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BRES2021-0707 Plans11 5O695CaIIeGuaymas-Lot41 11 La Quinta, CA SQUARE FOOTAGES DIRECTORY PROJECT DATA SQUARE FOOTAGE X MECHANICAL: GOUVIS ENGINEERING 15 STUDEBAKER, IRVINE, CA 92618 CONTACT : ROBERT GOMEZ PH 949-752-1612 E-MAIL : rgomez@gouvisgroup.com FAX 949-752-5321 OWNER : DESERT CLUB ESTATES OWNER : DESERT CLUB ESTATES X CONTACT : STEVE KEALER PH 760-992-4855 E-MAIL : skealer@aol.com FAX PROJECT ADDRESS : 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 A ASSESSOR PARCEL NO.: 770-094-005 2031 ORCHARD DR, SUITE 100 CIVIL ENGINEER : FEIRO ENGINEERING X X CONTACT : RON FEIRO PH 760-346-8015 E-MAIL : ron@feiro.net FAX ARCHITECT : BASSENIAN LAGONI ARCHITECTS NEWPORT BEACH, CA 92660 CONTACT : DAVE POCKETT PH 949-553-9100 E-MAIL : dpockett@bassenianlagoni.com FAX 949-553-0548 FLOOR PLAN 3,365 GARAGE 693 PORCH 84 OUTDOOR LIVING #1 325 OUTDOOR LIVING #2 183 PROPERTY TRACT NO. : BUILDING CLASSIFICATION: SINGLE FAMILY DETACHED R3/U FIRE SPRINKLERS PER CRC R313.3 TYPE OF CONSTRUCTION : TYPE V-B 15 STUDEBAKER, LANDSCAPE: - RAY MARTIN DESIGN X X CONTACT : RAY MARTIN PH 760-698-9696 E-MAIL : ray@martindesign.com FAX STRUCTURAL ENG. GOUVIS ENGINEERING IRVINE, CA 92618 CONTACT : MIKE HOUSHMAND PH 949-752-1612 E-MAIL : mhoushmand@gouvisgroup.com FAX 949-752-5321 FIRE ZONE : CODES : 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE GOVERNING BODY LA TITLE 24 CONSULTANT: GOUVIS ENGINEERING 15 STUDEBAKER, IRVINE, CA 92618 CONTACT : HUAN NGUYEN PH 949-752-1612 E-MAIL : hnguyen@gouvisgroup.com FAX 949-752-5321 : CITY OF QUINTA, CA r SEQUENCE OF DRAWINGS SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION SHEET DESCRIPTION COVER G.1 G.2 GC.1 GC.2 ARCHITECTURE COVER SHEET GENERAL NOTES GENERAL NOTES CAL GREEN BUILDING STANDARDS CAL GREEN RESIDENTIAL VOLUNTARY MEASURES A.1 SLAB INTERFACE PLAN A.2 FLOOR PLAN A.3 ELEVATION 'A' FRONT & ROOF PLAN A.3-1 ELEVATION 'A' LEFT & RIGHT A.4 INTERIOR ELEVATIONS A.5 SECTIONS D.1 D.2 D.3 D.4 SN-1A SN-1B SN2 SN3 S-1.1 S-1.2 SD-1 SD-2 M-0.1 M-0.2 M-3.1 MD-1 E-0.1 E-0.2 E-0.3 E-0.4 E-1.1 E-3.1 ARCH. DETAILS STRUCTURAL MECHANICAL ELECTRICAL ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS ARCHITECTURAL DETAILS GENERAL NOTES & REQUIREMENTS GENERAL NOTES & REQUIREMENTS AND SPECIAL INSPECTIONS TYPICAL STRUCTURAL DETAILS TYPICAL STRUCTURAL DETAILS FOUNDATION PLAN LOT 41 FRAMING PLAN LOT 41 STRUCTURAL FOUNDATION DETAILS STRUCTURAL DETAILS GENERAL NOTES AND LEGENDS EQUIPMENT SCHEDULES LOT 41 - FLOOR PLAN DETAILS SHEET INDEX & GENERAL NOTES ABBREVIATIONS & SYMBOL LIST DETAILS SINGLE LINE DIAGRAM, LOAD CALCULATIONS EQUIPMENT SCHEDULES & PANEL SCHEDULES LANDSCAPE PLAN LOT 41 FLOOR PLAN P-0.1 P-0.2 P-0.3 P-0.4 P-0.5 P-3.1 A P-3.1 B P-3.2 P-D.1 P-D.2 PLUMBING T24-MM TITLE 24 T24-1 1 OF 2 PRECISE GRADE 20F2 SL-1 LANDSCAPE C-1 SOLAR T-1 M-1 E-1 D-1 D-2 D-3 D-4 L-1 GENERAL NOTES & SHEET INDEX MATERIAL AND FIXTURE SCHEDULES AND CALCULATIONS PLUMBING SPECIFICATION SHEETS PLUMBING SPECIFICATION SHEETS PLUMBING SPECIFICATION SHEETS LOT 41 - FLOOR PLAN - COLD/HOT WATER AND NATURAL GAS LOT 41 - FLOOR PLAN - WASTE & VENT PIPING AND FAU CONDENSATE LOT 41 - ROOF PLAN - VENT THROUGH ROOF DETAILS DIAGRAMS MANDATORY MEASURES FORMS ENERGY COMPLIANCE FORMS PRECISE GRADE PLANS PRECISE GRADE PLANS SCHEMATIC LANDSCAPE PLAN COVER SHEET TITLE SHEET PV EQUIPMENT PLAN PV SINGLE LINE MODULE DATA SHEET ATTACHMENT DATA SHEET RAIL DATA SHEET MSP DATA SHEET WARNING PLACARDS Construction is NOT PERMITTED in the following Code Holidays: New Year's Day Dr. Martin Luther King Jr. Day President's Day Memorial Day Independence Day Labor Day Veteran's Day Thanksgiving Day Christmas A FINISH FLOOR ELEVATION CERTIFICATION BY A LICENSED SURVEYOR OR ENGINEER IS REQUIRED PRIOR TO FOUNDATION INSPECTION "AN ADEQUATELY SIZED ❑EBRIS CONTAINER IS REQUIRED ON THE JOB SITE DURING ALL PHASES OF CONSTRUCTION AND MUST BE EMPTIED AS NECESSARY. FAILURE TO DO SO MAY CAUSE THE CITY TO HAVE THE CONTAINER DUMPED AT THE EXPENSE OF THE OWNER / CONTRACTOR." A RE -INSPECTION FEE OF $78 WILL BE CHARGED IF THE APPROVED PLANS AND JOB CARD ARE NOT ON THE SITE FORA SCHEDULED INSPECTION NO EXCEPTIONS! CONSTRUCTION HOURS October 1st - April 30 Monday - Friday: 7:00 a.m. to 5:30 p.m. Saturday : 8:00 a.m. to 5:00 p.m. Sunday :None Government Code Holidays: None May 1st - September 30th Monday - Friday: 6:00 a.m, to 7:00 p.m. Saturday : 8:00 a.m. to 5:00 p.m. Sunday : None Government Code Holidays: None BRE2O2I-0707 - 50695 CALLE GUAYMAS MELKESIAN / 3,365SF SINGLE FAMILY DWELLING 3,365SF DWELLING - LOT 41 [VB/RES-3/CLASS A-FR/13D] THIS PERMIT DOES NOT INCLUDE POOL, SPA, BLOCK WALLS OR DRIVEWAY APPROACH. 2019 CALIFORNIA BUILDING CODES. N co N PLOT DATE: FILE NAME: 1145 COVER AGENCY REQUIREMENTS DEFERRED SUBMITTAL: * FIRE SPRINKLER NOTES: 1. All 'or equal' substitutions must be submitted to and approved by the Building Official prior to installation of the item. The developer / contractor / owner is responsible for the verification of existing curb location (or edge of street paving if no curbs exist) from property line(s) with the Public Works Department A separate permit is required for the 6.46 kWdc solar photovoltaic system required per the approved energy calculations for this project. this permit must be obtained prior to the Framing/Rough MEP combination inspection and prior to covering any walls or ceilings. 4. Driveway approach requires a separate permit and inspection from City of La Quinta Public Works Division. 5. Driveway approach requires a separate permit and inspection from City of La Quinta Public Works Division. AVENUE 50 o AVE ULTIMO z aI•ErU_ _� ----- CALLE GUAYMAS SITE LA QUINTA VILLAGEr -0 I SHOPPING CENTER g AVE NARANJA 0 CALLE TAMP!CC V ti AVENIDA LA FONDA VICINITY MAP NOT TO SCALE * cis o Y Exp. T�rF L�F�� �' * P D ARC,, ov\ESTER 3971 01 /31 /23 O CA\-\O ITECTURE • PLANNING • INTERIOI CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS ' \ BLDG. DEPT. I I/30/2021 DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA Co er JOB NUMBER: 985-21145 COPYRIGHT © 2020 BASSENIAN LAGONI ARCHITECTS N cO PLOT DATE: FILE NAME: 1145 G1 A55SV I AT I ONS A.B. ABV. A/C AGOUS. ADJ. ADJ. AL. ALT. AMP. AVG. AWNG. BD. BLDG. BLKG. BLT-I N BM. B.N. BRG. B.5. CAST. GALL. CMBR. G.H.G. G.I. G.J. CLG. CLR. CNTR. CNTRTP. G.O. GONG. CONTS. CPT. G.R. GSMT.WDW. G.T. CULT. D. DBL. D.F. PIA. OR 0 DIAG. DIM. DISP. P. R. DRP. D.S. DTL. D.W. DWG. DWR. EA. ELECT. ELEV. E.N. EQ. EXH. EXT. E.W. FAU F.D. F.G. F.G. F.G. FIN. FIN.FLR. F.J. FL. FLUOR. F.M.G. F.N. FND. F.O.G. F.O.H.G. F.O.M. F.0.5. FR.DR. FTG. GA. GALV. G.B. G.D. G.D.0. G.F.I. ANCHOR BOLT ABOVE AIR CONDITIONING ACOUSTICAL ADJACENT ADJUSTABLE ALUMINUM ALTERNATE AMPERAGE AVERAGE AWNING BOARD BUILDING BLOCKING BUILT-IN BEAM BOUNDARY NAILING BEARING BAR SINK CABINET CALCULATIONS CAMBER CEILING HEIGHT CHANGE CAST IRON CEILING JOIST CENTER LINE CEILING GLEAR COUNTER COUNTER TOP CASED OPENING CONCRETE CONTINUOUS CARPET CURTAIN ROD CASEMENT WINDOW CERAMIC TILE CULTURED DRYER DOUBLE DOUGLAS FIR DIAMETER DIAGONAL DIMENSION DISPOSAL DEEP DOOR DROP DOWNSPOUT DETAIL DISHWASHER DRAWING DRAWER EACH ELEGTRIGAL ELEVATION EDGE NAILING EQUAL EXHAUST EXTERIOR EACH WAY FORGED AIR UNIT FINISHED DIMENSION FINISH GRADE FIXED GLASS FUEL GAS FINISH FINISH FLOOR FLOOR JOIST FLUSH FLUORESCENT FLOOR MATERIAL CHANGE FIELD NAILING FOUNDATION FACE OF CURB FREE OF HEART CENTERS FACE OF MASONRY FACE OF STUDS FRENCH DOOR FOOTING GAUGE GALVANIZED GYPSUM BOARD GARBAGE D I SPOSAL GARAGE DOOR OPERATOR GROUND -FAULT GIRai IT - INTERRUPTER G.I. GL. GRP. GRND. GYP. G.L.B. G.T. H.G. H.D. H.D.E. HDR. HOT. OR HT. HNGR. INSUL. I NT. LAV. LAM. L.F. L.L. LUM. LVR. MAR. MAS. MAX. M.B. M.G. M.D.E. M.D.O. MFR. MIN. MIR. M=L M.O. MTD. MTL. N.G. N.I.G. NOM. N.T.S. 0/ O.A. 055. O.G. OR 0/C O.H. OPG. OSA O.S.B. P.B. P.G. P.G. P.G.F=. PCB. PH. PLT. PLAS. PLYWD. PR. PSF= PS I P=L P.T.D.E. PVC R. RAD. OR R. R.A.G. RECPT. REF. REFER. REINS. RE/5 REO REV. REV. R.J. RND. RO-IN R.O. RO/S R.R. RWD. GALVANIZED IRON GLASS GRADE GROUND GYPSUM GLUED -LAMINATED BEAM GIRDER TRUSS HOLLOW GORE HOLD DOWN ANCHOR HIGH DENSITY FOAM HEADER HEIGHT HANGER INSULATION INTERIOR LAVATORY LAMINATED LINEAL FEET/FOOT LOG LIGHTER LUMINOUS LOUVER MARBLE MASONRY MAXIMUM MACHINE BOLT MEDICINE CABINET MEDIUM DENSITY FIBERBOARD MEDIUM DENSITY OVERLAY MANUFACTURER MINIMUM MIRROR MICRO LAM MASONRY OPENING MOUNTED METAL NATURAL GRADE NOT IN CONTRACT NOMINAL NOT TO SCALE OVER OVERALL OBSCURE ON CENTER OVERHEAD OPENING OUTSIDE AIR ORIENTED STRAND BOARD PUSH BUTTON PORTLAND GEMENT PULL CHAIN POUNDS PER CUBIC FOOT PIECE PHONE PLATE PLASTER PLYWOOD PAIR POUNDS/SQUARE FOOT POUNDS/SQUARE INCH PARALLAM PRESSURE TREATED DOUGLAS FIR POLY VINYL CHLORIDE RISER RAD I AL/RAD I U5 RETURN AIR GRILLE RECEPTACLE REFERENCE REFRIGERATOR REINFORCING RE -SAWN REQUIRED REVERSE REVISION/REVISE ROOF JOIST ROUND ROUGH -IN ROUGH OPENING ROUGH SAWN ROOF RAFTER REDWOOD SYM5OLS ARCHITECTURAL r J WOOD OR METAL STUD WALL (IN PLAN ). WOOD OR STUD WALL. THERMAL OR SOUND INSULATED. BRICK OR CONCRETE BLOCK WALL OR VENEER. PRE -CAST OR POURED -IN -PLACE CONCRETE WALL. WOOD, FINISH, 3/8" OR LARGER SCALE DETAIL. H000, ROUGH, CONTINUOUS MEMBER, 3/8" OR LARGER SCALE DETAIL. WOOD, ROUGH, NON -CONTINUOUS MEMBER, 3/8" OR LARGER SCALE DETAIL. MINERAL WOOL OR FIBERGLASS BATT INSULATION. DIFFERENTIAL IN FLOOR LEVELS OR FINISH SURFACE 5. S.G. SCH. SGRND. SEC. SECT. 5EL. SEL.5TR. SER. 5.H. SHT. SHTHG. SHWR. SL. SPL. SPN. 5 $ P 5.5. STD. 5.V. STRUGT. SW. T. T $ B T.G. TEMP.GL. T $ G TJI T.O.G. T.O.M. T.0.5. T.O.T.G. T.O.W. T.V. UNFIN. U. U.N.O. VAN. VEN. VERT. Y.G. V.B. V.P. W. W/ W.G. HD. WDW. W.H. W/O W.P. W/R WT. SINK SOLID GORE SCHEDULE SCREENED SECOND SECTION SELECT SELECT STRUCTURAL SERVICE SINGLE HUNG SHEET SHEATHING SHOWER SLIDING SPLASH SILL PLATE NAILING SHELF $ POLE SERVICE SINK STANDARD SHEET VINYL STRUCTURAL SWITCH TREAD TOP 4 BOTTOM TRASH COMPACTOR TEMPERED GLA55 TONGUE 4 GROOVE TRUSS JOIST TOP OF CURB TOP OF MASONRY TOP OF SLAB TOP OF TOP CHORD TOP OF WALL TELEVISION UNFINISHED URINAL UNLESS NOTED OTHERWISE VANITY VENEER VERTICAL VERTICAL GRAIN VAPOR BARRIER VAPORPROOF WASHER WITH WATER CLOSET WOOD WINDOW WATER HEATER WITHOUT WEATHER PROOF WARDROBE WEIGHT ROOM/AREA ABBREVIATIONS BA. BDRM. BRM. GLO. DIN. ENT. FAM. GAR. KIT. LAU. LIB. LIN. LIV. MBA. M.BR. MDR. PAN. PPR. RTR. 5ER. 5TO. W/R W.I.0 BATH BEDROOM BROOM CLOSET DINING ENTRY FAMILY GARAGE KITCHEN LAUNDRY LIBRARY LINEN LIVING MASTER BATH MASTER BEDROOM MASTER DRESSING PANTRY POI^1DER ROOM RETREAT SERVICE STORAGE WARDROBE WALK-IN CLOSET CODE ABBREVIATIONS G.B.G. G.R.G. G.M.G. G.P.G. G.E.G. C.En.C. C.G.B.C. I.G.G. CALIFORNIA BUILDING CODE CALIFORNIA RESIDENTIAL CODE CALIFORNIA MEGHANIGAL CODE CALIFORNIA PLUMBING CODE CALIFORNIA ELECTRICAL CODE CALIFORNIA ENERGY CODE CALIFORNIA GREEN BUILDING CODE INTERNATIONAL CODE CONFERENCE M I SCELLANEOUS A. SECURITY REQUIREMENTS SLIDING GLASS DOORS AND WINDOWS SECURITY REQUIREMENTS: I. SLIDING GLASS DOORS OPENING ONTO PATIOS OR BALCONIES WHICH ARE LESS THAN ONE-STORY ABOVE GRADE OR ARE OTHERWISE ACCESSIBLE FROM THE OUTSIDE SHALL BE SECURED A5 FOLLOWS: A. ALL SLIDING GLASS DOORS SHALL HAVE A HOOK -BOLT DEADLOCK WHICH 15 NO LESS THAN I/8 INCH IN THICKNESS, AND WHICH HAS A MINIMUM THROW OF 1/2 INCH. B. THE HOOKBOLT DEADLOCK AND THE STRIKE SHALL BE MADE FROM HARDENED STEEL. 2. ALL SLIDING WINDOWS SHALL HAVE SAFETY LOCKS. 3. WINDOWS AND DOOR LITES SHALL BE OF TEMPERED GLASS A5 REQUIRED BY G.R.G. STATE AND LOCAL CODES (SEE DIVISION 8) EXTERIOR DOORS AND HOUSE TO GARAGE DOORS: I. EXTERIOR DOORS AND DOORS LEADING FROM GARAGE AREAS INTO PRIVATE RESIDENCE OR MULTIPLE DWELLING RESIDENCES SHALL HAVE A DEADLOCKING LATCH DEVICE WITH A MINIMUM THROW OF ONE-HALF INGH AND A DEADBOLT LOCK WITH A CYLINDER GUARD, HARDENED STEEL INSERT WITH A MINIMUM THROW OF ONE INGH. 2. AN INTERVIEWER OR PEEPHOLE SHALL BE PROVIDED ON THE FRONT DOOR OF EACH INDIVIDUAL RESIDENCE. 3. EXTERIOR DOORS SWINGING OUT SHALL HAVE NON-REMOVEABLE HINGES. 4. IN -SWINGING EXTERIOR DOOR STOPS SHALL BE OF ONE PIECE CONSTRUCTION. 5. JAMBS FOR ALL DOORS SHALL BE 50 CONSTRUCTED OR PROTECTED 50 AS TO PREVENT VIOLATION OF THE FUNCTION OF THE STRIKE PLATE FROM THE OUTSIDE. 6. THE INACTIVE LEAF OF A PAIR OF DOORS OR UPPER LEAF OF A DUTCH DOOR SHALL HAVE A DEADBOLT, NOT KEY OPERATED, OR HARDENED DEADBOLT TOP AND BOTTOM WITH I" EMBEDMENT. 1. PROJECTING CYLINDERS REQUIRE GUARD. 8. EQUIP FRONT AND REAR DOOR WITH DEADBOLTS AND DEADLOCKING LATCHES. DEADBOLTS SHALL CONTAIN HARDENED INSERTS OR EQUIVALENT. 10. OVERHEAD AND SECTIONAL GARAGE DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PAD WITH A HARDENED STEEL SHACKLE, METAL SLIDE BAR BOLT OR EQUIVALENT WHEN NOT OTHERWISE LOCKED BY ELECTRICAL POWER OPERATION. GENERAL NOTES (2011 CALIFORNIA GODES) DIVISION I C EN!RAL R!QU I R!M!NTS WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: I. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. 2. BUILDING CODE, APPLICABLE EDITION. 3. ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE SITE OF WORK. 4. STANDARD SPECIFICATIONS OF ASTM. 5. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. 6. 'OR EQUAL' THE CONTRACTOR SHALL SUBMIT FOR THE ARCHITECT'S AND BUILDER'S APPROVAL ALL MATERIALS OR EQUIPMENT WHICH 15 CONSIDERED "OR EQUAL" TO THAT SPECIFIED. ON SITE VERIFICATION: I. ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SUB -CONTRACTORS. 2. NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. 3. EACH CONTRACTOR OR SUB -CONTRACTOR SHALL REPORT TO PROJECT SUPERINTENDENT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF THEIR WORK. CLIENT'S ARCHITECT AND PROJECT SUPERINTENDENT: I. SHALL BE NOTIFIED IMMEDIATELY BY CONTRACTOR OR SUB -CONTRACTOR SHOULD ANY DISCREPANCY OR OTHER QUESTION ARISE PERTAINING TO THE WORKING DRAWINGS AND/OR SPECIFICATIONS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT OF BEFORE CONSTRUCTION AND / OR FABRICATION OF THE WORK. SUB -CONTRACTORS: I. SHALL INSURE THAT ALL WORK 15 DONE IN A PROFESSIONAL WORKMANLIKE MANNER BY SKILLED MECHANICS AND SHALL REPLACE ANY MATERIALS OR ITEMS DAMAGED BY SUBCONTRACTORS PERFORMANCE. 2. SUB -CONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY ARE TO CONFER AND COOPERATE FULLY WITH EACH OTHER DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE EXACT EXTENT AND OVERLAP OF EACH OTHERS' WORK AND TO SUCCESSFULLY COMPLETE THE EXECUTION OF THE WORK. 3. ALL SUB -CONTRACTOR WORKMANSHIP WILL BE OF QUALITY TO PASS INSPECTIONS BY LOCAL AUTHORITIES, LENDING INSTITUTIONS, ARCHITECT OR BUILDER. ANY ONE OR ALL OF THE ABOVE MENTIONED INSPECTORS MAY INSPECT WORKMANSHIP AT ANY TIME, AND ANY CORRECTIONS NEEDED TO ENHANCE THE QUALITY OF BUILDING WILL BE DONE IMMEDIATELY. 4. EACH SUB -CONTRACTOR, UNLESS SPECIFICALLY EXEMPTED BY THE TERMS OF HI5 SUB -CONTRACT AGREEMENT, SHALL BE RESPONSIBLE FOR GLEANING UP AND REMOVING FROM THE JOB SITE ALL TRASH AND DEBRIS NOT LEFT BY OTHER SUB -CONTRACTORS. BUILDER WILL DETERMINE HOW SOON AFTER SUBCONTRACTOR COMPLETES EACH PHASE OF HIS WORK THAT TRASH AND DEBRIS WILL BE REMOVED FROM THE SITE. STRUCTURAL ENGINEERING: I. REFER TO THE CURRENT CALCULATIONS FOR ANY QUESTION REGARDING LUMBER GRADES, BEAM AND HEADER SIZES, FOOTING AND 5HEAR REQUIREMENTS. 2. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. APPROVAL BY CITY INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS. SOILS ENGINEERING: I. REFER TO THE CURRENT SOILS REPORT FOR ANY QUESTIONS REGARDING SOIL REQUIREMENTS. (SEE COVER SHEET) DIVISION 2 S I TE JMIORK GENERAL: I. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED SOIL. (REFER TO SOILS REPORT). 2. REFER TO THE CURRENT CIVIL ENGINEER'S GRADING AND PLOT PLANS. 3. REFER TO THE CURRENT LANDSCAPE ARCHITECT'S GRADING AND CONSTRUCTION DOCUMENTS. 4. ALL FINISH GRADES TO DRAIN AWAY FROM THE BUILDING. DIVISION 3 CONCRETE MATERIALS: I. CONCRETE STOOPS TO BE MACHINE MIXED AND PLACED IN ACCORDANCE WITH G.B.G. SECTION I41O6.I. CONCRETE TO REACH A STRENGTH OF 2500 P.5.1. MINIMUM IN 28 DAYS. REFER TO STRUCTURAL ENGINEER'S PLANS, SPECIFICATIONS AND CALCULATIONS FOR ALL OTHER STRUCTURAL CONCRETE REQUIREMENTS. CONSTRUCTION: I. TOP OF CONCRETE SLABS TO BE MINIMUM 8" ABOVE FINISH GRADE. 2. REINFORCING BARS SHALL CONFORM TO ASTM A-615-40 AND APPLICABLE G.B.G. STANDARDS. REFER TO STRUCTURAL ENGINEERS DRAWINGS. 3. SILL FASTENING: (VERIFY WITH STRUCTURAL ENGINEERS DRAWINGS) EXTERIOR NON -SEARING AND EXTERIOR BEARING WALLS: 5/8" DIAMETER XIO" ANCHOR BOLTS WITH 3"X3"X 2261" THICK PLATE WASHERS,1" INTO CONCRETE SPACED NOT MORE THAN 6'-0" APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES OR LESS THAN a 1/2 INCHES FROM EACH END OF THE PIECE UNLESS OTHERWISE NOTED ON PLANS OR STRUCTURAL ENGINEER'S CALCULATIONS. INTERIOR BEARING WALLS: APPROVED 3/8" DIAMETER SHOT PINS WITH 2" DIAMETER CADMIUM WASHERS, 4'-0" O/C MAXIMUM, 6" FROM CORNERS AND SPLICES UNLESS OTHERWISE NOTED ON PLANS OR STRUCTURAL ENGINEER'S CALCULATIONS. INTERIOR NON -BEARING WALLS: APPROVED SHOT PINS WITH CADMIUM WASHERS, 4'-0" OK MAXIMUM, 6" FROM CORNERS AND SPLICES UNLESS OTHERWISE NOTED ON PLANS OR STRUCTURAL ENGINEER'S CALCULATIONS. 4. UNLESS OTHERWISE NOTED OR SHOWN ON PLANS, THE MINIMUM CLEAR DISTANCE OF THE REINFORCEMENT TO THE FACE OF THE CONCRETE SHALL BE: A. SLAB ON GRADE AT CENTER B. CONCRETE AGAINST EARTH: FORMED 2" WITHOUT FORM 3" 5. FOUNDATION (WIDTHS AND DEPTHS) AND REINFORCING A5 SHOWN ON PLANS ARE SUPERSEDED BY ANY LOCAL CODES OR ORDINANCES WHICH REQUIRE INCREASES OF THE SAME. 6. ALL LOAD BEARING FOOTINGS SHALL BE TO LEVEL UNDISTURBED SOIL TO DEPTH SHOWN ON DRAWINGS AND SHALL CONFORM WITH THE SOILS REPORT. REPORT ATTACHED A5 PART OF PLANS. 1. PIPES MAY PA55 THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED. 8. DO NOT PLACE CONCRETE UNTIL ALL REINFORCEMENT, CONDUIT OUTLET BOXES, ANCHORS, HANGERS, SLEEVES, BOLTS OR OTHER EMBEDDED MATERIALS AND ITEMS ARE SECURELY AND PROPERLY FASTENED IN THEIR PROPER PLACES AND POSITION. SUB -CONTRACTOR SHALL VERIFY INSTALLATION OF HOLD-DOWN AND ANCHOR BOLTS, STRAPS AND OTHER ANCHORAGE MATERIAL AND ITEMS PRIOR TO PLACEMENT OF CONCRETE. POST -TENSION SLABS, IF APPLICABLE: POST -TENSION LOADS FROM STRUCTURE ABOVE TO SE SUPPLIED TO POST -TENSION ENGINEER PRIOR TO POST -TENSION DESIGN. ANCHOR BOLTS AND OTHER HARDWARE TO BE SHOWN ON POST -TENSION PLANS TO AVOID MIS -LOCATION OF HARDWARE, AND POSSIBLE FIELD FIXES, WHICH MAY GUT TENDONS. DIVISION 4 MASONRY GENERAL: 2. 3. ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE. MORTAR SHALL BE TYPE '5' MIXED IN THE PROPORTIONS OF I PART PORTLAND CEMENT TO 1/2 TO 1/4 PARTS LIME PUTTY TO 2 1/4 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PUTTY PARTS OF SAND. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 P.5.1. AND SHALL BE MIXED IN PROPORTIONS OF I PART PORTLAND CEMENT TO 1/10 PART LIME PUTTY TO 2 TO 3 PARTS SAND TO A MAXIMUM OF 2 PARTS GRAVEL. 4. AGGREGATES FOR MORTAR AND GROUT SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM G-I44 (MORTAR) AND C-404 ( GROUT ). 5. GEMENT SHALL SE PORTLAND GEMENT CONFORMING TO ASTM G-I50, TYPE 1 OR 11, LOW ALKALI . 6. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C9O, GRADE N-I. 7. ALL BRICK SHALL CONFORM TO ASTM C62, GRADE MW. 8. ALL REINFORCEMENT, BOLTS, ETC. SHALL HAVE A MINIMUM GROUT COVERAGE OF 3/4". ALL BRICK SHALL HAVE A MINIMUM OF 2 1/2" GROUT SPACE. SEE THE ARCHITECTURAL DRAWINGS FOR TYPE OF UNITS, LAYING PATTERN AND JOINT DETAILS. UNLESS SPECIFICALLY SHOWN OTHERWISE, ALL CONCRETE BLOCK AND BRICK SHALL SE LAID IN RUNNING BOND. 10. SET BOLT, ANCHORS, REGLETS, SLEEVES, INSERTS OR OTHER ITEMS NECESSARY FOR THE ATTACHMENT OF SUBSEQUENT WORK. 11. WHEN ABSOLUTELY NECESSARY FOR CONSTRUCTION PURPOSES TO STOP OFF LONGITUDINAL RUNS OF MASONRY, STOP OFF ONLY BY RACKING BACK ONE HALF UNIT LENGTH IN EACH COURSE. TOOTHING SHALL NOT BE PERMITTED. DIVISION 5 METALS MATERIALS: I. STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO ASTM A-36. 2. BOLTS, NUTS AND SCREWS SHALL CONFORM TO ASTM A-301 GRADE 'A'. 3. WELDING RODS SHALL CONFORM TO AW5 FOR INTENDED USE. 4. STEEL PLATES SHALL CONFORM TO ASTM A-36. 5. STEEL TUBING SHALL CONFORM TO ASTM A-500 GR. B. 6. DRYER VENT TO OUTSIDE AIR PER MANUFACTURER'S SPECIFICATIONS AND LOCAL JURISDICTIONAL REQUIREMENTS. REINFORCING STEEL: ( REFER TO STRUCTURAL ENGINEERS PLANS ) I. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 40 FOR SIZES #3 AND #4 AND GRADE 60 FOR SIZES 4*5 OR LARGER. 2. WELDED FABRIC (MESH) SHALL CONFORM TO THE LATEST REVISED ASTM A-1064 SMOOTH WIRE FABRIC SHALL CONFORM TO ASTM A-85, YIELD STRENGTH 60 KSI. 3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AW5 012-I USING LOW HYDROGEN ELECTRODES. 4. ALL BARS IN MASONRY SHALL BE LAPPED WITH A MINIMUM OF 48 BAR DIAMS. (2'-0" MINIMUM) AT ALL SPLICES UNLESS NOTED OTHERWISE. 5. ALL BARS IN CONCRETE SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMS. (2'-0" MINIMUM) AT ALL SPLICES UNLESS NOTED OTHERWISE. 6. SPLICES OF HORIZONTAL REBAR IN WALLS AND FOOTINGS SHALL BE STAGGERED 4'-0" MINIMUM. 7. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SIZE AND SPACING A5 THE WALL/COLUMN REINFORCING UNLESS NOTED OTHERWISE. 8. ALL BENDING OF REINFORCING STEEL SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. DIVISION 6 CARPENTRY LUMBER GRADES: I. ALL LUMBER SHALL BE MARKED AND CONFORM WITH THE STANDARD GRADING AND DRESSING RULES P.S. 20-10 OF THE WESTCOAST LUMBER INSPECTION BUREAU. 2. STUDS, JOISTS, RAFTERS, FOUNDATION PLATES, OR SILL, PLANKING 2 INCHES OR MORE IN DEPTH, BEAMS, STRINGERS, POSTS, STRUCTURAL SHEATHING AND SIMILAR LOAD -BEARING MEMBERS SHALL BE OF AT LEAST THE MINIMUM GRADE SET FORTH IN THE CALIFORNIA BUILDING CODE, APPLICABLE EDITION; THE STRUCTURAL ENGINEERS CALCULATIONS AND PLANS. 3. ALL EXPOSED SEAMS 4X OR LARGER ARE TO BE FOHG. 4. SIZES NOTED AND REFERENCED ARE NOMINAL SIZES. SEE PLANS FOR NET SIZE WHEN SPECIFIED. GLUED LAMINATED LUMBER: I. FABRICATION AND HANDLING OF GLU-LAM SEAMS SHALL BE PER AN51/AITG A I90.1. STANDARD BEAMS TO BEAR LEGIBLE APA-ENS OR AITG GRADE STAMP. AN APA- EW5 GRAN AITG CERTIFICATE OF CONFORMANCE FOR GLU-LAMINATED MEMBERS SHOULD BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO INSTALLATION AND GLUE -LAMINATED MEMBERS SHALL BE 24F-V4, DF/DF WITH STANDARD CAMBER ON ROOF BEAMS EXCEPT CANTILEVER END (U.N.O.). ALL CANTILEVER ENDS AND FLOOR BEAMS SHALL HAVE ZERO CAMBER U.N.O. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. 2. ALL GLUED LAMINATED MEMBERS SHALL BE DOUGLAS FIR, COMBINATION 24F WITH WATERPROOF RESORCINAL OR PHENOLRESORGINAL GLUE CONFORMING TO FEDERAL SPECIFICATION MIL-A-391-8. GORE LAMINATIONS MAY BE HEM FIR. USE 24F-V4. 3. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN CONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE A.I.T.C. 4. A GERTIFIGATE OF INSPECTION FOR EACH GLU-LAM BEAM FROM AN APPROVED TESTING AGENCY SHALL BE SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING DEPARTMENT AND BY THE ENGINEER PRIOR TO ERECTION. PROTECTION AGAINST DECAY AND TERMITES: I. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT 15 PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA Ul. (C.R.C. R311 AND R318) I.I. WOOD JOISTS OR THE BOTTOM OF WOOD STRUCTURAL FLOORS WHEN CLOSER THAN 18 INCHES, OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES TO THE EXPOSED GROUND IN GRAI^1L SPACES OR UNEXGAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 1.2. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM THE EXPOSED GROUND. 1.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 15 IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 1.4. THE ENDS OF GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES LESS THAN 1/2 INCH ON TOPS, SIDES AND ENDS. 1.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH 5LAB5, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER. 1.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH A5 CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. THE IMPERVIOUS MOISTURE BARRIER SYSTEM PROTECTING THE STRUCTURE SUPPORTING FLOORS SHALL PROVIDE POSITIVE DRAINAGE OF WATER THAT INFILTRATES THE MOISTURE -PERMEABLE FLOOR TOPPING. 1.1. FIELD -GUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 1.8. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE IN DIRECT CONTACT WITH THE GROUND OR EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD SUITABLE FOR GROUND CONTACT USE, EXCEPT UNTREATED WOOD MAY BE USED WHERE ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER. I.a. WOOD COLUMNS SHALL APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD. EXCEPTIONS: I. COLUMNS EXPOSED TO THE WEATHER OR IN BASEMENTS WHEN SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING I INGH ABOVE A CONCRETE FLOOR OR 6 INCHES ABOVE EXPOSED EARTH AND THE EARTH 15 COVERED BY AN APPROVED IMPERVIOUS MOISTURE BARRIER. 2. COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXGAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING WHEN SUPPORTED BY CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT MORE THAN 8 INCHES FROM EXPOSED EARTH AND THE EARTH 15 COVERED BY AN IMPERVIOUS MOISTURE BARRIER. DIVISION 6 CARPENTRY ( CONTINUED ) UNDER -FLOOR SPACE VENTILATION: I. THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. (C.R.C. R408) 2. UNDER -FLOOR AREAS SHALL BE VENTILATED BY AN APPROVED MECHANICAL MEANS OR BY VENTILATION OPENINGS IN THE UNDER -FLOOR AREA WALLS. 3. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN I SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR SPACE AREA, UNLESS THE GROUND SURFACE 15 COVERED BY A GLASS I VAPOR RETARDER MATERIAL. WHEN A GLASS 1 VAPOR RETARDER MATERIAL 15 USED, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN I SQUARE FOOT FOR EACH 1,500 SQUARE FEET OF UNDER -FLOOR SPACE AREA. 4. ONE VENTILATION OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. 5. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING SHALL NOT EXCEED 1/4 INCH 5.1. PERFORATED SHEET METAL PLATES NOT LESS THAN 0.010 INCH (1.8 MM) THICK. 5.2. EXPANDED SHEET METAL PLATES NOT LESS THAN 0.041 INCH (1.2 MM) THICK. 5.3. CAST-IRON GRILL OR GRATING. 5.4. EXTRUDED LOAD -BEARING BRICK VENTS. 5.5. HARDWARE CLOTH OF 0.035 INCH (0.81 MM) WIRE OR HEAVIER. 5.6. CORROSION -RESISTANT WIRE MESH, WITH THE LEAST DIMENSION BEING I/8 INCH (3.2 MM) THICK. UNVENTED CRAWL SPACE: I. VENTILATION OPENINGS IN UNDER -FLOOR SPACES SPECIFIED IN SECTIONS R408.1 AND R408.2 SHALL NOT BE REQUIRED WHERE NOTED IN ITEMS #2 AND #3 BELOW ARE PROVIDED. 2. EXPOSED EARTH 15 COVERED WITH A CONTINUOUS GLASS I VAPOR RETARDER. JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES (152 MM) AND SHALL BE SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND NOT LESS THAN 6 INCHES (152 MM) UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO THE STEM WALL OR INSULATION. 3. ONE OF THE FOLLOWING 15 PROVIDED FOR THE UNDER -FLOOR SPACE: 3.1. CONTINUOUSLY OPERATED MECHANICAL EXHAUST VENTILATION AT A RATE EQUAL TO I CUBIC FOOT PER MINUTE (0.41 L/5) FOR EACH 50 SQUARE FEET (4.l M2) OF CRAWL SPACE FLOOR AREA, INCLUDING AN AIR PATHWAY TO THE COMMON AREA (SUCH A5 A DUCT OR TRANSFER GRILLE). 3.2. CONDITIONED AIR SUPPLY SIZED TO DELIVER AT A RATE EQUAL TO I CUBIC FOOT PER MINUTE (0.41 L/5) FOR EACH 50 SQUARE FEET (4.7 M2) OF UNDER -FLOOR AREA, INCLUDING A RETURN AIR PATHWAY TO THE COMMON AREA (SUCH AS A DUCT OR TRANSFER GRILLE). CRAWL SPACE PERIMETER WALLS SHALL SE INSULATED IN ACCORDANCE WITH THE MINIMUM INSULATION REQUIREMENTS ESTABLISHED IN THE CALIFORNIA ENERGY CODE. CRAWL SPACE INSULATION SHALL BE PERMANENTLY FASTENED TO THE WALL AND EXTEND DOWNWARD FROM THE FLOOR TO THE FINISHED GRADE LEVEL AND THEN VERTICALLY AND/OR HORIZONTALLY FOR AT LEAST AN ADDITIONAL 24 INCHES (610 MM). 3.3. PLENUM IN EXISTING STRUCTURES COMPLYING WITH THE CALIFORNIA MEGHANIGAL CODE, IF UNDER -FLOOR SPACE 15 USED A5 A PLENUM. 3.4. DEHUMIDIFICATION SIZED TO PROVIDE 10 PINTS (33 LITERS) OF MOISTURE REMOVAL PER DAY FOR EVERY 1,000 SQUARE FEET (13 M2) OF CRAWL SPACE FLOOR AREA. UNDER FLOOR ACCESS: I. UNDER FLOOR ACCESS SHALL SE PROVIDED PER G.R.G. R408.5. 2. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES BY 24 INCHES. 3. OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN lb INCHES BY 24 INCHES. 4. WHERE ANY PORTION OF THE THROUGH -WALL AGGE55 15 BELOW GRADE, AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF THE ACCESS OPENING. 5. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE. 6. SEE THE CALIFORNIA MEGHANIGAL CODE FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT 15 LOCATED UNDER FLOORS. ROOF SHEATHING: I. IX4 OR IX6 SPACED: WITH IX6 SHIPLAP STARTER BOARD AT ALL EXPOSED EAVES (RESAWN FACE DOWN) SHALL BE STANDARD, 3 COMMON NO. 2, OR CONSTRUCTION COMMON GRADES AND SHALL BE SPACED NOT TO EXCEED 6" CLEAR NOR MORE THAN THE NOMINAL WIDTH OF THE SHEATHING BOARD. 2. PLYWOOD SHEATHING 15 TO BE CONTINUOUS OVER TWO OR MORE SPANS AND 15 TO SE MINIMUM 1/2" THICK AND HAVE EXPOSURE I AND HAVE A PANEL INDEX OF 32/16. ALL PLYWOOD SHALL BE STRUCTURAL I AND II STANDARD SHEATHING, AND G-C GRADES ONLY, WITH EDGES BLOCKED OR UNBLOCKED AS REQUIRED FOR SPAN. 3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE AMERIGAN PLYWOOD ASSOCIATION. FLOOR SHEATHING: I. PLYWOOD COMBINATION SUB -FLOOR UNDERLAYMENT SHEATHING CONTINUOUS OVER TWO OR MORE SPANS SHALL BE MINIMUM 23/32" APA RATED STURD-I-FLOOR T4G EXPOSURE I WITH MINIMUM SPAN RATING OF 24" 0.G. 2. GLUE FOR FLOOR SHEATHING SHALL CONFORM TO AMERIGAN PLYWOOD ASSOCIATION SPEC. AFG-01. 3. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE AMERIGAN PLYWOOD ASSOCIATION. FRAMING PRACTICES / WORKMANSHIP: I. ALL MEMBERS SHALL BE FRAMED, ANCHORED, TIED AND BRACED 50 AS TO DEVELOP THE STRENGTH AND RIGIDITY NECESSARY FOR THE PURPOSES FOR WHICH THEY ARE USED. BEAMS AND GIRDERS: I. THE ENDS OF BEAMS OR GIRDERS SUPPORTED ON MASONRY OR CONCRETE SHALL HAVE NOT LESS THAN 3 INCHES OF BEARING. 2. ALL SEAMS OR GIRDERS SUPPORTED ON WOOD SHALL HAVE FULL BEARING AND BEARING SHALL BE COMPRISED OF ONE (I) SOLID SUPPORT OR A BUILT-UP SUPPORT CONSTRUCTED IN AN APPROVED MANNER UNLESS OTHERWISE SPECIFIED ON PLANS. 3. PROVIDE 2X4 TEMPORARY BRACING TO ALL BEAMS PROJECTING 3'-0" BEYOND BUILDING LINE TO PREVENT WARPAGE. FLOOR JOISTS: I. BEARING: EXCEPT WHERE JOISTS ARE SUPPORTED ON A 1-INCH BY 4-INCH RIBBON STRIP AND NAILED TO THE ADJOINING STUD, THE ENDS OF EACH JOIST SHALL HAVE NOT LE55 THAN 11/2 INCHES OF BEARING ON WOOD OR METAL, NOR LESS THAN 3 INCHES ON MASONRY. 2. BLOCKING: JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS AND AT EACH SUPPORT BY SOLID BLOCKING EXCEPT WHERE THE ENDS OF JOISTS ARE NAILED TO A HEADER, BAND OR RIM JOIST OR TO AN ADJOINING STUD OR BY OTHER APPROVED MEANS. SOLID BLOCKING SHALL BE NOT LESS THAN 2 INCHES NOMINAL IN THICKNESS AND THE FULL DEPTH OF JOIST. 3. NOTCHES AND HOLES: NOTCHES ON THE ENDS OF JOISTS SHALL NOT EXCEED 1/4 OF THE JOIST DEPTH. HOLES BORED IN JOISTS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST, AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. NOTCHES IN THE TOP OR BOTTOM OF JOISTS SHALL NOT EXCEED 1/6 THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN. 4. LAPS: JOISTS FRAMING FROM OPPOSITE 50E5 OF A BEAM, GIRDER OR PARTITION SHALL BE LAPPED AT LEAST 4 INCHES OR THE OPPOSING JOISTS SHALL BE TIED TOGETHER IN AN APPROVED MANNER. 5. FRAMING ANCHORS: JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER OR PARTITION SHALL BE SUPPORTED BY FRAMING ANCHORS. 6. FRAMING AROUND OPENINGS: TRIMMER AND HEADER JOISTS WHEN FRAMED AROUND OPENINGS SHALL BE DOUBLED, OR OF LUMBER OF EQUIVALENT CROSS SECTION, WHEN THE SPAN OF THE HEADER EXCEEDS 4 FEET. THE ENDS OF HEADER JOISTS MORE THAN 6 FEET LONG SHALL SE SUPPORTED BY FRAMING ANCHORS OR JOIST HANGERS UNLESS BEARING ON A BEAM, PARTITION OR WALL. TAIL JOISTS OVER 12 FEET LONG SHALL BE SUPPORTED AT HEADER BY FRAMING ANCHORS. 7. SUPPORTING BEARING PARTITIONS: BEARING PARTITIONS PERPENDICULAR TO JOISTS SHALL NOT BE OFFSET FROM THE SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE SUPPORTING GIRDERS, WALLS OR PARTITIONS MORE THAN THE JOIST DEPTH. JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED. DIVISION 6 CARPENTRY ( CONTINUED ) WALL FRAMING: I. SIZE: STUDS IN EXTERIOR WALLS AND INTERIOR BEARING WALLS OF BUILDINGS NOT MORE THAN TW0 STORIES IN EIGHT SHALL BE NOT LESS THAN 2 INCHES BY 4 INCHES IN SIZE. FOR THREE-STORY BUILDINGS SUCH STUDS SHALL BE NOT LESS THAN 3 INCHES BY 4 INCHES OR 2 INCHES BY 6 INCHES TO THE BOTTOM OF THE SECOND FLOOR JOISTS, AND 2 INCHES BY 4 INCHES FOR THE TWO UPPER STORIES. INTERIOR NONBEARING PARTITIONS MAY BE FRAMED WITH 2-INCH BY 4-INCH STUDS. 2. HEIGHT: UNLESS SUPPORTED LATERALLY BY ADEQUATE FRAMING, THE MAXIMUM ALLOWABLE HEIGHT FOR STUDS SHALL BE 14 FEET FOR 2 INCHES BY 4 INCHES AND 3 INCHES BY 4 INCH STUDS, AND 20 FEET FOR 2 INCH BY 6 INCH. REFER TO ENGINEERS CALCULATIONS FOR ANY 'BALLOON FRAMED' BEARING WALLS MORE THAN 10'-0" IN HEIGHT. 3. SPACING: STUDS SUPPORTING FLOORS AND CEILING OR RAFTERS SHALL SE SPACED NOT MORE THAN I6 INCHES. 4. CRIPPLE WALLS: SHALL BE FRAMED ON STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE OR SHALL BE FRAMED OF SOLID BLOCKING. WHEN EXCEEDING 4 FEET IN HEIGHT, SUCH WALLS SHALL BE FRAMED OF STUDS HAVING THE SIZE REQUIRED FOR AN ADDITIONAL STORY. 5. HEADERS: ALL OPENINGS 4 FEET WIDE OR LESS IN BEARING WALLS SHALL BE PROVIDED WITH HEADERS CONSISTING OF EITHER TWO PIECES OF 2-INCH FRAMING LUMBER PLACED ON EDGE AND SECURELY FASTENED TOGETHER OR 4-INCH LUMBER OF EQUIVALENT CR055 SECTION. ALL OPENINGS MORE THAN 4 FEET WIDE SHALL BE PROVIDED WITH HEADERS OR LINTELS. EACH END OF A LINTEL OR HEADER SHALL HAVE A LENGTH OF BEARING OF NOT LESS THAN 11/2 INCHES FOR THE FULL WIDTH OF THE LINTEL. SEE FRAMING PLAN FOR SIZE. 6. PIPES IN WALLS: PARTITIONS CONTAINING PLUMBING, HEATING, OR OTHER PIPES SHALL BE 50 FRAMED AND THE JOISTS UNDERNEATH 50 SPACED A5 TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR JOISTS, THE JOISTS UNDERNEATH SUCH PARTITIONS SHALL BE DOUBLED AND SPACED TO PERMIT THE PASSAGE OF SUCH PIPES AND SHALL SE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE GUTTING OF THE SOLES OR PLATES, A METAL TIE NOT LESS THAN I6 GALV. GAGE AND 11/2 INCHES WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN SIX I60 NAILS. 1. BRIDGING: ALL STUD PARTITIONS OR WALLS WITH STUDS HAVING A HEIGHT -TO -AT -LEAST -THICKNESS RATIO EXCEEDING 50 SHALL HAVE BRIDGING NOT LESS THAN 2 INCHES IN THICKNESS AND OF THE SAME WIDTH A5 THE STUDS FITTED SNUGLY AND NAILED THERETO TO PROVIDE ADEQUATE LATERAL SUPPORT. 8. GUTTING AND NOTCHING EXTERIOR WALLS AND BEARING PARTITIONS: ANY WOOD STUD MAY BE GUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. GUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40 PERCENT OF THE WIDTH OF THE STUD 15 PERMITTED IN NONBEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITIONS. 1. JOISTS, BEAMS, AND GIRDERS: USE LONGEST PRACTICABLE LENGTHS, PLACE WITH GROWN SIDE UP. WHERE MEMBERS CANTILEVER, PLAGE GROWN SIDE DOWN. 10. BORED HOLES: A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH MAY BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH STUD 15 DOUBLED, PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLE STUDS ARE 50 BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF THE STUD A5 A CUT OR NOTCH. II. ROUGH WINDOW SILLS OVER 8 FEET IN LENGTH SHALL BE DOUBLED. 12. BLOCKING TO BE PROVIDED AT ALL HANDRAILS. 13. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER, ETC. TEMPORARY WALL BRACING: I. THE FRAMER 15 RESPONSIBLE FOR INSTALLING TEMPORARY WALL BRACING TO ADEQUATELY SUPPORT FRAMING DURING CONSTRUCTION. THIS BRACING TO REMAIN IN PLACE UNTIL STRUCTURAL INTEGRITY HAS BEEN ACHIEVED. STAIRWAYS, LANDINGS, GUARDS AND HANDRAILS: I. SHALL COMPLY FULLY WITH G.R.G. R3I1.1 2. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE 50E OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS. (G.R.C. R311.1.8) 3. HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. (G..R.G. R311.1.8.4) EXCEPTIONS: I. HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS, AT A LANDING, OR OVER THE LOWEST TREAD. 2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD. FIREBLOCKING: I. IN COMBUSTIBLE CONSTRUCTION, FIRESLOGKING SHALL BE PROVIDED TO GUT OFF BOTH VERTICAL AND HORIZONTAL CONGEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (C.R.C. R302.11) 2. THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. (C.R.C. 302.112) FIREBLOGKING LOCATIONS: I. FIREBLOGKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: (C.R.C. R302.11) I. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, A5 FOLLOWS: A. VERTICALLY AT THE CEILING AND FLOOR LEVELS. B. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. 2. AT ALL INTERCONNECTIONS BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES SUCH A5 OCCUR AT SOFFITS, PROP CEILINGS AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION G.R.G. R302.7. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES AND WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR FIREBLOGKING OF CHIMNEY'S AND FIREPLACES, SEE SECTION G.R.G. RI003.19. 6. FIREBLOGKING OF CORNICES OF A TWO-FAMILY DWELLING 15 REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIREBLOCKING MATERIALS: I. EXCEPT A5 PROVIDED IN SECTION R302.11, ITEM 4, FIREBLOGKING SHALL CONSIST OF THE FOLLOWING MATERIALS. (C.R.C. R302.11.1) I. TWO-INCH NOMINAL LUMBER. 2. TW0 THICKNESSES OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS. 3. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32-INGH WOOD STRUCTURAL PANELS. 4. ONE THICKNESS OF 3/4-INCH PARTICLEBOARD WITH JOINTS BACKED BY 3/4-INGH PARTICLEBOARD. 5. ONE-HALF-INGH GYPSUM BOARD. 6. ONE -QUARTER -INCH GEMENT-BASED MILLBOARD. 1. BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER A5 TO BE SECURELY RETAINED IN PLAGE. 8. CELLULOSE INSULATION INSTALLED A5 TESTED IN ACCORDANCE WITH ASTM ElIGI OR UL 263, FOR THE SPECIFIC APPLICATION. 2. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT HORIZONTAL FIREBLOGKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. (C.R.C. R302.11.1.1) 3. UNFAGED FIBERGLASS BATT INSULATION USED A5 FIREBLOCKING SHALL FILL THE ENTIRE CROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF NOT LESS THAN 16 INCHES MEASURED VERTICALLY. WHERE PIPING, CONDUIT OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. (C.R.C. R302.11.1.2) 4. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED A5 A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLAGE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. (C.R.C. R302.11.1.3) * sVD G<(- GNESTER Y Exp. s �TF ti TFC' w sz-- A Rc •►3971 01/31/23 O 1 CA\--OQ ING • I CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA GENERAL (2019 CALIFORNIA JOB NUMBER: COPYRIGHT BASSENIAN NOTES 6.1 LAGONI CODES) 985-21145 C 2020 ARCHITECTS ■ PLOT DATE: FILE NAME: 1145 G1 GENERAL NOTES (201'1 CALIFORNIA CODES) DIVISION 6 CARPENTRY ( CONTINUED ) DRAFTSTOPPING: I. IN COMBUSTIBLE CONSTRUCTION WHERE THERE 15 USABLE SPACE BOTH ABOVE AND BELOW THE CONGEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOP5 SHALL BE INSTALLED 50 THAT THE AREA OF THE CONGEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. (G.R.C. R302.12) 2. DRAFTSTOPPING SHALL DIVIDE THE CONGEALED SPAGE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY 15 ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR -CEILING A55EMBLIE5 UNDER THE FOLLOWING CIRCUMSTANCES: I. CEILING 15 SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING 15 CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. 3. THE INTEGRITY OF ALL DRAFTSTOP5 SHALL BE MAINTAINED. (G.R.G. R 302.12.1) DRAFTSTOPPING MATERIALS: I. DRAFTSTOPPING SHALL NOT BE LESS THAN THE FOLLOWING: (G.R.C. R302.12.1) I. 1/2-INCH GYPSUM BOARD. 2. 3/8-INCH WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. 2. DRAFSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLE55 OTHERWISE APPROVED BY THE BUILDING OFFICIAL. ATTIC VENTILATION: I. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF THE ROOF RAFTERS SHALL HAVE CR055 VENTILATION FOR EACH SEPARATE SPAGE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. (G.R.C. R806) 2. VENTILATION OPENINGS SHALL HAVE A LEAST DIMENSION OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4 INCH SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIMENSION OF I/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION R802.1. 3. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. 4. THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPAGE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPAGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: I. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER 15 INSTALLED ON THE WARM -IN -WINTER 51DE OF THE GEILINS. 2. NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPAGE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET (1I4 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPAGE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPAGE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (qI4 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPAGE SHALL BE PERMITTED. 5. NET FREE VENTING AREA PROVIDED BY EACH VENT 15 BASED ON ASSUMED VENT SIZE AND FREE AREAS. FIELD VERIFY THAT THE MINIMUM "REQUIRED VENTING" A5 LISTED IN THE ATTIC VENT CALCULATIONS 15 PROVIDED WHEN THE FREE VENTING FOR INDIVIDUAL VENTS 15 DIFFERENT THAN THOSE LISTED IN THE ATTIC VENT CALCULATIONS. 6. FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/ TRUSS MFR. TO ACCOMMODATE ALL ATTIC VENTS. 1. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION Rg03. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION R103.I. 8. ALL VENTS SHALL BE INSTALLED 50 A5 TO MAKE THEM WEATHER-PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLASHED IN THE SAME MANNER PRESCRIBED FOR WINDOW INSTALLATIONS. q. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A I -INCH SPAGE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. (C.R.G. R806.3) DIVISION 1 THERMAL 4 MOISTURE PROTECTION FLASHING AND COUNTERFLASHING: I. EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER A5 TO MAKE THEM WEATHERPROOF. 2. FLASHING AND GOUNTERFLASHING SHALL BE PROVIDED AT THE JUNCTION OF THE ROOF AND VERTICAL SURFACES ( WALLS, ETC. ). 3. ALL PARAPETS SHALL BE PROVIDED WITH COPING OF APPROVED MATERIALS. 4. ALL FLASHING, GOUNTERFLASHING AND COPING, WHEN OF METAL, SHALL BE OF NOT LESS THAN NO. 26 U.5. GAUGE CORROSION -RESISTANT METAL. 5. FLASH AND GOUNTERFLASH AT ALL ROOF TO WALL CONDITIONS. 6. G.I. FLASH AND CAULK WOOD BEAMS AND OUTLOOKERS PROJECTED THROUGH EXTERIOR WALLS OR ROOF SURFACES. 1. WHERE EXPOSED TO WEATHER, FLASH ALL HORIZONTAL WOOD TRIM BUTTING TO EXTERIOR FINISH. ROOF VALLEY FLASHINGS: I. ASPHALT SHINGLES: ROOF VALLEY FLASHING SHALL BE THE SAME A5 REQUIRED FOR WOOD SHINGLES OR SHALL BE OF WEAVED ASPHALT SHINGLES APPLIED IN AN APPROVED MANNER WITH AN UNDERLAYMENT OF NOT LESS THAN TYPE 15 FELT EXTENDING 18 INCHES FROM THE CENTER LINE EACH WAY, OR SHALL BE OF TWO LAYERS OF 10-POUND MINERAL SURFACED GAP SHEET CEMENTED TOGETHER WITH THE BOTTOM LAYER NOT LESS THAN 12 INCHES WIDE LAID FACE DOWN AND THE TOP LAYER NOT LESS THAN 24 INCHES WIDE LAID FACE UP. 2. SLATE SHINGLES, AND CLAY AND CONCRETE TILE: ROOF VALLEY FLASHING SHALL BE PROVIDED OF NOT LESS THAN NO. 26 GALVANIZED SHEET GAUGE CORROSION -RESISTANT METAL APPLIED OVER AN UNDERLAYMENT OF NOT LESS THAN 30* A.S.T.M. FELT. THE METAL SHALL EXTEND AT LEAST 12 INGHES FROM THE GENTERLINE EACH WAY AND SHALL HAVE A SPLASH DIVERTER RIB NOT LESS THAN 4 INGHES. SKYLIGHTS: I. SKYLIGHTS SHALL BE CONSTRUCTED AND INSTALLED PER MANUFACTURERS SPEC IFIGAT IONS AND G.R.G. R308.6. WATERPROOFING WEATHER -EXPOSED AREAS: I. BALCONIES, LANDINGS, EXTERIOR STAIRWAYS, OCCUPIED ROOFS AND SIMILAR SURFACES EXPOSED TO THE WEATHER AND SEALED UNDERNEATH SHALL BE WATERPROOFED AND SLOPED A MINIMUM OF 1/4 UNIT VERTICAL IN 12 UNITS HORIZONTAL (2% SLOPE) FOR DRAINAGE. CONCRETE AND MASONRY FOUNDATION WALL DRAINAGE: I. DRAINS SHALL BE PROVIDED AROUND CONCRETE OR MASONRY FOUNDATIONS THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE PER G.R.G. R405.I. 2. DRAINAGE TILES, GRAVEL OR CRUSHED STONE DRAINS, PERFORATED PIPE OR OTHER APPROVED SYSTEMS OR MATERIALS SHALL BE INSTALLED AT OR BELOW THE TOP OF THE FOOTING OR BELOW THE BOTTOM OF THE SLAB AND SHALL DISCHARGE BY GRAVITY OR MEGHANIGAL MEANS INTO AN APPROVED DRAINAGE SYSTEM PER G.R.G. R405.I. CONCRETE AND MASONRY FOUNDATION WALL DAMPPROOFING: I. EXCEPT WHERE REQUIRED TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (6) 6 INGHES BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. PER G.R.G. R406.1 CONCRETE AND MASONRY FOUNDATION WALL WATERPROOFING: I. IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (5) 6 INGHES) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE PER G.R.G. R406.2. DIVISION l THERMAL 4 MOISTURE PROTECTION (GONTINUED ) INSULATION: (SEE ENERGY COMPLIANCE SHEET FOR GA ENERGY TITLE 24 REQUIREMENTS) THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE MUST BE CAULKED, SEALED, OR WEATHERSTRIPPED: - EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALL PANELS, WALL 50LE PLATES AND FLOORS; - OPENINGS FOR PLUMBING, ELECTRICAL AND GAS LINES IN EXTERIOR AND INTERIOR WALLS, CEILINGS AND FLOORS; - OPENINGS IN THE ATTIC FLOOR (SUCH A5 WHERE CEILING PANELS MEET INTERIOR AND EXTERIOR WALLS AND MASONRY FIREPLACES); - AND ALL OTHER SUCH OPENING IN THE BUILDING ENVELOPE. ALTERNATIVE APPROVED TECHNIQUES MAY BE USED TO MEET THE STANDARD CAULKING REQUIREMENTS FOR EXTERIOR WALLS, INCLUDING BUT NOT LIMITED TO, CONTINUOUS STUCCO, CAULKING OR TAPING OF ALL JOINTS BETWEEN WALL COMPONENTS (E.G., BETWEEN SLATS IN WOOD SLAT WALLS), BUILDING WRAPS, OR RIGID WALL INSULATION. 2. BUILDER AND INSULATION INSTALLER ARE TO PROVIDE A CERTIFICATE OF INSULATION AND POST IN THE BUILDING IN A CONSPICUOUS LOCATION. 3. SEE PLANS FOR PARTY WALL CONDITIONS. EXTERIOR WALL COVERINGS: I. WEATHER RESISTIVE BARRIER: PROVIDE ONE (I) LAYER 60 MINUTE GRADE 'D' PAPER MINIMUM UNDER ALL EXTERIOR FINISHES. (PROVIDE (2) LAYERS OVER WOOD BASE SHEATHING BEHIND EXTERIOR PLASTER). 2. ALL EXTERIOR MATERIALS: SHALL CONFORM TO THE REQUIREMENTS OF G.R.G. CHAPTER 1, APPLICABLE EDITION, STATE AND LOCAL CODES. 3. WOOD SHAKES AND SHINGLES: SHALL CONFORM TO G55B GRADING RULES FOR WOOD SHAKES AND SHINGLES AND PER G.R.G. R103.6. 4. WOOD AND HARDBOARD PANEL SIDING SHALL BE INSTALLED PER G.R.G. R103.5. 5. WOOD AND HARDBOARD HORIZONTAL LAP SIDING: SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, WHERE THERE ARE NONE INSTALL PER G.R.G. R103.5. 6. VINYL SIDING: SHALL BE CERTIFIED AND LABELED AS CONFORMING TO THE REQUIREMENTS OF ASTM D 3611 BY AN APPROVED QUALITY CONTROL AGENCY AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. G.R.G. R103.11 1. FIBER CEMENT PANELS/SIDING: SHALL COMPLY WITH THE REQUIREMENTS OF ASTM G 1186 BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. G.R.G. R103.10 S. EXTERIOR PLASTER: INSTALLATION SHALL BE IN COMPLIANCE WITH ASTM G126 AND ASTM GI063 AND G.R.G. R103.1. q. FASTENING: UNLESS SPECIFIED OTHERWISE BY MANUFACTURER ALL WALL GOVERINGS SHALL BE SECURELY FASTENED IN ACCORDANCE WITH G.R.G. TABLE R103.3 OR WITH OTHER APPROVED ALUMINUM, STAINLESS STEEL, ZING -COATED OR OTHER APPROVED CORROSION -RESISTIVE FASTENERS. ASPHALT COMPOSITION SHINGLES: I. ASPHALT COMPOSITION SHINGLES SHALL BE INSTALLED PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS AND G.R.G. R105.2. 2. ASPHALT SHINGLES SHALL COMPLY WITH ASTM 03462 AND D1158 OR D3161. 3. UNDERLAYMENT SHALL CONFORM TO ASTM 0226 TYPE I; ASTM D4861 TYPE I, II, III, OR IV; OR ASTM 06151. 4. ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO, BUT NOT INCLUDING, FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12) A DOUBLE UNDERLAYMENT APPLICATION 15 REQUIRED. 5. WEIGHT, COLOR, AND MATERIAL TO BE APPROVED BY ARCHITECT AND/OR OWNER. CLAY AND CONCRETE TILE: I. ROOF TILE SHALL BE INSTALLED PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS AND G.R.G. Rg05.3. 2. CLAY ROOF TILE SHALL COMPLY WITH ASTM GII6l. 3. CONCRETE ROOF TILE SHALL COMPLY WITH ASTM GI412. 4. UNDERLAYMENT SHALL CONFORM TO ASTM 0226 TYPE II; ASTM 02626 TYPE I; OR ASTM 06380 GLASS M MINERAL SURFACED ROLL ROOFING. 5. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF TWO AND ONE-HALF UNITS VERTICAL IN 12 UNITS HORIZONTAL (2 1/2:12) OR GREATER. FOR ROOF SLOPES FROM TWO AND ONE-HALF UNITS VERTICAL IN 12 UNITS HORIZONTAL (2 1/2:12) UP TO, BUT NOT INCLUDING, FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), DOUBLE UNDERLAYMENT APPLICATION 15 REQUIRED. 6. COLOR AND SHAPE TO BE APPROVED BY ARCHITECT AND/OR OWNER. 1. PROVIDE NAILING AND WIND CLIPS PER MANUFACTURER'S PUBLISHED INSTALLATION PROCEDURES. METAL ROOFING PANELS: I. METAL ROOFING PANELS SHALL BE INSTALLED PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS AND G.R.G. Rg05.10. 2. THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED-SEAM METAL ROOFS WITHOUT APPLIED LAP SEALANT SHALL BE THREE UNITS VERTICAL IN 12 UNITS HORIZONTAL (3:12). 3. THE MINIMUM SLOPE FOR LAPPED, NONSOLDERED-SEAM METAL ROOFS WITH APPLIED LAP SEALANT SHALL BE ONE-HALF VERTICAL UNIT IN 12 UNITS HORIZONTAL (I/2:12). LAP SEALANTS SHALL BE APPLIED IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. THE MINIMUM SLOPE FOR STANDING -SEAM ROOF SYSTEMS SHALL BE ONE -QUARTER UNIT VERTICAL IN 12 UNITS HORIZONTAL (1/4:12). BUILT-UP ROOFING: I. BUILT-UP ROOFING SHALL BE INSTALLED PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTIONS AND G.R.G. Rg05.41. 2. BUILT-UP ROOF COVERING MATERIALS SHALL COMPLY WITH THE STANDARDS IN G.R.G. TABLE R105.q.2 OR UL 55A. 3. BUILT-UP ROOFS SHALL HAVE A DESIGN SLOPE OF A MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (1/4:12) FOR DRAINAGE, EXCEPT FOR GOAL -TAR BUILT-UP ROOFS, WHICH SHALL HAVE A DESIGN SLOPE OF A MINIMUM ONE -EIGHTH UNIT VERTICAL IN 12 UNITS HORIZONTAL ( I/8:12). 4. BUILT-UP ROOFING SHALL BE APPLIED TO SOLID ROOF SHEATHINGS A5 SPECIFIED IN DIVISION 6 OF THESE GENERAL NOTES. 5. EACH PACKAGE OF FELTS, CEMENTS, AND BASE-, PLY- GOMBINATION OR CAP SHEETS SHALL BEAR THE LABEL OF AN APPROVED TESTING LABORATORY HAVING A SERVICE FOR THE INSPECTION OF MATERIAL AND FINISHED PRODUCTS DURING MANUFACTURE FOR SUCH BUILT-UP ROOFING MATERIAL. MEMBRANE HATER RESISTIVE BARRIER: I. MEMBRANE WATERPROOFING SHALL BE INSTALLED TO PREPARED SURFACES BY SKILLED AND QUALIFIED MECHANICS AND SHALL CONFORM TO THE FOLLOWING: MATERIALS: A. ASPHALT PRIMER: CONFORM TO ASTM D41. B. ASPHALT EMULSION: CONFORM TO ASTM DI181, FLINTKOTE G-13 OR EQUAL. G. GLASS CLOTH: CONFORM TO F5 HH-G-4666, FLINTKOTE 'YELLOW JACKET' OR EQ. D. PROTECTION COURSE: CONFORM TO F5 HH-I-526G, FLINTKOTE 'FLINTGLAS' OR MINIMUM 3/8" THICK GYPSUM BOARD. SUMMARY OF MATERIALS PER 100 SQUARE FEET: ASPHALT EMULSION PRIMER (I-I/2 GALLONS) 15 LBS. FIRST COURSE G-I3-E (3 GALLONS) 30 LBS. SECOND COURSE GLASS FABRIC I LBS. THIRD COURSE G-13-E 30 LBS. FOURTH COURSE C-I3-E (3 GALLONS) 30 LBS. APPROXIMATE TOTAL WEIGHT (WET) 106 LBS. BALCONY AND DECK COATINGS: I. ELASTOMERIG OR MEMBRANE DECK COATINGS SHALL BE INSTALLED PER MANUFACTURERS SPEC IFIGAT IONS. 2. COLOR AND FINISH AND DETAILING TO BE APPROVED BY ARCHITECT AND/OR OWNER. EXTERIOR DECKS: I. DECKS, BALCONIES, LANDINGS, EXTERIOR STAIRWAYS AND SIMILAR SURFACES EXPOSED TO THE WEATHER AND SEALED UNDERNEATH SHALL BE WATERPROOFED. 2. ALL EXTERIOR DECKS AND BALCONIES EXPOSED TO WEATHER SHALL BE CONSTRUCTED WITH SUFFICIENT SLOPE (MINIMUM 1/4" PER FOOT) TO ENSURE ADEQUATE DRAINAGE. 3. UNLESS DESIGNED TO DRAIN OVER DECK EDGES, DRAINS AND OVERFLOWS OF ADEQUATE SIZE SHALL BE INSTALLED AT THE LOW POINTS OF THE DECK. 4. PROVIDE MINIMUM 2" (U.N.0) DROP FROM FINISHED INTERIOR FLOOR TO THE HIGHEST FLOOR LEVEL ON ANY ADJOINING DECK OR BALCONY. DIVISION DOORS 4 1^11 NOOJAIS ( CONTINUED ) WINDOWS AND DOORS: I. SEE FLOOR PLANS FOR SIZE AND TYPE. COLOR SHALL BE A5 APPROVED BY ARCHITECT. 2. ALUMINUM SURFACES TO BE PLACED IN CONTACT WITH WOOD, CONCRETE OR MASONRY CONSTRUCTION, EXCEPT WHERE THE ALUMINUM 15 TO BE EMBEDDED IN CONCRETE, SHALL BE GIVEN A HEAVY GOAT OF AN ALKALI -RESISTANT BITUMINOUS PAINT BEFORE INSTALLATION. THE BITUMINOUS PAINT USED SHALL MEET THE REQUIREMENTS OF UNITED STATES MILITARY SPECIFICATION MIL-P-6883. THE PAINT SHALL BE APPLIED AS IT 15 RECEIVED FROM THE MANUFACTURER WITHOUT THE ADDITION OF ANY THINNER. 3. ALUMINUM SURFACES TO BE EMBEDDED IN CONCRETE ORDINARILY NEED NOT BE PAINTED UNLESS CORROSIVE COMPONENTS ARE ADDED TO THE CONCRETE 15 SUBJECTED FOR EXTENDED PERIODS TO EXTREMELY CORROSIVE CONDITIONS. IN SUCH GASES, ALUMINUM SURFACES SHALL BE GIVEN ONE GOAT OF SUITABLE QUALITY PAINT, SUCH A5 ZING CHROMATE PRIMER GONFORMING TO FEDERAL SPECIFICATION TT-P-645 OR EQUIVALENT, OR SHALL BE WRAPPED WITH A SUITABLE PLASTIC TAPE APPLIED IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION AT THE OVERLAP. GARAGE DOORS: I. SPRING MUST BE CONTAINED WITH A RESTRAINT DEVICE TO ANCHOR THE SPRING OR ANY PART THEREOF IN THE EVENT IT FRACTURES. 2. ALL GARAGE DOOR OPENERS REQUIRE THE INCLUSION OF A PHOTO -ELECTRIC SENSOR, EDGE SENSOR, OR SOME OTHER SIMILAR DEVICE FOR REMOTE OPERATION. GLASS AND GLAZING: (SAFETY GLAZING) GLAZING INSTALLED IN HAZARDOUS LOCATIONS, SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH G.R.G. R308.4, ( SAFETY GLASS ). THE FOLLOWING ARE CONSIDERED A5 HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING. I. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: I. WHERE THE GLAZING 15 WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. 2. WHERE THE GLAZING 15 ON A WALL LESS THAN 180 DEGREES FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN -SWINGING DOOR. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHERE THERE 15 AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. WHERE ACCESS THROUGH THE DOOR 15 TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH. GLAZING IN THIS APPLICATION SHALL COMPLY WITH SECTION R308.4.3. 4. GLAZING THAT 15 ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION: I. THE EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN 1 SQUARE FEET. 2. THE BOTTOM EDGE OF THE GLAZING 15 LESS THAN 18 INCHES ABOVE THE FLOOR. 3. THE TOP EDGE OF THE GLAZING 15 MORE THAN 36 INCHES ABOVE THE FLOOR. 4. ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. 2. WHERE GLAZING 15 ADJACENT TO A WALKING SURFACE AND A HORIZONTAL RAIL 15 INSTALLED 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND HAVE A GR055-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES. 4. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. 5. GLAZING IN WALLS, ENCLOSURES OR FENCES GONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. EXCEPTION: GLAZING THAT 15 MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. 6. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: I. WHEN A RAIL 15 INSTALLED ON THE ACCESSIBLE SIDE(5) OF THE GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 11/2 INCHES IN GROSS SECTIONAL HEIGHT. 2. GLAZING 36 INCHES OR MORE MEASURED HORIZ. FROM THE WALKING SURFACE. 1. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING 15 LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING 15 PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS 15 MORE THAN 18 INCHES FROM THE GUARD. 8. GLAZING IN WARDROBE DOORS SHALL MEET THE IMPACT TEST REQUIREMENTS FOR SAFETY GLAZING A5 SET FORTH IN G.B.G. STANDARD NO. 24-2, PART II. LAMINATED GLASS SHALL ALSO MEET THE BOIL TEST REQUIREMENTS OF THE SAME STANDARD. MIRROR PANELS SHALL BE SAFETY GLAZED TO CONFORM WITH ANSI Z11.1. q. HINGED SHOWER DOORS SHALL OPEN OUTWARD. WEATHER STRIPPING: I. ALL SLIDING, SWINGING DOORS AND WINDOWS OPENING TO THE EXTERIOR OR TO UNCONDITIONED AREAS SHALL BE FULLY WEATHER STRIPPED, GASKETED OR OTHERWISE TREATED TO LIMIT AIR INFILTRATION. 2. ALL MANUFACTURED WINDOWS AND SLIDING GLA55 DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE CURRENT AMERIGAN NATIONAL STANDARDS INSTITUTE ASTM E283-13 WITH A PRESSURE DIFFERENTIAL OF 1.51 POUNDS PER SQUARE FOOT AND SHALL BE CERTIFIED AND LABELED. EMERGENCY ESCAPE AND RESUCE OPENINGS: I. BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. G.R.G. R 310.1 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE MAINTAINED FREE OF ANY OBSTRUCTIONS OTHER THAN THOSE ALLOWED BY THIS SECTION AND SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL KNOWLEDGE. WINDOW OPENING CONTROL DEVICES ON WINDOWS SERVING A5 A REQUIRED EMERGENCY ESCAPE AND RESCUE OPENING SHALL COMPLY WITH ASTM F20g0. G.R.G. R310.1.I. 3. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.1 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INGHES. G.R.G. R3IO2 EXCEPTION: GRADE FLOOR OPENINGS OR BELOW -GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET. 4. WHERE A WINDOW 15 PROVIDED A5 THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INGHES MEASURED FROM THE FLOOR; WHERE THE SILL HEIGHT 15 BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH G.R.G. R310.2.3. 5. BASEMENT WINDOW WELLS SHALL MEET THE REQUIREMENTS AND BE PROVIDED WITH LADDER OR STEPS AND DRAINAGE PER G.R.G. R3I0.2.3. MEANS OF EGRESS: I. DWELLINGS SHALL BE PROVIDED WITH A MEANS OF EGRESS IN ACCORDANCE WITH G.R.G. R31I. G.R.G. R311.I 2. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED FOR EACH DWELLING UNIT AND MEET THE REQUIREMENTS OF G.R.G. R3I1.2 DIVISION FINISHES ( CONTINUED ) GYPSUM WALLBOARD: I. ALL GYPSUM WALLBOARD AND GYPSUM PANEL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE G.R.G. R102.3. 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR INSTALLATION 15 PROVIDED. 3. GYPSUM BOARD AND GYPSUM PANEL PRODUCT MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C415, C514, G1002, C1041, CIIII, G1178, CI218, G13g6, CI658 OR C1166 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL CONFORM TO ASTM C551. G.R.G. R102.3.1 4. SUPPORTS AND FASTENERS USED TO ATTACH GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL COMPLY WITH TABLE R102.3.5. GYPSUM SHEATHING SHALL BE ATTACHED TO EXTERIOR WALLS IN ACCORDANCE WITH TABLE R602.3(I). GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL BE APPLIED AT RIGHT ANGLES OR PARALLEL TO FRAMING MEMBERS. ALL EDGES AND ENDS OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES AND ENDS THAT ARE PERPENDICULAR TO THE FRAMING MEMBERS. INTERIOR GYPSUM BOARD SHALL NOT BE INSTALLED WHERE IT 15 DIRECTLY EXPOSED TO THE WEATHER OR TO WATER. CERAMIC TILE: I. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, AI18.1, AI18.3, A136.1 AND AI31.1. G.R.G. R102.4.1 2. BACKER BOARD USED FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS A5 NOTED BELOW, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. G.R.G. R102.4..2 MATERIAL STANDARD GLASS MAT GYPSUM BACKING PANEL ASTM GI118 FIBER -REINFORCED GYPSUM PANELS ASTM G1218 NONASBESTOS FIBER -CEMENT BACKER BOARD ASTM C1288 OR 150 8336, CATEGORY G NONASBESTO5 FIBER MAT -REINFORCED CEMENT ITI°US BACKER UNITS AS-I'M C1325 LAIN AND PLASTER: I. INSTALLATION OF EXTERIOR PLASTER AND LATH SHALL BE IN COMPLIANCE WITH ASTM G126, ASTM CI063 AND THE PROVISIONS OF THE G.R.G. G.R.G. R301.1 2. GOLOR AND FINISH TO BE APPROVED BY ARCHITECT AND/OR OWNER. RESAWN AND ROUGHSAWN LUMBER: I. ALL ROUGHSAWN AND RESAWN SURFACES TO RECEIVE PRIME AND PAINT. COLOR AND FINISH TO BE APPROVED BY CONTRACTOR. 2. ALL WOOD EXPOSED TO WEATHER TO BE PRIMED PRIOR TO ASSEMBLY. FLOORING, COUNTERTOPS AND PAINTING: I. SEE FINISH SCHEDULES. COLOR AND MATERIAL TO BE APPROVED BY ARCHITECT. 2. INSTALLATION OF GROUTED TILE FLOORING 15 NOT RECOMMENDED OVER WOOD FRAMED FLOOR SYSTEMS. DIVISION II EQU I PMENT INSTALLATION: . INSTALLATION INSTRUCTIONS FOR ALL LISTED EQUIPMENT SHALL BE PROVIDED TO THE FIELD INSPECTOR AT THE TIME OF INSPECTION. DIVISION 15 M!GHAN I GAL ANi, PLUMS I NC PLUMBING FIXTURES: I. ALL PLUMBING FIXTURES TO BE LEAD FREE COMPLIANT PER G.P.G. 604.2. WATER PIPING: I. COPPER TUBE FOR WATER PIPING SHALL HAVE A WEIGHT OF NOT LESS THAN THAT OF COPPER WATER TUBE TYPE L. G.P.G. 604.3 EXCEPTION: TYPE M COPPER OR COPPER ALLOY TUBING MAY BE USED FOR WATER PIPING WHEN PIPING 15 ABOVEGROUND IN, OR ON, A BUILDING OR UNDERGROUND 50E OF STRUCTURES. 2. NO WATER, SOIL OR WASTE PIPE SHALL BE INSTALLED OR PERMITTED OUTSIDE OF A BUILDING OR IN AN EXTERIOR WALL, UNLESS WHERE NECESSARY, ADEQUATE PROVISION 15 MADE TO PROTECT SUCH PIPE FROM FREEZING. 3. PIPING SUBJECT TO UNDUE CORROSION, EROSION OR MECHANICAL DAMAGE SHALL BE PROTECTED IN AN APPROVED MANNER. WATER HEATERS: I. WATER HEATERS SHALL BE STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE AT POINTS WITHIN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSIONS. AT THE LOWER POINT, A MAXIMUM DISTANCE OF 4" SHALL BE MAINTAINED ABOVE THE CONTROLS WITH THE STRAPPING. 2. WATER HEATERS TO BE PROVIDED WITH TEMPERATURE AND PRESSURE RELIEF VALVE HAVING A FULL-SIZED DRAIN OF GALVANIZED STEEL OR HARD DRAWN COPPER TO OUTSIDE OF BUILDING WITH END OF PIPE NOT MORE THAN 2 FT. AND NOT LESS THAN 6" ABOVE THE GRADE, POINTING DOWNWARD, THE TERMINAL END BEING UNTHREADED. WASTE PIPING: I. ALL WASTE PIPING WHICH PENETRATES FIRE -RESISTIVE ASSEMBLIES SHALL COMPLY WITH THE REQUIREMENTS FOR THROUGH PENETRATIONS AND/OR MEMBRANE PENETRATIONS PER THE CALIFORNIA BUILDING CODE, APPLICABLE EDITION, STATE AND LOCAL GORES. 2. RAPID FIT WASTE AND OVERFLOW FITTINGS SHALL BE USED IN LIEU OF ACCESS PANEL A5 PER I.A.P.M.O. FILE NO. 166. COMBUSTION AIR VENTS: I. COMBUSTION AIR VENTS AND DUCTS SHALL BE PROVIDED WITH MINIMUM UNOBSTRUCTED COMBUSTION AIR OPENINGS A5 REQUIRED BY G.M.G. GAS VENTS: I. GAS VENTS SHALL TERMINATE NOT LESS THAN 2-FEET FEET ABOVE THE HIGHEST POINT WHERE THEY PASS THROUGH THE ROOF AND AT LEAST 2 FEET HIGHER THAN ANY PORTION OF A BUILDING WITHIN 10-FEET. GAS VENTS SMALLER THAN 12-INGHES IN DIAMETER MAY TERMINATE AT LEAST I FOOT ABOVE THE ROOFS UP TO A 6.12 PITCH AND AT LEAST 8-FEET FROM ANY PORTION OF THE BUILDING. FOR HIGHER ROOF PITCHES. REFER TO G.M.G. FIGURE 802.6.2 AND TABLE 802.6.2. (G.M.G. 802.6.2 * G.M.G. 802.6.2.1) GAS PIPING: I. ALL PIPE USED FOR THE INSTALLATION OF ANY GAS PIPING SHALL BE STANDARD WEIGHT WROUGHT IRON OR STEEL (GALVANIZED OR BLACK), YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE (15) PERCENT COPPER), OR INTERNALLY TINNED OR EQUIVALENTLY TREATED COPPER OF IRON PIPE SIZE. 2. ALL FITTINGS USED IN CONNECTION WITH THE ABOVE PIPING SHALL BE OF MALLEABLE IRON OR YELLOW BRASS (CONTAINING NOT MORE THAN SEVENTY-FIVE (15) PERCENT COPPER). 3. NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND, UNDER ANY BUILDING OR STRUCTURE. ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INGHES ABOVE GRADE OR STRUCTURE (PER G.P.G) GAS METERS: I. GAS METERS SHALL BE SELECTED FOR THE MAXIMUM EXPECTED PRESSURE AND PERMISSIBLE PRESSURE DROP. G.M.G. I308.6 2. GAS METERS SHALL BE LOCATED IN VENTILATED SPACES READILY ACCESSIBLE FOR EXAMINATION, READING, REPLACEMENT, OR NECESSARY MAINTENANCE. G.M.G. 1308.6.1 3. GAS METERS SHALL NOT BE PLACED WHERE THEY ARE SUBJECT TO DAMAGE, SUCH A5 ADJACENT TO A DRIVEWAY; UNDER A FIRE ESCAPE; IN PUBLIC PASSAGES, HALLS, OR WHERE THEY WILL BE SUBJECT TO EXCESSIVE CORROSION OR VIBRATION. G.M.G. 1308.6.1.1. 4. GAS METERS SHALL NOT BE LOCATED WHERE THEY WILL BE SUBJECTED TO EXTREME TEMPERATURES OR SUDDEN EXTREME CHANGES IN TEMPERATURE OR IN AREAS WHERE THEY ARE SUBJECTED TO TEMPERATURES BEYOND THOSE RECOMMENDED BY THE MANUFACTURER. G.M.G. 1308.6.1.2 5. GAS METERS SHALL BE SUPPORTED OR CONNECTED TO RIGID PIPING 50 A5 NOT TO EXERT A STRAIN ON THE METERS. G.M.G. 1308.6.2 6. GAS METERS SHALL BE PROTECTED AGAINST OVERPRESSURE, BACKPRESSURE, AND VACUUM. G.M.G. 1308.6.3 DIVISION 15 MEGHAN I GAL ANC f- LUM5I Isle ( CONTINUED ) VERTICAL CLEARANCE ABOVE COOKTOP: I. HOUSEHOLD COOKING APPLIANCES SHALL HAVE A VERTICAL CLEARANCE ABOVE THE GOOK TOP OF NOT LE55 THAN 30 INCHES TO COMBUSTIBLE MATERIAL OR METAL CABINET. A MINIMUM CLEARANCE OF 24 INCHES 15 PERMITTED WHERE ONE OF THE FOLLOWING 15 INSTALLED: G.M.G. q20.3.2. I.I. THE UNDERSIDE OF THE COMBUSTIBLE MATERIAL OR METAL CABINET ABOVE THE COOKTOP 15 PROTECTED WITH NOT LESS THAN 1/4 INCH INSULATING MILLBOARD COVERED WITH SHEET METAL NOT LESS THAN .0122 INCH THICK. 1.2. A METAL VENTILATING HOOD OF SHEET METAL NOT LESS THAN .0122 INCH THICK 15 INSTALLED ABOVE THE COOKTOP WITH A CLEARANCE OF NOT LESS THAN 1/4 INCH BETWEEN THE HOOD AND THE UNDERSIDE OF THE COMBUSTIBLE MATERIAL OR METAL CABINET, AND THE HOOD 15 A5 WIDE A5 THE APPLIANCE AND 15 CENTERED OVER THE APPLIANCE. 1.3. A LISTED COOKING APPLIANCE OR MICROWAVE OVEN INSTALLED OVER A LISTED COOKING APPLIANCE SHALL BE IN ACCORDANCE WITH THE TERMS OF THE UPPER APPLIANCE AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. DIVISION I6 ELECTS I CAL. MATERIALS: I. ALL MATERIALS USED FOR WIRING SHALL CONFORM TO THE APPLICABLE EDITION OF THE CALIFORNIA ELECTRICAL CODE. WORKMANSHIP: I. ALL WORK SHALL BE IN ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. INSTALLATION: I. ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE "WEATHER-PROOF" 2. RECEPTACLES IN KITCHEN AND BATHROOM SHALL BE INSTALLED ABOVE WORK TOP UNLESS OTHERWISE NOTED ON PLANS. 3. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" (APPROX.) ABOVE FLOOR. 4. WALL SWITCHES TO BE ABOVE FLOOR A5 DETERMINED BY THE ARCHITECT. (42" ABOVE FLOOR, UNLESS NOTED OTHERWISE). 5. PROVIDE TWO OR MORE 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS AT THE KITCHEN, PANTRY, BREAKFAST ROOM, AND DINING ROOM OR SIMILAR AREAS. CIRCUITS SHALL SERVE ALL WALL AND FLOOR RECEPTACLES, COUNTERTOP OUTLETS, AND RECEPTACLE OUTLETS FOR REFRIGERATION EQUIPMENT AND SHALL HAVE NO OTHER OUTLETS PER G.E.G. 210.52 (B). 6. PROVIDE A SEPARATE 20-AMPERE BRANCH GIRGUIT AT LAUNDRY. THE CIRCUIT SHALL HAVE NO OTHER OUTLETS. G.E.C. 210.11 (G) (2). 1. BATHROOM RECEPTACLE OUTLETS SHALL BE SUPPLIED BY A MINIMUM OF ONE 20-AMPERE BRANCH GIRGUIT. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS BUT MAY SERVE MORE THAN ONE BATHROOM PER G.E.G. 210.11 (G) (3). 8. PROVIDE A SEPARATE 20-AMPERE BRANCH GIRGUIT AT GARAGE. THE GIRGUIT SHALL HAVE NO OTHER OUTLETS WITH THE EXCEPTION THAT IT MAY SUPPLY READILY ACCESSIBLE OUTDOOR OUTLETS. C.E.0 210.11 (C) (4). 1. PROVIDE GROUND FAULT GIRGUIT INTERRUPTER (GFGI) PROTECTION OF RECEPTACLES AT BATHROOMS, POWDER ROOMS, GARAGES, OUTDOORS, CRAWL SPACES, UNFINISHED PORTIONS OF BASEMENTS NOT INTENDED A5 HABITABLE ROOMS, KITCHEN REGEPTAGLES SERVING THE COUNTERTOP SURFACES, WHEN LOCATED WITHIN 6 FEET OF THE OUTSIDE EDGE A SINK OR BATHTUB OR SHOWER STALL, AND AT LAUNDRY AREAS. G.E.C. 210.8 (A) 10. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH GIRGUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC -FAULT GIRGUIT INTERRUPTER (AFGI) PER G.E.G. 210.12 (A). II. RECEPTACLES SHALL BE INSTALLED 50 THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPAGE 15 MORE THAN 6 FEET, MEASURED HORIZONTALLY, FROM AN OUTLET IN THAT SPAGE. G.E.G. 210.52 (A) (2) 12. A RECEPTACLE OUTLET SHALL BE INSTALLED IN ANY USABLE WALL SPAGE 2 FEET OR MORE IN WIDTH. G.E.G. 210.52 (A) (2) (I) 13. IN KITCHEN AND DINING AREAS A RECEPTACLE OUTLET SHALL BE INSTALLED AT EACH COUNTER SPAGE WIDER THAN 12 INCHES AND 50 THAT NO POINT ALONG THE WALL LINE 15 MORE THAN 24 INCHES FROM A REGEPTAGLE IN THAT SPAGE. G.E.G. 210.52 (G) (I) 14. IN BATHROOMS AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED WITHIN 3 FEET OF THE OUTSIDE EDGE OF EACH SINK BASIN PER G.E.G. 210.52 (D) 15. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED NOT MORE THAN 6 1/2 FEET ABOVE GRADE LEVEL AT THE FRONT AND BACK OF EACH DWELLING. G.E.G. 210.52 (E) (I) 16. BALCONIES, DECKS, AND PORCHES THAT ARE ACCESSIBLE FROM THE INSIDE OF THE DWELLING SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET INSTALLED NOT MORE THAN 6 1/2 FEET ABOVE THE WALKING SURFACE. G.E.G. 210.52 (E) (3) 11. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN LAUNDRY AREAS DESIGNATED FOR THE INSTALLATION OF LAUNDRY EQUIPMENT. G.E.G. 210.52 (F) 18. IN GARAGES AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED IN EACH VEHICLE BAY AND LOCATED NOT MORE THAN 5 1/2 FEET ABOVE THE FLOOR. G.E.G. 210.52 (0) (I) II. IN HALLWAYS OF 10 FEET OR MORE IN LENGTH, A5 MEASURED FROM CENTERLINE OF HALLWAY WITHOUT PASSING THROUGH A DOOR, SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. G.E.G. 210.52 (H) 20. FOYERS THAT ARE NOT PART OF A HALLWAY AND HAVE AN AREA GREATER THAN 60 50. FT. SHALL HAVE RECEPTACLE(5) LOCATED IN EACH WALL SPAGE 3 FT. OR MORE IN WIDTH. G.E.G. 210.52 (1) 21. ALL 15- AND 20-AMPERE, 125 AND 250 VOLT RECEPTACLES INSTALLED OUTDOORS SHALL HAVE AN ENCLOSURE THAT 15 WEATHERPROOF WHETHER OR NOT THE ATTACHMENT PLUG GAP 15 INSERTED OR REMOVED. G.E.G. 406.q (5) (I) 22. RECEPTACLE OUTLETS SHALL NOT BE INSTALLED WITHIN OR DIRECTLY OVER A BATHTUB OR SHOWER STALL. G.E.G. 406.q (G) 23. ALL 15- AND 20-AMPERE, 125- AND 250-VOLT NONLOGKING-TYPE RECEPTACLES IN DWELLING UNITS SHALL BE LISTED TAMPER -RESISTANT PER G.E.G. 406.12 24. OUTLET BOXES OR OUTLET BOX SYSTEMS USED A5 SUPPORT FOR CEILING FANS SHALL BE LISTED AND MARKED FOR THIS USE PER G.E.G. 422.18. AND INSTALLED PER G.E.G. 314.21 (C) OR G.E.G. 314.21 Z. 25. ALL LIGHT FIXTURES AT EXTERIOR SHALL BE LABELED A5 "SUITABLE FOR WET LOCATIONS". ALL LIGHT FIXTURES AT BATH TUB/SHOWER AREAS SHALL BE LABELED SUITABLE FOR DAMP LOCATIONS OR SUITABLE FOR WET LOCATIONS". G.E.G. 410.10 (A) AND G.E.G. 4310.10 (D) 26. WHERE HYDROMASSAGE BATHTUB 15 CORD AND PLUG CONNECTED WITH SUPPLY RECEPTACLE ACCESSIBLE ONLY THROUGH A SERVICE AGGE55 OPENING, RECEPTACLE SHALL BE INSTALLED 50 THAT ITS FACE 15 IN DIRECT VIEW AND NOT MORE THAN I FOOT FROM OPENING. G.E.G. 680.13. 2l. HYDROMASSAGE TUBS AND THEIR ASSOCIATED ELECTRICAL COMPONENTS SHALL BE ON AN INDIVIDUAL BRANCH GIRGUIT AND BE PROTECTED BY A READILY ACCESSIBLE GROUND -FAULT GIRGUIT INTERRUPTER. G.E.G. 680.11 28. PROVIDE AN INTERSYSTEM BONDING ELECTRODE CAPABLE OF CONNECTING AT LEAST THREE GROUNDING OR BONDING CONDUCTORS REQUIRED FOR COMMUNICATIONS SYSTEMS AND INSTALLED EXTERNALLY AT THE SERVICE ENTRANCE PANEL PER G.E.G. 800.100(5) AND G.E.G. 250.q4. 2q. PROVIDE TWO METHODS OF ELECTRICAL GROUNDING: A. GLAMP AT HOSEBIB. B. ONE ADDITIONAL #4 BAR-20' LONG IN FOOTING AT ELECTRICAL METER LOCATION FOR UFER GROUND. 30. ALL INSTALLED LUMINARIES SHALL MEET THE REQUIREMENTS OF G.En.G. TABLE I50.0-A. 31. ALL LIGHTING CONTROLS REQUIRING TIME -SWITCH, DIMMER, OR OCCUPANT SENSING CONTROL SHALL MEET THE THE REQUIREMENTS OF G.En.0 II0.q(b). 32. ALL RECESSED LUMINARIES IN INSULATED GEILINGS, SHALL BE AIRTIGHT (A.T) AND FOR INSULATION COVER (I.G.) G.En.G. 150.0(k)I.0 33. ARTIFICIAL LIGHT SOURCES AT INTERIOR STAIRS SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS THAN I FOOTGANDLE (II LUX) MEASURED AT THE CENTER OF TREADS AND LANDINGS. CRC R303.1 34. ALL EQUIPMENT AND MATERIALS FURNISHED AND INSTALLED UNDER THIS SECTION SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. DIVISION 16 ELECTS I CAL ( CONTINUED ) CARBON MONOXIDE ALARMS: I. CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 AND UL 211. G.R.G. R315.1 2. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN DWELLING UNITS WHERE EITHER OR BOTH OF THE FOLLOWING CONDITIONS EXIST: G.R.G. R315.2 I. THE DWELLING UNIT CONTAINS A FUEL -FIRED APPLIANCE OR FIREPLACE. 2. THE DWELLING UNIT HAS AN ATTACHED GARAGE THAT COMMUNICATES WITH THE DWELLING UNIT. 3. CARBON MONOXIDE ALARMS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS IN THE FOLLOWING LOCATIONS: G.R.G. R315.3 I. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 2. ON EVERY OCCUPIABLE LEVEL OF A DWELLING UNIT, INCLUDING BASEMENTS. 3. WHERE A FUEL -BURNING APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. 4. COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF CARBON MONOXIDE ALARMS. G.R.G. R315.4 5. WHERE MORE THAN ONE CARBON MONOXIDE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH SECTION R315.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL INTERCONNECTION OF CARBON MONOXIDE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF ONE ALARM. G.R.G. R315.5 6. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE AND, WHERE PRIMARY POWER 15 INTERRUPTED, SHALL RECEIVE POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERGURRENT PROTECTION. G.R.G. R315.6 SMOKE ALARMS: I. SMOKE ALARMS SHALL COMPLY WITH NFPA 12 AND SHALL BE LISTED IN ACCORDANCE WITH UL 211. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND UL 2034. SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 11, DIVISION I FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. G.R.G. R314.1 2. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: G.R.G. R314.3 I. IN EACH SLEEPING ROOM. 2. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL 15 LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET (c1I4 MM) HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION. 3. SMOKE ALARMS SHALL BE TESTED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. G.R.G. R 314.3.2 4. THE INSTALLATION OF SMOKE ALARMS AND SMOKE DETECTORS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: G.R.G. R314.3.3 I. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE LOCATED WHERE AMBIENT CONDITIONS, INCLUDING HUMIDITY AND TEMPERATURE, ARE OUTSIDE THE LIMITS SPECIFIED BY THE MANUFACTURER'S PUBLISHED INSTRUCTIONS. 2. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE LOCATED WITHIN UNFINISHED ATTICS OR GARAGES OR IN OTHER SPACES WHERE TEMPERATURES CAN FALL BELOW 40°F (4°C) OR EXCEED I00°F (38°C). 3. WHERE THE MOUNTING SURFACE GOULD BECOME CONSIDERABLY WARMER OR COOLER THAN THE ROOM, SUCH A5 A POORLY INSULATED CEILING BELOW AN UNFINISHED ATTIC OR AN EXTERIOR WALL, SMOKE ALARMS AND SMOKE DETECTORS SHALL BE MOUNTED ON AN INSIDE WALL. 4. SMOKE ALARMS OR SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20 FEET HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 5. INSTALLATION NEAR BATHROOMS. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY OTHER SECTIONS OF THE GORE. 6. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36 IN. HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORGED AIR HEATING OR COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW FROM THOSE REGISTERS. 1. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36 IN. HORIZONTAL PATH FROM THE TIP OF THE BLADE OF A CEILING SUSPENDED (PADDLE) FAN. 8. WHERE STAIRS LEAD TO OTHER OCCUPIED LEVELS, A SMOKE ALARM OR SMOKE DETECTOR SHALL BE LOCATED 50 THAT SMOKE RISING IN THE STAIRWAY CANNOT BE PREVENTED FROM REACHING THE SMOKE ALARM OR SMOKE DETECTOR BY AN INTERVENING DOOR OR OBSTRUCTION. q. FOR STAIRWAYS LEADING UP FROM A BASEMENT, SMOKE ALARMS OR SMOKE DETECTORS SHALL BE LOCATED ON THE BASEMENT CEILING NEAR THE ENTRY TO THE STAIRS. 10. FOR TRAY - SHAPED GEILINGS (COFFERED CEILINGS), SMOKE ALARMS AND SMOKE DETECTORS SHALL BE INSTALLED ON THE HIGHEST PORTION OF THE CEILING OR ON THE SLOPED PORTION OF THE CEILING WITHIN 12 IN. VERTICALLY DOWN FROM THE HIGHEST POINT. II. SMOKE ALARMS AND DETECTORS INSTALLED IN ROOMS WITH JOISTS OR BEAMS SHALL COMPLY WITH THE REQUIREMENTS OF NFPA 5. WHERE MORE THAN ONE SMOKE ALARM 15 REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING OR SLEEPING UNIT, THE SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. G.R.G. R314.4 6. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 11, DIVISION I FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. G.R.G. R314.5 1. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING 15 SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE ALARMS WITH INTEGRAL STROBES THAT ARE NOT EQUIPPED WITH BATTERY BACKUP SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN A5 REQUIRED FOR OVERCURRENT PROTECTION. G.R.G. R314.6 * sVD G<C, GNESTE& Y Exp. s 9TFO Ts•• C' -23 P A Rc •►3971 01 i /31 /23 C ALA° ING • I CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA GENERAL (2019 CALIFORNIA JOB NUMBER: COPYRIGHT BASSENIAN NOTES 6.2 LAGONI CODES) 985-21145 C 2020 ARCHITECTS ■ N co PLOT DATE: FILE NAME: 1145 GC1 ALJOSNIA GREEN BUILDING STANDARDS GODE (GAL GREEN) (2011 GALIFORNIA GODES) DIVISION 4.1 PLANN I NC * DES I C N 4.I06 SITE DEVELOPMENT: 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION: PROJECTS WHICH DISTURB LESS THAN ONE AGRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. IN ORDER TO MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION, ONE OR MORE OF THE FOLLOWING MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT EROSION AND RETAIN SOIL RUNOFF ON THE SITE. I. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON SITE. 2. WHERE STORM WATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. 3. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINAGE. 4.106.3 GRADING AND PAVING: CONSTRUCTION PLANS SHALL INDICATE HOW THE SITE GRADING OR DRAINAGE SYSTEM WILL MANAGE SURFACE WATER FLOWS TO WATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE WATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: I. SWALES. 2. WATER COLLECTION AND DISPOSAL SYSTEMS. 3. FRENCH DRAINS. 4. WATER RETENTION GARDENS. 5. OTHER WATER MEASURES WHIGH KEEP SURFAGE WATER AWAY FROM BUILDINGS AND AID IN GROUNDWATER RECHARGE. 4.106.4 ELECTRIC VEHICLE (EV) CHARGING FOR NEW CONSTRUCTION: NEW GONSTRUGTION SHALL COMPLY WITH SEGTIONS 4.106.4.1 AND 4.106.4.2 TO FACILITATE FUTURE INSTALLATION AND USE OF ELEGTRIG VEHICLE CHARGERS. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EV5E) SHALL BE INSTALLED IN AGGORDANGE WITH THE GALIFORNIA ELEGTRIGAL GODE, ARTICLE 625. I. EXCEPTIONS: ON A CASE -BY -CASE BASIS, WHERE THE LOCAL ENFORGING AGENCY HAS DETERMINED EV CHARGING AND INFRASTRUCTURE ARE NOT FEASIBLE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS: 1.1 WHERE THERE 15 NO GOMMERGIAL POWER SUPPLY. 1.2 WHERE THERE 15 EVIDENGE SUBSTANTIATING THAT MEETING THE REQUIREMENTS WILL ALTER THE LOCAL UTILITY INFRASTRUCTURE DESIGN REQUIREMENTS ON THE UTILITY SIDE OF THE METER 50 A5 TO INCREASE THE UTILITY SIDE COST TO THE HOMEOWNER OR THE DEVELOPER BY MORE THAN $400.00 PER DWELLING UNIT. 2. AGGESSORY DWELLING UNITS (ADU) AND JUNIOR ACCESSORY DWELLING UNITS (JADU) WITHOUT ADDITIONAL PARKING FACILITIES. 4.106.4.1 NEW ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGES: FOR EACH DWELLING UNIT, INSTALL A LISTED RAGEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH GIRGUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE I (NOMINAL I-INGH INSIDE DIAMETER). THE RAGEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. RACEWAYS ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INAGGE55IBLE OR CONGEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH GIRGUIT AND SPAGE(5) RESERVED TO PERMIT INSTALLATION OF A BRANGH GIRGUIT OVERGURRENT PROTECTIVE DEVICE. 4.106.4.1.1 IDENTIFICATION: THE SERVICE PANEL OR SUBPANEL GIRGUIT DIRECTORY SHALL IDENTIFY THE OVERGURRENT PROTECTIVE DEVIGE SPAGE(5) RESERVED FOR FUTURE EV GHARGINS AS "EV CAPABLE".THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED A5 "EV CAPABLE" 4.106.4.2 NEW MULTIFAMILY DWELLINGS: IF RESIDENTIAL PARKING 15 AVAILABLE, TEN (10) PERGENT OF THE TOTAL NUMBER OF PARKING SPACES ON A BUILDING SITE, PROVIDED FOR ALL TYPES OF PARKING FACILITIES, SHALL BE ELECTRIC VEHIGLE CHARGING SPAGES (EV SPAGES) CAPABLE OF SUPPORTING FUTURE EVSE. CALCULATIONS FOR THE REQUIRED NUMBER OF EV SPAGES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. NOTE: I. CONSTRUCTION DOCUMENTS ARE INTENDED TO DEMONSTRATE THE PROJECT'S CAPABILITY AND CAPACITY FOR FACILITATING FUTURE EV CHARGING. 2. THERE 15 NO REQUIREMENT FOR EV SPAGES TO BE CONSTRUCTED OR AVAILABLE UNTIL EV CHARGERS ARE INSTALLED FOR USE. 4.106.4.2.1 ELECTRIC VEHICLE CHARGING STATION (EVCS) LOCATIONS: GONSTRUGTION DOCUMENTS SHALL INDICATE THE LOCATION OF PROPOSED EV SPAGES. WHERE COMMON USE PARKING 15 PROVIDED AT LEAST ONE EV SPACE SHALL LOCATED IN THE COMMON USE PARKING AREA AND SHALL BE AVAILABLE FOR USE BY ALL RESIDENTS. 4.106.4.2.1.1 ELGTRIGAL VEHICLE CHARGING STATIONS (EVGS). WHEN EV CHARGERS ARE INSTALLED, EV SPAGES REQUIRED BY SECTION 4.106.4.2.2. ITEM 3, SHALL COMPLY WITH AT LEAST ONE OF THE FOLLOWING OPTIONS: I. THE EV SPAGES SHALL BE LOCATED ADJACENT TO AN AGGESSIBLE PARKING SPACE MEETING THE REQUIREMENTS OF THE CALIFORNIA BUILDING GODE, CHAPTER IIA, TO ALLOW USE OF THE EV CHARGER FROM THE AGGESSIBLE PARKING SPACE. 2. THE EV SPACE SHALL BE LOCATED ON AN AGGESSIBLE ROUTE, AS DEFINED IN THE GALIFORNIA BUILDING GODE, GHAPTER 2, TO THE BUILDING. EXCEPTION: ELECTRIC VEHICLE CHARGING STATION DESIGNED AND CONSTRUCTED IN COMPLIANCE WITH THE CALIFORNIA BUILDING GODE, CHAPTER IIB, ARE NOT REQUIRED TO COMPLY WITH SECTION 4.106.4.2.1 AND SECTION 4.106.4.2.2, ITEM 3. NOTE: ELECTRIC VEHICLE CHARGING STATIONS SERVING PUBLIG HOUSING ARE REQUIRED TO COMPLY WITH THE GALIFORNIA BUILDING CODE, 116. 4.106.4.22 ELECTRIC VEHICLE CHARGING SPACE (EV SPACE) DIMENSIONS: THE EV SHALL BE DESIGNED TO COMPLY WITH THE FOLLOWING: I. THE MINIMUM LENGTH OF EACH EV SHALL BE 18 FEET. 2. THE MINIMUM WIDTH OF EACH EV SHALL BE q FEET. 3. ONE IN EVERY 25 EV, BUT NOT LESS THAN ONE, SHALL ALSO HAVE AN 8-FOOT WIDE MINIMUM AISLE. A 5-FOOT WIDE MINIMUM AISLE SHALL BE PERMITTED PROVIDED THE MINIMUM WIDTH OF THE EV 15 12 FEET. A. SURFACE SLOPE FOR THIS EV AND THE AISLE SHALL NOT EXCEED I UNIT VERTICAL IN 48 UNITS HORIZONTAL (2.083 PERGENT SLOPE) IN ANY DIRECTION. 4.106.4.2.3 SINGLE EV REQUIRED: INSTALL A LISTED RACEWAY CAPABLE OF AGGOMMODATING A 208/240-VOLT DEDICATED BRANGH GIRGUIT. THE RACEWAY SHALL NOT BE LESS THAN TRADE SIZE I (NOMINAL I-INGH INSIDE DIAMETER). THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE EV. CONSTRUCTION DOCUMENTS SHALL IDENTIFY THE RACEWAY TERMINATION POINT. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDIGATED BRANCH GIRGUIT AND SPAGE(5) RESERVED TO PERMIT INSTALLATION OF A BRANCH GIRGUIT OVERGURRENT PROTECTIVE DEVIGE. 4.106.4.2.4 MULTIPLE EV REQUIRED: CONSTRUCTION DOCUMENTS SHALL INDIGATE THE RAGEWAY TERMINATION POINT AND PROPOSED LOCATION OF FUTURE EV AND EV CHARGERS. CONSTRUCTION DOCUMENTS SHALL ALSO PROVIDE INFORMATION ON AMPERAGE OF FUTURE EV5E, RACEWAY METHOD(5), WIRING SCHEMATICS AND ELEGTRIGAL LOAD GALGULATIONS TO VERIFY THAT THE ELEGTRIGAL PANEL SERVIGE GAPACITY AND ELEGTRIGAL SYSTEM, INCLUDING ANY ON-51TE DISTRIBUTION TRANSFORMER(5), HAVE SUFFICIENT GAPAGITY TO SIMULTANEOUSLY CHARGE ALL EV5 AT ALL REQUIRED EV AT THE FULL RATED AMPERAGE OF THE EV5E. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCH GIRGUIT. RACEWAYS AND RELATED COMPONENTS THAT ARE PLANNED TO BE INSTALLED UNDERGROUND, ENCLOSED, INAGGE55IBLE OR IN CONGEALED AREAS AND SPAGES SHALL BE INSTALLED AT THE TIME OF ORIGINAL CONSTRUCTION. DIVISION 4.1 PLANN I NC * S I C N (CONTINUED) 4.106.4.25 IDENTIFICATION: THE SERVICE PANEL OR SUBPANEL GIRGUIT DIRECTORY SHALL IDENTIFY THE OVERGURRENT PROTECTIVE DEVICE SPAGE(5) RESERVED FOR FUTURE EV CHARGING PURPOSES A5 "EV CAPABLE" IN ACCORDANCE WITH THE CALIFORNIA ELEGTRIGAL GODE. DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.505 INDOOR WATER USE : 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS: PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL COMPLY WITH SECTIONS 4.303.1.1, 4.303.1.2, 4.303.1.3 AND 4303.1.4. NOTE: ALL NONCOMPLIANT PLUMBING FIXTURES IN ANY RESIDENTIAL REAL PROPERTY SHALL BE REPLAGED WITH WATER -CONSERVING PLUMBING FIXTURES. PLUMBING FIXTURE REPLACEMENT 15 REQUIRED PRIOR TO 155UANGE OF A GERTIFIGATE OF FINAL COMPLETION, GERTIFIGATE OF OCCUPANCY, OR FINAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CIVIL GODE SECTION 1101.1, ET SEQ., FOR THE DEFINITION OF A NONCOMPLIANT PLUMBING FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED AND OTHER IMPORTANT ENACTMENT DATES. 4.303.1.1 WATER CLOSETS: THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. TANK-TYPEWATER CLOSETS SHALL BE GERTIFIED TO THE PERFORMANCE GRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR TANK -TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS 15 DEFINED A5 THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. 4.303.12 URINALS: THE EFFECTIVE FLUSH VOLUME OF WALL -MOUNTED URINALS SHALL NOT EXGEED 0.125 GALLONS PER FLUSH. THE AFFECTIVE FLUSH VOLUME OF ALL OTHER URINALS SHALL NOT EXGEED 0.5 GALLON PER FLUSH. 4303.13.1 SINGLE SHOWERHEAD: SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 GALLONS PER MINUTE AT 80 P51. SHOWERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 4.303.1.3.2 MULTIPLE SHOWERHEADS SERVING ONE SHOWER: WHEN A SHOWER 15 SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED I. GALLONS PER MINUTE AT 80 P51, OR THE SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE: A HAND-HELD SHOWER SHALL BE CONSIDERED A SHOWERHEAD. 4303.1.4.1 RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUGETS SHALL NOT EXGEED 1.2 GALLONS PER MINUTE AT 60 P51. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUGETS SHALL NOT BE LESS THAN 0.8 GALLONS PER MINUTE AT 20 P51. 4303.1.4.2 LAVATORY FAUGETS IN COMMON AND PUBLIC USE AREAS: THE MAXIMUM FLOW RATE OF LAVATORY FAUGETS INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 0.5 GALLONS PER MINUTE AT 60 PSI. 4303.1.4.3 METERING FAUGETS: METERING FAUGETS WHEN INSTALLED IN RESIDENTIAL BUILDINGS SHALL NOT DELIVER MORE THAN 0.2 GALLONS PER CYCLE. 4303.1.4.4 KITCHEN FAUGETS: THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXGEED 1.8 GALLONS PER MINUTE AT 60 P51. KITCHEN FAUGETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GALLONS PER MINUTE AT 60 P51, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF I. GALLONS PER MINUTE AT 60 P51. NOTE: WHERE COMPLYING FAUGETS ARE UNAVAILABLE, AERATORS OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION. 4303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN AGGORDANGE WITH THE CALIFORNIA PLUMBING GODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENGED IN TABLE 1101.1 OF THE CALIFORNIA PLUMBING GODE. 4.504 OUTDOOR WATER USE: 4304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS: RESIDENTIAL DEVELOPMENTS SHALL COMPLY WITH A LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHIGHEVER 15 MORE STRINGENT. NOTES: I. THE MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO) 15 LOCATED IN THE CALIFORNIA GODE OF REGULATIONS, TITLE 23, CHAPTER 2.7, DIVISION 2. MWELO AND SUPPORTING DOCUMENTS, INCLUDING A WATER BUDGET CALCULATOR, ARE AVAILBLE AT: HTTPS://WWW.WATER.GA.GOV/ 4.505 WATER REUSE SYSTEMS: 4305.1 RECYLCED WATER SUPPLY SYSTEMS: NEWLY CONSTRUCTED RESIDENTIAL DEVELOPMENTS, WHERE DISINFECTED TERTIARY RECYCLED WATER 15 AVAILABLE FROM A MUNICIPAL SOURCE TO A GONSTRUGTION SITE, MAY BE REQUIRED TO HAVE RECYCLED WATER SUPPLY SYSTEMS INSTALLED, ALLOWING THE USE OF RECYCLED WATER FOR RESIDENTIAL LANDSGAPE IRRIGATION SYSTEMS. SEE CHAPTER 15 OF THE CALIFORNIA PLUMBING GODE. DIVISION 4.4 MATERIAL CONSERVATION $ RESOURCE EFFICIENCY 4.406 ENHANCED DURAS I L. I TY AND REDUCED MA I NTENANCE 4.406.I RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELEGTRIG GABLES, CONDUITS OR OTHER OPENINGS IN 50LE /BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUGH OPENINGS WITH GEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD AGGEPTABLE TO THE ENFORGING AGENCY. 4.408 CONSTRUCTION WASTE REDUCTION, D I SPOSAL AND RECYCL I NC 4.40E5.1 CONSTRUCTION WASTE MANAGEMENT: RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4, OR MEET A MORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE. EXCEPTIONS: I. EXCAVATED SOIL AND LAND -CLEARING DEBRIS. 2. ALTERNATE WASTE REDUCTION METHODS DEVELOPED BY WORKING WITH LOCAL AGENGIES IF DIVERSION OR REGYGLE FAGILITIES CAPABLE OF GOMPLIANGE WITH THIS ITEM DO NOT EXIST OR ARE NOT LOGATED REASONABLY CLOSE TO THE JOBSITE. 3. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REQUIREMENTS OF THIS SECTION WHEN ISOLATED JOBSITE5 ARE LOCATED IN AREAS BEYOND THE HAUL BOUNDARIES OF THE DIVERSION FAGILITY. 4.40E5.2 CONSTRUCTION WASTE MANAGEMENT PLAN: SUBMIT A GONSTRUGTION WASTE MANAGEMENT PLAN IN CONFORMANCE WITH ITEMS I THROUGH 5. THE CONSTRUCTION WASTE MANAGEMENT PLAN SHALL BE UPDATED A5 NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORGING AGENCY. I. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING, REUSE ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. 2. SPECIFY IF CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-51TE (SOURCE -SEPARATED) OR BULK MIXED (SINGLE STREAM). 3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND DEMOLITION WASTE MATERIAL WILL BE TAKEN. 4. IDENTIFY CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF GONSTRUGTION AND DEMOLITION WASTE GENERATED. 5. SPECIFY THAT THE AMOUNT OF GONSTRUGTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE GALGULATED BY WEIGHT OR VOLUME, BUT NOT BY BOTH. 4.40E5.3 WASTE MANAGEMENT COMPANY: UTILIZE A WASTE MANAGEMENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHIGH GAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF CONSTRUCTION AND DEMOLITION WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.408.1. NOTE:THE OWNER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUGTION AND DEMOLITION WASTE MATERIALS WILL BE DIVERTED BY A WASTE MANAGEMENT COMPANY. 4.40E5.4 WASTE STREAM REDUCTION ALTERNATIVE (LR): PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHIGH DO NOT EXCEED 3.4 LBS. PER SQUARE FOOT OF THE BUILDING AREA SHALL MEET THE MINIMUM 65 PERGENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SEGTION 4.408.1. 4.40E5.4.1 WASTE STREAM REDUCTION ALTERNATIVE: PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT OF CONSTRUCTION AND DEMOLITION WASTE DISPOSED OF IN LANDFILLS, WHIGH DO NOT EXCEED TWO (2) LBS. PER SQUARE FOOT OF THE BUILDING AREA, SHALL MEET THE MINIMUM 65 PERGENT GONSTRUGTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 4.40E5.5 DOCUMENTATION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENGY WHIGH DEMONSTRATES COMPLIANCE WITH SECTION 4.408.2, ITEMS I THROUGH 5, SECTION 4.408.3 OR SECTION 4.408.4. NOTES: I. SAMPLE FORMS FOUND IN "A GUIDE TO THE CALIFORNIA GREEN BUILDING STANDARDS GODE (RESIDENTIAL)" LOGATED AT WWW.HGD.GA.GOV/BU I DLD I NG-STANDARDS/GALGREEN/GAL-GREEN-FORM.SHTML MAY BE USED TO ASSIST IN DOCUMENTING GOMPLIANGE WITH THIS SECTION. 2. MIXED CONSTRUCTION AND DEMOLITION DEBRIS (04D) PROCESSORS GAN LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES RECYCLING AND RECOVERY (GALREGYGLE). 4.410 15U I LD I NC MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, GOMPAGT DISC, WEB -BASED REFERENCE OR OTHER MEDIA AGGEPTABLE TO THE ENFORCING AGENGY WHIGH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: I. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITH THE BUILDING THROUGHOUT THE LIFE GYGLE OF THE STRUCTURE. 2. OPERATION AND MAINTENANGE INTRUGTIONS FOR THE FOLLOWING: A. EQUIPMENT AND APPLIANCES, INGLUDING WATER SAVING DEVICES AND SYSTEMS, HVAG SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE CHARGERS, WATER HEATING SYSTEMS AND OTHER MAJOR APPLIANGES AND EQUIPMENT. B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. G. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. D. LANDSGAPE IRRIGATION SYSTEMS. E. WATER REUSE SYSTEMS. 3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE RESOURCE CONSUMPTION, INGLUDING RECYCLE PROGRAMS AND LOCATIONS. 4. PUBLIG TRANSPORATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTE- ERIOR RELATIVE HUMIDITY BEWTEEN 30-60 PERGENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 6. INFORMATION ABOUT WATER-GONSERVING LANDSGAPE AND IRRIGATION DESIGN AND CONTROLLERS WHIGH CONSERVE WATER. 7. INSTRUCTIONS FOR MANITAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FOR THE FOUNDATION. S. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEA- SURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 4. INFORMATION ABOUT STATE SOLAR ENERGY AND INGENTIVE PRO- GRAMS AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECTIONS VERIFICATIONS REQUIRED BY THE ENFORCING AGENGY OR THIS GODE. 4.410.2 RECYCLING BY OCCUPANTS: WHERE 5 OR MORE MULTIFAMILY DWELLING UNIT ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY AGGESSIBLE AREA(5) THAT SERVES ALL BUILDINGS ON THE SITE AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON -HAZARDOUS MATERIALS FOR REGYGLING, INCLUDING (AT A MINIMUM) PAPER, CORRUGATED CARDBOARD, GLASS, PLASTIGS, ORGANIC WASTE, AND METALS, OR MEET A LAWFULLY ENACTED LOGAL REGYGLING ORDINANCE, IF MORE RESTIRGTIVE. EXCEPTION: RURAL JURISDICTIONS THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIG RESOURCES GODE SECTION 42644.82 (A)(2)(A) ET SEQ. ARE NOT REQUIRED TO GOMPLY WITH THE ORGANIC WASTE PORTION OF THIS SECTION. DIVISION 4.5 ENVIRONMENTAL QUALITY 4.505 F I REPLACES 4.503.1 GENERAL: ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANARDS (N5P5) EMISSION LIMITS A5 APPLICABLE, AND TO HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOODSTOVES, PELLET STOVES AND FIREPLAGES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION: AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION GOMPONENT OPENINGS SHALL BE GOVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHIGH MAY ENTER THE SYSTEM. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL: FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS: ADHESIVES, SEALANTS AND GAULKS USED ON THE PROJEGT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLE55 MORE STRINGENT LOCAL REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: I. ADHESIVES, ADHESIVES BONDING PRIMERS, ADHESIVES PRIMERS, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SGAQMD RULE 1168 VOG LIMITS, A5 SHOWN IN TABLE 4.504.1 OR 4.504.2, A5 APPLICABLE. SUGH PRODUCTS ALSO SHALL COMPLY WITH RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE, PERGHLOROTHYLENE AND TRIGHLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, A5 SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR GAULKING GOMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHIGH DO NOT WEIGH MORE THAN I POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOG STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA GODE OF REGULATIONS, TITLE 17, GOMMENGING WITH SECTION '4507. 4.504.2.2 PAINTS AND COATINGS: ARGHITEGTURAL PAINTS AND GOATINGS SHALL GOMPLY WITH VOG LIMITS IN TABLE I OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, A5 SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOG CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING A5 FLAT, NONFLAT OR NONFLAT-HIGH GLOSS COATING, BASED ON ITS GLOSS, A5 DEFINED IN SUBSECTIONS 4.21, 4.36, AND 4.37 OF THE 2001 CALIFORNIA AIR RESOURCES BOARD, SUGGESTED CONTROL MEASURE, AND THE CORRESPONDING FLAT, NONFLAT OR NONFLAT-HIGH GLOSS VOG LIMIT IN TABLE 4.504.3 SHALL APPLY. 4.504.2.3 AEROSOL PAINTS AND COATINGS: AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT WEIGHTED MIR LIMITS FOR ROC IN SECTION c14522(A)(2) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF GERTAIN TOXIC GOMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTION 44522(E)(1) AND (F)(I) OF CALIFORNIA GODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION c14520; AND IN AREAS UNDER THE JURISDICTION OF AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERGENT VOG BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 41. 4.504.2.4 VERIFICATION: VERIFICATION OF GOMPLIANGE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENGY. DOCUMENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLOWING: I. MANUFACTURER'S PRODUCT SPECIFICATION. 2. FIELD VERIFICATION OF ON -SITE PRODUCT GONTAINERS. TABLE 4.504.1 ADHESIVE VOC LIMIT 1'2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 50 Wood 30 Fiberglass 80 If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure the VOC content specified in this table, see South Coast Air Quality Management District Rule 1168. TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural Nonporous Porous 250 775 Modified bituminous 500 Marine deck 760 Other 750 DIVISION 4.5 ENVIRONMENTAL QUALITY (CONTINUED) TABLE 4.504.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2, 3 Grams of VOC per Liter of Coating Less Water and Less Exempt Compounds COATING CATEGORY VOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-high gloss coatings 150 SPECIALTY COATINGS Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (sign paints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings 1 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty primers, sealers and undercoaters 100 Stains 250 Stone consolidaitons 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc -rich primers 340 1. Grams per VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in thw table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure, February 1, 2008. More information is available from the Air Resources Board. 4.504.3 CARPET SYSTEMS: ALL GARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING: I. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. 2. GALIFORNIA DEPARTMENT OF PUBLIG HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMMI5510N5 FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.1, FEBRUARY 2013 (ALSO KNOWN A5 SPECIFICATION 01350) 3. N5F/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC GERTIFIGATIONS SYSTEMS INDOOR ADVANTAGE GOLD. 4.504.3.1 CARPET CUSHION: ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN LABEL PROGRAM. 4.504.3.2 CARPET ADHESIVE: ALL GARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILENT FLOORING SYSTEMS: WHERE RESILENT FLOORING 15 INSTALLED, AT LEAST 80 PERGENT OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: I. PRODUCTS COMPLIANT WITH THE CALIFORNIA DEPARTMENT OF PUBLIG HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC GHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01550), CERTIFIED AS A GHPS LOW -EMITTING MATERIAL IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (GHPS) HIGH PERFORMANCE PRODUCTS DATABASE. 2. PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLY THE GREENGUARD CHILDREN B SCHOOLS PROGRAM). 3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSITITUTE (RFGI) FLOORSGORE PROGRAM. 4. MEET THE CALIFORNIA DEPARTMENT OF PUBLIG HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN A5 SPECIFICATION 01350.) 4.504.5 COMPOSITE WOOD PRODUCTS: HARDWOOD PLYWOOD, PARTICLE BOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE A5 SPECIFIED IN ARB'S AIR TOXIGS CONTROL MEASURE FOR COMPOSITE WOOD (17 GGR 13120 ET SEQ.), BY OR BEFORE THE DATES SPEGIFIED IN THOSE SECTIONS, A5 SHOWN IN TABLE 4.504.5. 4.504.5.1 DOCUMENTATION: VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED A5 REQUESTED BY THE ENFORCING AGENGY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: PRODUCT CERTIFICATIONS AND SPECIFICATIONS. 2. CHAIN OF CUSTODY CERTIFICATIONS. PRODUCT LABELED AND INVOICED A5 MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE GCR, TITLE 17, SECTION c13120, ET 5E0) 4. EXTERIOR GRADE PRODUCTS MARKED A5 MEETING THE P5-I OR P5-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN A5/NZ5 226cI OR EUROPEAN 63635 STANDARDS, AND GANADIAN GSA 0121, GSA 0151, GSA 0153, AND GSA 0325 STANDARDS. 5. OTHER METHODS AGGEPTABLE TO THE ENFORCING AGENCY. 3. TABLE 4.504.5 FORMALDEHYDE LIMITS' Maximum formaldehyde emmisions in parts per million. PRODUCT CURRENT LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particle board 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard 2 0.13 Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measures for Composite Wood as tested in accordance with ASTM E133-96 (2002). For additional information, see California Code of Regulations, Title 17, Sections 93120 through 93120.12. 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch. DIVISION 4.5 ENVIRONMENTAL QUALITY (CONTINUED) 4.505 INTERIOR MOISTURE CONTROL 4.5052 CONCRETE 5LA5 FOUNDATIONS: CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING GODE, CHAPTER I9 OR CONCRETE SLAB ON GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL GODE, GHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION. 4.5052.1 CAPILLARY BREAK: A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: I. A 4-INGH (I01.6MM) THIGK BASE OF 1/2 INGH (12.1MM) OR LARGER GLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT GONTAGT WITH GONGRETE AND A GONGRETE MIX DESIGN, WHIGH WILL ADDRESS BLEEDING, SHRINKAGE, AND GURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, AGI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORGING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS: BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED Ici PERGENT MOISTURE CONTENT. MOISTURE GONTENT SHALL BE VERIFIED IN GOMPLIANGE WITH THE FOLLOWING: I. MOISTURE CONTENT SHALL BE DETERMINED WITH EITHER A PROBE TYPE OR CONTACT MOISTURE METER. EQUIVALENT MOISTURE VERIFICATION METHODS MAY BE APPROVED BY THE ENFORCING AGENCY AND SHALL SATISFY REQUIREMENTS FOUND IN SECTION 101.8 OF THIS GODE. 2. MOISTURE READINGS SHALL BE TAKEN AT A POINT 2 FEET (610 MM) TO 4 FEET (12Ic1 MM) FROM THE GRADE STAMPED END OF EACH PIECE TO BE VERIFIED. 3. AT LEAST THREE RANDOM MOISTURE READINGS SHALL BE PER- FORMED ON WALL AND FLOOR FRAMING WITH DOCUMENTATION AGGEPTABLE TO THE ENFORCING AGENCY PROVIDED AT THE TIME OF APPROVAL TO ENCLOSE THE WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHIGH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLAGED OR ALLOWED TO DRY PRIOR TO ENGLOSURE IN WALL OR FLOOR GAVITIES. WET -APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSING. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 BATHROOM EXHAUST FANS: EAGH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL GOMPLY WITH THE FOLLOWING: I. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 2. UNLESS FUNCTIONING A5 A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE GONTROLLED BY A HUMIDITY GONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF < 50 PERGENT TO A MAXIMUM OF 8O PERGENT. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND 15 NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN). NOTES: I. FOR THE PURPOSES OF THIS SEGTION, A BATHROOM 15 A ROOM WHIGH GONTAINS A BATHTUB, SHOWER, OR TUB/SHOWER COMBINATION. 2. LIGHTING INTEGRAL TO THE BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY GODE. 4.507 ENVIRONMENTAL COMFORT 4.5012 HEATING AND AIR-CONDITIONING SYSTEM DESIGN: HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: I. THE HEAT L055 AND HEAT GAIN 15 ESTABLISHED ACCORDING TO AN51/AGGA 2 MANUAL J-2016 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/AGGA I MANUAL D-2016 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT AGGORDING TO ANSI/AGGA 3 MANUAL 5-2014 (RESIDENTIAL EQUIPMENT SELECTION) OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. CHAPTER 1 INSTALLER $ SPECIAL INSPECTOR QUALIFICATIONS 102 QUALIFICATIONS 102.1 INSTALLER TRAINING: HVAG SYSTEM INSTALLERS SHALL BE TRAINED AND GERTIFIED IN THE PROPER INSTALLATION OF HVAG SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM HVAG INSTALLATIONS WHEN UNDER THE DIRECT SUPERVISION AND RESPONSIBILITY OF A PERSON TRAINED AND CERTIFIED TO INSTALL HVAG SYSTEMS OR CONTRACTOR LICENSED TO INSTALL HVAG SYSTEMS. EXAMPLES OF AGGEPTAGLE HVAG TRAINING AND GERTIFIGATION PROGRAMS INGLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: I. STATE GERTIFIED APPRENTICESHIP PROGRAMS 2. PUBLIG UTILITY TRAINING PROGRAMS 3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATE- WIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS 5. OTHER PROGRAMS AGGEPTABLE TO THE ENFORCING AGENGY 102.2 SPECIAL INSPECTION: WHEN REQUIRED BY THE ENFORCING AGENGY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING A5 THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS GODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENGY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS AGGEPTABLE TO THE ENFORCING AGENGY, THE FOLLOWING CERTIFICATIONS OR EDUGATIONMAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR: I. GERTIFIGATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH A5 HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS. 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS AGGEPTABLE TO THE ENFORGING AGENGY. NOTES: I. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS GODE. 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY GOMMISSION (GEG) TO RATE HOMES IN GALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). WHEN REQUIRED BY THE ENFORCING AGENGY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING A5 THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS GODE. 103.1 DOCUMENTATION: DOGUMENTATION USED TO SHOW GOMPLIANGE WITH THIS GODE SHALL INCLUDE BUT 15 NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENGY WHIGH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION 15 NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED IN THE APPLICATION CHECKLIST. * sVD G<c- GNESTER Y Exp. cs) �TF ti TFC' sz-- \OB A Rc •►3971 01/31/23 O 1 CAL ARCHITECTURE • PLANNING • INTERIORS 2031 ORCHARD DRIVE I NEWPORT BEACH. CA 92660 T 949.553.9100 F 949.553.0548 CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA CAL CALIFORNIA BUILDING Gc.1 JOB NUMBER: COPYRIGHT BASSENIAN GREEN STANDARDS CODE 985-21145 LAGONI C ARCHITECTS GREEN 2020 ■ PLOT DATE: FILE NAME: 1145 GC2 ALIORNIA OREEN BUILt,INe STANt,AWS co (cAL CREEN) (201gCODES) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01120) CHECKLIST 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01120) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01/20) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01120) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01120) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 I Effective January 1, 2020 HCD SHL 615C (New 01120) LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION PAETHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD FEATURE OR MEASURE prerequisites and Elective.' Enforcing Agency Installer or Designer Third_ Party FEATURE OR MEASURE prerequisite. and Electives' Enforcing Agency Installer or Designer Third- Party FEATURE OR MEASURE Prerequisites and Electives' Enforcing Agency Mealier or Designer Third- Party FEATURE OR MEASURE RnrrequIsliss end ' Enforcing Agency Installer Or Designer Third- Party FEATURE OR MEASURE prerequisites and Electives' Enforcing Agency Installer or Designer Third- Party FEATURE OR MEASURE Prerequisites and Electives' Enforcing Agency Installer or Designer Third - Party Mandatory Tier 1 Tier 2 0 All D All 0 All Mandatory Tier 1 Tier 2 0 All ❑ All 0 All Mandatory Tier 1 Tier 2 ❑ All ❑ All 0 All Mandatory Tier 1 Tler 2 ❑ All ❑ All 0 All Mandatory Tier 1 Tier 2 ❑ All ❑ Jill ❑ All Mandatory Tier 1 Tier 2 0 All 0 All 0 All A4.7 OB.d Permeable pavingis utilized for the parking,Performance walking or patio surfaces in compliance with the following: Ter 1. Not less than 20% of the total parking, walking or patio surfaces shall be permeable. Ter 2. Not less than 30% of the total parking, walking or patio surfaces shall be permeable. 3(Total I� 0 0 0 ❑ 0 ❑ Approach for Newly Constructed A4.305.3 Retycied water is used for landscape inigation. 0 0 0 D. 0 A4.4a&.1 Construction waste generated at the site is diverted to recycle or salvage in compliance with one of the following: Ter 1. At leas# a &5% reduction with athird-party verification_ Tier 2. At least a 75% reduction with a third -party verification. Exception: Equivalent waste reduction methods are developed by working with local agencies. E2 02 0 ❑ ❑ 0 0 0 A4.504.3 Thermal insulation installed in the building shall meet the fallowing requirements Tier 1. Install thermal insulation in compliance with VOC limits. Tier 2, Install insulation which contains no -added formaldehyde (NAF) and is in compliance with Tier 1. 2 02 ❑ ❑ Site S.ISCNOnBuildings Innovative Concepts and Local Environmental P Conditions A4.143.1 A site which complies with at least one of the following characteristics is selected: 1. An infill site is selected. 2. A greyfield site is selected. 3. An EPA -recognized Brownfield site is selected. ❑ ❑ 0 ❑ ❑ 0 ❑ 0 0 ❑ 0 ❑ ❑ 0 0 A4 203.1.1.1 Tier 1 and Tier 2. Total Energy Design Rating EDR) and Energy Efficiency Design Rating (Efficiency EDR) for the Proposed Design Building is included in the Cetlifloate of Compliance documentation, pr ®P ®2 ❑ ❑ ❑ A4.306.1 Items in this section are nec+cary to address innovative concepts or local environmental conditions. Item 1 0 0 • 0 0 0 Ism 2 ❑ ❑ 0 ❑ 0 ❑ A4.103.2 Facilitate communityconnective b one of the connectivity Y following methods: 1. Locate project within a 1/4-mile true walking distance of at least 4 basic services; 2. Locate project within 1/2-mile true walking distance of at least 7 basic services; or 3. Other methods increasing access to additional resources.-iconstructed ❑ 0 0 ❑ 0 ❑ ❑ © ❑ ❑ ❑ ❑ ❑ ❑ ❑ A4.106.5 Roofing materials shall have a minimum 3-year aged solar reflectance and thermal emittance or a minimum Solar Reflectance Index SRI a ( ] equal to or greeter than the values specified in the applicable tables. Low -Rise Residential Tier 1. Roof covering shalt meet or exceed the values contained in Table A4.106.5.1(1), Ter 2. Roof covering shall meet or exceed the values contained In Table A4-106,5,1(2). Higth•Rise Residential, Hotels and Motels Ter 1. Roof covering shall meet or exceed the values g contained in 7ab[e A4.106.5.1(3}. Tier 2, Roof covering shall meat or exceed the values contained in Table A4.106.5.1(4}. r ❑ s ® 2e 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ A4.203.1.1.2 Tier 1 and Tier 2. Quality insulation Installation procedures specified in the Building Energy Efficiency Standards Reference Appendices RA3.5 are Completed' ❑ ❑ ❑ Interior Moisture Control Item 3 ❑ ❑ ❑ ❑ ❑ ❑ 4 505.2 Vapor retarder and capillary break is installed at slab -on -grade foundations. ® 0 0 rMtplf�RfAL CONSERVATION AND RESOD EFFICIENCY Building Maintenance and Operation Foundation S Systems 4.410.1 An operation and maintenance manual shall be provided to the building occupant or owner.4.505.3 ® 0 ❑ ❑ Moisture content of building materials used in wail g and floor framing Is checked before enclosure. ® 0 0 ❑ A4.203.1.2 Tier 1 and Tier 2 prerequisite options. One of p P the following options is required: • Roof deck insulation or ducts in conditioned space. #sigh performance walls. ■ HERS -verified compact hot water distribution system. • HERS -verified drain water heat recovery. �x ®2 ❑ 0 0 [F F] is A4.403.1 A Frost -Protected Shallow Foundation PS ci9 designed and constructed. ❑ ❑ ❑ ❑ ❑ 4.410.2 Where 5 or more multifamily dwelling units are on a building site, provide readilyaccessible ng areas that serve the entire building and are identified for the depositing, storage and collection of nonhazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply far the exemption in Public Resources Code Section 42649.82(a)(2)(A) et seq. will also be exempt from the organic waste portion of this section - El El El Indoor Air Quality and Exhaust A4.403.2 Cement use in foundation mix design ie reduced. Tier 1. Not less than a 20% reduction In cement use. Tier 2. Not less than a 25°%reduction in cement use. ❑2 EP ❑ 0 0 Site Preservation 4.506.1 Each bathroom shall be provided with the following: 1. ENERGY STAR fans ducted to terminate outside the building. 2. Fans must be controlled by a humidity control se arate or built-in ; OR functioning as a (separate } g component of a whole house ventilation system. 3. Humidify controls with manual or automatic means of adjustment, capable of adjustment between a relative humidity range of s 50% to a maximum of $0%. ❑ ❑ ❑ A4.104.1 An individual with oversight responeibiiity for the project has participated in an educational program promoting environmentally friendly design or development and has provided training or instruction to appropriate entities. 0 0 0 CI Efficient Framing Techniques A4.203.1.3.1 Tier 1. Buildings in with the first level 9 complying of advanced ens efficiency shall have additional energy cY integrated efficiency and onsite renewable energy generation to achieve a Total EDR Tier 1 as specified to Table A4.203.1.1.1 or lower as calculated by 24, Part 6 Compliance Software approved bythe Ener Commission. 9Y This Total EDR is in addition to meeting the Efficiency ERR. 0 0 0 A4.404.1 Beams, headers and trimmers are the minimum size to adequately support the load. ❑ ❑ ❑ ❑ ❑ Dsconstructivn and Reuse of Existing Materials A4.4043 Building dimensions and layouts are designed to minimize waste• ❑ 0 ❑ ❑ A4.105.2 Existingbuildings are disassembled for reuse or2❑ 9 recyclingof building materials, Theproposed structure utilizes at least one of the following materials which can be easily reused: 1. Light fixtures 2. Plumbing fixtures 3. Doors and trim 4. Masonry 5. Electrical devices 6. Appliances 7. Foundations or portions of foundations ❑ ❑ ❑ ❑ ❑ A4.404.3 Use premanufactumd building systems to eliminate solid sawn lumber whenever possible. ❑ •■ 0 • ❑ Innovative Cone and Local Environmental Conditions A4.106.6 Install a vegetated roof for at least 50% of the roof area_ Vegetated roofs shall comply with requirements for roof gardens and landscaped roofs #n the California Building Code, Chapters 15 and 16. ❑ ❑ 0 ElA4.203.1.3.2 A4.411.1 Items in this section are necessary to address Innovative concepts or fecal environmental conditions. A4.404.4 Material lists are included in the plans which specify material quantity and provide direction for on -site cuts. CI ❑ ❑ ❑ A4.505.1 Reserved. ❑ ❑ El ❑ Tier 2. Buildings complying with the second level of advanced energy efficiency shall have additional integrated efficiency and onsite renewable energy generation to achieve a Total EDR for Tier 2 as specified in Table A4.203_i.i -1 or lower as calculated by Title 24, Part 6 Compliance Software approved by the Energy Commission. This Total EDR is in addition to meeting the Efficiency EDR. 02 0 Q 0 Item 1 0 0 0 0 ❑ 0 Material Sources A4.506 2 [Hit Provide fliers on return air openings rated i 8 or higher during construction when it is necessary to use HVAC equipment. P 0 0 - 0 0 ❑ Item 2 0 0 • 0 ❑ 0 A4.106.7 Reduce nonroof heat islands for 50% of sidewalks, petios, driveways or otherpaved areasMERV by using one ormors a1 the methods listed. 0 0 0 ❑ ❑ ._- A4.405.1 One or more of the following building materials that do not require additional resources for finishing are used; 1. Exterior trim not requiring paint or stain. 2. Windows not requiring paint or stain. 3. Siding or exterior wall coverings which do not require 9 q re paint or stain. ❑ ❑ ❑ ❑ ❑ Item 3 0 0 0 0 0 0 7 .1'2i:i�7�'� Site Development A4.106,8,1 Tier 1 and Tier 2. For one- and two-family dwellings townhouses with attached private garages. gO1 Install a dedicated 208/240-volt branch circuit, including an overcurrent protective device rated et 40 amperes minimum per dwelling unit. 02 1E2 ❑ CI ❑ Fireplaces A4.506.3 Direct -vent appliances shall be used when equipment is located in conditioned space or the equipment must be installed in an isolated mechanical room. ❑ ❑ ❑ ❑ ❑ 4.106.2 A plan is developed and implemented to manage storm water drainage during construction. ® ❑ ❑ ❑ 4.503.1 Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any Installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. ® ❑ ❑ ❑ A4.203.1.4 Local jurisdictions adopting Trer 1 or Tier 2, or considering community shared solar or storage options as specified, shall consult with the local electric service far IV 2 2Pa E ❑ ❑ 0 4.106.3 Construction plans shall indicate how site grading or a drainage s stern vd11 manage all surface water flows to y gacceptance. keep water from entering buildings- I ❑ ❑ 0 A4.405.2 Floors that do not require additional coverings are used including but not limited to stained, natural or stamped concrete floors. 0 0 0 ❑ ❑ Environmental Comfort A4.146.6.2 Provide capability for future electric vehlde rg g y g , as specified. charging in new multifamily dwellings, Tier 1. in 15% of total parking spaces. Tier 2. In 20% of iota parking spaces- 02 ®s ❑ ❑ 0 ❑ ❑ ❑ 4.307.2 Duct systems are sized. designed, and equipment is selected using the following methods: 1. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J - 2016 or equivalent. 2. Size duct systems according to ANSI/ACCA 1 Manual D - 2016 or equivalent. 3. Select heating and cooling equipment according to ANSIIACCA 3 Manual 5 - 2014 or equivalent El ❑ ❑ El WATER EFFICIENCY AND CONSERVATION 4 105.4 Provide capability for electric vehicle charging for one- and two-family dwellings; townhouses with attached private garages; multifamily dwellings; and hotels/motels in accordance with Section 4.106.4.1, 4.106.4.2, or 4.106.4.3, as applicable. PP ® ❑ 0 ❑ ❑ ❑ A4.d05.3 Postconsumer or preconaumer recycled content value (RCV) materials are used on the project. Tier 1- Not less than n a 10% RCV. Tier 2, Not less than a 15% RCV. 2 2 0 ❑ ❑ Indoor Water We 4.303.1 Plumbing fixtures (water closets and urinals) and fittings (faucets and shewerheads} installed in residential buildings shall comply with prescriptive requirements of lthei® Sections 4.303.1.1 through 4.303.1.4.4. ® 0 0 0 Pollutant Control 4.504.1 Duct openings and other related air distribution component openings shall be covered during construction. ® 0 ❑ 0 3 A4.405.4 Renewable source building products are used. 0 0 0 0 ❑ 9 5 "[Green building measures listed in his table may be mandatory if adopted by a elty, county, or city and county as specified in Section 101.7. 1 11 7 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01/20) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01120) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01/20) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01/20) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01/20) 2019 CALGREEN RESIDENTIAL OCCUPANCIES APPLICATION CHECKLIST SECTION A4.602 Effective January 1, 2020 HCD SHL 615C (New 01/20) LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD LEVELS APPLICANT TO SELECT ELECTIVE MEASURES VERIFICATIONS ENFORCING AGENCY TO SPECIFY VERIFICATION METHOD FEATURE OR MEASURE Prerequlenes and Eheotiesa' Enforcing Agency Installer or Designer Third- Party FEATURE OR MEASURE prerequisites and ElectIvee' Enforcing Agency Installer or Designer Third- Party FEATURE OR MEASURE prerequisites and Electives' Enforcing Agency Installer or Designer Third- Party FEATURE OR MEASURE prerequisites and Elect ' Enfardnp Agency Installer or Designer Third- Party FEATURE OR MEASURE Prerequisites and Electives' Enforcing Agency Installer or Designer Third- Party FEATURE OR MEASURE pierequiebee and Electivee' Enforcing Agency Installer or Designer Third - Party Mandatory Tler 1 71er 2 ❑ All ❑ Ali ❑ All Mandatory Tier 1 Tier 2 ❑ All ❑ All 0 All Mandatory Tier 1 The 2 ID All El All All Mandatory Tier 1 The 2 ID All El All All Mandatory Tier 1 Tier 2 ID All El All All Mandatory Tier 1 Tier 2 ❑ All ❑ All El All A4.106.1 Reserved. ❑ ❑ ❑ ❑ 0 A4.106.8.3 Provide electric vehicle charging spaces for new hotels and motels. Tier 1. Install EV spaces per Table A4.108.8.3.1. Tier 2. Install EV spaces per Table A4.106.8.3.2_ 2Plumbing ® 21 ❑ 0 0 0 0 0 4.303.2 Plumbing fixtures and fittings required in Section 4.303.1 shall be installed in accordance with the California Code, and shall meet the applicable referenced standards, ® 0 ❑ ❑ Enhenosd Durability and Reduced Mein:Onenee 4.504.2.1 Adhesives, sealants and caulks shall be compliant with VCIC and other toxic corn curd limits. P ® ❑ ❑ ❑ Outdoor Air Quality Reserved I 4.406.1 Annular spaces around pipes, electric cables, conduits or other openings in plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. ® 0 Q 0 A4.106.2.1 Soil analysis is performed by a licensed design professional and the findings are utilized in the structural design of the building. 0 0 0 0 0 Innovative Concepts and Local Environmental Conditions 4.5042.2 Paints, stains and other coatings shall be g compliant with VOC limits. Cr ❑ ❑ © A4.502.1 Items in this section are necessary to address innovative concepts or local environmental conditions. A4,303.1 The maximum flow rate of kitchen faucets shall not exceed 1.5 gallons par minute at 66 psi. Kitchen faucets may temporarily Increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must to a maximum flow rate of 1.5 gallons per minute at 60 psi' Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 0 0 El El El A4.106.2.2 Soil disturbance and erosloe are minimized by at least one of the following: 1. Natural drainage patterns are evaluated and erosion 9 P controls are implemented to minimize erasion during P rig Construction and after occupancy. 2. Site access is accomplished by minimizing the amount of cut and fill needed to instal] access roads and driveways. 3. Underground construction activities are coordinated to utilize the same trench, minimize the amount of time the disturbed soil is exposed and the soil is P replaced using accepted compaction methods. 0 0 CI ❑ 0 CI ❑ 0 0 ❑ • 0 0 0 A4.106.9 Provide bicycle parking facilities as noted below or meet a local ordinance, whichever Is more stringent. Number of bicycle parking spaces may be reduced, as roved bythe enforcing approved g agency, due to building site characteristics, including but not limited to, isolation from other development. 1. Provide short-term bicycle parking, per Section A4.108.9.1. 2. Provide long-term bicycle parking far multifamily buildings, per Section A4.106.9.2. 3. Provide long-term bicycle parting for hotel and motel buildings, per Section A4.106.9.3. 0 0 ❑ 0 0 ❑ El El ❑ ❑ El 0 0 ❑ Item 1 ❑ ❑ ❑ 0 0 Water Resistance and Moisture Management Kern 2 ❑ ❑ 0 ❑ 0 4.504.2.3 Aerosol paints and coatings shall be compliant with product -weighted MIR Limits far ROC and other toxic compounds. ER ❑ ❑ ❑ A4.407.1 Install foundation and landscape drains. 0 0 0 0 0 Item 3 0 0 ❑ 0 M A4.407.2 Installgutter and dowrpout systems to route water at least 5 feet away from the foundation or connect to landscape drains which discharge to a dry well, sump, bioswa]e, rainwater capture system or other approved on- site laption, ❑ ❑ ❑ 0 ❑ Qualifications Metering faucets in residential buildings shall 4 t deliver not deliver more than 0.2 gallons per cycle. 61t 0 ❑ 0 4.504.2.4 Documentation shall be provided to vet that compliant VOC limit finish materials have been used. ® 0 ❑ - © 702.1 HVAC system installers are trained and certified in the installation of HVAC systems. ® 0 0 ❑ A4.407.3 Provide flashing details on the building plans and�oproper comply with accepted industry standards or manufacturer's instructions. ❑ ❑ ❑ ❑ ❑ A4.303.2 Alternate water source for nonpotable applications. Alternate nonpotable water sources are used for indoor potable water reduction. Alternate nonpotable water sources shall be installed in accordance with the California Plumbing Code,El 0 ❑ 0 ❑ ❑ A4.1011.2.3 Topsoil shall be protected or saved for reuse as specified in this section- Tier 1. Displaced topsoil shall be Stockpiled far reuse in a designated area and covered or protected from erasion. Tier 2. The construction area shall be identified and delineated by fencing or flagging to limit construction activity to the construction area. ®2 E2 ® 2 ❑ 0 0 702.2 Special Inspectors employed by the enforcing agency must be qualified and able to demonstrate competence in the discipline they are inspecting. El ❑ ❑ El 4.504.3 Carpet and carpet systems shall be compliant with VOC limits. 0 0 0 A4,407.4 Protect building materials delivered to the construction site from rain and other sources of moisture. ❑ ❑ ❑ ❑ ❑ A4.106.10 [HR.' Outdoor lighting systems shall be designed and installed to comply with: 1. The minimum requirements in the California Energy Code far Lighting Zones 1-4; and 9 9 2. Backlight, U E ht and Glare (BUG)ratingsas 9 p i9 defined in IES TM-15-11; and 3. Allowable BUG ratings not exceeding those shown in Table A4.106.10; or Comply with a lawfully enacted local ordinance, whichever is more stringent. ❑ 0 ❑ ❑ ❑ 0 ❑ ❑ ❑ 0 A4,407.5 In Climate Zone 16, an ice/water barrier is installed at roof valleys, eaves and wall to roof Intersections. ❑ CI 0 0 A4,303.3 Install at least one quaiifled ENERGY STAR disMuashar o<clothes washer. 0 • 0 ❑ 0 4.504A 80% of Floor area receiving resilient flooring shall comply with specified VOC Criteria. ® ❑ ❑ [] VstlNeallons A4.407.6 Exterior doors to the dwelling are protected to prevent water intrusion. ❑ ❑ ❑ ❑ ❑ 703.1 Verification of compliance with this code may include builder or t d ti trucon documents, consplans,specifications, installer certification, inspection reports, or other methods acceptable to the enforcing agency which show substantial conformance. 0 0 CI A4.3034 f lonwater urinals or waterless toilets are installed. 0 0 0 0 0 A4.407.7 A permanent overhang or awning at least 2 feet in depth is provided at all exterior walls. 0 • 0 0 0 A4.106.3 Postconstruction landscape designs accomplish one or more of the following: 1. Areas disrupted during construction are restored to be consistent with native vegetation species and patterns. 2. Utilize at least 75% native California or drought tolerant plant and tree species appropriate for the climate zone region. 0 El I] El ❑ CI 0 CI4.304.1 El A4.303.5 One- and two-family dwellings shall be equipped with a demand hot water recirculation system. 0 0 0 0 0 4.504.5 Particleboard, medium densityfiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with law formaldehyde emission standards, ® 0 0 0 Construction Waste Reduction, Disposal and Recycling Outdoor Water Use 4.408.1 Recycle and/or salvage for reuse a minimum of 85% of the nonhazardousconstruction and demolition waste in accordance with oneone of of the following: 1. Comply with a more stringent local construction and demolition waste management ordinance; or 2. A construction waste management plan, per Section 4.408.2; or 3. Awaste management company, per Section 4.408.3; or 4. The waste stream reduction alternative, per Section 4.406A. ® ID 0 12 Residential developments shall comply with a local water efflclent landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. E 0 0 0 Innovative Concepts and Local Environmental Conditions A4.504.1 Use composite wood products made with either California Air Resources Board approved no -added formaldehyde (NAF) resins or ultre-low emitting formaldehyde (ULEF) resins. CI 0 0 0 0 A4.108.1 Items in this section are necessary to address innovative concepts or local environmental conditions. A4.304.1 A rainwater capture, storage and re -use system is desred and installed. 0 0 0 0 0 Item 1 0 0 0 0 0 0 A4.3042 A landscape design is installed, which does not utilize potable water. 0 0 0 Q 0 Item 2 0 0 0 0 ❑ 0 A4 504.2 Install VOC compliant resilient flooring systems. Ter 1. At least 5C%of the resilient flooring installed shall comply. Tier 2. At least 100% of the resilient flooring installed shall comply. x 2 0 ❑ 0 Item 3 0 0 0 El CI A4,304.3 For new water service connections, landscaped irrigated areas less than 5,000 square feet shall be provided with separate submeters or metering devices for outdoor potable water use. ❑ 0 0 0 0 General 8 4.201.1 Building meets or exceeds the requirements of the California Bur7ding Energy Efficiency Standards'. El iv I2 0 0 0 Water Reuse Systems 10 A4.305.1 Piping is Installed to permit future use of a graywater irrigation system served by the clothes washer or other fixtures. 0 • 0 ❑ ❑ A4 3052 Recycled water piping is installed. 0 0 0 0 ' These measures are currently required elsewhere in statute or In regulation. 4 2 Required prerequisite for this Tier_ 2 6 * gEC o ui Exp. s��TF tiF�c� i \Q' A Re 'NESTER 3971 01 /31 /23 o cAk-\C�� ARCHITECTURE • PLANNING • INTERIORS 2031 ORCHARD DRIVE I NEWPORT BEACH. CA 92660 T 949.553.9100 F 949.553.0548 CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 BY _ C DELTA 1 Date: 12-22-2021 REVISIONS A A A AA AA DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA CAL RESIDENTIAL VOLUNTARY GC.2 JOB NUMBER: COPYRIGHT BASSENIAN GREEN 985-21145 LAGONI MEASURES (C ARCHITECTS 2020 N co PLOT DATE: FILE NAME: 1145SLAB Ia -4 I I -10 24 -2 21 -O 7 -10 y 3 -10 / / i o/ a'_4. / i -6 / I7'-o" / / / • /2'-0"/ /2'-0"iS ♦ ♦ u u 0 • ; QO 1. ♦ ♦ - -� \IN SLOPE IS u D.5 \� 0 ri 3 _ N = = II'-3" 11 O in 15'-01 I/2" L 8'-4 I/2" - 1a'-10" 7 '-2 1/24 3.-6"" '-I I/2 in ♦ 0 2 in O♦ 23 u - 8 O D D 3 ND J - 0 7 0 0 i- fi— rtfi rt 1 I 11 1 T I 11 10 [- 1 +--- 00 5 00 N ICI 0 ' 00 in " 0 1VJ e 1 g ► 0 L-J ► 1 II ► 6 0 1- - _ � I1-O' 3-10"" 8 1 1 I 1 I I / D3 ► 1 }---�---4 4 I + + 1 \\ ll EGRESS di 11111 D3 " - _ ♦ O SLOPE> \\\ CD I 7 7 - 32'-2 1/2" ♦ ` 8'-O" 14'-I I" / 1u = / - 1- / 05 ir' N d� _i N 0_> 0= IL IX N _I " ♦ ♦ = \• = 0 u u� = - o il♦ _ cA il o� i il 4'-0" 4'-6 1/2" 5'-10" 4'-I" 4'-3" 5'-6" c'-I 1/2" 4'-1" 5'-10" 4'-1" /2'-0"/ 8'-0" /2'-0"/ / 14'-5 1/2" / / I' -II" 8'-2" I'-10" I'-10 1/2" I6'-2" 2'-8 1/2" 18'-10 / 1/2" / / 14'-0" / / / 22'-5 1/2" / / II' -II" / / / 20'-9" / / / / / / / 88'-0" SA5 INTERFACE PLAN LOT #41 SEE ADDENDA FOR PLAN CHANGE PER ELEVATION. SCALE: 1/4"-1'-0" SLAB INTERFACE NOTES 01 /01/20 I. 56" SQUARE CONCRETE STOOP. (SLOPE 1/4" PER FOOT). 2. CONCRETE STOOP, SEE PLAN FOR 51ZE AND LOCATION. (SLOPE 1/4" PER FOOT) 3. CONCRETE PORCH / PATIO. (SLOPE 1/4" PER FOOT). 4. 36" WIDE CONCRETE WALK. 5. PROVIDE CONDUIT UNDER SLAB FOR ISLAND COUNTER ELECTRICAL. 6. PROVIDE WATER LINE SLEEVE FROM KITCHEN SINK TO REFRIG. FOR ICE MAKER 7. PROVIDE TOE FTC. FOR MASONRY VENEER TYP. 5. PROVIDE CONDUIT UNDER SLAB FOR FLOOR OUTLET. GENERAL SLAB NOTES 01/01/20 INDICATES DROP IN SLAB (SEE DETAIL) A. VERIFY MINIMUM FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND ADDITIONAL EXPAN51 VE SOIL REQUIREMENTS WITH THE 50I LS REPORT. B. REFER TO STRUCTURAL ENGINEERING DRAWINGS FOR INFORMATION NOT SHOWN HERE. G. FOR HANDSCAPE INFORMATION REFER TO LANDSCAPE PLANS. D. COURTYARDS: PROVIDE POSITIVE DRAINAGE AWAY FROM BUILD INS(S) TO SURFACE AREA DRAINS. E. COURTYARD DRAIN LOCATIONS TO BE DETERMINED BY CIVIL ENGINEER. SEE PRECISE GRADING PLANS FOR LOCATIONS. F. WHEN REQUIRED BY SOILS ENGINEER OR OTHERS, TIE COURTYARD DRAINS AND ROOF DOWNSPOUTS INTO SITE AREA DRAINS. GARAGE SLAB (V WHEN MOUNTING THE GARAGE DOOR TRACK FURR WALL TO CONGEAL CURB WHEN NECESSARY. DO NOT CHIP CONCRETE CURB �v N p � iX[ ILI Opv O )— Z 0 DRIVEWAY 2 I/2" d " • 5" CURB GONDITION 6" CURB CONDITION GENERAL INFORMATION AT GARAGE DOOR SCALE : N.T.S. * Y USED GNESTERzo Exp. 9TF U' AFit 9,3971 01/31/23 0 CAO ARCHITECTURE . PLANNING • INTERIORS 2031 ORCHARD DRIVE I NEWPORT BEACH. CA 92660 T 949 553.9100 F 949.553_0548 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS A A A A A A A A A nA J DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT CLUB ESTATES LOT 41 La Quinta, CA SLAB INTERFACE PLAN ■ JOB NUMBER: 985-21145 COPYRIGHT © 2020 BASSENIAN LAGONI ARCHITECTS N cO PLOT DATE: FILE NAME: 1145FLR 0 1- 9 1 O ►n 0 u'1 TYP. AT EXT. WALLS 50 TYPICAL FOR ALL GLAZING: U-FACTOR: 0.5 SHGC: 0.2 2060 F.G. 6060 SL. 2060 F.G. (12 SQ. FT.) (36 SO. FT) (12 SO. FT.) THRU ROOF_ LAU. a'-6" GLG. SHELF 4 POLE WALK-IN CLOSET a'-6" GLG. SHELF 4 POLE DN/ OPP ICE a'-6" GLG. / E3EDROpM 3 a'"2" GLG. 5060 SL. (50 SO. FT.) S B P WALK -INN CLOSET 18'-IO I/2" FLOOR PLAN F.G/ F,T.) I I'-IO" SEE ELEV. OUTDOOR L I V,HVC #2 a'- 7 STUCCO GLG. SEE ELEV. PRIMARY BATH a'-6" GLG. HALL " GLG. 2480 EA. 2 a'-6" GLG. 50601 SL. (30 SO. FT. 14'-0" SEE ELEV. r ♦ O ♦ 4'-0" • 5060 S.H. 44 SO. FT ) 35 � SEE `° ELEV. 88'-0" 24'-2" 8020 F.G. ABV. 8060 F.G. (64 SO. FT) GREAT ROOM 11'-6" GLG. SEE ELEV. 22'-5 1/2" 88'-0" 5060 S.H. (g4SO.F FORMAL DINING a'-6" GLG. 5060 SL. (50 SO. FT.) 14'-5 1/2" SEE ELEV. 21'-0" / OUTDOOR / ,, LIVINC #I / \ I -6 STUCCO GLG. / / / A _.. (3)1 ' 620 F.S. AB . (27 3-PANELS 15080 STACI4ING GL. DR. TEMP.- ♦ (120 SO. IIFT.) %� O in _ tV ♦ K I TGHE1� 11'-6" GLG. � '-10" 11-10 � " SEE ELEV. 8'-6" 7'-10" PDR. a'-6" GLG. WALK-1 N PANTRY a'-6" GLG. PREP. K 1 TGHEN a'-6" GLG. 20'-a" 3'-10" A/C 1- LOT #41 SEE ADDENDA FOR PLAN CHANGE PER ELEVATION. SCALE: I/4"= I'-O" 9- i 9- O O 35 30 TYP. AT ui EXT. WALLS Zo 1 PROVIDE 14"x8" GRILLE ABOVE DOOR FOR MAKE UP AIR PROVIDE I" UNDERCUT AT DOOR FOR MAKE UP AIR cot "MAKE UP AIR" AT LAUNDRY ROOM FLOOR PLAN NOTES 0V01 /20 I. 54" CLEAR REFRIGERATOR SPACE. PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2. 48" GOOKTOP AND METAL EXHAUST HOOD ABV. W/ LIGHT AND FAN. (MIN. 100 G.F.M., MAX. 3 SONE, AND VENTED TO OUTSIDE AIR). 5. PANTRY. SEE INTERIOR ELEVATIONS. 4. 36" BUILT-IN OVEN/ MICROWAVE COMBINATION. 5. 5'-0" PRE-FAB FIBERGLASS TUB/SHOWER WITH WATER RESISTANT WAINSCOT TO 72" ABOVE DRAIN U.N.O. PROVIDE SHOWER CURTAIN ROD U.N.O. 6. PRE -CAST SHOWER PAN. SEE PLAN FOR SIZE. TILE TO 72" ABOVE DRAIN U.N.O. 7. TEMPERED GLASS SHOWER ENCLOSURE PER C.R.C. R305.4.5. SHOWER DOOR TO BE A MIN. 22" CLEAR. S. 68" X 32" FREE-STANDING TUB. 1. SHOWER SEAT. SEE PLAN FOR HEIGHT. 10. LINEN CABINET. SEE INTERIOR ELEVATIONS. II. BUILT-IN SHELVES BY OTHERS. 12. TANKLESS WATER HEATER. INSTALL AND VENT PER MANUFACTURER. 13. WATER HEATER 'B' VENT TO OUTSIDE AIR. 14. TEMPERATURE AND PRESSURE RELIEF VALVE. 15. 3" DIAMETER BUMPER PIPE 36" HIGH WITH MINIMUM 12" EMBEDMENT. 16. PROVIDE WATER AND WASTE FOR WASHER. 11. PROVIDE SM I TTY PAN WITH DRAIN BENEATH WASHER. 18. DRYER VENT (MAX. 14 FEET LENGTH INCLUDING (2) 10 DEGREE ELBOWS) PER G.M.G. 504.4. I. 14"x6" GARAGE EXHAUST VENT. SCREENED AND LOUVERED. 20. PLUMBING WASTE DROP FROM ABOVE. 21. F.A.U. IN ATTIC. PROVIDE 50" X 50" CLEAR, ATTIC ACCESS PANEL (OR PER G.M.G. 304.4) PROVIDE FUEL GAS, LIGHT AND SWITCH. 22. 22"x3O" ROUGH FRAMED ATTIC ACCESS OPENING. WHERE LOCATED IN A WALL, THE OPENING SHALL NOT BE LESS THAN 22" WIDE x 30" HIGH. G.R.G. R801.1. 23. LINE OF DECORATIVE PORCH RAILING. SEE ELEVATIONS. 24. LINE OF EXTERIOR BALCONY GUARD. SEE ELEVATIONS FOR DETAIL. TOP OF GUARDS SHALL NOT BE LESS THAN 42" IN HEIGHT. OPEN GUARDS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH PER G.R.G. R312.1. 25. DUCT CHASE . VERIFY WITH H.V.A.G. DRAWINGS. 26. BALLOON FRAMED WALLS. SEE STRUCTURAL FRAMING PLANS. 27. LINE OF CRIPPLE WALL ABOVE. 28. LOCATION OF WATER CLOSET AT FLOOR ABOVE. 21. DIRECT -VENT SEALED COMBUSTION TYPE EXTERIOR FIREPLACE. SEE FLAN FOR FIREPLACE BOX SIZE. PROVIDE F.G., IGNITOR SWITCH, DIRECT -VENT TERMINATION PER MFR. SEE MFR. SPECS. FOR RAISED HEARTH REQUIREMENTS. (HEATILATOR-UL-MH1551a OR EQUAL) 50. 2x6 STUD WALL. 31. PONY WALL. SEE PLAN FOR HEIGHT. 32. DIRECT -VENT SEALED COMBUSTION TYPE INTERIOR FIREPLACE. SEE PLAN FOR FIREPLACE BOX SIZE. PROVIDE F.G., IGNITOR SWITCH, DIRECT -VENT TERMINATION PER MFR. SEE MFR. SPECS. FOR RAISED HEARTH REQUIREMENTS. (HEATILATOR-UL-MH1551a OR EQUAL) 33. ELECTRICAL SERVICE PANEL. (SEE UTILITY PLAN). SEE GENERAL NOTES FOR GROUNDING INFORMATION. 34. NEWEL POST. 35. FLAT SOFFIT. SEE PLAN FOR HEIGHT OR DETAIL. 36. ARCHED SOFFIT. SEE PLAN FOR HEIGHT OR DETAIL. 37. LINE OF FLOOR ABOVE. 38. SHELF, SEE PLAN FOR HEIGHT. 31. ENCLOSED ACCESSIBLE SPACE UNDER STAIR SHALL BE PROTECTED WITH 1/2" GYPSUM BOARD ON ENCLOSED SIDE PER G.R.G. R302.1. 40. 42" HIGH GUARD PER G.R.G. R312.I. 41. 34"-38" HIGH HANDRAIL ABOVE NOSING PER G.R.G. R311.7.5.1. 42. LINE OF ADHERED SYNTHETIC STONE VENEER. SEE ELEVATION. 43. LINE OF ANCHORED MASONRY VENEER SEE ELEVATION FOR HEIGHT. SEE SLAB INTERFACE PLAN FOR LENGTH OF RETURN. 44. LINE OF +2" WAINSCOT. SEE ELEVATION FOR HEIGHT. 45. LINE OF WAINSCOT FURRING. SEE ELEVATION FOR HEIGHT. SEE SLAB INTERFACE PLAN FOR MORE INFORMATION. 46. DOOR OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -GORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH SELF -CLOSING OR AUTOMATIC -CLOSING AND SELF -LATCHING DEVICE. G.R.G. R302.5.1. 41. PROVIDE MIN. 100 SQ. IN. OPENING FOR MAKE UP AIR AT LAUNDRY ROOM PER G.M.G. 504.4.1. 48. 42" CLEAR REFRIGERATOR SPACE. PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. LEGEND 01 0 X X X X X X X X INDICATES WALLS REQUIRING 1/2" MINIMUM GYPSUM WALL BOARD ON GARAGE SIDE OF WALL FOR OCCUPANCY SEPARATION PER G.R.G. TABLE R302.6. INDICATES (1) LAYER MIN. 1/2" GYPSUM BOARD AT CEILING WHEN ATTIC OCCURS ABOVE GARAGE. INDICATES (1) LAYER 5/8" TYPE "X" GYPSUM BOARD AT CEILING WHEN HABITABLE ROOMS OCCUR ABOVE GARAGE. G.R.G. TABLE R302.6. INDICATES EXTENT OF COFFERED CEILING. SEE PLAN FOR HEISHT(S). INDICATES I -HOUR FIRE RESISTIVE WALL ASSEMBLY AT WALLS LESS THAN 3'-0" FROM PROPERTY LINE PER G.R.G. TABLE R302.1 (2). SEE DETAIL(5): GENERAL PLAN NOTES 01/01/20 A. ALL INTERIOR DOORS TO BE HOLLOW GORE 13/8" THICK U.N.O., (SEE PLAN FOR SIZE). AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. B. ALL GARAGE SERVICE DOORS TO BE HOLLOW GORE 1 3/4" THICK EXTERIOR GRADE. (SEE PLAN FOR SIZE). G. ALL ENTRY DOORS TO BE SOLID GORE 1 3/4" THICK. (SEE PLAN FOR SIZE). AT DOUBLE ENTRY DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. D. ALL EXTERIOR FRENCH DOORS TO BE SOLID GORE 1 3/4" THICK. (SEE FLAN FOR FOR SIZE). AT DOUBLE FRENCH DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. E. BUILDER SHALL VERIFY WITH WINDOW MANUFACTURER THAT ALL ESCAPE OR RESCUE WINDOWS HAVE A MINIMUM NET CLEAR OPENING OF 5.1 SQUARE FEET, GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQ. FT. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20" AND THE BOTTOM OF THE CLEAR OPENING NO GREATER THAN 44" ABOVE THE FLOOR (G.R.G. RSI0.1). WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. F. THE LOWEST PART OF THE CLEAR OPENING OF OPERABLE WINDOWS LOCATED MORE THAN 12" ABOVE FINISH GRADE OR SURFACE BELOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISH FLOOR. WHEN OPERABLE SECTIONS OF THESE WINDOWS ARE LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR THE OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE. (G.R.C.. R312.2.1.) THIS PROJECT SHALL COMPLY WITH MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE PER C.R.C. SECTION R337. SEE SHEET G.3 FOR ADDITIONAL REQUIREMENTS. SQUARE FOOTAGE FLOOR PLAN GARAGE PORCH OUTDOOR LIVING #1 OUTDOOR LIVING #2 3,365 693 84 325 183 NOTE: FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE MADE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF THE HOUSE AS BU I LT. * G<C, GNESTER Y Exp.01/31/23 �TF C' -23 •►3971 O CP\--OQ ING • I CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS ' \ BLDG. DEPT. 11/50/2021 DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA FLOOR PLAN 1 2 JOB NUMBER: 985-21145 COPYRIGHT C 2020 BASSENIAN LAGONI ARCHITECTS N CO N PLOT DATE: FILE NAME: 1145ELV STOP PLT. F I N\FLR. • in SOFFIT HT. 14 42 T.O.T.C. f I0 1❑ C 7 2 in I- IL In 0 9 E 13 D.2 5 14 42 48 [-[)LL - O C 1❑ 1 OC C f 11 f 1 to U- 1 l C 1 1 l l l OC C _ SOFFIT HT. in in 110 1f I if I J TOP PLT. �I I lu A 26 14 FRONT ELEVATION D.3 14 20 P.2 14 42 m C LOT #41 20 TOP PLT. H O •FINFLR. 12 2 SOFFIT HT. O SOFFIT HT. SCALE: 1/4"=1'-0" TOP PLT. y FIN. T3O 14 REAR LOT #41 P C to (1 TYP. RAKE ROOF PLAN 5: 12 RIDGE 1 5:12 5:12 (u 5:12 SCALE: 1/4"=1'-0" BUILDING LINE ROOF LINE L-� LOT #41 SCALE: I/8"= ATTIC VEENTILATION CALCULATIONS (REFER TO "REQUIRED ATTIC VENTILATION" NOTES FOR ADDITIONAL INFORMATION) PLAN LOT#41 f- I A ATTIC AREA (50. FT.) B REQ'D VENTING (50. IN.) G GABLE END VENTS (SO. IN) D O'HAGIN ROOF VENTS (50. IN) E EAVE VENTS (50. IN) F TOTAL VENTING PROVIDED (50. IN) AREA -I 4653 1 HIGH LOW N/A (12)x95=I,140 HIGH (12)xg5=I,140 LOW WA 1,140 HIGH 1140 LOW TYPICAL ROOTA I LS (REFER TO THE FOLLOWING FOR STANDARD CONDITIONS NOT REFERENCED ON ROOF PLAN) ROOF MATERI AL ROOF DECK PENETRATIONS TYP. EAVE ELEVATION / ROOF NOTES 01/01/20 I. 2X FASCIA, SEE DETAIL. 2. 2X BARGE, SEE DETAIL. 3. EXPOSED RAFTER TAILS WITH SHAPED ENDS, SEE DETAIL. ALL RAFTER TAILS TO BE EQUALLY SPACED. FRAMER TO COORDINATE WITH TRUSS ENGINEER. 4. EXTERIOR PLASTER OVER PAPER BACKED WITH WIRE MESH. 5. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. 6. I -GOAT STUCCO SYSTEM 7. EXTERIOR SIDING, SEE EXTERIOR FINISHES NOTES. b. EXTERIOR GRADE PLYWOOD SOFFIT. '1. TONGUE AND GROOVE SOFFIT. 10. SPACED X VERTICAL WOOD TRIM AT 6" O.G. OVER EXTERIOR GRADE PLYWOOD OR M.D.O. BOARD. 11. EXPOSED WOOD CORNER TRIM, SEE EXTERIOR FINISH NOTES. 12. EXTERIOR GRADE PLYWOOD OR M.D.O. BOARD. 15. SIMULATED PRECAST FOAM TRIM, SEE ELEVATION FOR ACTUAL SIZE. 14. FOAM TRIM, SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 15. EXPOSED WOOD TRIM, SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 16. BUILT-UP 'CURVED' PLYWOOD TRIM OR M.D.O. BOARD. 17. FIXED SHUTTERS, SEE ELEVATION FOR SIZE. 18. POTSHELF, SEE DETAIL. I. PROVIDE G.I. FLASHING AT ALL EXPOSED WOOD TRIM. 20. CONTINUOUS G.I. EXTERIOR PLASTER SCREED, SEE DETAIL. 21. G.I. FLASHING ROOF TO WALL. 22. G.I. FLASHING AND SADDLE / CRICKET. 25. APPROVED TERMINATION GAP WITH SPARK ARRESTER FROM F 1 REPLACE MANUFACTURER. 24. LINE OF INTERIOR CEILING OR INTERIOR WALL. 25. ADHERED MASONRY VENEER, INSTALL PER MFR. 26. LIGHTED ADDRESS SIGN. 27. SHAPED FOAM CORBEL, SEE DETAIL. 25. SHAPED WOOD CORBEL, SEE DETAIL. 211. WOOD POST(S). SEE PLAN FOR SIZE. 30. EXPOSED WOOD BEAM. 31. MANUFACTURED COLUMN. 32. PRE -CAST CONCRETE COMPONENT / TRIM, SEE DETAIL. 55. DECORATIVE FALSE TILE VENTS, SEE ELEVATION FOR LOCATION. 54. METAL RAILING, SEE DETAIL. 55. WOOD RAILING, SEE DETAIL. 56. DECORATIVE METAL, SEE DETAIL. 37. EXTERIOR PLASTER RECESS, SEE ELEVATION FOR LOCATION, DEPTH AND SIZE OF FINISHED OPENING. 38. G.I. SCREENED AND LOUVERED 'GABLE END VENT', SEE ELEVATION FOR VENT SIZE AND LOCATION. SEE REQUIRED ATTIC VENTILATION CHART FOR MORE INFORMATION. 511. G.I. SCREENED 'ROOF' AIR VENT. SEE REQUIRED ATTIC VENTILATION CHART FOR MORE INFORMATION. 40. DECORATIVE (FALSE) VENT / LOUVERED BOARD, SEE ELEV. FOR SIZE AND LOCATION. 41. G.I. GUTTER AND DOWNSPOUTS, GUTTER LAYOUT AND DOWNSPOUT LOCATIONS TO BE FIELD VERIFIED. 42. ADHERED SYNTHETIC STONE VENEER 45. ANCHORED MASONRY VENEER. SEE SLAB INTERFACE PLAN (FOR EXTENT OF TOE FOOTING SEE SLAB INTERFACE PLAN). 44. LINE OF +2" WAINSCOT. SEE ELEVATION FOR HEIGHT. 45. LINE OF WAINSCOT FURRING. SEE ELEVATION FOR HEIGHT. SEE SLAB INTERFACE PLAN FOR MORE INFORMATION. 46. G.I. REGLET FOR COLOR COAT CHANGE. 41. MECHANICAL TUB ACCESS PANEL, CORROSION RESISTANT, VERIFY SIZE AND LOCATION. FAINT TO MATCH STUCCO COLOR. 48. REPEAT DETAIL AT OPPOSITE SIDE OF OPENING. EXTERIOR FINISHES 01, 20 A. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE . B. ALL EXPOSED WOOD TRIM, PLYWOOD, SHUTTERS, POSTS AND CORBELS TO BE "RESAWN" AND SHALL BE PRIMED ON ALL SIDES PRIOR TO INSTALLATION/ASSEMBLY. G. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN INSTALLATION OR STRUCTURALLY APPROVED 'ORNAMENTAL' CONNECTORS WITH A TEXTURED BLACK POWDER GOAT FINISH. D. EXTERIOR PLASTER FINISH: E. TYPICAL SIDING TO BE : EXPOSURE : FINISH SEE TYPICAL DETAILS : ROOF PLAN NOTES OI/OI/20 INDICATES X: 12 SLOPE UNLESS NOTED OTHERWISE ON ROOF PLANS. A. TYPICAL ROOFING TO BE CONCRETE 'S' TILE/FLAT TILE (ELEV "A") B. TYPICAL ROOF OVERHANG AT RAKE CONDITION TO BE XX" UNLESS NOTED OTHERWISE ON ROOF PLAN. G. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE XX" UNLESS NOTED OTHERWISE ON ROOF PLAN. REQUIRED ATTIC VENTILATION 01/01/20 ATTIC VENTILATION CALCULATIONS PER G.R.G. R806.2 AS FOLLOWS: A. ATTIC AREA (SQUARE FEET) B. DIVIDE A. BY 500 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED MIN. NET FREE VENTING AREA IN SQUARE INCHES. AT LEAST 40% AND NO MORE THAN 50% OF THE REQUIRED VENTING AREA SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE THAN 3 FEET VERTICAL BELOW THE RIDGE OR HIGHEST POINT OF ROOF WITH BALANCE OF VENTING PROVIDED IN BOTTOM I/3 OF ATTIC (AND IN CLIMATE ZONES 14 AND 16 A GLASS I OR II VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF CEILING.) * DIVIDE A. BY 150 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED MIN. NET FREE VENTING AREA IN SQUARE INCHES. G. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY GABLE END ATTIC VENTS. (SEE ATTIC VENT CHART FOR FREE AREA) i / =GABLE END VENT D. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY ROOF AIR VENTS. (SEE ATTIC VENT CHART FOR FREE AREA) fl =HIGH VENT ri =LOW VENT ri =AREA / 150 VENT E. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY UNDER SAVE VENT BLOCKS. (12 SQ. IN. OF FREE AREA MIN. EA.) =VENT BLOCK AT TRUSS BAY o00 =VENT BLOCK AT RAFTER BAY F. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED. PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA FRAMED AREAS TO ADJACENT ATTIC. SPACES. REFER TO - - 4 STRUCTURAL DRAWINGS FOR SHEATHING PENETRATIONS. NOTE: FOR ADDITIONAL GENERAL ATTIC / ROOF AIR VENTING REQUIREMENTS REFER TO GENERAL NOTE SHEETS. THIS PROJECT SHALL COMPLY WITH MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE PER C.R.C. SECTION R337. SEE SHEET G.3 FOR ADDITIONAL REQUIREMENTS. * SED �� GNESTER z Y Exp. sT 9TF , 0� P w o ARC 3971 01 /31 /23 0 CAO ING • I CITY DATE OF LA BUILDING DIVISION REVIEWED CODE COMPLIANCE 02/11/2022 BY QUINTA FOR D [ DELTA 1 Date: 12-22-2021 REVISIONS DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA FRONT & REAR ELEVATIONS 1 .3 JOB NUMBER: 985-21145 COPYRIGHT C 2020 BASSENIAN LAGONI ARCHITECTS • N N PLOT DATE: FILE NAME: 1145ELV ♦ TOP PLT. 1 T.O.T.G. ;4- TOP PLT. O FIN ♦FLR. ■ FIN. (AT 20 LEFT LOT #41 ♦ T.O.T.C. STOP PLT. D.2 1 SCALE: 1/4"=1'-0" O Ca ♦ F I N•FLR. ♦ ir O TOP PLT. O FIN. 14 RIGHT LOT #41 SCALE: I/4"=1'-0" ELEVATION / ROOF NOTES 01/01/20 I. 2X FASCIA, SEE DETAIL. 2. 2X BARGE, SEE DETAIL. 3. EXPOSED RAFTER TAILS WITH SHAPED ENDS, SEE DETAIL. ALL RAFTER TAILS TO BE EQUALLY SPACED. FRAMER TO COORDINATE WITH TRUSS ENGINEER. 4. EXTERIOR PLASTER OVER PAPER BACKED WITH WIRE MESH. 5. EXTERIOR PLASTER SOFFIT OVER EXPANDED METAL LATH. 6. I -GOAT STUCCO SYSTEM 7. EXTERIOR SIDING, SEE EXTERIOR FINISHES NOTES. S. EXTERIOR GRADE PLYWOOD SOFFIT. 1. TONGUE AND GROOVE SOFFIT. 10. SPACED X VERTICAL WOOD TRIM AT 6" O.G. OVER EXTERIOR GRADE PLYWOOD OR M.D.O. BOARD. 11. EXPOSED WOOD CORNER TRIM, SEE EXTERIOR FINISH NOTES. 12. EXTERIOR GRADE PLYWOOD OR M.D.O. BOARD. 13. SIMULATED PRECAST FOAM TRIM, SEE ELEVATION FOR ACTUAL SI ZE. 14. FOAM TRIM, SEE ELEVATION OR DETAIL FOR ACTUAL SIZE. 15. EXPOSED WOOD TRIM, SEE ELEVATION OR DETAIL FOR ACTUAL 51 ZE. 16. BUILT-UP 'CURVED' PLYWOOD TRIM OR M.D.O. BOARD. 17. FIXED SHUTTERS, SEE ELEVATION FOR SIZE. 18. POTSHELF, SEE DETAIL. 11. PROVIDE G.I. FLASHING AT ALL EXPOSED WOOD TRIM. 20. CONTINUOUS G.I. EXTERIOR PLASTER SCREED, SEE DETAIL. 21. G.I. FLASHING ROOF TO WALL. 22. S.I. FLASHING AND SADDLE / CRICKET. 23. APPROVED TERMINATION GAP WITH SPARK ARRESTER FROM F 1 REPLACE MANUFACTURER. 24. LINE OF INTERIOR CEILING OR INTERIOR WALL. 25. ADHERED MASONRY VENEER, INSTALL PER MFR. 26. LIGHTED ADDRESS SIGN. 27. SHAPED FOAM CORBEL, SEE DETAIL. 28. SHAPED WOOD CORBEL, SEE DETAIL. 211. WOOD POST(S). SEE PLAN FOR SIZE. 30. EXPOSED WOOD BEAM. 31. MANUFACTURED COLUMN. 32. PRE -CAST CONCRETE COMPONENT / TRIM, SEE DETAIL. 33. DECORATIVE FALSE TILE VENTS, SEE ELEVATION FOR LOCATION. 34. METAL RAILING, SEE DETAIL. 35. WOOD RAILINS, SEE DETAIL. 36. DECORATIVE METAL, SEE DETAIL. 3-1. EXTERIOR PLASTER RECESS, SEE ELEVATION FOR LOCATION, DEPTH AND SIZE OF FINISHED OPENING. 38. G.I. SCREENED AND LOUVERED 'GABLE END VENT', SEE ELEVATION FOR VENT SIZE AND LOCATION. SEE REQUIRED ATTIC VENTILATION CHART FOR MORE INFORMATION. 31. G.I. SCREENED 'ROOF' AIR VENT. SEE REQUIRED ATTIC VENTILATION CHART FOR MORE INFORMATION. 40. DECORATIVE (FALSE) VENT / LOUVERED BOARD, SEE ELEV. FOR SIZE AND LOCATION. 41. S.I. GUTTER AND DOWNSPOUTS, GUTTER LAYOUT AND DOWNSPOUT LOCATIONS TO BE FIELD VERIFIED. 42. ADHERED SYNTHETIC STONE VENEER 43. ANCHORED MASONRY VENEER. SEE SLAB INTERFACE PLAN (FOR EXTENT OF TOE FOOTING SEE SLAB INTERFACE PLAN). 44. LINE OF +2" WAINSCOT. SEE ELEVATION FOR HEIGHT. 45. LINE OF WAINSCOT FURRING. SEE ELEVATION FOR HEIGHT. SEE SLAB INTERFACE PLAN FOR MORE INFORMATION. 46. G.I. REGLET FOR COLOR GOAT CHANGE. 47. MECHANICAL TUB ACCESS PANEL, CORROSION RESISTANT, VERIFY SIZE AND LOCATION. PAINT TO MATCH STUCCO COLOR. 48. REPEAT DETAIL AT OPPOSITE SIDE OF OPENING. EXTERIOR FINISHES 01/01/20 A. ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE . B. ALL EXPOSED WOOD TRIM, PLYWOOD, SHUTTERS, POSTS AND CORBELS TO BE "RESAWN" AND SHALL BE PRIMED ON ALL SIDES PRIOR TO I NSTALLATI ON/ASSEMBLY. G. ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN INSTALLATION OR STRUCTURALLY APPROVED 'ORNAMENTAL' CONNECTORS WITH A TEXTURED BLACK POWDER GOAT FINISH. D. EXTERIOR PLASTER FINISH: E. TYPICAL SIDING TO BE : EXPOSURE : FINISH : SEE TYPICAL DETAILS : ROOF PLAN NOTES 01/01/20 INDICATES X:12 SLOPE UNLESS NOTED OTHERWISE ON ROOF PLANS. A. TYPICAL ROOFING TO BE CONCRETE '5' TILE/FLAT TILE (ELEV "A") B. TYPICAL ROOF OVERHANG AT RAKE GONDITION TO BE XX" UNLESS NOTED OTHERWISE ON ROOF PLAN. C. TYPICAL ROOF OVERHANG AT EAVE CONDITION TO BE XX" UNLESS NOTED OTHERWISE ON ROOF PLAN. REQUIRED ATTIC VENTILATION 01/01/20 ATTIC VENTILATION CALCULATIONS PER G.R.G. R806.2 AS FOLLOWS: A. ATTIC. AREA (SQUARE FEET) B. DIVIDE A. BY 300 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED MIN. NET FREE VENTING AREA IN SQUARE INCHES. AT LEAST 409 AND NO MORE THAN 50% OF THE REQUIRED VENTING AREA SHALL BE PROVIDED BY HIGH VENTS LOCATED NO MORE THAN 3 FEET VERTICAL BELOW THE RIDGE OR HIGHEST POINT OF ROOF WITH BALANCE OF VENTING PROVIDED IN BOTTOM 1/3 OF ATTIC (AND IN CLIMATE ZONES 14 AND 16 A GLASS 1 OR 11 VAPOR RETARDER SHALL BE INSTALLED ON THE WARM -IN -WINTER SIDE OF GEILINS.) DIVIDE A. BY 150 AND MULTIPLY BY 144 TO CALCULATE THE TOTAL REQUIRED MIN. NET FREE VENTING AREA IN SQUARE INCHES. G. TOTAL SQUARE INCHES OF NET FREE VENTILATINS AREA PROVIDED BY GABLE END ATTIC VENTS. (SEE ATTIC. VENT CHART FOR FREE AREA) i =GABLE END VENT D. TOTAL SQUARE INCHES OF NET FREE VENTILATINS AREA PROVIDED BY ROOF AIR VENTS. (SEE ATTIC VENT CHART FOR FREE AREA) ri =HIGH VENT ri =LOW VENT ri =AREA / 150 VENT E. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED BY UNDER EAVE VENT BLOCKS. (12 SQ. IN. OF FREE AREA MIN. EA.) =I =VENT BLOCK AT TRUSS BAY o00 =VENT BLOCK AT RAFTER BAY F. TOTAL SQUARE INCHES OF NET FREE VENTILATING AREA PROVIDED. fi I PROVIDE ACCESS AND VENTILATION FROM CALIFORNIA I I FRAMED AREAS TO ADJACENT ATTIC SPACES. REFER TO 1 4 STRUCTURAL DRAWINGS FOR SHEATHING PENETRATIONS. NOTE: FOR ADDITIONAL GENERAL ATTIC. / ROOF AIR VENTING REQUIREMENTS REFER TO GENERAL NOTE SHEETS. THIS PROJECT SHALL COMPLY WITH MATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSURE PER C.R.C. SECTION R337. SEE SHEET G.3 FOR ADDITIONAL REQUIREMENTS. * SED , Y Exp. 0�9TF i �i �' o ARC GHESTER 3971 01 /31 /23 O CP\--\ ING • I CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA LEFT & RIGHT ELEVATIONS ■ 3_1 JOB NUMBER: 985-21145 COPYRIGHT C 2020 BASSENIAN LAGONI ARCHITECTS PLOT DATE: FILE NAME: 11451NT O 1- O 12" 17 4 12 4'-0" GLR. VERIFY KITCHEN 28 24" 13 25" 25" 12" 26" 241 241 29 14 T (V ♦ • O • II -I m . I '.4- -•O O 3 12 ♦ EIE 1- 3 ;t I in ♦ ' ♦ . O I m `l ♦ jr 2'-6" GLR. GLR. F. 13 ,44'-O" \/CCIC' . lien l�.s All 1 O El NO SPLASH L_ •JL J • 1 13 SLANi7 jr I'-3" jr GLR. VERIFY 17 28 2'-O" GLR. 24" VERIFY ♦ 0 ♦ 12" 241 12 15 3I MEM 28 24" FREE KITCHEN I3 17 12" 12" 241 • 12 28 • 0 ♦ EIE I_ 3'-O" GLR. 24' VERIFY I3 0 ♦ ♦ 0 0 20 12 21 1 13 17 28 21' FIR I MASSY I5ATH 21 P7,1 12 • 21" 17 I3 0 0 m z 1 O SCALE: 3/8"= I'-0" 0 CI FM SCALE: 3/8"= I'-O" 15" 241 r r K 71K 71 • .• / / ., ./ ./ ,/ ,/ /. /. i • / • i \ / • V �al . V •al LAUNr,IRY 32 12 LL I7 13 24' -20 21 12 - I2'-6" MI11. 28 21" 11 I3 15AT4 2 23 18 ♦ 12" 12" 241 . 26 T • • 13 LINEN 28 m 0 ♦ 2' . 26 T 28 24" 24" SCALE: 3/8"=I'-O" AT HALL z 1 O 0 SCALE: 3/8"= I'-O" z 1 O SCALE: 3/8"= I'-0" 23 18 15AT1-I 3 21 12 20 f0 4'-6" MINI 13 17 28 LINEN AT PRIMARY BATH SCALE: 3/8"=I -0" 0 0 m 21 12 1 15 26 31 isi 28 21" 21' POIACEIR 11 SCALE: 3/8"= I'-0" SCALE: 3/8"= I'-0" SCALE: 3/8"= I'-0" INTERIOR ELEVATION NOTES 01/01/20 I. KITCHEN SINK WITH GARBAGE DISPOSAL. 2. VEGETABLE SINK. 3. REFRIGERATOR SPACE. 4. 50" GOOKTOP WITH 30" METAL HOOD (VENT TO OUTSIDE AIR). 5. 50" MICRO/HOOD COMBO. (VENT TO OUTSIDE AIR). 6. 30" BUILT-IN OVEN / MICROWAVE COMBINATION. 1. DISHWASHER SPACE. 8. TRASH COMPACTOR SPACE. 1. RECYCLE BIN SPACE. 10. WARMING DRAWER SPACE. 11. CABINET DOORS WITH SLASS. 12. TOP AND SPLASH. 13. 4" TOE SPACE (UNLESS NOTED OTHERWISE). 14. SOFFIT (SEE ELEVATION FOR DEPTH). 15. WINDOW, SEE FLAN FOR SIZE AND TYPE. 16. WINE COOLER SPACE. 11. FIXED PANEL. 18. PRE-FAB WAINSCOT. I. TILE WAINSCOT. 20. MEDICINE CABINET. 21. MIRROR (SEE ELEVATION FOR HEIGHT) 22. VANITY KNEE SPACE. 23. SHATTERPROOF ENCLOSURE. 24. CURTAIN ROD. 25. BANJO TOP AND SPLASH. 26. WOOD TOP. 21. UNDER COUNTER REFRIGERATOR SPACE. 28. BASE CABINET (SEE ELEVATION FOR DEPTH). 21. UPPER CABINET (SEE ELEVATION FOR DEPTH). 30. FACE FRAME CABINET (SEE ELEVATION FOR DEPTH). 31. DESK KNEE SPACE. 32. LAUNDRY SINK. 33. WIRE SHELF AND POLE. 34. WET -BAR SINK. 35. WINE RACK. 36. BUILT-IN SHELVES. 31. SMITTY PAN. 38. BUILT-IN MICROWAVE OVEN. GENERAL INTERIOR NOTES 01/01/20 A. CABINET DRAWINGS ARE FOR SCHEMATIC USE ONLY. REFER TO BUILDER SPECIFICATIONS AND SHOP DRAWINGS BY CABINET MANUFACTURER FOR FURTHER INFORMATION. B. VERIFY ALL FIREPLACE CLEARANCES TO COMBUSTIBLE MATERIALS WITH THE FIREPLACE CHOSEN BY THE BUILDER AT THE TIME OF CONSTRUCTION / INSTALLATION. * , GN u-iY Exp. i 17 DA Re S R'F�'� •r3971 01 /31 /23 O CALF RE • PLANNING •INTERIORS CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 BY C DELTA 1 Date: 12-22-2021 REVISIONS A A A A A A A A A A DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA INTERIOR ELEVATIONS A 4 JOB NUMBER: 985-21145 COPYRIGHT © 2020 BASSENIAN LAGONI ARCHITECTS N CO PLOT DATE: FILE NAME: 1145SECT TOP PLT. 1 IT lJ TOP PLT. • ♦FIN. FLR. PRIMARY BEDROOM 1. i 1. i (4441 j �a II WALK-IN CLOSET LAU. DEN/ OPPIGE 16 47 48 TYP. AT TYP. AT TRUSS WALL 15EDROOM 3 46 TYP. AT EXT. WAL R21 +R4 m SECTION 6 5 4 il TO' PLT. 15 45 FIN. FLR. rv♦ TOP P ♦FIN. FLR. 44 OUTDOOR LIYINC #I R38 - TYP. AT CEILLING 42 KITCHEN m Rla - TYP. UNDER ROOF DECK 2 RI5 TO - TYP. AT HOUSE GARAGE WALL 4q CARACE SCALE: 1/4"=1'-0" TOP PLT. T.O.G. SECTION FIN. FLR. DEN/ OPPIG� BALL GREAT ROOM KITC.F N PREP. K I TGFEN SCALE: I/4"=1'-O" P PLT. m FIN. FLR. SECTION SCALE: I/4"=1'-O" SECTION NOTES l 0. I. FASCIA BOARD. (SEE ELEVATION.) 2. BARGE BOARD. (SEE ELEVATION.) 3. EXPOSED RAFTER TAILS. (SEE ELEVATION.) 4. ROOFING MATERIAL, REFER TO ROOF PLAN NOTES. 5. ROOF SHEATHING. 6. DESIGNED WOOD ROOF TRUSSES. 7. HEEL STAND TRUSSES. 8. GIRDER TRUSS. 1. 2X ROOF RAFTERS. 10. 2X ROOF JOISTS. II. 2X CEILING JOISTS. 12. RIDGE BEAM. 13. FLUSH BEAM. 14. DROPPED BEAM. 15. HEADER. 16. IX OVER 2X TOP PLATE AT NON -BEARING WALL. 11. DOUBLE 2X TOP PLATE AT EXTERIOR AND BEARING WALLS. 18. 2X FLOOR JOISTS. I. DESIGNED FLOOR JOISTS. 20. FLOOR SHEATHING. 21. G.I. FLASHING AT ROOF TO WALL. 22. G.I. FLASHING AND SADDLE / CRICKET. 23. EXPOSED BEAM. 24. 2X SOLE PLATE. 25. 2X P.T.D.F. SILL PLATE. 26. 2X4 STUDS. 27. 2X4 CRIPPLES. 28. 2X CEILING FURRING. 2q. 2X BLOCKING. 30. 2x6 STUDS. 31. PONY WALL. SEE PLAN FOR HEIGHT. 32. BALLOON FRAMED WALLS. SEE STRUCTURAL FRAMING PLANS, STRUCTURAL GALGULATIONS AND GENERAL NOTES. 33. 2X STAIR STRINGERS AT 16" ON CENTER. 34. PLYWOOD TREADS AND RISERS. 35. WINDER STAIR FRAMING W/ PLYWOOD TREADS. 36. RIP 2X DECK JOISTS FOR 1/4" PER FOOT SLOPE. 37. ELASTOMERIG DECKING OVER PLYWOOD SUBFLOOR. INSTALLED TO MANUFACTURER'S SPECIFICATIONS. 38. 2X 'NAIL SPACEDDECKING. 31. ENCLOSED ACCESSIBLE SPACE UNDER STAIR SHALL BE PROTECTED WITH 1/2" GYPSUM BOARD ON ENCLOSED SIDE PER G.R.G. R302.1. 40. 42" HIGH GUARD PER G.R.G. R312.I. 41. 34"-38" HIGH HANDRAIL ABOVE NOSING PER G.R.G. R311.7.8.1. 42. FIBERBATT INSULATION - SEE ENERGY COMPLIANCE SHEET. EXTERIOR WALL: R21+R4 GARAGE TO HOUSE WALL: RI5 HOUSE'S CEILING: R3E, UNDER ROOF DECK: RIq 43. EXTERIOR FINISH, REFER TO ELEVATIONS. 44. EXTERIOR CEILING / SOFFIT (SEE PLAN / ELEVATION). 45. SHELF, 1/2" GYP. BOARD OVER 3/8" PLYWOOD. 46. CONCRETE FLOOR SLAB. 47. 5/8" GYPSUM WALL BOARD. 48. 1/2" GYPSUM WALL BOARD 41. REFER TO FLOOR PLAN FOR OCCUPANCY SEPARATION PER G.R.G. R302.6. ATTIC F.A.U. NOTES OI /0 _O A. FURNACE SHALL BE LISTED FOR INSTALLATION IN ATTIC OR IN A FURRED SPACE. B. FURNACE SHALL BE LISTED FOR USE ON COMBUSTIBLE FLOORING. C. ATTIC OPENING AND PASSAGEWAY SHALL BE LARGE ENOUGH FOR REMOVAL OF FURNACE AND NOT LESS THAN 22"x30". G.M.G. 304.4. D. PROVIDE MINIMUM 24" WIDE SOLID CONTINUOUS FLOOR FOR PASSAGEWAY. C.M.C. 304.4.2. E. WHERE HEIGHT OF PASSAGEWAY 15 LESS THAN 6 FEET, DISTANCE FROM ATTIC ACCESS OPENING TO FURNACE SHALL BE NOT MORE THAN 20 FT. MEASURED ALONG CENTERLINE OF PASSAGEWAY. G.M.G. 504.4.1. F. PROVIDE UNOBSTRUCTED LEVEL WORK SPACE OF 30"x30" MINI MUM IN FRONT OF EQUIPMENT. G.M.G. 304.4.3. G. VENT THROUGH ROOF A MIN. OF 5 FT. ABOVE THE HIGHEST VENT COLLAR WHICH IT SERVES. H. FURNACE INSTALLATION SHALL MEET ALL LISTED CLEARANCES. I. RAISE PLATFORM AND PASSAGEWAY FLOOR SUFFICIENTLY SO INSULATION BENEATH WILL NOT BE COMPRESSED. GENERAL SECTION NOTES 010i20 A. REFER TO STRUCTURAL ENGINEERS DRAWINGS, DETAILS AND NOTES FOR INFORMATION NOT SHOWN HERE. B. REFER TO TRUSS DRAWINGS FOR INFORMATION NOT SHOWN HERE. C. SECTIONS REFLECT THE 'A' ELEVATION (UNLESS NOTED OTHERWISE). D. ROOF SLOPE(S) AND OVERHANG(S) MAY VARY PER ELEVATION. REFER TO THE ROOF NOTES AND ROOF PLANS AT EACH ELEVATION FOR MORE INFORMATION. E. TYPGIAL DIMENSIONS FOR A HEEL TRUSS. ( DIMENSION FROM TOP PLATE TO THE TOP OF TOP CHORD) . T.O.T.C. TOP PLT. * G<c, GNESTER Y Exp.01/31/23 �TF C' •►3971 O CP\--OQ RE • PLANNING • INTERI CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 BY C DELTA 1 Date: 12-22-2021 REVISIONS BLDG. DEPT. 11/30/2021 DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA SECTIONS A,B&C i 5 JOB NUMBER: 985-21145 COPYRIGHT C 2020 BASSENIAN LAGONI ARCHITECTS • 00 N N PLOT DATE: FILE NAME: 1145D1-0 0 0 0 0 ROOF FRAMING (SEE STRUCTURAL) ROOF SHEATHING (SEE STRUCTURAL) ROOF MATERIAL, UNDERLAYMENT, AND FLASHING -SEE ROOF MATERIAL DETAIL 3/D.I 2X BLOCKING (DBL. BLOCKING WHERE STONE VERNEER OCCUR) 2X FASCIA (SEE ELEVATION) 26 GA. G.I. DRIP EDGE (I) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD O(2) LAYERS OF WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) OIX STARTER BOARD AT OVERHANG 10 WHERE OCCUR - ADHERED STONE VENEER, INSTALL PER MFR. REFER TO STRUCT. DINGS. FOR SHEAR REQUIREMENTS. !AVE AT EXTERIOR PLASTER SCALE : 11/2" = I'-0" 21 0 0 0 0 0 0 0 ROOF FRAMING (SEE STRUCTURAL) ROOF SHEATHING (SEE STRUCTURAL) ROOF MATERIAL, UNDERLAYMENT, AND FLASHING -SEE ROOF MATERIAL DETAIL 3/D.I 2X BLOCKING 2X BARGE (SEE ELEVATION) (2) LAYERS OF WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) (I) COAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD IX STARTER BOARD AT OVERHANG OWHERE OCCUR - ADHERED STONE VENEER, INSTALL PER MFR. 0 0 0 0 0 • SEE ROOF NOTE FOR DIMENSI01` i REFER TO STRUCT. DINGS. FOR SHEAR REQUIREMENTS. DETAIL* REWATE RAKE AT EXTERIOR PLASTER SCALE : I I/2" = I'-0" 22 23 0 0 0 0 0 0 (2) LAYERS 301b A.S.T.M. ROOFING UNDERLAYMENT (2) LAYERS 60 MINUTE GRADE 'D' BLDG. PAPER 26 GA. G.I. ROOF TO WALL FLASHING 2X WALL FRAMING (SEE STRUCTURAL) 26 GA. GI. WEEP SCREED 2X BLOCKING 0 LAP BITUMINOUS MEMBRANE 0/ WATER-RESISTANT PAPER IN/ 4" MINIMUM LAP 0 24"X36" RAINBUSTER 420 (NAIL ON FLASHING, CENTERED ON FASCIA) SECURE WITH ROOF NAILS AT TOP EDGE. O20"X24" 26 GA. G.I. SHIELD W/ ROUNDED BOTTOM CORNERS APPLIED OVER RAINBUSTER 420 FLASHING AND BEHIND ROOF FRAMING. 10 I I 0 0 SOLID BACKING 2X FASCIA OR RAKE (SEE FASCIA OR RAKE DETAIL) ROOF FRAMING (SEE STRUCTURAL) EXTERIOR FINISH 0 0 0 10 0 0 0 0 10 0 0 \ • 0 0 13 0 <7 ALL SECTION ROO TO 1NALL !AVE AT WALL FLASf I NC SPSG - 8-12-II SCALE: I I/2"= I'-0" • 0 0 0 0 0 0 0 0 0 0 0 10 I I 12 13 14 15 I6 17 (2) LAYER 30Ib A.S.T.M. ROOFING UNDERLAYMENT (2) LAYER WATER-RESISTANT PAPER (60 MINUTE, GRADE 'D' MINIMUM) 26 GA. G.I. PAN FLASHING 2X CONT. BACKING 26 GA. G.I. 'Z' BAR FLASHING 2X BLOCKING 26 GA. G.I. DRIP EDGE FLASHING 18" W. X 28" H. SELF SEALING, SELF ADHERING BITUMINOUS MEMBRANE APPLIED OVER SOLID BACKING AND BEHIND ROOF FRAMING (SECURE TOP EDGE IN/ ROOFING FELT NAILS) 12"XI6" 26 GA. G.I. SHIELD IN/ ROUNDED BOTTOM CORNERS APPLIED OVER BITUMINOUS MEMBRANE AND BEHIND ROOF FRAMING 1-PIECE METAL DIVERTER (CAULK TO ROOF EDGE PRIOR TO UNDERLAYMENT) SEE ISOMETRIC BELOW ROOF FRAMING (SEE STRUCTURAL) 2X FASCIA 2X WALL FRAMING (SEE STRUCTURAL) LAP BITUMINOUS MEMBRANE OVER WATER-RESISTANT PAPER IN/ 4" MINIMUM LAP EXTERIOR FINSH SOLID BACKING 26 GA. G.I. CORROSION - RESISTANT FLAT BACK DIATO D I YERTER ISOMETRIC 0 0 0 0 17 •a • o_ < • d z_ ALL SECTION ROO TO WALL 18 !AVE AT WALL FLASH I NC SCALE : 11/2" = 1'-0" 24 19 25 20! 0 0 0 0 0 0 0 PROVIDE ELASTOMERIG MEMBRANE AT ROOF, TO BOX -OUT INTERSECTION PLYWOOD ROOF DECK (SEE STRUCTURAL) FLAT STOCK 26 GA. G.I. G-90 METAL FLASHING (-i/8" PAST THE CORNER FOR THE PLASTER) FRAMED CORNER BOX -OUT TO FLUSH WITH EAVE TO ALLOW FOR EXTERIOR FINISH AND FLASHING PER STRUCTURAL DETAILS ROOF TO WALL FLASHING SEE TYPICAL DETAILS 2X FASCIA G.I. DRIP AT EAVE, SEE TYPICAL EAVE DETAILS EXTEND FLASHING 1/8" PAST THE CORNER FOR EXTERIOR PLASTER STOP LEC END XX = SEQUENCE OF WEATHERBOARD LAPPING 0 (2) LAYERS 30 Ib A.S.T.M. ROOFING UNDERLAYMENT 0 (2) LAYERS 60 MINUTE GRADE 'D' BUILDING PAPER O26 GA. G.I. PAN FLASHING 0 2x10 BLOCKING 0 26 GA. G.I. CORROSION - RESISTANT FLAT BACK DIATTO 0 IX2 BATTEN AT SIDE WALL 0 26 GA. G.I. ROOF TO WALL FLASHING 0 CONCRETE FLAT ROOF TILE INSTALL PER MFR. ROOF TO WALL FLASHING 3/4". 6" PAN FLASHING NOTE: PAINT ROOF FLASHING TO MATCH ROOF MATERIAL COLOR ,L) FLAT/BACK DIATTO 0 0 AT HEAD WALL WINDOW SILL WHERE OCCURS 00000,0 O O SDL.IF/8 ROOF TO WALL ASH+ I NC CONCRETE FLAT TILE SPSG - 8-12-II SCALE: I I/2"=1'-O" 7 13 OI WEATHER BLOCKING (PEEL AND STICK) PROVIDE SOLID GROUT FILL AT ENDS 0 (2) LAYERS UNDERLAYMENT (MIN. 30 Ib A.S.T.M. FELT) CARRIED OVER AND UNDER 2X NAILER 0 ROOF SHEATHING (SEE STRUCTURAL DRAWINGS) APPLY CONTINUOUS BEAD OF APPROVED ADHESIVE/ SEALANT 0/ NOSE ENDS OF EACH RIDGE TILE INSTALL ROOFING MATERIAL, BATTENS AND WIND CLIPS PER MANUFACTURERS RECOMMENDATIONS IDC GAP CONCRETE FLAT TILE SCALE: I I/2"=1'-O" 8 0 0 0 0 ROOF FRAMING ROOF SHEATHING (SEE STRUCTURAL NOTES) VENT PIPE SEAL PIPE TO FLASHING WITH TOPS 850 ADHESIVE O5 (2) - LAYERS 30 Ib. A.S.T.M. ROOFING UNDERLAYMENT (I -LAYER AT COMP.) 0 0 0 FLEXIBLE GAP FLASHING IN/ MIN. 4" SKIRT AROUND ROOF PROJECTION. ATTACH TO TILE IN/ ROOFERS MASTIC G.I. BASE MTL. FLASHING SET IN MASTIC STORM COLLAR SET IN CONT. BEAD OF TOPS 850 ADHESIVE. 152-I0118/DI0_I0C '5' VENT FLASf I NC SCALE : 1 1/2" = I'-0" 9 ROOF FRAMING ROOF SHEATHING (SEE STRUCTURAL NOTES) VENT PIPE SEAL PIPE TO FLASHING WITH TOPS 850 ADHESIVE (2) - LAYERS 30 Ib. A.S.T.M. ROOFING UNDERLAYMENT (I -LAYER AT COMP.) FLEXIBLE GAP FLASHING IN/ MIN. GI" SKIRT AROUND ROOF PROJECTION. ATTACH TO TILE IN/ ROOFER'S MASTIC G.I. BASE MTL. FLASHING SET IN MASTIC STORM COLLAR SET IN CONT. BEAD OF TOPS 850 ADHESIVE. OI EAVE RISER O(2) LAYERS UNDERLAYMENT (301b A.S.T.M. FELT MIN.) OMINIMUM 26 GA. GI. DRIP 0 BOARD TRANSITION CONCRETE FLAT ROOF TILE (SEE ELEVATION FOR MANUFACTURER) OREFER TO EAVE AND RAKE DETAILS FOR ROOF SHEATHING AND OVERHANG INFORMATION INSTALL ROOFING MATERIALS, BATTENS AND WIND CLIPS PER MANUFACTURERS RECOMMENDATIONS 00 STANDARD EAVE INSTALL ROOFING MATERIALS, BATTENS AND WIND CLIPS PER MANUFACTURERS RECOMMENDATIONS 4" N STANDARD RAKE r INSTALL ROOFING MATERIALS, BATTENS AND WIND CLIPS PER MANUFACTURERS RECOMMENDATIONS ROOF MATERIAL CONCRETE FLAT TILE SCALE: 11/2"=1'-0" 3 OI 26 GA. G.I. VALLEY FLASHING MIN. 1/2" CRIMPED EDGES (EXTEND 1" PAST EAVE) 0 WEAVED UNDERLAYMENT (2) LAYERS (MIN. 50 Ib A.S.T.M. FELT MIN.) 0 30 Ib. SWEAT SHEET UNDER FLASHING MIN. 36" WIDE. 0 SECURE VALLEY FLASHING AT MAX. 24" O.G. W/ CLIPS FABRICATED OF SIMILAR OR COMPATIBLE MATERIAL. DO NOT NAIL FELT, BATTENS OR TILE THROUGH VALLEY FLASHING. 0 CONCRETE FLAT ROOF TILE INSTALL PER MFR. • • INSTALL ROOFING MATERIAL, BATTENS AND WIND CLIPS PER MANUFACTURERS RECOMMENDATIONS NOTE: EXTEND VALLEY METAL FULL WIDTH I" PAST EDGE OF ROOF. !AVE SOX -OUT AT SLOP I NC ROOF SPSG- 8-12-11 BIRDSTOP SCALE: I I/2"= I'-0" 15 ROOF VENT FLASHIN6 SCALE : 11/2" = 1'-0" VALLEY FLAS- I NC 1 O CONCRETE FLAT TILE SCALE : 1 1/2" = I'-O" 5 * SEC o Y Exp. �9TFO /<<` A Rc NESTER 3971 01 /31 /23 CAO° ECTURE • PLANNING a INTERIORS 1 CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 BY _ C DELTA 1 Date: 12-22-2021 REVISIONS A A A A A A A A DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA GENERAL FOR FURTHER JOB NUMBER: COPYRIGHT BASSENIAN DETAILS NOTE: REFER NOTES INFORMATION D 985-21145 LAGONI TO SHEETS 1 2020 ARCHITECTS PLOT DATE: 12-28-21 FILE NAME: 1145D2-0 OWINDOW FRAME 0 APPROVED FLASHING MATERIAL O(2) LAYERS OF WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) 04 (I) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD 05 SEALANT TYPICAL OFRAMING (SEE STRUCTURAL PLANS) OTRIM - WHERE OCCURS 0/ BROWN GOAT (SEE WINDOW TRIM DETAIL FOR SIZE AND SHAPE) 08 26 GA. G.I. DRIP EDGE BY STOCKTON METALS - SDC #12 OR EQUAL OSELF SEALING, SELF ADHERING BITUMINOUS MEMBRANE APPLIED OVER SOLID BACK ING. 10 EXTERIOR PLASTER SOFFIT 0/ EXPANDED METAL LATH REFER TO DETAIL 14/D.2-I FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. • SEE PLAN GOO O 0 • d f R!GESS!D WINDOW MEAD AT EXTERIOR PLASTER SCALE : 3" = I'-0" 21 OWINDOW FRAME OAPPROVED FLASHING MATERIAL O(2) LAYERS OF WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) 04 (I) COAT STUCCO 0/ HIRE MESH 0/ I" FOAM BOARD OS SEALANT TYPICAL OFRAMING (SEE STRUCTURAL PLANS) OTRIM - WHERE OCCURS 0/ BROWN COAT (SEE WINDOW TRIM DETAIL FOR SIZE AND SHAPE) REFER TO DETAIL 14/D.2-I FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. R!GESS!D WINDOW JAMB AT EXTERIOR PLASTER SCALE : 3" = I'-0" 22 WINDOW FRAME OAPPROVED FLASHING MATERIAL O(2) LAYERS OF WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) OADHERED STONE VENEER OVER BROWN GOAT 0/ WIRE MESH 0/ I" FOAM BOARD OSEALANT TYPICAL OFRAMING (SEE STRUCTURAL PLANS) 0 TRIM - WHERE OCCURS 0/ BROWN GOAT (SEE WINDOW TRIM DETAIL FOR SIZE AND SHAPE) OS 26 GA. G.I. DRIP EDGE BY STOCKTON METALS - SDG *12 OR EQUAL OSELF SEALING, SELF ADHERING BITUMINOUS MEMBRANE APPLIED OVER SOLID BACKING. 10 EXTERIOR PLASTER SOFFIT 0/ EXPANDED METAL LATH O SEE PLAN 0 O O REFER TO DETAIL 14/D.2-I FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. • O / • RECESSED WINDOW HEAD AT STONE VENEER 0 O O O O O 0 WINDOW FRAME APPROVED FLASHING MATERIAL (2) LAYERS OF WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) ADHERED STONE VENEER, INSTALL PER MFR. SEALANT TYPICAL FRAMING (SEE STRUCTURAL PLANS) (I) COAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD REFER TO DETAIL 14/D.2-I FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. SCALE : 3" = I'-0" O O 123 SEE PLAN RECESSED WINDOW JAMS AT STONE VENEER SCALE : 3" = I'-O" 0 O O O O O O O O 10 WINDOW FRAME APPROVED FLASHING MATERIAL WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) (I) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD SEALANT TYPICAL FRAMING (SEE STRUCTURAL PLANS) O TRIM - WHERE OCCURS 0/ BROWN COAT (SEE WINDOW TRIM DETAIL FOR SIZE AND SHAPE) EXTERIOR GRADE PLYWOOD (SLOPE SILL I":12") SELF SEALING, SELF ADHERING BITUMINOUS MEMBRANE APPLIED OVER SOLID BACK ING. ADHERED STONE VENEER, INSTALL PER MFR. REFER TO DETAIL 14/D.2-I FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. PROVIDE 3" MIN. FROM WINDOW ROUGH OPENING TO REGE55 (FURRING) FRAMING ON ALL SIDES. SLOPE SHELF AT RECESS I":12" MIN. AWAY FROM WINDOW WALL. PROVIDE SOLID BACK INS FOR BITUMINOUS MEMBRANE AT SHELF AND 6" MIN. UP SIDE ATTAGH LOWER BIB OF 12" WIDE STRIP OF FLASHING MATERIAL. TOP OF BIB SHOULD BE 3" ABOVE THE OUTSIDE EDGE OF THE SLOPED SILL. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES. APPLY SEALANT AT BOTTOM GORNERS OF RECESS. ATTACH UPPER BIB OF WATER-RESISTANT PAPER STARTING AT SILL ROUGH OPENING AND EXTEND DOWN SILL WALL, ALONG RECESS SHELF AND DOWN FRONT OF FURRING TO 2" BELOW BITUMINOUS MEMBRANE (I" BELOW STARTER BIB) ATTACH UPPER BIB WITH GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES ALONG UPPER EDGE. SET 'CORNER FLASH' 'A' PIEGES INTO SEALANT AT BOTTOM CORNERS ('GORNER FLASH' BY TLS LABS. USE 'OS' I00A, 102A, 106A OR 1 I2A DEPENDING ON THE DEPTH OF RECESS. STAPLE IN PLAGE ALONG TOP EDGE USING RUST -RESISTANT STAPLES. SET 'CORNER FLASH'-GS 100 "B" PIECE DIREGTLY ON TOP OF THE "A" PIEGE. BUT 'B' PIEGES AS NEEDED TO ALLOW IT TO WRAP AROUND JAMB. STAPLE IN PLAGE AT TOP EDGE. ('CORNER FLASH' BY TLS LABS.) REPEAT AT OTHER SILL GORNER. ATTACH SILL STRIP OF MIN. 12" WIDE FLASHING MATERIAL. TOP OF STRIP SHOULD BE FLUSH WITH BOTTOM SILL OF ROUGH OPENING. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES. (WRAP SILL STRIP DOWN FAGE OF FURRING WHEN RECESS DEPTH 15 LESS THAN SILL STRIP WITH) APPLY SEALANT AT TOP CORNERS OF RECESS. )€0 SET 'CORNER FLASH GS 100 'B' PIEGES INTO SEALANT AT TOP RECESS CORNERS, GUT 'B' PIEGES AS NEEDED TO ALLOW IT TO WRAP AROUND JAMB AND HEAD. THEN STAPLE IN PLACE AT TOP EDGE OF 'B' PIECE. ('CORNER' FLASH BY TL5 LABS) APPLY A CONTINUOUS BEAD OF SEALANT TO THE BACK SURFACES OF THE WINDOW FLANGE, THEN PLAGE THE WINDOW INTO THE ROUGH OPENING WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. �7J SET 'CORNER FLASH' 'A' PIEGES DIREGTLY ON TOP OF 'B' PIEGES ('CORNER FLASH' BY TL5 LABS. USE 'GS' I00A, 102A, 106A OR II2A DEPENDING ON DEPTH OF RECESS) STAPLE IN PLACE ALONG TOP EDGE USING RUST -RESISTANT STAPLES. REPEAT AT OTHER SILL CORNER. AFTER WINDOW 15 PLACED, INSTALL THE HEAD STRIP OF FLASHING MATERIAL OVER THE WINDOW FLANGE. THIS 15 ANOTHER STRIP OF FLASHING MATERIAL AT LEAST 12" WIDE. (WRAP HEAD STRIP ONTO FACE OF FURRING WHEN RECESS DEPTH 15 LESS THAT HEAD STRIP WIDTH) WATER-RESISTANT PAPER TO BE 60 MINUTE GRADE 'D' PAPER MINIMUM NOTES: G.R.G. 612.1 ff 103.8 GALLS GALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO THE WEATHER TO MAKE THEM WEATHER PROOF. SINGE G.R.G. DOES NOT OUTLINE PROGEDURES FOR WINDOW FLASHING, TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE APPROVED 12" WIDE SELF-SEALING FLASHING. CAULK BACK OF WINDOW FRAMES BEFORE SETTING. USE WINDOWS THAT ARE WATER TIGHT. 26 SA. G.I. FLASHING REQUIRED AS SHOWN IN OTHER WINDOW DETAILS TO BE INSTALLED BY SHEET METAL CONTRACTOR. LINE WIRE, WHEN USED A5 BACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR FELT BENEATH LATH FOR STUGGO SHOULD BE INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE NO ATTACHMENT DEVIGE NOR THE WIRE BAGKING SHOULD COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF WALL OPENINGS MUST COVER WIRE BACKING. APPLY SELF SEALING, SELF ADHERING BITUMINOUS MEMBRANE OVER SOLID BACKING STARTING ON THE ROUGH SILL, RUN ALONG SHELF AND DOWN FACE OF FURRING TO I" FROM BOTTOM EDGE OF BIB STRIP. AFTER SILL STRIP 15 IN PLAGE ATTACH JAMB STRIPS OF FLASHING MATERIAL (SIDE OF OPENING) AT LEAST 12" WIDE WITH INSIDE EDGE OF FLASHING FLUSH WITH EDGE OF WINDOW OPENING. TOP EDGE TO BE FLUSH WITH TOP OF RECESS OPENING. BOTTOM EDGE TO BE FLUSH WITH SLOPED SHELF OF REGESS OPENING. REPEAT FOR BOTH JAMBS. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES. (WRAP SILL STRIP DOWN FAGE OF FURRING WHEN RECESS DEPTH 15 LESS THAN SILL STRIP WITH) G4D APPLY SEALANT AT OUTSIDE EDGES OF BITUMINOUS MEMBRANE AND TOOL FLAT STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER-RESISTANT PAPER (A) UNDER THE STARTER BIB. GUT ANY EXCESS WATER-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL ON EAGH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES). INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (A, B, G, ETG) OVER JAMB AND HEAD FLANGES IN SHINGLE -BOARD FASHION. PAPER SHOULD RUN CONTINUOUSLY OVER HEAD WITH NO SPLICES ABOVE WINDOW. DETAIL* REVDATE 0 (I) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD OFRAMING (SEE STRUCTURAL PLANS) 03 APPROVED FLASHING MATERIAL OFOAM TRIM - WHERE OCCURS OVER BROWN GOAT (SEE DOOR TRIM DETAIL FOR SIZE AND SHAPE) OWINDOW FRAME OSEALANT TYPICAL 0 WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) REFER TO DETAIL 4/0.2 FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. 0 O O O O • XXX) i rs a • O WINDOW HeAr, AT EXTERIOR PLASTER SCALE : 3" = I'-0" 6 01 (I) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD OFRAMING (SEE STRUCTURAL PLANS) OAPPROVED FLASHING MATERIAL OTRIM - WHERE OCCURS 0/ BROWN COAT (SEE DOOR TRIM DETAIL FOR SIZE AND SHAPE) OWINDOW FRAME OSEALANT TYPICAL 0 WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) REFER TO DETAIL 4/D.2 FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. Y4" MAX. 0900 • WINDOW JAMS AT EXTERIOR PLASTER SCALE : 3" = I'-0" 7 0 O O O O O O (I) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD FRAMING (SEE STRUCTURAL PLANS) APPROVED FLASHING MATERIAL TRIM - WHERE OCCURS 0/ BROWN COAT (SEE DOOR TRIM DETAIL FOR SIZE AND SHAPE) WINDOW FRAME SEALANT TYPICAL WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) REFER TO DETAIL 4/0.2 FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. 0 O 0 O • • • • • • • • • • • • WINDOW SIL.L. AT EXTERIOR PLASTER SCALE : 3" = I'-O" 8 24 RECESSED WINDOW FL ASf I NC SCALE : 3/5" = 1'-0" 14 (PER COLOR SCHEDULE) - = II TRIM TRIM END SURFACES TO RELIEVE JL SAME GOLOR/FINISH APPLICATION fr JI - IL ir- - JC- EXTENT OF TRIM PAINT COLOR -1r HEAD ST ONE A VENEER OHEAD TR I M SLOPE TOP TO DRAIN SEE ELEVATION FOR WINDOW BREAK-UP PATTERNS FOAM TRIM (MIN. 21b. PGF)--fir--- APPLIED OVER JI / II BROWN GOAT --flI ILA, II / WINDOW FRAMEJL----JL-- --flc=DC Dr IC--- JI - 11 WHERE OGGUR_ J L ADHERED STONE 3 VENEER. -- JI - n1 - JC ---JI - II IL ---�1 J_ Jr— nI J� • R PLAN AT 5TO1 VENEER I" 3" A STONE VENEER EXTENT OF TRIM PAINT GOLF (PER COLOR SCHEDULE) TRIM END SURFACES TO REGIE SAME GOLOR/FINISH APPLIG HEAD TRIM SLOPE TOP TO DRAIN 3" ATj TONE VE ER I rl OSILL TRIM SLOPE TOP TO DRAIN SEE ELEVATION FOR WINDOW BREAK-UP PATTERNS FOAM TRIM TRIM (MIN. 21b. PGF) APPLIED OVER BROWN GOAT JL / WINDOW FRAME ADHERED 5 VENEER. PLAN SILL TRIM JJ J y 01 (I) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD OFRAMING (SEE STRUCTURAL PLANS) OAPPROVED FLASHING MATERIAL OTRIM - WHERE OCCURS 0/ BROWN GOAT (SEE DOOR TRIM DETAIL FOR SIZE AND SHAPE) OWINDOW FRAME OSEALANT TYPICAL 0 WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) REFER TO DETAIL 4/17).2 FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. Y4" MAX. O O 0 Y4" MAX. lu OO —Jo 111-1-1 il WINDOW POST AT EXTERIOR PLASTER SCALE : 3" = I'-O" 9 1 EXTENT OF TRIM PAINT COLOR (PER COLOR SCHEDULE) TRIM END SURFACES TO RELIEVE SAME COLOR/FINISH APPLICATION OHEAD TRIM SLOPE TOP TO DRAIN SEE ELEVATION FOR WINDOW BREAK-UP PATTERNS FOAM TRIM (MIN. 21b. PGF) APPLIED OVER BROWN COAT WINDOW FRAME HEAD TRIM III LINE OF ADJACENT WINDOW - WHERE OCCURS WHERE OCCUR WHERE OCCUR 14" • • • JAMB STRIP ROUGH OPENING SILL STRIP ROUGH OPENING SILL STRIP • HEAD STRIP • • ATTACH A (MIN. 12" WIDE) SILL STRIP OF FLASHING MATERIAL WITH THE TOP EDGE EVEN WITH THE TOP EDGE OF THE ROUGH SILL. EXTEND SILL STRIP MINIMUM 14" BEYOND THE EDGE OF THE ROUGH OPENING FOR WINDOW. ATTACH FLASHING WITH GALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES. 14" AFTER SILL STRIP 15 IN PLACE, ATTACH (MIN. 12" WIDE) JAMB STRIPS OF FLASHING MATERIAL (SIDE OF OPENING) WITH INSIDE EDGE OF FLASHING FLUSH WITH EDGE OF ROUGH OPENING. START JAMB STRIPS 2" BELOW THE SILL STRIP AND EXTEND JAMB STRIPS 12" ABOVE THE LOWER EDGE OF THE HEADER (TOP OF ROUGH OPENING). APPLY A CONTINUOUS BEAD OF SEALANT TO THE BACK SURFACES OF THE WINDOW FLANGE, THEN PLACE THE WINDOW INTO THE ROUGH OPENING WITH THE FLANGES OVER THE INSTALLED FLASHING STRIPS. AFTER THE WINDOW 15 PLACED, APPLY A CONTINUOUS BEAD OF SEALANT 0/ HEAD FLANGE, INSTALL A (MIN. 12" WIDE) HEAD STRIP OF FLASHING MATERIAL OVER THE WINDOW FLANGE, EMBED FLASHING MATERIAL INTO SEALANT. STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER-RESISTANT PAPER (A) UNDER THE SILL STRIP. CUT ANT EXCESS WATER-RESISTANT PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE ON EACH SIDE OF THE OPENING. (SHOWN IN DIAGRAM AS SHORT DASH LINES). INSTALL SUCCEEDING COURSES OF WATER-RESISTANT PAPER (B, C, ETC.) OVER JAMB AND HEAD FLANGES IN SHINGLE -BOARD FASHION. PAPER SHOULD RUN CONTINUOUSLY OVER HEAD WITH NO SPLICES ABOVE WINDOW. WATER-RESISTANT PAPER TO BE 60 MINUTE GRADE 'D' PAPER MINIMUM NOTES: G.R.G. 612.1 8 703.8 GALLS GALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO THE WEATHER TO MAKE THEM WEATHER PROOF. SINGE G.R.G. DOES NOT OUTLINE PROCEDURES FOR WINDOW FLASHING, TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE APPROVED 12" WIDE SELF-SEALING FLASHING. CAULK BACK OF WINDOW FRAMES BEFORE SETTING. USE WINDOWS THAT ARE WATER TIGHT. 26 GA. G.I. FLASHING REQUIRED AS SHOWN IN OTHER WINDOW DETAILS TO BE INSTALLED BY SHEET METAL CONTRACTOR. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF WALL OPENINGS MUST COVER WIRE BACKING. DETAIL* REVDATE W I NDoW FL.AS 1 NC SCALE : 3/5" = 1'-0" 4 0 O O O O O (1) GOAT STUCCO 0/ WIRE MESH 0/ I" FOAM BOARD SELF SEALING, SELF ADHERING BITUMINOUS MEMBRANE APPLIED OVER SOLID BACKING APPROVED FLASHING MATERIAL TRIM WHERE OCCUR, GUT TO FIT WINDOW FRAME EXTERIOR PLASER 0/ WIRE MESH REFER TO DETAIL 4/02 FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. O O 0 O 0 •0 • • • • O 0 RECESSED WINDOW SILL. AT STONE VENEER SCALE : 3" = I'-O" 125 RECESSED WINDOW TR I M AT EXTERIOR PLASTER SCALE : 1/2" = I'-O" 20 RECESSED WINDOW TRIM AT EXTERIOR PLASTER SCALE : 1/2" = 1'-0" 15 WINDOW TRIM AT EXTERIOR PLASTER SCALE : 1/2" = I'-O" 10 TRANSOM AT EXTERIOR PLASTER SCALE : 3" = I'-0" 5 * SSE° v Li•r3971 qTF iFO>s (,) A RCO GNESTER Exp. O 01 /31 /23 ` CA\-\O mho ARCHITECTURE • PLANNING • INTERIORS 2031 ORCHARD DRIVE I NEWPORT BEACH, CA 92660 T 949 553.9100 F 949.553.0548 CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 8Y _ C DELTA 1 Date: 12-22-2021 REVISIONS A A A A A A A A A A A DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA GENERAL FOR FURTHER JOB NUMBER: COPYRIGHT BASSENIAN DETAILS NOTE: NOTES D•2 LAGONI REFER INFORMATION 985-21145 CC TO SHEETS 2020 ARCHITECTS ■ ■ N cO PLOT DATE: FILE NAME: 1145D3-0 0 0 0 0 0 0 0 0 0 10 (I) GOAT STUCCO 0/ WIRE MESH 0/ I " FOAM BOARD FRAMING (SEE STRUCTURAL PLANS) NAIL ON FLASHING TRIM - WHERE OCCURS (SEE RECESSED DOOR TRIM DETAIL FOR SIZE AND SHAPE) DOORFRAME SEALANT BY MFR. (2) LAYERS 60 MINUTE GRADE 'DBUILDING PAPER CORROSION RESI STANT J-MOULD NON -HARDENING SEALANT SHIM SPACE PER MFR. REFER TO DETAIL 4/D.3 FOR FLASHING MATERIALS, SEALANT, AND WATER - RES1 STANT PAPER. 0 0 0 0 0 0 0 A i 0 0 0 0 0 0 0 (I) GOAT STUCCO 0/ WIRE MESH 0/ I " FOAM BOARD FRAMING (SEE STRUCTURAL PLANS) APPROVED FLASHING MATERIAL FOAM TRIM - WHERE OCCURS OVER BROWN GOAT (SEE DOOR TRIM DETAIL FOR SIZE AND SHAPE) SLIDING DOOR FRAME SEALANT TYPICAL WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) REFER TO DETAIL I4/D.3 FOR FLASHING MATERIALS, SEALANT, AND WATER - RES1 STANT PAPER. 0 0 0 0 0 0 • 0 MULTI -SL I DE STACK I NC DOOR HEAD AT I -GOAT STUCCO SCALE : 3" = I'-0" 21 SL I D I NC DOOR HEAD AT EXTERIOR PLASTER SCALE : 3" = 1'-0" 16 0 60 MINUTE GRADE 12' SUILDING PAPER 0 0 0 0 0 0 FRAMING (SEE STRUCTURAL PLANS) NAIL ON FLASHING (I) GOAT STUCCO 0 / WIRE MESH 0/ I " FOAM BOARD DOORFRAME SEALANT BY MFR. TRIM - WHERE OCCURS (SEE RECESSED DOOR TRIM DETAIL FOR SIZE AND SHAPE) 08 SHIM PER MFR. 0 NON -HARDENING SEALANT 10 CORROSION RESISTANT -I-MOULD (Dee Toeo® -n emeoemeeseeeeeeeeemeeee • • SEE PLAN REFER TO DETAIL 4/12.3 FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. 0 0 0 0 0 0 0 (I) GOAT STUCCO 0/ WIRE MESH 0/ I " FOAM BOARD FRAMING (SEE STRUCTURAL PLANS) APPROVED FLASHING MATERIAL TRIM - WHERE OCCURS 0/ BROWN GOAT (SEE DOOR TRIM DETAIL FOR SIZE AND SHAPE) SLIDING DOOR FRAME SEALANT TYPICAL WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) REFER TO DETAIL I4/D.3 FOR FLASHING MATERIALS, SEALANT, AND WATER - RES I STANT PAPER. Ya" MAX. IF 0 0 0 0 • 0 MULTI -SL I DE STACK I NC DOOR JAMS AT I -GOAT STUCCO SCALE : 3" = 1'-0" 22 SL I D I NC DOOR JAMS AT EXTERIOR PLASTER SCALE : 3" = I'-0" 17 OTHRESHOLD - PROVIDE BITUMINOUS COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE (OR PRESSURE TREATED SILL LET INTO SLAB) OR OTHER APPROVED MEASURE TO ISOLATE/PROTECT OCONCRETE SLAB 0 NON -HARDENING SEALANT 0 CONCRETE STOOP OS EXPANSION JOINT W/ WEATHER RESISTANT FILLER 0 METAL PAN UNDER DOOR - SLOPE TO EXTERI OR a • z_ 1 3/4" MAX. a ° ° ° 4 Lief d SLOPE TO,, DRAIN 0 VERIFY W/ MFR. THRESHOLD AT MULTI -SLIDE POCKET DR. 1 AT FIRST FLOOR SCALE : 3" = 1'-0" 2 3 0 0 0 0 0 0 0 0 0 (I) GOAT STUGGO 0/ WIRE MESH 0/ I " FOAM BOARD FRAMING (SEE STRUCTURAL PLANS) NAIL ON FLASHING (DBL. FLASH AT WINDOWS GREATER THAN 12" APART) (I) GOAT STUCCO 0 / WIRE MESH 0/ FOAM TRIM 0/ I" FOAM BOARD WHERE OCCURS. (SEE WINDOW TRIM DETAIL FOR SIZE AND SHAPE) WINDOW FRAME (2) LAYERS 60 MINUTE GRADE 'D' BUILDING PAPER CONT. BEAD OF SEALANT TOOLED SMOOTH 0/ WINDOW FLANGE AND FASTENERS. CONT. BEAD OF SEALANT BETWEEN WINDOW FLANGE AND NAIL ON FLASHING. I/4"X I I/2" LUAN BOARD, AS NEEDED, HELD BACK 1/2" FROM TRIMMERS. REFER TO DETAIL 4/D.2 B 4/D.3 FOR FLASHING MATERIALS, SEALANT AND WATER- RESISTANT PAPER. 0 CONT. BEAD OF SEALANT SMOOTH 0/ METAL 4 NAIL ON FLASHING 0 SEALANT BY MFR. 0 STACKING DOOR FRAME OTHRESHOLD - PROVIDE BITUMINOUS COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE (OR PRESSURE TREATED SILL LET INTO SLAB) OR OTHER APPROVED MEASURE TO ISOLATE/PROTECT OCONCRETE SLAB 0 NON -HARDENING SEALANT OCONCRETE STOOP OEXPANSION JOINT W/ WEATHER RESISTANT FILLER cz_ • 4' 0 0 X 1 • 13/4" MAX. THRESHOLD AT SL I D I NC DOOR AT FIRST FLOOR SCALE : 3" = 1'-O" DOOR TRANSOM AT I -GOAT STUCCO SCALE: 3"= I'-0" 24 18 Roue OPEN I NG WATER-RESISTANT PAPER TO BE 60 MINUTE GRADE 'V' PAPER MINIMUM n At) STRIP 0_ N NOTE: AT DOOR WITH EXPOSED WOOD TRIM: SEE HEAD AND JAMB DETAILS FOR LOCATIONS OF SELF-SEALING, SELF ADHERING BITUMINOUS MEMBRANE APPLIED OVER SOLID BACKING AND APPLY BEFORE APPROVED FLASHING MATERIAL WHERE NECESSARY. ATTACH (MIN. 12" WIDE) JAMB STRIPS OF FLASHING MATERIAL WITH INSIDE EDGE OF FLASHING FLUSH WITH EDGE OF ROUGH OPENING. EXTEND JAMB STRIPS 12" ABOVE THE LOWER EDGE OF THE HEADER (TOP OF ROUGH OPENING). APPLY A CONTINUOUS BEAD OF SEALANT TO THE BACK SURFACES OF THE SLIDING DOOR FLANGE, THEN PLACE THE DOOR INTO THE ROUGH OPENING WITH FLANGES OVER THE INSTALLED FLASHING STRIPS. AFTER DOOR IS PLACED, INSTALL (MIN. 12" WIDE) HEAD STRIP OF FLASHING MATERIAL OVER THE DOOR FLANGE. THRESHOLD -PROVIDE BITUMINOUS COATING UNDER THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE, OR OTHER APPROVED MEASURE TO ISOLATE/PROTEGT STARTING AT THE BOTTOM OF THE WALL (SOLE PLATE), LAY WATER-RESISTANT PAPER (A) OVER THE JAMB FLASHING STRIP AND OVER THE JAMB DOOR FLANGE. INSTALL SUCCEED ING COURSES OF WATER-RESISTANT RESISTANT PAPER (B, G, ETC) OVER THE JAMB FLASHING STRIP, SHINGLE -BOARD FASHION, AND LAP OVER THE JAMB DOOR FLANGE. AT DOOR HEAD, PAPER SHOULD RUN CONTINUOUSLY ABOVE DOOR WITH NO SPLIGES. NOTES: G.R.G. R612.1 8 R105.8 GALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO THE WEATHER TO BE MADE WEATHERPROOF. SINGE G.R.G. DOES NOT OUTLINE PROCEDURES FOR DOOR FLASHING, THE TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE APPROVED 12" WIDE SELF-SEALING FLASHING. CAULK BACK OF DOOR FRAMES BEFORE SETTING. USE DOORS THAT ARE WATER TIGHT. 26 GA. G.I. FLASHING REQUIRED A5 SHOWN IN OTHER DOOR DETAILS TO BE INSTALLED BY SHEET METAL CONTRACTOR. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF WALL OPENINGS MUST COVER WIRE BACKING. 19 SL I D I NC DOOR LAS I NC SCALE : 5/8" = 1'-0" LINE OF ADJACENT -J I I WINDOW - WHERE L W 3—J L OCCURS ;� W DOOR FRAME 14 J I J 1Ur 21 24 22 WHERE OCCURS 0.3 0 0 0 0 0 0 0 0 0 10 I I DOORFRAME APPROVED FLASHING MATERIAL WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) (I) GOAT STUCCO 0/ WIRE MESH 0/ I " FOAM BOARD SEALANT TYPICAL FRAMING (SEE STRUCTURAL PLANS) TRIM - WHERE OCCURS 0/ BROWN COAT (SEE WINDOW TRIM DETAIL FOR SIZE AND SHAPE) 26 GA. S.I. FLASHING EXTERIOR PLASTER MOULD (SLOPE TOP) SHIM SPACER PER MFR. DOOR REFER TO DETAIL 4/D.3 FOR FLASHING MATERI ALS, SEALANT, AND WATER - RES1 STANT PAPER. DOOR HEAD 0 0 0 0 0 0 II II II II 1 A 0 AT EXTERIOR PLASTER 0 0 0 0 0 0 0 0 0 10 I I DOORFRAME APPROVED FLASHING MATERIAL WATER RESISTANT PAPER (60 MINUTE, GRADE 'D' MIN.) (I) GOAT STUCCO 0/ WIRE MESH 0/ I " FOAM BOARD SEALANT TYPICAL FRAMING (SEE STRUCTURAL PLANS) TRIM - WHERE OCCURS 0/ BROWN GOAT (SEE WINDOW TRIM DETAIL FOR 51ZE AND SHAPE) DOOR EXTERIOR PLASTER MOULD SHIM SPACER PER MFR. DOOR REFER TO DETAIL 4/D.3 FOR FLASHING MATERI ALS, SEALANT, AND WATER - RES I STANT PAPER. 0 0 Ya" MAX. 7 SCALE : 3" = I'-O" 0 0 0 0 • OS O 10 RECESS! DOOR JAMS AT EXTERIOR PLASTER - AT 2x6 WALL 0 CONCRETE STOOP OWEATHER STRIPPING 0 0 0 THRESHOLD -PROVIDE BITUMINOUS COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE OR OTHER APPROVED MEASURE TO ISOLATE/PROTEGT NON -HARDENING SEALANT CONCRETE SLAB METAL PANS UNDER ALL EXTERIOR DOORS TO SLOPE TO EXTERIOR. REFER TO DETAIL 4/D.3 FOR FLASHING MATERI ALS, SEALANT, AND HATER - RES1 STANT PAPER. SCALE : 3" = I'-0" THRESHOLD AT S #M I NC - I N DOOR AT FIRST FLOOR SCALE : 3" = 1'-0" 8 9 DOORFRAME JAMB STRIP WATER-RESISTANT PAPER TO BE 60 MINUTE GRADE 'D' PAPER MINIMUM H, A • •x •.-J THRESHOLD -PROVIDE BITUMINOUS COATING UNDER THRESHOLD FOR SEPARATION OF ALUMINUM AND CONCRETE, OR OTHER APPROVED MEASURE TO ISOLATE/PROTECT APPLY SEALANT TO FLOOR AND/OR BOTTOM OF SILL PER MANUFACTURER PLACE DOOR UNIT INTO ROUGH OPENING AND TEMPORARILY FASTEN PER MANUFACTURER 3/8 APPLY SEALANT TO EXTERIOR EDGE OF THE DOOR FRAME JAMBS AND HEAD TO RECEIVE FLASHING SET 3/5" IN FROM THE INSIDE EDGES OF JAMBS AND HEAD ATTACH JAMB STRIPS OF FLASHING MATERIAL (SIDES OF OPENING) AT LEAST 12" WIDE WITH THE INSIDE EDGE OF FLASHING POSITIONED 5/8" IN FROM THE INSIDE EDGE OF THE DOOR FRAME. JAMB STRIPS SHOULD EXTEND 12" MIN. ABOVE OPENING ATTACH HEAD STRIP OF FLASHING MATERIAL (TOP OF OPENING) AT LEAST 12" WIDE WITH THE BOTTOM EDGE OF FLASHING POSITIONED 3/8" UP FROM THE BOTTOM EDGE OF THE DOOR HEADER. APPLY A CONTINUOUS BEAD OF SEALANT ON THE EXTERIOR SURFACE OF JAMB AND HEAD FLASHING ON THE DOOR SIDE EDGE OF THE FLASH' NG. ATTACH BRICK MOULD OVER SEALANT AND ALIGNED WITH JAMB AND HEAD STRIPS OF FLASHING SET 5/8" IN FROM EDGES OF DOOR FRAME. AT BRICK MOULD AT DOOR HEAD, APPLY SEALANT TO TOP OF BRICK MOULD AND AT ADJACENT WALL TO RECEIVE 26 GA. FLASHING. G.I. FLASHING TO EXTEND PAST THE BRICK MOULD. (26 GA. G.I. FLASHING NOT REQUIRED WHEN DOOR 15 PROTECTED BY 3'-0" MIN. OVERHANG OR SOFFIT) STARTINS AT THE BOTTOM OF THE WALL(SOLE PLATE), LAY HATER -RESISTANT PAPER (A) OVER THE JAMB FLASHING STRIP AND LAP INTO THE JAMB BRICK MOULD. INSTALL SUCCEED ING COURSES OF WATER-RESISTANT PAPER (B, C, ETC) OVER JAMB FLASHING, SHINGLE -BOARD FASHION, AND LAP INTO THE JAMB BRICK MOULD. AT DOOR HEAD PAPER SHOULD RUN CONTINUOUSLY ABOVE THE DOOR WITH NO SPLIGES AND ALP OVER 26 GA. S.I. FLASHING. (RUN PAPER ONTO TOP OF BRICK MOULD WHEN G.I. FLASHING 15 NOT REQUIRED. NOTES: G.R.G. 612.1 * '105.8 GALLS GALLS FOR FLASHING OF ALL EXTERIOR OPENINGS EXPOSED TO THE HEATHER TO MAKE THEM HEATHER PROOF. SINGE G.R.G. DOES NOT OUTLINE PROCEDURES FOR DOOR FLASHING, TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE APPROVED 12" WIDE SELF-SEALING FLASHING. CAULK BACK OF DOOR FRAMES BEFORE SETTING. USE DOORS THAT ARE HATER TIGHT. 26 GA. G.I. FLASHING REQUIRED AS SHOWN IN OTHER DOOR DETAILS TO BE INSTALLED BY SHEET METAL CONTRACTOR. LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR FELT BENEATH LATH FOR STUCCO SHOULD BE INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE NO ATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD COVER OR PENETRATE FLASHING MATERIAL. PERIPHERAL FLASHING AT ALL EDGES OF HALL OPENINGS MUST COVER WIRE BACKING. DOOR FLAS+- I NC SCALE : 5/8" = I'-0" 4 EXTENT OF TRIM PAINT COLOR (PER COLOR SCHEDULE) TRIM END SURFACES TO REGIEVE SAME GOLOR/FINISH APPLICATION c)I-fEAD TRIM SLOPE TOP TO DRAIN FOAM TRIM (MIN. 21b. PCF) APPLIED OVER BROWN GOAT DOORFRAME HEAD TRI M 25 20 STACK I NC DOOR TR I M AT EXTERIOR PLASTER SCALE : I/2" = 1'-0" 15 SLIDING DOOR TRIM AT EXTERIOR PLASTER SCALE : I/2" = 1'-0" 10 DOOR TRIM AT EXTERIOR PLASTER SCALE : I/2" = 1'-0" * SE) ✓ GNESTER Y Exp. cS) �TF T� L-23 sz-- A Rctii •►3971 01/31/23 O 1 CAL°� ING • I CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 BY _ C DELTA 1 Date: 12-22-2021 REVISIONS DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA GENERAL FOR FURTHER JOB NUMBER: COPYRIGHT BASSENIAN DETAILS NOTE: REFER NOTES INFORMATION 0.3 985-21145 C LAGONI TO SHEETS 2020 ARCHITECTS ■ N a PLOT DATE: FILE NAME: 1145D4-0 EXTENT OF TRIM PAINT COLOR HEAD (PER COLOR SCHEDULE) 0 FRAMING (SEE STRUCTURAL PLANS) At \ CI INSTALL NAIL ON FLASHING IN ORDER AS SHOWN 0 CAULK BEHIND FLANGE NOTE: CAULK BETWEEN FLASHING AND FLANGE ALL FOUR SIDES ON ALL EXTERIOR WALL TRIM END SURFACES TO RECEIVE D4 TRIM 0 APPROVED FLASHING MATERIAL (12" WIDE), ALL FOUR SIDES PENETRATION SAME GOLO/FINISH APPLIGAT ION) EXTEND JAMB FLASHING \ 0 VENT MIN. 1" BEYOND HEAD FLASHING I I 2x6 MI N. O \ r 1 r 5 1 = FOAM TRIM �„ isi I MOON FOR DOBOR TRACK MOUNTING) Pi 1 J APPLIED 0// O4 SEALANT TYPI GAL \ / 1 \ BROWN GOAT /� 1 O WATER-RESISTANT PAPER %\ (60 MINUTE, GRADE 'D' / GARAGE DOOR • O ' E: D TRIM MINIMUM) \ \ / • O2 0 O6 26 GA. G.I. PLASTER • 0 SLOPE TOP TO DRAIN J-MOULD 2 / \ OWEATHER-STRIPPING \ • 0 / \ D.4 Lam- --- \ 7 PLAN 0 0 0 0 L • GOND I T I ON 0 01-FEA1, C ASA DOOR TRIM C . I. 1l �1T/ PANEL. L S�+ I M 21 AT EXTERIOR PLASTER SCALE 3/8" = I'-O" 11 SCALE: 11/2"=1'-0" 1 I OI (I) GOAT STUCCO 0/ WIRE EXTENT OF TRIM PAINT COLOR (PER COLOR OO ROOF GAP W/ M Iffi O MESH 0/ I" FOAM BOARD SCHEDULE) TRIM END BACK -DRAFT DAMPER am I'I HEAD %lir O2 (2) LAYERS OF WATER RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) �1 ; SURFACES TO RECEIVE0 SAME GOLOR/F N SHD•4TRIM APPLICATION O2 ROOF LINE O3 2X6 FRAMING O FRAMING (SEE;Ki FOAM TRIM4 FLEXIBLE CONNECTION STRUCTURAL PLANS)wA ERwi,4444444. PLA iLi � (MIN. 21b. PGF)IOFROM APPLIED OVER / DRYER 1 TRIM - WHERE OCCURS O BROWN GOAT O ROUND VENT THRU ROOF (SEE SOFFIT TRIM DETAIL /rFOR jIrjr 1 O 'I• SIZE AND SHAPE)Ki O6 RECESS DRYER BOX _ OPER 5 26 A. EDGE PLAN O G.I. DRIP 0.4 BY STOGKTON METALS - OI #12 © • TRIM z0 I SDG OR EQUALKi 01-FEAC, SLOPE TOP TO DRAIN O O (I) GOAT STUCCO 0/ OKi FA y i • - W I RE MESH 0/ I" FOAM PA 1 4 O r BOARD O/ EXPANDEDKi METAL LATHO C--- pF1 11/ 111 \ w N IP lwA /II IZ r. PA SEE PLAN Ii1 / O O O O OrA IwA O•• • • • • FIN. PLR. JAMB GONDITION �;111. �••••• • •••• ••••• •J LI JOALL COMPONENTS AND INSTALLATIONS`SHALL COMPLY WITH REQUIREMENTS OF�� G.M.G. 504.3 ' ,�,``` DETAIL* META IL* © REVDATE REVDATE 1..._ FLAT SOFFIT FLAT SOFFIT TRIM C R C DOOR L S I N DRYER VENT THRU ROOD 2 2 2 AT EXTERIOR PLASTER SCALE 3" = I'-O" 17 AT EXTERIOR PLASTER SCALE 3/8" = I'-O" SCALE 3" = I'-O" 7 SCALE: I "= I'-O" �► OI (I) GOAT STUCCO 0/ WIRE EXTENT OF TRIM PAINT J� - OI (U GOAT STUCCO 0/ WIRE•OI 30" SQUARE MIN. COLOR (PER COLOR • MESH 0/ 1" FOAM BOARD O2 OI SCHEDULE) TRIM END MESH 0/ I" FOAM BOARD • ATTIC ACCESS OR - A HAD • PER I.R.C. M13O5.1.3 02 (2) LAYERS OF WATER I 1 SURFACES TO RECEIVE SAME COLOR/FINISH 1 _ TRIM vI� 2 FRAMING (SEE O RESISTANT PAPER (60 - - - I APPLICATION l �_ ,12 STRUCTURAL PLANS) O2 5/8" GDX X 24" MIN. WIDE MINUTE GRADE 'D' MIN.) J 1 1 I IL ] -- - ■r l Ji - lr - �3 APPROVED FLASHING MATERIAL • • \ PLYWOOD PASSAGEWAY - 20'-O" MAX TRAVEL • 3 FRAMING (SEE , '•'•'•'•'•'•' ...... , FOAM TRIM DISTANCE STRUCTURAL PLANS) •"" �t (MIN. 21b. PGF) J� % O4 SEALANT TYPICAL• O L_ APPLIED OVER O( • O3 LIGHTING FIXTURE _J \ �. 4 TRIM - WHERE OCCURS BROWN GOAT ( 5 WATER RESISTANT PAPER 'D' • •� \ CONTROLLED BY SWITCH \ 0/ BROWN GOAT (SEE 3" PER PLAN 3" , / / l (60 MINUTE, GRADE MIN.) LOCATED BY ATTIC AGGESS WINDOW TRIM DETAIL4 20 , O FOAMTRIM-WHERE OGGUR, FOR SIZE AND SHAPE) OI• O4 D,4 ATTACH PER MFR. (SEE \ F.A.U. SHALL BELISTED FOR41110 OIzOHEAD TRIM ) ) - l - GARAGE DOOR TRIM FORINSTALLATION IN ATTICS AND 111 Q 0SIZE AND SHAPE) O• ON COMBUSTIBLE FLOORING - .ri SLOPE TOP TO DRAINADHERED [ CLEARANCES SHALL g O© STONE QO 26 GA. G.I. J-MOLD rr \ SPEC ED N HE LSTBINGSVENEER i1EL EXTERIOR PLASTER 0 05 110 VOLT ELECTRICAL OUTLET w'08 O d,/ . SOFFIT 0/EXPANDED \� 1 J( _ METAL LATH \ O6 5/5" GDX PLYWOOD LEVEL 0 ,( )l WORKING PLATFORM FOR ] SEE PLAN Of ENTIRE LENGTH OF UNIT 0 / / �( IL SIN. FLR. L--- I REFER TO DETAIL 7/D.4 FOR FLASHING MATERIALS, SEALANT, AND WATER - RESISTANT PAPER. O ©O O O DETAIL REVDATE -It SOFFIT JAMS FLAT SO IT TRI 1� S R C DOOR D HORIZONTAL F.A.U. 3 23 AT EXTERIOR PLASTER SCALE 3" = I'-O" 18 AT STONE VENEER SCALE 3/8" = I'-O" 13 AT EXTERIOR PLASTER SCALE 3" = I'-O" 8 ATTIC INSTALLATION SCALE: 1 "=1'-0" OADHERED O At 0 STONE VENEER, (1) GOAT STUCCO 0/ WIRE FINISH GRADE INSTALL PER MFR. O2 (2) LAYERS OF WATER 0MESH • • = 0/ I " FOAM BOARD 02 FRAMING (SEE O (1) GOAT STUCCO 0/ WIRE MESH 0/ 1" FOAM BOARD RESISTANT PAPER (60 MINUTE GRADE 'D' MIN.) = • STRUCTURAL PLANS) O3 26 GA. CORROSION 0 l • • 6 ® O2 O FRAMING (SEE STRUCTURAL PLANS) = • PER PLAN = O3 APPROVED FLASHING MATERIAL O4 RESISTANT J-MOLD 0O O4 PRESSURE TREATED 0 • • SEALANT TYPICAL DOUGLAS FIR SILL PLATE 0 TRIM -WHERE OCCURS (SEE SOFFIT TRIM DETAIL • • / • • O WATER RESISTANT PAPER 0 (2) LAYERS OF WATER • 'D' • O FOR SIZE AND SHAPE) • • (60 MINUTE, GRADE MIN.) tr I RESISTANT PAPER (6O O • * • • • • • • MINUTE GRADE 'D' MIN.) 26 A. G.I. DRIP EDGE • FOAM TRIM -WHERE • • 3 • • • "ROPE" BY STOCKTON METALS - OI • • OCCURS, ATTACH PER CONT. CAULKING a SDG #12 OR EQUAL •0• • MFR. (SEE GARAGE © O ' ° ° ° • • = DOOR DETAIL FOR 0 = I • CONCRETE SLAB, - - OO 6 (1) GOAT STUCCO 0/ WIRE • • SIZE AND SHAPE) • f WHERE OCCURS 1 ° MESH 0/ " FOAM BOARD 1 � O O I z O ` Z z_ ` ° ° ° O6 0/ EXPANDED METAL LATH � • • • 26 A. G.1. ...I -MOLD I WHERE OCCURS - ADHERED STONE VENEER, O i X ° O(1) GOAT STUCCO 0/ WIRE O4 \ INSTALL PER MFR. N MESH 0/ " FOAM BOARD • —/ / ° ° •••••J • �••••••_• • • • • • ••° • • •• •••- •�� •��� • ••••••� ,1A -� ��� �� REFER TO DETA 1 L 7/0.4 - • FOR FLASHING MATERIALS, WEEP SCREED TO BE • SEALANT, AND WATER - RESISTANT PAPER. INSTALLED PER G.R.G. R-103.-1.2.1 WI 11 I I I1 11 _ 1- - - goo © DETAIL* REVDATE I I FLAT SOFFIT 19 � R � DOOR JAM Jul i� SCRD AT CONCRETE SLAB 4 24 AT STONE VENEER SCALE 3" = I'-O" 14 AT EXTERIOR PLASTER SCALE 3" = I'-O" 9 AT EXTERIOR PLASTER SCALE : 3" = 1'-0" 01 ADHERED STONE VENEER, INSTALL PER MFR. O Oj 01 APPROVED DISHWASHER AIR SPECIAL VENT I NC FOR ISLAND I XTUR!S O(2) LAYERS OF WATER GAP TRAPS FOR ISLAND SINKS AND SIMILAR THE RETURN BEND USED UNDER THE DRAIN PA PER APER (6O MINUTE GRADE 'D' MIN.) O DRAIN BOARD 0 EQUIPMENT SHALL BE ROUGHED IN ABOVE BOARD SHALL BE ONE PIECE FITTING, OR THE FLOOR AND MAY BE VENTED BY AN ASSEMBLY AT A 45 DEGREE, A c1O OVERTICAL FIXTURE 0 EXTENDING THE VENT AS HIGH AS DEGREE, A 45 DEGREE ELBOW IN THE OFRAMING (SEE I� • POSSIBLE, BUT NOT LESS THAN DRAIN ORDER NAMED. PIPE SIZING SHALL BE AS STRUCTURAL PLANS) - O VERTICAL FIXTURE BOARD HEIGHT. THE VENT 15 THEN ELSEWHERE REQUIRED IN THE CODE. 1 • RETURNED DOWNWARD AND CONNECTED 0 I" FOAM BOARD 4 O FLOOR 0 VENT THROUGH ROOF OR CONNECT TO OTHER VENTS ---1 _ _ TO THE HORIZONTAL SINK DRAIN SPECIAL VENTING FOR ISLAND FIXTURES 15 IMMEDIATELY DOWNSTREAM FROM THE A METHOD FOR VENTING A FIXTURE IN AN VERTICAL FIXTURE DRAIN. ISOLATED LOCATION WHERE VENT PIPES INSTALLED AS NORMALLY REQUIRED IN THE RETURNED VENT SHALL BE THE CODE WOULD NOT BE PRACTICAL. u CONNECTED TO THE HORIZONTAL DRAIN Q O NEAREST PARTITION II THROUGH A WYE BRANCH FITTING, (SEE B) THE SPECIFIC METHOD FOR DEVELOPING - AND SHALL IN ADDITION BE PROVIDED THIS METHOD WAS CLOSELY DETAILED 1 O• 3 w 7 O8 FOOT VENT WITH MIN. I I - WITH A FOOT VENT TAKEN OFF THE AND EXPLAINED BECAUSE TOO OFTEN I/4" PER FOOT GRADE I •- 0 0 VERTICAL FIXTURE VENT BY MEANS AT A PLUMBERS AND INSPECTORS ALLOW 0- O O HORIZONTAL DRAIN / h WYE BRANCH FITTING IMMEDIATELY BELOW INCOMPLETE ISLAND VENTING TO BE THE FLOOR. TH15 FOOT VENT EXTENDS TO INSTALLED. THE INSTALLATION OF THE THE NEAREST PARTITION AND THE REQUIRED FOOT VENT WITH ITS 0 DISHWASHER II GLEAN -OUT � 10 \� 1 1 O 0 • OS O O • THROUGH THE ROOF TO THE OPEN AIR, OR TERMINATION ABOVE THE ROOF OR MAY BE CONNECTED TO OTHER VENTS AT PROPERLY CONNECTED TO OTHER VENTS A POINT NOT LESS THAN 6 ABOVE THE IS INSEPARABLE TO THE COMPLETED SYSTEM. FLOW LEVEL RIM OF THE FIXTURE ` " `. - SERVED. ................................. I NO FIXTURES UPSTREAM — • • DRAINAGE FITTINGS SHALL BE USED ON ALL PARTS OF THE VENT BELOW THE FLOOR LINE. THIS INCLUDES FITTINGS \ N \ NOTED AS A, B, AND G. THE FOOT VENT DETAIL* REVDATE II A, 5, AND G ARE t A E3 WYE BRANCH F I TT I NOS O • SHALL MAINTAIN A MIN. SLOPE AT INCH PER FOOT BACK TO THE DRAIN. SOFFIT JAMS SPEC I L VENT I N AT I SL AID SINKS 25 AT STONE VENEER SCALE 3" = I'-O" 20 15SCALE: 1/2""=1'-0" 5 • * sV0 G<C- Y Exp. Ts)C' A Rc &ESTE& •►3971 01/31/23 ING • I CITY DATE OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 BY _ C DELTA 1 Date: 12-22-2021 REVISIONS DRAWINGS ISSUED FOR BID PRIOR TO AGENCY APPROVAL MAY INCLUDE REVISIONS DUE TO ENGINEERING AND ARCHITECTURAL BACK CHECK AND / OR AGENCY REVIEW AND APPROVAL DESERT ESTATES CLUB La LOT Quinta, 41 CA GENERAL FOR FURTHER JOB NUMBER: COPYRIGHT BASSENIAN DETAILS NOTE: REFER NOTES INFORMATION D•4 985-21145 C LAGONI TO SHEETS 2020 ARCHITECTS • • GEN ISSUED DATE:05/14/2021 RAL REQUIREM HNTS GENERAL REQUIREMENTS 1. Work performed shall comply with the following: 2. These General Requirements unless otherwise noted on plans or specifications. 3. Building Code - 2019 CBC 4. All applicable local, State and Federal Codes, Ordinances, Laws, regulations and Protective Covenants governing the site of work. 5. Standard Specifications of ASTM as noted herein and as required by the Building Code. 6. All work needs to be performed by qualified and experienced contractors familiar with this type of project. 7. In case of conflict, the more stringent requirement shall govern. 8. On site verification of all dimensions and conditions shall be the responsibility of the contractor and sub -contractors. Noted dimensions take precedence over scale of drawings. 9. Engineer or architect of record is to be notified immediately by the contractor should any question arise or any discrepancy be found pertaining to the working drawings and/or specifications. 10. No deviations from these requirements and structural details shall be made without the written approval of Gouvis Engineering Consulting Group. Approval by the inspector does not constitute authority to deviate from plans or specifications. 11. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the contractor, and has not been considered by the architect or engineer. The contractor is responsible for the stability of the structure prior to the application of all shear walls, roof and floor diaphragms, and finish materials. The contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the architect or structural engineer shall not imply the assumption of any responsibility in this regard. The builder has requested, contracted with and is compensating Gouvis Engineering Consulting Group for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders' consultants drawings, to obtain a building permit for this project. These drawings are not intended to, nor do they detail all conditions, identify all materials, or define or limit the scope of work required to complete the project. The builder has requested, accepted, and represented that the he will select all materials and manufacturers, qualify and select all installers, direct all ways and means of construction, and provide all subcontractors additional information, above and beyond these drawings, required to complete the project in conformance with all governing agencies and the work will meet or exceed accepted industry standards. 12. Special inspection per Building Code Sec.1704 is required & applies to the types of work indicated on sheet SN-1 B/SN-1 C (Note: Special inspectors qualification and responsibilities should comply with Building Code Section 1701 Requirements.) 13. Structural analysis for this project is done per applicable Building Code at the time of design considering standard of care. 14. Upon completion of above by the engineer & prior to start of construction, contractor is responsible to check all dimensions, coordinate with the work of other consultants & other trades to ensure compliance with his/her requirements. 15. Gouvis Engineering shall have no liability for waterproofing or moisture transmission issues, whether related to concrete slabs, footings, foundations, or otherwise. Owner and Contractor shall be entirely responsible for such issues, and will defend and indemnify Gouvis Engineering against all such claims. DESIGN CRITERIA 1. SOILS Foundation engineering has been predicated on data and recommendations contained in the soils report by: Assumed SOILS REPORT NO. N/A, DATE: N/A This report is considered part of the calculations and construction documents and is to be adhered to in all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report and if they are any more restrictive, then they shall supersede the Gouvis Engineering Consulting Group minimums. 2. LATERAL LOADS: Risk Category: Seismic Design Category: Seismic Importance Factor (I) = Site Class = D-default Ss : 1.51 S1 : 0.62 SDS SD1 • I I D 1 1.21 0.7 Wind Speed: 110 mph Wind Exposure: C Analysis Procedure: Equivalent lateral force procedure Structural Observation is required for structures greater than two stories above grade plane and assigned to Seismic Design Category "E". Contractor/Owner must contact Gouvis Engineering to schedule observations as needed basis prior to specific stage of that phase. 3. DESIGN LOADS: Roof Load Dead Load = 23 psf Live Load = 20 psf Total = 43 psf 4. LUMBER GRADES ( U.N.O. ) 6x & 8x posts / beams / headers: DFL #1 4x posts / beams / headers: DFL #2 2x joists / rafters: DFL #2 Studs: D.F.L. Stud Grade (up to 9'-0"), DFL #2 (taller than 9'-0") Top plates & Mud sills: DFL construction grade or better See structural wood note #11 for additional mud sill requirements 5. TYPICAL FLOOR/ROOF DECK/DECK SHEATHING 23/32" APA rated Sturd-I-Floor T&G Exp I with min. span rating of 24" o.c. Refer to NER 108 for installation and conditions of use B.N.:10d common nails at 6" o.c. E.N.:10d common nails at 6" o.c. F.N.:10d common nails at 12" o.c. Use ring or screw shank nails and glue sheathing to framing using adhesives meeting APA specification AFG-01 or ASTM D3498. Apply glue in accordance with manufacturer's recommendations. As an alternate to 10d common nails, the following fastners can be used: Grabber plywood screws (ICC-ER-5280), or Simpson Strong -Tie quick drive screws (ICC-ER-1472), min 2" long @ 6" o.c. B.S., @ 6" o.c. E.S. and 12" o.c. F.S. 6. TYPICAL SLOPED/FLAT NON -ASSEMBLY ROOF SHEATHING 15/32" APA rated sheathing Exp 1 with a min. panel index of 32/16. Refer to NER 108 for installation and conditions of use. B.N. :Roof sheathing ring shank #03 (2 1/2" x 0.131") nail at 6" o.c. E.N. :Roof sheathing ring shank #03 (2 1/2" x 0.131") nail at 6" o.c. F.N. :Roof sheathing ring shank #03 (2 1/2" x 0.131") nail at 12" o.c. *Note: All structural rated panels must be stamped by one of the following approved agencies, APA, PFS/TECO or Pittsburg. SHOP DRAWINGS 1. Sufficient copies of shop drawings for any member or product designed by entity other than Gouvis Engineering Consulting Group shall be submitted to Gouvis Engineering Consulting Group prior to fabrication for review. Contractor shall submit shop drawings of reinforcement for concrete masonry walls, concrete components with compressive strength more than 2500 psi and structural steel to Gouvis Engineering Consulting Group to review and obtain approval prior to fabrication. Shop Drawings shall be original drawings prepared for the project specific information, drawn accurately to scale. Direct copies and modified reproductions of the Contract Documents will not be accepted. Allow sufficient time from the receipt of complete submittal for review and processing by Gouvis Engineering Consulting Group. 2. Review of shop drawings by Gouvis Engineering Consulting Group does not relieve the engineer responsible for the design or the contractor from compliance with Building Code. 3. Gouvis Engineering Consulting Groups review of the shop drawings consists of checking general conformance with structural drawings. Design accuracy of such product, dimensions and quantity of the product is not reviewed by Gouvis Engineering Consulting Group. SHEAR WALL SCHEDULE 2019 CALIFORNIA BUILDING CODE (1), (3) SHEAR PANEL TYPE EDGE SHEATHING NAILING (8) (COMMON) FIELD NAILING (COMMON) (9) ALLOWABLE SHEAR (PLF) SILL PLATE CONNECTION 16d's SINKER 1 /4"f11x6" SDS SCREWS LSL & DF RIM BOARD 1 /4" f71x6" SDS SCREWS LVL RIM BOARD FRAMING CLIPS A35's, LS50's OR LTP5's (5), (6) A 3/8" APA rated 8 d's @ 6" O.C. 8 d's @ 12" O.C. 260 (7) 220 @ 6" O.C. @ 16" O.C. @ 14" O.C. @ 24" O.C. 4\ (4) (2) 3/8" APA rated 8 d's @ 4" O.C. 8 d's @ 12" O.C. 380 (7) 320 @ 4" O.C. @ 12" O.C. @ 10" O.C. @ 16" O.C. (4) (2) 3/8" APA rated 8 d's @3"O.C. 8 d's @ 12" O.C. 490 (7) 410 (10) @3"O.C. (10) @ 8" O.C. (10) @ 7" O.C. (10) @ 12" O.C. 4 (4) (2) 3/8" APA rated 8 d's @ 2" O.C. 8 d's @ 12" O.C. 640 (7) 530 (10) @ 2" O.C. (10) @ 6" O.C. (10) @ 5" O.C. (10) @ 10" O.C. /a\ (4) (2) 15/32" APA rated Structural I 10 d's @ 2" O.C. 10 d's @ 12" O.C. 870 (10) 2 ROWS STAGG. @ 3" 0.C. (10) @ 5" O.C. (10) @ 4" O.C. (10) @ 6" O.C. (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. PERIODIC SPECIAL INSPECTION IS REQUIRED. USE CLIPS @ 6" 0.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.0.). USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLANS. ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" 0.C. MAX. SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. FOR DOUBLE SIDED SHEAR PANELS: a. USE HALF THE SPACING OF SILL PLATE FASTENERS STAGGERED FOR TYPE / 3 \ b. USE ONLY 1/4"0x6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, FOR TYPES ^ & A . c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND SPACING, FOR TYPES , A&n REV. 11/14/2018 STRUCTURAL WOOD NAILING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION ROOF 1. Blocking between ceiling joists, rafters or trusses to top plate or other framing below 3-8d common (2 1/2"x0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails; Each end, toenail Blocking between rafters or truss not at the wall top plate, to rafter or truss 2-8d common (2 1/2" x 0.131") 2-3" x 0.131" nails Each end, toenail 2-16 d common (3 1/2" x 0.162") 3-3" x 0.131" nails Each end Flat blocking to truss and web filler 16d common (3 1/2"x0.162") @6"o.c. 3" x 0.131" nails @ 6" o.c. Face nail 2. Ceiling joists to top plate 3-8d common (2 1/2"x0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails; Each joist, toenail 3. Ceiling joist not attached to parallel rafter, lap over partitions (no thrust) (see Section 2308.7.3.1, Table 2308.7.3.1) 3-16d common (3 1/2"x0.162"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails; Face nail 4. Ceiling joist attached to parallel rafter (heel joint) (see Section 2308.7.3.1, Table 2308.7.3.1) Per Table 2308.7.3.1 Face nail 5. Collar tie to rafter 3-10d common (3" x 0.148"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails; Face nail 6. Rafter or roof truss to top plate (See Section 2308.7.5, Table 2308.7.5) 3-10 common (3" x 0.148"); or 3-16d box (3 1/2" x 0.135"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131 nails; Toenail c 7. Roof rafters to ridge valley or hip rafters; or roof rafter to 2-inch ridge beam 2-16d common (3 1/2"x0.162"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails; End nail 3-10d common (3"x0.148"); or 4-16d box (3 1/2"x0.135"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails; Toenail WALL 8. Stud to stud (not at braced wall panels) 16d common (3 1/2" x 0.162"); 24" o.c. face nail 10d box (3" x 0.128"); or 3" x 0.131" nails; 16" o.c. face nail 9. Stud to stud and abutting studs at intersecting wall corners (at braced wall panels) 16d common (3 1/2"x0.162"); 16" o.c. face nail 16d box (3 1 /2"x0.135"); 12" o.c. face nail 3" x 0.131" nails; 12" o.c. face nail 10. Built-up header (2" to 2" header) 16d common (3 1 /2"x0.162"); 16" o.c. ea. edge, face nail 16d box (3 1/2"x0.135") 12" o.c. ea. edge, face nail 11. Continuous header to stud 4-8d common (2 1/2"x0.131") ; or 4-10d box (3" x 0.128") Toenail 12. Top plate to top plate 10d box (3" x 0.128"); or 3" x 0.131" nails; 12" o.c. face nail 16d common (3 1/2"x0.162") 16" o.c. face nail 13. Top plate to top plate, at end joints 8-16d common (3 1/2"x0.162"); or 12-10d box (3" x 0.128"); or 12-3" x 0.131" nails; Each side of end joint, face nail (min. 24" lap splice length each side of end joint) 14. Bottom plate to joist, rim joist, band joist or blocking (not at braced wall panels) 16d common (3 1/2" x 0.162"); 16" o.c. face nail 16d box (3 1/2" x 0.135"); or 3" x 0.131" nails; 12" o.c. face nail 15. Bottom plate to joist, rim joist, band joist or blocking at braced wall panels 2-16d common (3 1/2" x 0.162"); or 3-16d box (3 1/2" x 0.135"); or 4-3" x 0.131" nails; 16" o.c. face nail 16. Stud to top or bottom plate 4-8d common (2 1/2" x 0.131"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails; Toenail 2-16d common (3 1/2" x 0.162"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails; End nail NAILING SCHEDULE CONTINUATION 17. Top plates, laps at corners and intersections 2-16d common (3 1/2" x 0.162"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails; Face nail 18. 1" brace to each stud and plate 2-8d common (2 1/2" x 0.131"); or 2-10d box (3" x 0.128"); or 2-3" x 0.131" nails; Face nail 19. 1" x 6" sheathing to each bearing 2-8d common (2 1/2" x 0.131"); or 2-10d box (3" x 0.128") Face nail 20. 1" x 8" and wider sheathing to each bearing 3-8d common (2 1/2" x 0.131"); or 3-10d box (3" x 0.128") Face nail FLOOR 21. Joist to sill, top plate, or girder 3-8d common (2 1/2" x 0.131"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails; Toenail 22. Rim joist, band joist, or blocking to top plate, sill or other framing below 8d common (2 1/2" x 0.131"); or 10d box (3" x 0.128"); or 3" x 0.131" nails; 6" o.c., toenail 23. 1 "x6" subfloor or less to each joist 2-8d common (2 1/2" x 0.131"); or 2-10d box (3" x 0.128") Face nail 24. 2" subfloor to joist or girder 2-16d common (3 1/2" x 0.162") Face nail 25. 2" planks (plank & beam -floor & roof) "x 2-16d common (3 1/20.162") Each bearing, face nail 26. Built-up girders and beams, 2" lumber layers 20d common (4" x 0.192") 32" o.c., face nail at top and bottom staggered on opposite sides 10d box (3" x 0.128"); or 3" x 0.131" nails; 24" o.c., face nail at top and bottom staggered on on opposite sides And: 2-20d common (4" x 0.192"); or 3-10d box (3" x 0.128"); or 3-3" x 0.131" nails; Ends and at each splice, face nail 27. Ledger strip supporting joists or rafters 3-16d common (3 1/2" x 0.162"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails; Each joist or rafter, face nail 28. Joist to band joist or rim joist 3-16d common (3 1/2" x 0.162"); or 4-10d box (3" x 0.128"); or 4-3" x 0.131" nails; End nail 29. Bridging or blocking to joist, rafter or truss 2-8d common (2 1/2" x 0.131"); or 2-10d box (3" x 0.128"); or 2-3" x 0.131" nails; Each end, toenail WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATING TO FRAMING AND PARTICLEBOARD WALL SHEATING TO FRAMING Edges (inches) Intermediate supports (inches) 30. 3/8" - 1/2" 6d common or deformed (2"x0.113") (subfloor and wall) 6 12 8d common or deformed (2 1/2"x0.113") (roof) RSRS_01(2 3/8" x 0.113") nail (roof) 6 12 2 3/8"x0.113" nail (subfloor and wall) 6 12 2 3/8" x 0.113" nail (roof) 4 8 31. 19/32"-3/4" 8d common (2 1/2" x 0.131"); or 6d deformed (2" x 0.113") (subfloor & wall) 6 12 2 3/8" x 0.113" nail; 4 8 8d common or deformed (2 1 /2"x0.113") (roof) RSRS_01(2 3/8" x 0.113") nail (roof) 6 12 32. 7/8"- 1 1/4" 10d common (3" x 0.148"); or 8d deformed (2 1/2" x 0.131") 6 12 OTHER EXTERIOR WALL SHEATING 33. 1/2" fiberboard sheathingb 1 1/2" galvanized roofing nail (7/16" head diameter); 3 6 34. 25/32" fiberboard sheathingb 1 3/4" galvanized roofing nail (7/16" diameter head); 3 6 WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 35. 3/4" or less 8d common (2 1/2" x 0.131"); or 6d deformed (2" x 0.113") 6 12 36. 7/8"-1" 8d common (2 1/2" x 0.131"); or 8d deformed (2 1/2" x 0.131") 6 12 37. 1 1/8"-1 1/4" 10d common (3" x 0.148"); or 8d deformed (2 1/2" x 0.131") 6 12 PANEL SIDING TO FRAMING 38. 1/2" or less 6d corrosion -resistant siding (1 7/8" x 0.106"); or 6d corrosion -resistant casing (2" x 0.099") 6 12 39. 5/8" 8d corrosion -resistant siding (2 3/8" x 0.128"); or 8d corrosion -resistant casing (2 1/2" x 0.113") 6 12 INTERIOR PANELING 40. 1/4" 4d casing (1 1/2" x 0.080"); or 4d finish (1 1/2" x 0.072") 6 12 41. 3/8" 6d casing (2" x 0.099"); or 6d finish (Panel supports at 24") 6 12 For SI: 1 inch = 25.4 mm. a. Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b. Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches(20 inches if strength axis in the long direction of the panel, unless otherwise marked). c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. d. RSRS_01 is a Roof Sheathing Ring Shank nail meeting specification in ASTM F-1667 MINIMUM QUALITY 1. All structural wood shall be of Douglas Fir Larch species, (19% maximum moisture content at the time of construction U.N.0.). 2. All machine bolts shall conform to ASTM A307. Holes for bolts should be drilled 1/16" larger than bolt diameter. 3. For non -shear wall applications, round washers shall be used on all bolts and should conform with ANSI/ASME B 18.22.1. Use min. 1 3/8" 0 x 7/64" thick washer for 1/2" 0 bolt, 1 3/4" 0 x 9/64" thick washer for 5/8" 0 bolt and 2 1/2" 0 x 11/64" thick washer for 1" 0 bolt. U.N.O. 4. All nails shall be sinker nails and staggered U.N.O., except as shown in Nailing Schedule. 5. Adhesive used to attach floor sheathing to framing elements shall conform with APA specification AFG-01. 6. Manufactured hardware specified on the drawings are to be Simpson Strong Tie (Unless specifically authorized in writing by Gouvis Engineering Consulting Group). Follow all manufacturer's requirements & recommendations for installation & handling of the product. 7. Do not bend the Simpson PA straps. 8. Fasteners specified on the drawings may be colored using manufacturer's brands that utilize the color coded system. Follow all code and manufacturer's requirements/recommendations for installation & handling of the products. 8d COMMON 0=0.131- L= 2 1/2" 10d COMMON 0=0.148-L=3" 16d COMMON 0= 0.162 - L= 3 1/2" III I I 8d SINKER 0= 0.113 - L= 2 3/8" CI IH I I 10d SINKER 0= 0.12 - L= 2 7/8" *ACTUAL NAIL SIZES COLOR CHART FOR STRUCTURAL NAILS TYPE OF FASTENER SIZE & DIAMETER COLORS 8d Cooler 8d Common 16d Short 10d Common 12d Common (16d Sinker) 16d Common 23/8X.113 21/2X.131 3 1/4 X .131 3 X 0.148 31/4X.148 3 1/2X .162 YELLOW BLUE BLACK PURPLE GREEN ORANGE FRAMING 9. All framing, bracing, nailing, notching, drilling or boring shall be in accordance with Building Code unless more stringent requirements are specified or required by the local Jurisdiction. 10. Fabrication and handling of Glue -lam beams shall be per ANSI/AITC A 190.1 . Standard beams to bear legible APA-ENS or AITC grade stamp. An APA- EWS CRAN AITC Certificate of conformance for glued -laminated members should be submitted to the field inspector prior to installation and Glue -lam members shall be 24F-V4, DF/DF with standard camber on roof beams except cantilever end (U.N.O.). All cantilever ends and floor beams shall have zero camber u.n.o. All beams shall be fabricated using waterproof glue. 11. Fasteners in contact with preservative treated lumber and fire retardant treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. Exception: Plain carbon steel fasteners in sbx/dot and zinc borate preservative -treated wood in an interior, dry environment shall be permitted. 12. Stud walls perpendicular to a concrete or masonry wall shall be bolted to the concrete or masonry wall with 5/8" diameter x 8" A307 bolts at top, mid -height and bottom. 13. Structural information shown on framing plans is for the main structural elements. Non-structural elements shall be constructed per approved code requirements. 14. Conventional light framed construction requirements of chapter 23 should be followed as required. 15. Weight of the roof tile is considered to be 10 psf max. (total roof dead load of 19 psf). If roofing material exceeds this load, the framing contractor should notify Gouvis Engineering Consulting Group in writing prior to construction. 16. Top plates of all wood stud walls to consist of (2) 2x's the same width as the studs U.N.O. Top plates shall lap a minimum of 48" and be spliced with not less than 6-16d nails spaced not more than 12" o.c. 17. All shear panels shall have continuous sheathing material from one end to the other and from plate to plate as specified on the drawings. Contractor shall coordinate framing such that continuity of shear panels is assured. 18. All ledgers shall be spliced with ST22 strap, unless noted otherwise. 19. All shear transfer nailing shall be per drawings, and contractor shall provide proper notification for inspections to review the same. 20. Provide post/multiple studs at lower floor under post/multiple studs above. Each post/stud shall be fastened by Gypsum Wall Board w/ 5d cooler nails @ 7" o.c. U.N.O. on plan. Provide full width and depth compression block between floors at such locations. 21. All joist hangers shall be Simpson U hanger, all beam hangers shall be Simpson HU hangers U.N.O. on plan or detail. Follow manufacturer's recommendations for installation. 22. If a double sill plate is used at light -weight concrete flooring, then the framing contractor shall apply sill plate nailing to both sill plates, at 16" o.c. max. or as specified per schedule. 23. Building Code 2308.5.1 balloon framed walls (non -bearing) stud heights: - 2x4's @ 16" o.c. maximum 14'-0" height - 2x6's @ 16" o.c. maximum 20'-0" height - No multiples of 2x4"s are allowed to span more than 14'-0". Bearing walls exceeding 10'-0" must be designed case by case. 24. Headers: Use 4X4 for openings less than 16" at bearing walls without point loads. For non -bearing walls use 2x4 for openings up to 3'-0" max. Use (2)2x4 for openings up to 6'-0" max. Use 4x6 for openings up to 12'-0" max. U.N.O. (2-2x on edge can be substituted for 4x members). 25. Approved end -jointed lumber may be used interchangeably with solid sawn members of the same species and grade for buildings up to 2-story. When finger jointed lumber is marked "stud use only" or "vert use only" such lumber shall be limited to use for studs only. All finger jointed lumber should bear a certified finger jointed lumber grade stamp. 26. Wood truss manufacturer shall supply to the engineer and the building department calculations and shop drawings for approval of design loads, configuration (2 or 3 point bearing), and shear transfer, prior to fabrication. It shall be the responsibility of the manufacturer to obtain building department approval of calculations and shop drawings prior to fabrication. 27. Trusses shall be designed in accordance with the latest local Building Code for all loads imposed, including lateral loads and mechanical equipment loads. 28. All connections involving trusses shall be ICC approved and of adequate strength to resist stresses due to the loadings involved and shall be designed and specified by the truss manufacturer. 29. Total load and live load vertical deflections for roof member shall be limited to max. L/240, and L/360 U.N.O. Total load and live load vertical deflections for floor member shall be limited to max. L/360, and L/480 U.N.O. 30. Cross bridging and/or bracing shall be provided and detailed by the truss manufacturer as required to adequately brace all trusses. 31. Truss manufacturer to provide details which allow for normal deflection without imposing lateral loads on their supports (i.e., scissors trusses). 32. Truss manufacturer is responsible for: a. providing additional shear and drag trusses as shown on the framing plans. b. reviewing framing plans and structural details prior to fabrication of trusses and specifying hangers. c. meet the profile as indicated in the drawings. d. design trusses for deflection compatibility of the system to avoid hump and/or sag in roof or ceiling. 33. All trusses designed by truss manufacturer shall be designed to sustain all vertical, lateral and other pertinent loads, including bracing of top and bottom chords, in addition to any connections related to trusses. Contractor to coordinate with truss manufacturer. 34. All truss lumber shall be Douglas Fir Larch (U.N.O.). Roof truss lumber shall be either Douglas Fir Larch or Hem -Fir. (U.N.O.) 35. Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto the following information located within two feet of the center of span on the face of the bottom chord: a. Identity of the company manufacturing the truss. b. The design load. c. The spacing of the trusses. CEILING JOISTS 36. With dead load = 6 psf max. & live load = 10 psf max., 2x4 DF#2 ceiling joists @ 16" o.c. with 9'-6" span max. and 2x6 DF#2 ceiling joists @ 16" o.c. with 15'-0" span max. unless noted otherwise on plan. Contact Gouvis Engineering for other conditions. STRUCTURAL STEEL GENERAL 1. All structural steel materials and construction shall conform to the requirements specified in Building Code, Chapter 22 & Reference. MATERIALS 2. Steel shall be primed with a rust resistance primer & should conform to ASTM A36 (fy=36 ksi) as a minimum, unless otherwise noted. All W shapes to be ASTM A992. (fy=50 ksi) 3. Steel pipe shall conform to ASTM A53, Grade B (Fy=35 ksi). 4. Round HSS tubing shall conform to ASTM A500 Grade B ( Fy=42 ksi ) 5. Rectangular and square HSS tubing shall conform, to ASTM A500, Grade B (Fy=46 ksi). 6. All structural welding procedures and materials shall conform to Building Code, Section 2204.1. All welding shall be by the shield metal arc welding process or the submerged arc welding process using E70XX-low hydrogen electrodes, unless otherwise noted. 7. All bolts for connections of steel members shall conform to Building Code, Section 2204.2 & ASTM A325N, unless otherwise noted. Holes for bolts should be drilled or punched & shall be 1/16" larger than bolt diameter. 8. Prefabricated steel moment frames per manufacturer. Steel moment frame manufacturer shall submit shop drawing, design calculations, and approved moment frame test report (ICC, IAMPO, or test per Appendix S of AISC SEISMIC PROVISION) to GOUVIS ENGINEERING for review. WELDS 9. All shop welding and fabrication must be done in a shop approved by a special inspection agency which is approved by the Building Official. All field welding must be performed by a certified welder and a special inspector shall continuously inspect all structural field welding. Both shall be approved by the Building Official. CONCRETE MASONRY GENERAL 1. All concrete masonry materials and construction shall be in accordance with Building Code, Chapter 21. MATERIALS 2. All materials making up finished concrete masonry construction shall conform to standards required by Building Code Sec. 2103. 3. Mortar shall be type M or S as applicable and conforming with ASTM C270 and shall be proportioned per Article 2.1 & 2.6A of Specification for Masonry Structures (TMS 602-16). 4. Grout shall comply with Article 2.2 of TMS 602-16 and shall attain a minimum compression strength at 28 days of 2000 psi or the required compression, fm, whichever is greater. The compressive strength of grout shall be determined in accordance with ASTM C-1019. 5. Concrete masonry units shall conform to ASTM C90 for load bearing concrete masonry units. Concrete brick shall conform to ASTM C55, Specifications for Concrete Building Brick. 6. Grade N concrete bricks are for use as architectural veneer and facing, limited to in exterior walls. 7. Grade S concrete bricks are for general use where moderate strength and resistance to frost action and moisture penetration is required. STRENGTH 8. The specified compressive strength of masonry, fm, shall be 2000 psi, unless noted otherwise. SPECIAL INSPECTION 9. Special inspection for concrete masonry construction shall be carried out in accordance with Building Code Section 1704 and requirements in Special Inspection tables on sheet SN-1. Masonry compressive strength, fm shall be verified by Unit strength method or Prism test method prior to and during construction as described in Building Code, Section 2105. REINFORCED CONCRETE GENERAL 1. All reinforced concrete materials and construction shall conform to Building Code, chapter 19. MATERIALS 2. Cement shall conform to Section 1903 of Building Code and shall correspond to that on which the selection of concrete proportions were based. 3. Concrete aggregates shall conform to Building Code Section 1903. 4. Portland cement shall be Type I or II conforming to ASTM C150. For concrete in contact with soil containing sulfate So4 >_ 0.1% by weight use Type II cement, containing sulfate So4 >_ 0.2% by weight useType V cement. Weight percentage of Soo shall be per soils report. Refer to Section 1904 of the Building Code for special exposure conditions as required by soils engineer & see corrosion engineer's recommendations for concrete exposed to corrosive elements. 5. Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and Grade 60 for sizes #4 and larger. 6. Dowels shall be equal in size and spacing. STRENGTH 7. The (28 days) concrete compressive strength, fc, shall be min 2500 psi U.N.O. 8. The (28 days) concrete compressive strength, fc, for concrete in contact with soil with weight percentage of sulfate (So4) >_ 0.10 shall be 4000 psi, and with weight percentage of sulfate (So4) >_ 0.20 shall be 4500 psi. Special inspection is not required. 9. Special inspection is required for concrete with fc > 2500 psi unless the use of concrete with fc > 2500 psi is solely for item #8 above. 10. All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved by the local building official prior to the pouring of any concrete. 11. Min. concrete cover for reinforcing: a- Concrete, placed against earth not formed - 3" b- Concrete formed or troweled - 2" c- Walls and curbs - 1 1/2" d- Slab on grade - at center SHEET IND I-1:X 9512,11 R 8(d) 90° BEND 8(d) 4(d) OR 2 1/2" MIN. BEND 48(d) * IN CONCRETE LAP SPLICE TIE OR HOOK 48(d) MASONRY (U.N.0.) WIRE TIE END DIMENSION STIRRUP 180° BEND R= 3(d)) FOR #3 THRU #8 R= 4(d) FOR #9 THRU #11 R= 5((d)) FOR #14 THRU #18 * INCREASE LENGTH BY 30% FOR TOP BARS (HORIZONTAL BARS SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW, EXCLUDE WALLS) co CROSSTIE 1- D= 4(d) FOR #3 THRU #5 D= 6(d) FOR #6 THRU #8 cz NOTES: - PUT CROSSTIE W/ EACH STIRRUP ALT. 135° BENDS Op - ALL BENDS SHALL BE MADE COLD ®TYP. REINFORCING DETAILS J DEFERRED APPROVAL: 1. Elements of structure that are marked "by others" shall be excluded from this work permit. 2. General contractor shall first submit separate drawings for the above elements to the FOR for their review and if approved, then submit to the building officials for their review and approval. 3. City approval shall be obtained prior to installation of element subjected to deferred approval. SN-1A SN-1B SN-2 SN-3 S-1.1 S-1.2 SD-1 SD-2 GENERAL NOTES & REQUIREMENTS GENERAL NOTES & REQUIREMENTS AND SPECIAL INSPECTIONS TYPICAL STRUCTURAL DETAILS TYPICAL STRUCTURAL DETAILS FOUNDATION PLAN LOT 41 FRAMING PLAN LOT 41 STRUCTURAL FOUNDATION DETAILS STRUCTURAL DETAILS GOUVIS crnmilting group, inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects CITLaYq;(2ifFitwLAEDQFOURINTA RiversidtoDE CA COMPLIANCE )ATE ABBREVIATION A.B. ANCHOR BOLT BOTT. BOTTOM B.N. BOUNDARY NAILING P.T. POST TENSION E.N. EDGE NAILING F.H. FULL HEIGHT F.N. FIELD NAILING FTG. FOOTING TYP. TYPICAL SIMP. SIMPSON SIM. SIMILAR M FR. MANUFACTURER TR TRIMMER H.T. HEIGHT O.C. ON CENTER M.B. MACHINE BOLT MIN. MINIMUM REINF. REINFORCEMENT MAX. MAXIMUM (E) EXISTING FL BM FLUSH BEAM HD HOLDOWN DR BM DROP BEAM P.T.D.F PRESSURE TREATED DOUGLAS FIR HDR HEADER EXT. EXTERIOR G.T. GIRDER TRUSS I NT. INTERIOR BLK'G BLOCKING U.N.O. UNLESS NOTED OTHERWISE W/ WITH VERT. VERTICAL CONT. CONTINUOUS HORZ. HORIZONTAL CANT. CANTILEVER BTWN. BETWEEN SHT'G SHEATHING REQ'D REQUIRED ALT. ALTERNATE COND. CONDITION DBL. DOUBLE DIA. DIAMETER EA. EACH STD. STANDARD S.W. SHEAR WALL SEC. SECTION CONC. CONCRETE C'SINK COUNTER SINK ABV. ABOVE T&G TONGUE AND GROOVE NO. DATE DESCRIPTION SHEET NAME: GENERAL NOTES & REQUIREMENTS PROJECT NUMBER: 65758 ENGINEER: GE DRAFTER: GE SHEET NUMBER: SN-1A ISSUED DATE:05/14/2021 SPECIAL INSPECTIONS GENERAL REQUIREMENTS SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REQUIRED FOR CONCRETE SPECIAL INSPECTION: MISCELLANEOUS FOUNDATION CONSTRUCTION AND SPECIFIED IN THE FOLLOWING TABLE EXCEPTION: CONCRETE FOOTINGS SUPPORTING WALLS OF LIGHT -FRAME WOOD BUILDING OF 3-STORIES OR LESS AND THE STRUCTURAL DESIGN OF FOOTINGS IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH fc NO GREATER THAN 2500 psi. SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION 1. In addition to the regular inspection the following items will also require special inspection in accordance with Sec.1704, unless exempted by the exceptions of Sec.1704.2, of the Building Code 2. Soils compliance prior to the foundation inspection, post -tensioned foundation, high strength steel and concrete. 3. All inspections and tests shall be performed by a qualified testing agency retained by the owner. 4. The special inspector shall bequalified and approved bythe buildingdepartment and acceptable to the architect. p p pp p p 1. Grout under base plates shall be non -shrink type and shall have compressive strength equal to or greater than the concrete or masonry supporting it. 2. All grade beams shall be poured monolithically for their entire length. 3. All reinforcing to be accurately and securely located prior to pouring concrete or grouting masonry. 4. All horizontal reinforcement to have matching dowels at corners of walls. All vertical reinforcement to have matching dowels to footing, unless otherwise noted. 1. All continuous footings to have 5/8"dia. x min. 12" anchor bolts, min. 7" embedment into concrete footing at 72" o.c. unless noted otherwise on plans. One anchor bolt should be located max. 12" away and min. 4 1/2" from the end of the sill plates. min. (2) A.Bs. per sill plate/shear panel. Sill plate under shear walls of up to 4'-0" in length must be continuous. See note 2 for sill plate fasteners at interior non -shear walls. la. Anchor bolts at shear walls shall be installed with plate washers of min. 3" sq. x 0.229" thick between sill plate and nut. Edge(s) of plate washers shall be 1/2" max. from inside face of shear panel(s) per conditions shown below. TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION Reference Standard CBC/IBC Reference 5. The special inspector shall observe work assigned for conformance to the approved design drawings and p p g pp g g specifications. 6. The special inspector shall furnish an inspection report to the building department, engineer and architect of record. 5. SHEET ROCK ON FRAMING Stacked sheet rock loading shall be limited to the following quantities in any one room: 5/8" : 16 individual 4x10 sheets (8 pairs of sheets) 1/2" : 20 individual 4x10 sheets (10 pairs of sheets) 1 b. The hole in theplate washer ispermitted to be diagonally slotted with a width of upto 3/16 inch larger than the g y g bolt diameter and a slot length not to exeed 1 3/4 inches, provided a standard cut washer ( 5/8" Nominal size : 11/16" ID,1 3/4" OD , 9/64" thick) is placed between the plate washer and the nut. 1. Inspect reinforcement, including prestressing ACI 318 Copies of the report shall be available at the job site at all times. The shoring of the floor supporting stacked sheet rock is required if the number of sheet rock exceeds the SHEAR PANEL tendons, and verify placement ✓ Ch. 20,25.2,25.3, 26.6.1-26.6.3 1908.4 7. Final reports for all inspections and testing must be provided by the special inspector. Final reports shall document completion of all inspections and correction of all noted discrepencies. quantities listed above. 6. Automatic sprinkler system specification & details by others WHERE OCCURS 1/2" 1/2" 1/2" 2. Reinforcing bar welding: 8. The duties of the special inspector shall be in conformance with the requirements of section 1704 of the latest edition of MA AX. AX. a. Verify weldability of reinforcing bars other than the CBC. 7. The contractor is responsible for taking measures to mitigate the effects of building shrinkage in structures ADJUST R WASHER SIZES TO 11 R WASHER SIZES PE I r ASTM A 706; ✓ consisting of 3 or more stories of wood framed construction. As an alternate, use MC-15 studs for top plates, sole MEET NOTE 1a NOTE 1a AWS D1.4 9. Contractor shall be responsible for all expenses due to any premature notification of inspection which results in plates and conventional joists (No I -Joist): REQUIREMENTS b. Inspect single -pass fillet welds, maximum 5/16"; and ✓ ACI 318: 26.6.4 additional site visits. The lower 3 levels of 5 story bldgs. The lower 2 levels of 4 story bldgs. c. Inspect all other welds ✓ 10. Failure of notification by the contractor for inspection on a timely basis may result in complete removal and replacement of all work performed at contractors expense. The lower first level of 3 story bldgs. EQ. EQ. 2" 8. Structural information as Beams, Columns, Posts, Guiderails, Hoist Beams, Foundation Pits, etc. 2x4 SHEAR WALLS AND SINGLE SIDED SHEAR WALLS OF 2x6 3. Inspect anchors post installed in concrete. VACI 318: 17.8.2 11. Site visits by the structural engineer do not constitute an inspection. shown on structural drawings related to roof/floor system of elevator's hoistways and machine rooms are ALL DOUBLE SIDED SHEAR WALLS AND THICKER WALLS 4. Inspect anchors post -installed in hardened concrete 12. For special inspection of wood diaphragm and shear walls, contact Gouvis Engineering for schedule. preliminary and may be changed or items added once we are provided with elevator submittals. SW -AB members. Special inspection is required for the following items: SW ANCHOR BOLTS AND PLATE WASHER ARRANGEMENT a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads. V ACI 318: 17.8.2.4 SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT & LOAD BEARING REQUIREMENTS SHALL BE PERFORMED PER THE FOLLOWING TABLE. 2. For interior non -shear walls use Simpson PDPAWL-MG series 0.1570 pins with a penetration of 1 1/4" into slab at 16" 0.C. to be installed in accordance with ICC ESR-2138. Actual slab thickness to be 4". All interior to have A.Bs. foundation b. Mechanical anchors and adhesive anchors not ✓ Exception: Special inspection for existing site soil condtions per table below is not required if allowable soil bearing minimum shear walls per plan. 3. All holdowns and anchors to be installed according to most current Simpson Strong Tie specifications and defined in 4.a. ACI 318: 17.8.2 pressure used for design is _ 1500 psf, soils report is not required by building offical, and there is no post requirements of ICC-ER reports & shall be tied in place prior to foundation inspection. Dimensions are not furnished to r 5. Verify use of required design mix. ✓ ACI 318: Ch 19, 26.4.3, 26.4.4 1904.1,1904.2, 1908.2,1908.3 controlled fill placement on existing building site Simpson holdowns. It is the responsibility of the contractor's superintendent, the framing contractor and the concrete contractor to locate these anchors in the exact location. Refer to details for proper installation. 6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the V ASTMC172 ASTM C 31 ACI 318:26.5, 26.12 1908.10 SPECIAL INSPECTION TABLE FOR EXISTING SITE SOIL CONDITIONS 4. Min. concrete width to be 8" for receiving PA, HPA & STHD's. Verify locations of holdowns and anchor bolts with rough framing to assure accurate installation. temperature of the concrete. Continuous Periodic 5. Provide #3 X 24" dowel at 24" o.c. and 12" from the corner at all concrete stoops and porches. 7. Inspect for 1908.6, TYPE Special Inspection p p Special Inspection p p 6. Provide min. (1) #4 reinforcing for electrical ground, location to be verified with the electrical contractor. concrete and shotcrete placement proper application techniques. ✓ ACI 318: 26.5 1908.7, 1908.8 1. Verify materials below footings are adequate to achieve the design bearing 7. Verify min. foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report 8. Verify maintenance of specified curing temperature ACI 318: capacity per soils report. ✓ and if more stringent, they shall supersede the above minimum requirements. See note #7 under reinforced concrete for and techniques. ✓ 26.5.3-26.5.5 1908 9 2. Verify excavations are extended to proper concrete strength. 8. Admixtures in concrete mix. containing calcium chlorides shall not be used. 9. Inspect prestressed concrete for: depth & have reached proper material per soils report. ✓ 9. Footings shall be examined and certified in writing by the project soil/geology engineer prior to inspection and placement of concrete. a. Application of prestressing forces; and ✓ ACI 318: 26.10 3. Perform classification & testing of 10. Concrete shall be to the strength and slump as specified structural design, and consist of Portland cement ASTM b. Grouting of bonded prestressing tendons. V compacted fill materials per soils report. ✓ per C-150 Type V per soils engineer's recommendations and Building Code section 1904.1 (ACI 318 section 19.3.2.1) when exposed to sulfate containing solutions. Aggregates shall be per ASTM C-33. Water to be clean and potable. 10. Inspect erection of precast concrete members. ✓ ACI 318:26.9 4. Verify use of proper materials, densities & 11. Placement shall be in one continuous operation unless otherwise specified. Slab surface shall be cured with 'Hunts' 11. Verify in -situ concrete strength, prior to stressing of tendons in post -tensioned concrete and prior to removal of shores and forms from beams and structural slabs. ✓ ACI 318: 26.11.2 lift thicknesses during placement & compaction of compacted fill per soils report. Exception: ✓ compound or equal or cured with other methods in accordance with good construction practice at contractor's option. 12. Contractor shall dampen slab underlayment of sand/membrane just prior to concrete placement to assist uniform concrete curing. Slabs must not be poured during or immediately after rainstorms. The specified sand over visqueen I Special inspection is not required during should not be saturated at the time of the concrete Any free water trapped in the sand layer must be removed 12. Inspect formwork for shape, location and dimensions of the concrete member being formed. ✓ ACI 318: 26.11.1.2(b) placement of controlled fill having a total depth of 12 inches or less. pour. prior to the concrete pour. 13. The bottoms of footing excavations shall be level, clean and free of loose material or water when concrete is placed. Over excavation shall be filled with concrete or properly compacted fill that has been tested and approved by the soils engineer. Backfill shall not be until supporting foundations, walls and slab have attained sufficient strength to 5. Prior to placement of compacted fill, inspect subgrade & verify that site has been prepared properly per soils report. ✓ placed support lateral soil pressure. 14. Concrete placement shall be monolithic in one continuous operation uniformly placed and must be vibrated and well consolidated unless shown otherwise on plans. Dual pour is defined by ACI as to when 1st. & 2nd. pour can not be vibrated together. SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR THE CONSTRUCTION OF HORIZONTAL WOOD DIAPHRAGMS, WOOD SHEAR WALLS & MANUFACTURED SHEAR WALLS ARE REQUIRED & SPECIFIED IN THE FOLLOWING TABLE: SPECIAL INSPECTION TABLE FOR WOOD DIAPHRAGM & SHEAR WALLS 15. Floor slab shall be poured level to 1/8" in 10'. 16. Requirements for pre -saturation of subgrade soils and daylight setback of exterior footings from any descending slope shall comply with soil report recommendations. 17. Finish grade around the perimeter of slab shall be constructed such that rain and irrigation water is drained away from the slab. 18. All site and pad preparation, such as but not limited to shading, compacting of the fill, pre -saturation, and concrete INSPECTION NOT FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA slab base preparation, shall be performed in accordance with the soil engineer's recommendation and soils report. TASK APPLICABLE Continuous Periodically CBC/IBC SECTION 19. Foundation framing and other drawings prepared by Gouvis Engineering Consulting Group reflect the structural requirements. Refer to architectural, civil & other plans for dimensions, depressions, slopes, shelves, patios, stoops Horizontal wood diaphragms with edge nail spacing equal to or closer than 4" o.c. Sheathing types, grade thickness, span rating, and nail types, nail sizes & spacing. ✓ Sec. 1705.12.2 and porches not shown or different from these plans/documents drawings. Accuracy of the dimensions and final fit of the building shall be reviewed by the architect and the contractor prior to construction. 20. Waiting period for concrete slabs -on -grade prior to start of construction is as follows: a. Do not walk on slab until 24 hours after concrete has been poured. b. Begin wall framing 4-5 days after concrete poured. Wood shear walls with edge nail spacing equal to or closer than 4" o.c. Sheathing types, grade thickness, wall nail types, nailing sizes and spacing. ✓ c. Begin roof/floor framing 7-10 days after concrete poured. d. Do not load roof prior to 14 days after concrete poured. 21. No pipes or conduits shall extend under isolated column footing or under continuous wall footings unless specifically detailed or approved by the architect, structural engineer and the building official. Sill nail types, size and spacing. ✓ 22. The contractor shall arrange for observation of the work by the soils engineer. The following are requirements of the soils engineer: Anchor bolt sizes & spacing. ✓ a. All footing excavations shall be inspected and certified in compliance with the soils report by the soil engineer prior to placing of concrete or steel. Holdown types & their connections to shear walls & foundation/framing ✓ Sec. 1705.12.2 b. Soil conditions, including compacting and moisture content, shall be inspected and certified to be in compliance with the soil report by the soils engineer prior to placing of concrete or steel. c. A certificate of compliance shall be submitted to the building official prior to his foundation inspection and to the architect and structural engineer. Wall end post sizes. V 23. Prior to the contractor requesting a Building Department foundation inspection, the soil engineer shall advise the building official in writing that: Shear transfer connector types & spacing. Drag strut connections to shear walls. ✓ a. The building pad was prepared in accordance with the soil report. b. The utility trenches have been properly backfilled and compacted c. The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report. Manufactured shear walls, Hardy panels, Simpson steel & Wood Strong walls. Panel types, nailing, bolting, Anchoring, wall top plate screw types, sizes &spacing, holddown & drag strut connections to walls/panels. ✓ Sec. 1704 Sec. 1705.12.2 Sec. 1705.12.3 G GOUVIS cvnrsuttinggroup. inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects CITY' OF LA QUINTA kgfiVickl:DIVISION La c gi) IED FOR RiversidtODE CA COMPLIANCE 02/11/2022 . 1 •� ATE NO. DATE DESCRIPTION SHEET NAME: GENERAL NOTES & REQUIREMENTS AND SPECIAL INSPECTIONS PROJECT NUMBER: 65758 ENGINEER: GE DRAFTER: GE SHEET NUMBER: SN-IB ISSUED DATE:05/14/2021 12" MAX. O 1 3 1. ROOF SHEATHING O 0 NAIL STAGGERED ON OPPOSITE SIDES OF GAP NO OVER CUT NO MORE THAN ONE HOLE IS // ROOF ALLOWED IN EA. HORIZONTAL 5 ROOF SHEATHING (1) A35 @ BRACE 1X4 CANT. LATERAL BRACE FOR 2X STUD TRUSS LINE. STAGGER HOLES IF SUCH 2. 3/8" MAX. NAIL EXPOSURE @ TO TRUSS @ 48" O.C. a ° PER PLAN. %��j/ 12" MAX. GAP. © O 1. CHIMNEY STACK ON ROOF. �, TRUSS B CONDITION OCCURS. MAX /,�� �' O O (3) 16d's i ) OF (2) 4 1/2"x4 1/2" CUTS �/' 5., 3. INCREASE NAILING TO RSRS NAILS 2. PROVIDE SOLID VERTICAL E.N. �� i ° ° _- '�<'_ = _, MEMBERS ` ARE ALLOWED IN A4'-0" �� ,�'%'�/ VI° 3 O.C. ON NON -BEVELED @EMBER. \ BLOCKS UNDER CORNERS OF CHIMNEY BETWEEN TRUSS �i _ ��� WIDE PANEL. NO CUTS OR '� ° ' CHORDS TO RECEIVE STRAPS i '� RADIUS ON �`,1, \I `■■■ `� © @ CONDITION W/ ROOF TRUSSES ��� 3/8" � 4 1/2" CORNERS �� HOLES IN SHEATHING 4. 2X BLK'G., LEDGER, R/R. OR TRUSS TOP CHORD UNDER �• © DIRECTLY UNDER STACK. III I� 1 I (MIN.) 1/8„ 2X WALL FLAT BLKG. PLYWD. @SHEAR SPLICE W/ MAX.REQUIRED TYP. ' lit "1 I`� WITHIN 16" OF CORNERS. FOR OPEN'G LARGER THAN ROOF SHEATHING WHEN NOT t 3. SIMPSON CS16 STRAP W/ 16' ■ GAP \\ / `� �` \1 �,`` 4 1/2"x4 1/2" SEE DETAIL 8/SN3 BEVELED ON TOP AS REQ'D. ' �I I 1a/:: �� i 0== 1/4t E.N./ \ 1I , 1, MIN. LAP ON CORNER STUDS ■M►:�0 / (MIN.) &CONTINUOUS JUST ABOVEDEBI •��' \ D0087 4 O A35 CLIP @BOTTOM TRUSS. MAX. 8'-0" s / �� ,� ‘\*Th'leTYP. 1x4 LATERAL BRACING �� 4. SIMPSON LTP4 EA. SIDE TOL2X PRESSURE BLKG. @EVERY OTHERo •,\ iMIN. TYPICAL BOUNDARY 3/8" TO EDGEOF NAILING POSTG @48"O.C.ORASp SPECIFIED BY TRUSS SHEAR TRANSFER 13 BOTTOM CHORD OF TRUSS. STUD & 3/8 TO EDGE OF `�� DESIGNER. TRUSS W/(6) & 16d's END 16d's TO GIRDER NAIL TO EACH TRUSS TRUSS. v PLYWOOD 1111 5. SLOT CUT ROOF SHEATHING AT STRAPS./ (3) 2X FLOATER 1x4 X BRACING W/(3)16d's TO EA. MEMBER. 5O 0 2X SHAPED BLKG. (SEE 13/SN-201. \ ` �_ 1 PANEL JOINT. 6. CS16 EA. CORNER W/ MIN. 16" FOR ALT.)W/ 16d'S 6" O.C. @ i \ x 1/8" GAP © 1/8" GAP 1 �;® ,�•,�. 2. ROOF OR FLOOR SHEATHING. I LAP ON CORNER STUD AND @ SHEAR TRUSS. i 3. 2X4 W/ NAILS TO BE �, , CRIPPLE al MATCHED W/ EDGE NAILING. �'®� ®a FILLER BLOCK BELOW @ NOTE: A35@ 24" O.C., CAN BE WALL \ 3 16d NAILS. ( ) ° CONDITION WHERE TRUSSES 1/ 11 4. ROOF OR FLOOR FRAMING USED TO CONNECT BLKG. STUD \ 3 ARE OFFSET FROM STACK / , MEMBER. CORNERS. TO TRUSS IN LIEU OF NAILING. @24"O.C. // SIMPSON A35'S, LS50's OFFSET EDGE ALT. CONDITION 5. 2X4 BLKG 6' 0" LONG MAX W/ COMMON NAILS @ EA. END.7. 6. PANEL EDGE WHERE 2X FLAT BLKG. IS NEEDED @BLOCKEDALL (2) 16d IIIII ADD SHEAR PANEL BLK'S W/ 1/2" SHT'G & 10d's @ 4" O.C. AROUND. BLKG. 2X, ( MIN. 12" LONG WITH FLOOR I -JOIST ) @ MAX. 48" O.C. E.N. SECURE W/ (2) MAX. / i ,'SOLE PLATE NAILING OR LTP5's 48" @0 O.C. MAX. U.N.O. PLANS. SUPPORT DIAPHRAGM.16d'S I E/S. \ / PER PLAN SOALE PLATE NAILING SHEAR 7. DIAPHRAGMBOUNDARY& �1 g (2) A35's EA. SIDE OF PANEL @16"O.C.@NON B.N. PER PLAN. ■ BLK'S TO TRUSS. (PROVIDE PROVIDE SOLID BLOCKING ORr `a _� @ 00 0 0 0 8. DISCONTINUOUS PANEL EDGE, �����®�®®� 2 SHEAR WALPLAN EDGE NAILING PER PLAN. BLK'G @ WEB IF NECESSARY). CONT. RIM JOIST AT ALL 11 2 9. CONT. PANEL EDGE W/ BLKG. 0 0 9. ADD VERT. 2x FILLER BLOCK BEARING POINTS. SN2 SN2 RIM JOIST PER PLAN. ° (IF BLOCKED DIAPHRAGM), W/ E.N. TO RECEIVE STRAPS. - - ° EDGE NAILING PER PLAN. O 10. 24" MIN. UNLESS FULLY NOTE: f TOP PLATE 1,1 all EDGES. - FULLY NAIL CS16's W/10d's SINKER NAILS. IFAit _,/BLOCKED TYP. LTP4 EACH @ALL 11. FIELD NAILING PER PLAN. II I �--r :./ SIDE 12. FRAMING MEMBERS. INTERIOR CHIMNEY TIE DOWN 9 ��Mal HEADER PER PLAN, 13. 1/8" GAP U.N.O. '�' / �F� IF NOT CONT. USE OF GRAIN ` R D0300 ° y - - o o o o 14. DIRECTION FACE PERPENDICULAR TO SUPPORT. SOLID RIM JOIST PER PLAN a °- / \ \ / 7 - - SIMPSON ST6236. ° ° 1/4 ; ° 15. BLOCK OUT EDGES OF THE d 1. NOTCH DEPTH & BORED HOLE 2X4 STUDS @ 16" O.C. AT MIN. STAGGERED NAILING 1'3MIN. o OPENING W/ DBL. STRUCT'L. SEE TABLE BELOW. MIN. 3X POST AT 1/2 AT ADJ ING PANEL OIN ° v MEMBERS/BEAM AND INTERIOR BEARING, AND EXTERIOR 3/8" ° °I° ° (U.N.O.) VERT. SPLICES WHERE MIN. EDGES @ 3X POST. ° PROVIDE B.N. @ALL EDGES. 0 2. STUD SHEAR WALLS. (MAX. HEIGHT=10') U.N.O. MIN. SEE DET. 2/SN3 FOR ALT. ° ° PROVIDE SINGLE BLOCKING / STAGGERED E.N.AS ° co co O �� MIN. 2X4 STUDS @ 24" O.C. AT 2X TRIMMER W/ KING REQUIRED. NOTE: ° ° 16"MIN. ° W/ E.N. WHEN OPENING < 24"x24", AND STRAPS PER NOTE 18 D' z O 3. SILL PLATE INTERIOR NON BEARING AND STUD ATTACHED W/ 16d's ° WHEN PLYWD SHT'G. ° ° ° ° ° DO NOT APPLY. w z Q © 4. HOLE EDGE DISTANCE 5/8" MIN. NON SHEAR (MAX.( WALLS.S @ 6" O.C. USE DBL. NAILED TO TRIMMER, ° ° ° ° a ° o ° ° ° 16. TYP. APPROVED HANGERS USE ° (3) 16d TOE NAILS IF LENGTH OF TAIL JOIST < 6'-0". 0 II 0 r d MIN. v O HEIGHT=14'). �, TRIMMER GREATER IF THAN OPENING 8' IS 0" X ° ° 2" ATTACH W/ 16d's TO KING SPACED STUD TO 17. TAIL JOIST/TRUSS PER PLAN. / n MATCH SHEAR WALL E.N. ° ° ° 18. TYP. 2-BAYS OF BLKG. USE O NOTE: 111_ ° SHEAR WALL NAILING ° ° o ° ° ° a ° ° ° ° ° CS16 OVER BLKG AND NAIL @ 2 1/16" O.C. U.N.O. ON FRAMING PLAN. BORED HOLES NOT PERMITTED IN MORE THAN TWO CONSECUTIVE, I ® / \ 1/8' J' HEADS FLUSH PANEL. SHOULD WITH BE SHEAR ° ° NOTES: DOUBLE STUDS 2X FLOATER i TRIMMER OR POST PER ° ° ° ° WHERE OCCURS ° -STAGGERED JOINTS AS SHOWN PLAN ATTACH TO K. STUD ° SHALL BE DRIVEN TIGHT BUT BORED HOLES0 i ° -NAILS SHALL NOT FRACTURE SURFACE OF ® STUD SIZE EXT. & BRN'G. NON BRN'G. MUD SILL W/ ANCHOR BOLTS STUD WALL / x ° W/ 16d's @ 6" 0.C. AT SHEAR WALLS AND 16" SHEATHING. NOTCH DEPTH WALLS WALLS SEE FOUNDATION PLAN FOR @ SEE GENERAL NOTES FOR PLYWOOD STUD SIZE EXT. & BRN'G. NON-BRN'G. SIZE & SPACING. DOUBLE SILL IF \ O.C. AT NON SHEAR WALLS. TYPE, THICKNESS, SPACING, & NAIL SIZE. 2x4 1 3/8" 2 1/8" / � ti -- -r- -PROVIDE MIN. 3/8" EDGE DISTANCE @ WALLS WALLS 2x6 2 3/16" 3 5/16" CODE APPROVED "SHOT PINS", OPENING=8' 0" OR TRIMMER & KING STUD �I� ter- FRAMING MEMBER & 5/16" TO EDGE OF 2x4 7/8" 1 7/16" 2-2x4 2 1/8" 2 1/8" SEE FOUNDATION PLAN NOTES. GREATER PER PLAN. �� - rL 18 ti �� PLYWOOD DIAPHRAGM. 2x6 1 3/8" 2 3/16" 2-2x6 3 5/16" 3 5/16" HD TYPE HOLDOWN ° i -ALL DIAPHRAGM BOUNDARIES SHOULD WHERE OCCURS ®° / 2X FLOATER. 12 'DC BE FULLY SUPPORTED BY FRAMING °/ OPENING IN MEMBERS W/ BOUNDARY NAILING D0007N1 3/8" 1/2" INSTALL POST ANCHOR PER - E I v DIAPHRAGM -T&G EDGE TO BE LOCATED OVER "r PLAN ON OUTSIDE FACE OF / 48" MA7t a (TYP.)�� (TYP.) 16 CONTINUOUS PANEL JOINT. NOTCHING/BORING LIMITS 10 �� ►� SHEAR PANEL U.N.O. -MAX. UNSUPPORTED SHEATHING TO BE ®STUD a ° AVOID SHEAR WALL E.N. -1,X. 17 24". PROVIDE ADEQUATE FRAMING ° ii 15 !J- �� MEMBERS TO LIMIT SPAN. 1 O 2 O 1. NOTCH IN PLATE a< a a z UNDER STEEL STRAP. ° ° a P.T.D.F. SILL PLATE 2. 1 3/4" MAX. IF BORED HOLE ° SILL PLATE EDGE ° FOR MISPLACED NAILING, SHEATHING LAYOUT 16 1/2"MIN. g 3" MAX. EXCEED 1 3/4" IN 2x4 TOP TOP PLATE, STRAP EA. SIDE OF ° SEE DETAIL 3/SN3 FOR FIX SIMP. HDC WHEN D0005-1 01 1 22 PLYWOOD EDGE �, OPENING @ EITHER SIDE PLATE ITEM #3 BELOW. - EXCEEDS 5'-0" PLATE OR 2 3/4" IN 2x6 D001 3 STAGGERED @ 3X ONLY 1/2 DEPTH -ifil ':, / - 3. SIMPSON RPS METAL STRAP, TYPICAL @EACH PLATE CUT � TYP. FRAMING CROSS SECTION 6 TYPICAL FRAMING ELEVATION W/ (6) 16d's @ EACH SIDE. �RJ D001 4 1 71 1 30 ko • o • ••o o • o • o •� U.N.O. ON PLANS PER DETAIL 1. 2X STUDS 6. MIN. 2X6 SOLID BLKG. W/ (2) 16d NAILS o o ���� �� �/� 1. TYPICAL 2X STUDS AT 16" iv \ 4O 9/SD 2. 2. SILL PLATE EA. SIDE UNDER PERPENDICULAR BRG. WALLS. T T- T T T T T T T T T T SEE PLANS FOR PARALLEL BRG. WALLS. �< O.C. U.N.O. W/ (2) 16d END ^ NAILS ♦ FpT 3. S.P.N. PER PLAN O NAILS OR (4) 8d TOE NAILS r° ° J ° ° ° ° ° ° ° ° 2 1/16" ® 4. PIPE WHERE OCCURS. 4. 2X JOISTS OR "I" JOIST AT NON BRG. PERPENDICULAR WALLS, USE 2X4* l` JJ 0 FLAT BLOCKING TO RECEIVE SILL PLATE NAILING. �� �/� EACH END TO TOP & SILL 71 5. 2X4 @ 24" O.C. W/ (1) LTP4 M� PLATES. 2O 1 ��©-0 5. TOP PLATES/SILL PLATES TO EACH FLOOR MEMBERUSE TOTAL OF (3) 16d's TOENAILS EACH END. 2 0 2. CORNER STUDS OR POST PERVc 0 0 FLAT BLOCKING CAN BE IGNORED IF S.P.N.��PLAN. ►, _;%5*(2X4 ting,_3"M,1/4 �'� 6.ANCHOR BOLTS PER PLANS (i ' 22 1/2"_ CS16DRAG STRAP NAILING PATTERN 17 BE INSTALLED TO TOP OF FLOOR JOISTS.)PLAN. SHEAR PANEL PER /D0301 R © R.-1111111� //PLYWOOD 7. LOCATE ANCHOR BOLT 5"CAN NOTES: � i -110425 4• POST AT END OF SHEAR PANEL C.L. 1/2" / MIN. 9" MAX. AWAY FROM NOTCH OR END OF PLATE - FOR PARALLEL CONDITION, PER PLAN. ;; -- ± 3 0 2 gO BLK'G. MAY BE OMITTED IF 5. NAIL CORNER & MULTI 1. HEADER, SEE PLAN. O 0 0 0 0 �• �. O -STUDS ♦ �� .:()I 3O _ NOTES: A SINGLE JOIST IS ALIGNED TOGETHER W/ 16d'S @ 16" O.C. ,r ,� k „ �, " UNDER A WALL WHICH SPANS STAGGERED @SHEAR WALLS 5" 4 1/4" 2 0 2. DBL. TOP PLATE. - IF NOTCH OR HOLE EXCEEDS TYP. MAX. W. 50% OF TOP PLATE WIDTH, UNDER 1/2 THE LENGTH OF THE & 24" O.C. @ NON -SHEAR l ) • OF JOIST: OR A DBL. JOIST IS WALLS. ALT. TO VENT BLOCK 3. CRIPPLE WALL WHERE / STRAP BOTH SIDES PLATES. ALIGNED UNDER A WALL WHICH ��, !. 6. EDGE NAILING 1. TYP. EDGE NAILING. OCCURS. �I ® -- SPANS OVER 1/2 THE LENGTH 0 �i 0 II O 7. 16dSINKERNAILSPACING 2. A35 16"O.C. FOR VENT SPACING OF4. RSRS 03 EDGE NAILS - FOR PIPING THRU TOP & SILL PLATES Ilf OF THE JOISTS. �, O °� PER HIGHER SHEAR WALL @ " 4° 4X TRIMMER U°N.O° OF SHEAR WALLS, CONTACT SIN If r „ , I' BLK'G. MAY BE I/ ���� PANEL EDGE NAILS. 6 0 2 A35 s PER ADJACENT BLKs. , 4 O.C. FOR VENT SPACING OF 6 0 . GOUVIS ENGINEERING. ■. .■ - -JOIST USED il, ,� w �` w AND 12 O.C. FOR VENT SPACIN OF 3" O.C. FOR VENT SPACING OF 4' 0". 5. 2X KING STUD W/ 16d's @ 16" 6O �J O WHEN USE FILLER I JOIST SYSTEM IS USED. AS REQUIRED II/. 1I�11 8. 2x STUD 9. 2x4x6" @ @SHEAR 4' BREAK. 0" O.C. MIN (3) ALONG 4' O" ( A35's PER ADJACENT BLK's.). 5. ADJOINING FULL HT. BLOCKING PER SHEAR O.C. TO TRIMMER. PERPENDICULAR 0 SKIP A35's VENT BLOCKING. TRANSFER DETAILS. FOR PARTITION LENGTH LESS _ -= _= - STUD HEIGHT W/ 3-16d's EACH �� CONDITION 3. SCREEN FOR VENTILATION. 6. (3) BAYS OF FLAT BLKG. CENTERED @ SCREEN. 6. SIMPSON HOEDOWN.0 ® \ THAN 8'-0" NO BLK'G. IS REQUIRED. CONNECTION. - OFFSET JOIST(S) @ PLUMBING ALT. SIMP. - WALL &USE LADDER BLKG. @ 24" O.C. NOTE: TYPICAL VENT BLOCK 1A_ 7. 11 . . ==- 1 O > TRIMMER MER&KNGSTUD°N ®PIPINGTHRUPLATEFRAM'G-NONSW 1 "Z"CLIP. NAILS SPACED @2"O.C.SHOULD `� D0014A-110301 BE STAGGERED MIN. 1/8". ��° �` ��� ___ ___� __ o 8. SHEAR PANEL, SEE PLAN. HOLE SIZE NOTES: O �� © O © © SOLID RIM ((2X, L.V.L. ORFOR TIMBERST�2AND)W/FULL9. UPT03 4 6112 8718 11° OTHER HOLE SIZES &JOIST© VEIN1. 0 ►� � BEARING. ADD BLKG. AS MIN. (3) 16d's TO END OF TJI SIZE TYPE, SEE MANUFACTURER SPEC. ---- \\ HEADER. ® II ®II Ill I ® I u I Q I b I ® I b I -DO NOT CUT HOLES LARGER M� �� // NEEDED. _ - i " -"" -��1�� PLAN VIEW WALL TRANSITION �� / MIN. DIST. FROM EDGE OF HOLE TO EDGE OF SUPPORT THAN 1 1 /2" IN CANTILEVER �� " I lily N 10. WHEN HDU HOEDOWNS PORTION OF THE JOIST.►, 11 �I 1"MIN 1"MIN. ► 2. LOAD BEARING 4X4 (AMIN.V CONNECTED TO THE KING STUD, 11 7/8" 210 1'-0' 1-0 „ 1'-0" 2'-0" 2'-6" 5'-0" 5'-6 6-6' N.A. N.A. - A 1 1/2" HOLE CAN BE CUT 11 1 --111 0 I POST/MULTI-STUDS ABOVE. : i OVERLAP OVERLAP . 8 REPLACED SDS SCREWS W/ ANYWHERE IN THE WEB. EXCEPT r-- 1 I N.A. -- 3. "I" JOIST W/ FULL BRAG. ° / LONGER LENGTH TO GET 2 1/2" 11718" 230 1' 0" 1' 0" 1' 0" 2' 0" 3' 0" 5' 6" 6' 0" 7'-0" N.A. WITHIN 6" AWAY FROM SUPPORT. ► " .• �� ++ PENETRATIONS TO 4X TRIMMER - REFER TO MANUFACTURERS O I� ivADD & 2X SQUASH BLK'G. L J 1-0 1-0 1-0 1-0 1-6 4-0 3-6 7-0 6'-6" 9'-0" lim.IZIFAit ©�I FILLERS AS NEEDED. 14"230 GUIDE -LINES IN I -JOIST PARALLEL © �� ALT. CONDITION CATALOG FOR MORE INFO. 0 CONDITION ® ® �� �� ►� 14" 360 1-0 1-0 1-0' 1-0' 2-6 5-6' 5-6 8-0' 8'-0 9'-6' CONDITION ►� ►� � 4. 4-16d'S, 2 TOP & 2 4 - NO FIELD CUT WITHIN 6" AWAY @ @ Oi FROM FACE OF SUPPORT. BEARING & NON -BEARING WALL 7 ®SHEAR WALL/WALL INTERSECTION 4 BOTTOM EACH SIDE. 5.SOLID BLKG./POST, MULTI 0 }-'/ b 2091 1 D001 8-1 1 0425 - STUD STUD OR BEAM BELOW. 1. FLASHING. O 1. 1/2" THICK PLYWOOD SHT'G. 2. WOOD FRAMED WALL. 6. HEADER PER PLAN O 2. ROOF SYSTEM. 3. 4" MAX. BRICK VENEER. SEE ARCH. DWG & MANUFACTURER 0 I® FOR MORE INFORMATION. 3. MIN. 1/2" THICK PLYWOOD O 0 gO 4. PER ARCHITECT. T FRAMING DETAIL 18 SHT'G. NAILED DOWN @ 6" 5. 22 GAUGE X7/8" WIDE D0077-190405 O.C. TO LEDGER/TOP PLATE. GALVANIZED CORRUGATED STEEL BLOCKING AT POSTS/TRIMMERS AS AN ALT. VENEER ANCHOR C. VERT. ©0 O @12"ORIZ ■ SHT'G. THROUGH FIREPLACE.DO B & MAX. 24" O.C. HORIZONTAL. D0008-1 1 0425 I/ ►� ®" `� STEEL ANCHOR SHALL HAVE A LIP ���►/ 4. 1/2" THICK PLYWOOD ON 3 OR HOOK ON THE EXTENDED 0 0 ©O 0 0 2 1 111.411111100.,g'6" \ �� SIDES & EXTEND CENTERED @ JOINT 4' 0" EACH WAY. 0 %/ LEG THAT WILL ENGAGE THE CONT. 9 GAGE HORIZ. WIRE. �/ �� AN ALTERNATE, USE ANCHORS 11 11 1/8"MIN. © 5. d's W/860.C. 1 (App��S RT. & 16" HORIZ. �s•' RIM MIN. DISTANCE -' O C DBL. & LTP4 O @=//1111W117�� TOP PLATE. / 6. SHEATHING WHERE CCURS. 7. MORTAR BED. UTYP.*TYPICAL BTWN. HOLES TO BE 2X � " � THE LARGER HOLE. / / 8. 10d GALVANIZED RING SHANK NAIL PM �� 11 O 6. FIREPLACE FLUE. 1 O AT BEND IN ANCHOR. 3/4" 0 0 0 _ 0 �� 7. CUT HOLE IN PLYWOOD ONLY ° a a a° ' �/ 9. IN SEISMIC DESIGN CATEGORIES C,D,E, & F, ADD #9 B.W. GAGE TYP. II NOTCH& HOLES I N - I J O I ST O - AS REQUIRED. ,° �/ WIRE JOINT REINF. @ 12" O.C. HORIZ. l © 10. BEAM OR HEADER PER PLAN. PERPENDICULAR PARALLEL 1. BOTTOM CHORD OF TRUSS 8. PLYWOOD FLOOR SHT'G. ° O 11. 1/2"� X 4" LONG LAG SCREWS 2. SIMP. STC EACH CONNECT. .- a CONNECTION @ 1. 1/3 OF JOIST DEPTH MAX. 2. 2" CLEAR TO EDGE OF JOIST. 0 I I I I • O ©O CONT. THRU FIREPLACE. ° a OPENING @ 12" O.C. STAGGERED. 12. ANGLE SIZE SPAN (MAX.) 1; (MAX. @ 24" O.C.) 3. IX OVER 2X PLATE OR (2) O�rO X 10 O 2� O 3. JOIST DEPTH. 4. PIPE OR CONDUIT. j jIM 9. FLOOR SYSTEM. ����/ I� ��� II,..L6x3 L4x3 1/2xb/16" 8'-0" 8O 6O 2X TOP PLATE WHEN TRUSS BOT. CHORD IS CAMBERED MP%� O N ©1.71 1/2x1/2 13 0 5. 1/6 OF JOIST DEPTH MAX. p 10. MAX. UNSUPPORTED HEIGHT g 1 I�'/1/ L7x4x5/8"16'-0"4. 2X BLKG. @ 24" O.C. W/ (2) O6. TO BE 4'-0". VERIFIED W/ ARCH.%/� j© 1/4 OF JOIST DEPTH MAX.�Ivl MAX. (NOTE: STL. ANGLE ARELLV)���� 16d's TO EACH MEMBER. �27. AT SUPPORT END. InlDWG.BYCONTRACTOR.FORIf!i1/ ® f I kr 13. MIN. 5/8 MORTAR COVER. HY DI 1�5. 2X MEMBER W/(2) 16d TO BLKG. I 1/3 OF JOIST SPAN MAX.ulyHEIGHTS GREATER THAN 4 0 © //_ II 14. MIN. HALF VENEER THICKNESS I 6. 2X8 BRACING. O O , U OM O USE ADEQUATE KICKERS TO -II ������ (1 1/2 MIN.). �x Mil 7. (2) 2X TOP PLATE. ►� ►� BRACE WALL TO ROOF. x 8. (2) 16d'S @ 12" O.C. NOTES: ►�• Oj�� ►� 9. TYP. EDGE NAILING. ' t, -FOR SOLID SAWN JOISTS, NOTCHED 11. PLYWOOD SHIM AS REQ'D. 1" �,�� -III ,,, ,r A NOTE: - ANGLE NEEDS TO EXTEND & 7O m in ©O 10. 2X CEILING JOIST OR BOTTOM , O TO BE @ OUTER 1/3 SPAN ONLY. W/ 16d SINKER. FACE NAILS MAX. `/ I�� BEAR MIN. 4" ON SIDE OF CHORD OF CAMBERED TRUSS. ral -MAINTAIN MIN. 6 SPACING BETWEEN NOTCHES/BORED HOLES. @ 4" PLATES O.C. TO DBE. TOP FOR LTP4 SECTION THR. - WALL M z VENEER. - MAX. VENEER HEIGHT SUPPORTED ALT. CONDITION ALT. 11. 2X BLKG. X 12" LONG @ ±6'-0" CONNECTION O.C. NAILED TO TOP PLATE s 0 O 0 0 0 D0003 N BY STEEL ANGLE IS 3'-6". W/ (3) 16d's. 19 ®NOTCH & HOLES IN CONY. JSTboo1-190618 12 n EXTERIOR FIREPLACE CONN. 8 ® VENEER D0004-140424 5 FRM'G. TO NON -BEARING WALLS )ATE G GOUVIS comulting group, rnc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 CaIIe Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects C1TY OF LA QUINTA 138k JII :DivisioN La @IY1 NED FOR Riversidt0bE CA 02/11/2022 ,,ICOMPLIANCE REVISIONS NO. DATE DESCRIPTION SHEET NAME: TYPICAL STRUCTURAL DETAILS PROJECT NUMBER: 65758 ENGINEER: GE DRAFTER: GE SHEET NUMBER: SN-2 ISSUED DATE:05/14/2021 ° a a 1. TYPICAL FLOOR SHEATHING. 2. SINGLE I JOIST HEAD OUT 1. 2X BLOCKING 2. SIMP. CS16X48" LONG W/ © 1. PLUMBING OR MECHANICAL LINE IN WALL INTERRUPTING PLATES AND RIM JOIST O iv O © 2 1. EXISTING FOUNDATION 2. NEW FOOTING, MINIMUM SAME a ° "BEYOND". "IUS" O NAILS @ 2 1/16" O.C. @ O FLOOR LEVEL. coSIZE 0 AS EXISTING OR SEE 1 PLAN FOR SIZE. ° 1. #4 DOWELS EMBEDED 3. SIMPSON HANGER. , , , ,, J 3. ALT. LOCATION OF OPENING 2. SPLICE RIM W/ ST6224 W 4 1/2" INTO EXISTING ` IF CONT. SILL PLATE, NO "CS" STRAP (U.N.0.) ON PLANS.y .c-r------ 3. #4 DOWELS @18" O.C. BENT • `, Ar • AS SHOWN IN FOOTING & CONCRETE @ 6" O.C. (MIN. 2). 4. ADJACENT I -JOIST PER PLAN. • • ,/ . STRAP REQUIRED @BOTTOM. 3. SPLICE PLATES @FLR. LEVEL OVERLAP MIN. 24" AS SHOWN 2. REPLACE CONCRETE 5. I-JOIST/230 or BC! 6500 BLOCK ALT. • ,' 4. NO CUT OR HOLES IN SHT'G W/ SIMPSON RPS STRAPS IIIIIIIIIIIIIIIIIIIIIIII ° IN SLAB. SPALLING WITH HIGH SOLID LSL BLOCK @ HEAD ; ; 2 O ; WITHIN 16" OF CORNERS. W/(6) 16d's @ EA. END OF EA. / // / // /' O a ° a STRENGTH CONCRETE O O O OUT. WEB FILLER REQ'D. @ I OPTION. '. �. STRAP. ALT., USE 'ST' STRAP W/ 6 16d's EA. END, \j 4. MIN. 5" EMBEDMENT OF DOWELS INTO EXISTING MIX, OR EPDXY (fc=2500 PSI MIN.). -JOIST 6. WEB FILLER @ EA. SIDE OF '• ` �� 5. OPENINGS OF MAX. 4 1/2"x4 1/2" DO NOT NEED BLK'G/STRAP. DO NOT CUT MORE THAN ONE O @ O O P/ PLATE. STRAP ONE SIDE ONLY IF PLUMBING CAUSES VA a _ a • v CONCRETE W/ SIMPSON SET-XP EPDXY, ESR #2508. PERIODIC Y ?=t�� __ _ �i I -JOIST @ EA. HANGER• ��...' OPENING IN ONE HORIZONTAL �� NOTCH OF PLATE NO MORE a � SPECIAL INSPECTION IS REQ'D. ° �� LOCATION, PER ; LINE (AT ONE ELEVATION) THAN 50% OF PLATE WIDTH. �� Co v H / MANUFACTURER'S 5. NEW SLAB PER PLAN AND OFFSET OPENINGS BY 0 ® CONCRETE SPALLING ' 17 SPECIFICATIONS. • • /• ; • MIN. 4" VERT. SEE DETAIL 1/SN2 FOR OPENINGS SMALLER THAN 4 1/2" x 4 1/2" ( 4. ADD NEW FLAT 2x BLK'G MIN. (3) BAYS @ PIPE W/ (4) 10d's PER BLK'G FROM FLOOR 0 O 6. ADDITIONAL #4 BOTTOM DOWEL AT ENDS ONLY. FF1 7 1 0401 \ / •;� SHT'G. AT BAY W/0 \ r __ y 24" ALT. INT. FTG. W/ �I g ;" ' ' ' ' ' '� ' '•;• / NOTE: = INTERRUPTED RIM JOIST, coo 7. FOOTING REINFORCEMENT EXT./INT. FTG. SIMPSON EPDXY �� • 1- I ADD ONE ADDITIONAL BLK'G .- H / PER PLAN OR MIN. (1) #4 TOP O : / - AVOID OPENING IN SHEAR WALLS EACH WAY. AND (1) #4 BOTTOM. MISSING REPLACE ASTM-A36 A36 PLATE le ASTMA307-C hef C \ I / NOTE: /` / • : A •: W/ LENGTH LESS THAN 4'-0". i i , API_ AI HOLDOWN WITH ROD 0 WASHER ROD 0 (MIN.) FOR SINGLE HEAD ROOF MEMBERS. __ A O I -JOIST ♦ : /` MAX. WIDTH OF OPENING TO 5. V OUT @ OUTER 1/3 SPANS ONLY. ; * : / BE ONE STUD BAY OR 14 1/2". HDU2, PA28 HDU2 2"x2"x1/4° 1/2" 10" 8" ' . DO NOT OVER ANY .-r, 6. EAVE BLK'G TO REMAIN. ��� HTT4 HTT4 O -CUT FRAMING MEMBER. a I����������������������I ��������������1���������1 3/4" TO FTG. U / / / / / \ \ 5/8" 12" 5/8" TO 5 O E.N. TO BLK'G. TO MATCH L 7. SPLICE UPPER TOP PLATES /\// / _- HPA28, HTT5, HPA35 2112"x21/2"x114" ✓ SHEAR WALL E.N. W/ STRAP AS REQ. P/ DRAG \�/ \j��1 HTTS HOLDDOWN 15" 12" _< STHD10, STHD14 SEE DET. B 1'-4" UNLESS STRAP IS PLACED © -= 0 DETAILTHSIDES W/ SAME STRAP \\/ \ HDU4 HDU4 4 ON TOP OF PLYWOOD. - EDGE NAIL F.HT. ALONG STUD WHEN CUT EXCEEDS 50% OF HDU8 HDU8 3"x3"x3/8" ON EACH SIDE OF OPENING. ( O PLATE WIDTH. USE 16d SHORT NAILS (2 1/2" LONG). HDQ8 HDQ8 7/8" 31/4"x31/4"x318" 13" - IF OPENING IS LOCATED AT THE EDGE, EXTEND STRAP INTO THE SHEAR WALL TO .." HDU11 HDU11 1" 3 112"x3 112"x318" 16" D0026- 1 0' 123 MEET MIN. LENGTH REQUIRED. / HDU14 HDU14 4"x4"x3/8" 19" 1. MULTI -STUD OR POST PER PLAN 3. ADDITION OF FT N1 G . /SLAB AT 21 ADDHOLDOWN,PERTUTPL 3.WASHER BEQTWEEN NUT & HOLDOWN O HEAD OUT DETAIL FF 3 12 FIELD FIX FOR OPENING IN S.W. 8 ®WALL W/ PLUMB./ MECH 5 R EXI S TIN G F O U NDATI1 O FF © 5 1 IPJ FOR 1/2" 0 ADHESIVE ANCHORS 4. THREADED ROD (THRU BOLT) W/ HEX NUT TACK WELDED TO PLATE WASHER. SEE SCHEDULE FOR PLATE ONLY. HEAVY 1. STUDS (OR POST) & CS16 STRAPS FROM SHEAR PANEL AREA OF FRAMING 1. EDGE NAILING @ ADJOINING PANEL EDGES, TYP. 0 SIZE. ALT. TO TACK WELDINGS AT UPPER FLR. TO BE NAILED TO BE "CUT-OUT" 2. SHEAR PER PLANS, TYP. II ih TO SIDE OF RIM JOIST INFLOOR 3. 3X MIN. POST (PER SW SCHED.) APPLY DOUBLE HEX NUTS TO 12"MAX SYSTEM. SEE W/ A 2X ,� WASHER. E �URHK. I ® 5 M NPLATE DRY PACKED FOR NO.OFCS16's REQLANS 0 CIO 0 0 4. NEW POSTMIS-INSTALLED AS SHOWN. OSTDTO �� EI NON -SHRINK GROUT ALL AROUND. BE SIZED TO ACHIEVE MIN. 1 1/2" 0 Wwir SURFACE IN CONTACT WITH GROUT 1. EXISTING SLAB & FOOTING. 2. ADD SOLID BLK. BEHIND RIM & CONT. 8" PAST STRAPS - - - - - OVERLAP OF SHEAR PANEL. 5. ALTERNATE TO 3X MIN. POST PER DETAIL B SHALL BE CLEANED, FREE OF ° � O y AS BUILT. GREASE AND LAITANCE. . EA. WAY. NAIL W/(2) ROWS -- -- I -- - - �- -- -- -- - SW SCHEDULE, USE (2) 2X STUDS 6. NOTCH CONC. ALONG FTG. LENGTH 2. EXISTING 5/8" 0 X12" A.B. 0 OF 16d's @ 4" O.C. v v 6 (NOT ACCEPTABLE W/ 2 ROWS OF 16d SINKER NAILS CONC. - - EDGEWHERE C O IN TO 6" MAX. EA. SIDE OF HOLDOWN/ © ROD. DO NOT CUT FTG. HORIZ. SPACED PER PLAN. 2 O w 2 O 3. SAME NO. OF CS16 STRAPS SEE FIX BELOW) (ROWS STAGGERED) WITH SPACING IN EACH ROW PER REINF. SOLID GROUT, WITHOUT ANY O 3. EXTEND EXISTING A.B. W/ APPLIES FROM RIM TO ° ° ° SCHEDULE BELOW. OCCURS VOID, WITH HIGH STRENGTH NON SHRINKCOUPLER NUT & 5/8"� RODS POST AT LOWER FLOOR. 1 ° �` e i a O '1/8" 6. SHEAR PANEL WHERE OCCURS TO ADD CONCRETE CURB. MIN., TYP. THIS SIDE ALSO, PER PLAN TYP. ° GROUT W/fc=5000 psi MIN. CONT. �-, ♦ 1 �i SPECIAL INSPECTION IS REQUIRED. �► NOTE: v PLAN VIEW A NM 7. PROVIDE MIN. 3" CONC./NON-SHRINK 4. MIN. 3 1/2" WIDE X MAX. 12" �/ e° a FOR JOISTS PARALLEL TO X X r -A GROUT COVER ALL AROUND FOR TALL CURB TO BE ADDED. ° ° a° WALL CONDITIONS ONLY / 13 / �� PANEL TYPES NAIL SPACING i''� ° ALL METAL PARTS. (fc=2500 psi) MIN. ° ° i / a 1-III�T�II jai 1 1 5 8. THREADED ROD IN SIMPSON EPDXY © 0 �1 U �- O TO FOOTING PER TABLE. 5. USE (1)CONT. #3 BAR. w w 4O 0 - - - Q @ 12" O.C. El j 1 1/2"FIELD 1 A\ 9. SIMPSON ATS-C65 COUPLER OR © I FIX. a ° 1 �"gee " APPROVED EQUAL. 6. 2X STUD WALL PER PLAN. .° . 6 Q3 BOLT 10. RAISE HOEDOWN BOTTOM FROM SILL H a @ 9" O.C. THROUGH O ° - PLATE. 0 co © vv FTG. BOTT. a 11. 6" MIN. FOR 1/2"0 ROD. w JJ ♦ . X= LENGTH TO BE ENOUGH TO HAVE MIN. NO. OF A @ 6" O.C. 0 7" MIN. FOR 3/4"0 ROD. NOTE: 0 1 a 12. 18 3/4" MIN. FOR 3/4"O ROD. © NAILS OF SPLICE NAIL AS PER PLAN (STRAPS 0 IF NO EXISTING A.B., USE MUST EXTEND MIN. ONE STUD BAY EACH WAY). Q5 @ 5" O.C. SEE GENERAL NOTES NOTES: 5/8" 0 THREADED RODS, ° w T �T , ,� , • UNDER "REINFORCED EMBEDDED MIN. 7" INTO 0 w DBL SIDED © 4" O.C. CONCRETE" FOR USE SIMPSON SET-XP EPDXY ADHESIVE EXISTING CONCRETE W/ I ADD'L. REQUIREMENTS © ANCHORS, ICC-ESR-#2508 (JULY,2019) SIMPSON SET-XP EPDXY T o° 0 0 1. TYP. BLK'G OR RIM. ' •® REFER TO ICC & MANUFACTURER'S SPECS SPACED PER PLAN. - - - - - - J DBL SIDEDA @ 3" O.C. ,;, ,;, ; FOR INSTALLATION PROCEDURES. MAX. @ 48" 0.C. OR ° ° 2. ROOF OR FLOOR SHEATHING. - CONTINUOUS SPECIAL INSPECTION & MINIMUM (2). 6 DBL SIDED © 2 1/2" O.C. JOB -SITE QUALITY ASSURANCE ARE / 3. ROOF TRUSS OR TJI's ALTERNATE II ILAR CONDITION A PER 4.4 & W 4.5 OFREQUCC-ESR#250RED 8. © FLOOR. 22 -'lllilll s 111 a� 'l 1111 - a hof -111- CONCTRACTOR SHALL SPECIFY OVERALL LENGTH OF ANCHOR. FOR CUTTING THE SLAB &TIE STEM WALL SLAB A D D I T I 0 NON/ 13 TIE DWN. AT OFFSET POSTS g O 4. 2x4STUDS. FIX PAN AND E L ALTERNATE EDGES OF SHEAR @ ADJOINING WALL 2 ° ,a 11 ° ° SLAB BACK SEEDETAIL7 nEXISTING FF14 180619 - FF10 5. DBL. TOP PLATES. R F2 0"24 Q FOR OTHER HOEDOWNS NOT 1 0 6. CS STRAP EA. SIDE SOLE 11 ` LISTED IN TABLE &/OR OTHER 1. EXISTING NON -SHEAR WALL 1. TYP. 1 1/8" 0 OR 7/8" 0 ) @ PLATE IF CUT. O a a a a ° 12 COND. NOT INCLUDED HERE, CONTACT GOUVIS ENGINEERING OVERHANGING COMPLETELY OR THREADED RODS �, , I� \® �� PARTIALLY OFF FOUNDATION PREFABRICATED SHEAR ® 7. ADD FULL HEIGHT BLK'G W/ ��0 FOR SPECIFIC FIX. O MIN. MIN. MINIMUM AGE OF CONCRETE FOR EPDXY FIX IS 21 DAYS. EDGE , MIN 1 1/2" & MAX. 3 2. EXISTING FOUNDATION WALL. 1/2". PANEL PER PLAN SHEATHING E.N. @ AFFECTED BAY AND ONE BAY EA. WAY 0 3. 3/8" THICK ANGLE IRON TO 2. NATURAL GRADE BEYOND. MIN. BAYS OF SUPPORT EDGE OF WALL. �� II (3) BLOCKING. FIX FOR MISSING HOEDOWN O A LEG TO MATCH 3. PREFABRICATED SHEAR 1. EXIST. 2X, 3X PER PLANS. 18 TTHORIZONTAL OVERHANGING WALL (HORIZ.PANEL PER PLAN 8. RIM INTERRUPTED @ DUCT.J O O D51 05 21 C 1 1 11.,,:mi- LEG MIN. 2"); VERTICAL LEG 2. NEW 2X BOTH SIDES. © 0 0 < O 0 0 SECTION @ FLOOR FRAMING a MIN. 6". 4. EXISTING CURB WHERE9. A35 PER PLAN AND MIN. (1)4. I-T°�� ri REPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT 1/2" WELDED STUD BOLTSOCCURS.. @ 16" O.C. EA. SIDE OF BREAK. 8" ° ° 1/ 3. EDGE NAILS TO NEW 2X PER S.W. SCHEDULE. © 5. 1/2"� SIMPSON TITEN HD CONC. a�� 5. DRILL HOLES IN EXISTING 10. A35, PER BLOCK. a° SIMPSON TITEN HD SIMPSON SET-XP-EPDXY ADHESIVE a A SCREW ANCHORS @ 8" 0.C. W/ MIN. 6" FROM CONCRETE �° " ° a ° a° , CURB & FOOTING FOR NEW BOLTS. FILL HOLES W/ SIMP. 11. E.N. ,--�° ° 4. 10d FACE NAILS @ 6" O.C. ° STAGG. ALONG STUD FACE. SCREW ANCHORS WITH A307 GRADE C ANCHORS = © FOUNDATION EDGE. L a a ° ° ° SET EPDXY PRIOR TO BOLT ,° ° ° 1-POUR OR 2-POUR W/ DOWEL 1-POUR OR 2-POUR W/ DOWEL "' ° ° ° ° ° �' (ICC-ESR-#2713) a ° ° a PLACEMENT. �j 12. SHEAR PANEL. 5. EDGE NAILS TO NEW 2X MEMBER WALL TYPE (ICC ESR#2713) (ICC ESR#2508) Q Q 6. 1" MIN. _ as ° ° ° 410j - - @ 2X REQUIRED SPACING (HALF 7. 2". ♦ ��� �,��,��,��„ 6. TYP. EXISTING FOOTING. ��� �� 13. (2) CS16 EA. SIDE W/ 10d's NUMBERS OF NAILS REQ'D.) PER 2X4 SILL/3X4 SILL 8. CONC FOUNDATION EDGE. a @ 2" O.C. MAX STRAPS TO4 S.W. SCHEDULE. 41/2" EXT. 2X6 SILL/3X6 SILL (1) 5/8"0 x 8" (1) 5/8"O a 7. NEW 15" WIDE x 48" LONG BE NAILED TOP OF SHEAR 1/2" MIN. MIN. I- ° ° ® INT. 2X & 3X SILL �� 7 GRADE BM. CENTERED PANEL AND TO HAVE MIN. 2X STUD a� TYP. 3X STUD a� TYP. 6. 1/4"� x 3 1/2" SDS SCREW FROM 6" 8 0 0 NOTES: CORRECTLY PLACED PANEL. NO. OF NAILS EQUAL TO PANEL JOINT PANEL JOINT NEW 2X TO EXIST. 3X @ 10" 1. POST -INSTALLED ANCHOR PER TABLE. SPACING BETWEEN TO TYP ALL METALS EXPOSED TO b a WHEN FTG. IS MISSING. I SPLICE NAILING PER PLAN. N 10 NAILS MAY BE USED. �__ ---- O.C. FOR SINGLE SIDED S.W. & 5" O.C. FOR DOUBLE SIDED S.W. @ 8„ , 8O 2 1/4", 2X4 WALL ANCHORS AND MIN. DISTANCE © WEATHER MUST BE PROTECTED ° , 8. (2) NEW #5 BARS TOP & BOTT. I I STAGG. ALONG STUD FACE. t3 1/2", 2X6 WALL EQ. EQ. FROM EXIST. A.B. TO BE 4". SECTION A A -'° AGAINST CORROSION. a y 14. ADD 2X6 MIN. BLK'G W/ O �► I � 2. DOWEL PER NOTE S OF 1/SD1. 03. PLATE WASHER PER FOUNDATION �__°° I © ANGLE TO BE CONTINUOUS. 3 ° ° ® ® SHEATHING E.N. @AFFECTED BAY AND ONE BAY EA. WAY N z 7. NOTCH NEW 2X BLOCKING WHERE ANCHOR BOLT OCCURS. 0 NOTES ON SN1 SHEETS. CL a BEYOND. MIN. (3) BAYS OF - - © 2 �� A CONTACT GOUVIS ENGINEERING ° U 0 BLOCKING. � ° e ° �e'°I ° 8. 2X BLOCKING. may. NOTES: © FOR ALTERNATIVE FIX FOR THE ♦ „����„ ,,,���� i, EMBED. FOLLOWING CONDITION: 9. 10d @ 6" O.C. STAGG. TO (E) 2X SILL PL _SECTION LOCATE ANCHORS 10"MIN. FROM OVERHANG < 1 1/2"OR > 3 1/2 @ ROOF FRAMING PER S.W. SCHED. USE 1/4"0x3 1/2"SD a 11 u a- a - - ° - , - @ CONC EDGE PERPENDICULAR TO WALL. . ° a SCREWS TO (E) 3X MIN. SILL PLATE PEP, , • 48., S.W. SCHED. 10" O.C. FOR SINGLE ° ♦ ♦ ♦ - FOR NON -SHEAR WALL, INSTALL (1) @ SIDED S.W. & 5" O.C. FOR DOUBLE ITI I l ii-IEITI-iI' 9 °I -TTT i [ < I -lil-i �T 1/2"0x4" FOR EACH MISSING EMBEDMENT TITEN OR MISPLACED -PERIODIC SPECIAL INSPECTION IS A.B. FIX F O R WALL OVERHANGING FP'1 SILL PLATE NAILING @ SIDED S.W. STAGGERED FASTENERS ALONG NEW 2X BLOCKING. - REQUIRED FOR ANCHOR INSTALLATION. OFF FOUNDATION EDGE F O R a I EMBED. BOLT SIZE - IF MIN. SPACING AND EDGE 14 RETROFIT F O R MISSING FOOTING 23 la 7" 5/8"O I DISTANCE CAN NOT BE MET, & 2 STORY COND. ONLY 10 FIELD FIX PLATE/RIM BREAK 6 � FIELD FIX -MISPLACED NAILING 3 ° a CONTACTGOUVISENGINEERING n1 FF15-101101 �@ PREFABRICATED SHEAR PANEL. FF6 �RJ 0E118-120124 ,' FOR SPECIFIC FIX. - MINIMUM AGE OF CONCRETE FOR 1. 2 1/16" WIDE x 12GA. STRAP EPDXY FIX IS 14 DAYS. 1OVERSIZED HOLE OR HOLE . GREATER THAN 1/16" OVER (MST48 OR EQUAL). 2. 1/2" SIMPSON TITEN HD 1. EXISTING ANCHOR MISPLACED. OO © BOLT DIAMETER MISSING O R MISPLACED A B 19 2. ANCHOR BOLT W/ WASHER. CONCRETE SCREW ANCHORS. ICC-ESR# 2713 WITH 4 1/4" EMBEDMENT. REFER TO ICC 2. USE APPROVED COUPLER D51 03 21 0' 11 = �; b� AND MANUFACTURER SPECS. AND EXTEND ROD W/ SLIGHT 1. EXIST. 2x MUDSILL USED IN LIEU OF 3X. 7. (E) SHEAR WALL EDGE NAILS PER 1 °a ' as 3. SILL PLATE - - FOR INSTALLATION 0 ANGLE TO CENTER ROD IN 2. EXISTING FOUNDATION. HEAR WALL SCHEDULE. A4 PROCEDURES (SEE TABLE). WALL. USE 12:1 RATIO 3. 4. EXISTING SHEAR A.B.'s PER PLAN. PANEL PER PLAN. 8. ADD 1/2"O SIMPSON TITEN HD SCREW ANCHORS FOR EVERY a I1 I I ° ° a °,� a 4. EPDXY GROUT (q� �JJ 3. 16d COMMON NAILS USE 0.1620x 2 1/2" NAILS. 1. OPENING IN CONC. SLAB. • (12" HIGH FOR 1" OFFSET). 5. NEW 3x SILL BLOCKINGS (2) ANCHOR BOLTS. PERIODIC 0 O ° a a 5. SIMPSON BPS 5/8 (SEE TABLE). 0 �' I, 0 2. TYP. #4 DOWELS 12" O.C. (MIN. 2 PER SIDE) EMBEDDED 3. RAISE HOLDOWN BRACKET "TIGHT a FIT" @EACH BAY FOR SSPECIAL INSPECTION IS REQUIRED 4. USE 4x4 POST MIN. ���a =� IN SLAB AS SHOWN W/ EPDXY • © HIGH ON WALL TO RECEIVE THE LENGTH OF SHEAR WALL. PER ICC ESR 2713. 6. STUD WALL PER PLAN 5. REPAIR CONC. SPALLING, __ GROUT MIX. USE DOWELS TOP EXTENSION ROD. 9. 1/4"O 3 1/2" SDS SCREWS FIX USING EPDXY GROUT FIX USING SIMP. BPS 5/8 O 0 IF OCCURS, W/ HIGH STRENGTH 6. (4) 10d NAILS @ 3" O.C. MAX. STAGGERED (4) x r © & BOTTOM 8" OR THICKER • ON NEW 3x MUDSILL BLOCKINGS. STAGGERED ON NEW 3x SILL ' CONC. MIX. SLAB. PLACEDOWELS BLOCKING TO EXIST. 2x SILL PLATE. ' O 6. MIN. (2) #4 DOWELS EMBEDED z APPROXIMATELY 1 3/4" FROM NOTE: 4" MIN. 4 1/2" IN CONC. L _ _ !���a t, TOP OF SLAB. FIX FOR 0 OVERSIZED 0 HOLE O 15 ♦ TYP. n ,I� I, o_ p 3. WIDTH OF OPENING MUST BE ♦ _I THIS FIX SHALL NOT BE USED 7 D5088 O 2 I w MIN. 20" TO ALLOW FOR IF ANCHOR IS MISPLACED --' ♦ >- 1- m DOWELING AS SHOWN. TOWARD OUTSIDE EDGE OF O-_ 6 1. POST PER PLAN. ♦ • PLAN VIEW w 4. PROVIDE VAPOR BARRIER X CONC. DUE TO MIN. EDGE DISTANCE REQUIREMENTS. 5 a UNDER SLAB Q 2. ABU COLUMN BASE a 0 O.M1 TO MATCH © TO POST SIZE. a a E°a J a NOTES: , TT=-=_ T �� �� ►-__ ' 3. 5/8" DIA. SIMPSON WEDGE ALL/��j��j��j��j��j��j' �n ALL METALS EXPOSED TO NOTES FOR P.T. SLAB: ' `7 0 a ANCHOR WITH 4 1 /2" MIN. �����%�����/ WEATHER OR EARTH SHALL BE -� NO d' ®`- 13/4" a��w���� EMBEDMENT INTO CONC �i�i ��/�� ° a ��i����� GALVANIZED TREATED ANDMil MARK-UP TENDON ROUTE IN EXTREME CARE SHALL BE MIN. u MIDDLE OF SLAB CONDITION. v/, /, /\/ PROTECED AGAINST CORROSION. BOTH DIRECTIONS ON SLAB TAKEN NOT TO DAMAGE ANY 1 4 a m a a 1 o MIDDLE OF SLAB CONDITION U SURFACE IN THE VICINITY OF TENDON DURING REPAIR. a 1 ° a ° a ° m D- a ° >-EDGE a a OF SLAB CONDITION ♦ Z O p MIN. CONCRETE STRENGTH THE PROPOSED OPENING - POUR NEW 4000 PSI CONCRETE EXISTING a ° ° °� U fc= PRIOR TO PROCEEDING WITH TENDONS SHALL NOT BE ° a a w 4. 5/8" DIA. THREADED ROD a �1/� 2000psi. O p MORE THAN a a a a NOTES: EMBEDDED 5" INTO CONC. ♦ w THE SLAB EXCAVATION. RE -STRESSED UNTIL NEW CONC. °a ° ° °a v� - FOLLOW MFR. SPECIFICATIONS W/SIMP. SET EPDXY. ~ - OVERALL LENGTH OF STRAP TO - DE -TENSION ALL TENDONS REACHES 3000 PSI. (IN CASE 1 3 4 VIN. a a 4. ° a a as ° FOR INSTALLATION AND ANCHORAGE OF ABU SYSTEM STRAP # OF BOLTS # OF NAILS BE SPECIFIED BASED ON SITE CONDITION, BY CONTRACTOR, PASSING THRU THE AREA CUT. IF CUTTING BETWEEN BEING TENDONS WERE DE -TENSIONED). - SPECIAL INSPECTION IS ° ° a 4 ° a^ a 5. SPECIAL INSPECTION IS STHD10 2 (23) NAILS SIMPSON "MST" STRAP (OR TENDONS, NO NEED TO DE TENSION CABLES, BUT REQUIRED DURING CUT CONSTRUCTION PROCESS. 0 EC 0 PAD FOOTING BELOW BE NO MORE THAN SHOULD REQUIRED FOR BOTH ± 8" OFFSET CONDITIONS. STHD14 3 (32) NAILS EQUAL) MAY BE USED IF LENGTH IS ADEQUATE. MUST BE 6" AWAY FROM CABLE. FROM POST LOCATION 24® FIX FOR MISSING 3x SILL PLATE FF.� 0401 20® MISSING/MISPLACED COL. BASE 05089 -1 01 027 16 R , ,© FIX FOR MISSING HOLDOWN FP' , 11 R FIX FOR CUTS IN SLABS FF7 7 R MISPLACED HOEDOWN ANCHOR 4 G GOUVIS cvnrsuttinggroup. inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects CITLaYc p'i)IIIQOF LA QUINTA 4'LEDIVISION IED FOR RiversidtODE CA COMPLIANCE 02/11/2022 - 1 ATE NO. DATE DESCRIPTION SHEET NAME: TYPICAL STRUCTURAL DETAILS PROJECT NUMBER: 65758 ENGINEER: GE DRAFTER: GE SHEET NUMBER: SN-3 SYMBOLS LEGEND ISSUED DATE:05/14/2021 40 4 0 N 4'-0 32 6 4'-0" r LiL 3 (VARY EDOOV 9'-6" CLG. 9'-6" CLG. 19'-0" LAU. 9'-6" CLG. DE\/ OFFICE 9'-6" CLG. 3A. 3 9'-6" CLG. E3 L 3EDOOV 9'-6" CLG. 7 WALK-IN CLOSET 9'-6" CLG. FOUNDATION PLAN 1'-3" 5 OUTDC LIVING SDI J E 0R #2 9'-6" STUCCO CL in L- J P�I�VA� 3ATH 9'-6" CLG. 11'-9" 1'-3" L WALK-IN PANTRY 9'-6" CLG. I- L 4'-0" r HALL 9'-6" CLG. O J El 11' 3" r ch 32 3 N 3A. 2 9'-6" CLG. 3EDOOV 2 9'-6" CLG. 56 2 1'-3" 40 4 L E\T� 9' 6" r 5 SD1 GREAT �OOV 11'-6" CLG. r CO 32 6 IPOCH I -1" STUCCO CZ M LJ i9 M 1'-0' SD1 45'-3" FO�VAL DI\I\G 9'- Er) 32 6 CLG. 111 7 1'-3" OUTDOO LIVI\G #1 11'-6" STUCCO CLG. L s 1 L r� U 1'-3" 24 6 M 5 SDI 2 4'-0" <ITCHEN 11'-6" CLG. 3 12'-0 32 5 4 M 11'-0 J 00 7 PDT. '-6" CLG PEP. KITCHE\ CLG. 7- 4 INCH CONCRETE SLAB W/#3 @ 16" O.C. EACH WAY AT MID SLAB GA w 0_ O J 0) J U w D_ ACE J Z LOT 41 SCALE : 1/4" = 1'-0" co 40 3 FOOTING / DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) REBAR PAD NUMBER SHEAR PANEL LENGTH AND NUMBER. REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. DETAIL NUMBER DETAIL SHEET NUMBER HOLDOWN NUMBER MAXIMUM SPACING\ TOTAL MINIMUM NUMBER OF ANCHOR BOLTS EQUALLY SPACED AS POSSIBLE. SEE GENERAL NOTES ON SN-1 SHEET(S) FOR OTHER REQUIREMENTS. FOR NON -SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS, ON A ONE TO ONE BASIS, WITH END DISTANCE OF 4" MIN. PER ESR #2555. HOLDOWN PER SCHEDULE SHEAR PANEL MAXIMUM ACHOR BOLT SPACING PAD SCHEDULE TOTAL MININIMUM NUMBEROF ANCHOR BOLTS SYM. PAD TYPE 2'-0" SQ. X 18" DEEP PAD W/ (4) #4 E.W. ,�/ 2'-6" SQ. X 18" DEEP PAD W/ (5) #4 E.W. ' P2 A,4 . 3'-0" SQ. X 18" DEEP PAD W/ (6) #4 E.W. P3 j ,% o,. P4 j 3'-6" SQ. X 18" DEEP PAD W/ (7) #4 E.W. 4'-0" SQ. X 18" DEEP PAD W/ (8) #4 E.W. ' P5 4'-6" SQ. X 18" DEEP PAD W/ (9) #4 E.W. ' P6 5'-0" SQ. X 18" DEEP PAD W/ (10) #4 E.W. ' P7 5'-6" SQ. X 18" DEEP PAD W/ (11) #4 E.W. ' P8 NV HOLDOWN SCHEDULE SYM. HOLDOWNS MIN. POST SIZE (U.N.O. ON PLAN) BOLT TYPES CONC PAD SIZES FOR PAB BOLTS ® STHD10 2-2 x 4 OR 4 x 4 ® STHD14 2-2 x 4 OR 4 x 4 ® STHDI ORJ 2-2 x 4 OR 4 x 4 4. STHD14RJ 2-2 x 4 OR 4 x 4 HTT5 2-2 x 4 OR 4 x 4 SSTB24 OR PAB5 1'-6" SQ. x 12" DEEP ®i HDU8 4 x 4 SSTB28 OR PAB7 2'-3" SQ. x 15" DEEP ®i HDQ8 4 x 4 SSTB28 OR PAB7 2'-3" SQ. x 15" DEEP • HDU11 4x6 PAB8 2'-9"SQ.x16"DEEP ®i HDU14 4 x 8 PAB8 2'-9" SQ. x 16" DEEP . HHDQ11 4 x 6 PAB8 2'-9" SQ. x 16" DEEP ®i HHDQ14 4 x 8 PAB8 2'-9" SQ. x 16" DEEP ®i c HD12 4 x 6 PAB9 3'-2" SQ. x 18" DEEP TD9 HD19 - 6 x 6 PAB10 3'-8" SQ. x 20" DEEP NOTE: REFER TO 16/SD1 FOR TD HOLDOWNS AND 17/SD1 FOR ST HOLDOWNS. FOUNDATION NOTES 1. REFER TO SN-1 SHEET FOR MORE INFO. 2. FOR SHEAR PANEL TYPE ©, 0 & © ON BOTH SIDES OF WALL, USE MIN. 3X6 SILL PLATES U.N.O. )ATE' G GOUVIS cnmultinggroup, bra ] 5 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects CITY OF LA QUINTA i39k�IIIQ�:DIVISION La @Ipl JVED FOR Riversidt0DE CA CE 02/11/2022COMPLIAN�J l� K*VISIONS NO. DATE DESCRIPTION SHEET NAME: FOUNDATION PLAN LOT 41 PROJECT NUMBER: 65758 ENGINEER: CB DRAFTER: CB SHEET NUMBER: s-1.1 STUD AND TRIMMER SCHEDULE SYMBOLS LEGEND ® POST OR TRIMMER AS NOTED ISSUED DATE:05/14/2021 9D SD2 CD X m i w X m T 2 PLF=100 CONT.6X6 14 BINARY 3EDOOVV 3-POINT BR'G 3 POINT BR'G TRUSSES PLF=160 3 PO ++ LAU. 9'-6" CLG. WALK—IN CLOSET 9'-6" CLG. TRUSSE DEN/ OFFICE 3 POINT BR'G TR SSES 9'-6" CLG. 3A. 3 9'-6" CLG. 3ED00 '-6" CLG. ROOF FRAMING PLAN S . CO CLG. PLF=100 6X8 DR BM SD2 POACH 9'-1" STUCC CLG. LF=100 T OM 11'-6" CLG. ENT"Y 9'-6" CLG. 6X8 6X6 co 5 1/2"X10 1/2" GLB W Po I` MINI 6X8 15 2 0 U) 3 SD2 PLF=100 SD2 2 m 0 1m J 0 N x CEP. TCHE\ 6X10 HDR 4 LOT 41 SCALE : 1/4" = 1'-0" 24 2X4 STUD 26 2X6 STUD 2-2X4 STUD 2-2X6 STUD 3-2X4 STUD 3-2X6 STUD 2X4 TRIMMER 2X6 TRIMMER 2-2X4 TRIMMER 2-2X6 TRIMMER 3-2X4 TRIMMER 3-2X6 TRIMMER POST AND TRIMMER SCHEDULE 4X4 POST 4X6 POST 4X8 POST 4X10 POST 4X12 POST 6X6 POST 6X8 POST 8X8 POST 4X4 TRIMMER 4X6 TRIMMER 4X8 TRIMMER 6X6 TRIMMER 6X8 TRIMMER 8X8 TRIMMER 0 DIRECTION OF ROOF MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF DECK MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. REFER TO SN-1 FOR PANEL TYPE, MIN. 2-2x4 @ EA. END. DETAIL NUMBER DETAIL SHEET NUMBER BEAM NUMBER, REFER TO GOUVIS ENGINEERING CALCULATIONS KEY NOTE NUMBER BEARING WALL CALIFORNIA FRAMING KEY NOTES 0 O O 0 O O CD c ) 10 11 12 13 14 15 FRAMING SCHEDULE CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) AND PROVIDE SOLID BLOCKING BETWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W. ) CONTINUOUS JOIST W/ E.N. DRAG STRUT W/E.N.. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. BLOCKED ROOF DIAPHRAGM W/ RSRS #3 NAILS @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. F.N. BLOCKED FLOOR DIAPHRAGM W/ 10d's @ 4" O.C. B.N., 6" O.C. E.N. & 12" O.C. FIELD. SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) TRUSS HANGER BY TRUSS SUPPLIER (1) SIMPSON HTS22 FLUSH BEAM TO DROP BEAM ( U.N.O.) PROVIDE SOLID BLOCKING DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) BLOCKED OPENING SEE DETAIL 15/SD2 DESIGNED ROOF TRUSSES @ 24" O.C. FRAMING NOTES 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS (SN-1 & SN-2) FOR MORE INFORMATION. 2. REFER TO DETAIL 3/SN2 FOR TYPICAL CONNECTION AT ALL INTERIOR NON -BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY GOUVIS ENGINEERING CONSULTING GROUP IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 5. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. 7 T 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. AS AN ALTERNATE TO USING SIMPSON PRODUCTS OTHER CONNECTORS CAN BE USED, AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER THAN SIMPSON'S, AND SUBJECTED TO THE APPROVAL OF GOUVIS ENGINERING. 10. USE SIMPSON " IUS/ITS/U310 " HANGERS FOR CONNECTION OF I -JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND " LUS " HANGERS FOR CONNECTION OF SOLID JOISTS. 11. ALL WOOD I -JOISTS SHALL BE IN COMPLIANCE WITH THE PROVISIONS OF APA PRI-400, EWS-Z725B (PERFORMANCE RATED I -JOIST STANDARD) OR ASTM D5055. QUALIFIED PRI-400, MANUFACTURED. I -JOIST CAN BE ANY OF THOSE LISTED IN THE TABLE ABOVE. 12. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC ES - EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: FOR "LVL" & "PSL" BEAMS: Fb = 2900 psi (MIN), Fv = 290 psi (MIN), E = 2.0 x 106 psi (MIN). FOR "LSL" BEAMS/HEADERS: Fb = 2325 psi (MIN), Fv = 400 psi (MIN), E = 1.55 x 106 psi (MIN). FOR MANUFACTURED RIM BOARD WITH MIN 1 1/4" THICK, CONTINUOUSLY SUPPORTED BY WALL, AND MATCHES JOIST DEPTH: Fc I (PERPENDICULAR) = 680 psi (MIN) Fc 7 (PARALLEL) = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLU-LAM BEAM SHALL BE 24F-V4, DF/DF Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN). 13. A 4x6 (ALT. 2-2x6) HDR. SHOULD BE USED AT ALL OPENINGS IN EXTERIOR & INTERIOR BEARING WALLS U.N.O. ON PLANS. REFER TO THE FOLLOWING TABLE FOR OTHER COMMON HEADER SIZES. PLAN DESIGNATION HEADER SIZE ALT. HEADER SIZE * jr.fl H1 4x4 2-2x4 H2 4x8 2-2x8 2-2 x SHALL BE PLACED ON END W/ 1/2" PLYWOOD SHIM BETWEEN. PROVIDE 16d NAILS @ 16" O.C., STAGG., BOTH SIDES. 14. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L <_ 6'-0" 6'-0" < L <_ 10'-0" L >_ 10'-0" 2 x 2-2 x SEE PLAN 16. INTERIOR NON -BEARING & NON -SHEAR WALLS MAY BE FRAMED WITH 2x STUDS AT 24" O.C., MAX. 17. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 9A/SD2 U.N.O. ON PLANS. 18. CONTINUOUS 1 1/4" LSL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER 4A/SD2 U.NO. ON PLANS. G GOUVIS cnmulting group, me ] 5 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects CITY OF LA QUINTA 139kI'JII :DIVISION La @Ipl JVED FOR Riversidt0bE CA COMPLrCE ATE 02/11 /2022 � (. NO. DATE DESCRIPTION SHEET NAME: ROOF FRAMING PLAN LOT 41 PROJECT NUMBER: 65758 ENGINEER: CB DRAFTER: CB SHEET NUMBER: S-1.2 ISSUED DATE:05/14/2021 NOTE: 1. MIN. 4X4 POST (U.N.O.). - 4x4 POSTS CAN BE REPLACED WITH 2-2x4 AS LONG AS NAILS ARE MAINTAINED WITH 2. REFER TO PLANS & TABLE BELOW MIN. EDGE DISTANCE AS REQUIRED BY THE FOR CONNECTION TYPE. MANF. SPEC. & S.W. EDGE NAILS STAGG ON BOTH STUDS. 3. REBAR PER TABLE, CENTERED @ NOTE: PROVIDE CONTROL JOINT AT NOTES: "HD" (BEND REBAR @ CORNER). LOCATE TOP BAR 3" TO 5" FROM 10'-0" EACH WAY (U.N.O.) d 2 1 ACE OF STUDS MISSING/MISLOCATED A.B. , a. 2X STUDS @ 16 " O.C. SEE DET. 19/SN-3 FOR FIX. b. INTERIOR FINISH. - FOR DUAL POUR FOUNDATIONS, TOP OF CONCRETE. NOTES: ♦ z z� 5" MIN SEE DETAIL #1 FOR LEGEND & PORCH SLAB ? O FOR OVERSIZED HOLE IN SILL PLATE, c. 2X P.T.D.F. SILL (USE 3X USE (2) #5 DOWELS 18„ O . O N SEE DET. 15/SN 3 FOR FIX. PLACED WITHIN 2"o0 � ` 4x4 POSTS CAN BE REPLACED �� INFORMATION NOT SHOWN �i SLOPE TO DRAIN FINISH WHERE INDICATED ON PLANS) 4. BOTTOM OF CONT. FOOTING a °a / GRADE VAPOR BARRIER TO HAVE MIN. 6" LAP W/ 5/8" DIA. ANCHOR BOLTS RMAT FROM EACH STRAP. O © W/ 2-2x4 AS LONG AS NAILS ARE ♦Lu •PROVIDE ° BEFORE BEING DEEPENED WHERE OCCURS.MAINTAINED W/ MIN. EDGE DISTANCE EN SAW CUT WITHIN 24 OF POURJ 'NOURS ° °AS VERFYSBARRI OR MASA/MASAP. ON(U.N.O.).SEE FOUNDATION PLAN &NOTES REQUIRED BY THE MANUF. SPEC. 1/8" MAX.M,qX 1/8" MAX. °° °\/\/\�\ PER UPDATED SOILS REPORT. "FOUNDATION" & S.W. EDGE NAILS STAGGERED ON O \/\/\�- -� UNDER ON SN-1 BOTH STUDS. "MIN PLAN VIEW RADIUS l J \/ co Z DEPTH IS T�ADJACENT � SHEET(S) FOR OTHER REQUIREMENTS. • LOWESGRADE.BELOWBEDMENT '� ' d. 4" CONC. SLAB W/ #3 BARS - FOR NON -MONO POUR FOUNDATIONS, SB/SSTB @ CONC. END / %/%/i//i, ° ° I \\�' * -� 18"PLAN VIEW .. - - a .. i��/i�//\//�. �. ♦ ♦ SAND OVER VISQUEEN CAN BE © 18" O.C. E/W @MID HT. OF III III I III IN - a� USE#5 (2) �� DOWELS PER EACH SB/SSTB @ CONC. CORNER ° \\� i/;�% 6" ELIMINATED UPON VERIFICATION SLAB. U.N.O. PER SOILS REPORT. T'' i' a ° a ' MIN. W/ SOILS ENGINEER, & USE OF W/C MASA/MASAP e. CONT. REBAR T&B PER TABLE (U.N.O.). © _ ; _ SB/SSTB BOLTS, PLACED WITHIN 2" ° NOTE: RATIO OF .45 WHEN CONC. CAN BE INSTALLATION f. MIN. 10 MIL VAPOR BARRIER OR AS , FROM THE BOLT. 1 3/4" IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I ASSURED TO BE CUED PROPERLY. RECOMMENDED BY SOILS ENGINEER. "'r��" O NOTES: MIN., TYP. /,/i�/i�/i�/i�//i�ji�/i�/i�j�ji�/i�/i�/i�/�/i�/i�/i�i,, \/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i�/i� SEE DETAIL #1 FOR LEGEND AND I SEE ALSO THEIR RECOMMENDATIONS 0 INTERIOR FOOTING INSTALL STRAPS OVER SHEAR SEE PLAN IF 15024 SAW CUT HAND TOOL JOINT • ° INFORMATION NOT SHOWN. b h I FOR SAND BELOW AND ABOVE ALT_ _ O INSTALLATION - PANEL. LARGER PAD - VAPOR BARRIER. h. EXTERIOR FINISH W/ G.I. BASE IS REQUIRED ♦ 1. SEE DETAIL #3 0 0 0 ® TYP CONTROL JOINT J Jr2. SCREED. SEE ARCHITECTURAL. REFER TO DETAILS #1 & #2 E, "' 10 w #3 X 24" DOWELS @ 24" O.C. - - . dO O I; p. 7" EMBEDMENT. (FOR DUAL POUR, THE FOR MORE INFORMATION ♦ i 7" EMBEDMENT INTO THE 1st. POUR 11 a a ..STARTS C z , = _� .►•Iix . O 1 FROM THE JOINT). �4`% - MIN. fc = 2500 psi. - - - � ♦ a w a HOUSE TO PORCH 5 , �^ a PLYWOOD PER PLAN.OLD Q - FOR MISSING OR MISLOCATED IIlli�llll�llIILIIII,IIII�, 1 I ^a� a_ R D5098N - ° ( p Coz O - r. TOP OF NATURAL GRADE OR COMPACT FILL. l1 - I-1 -III=11 i1=III- - • a C l HOLDOWN STRAP, SEE �11E a �� v \ ° ,1® DETAIL 18/SN-3. I i 6 d� �� ll 0 a, LUo ( a� NOTE: � ° f� - DEEPEN FOOTING AS REQUIRED 11 I • • v /♦i%\y\j\\/ ° /\\�,, 4 „M \N TO ACHIEVE le+4, AND EXTEND THIS I & /'\! ��\ ° \�j\j NOTES FOR DUAL POUR: 2 °' ♦ ' /%' ° / 0 DEEPEN FOOTING 1.5le BOTH SIDES ♦ �� NFORMAT ON NOTSHOWN - (FOR DUAL POUR DEFINITION, SEE - - �," CORNER INSTALLATION , OF STRAP PARALLEL TO FOOTINGNOTES: CENTERLINEOFPOST„ NOTE 14 UNDER FOUNDATION F F F 1. SEE FOUNDATION NOTE 21. ON SHEET SN 1:II SEE DETAIL #1 FOR LEGEND AND PAD FOOTINGNOTES ON SN-1). MIN. 3 CLR ALL AROUND FOR STEELF STRAP&BENDTHE REBARAT,�J,�- AND INFORMATION NOT SHOWN 2. POST IN WALL OR USE 018" #4 DOWELS -I 18" O.C. CORNER AS NEEDED. SECTION C-C AA PAB BOLT INSTALLATION 7//,\//\//\\\//\\/j��/j��/j,\�//\\\//,\//�\/%/%\ 4x4 AS POSTS LONG AS CAN NAILS BE REPLACED ARE MAINTAINED WITH 2-2x4 WITH COLUMN BASE, SEE PLAN / W I M _1 SEE GENERAL NOTES USE @ EMBED MIN. 12" ON FIRST POUR. EXTERIOR FOOTING @ SW @EXT. FOOTING MIN. EDGE DISTANCE AS REQUIRED BY THE 3. PAD REINFORCEMENT, SEE PLANS �a VENEER MATCH UNDER "REINFORCEDDOWELS INSTALLATION - USE STHDIORJ & STHDI4RJ FOR D5102 MANF. SPEC. & S.W. EDGE NAILS STAGG ITS THICKNESS & NOT CONCRETE" FOR OF THE FOLLOWIQNG CONDITIONS: RIM JOIST APPLICATION. ADD'L. REQUIREMENTS 1. SOILS WITH 20 < E.I.< 50 & OR ON BOTH STUDS. 0 O TO BE LESS THAN 3" \'i N 0 N-BEARING INTERIOR WALL 11 SEE PLANS 24" SQ. MIN. OF FOOTING DIMENSIONS/REINF. U.N.O. COMPRESSIVE SOILS MAX.DIFF. SETTLEMENT OF 1" AIN OFACE �� STUD E� # OF W D D1 CONTINUOUS 40'-0". SIMPSON 16d SINKER #4 BAR x 8'-0" MIN. I 1 1 STORIES WIDTH DEPTH DEPTH REBAR "e" 2. USING MASA/MASAP IN LIEU le CENTERED @ HD I _= " 1 ��gringlim1 15" 12" 6" 1 #4 TOP & BOTTOM OF ANCHOR BOLTS. HOLDOWN NAILS * - D I 2 O I!j; IN FOOTING ►-� 3. ANCHOR BOLT EMBEDMENT STHD10 10" 20 (1) TOP & (1) BOTT. 11- ii a ° LESS THAN 7" INTO 1st POUR. - 1a -'�- � - - ^ 1. 3" DIA. CONCRETE FILLED a (6 \ \/\� * CONT. FOOTING REINFORCEMENT CAN BE COUNTED AS PART PIPE BUMPER GUARD g ° °° a� /�///- OF REBAR REQUIREMENT. a O 1 3 % a y' r°\ii II ICI 1 ° \//\/\ /\/ z, TYPICAL EXTERIOR FOOTING 1 0 a a 2. CONCRETE FOOTING i\\ D5095-1 50826 \ ° a a HOEDOWN STRAP 1" - a s © ° as O ° Q a ° D5100-130204 ° a 3. 36"ORPERARCHITECT ° ' ° a 4INTERIOR a EXTERIOR ® 13 a as ° D5101 4 a - ♦ 1. PROVIDE STEGO WATERPROOF N. =� MEMBRANE BETWEEN POST BASE / PAD FOOTING 6 1. ADD #4 HORIZON. AND TOP OF CONC FOOTING. D JOINT AS ., "v z °° U ®ISOLATED C.L. F F j F j F M-1 REQUIRED iv O 0 i ( _ Ob dO 2. #4 VERT. 12" 0.C. o U 2 2 @ ♦ 2. 5/8" DIA. M.B. WITH > M ® ♦ 2 1/2"X2 1/2"X1/4" WASHER. SECTION D-D AO PAB BOLT INSTALLATION L ao = @ SW @INT. FTG/SLAB 2�� ,� l.. ♦ 11 3. SEE DETAIL NOTE FOR DUAL POUR #1. ON o0 3. 6X6 POST - - - - - - - -� (U.N.O.). D5025 ♦ ♦ ♦ ° °a ° NOTES: _� ® ♦ 4. EXTEND L5X5X1/2 INTO CONC. - SEE DETAIL #1 FOR LEGEND © O FOOTING AS SHOWN. 0 r� 1 3/4" PIPE COLUMN 12 a & INFORMATION NOT SHOWN. v ♦ ♦ MIN., TYP. R / / \.-\%\\ \\/ / // J �� a °\j\ /\ //\/ \/ ��i2%\ // IN LIEU OF ANCHOR BOLTS j �� 5. SIMPSON CBSQ. 11♦ / , USE SHOT PINS AS PER = v O c GENERAL NOTES FOR �� I © 6. MULTI -STUD OR POST PER PLAN. -P Q 18" , ° a° �41 E NOTES: a 4 p NON -SHEAR WALLS. --- 0 •I ° \° ' ' / • - - 7. L 5X5X1/2. U.N.O. --- -- - ^ ° I 1 #4 @ 24" O.C. - SEE DETAIL #1 FOR LEGEND AND ° O 6" MIN. A 8. BOTTOM OF POST. 1171 l�� lll.l111111 ai - ♦ 6" INFORMATION NOT SHOWN. 4 -Ill ° BEND ARS IF REQUIRED 1,! 48 a ° IO AP MIN. BAR DIAMETERS. W s „�, - 1. ROUGHEN SLAB CONTACT %• \\ NOTES: a 2). 1�_ 0000 ©© SURFACES TO RECEIVE CAST I ���� �l I °° O / / O ° _ - Q '\• Eo a L_- g O -ON SLAB 2ND POUR %�j\�/j� - M O d D D - - WHEN DECK IS ADDED AFTER 0 M - - - 2. ALL A.B., HD.B. & STRAPS \i�, CONSTRUCTION OR DECK a LOCATE #4 BAR ° O 1 Z ` " ,� H EQ EQ ° _ \i/\\\\ SYSTEM IS NOT PROPERLY ♦ 1► RM. FOR MIN. EMBEBOINTO FIRST I l - - - -11 - - _ r _ _ _� D . J CONNECTED TO THE BUILDING , cn POUR OF SLAB OR FOOTINGS I ° ♦ ° ♦ - _ a FOR LATERAL FORCES, USE 10 - a - - ° °� PER PLAN p a ° Z �U 3. SAND BASE MAY BE a a ° II a w DETAIL "B". 1.5 le 1.5 le 3 O� I • - ° ° D �___li w D Q B B E REPLACED W/SOLID CONC. ° \ < MAX. 8" I 11I\,. 11,1�l1� 1i H^ I�I,� ° a 1L �� r J/ 0_ 0 0 AT CONTRACTOR'S OPTION ♦ // JJ Jl /\�/\\A ;//;/\/\ • /\// 0 0 W - WHEN DECK SYSTEM IS PROPERLY SECTION E-E B O SB/SSTB BOLTS INSTALLATIONVMS 4. 4" THICK MIN. BUILT-UP SLAB I a ,//, ��\\�� ,- a a\i/ / \!\\/� °\\\\\ CONNECTED TO THE BUILDING @ SW @EXT. FOOTING III II IIIIIIIIIIIIIII • OVER COMPACTED MOISTENED Ij/\\ �\ \ �y/y/y/! i / / / / �!< ° ° j/ ° ° j\/ FOR LATERAL FORCES PER y /\y 11 /\ j 1 \ /'/i \ / < SAND BASE. #�4 HORIZ. \\!\\<1 r\ \//,K a° ''�% ° ° ° \'\\ EITHER DETAIL 4/SD2 OR 14/SD2, !A !A A \\ \� \ < /zi ;� \\ ' ' a #4 REBARS 16" O.C. EA. WAY - ° ° v/ ///\//\//\//; ///// Co ° ° USE DETAIL "A". NOTES: . @ a °O 24" O.C. 2 ✓ 11 � �, 3O SEE LAN r 1 - WHEN POST LOAD BEARS @ '>�//i\/,\\ /\ ° j,< ° O3 a \\i��/////\\i/\, \j/7//�j�/�/��//\/j\�A/, ♦ • ° w SEE PLAN I .( CAST MIN. ON 24' SQ. SLAB, ALL THICKEN THE WAY CONC. TO a, \..\.\\ \\ \ /�i \�\\\\ \ ° a DETAIL "B" DETAIL "A" 11'•' 1 - I LOWER SLAB. ° • 6" 6" � Z 6" 6" 15" MIN. WALL W/ W U, ( .N.O.) F - SEE DETAIL #1 FOR LEGEND I I 'Co I I I @ �=� - RAISED CURB e, & INFORMATION NOT SHOWN PARTY WALL TO FOOTING AT DECK 68-160808 1 8 a, a . aPOST ^ •1a ' a BUILT-UP LAB 1 STEP ATCONCRETE LABD5099-110301 INTERIOR BEARINGF0 0 TIN GD5096-131107 a ii/ ® D5135 ^ I I , II a a a .l I NOTE: 1. MULTI - STUD OR 48 db ® I � a a .1 ® FOR MISSING DETAIL 16/SN-3. "CB", SEE POST PER PLAN. 2. SIMPSON COLUMN BASE 24" MIN. ° �!' LI' C / PERPLAN. ♦ ® 3" BATTER 3. MIN. "V" BQAR (V NOTES: CoENT v a 12"Al2" THRU STIRRUP ° 1.5 le 1.5 leB F ' 'Iii O BASE. 0E/ ST PER PLAN 1. ILLL PLATE 2. SILUMN a a "S" SHOULD BE MAX 18" 4. (02) #4F W PER PLAN. 5. PLATE & ANCHOR BOLTS 3. ANCHOR BOLT. SEE PLANS NOTE: 1.5 "S" FT'G. REIN'F.00 "D" IS DEPTH FT'G. SECTION F-F BO SB/SSTB BOLT INSTALLATION .:I © WHERE OCCURS. FOR SIZE AND SPACING O „ O SEE DETAIL #1 FOR LEGEND ° ETAIL OVERALL OF ♦ @ SW @ INT. FTG/SLAB 6. PAD FOOTING PER PLAN. 'I� '� ♦ ♦ 4. 3" CLEARANCE. TYPICAL & INFORMATION NOT SHOWN. ° BEND REBARS IF REQUIRED LAP ♦ 7. TOP OF CONCRETE SLAB 5. ADD #4 BAR BENT DOWN dO 0 ° & MIN. 48 BAR DIAMETERSz 1. REBAR PER TABLE, CENTERED @ "HD" 10. 20 5/8"FOR SSTB24, 24 7/8"(MIN.) FOR SSTB28. - - - WHERE OCCURS. O 3 11 © O INTO FOOTING AT CURB 6. 7'-0" TO THE BOTTOM OF 1. ISOLATED SLAB FROM STEM REINFORCEMENT TO MATCH (BEND REBAR @ CORNER). 18" FOR SB 5/8x24, 24" (MIN.) FOR SB 7/8x24 and SB1x30 - ° THE HEADER (U.N.O.)). ♦ ♦ WALL MATERIAL) (USE 1/2" FIBERBOARD ilik. �' FOUNDATION DETAILS. FOR COND. B, LOCATE TOP REBAR 11. USE 16d SINKER NAILS. 0 148"x3 1/4" FOR HTT4 & HTTS. S ' Co 1 0 a ) 7. TOP OF SLAB AT GARAGE C P P oo z 3" TO 5" FROM TOP OF CONCRETE. - i i ,11 O ) z z. 2. SIMPSON PAB STD. STEEL BOLTS PER 12. FTG WIDTH (13" FOR 7/8'0 BOLT, 9" FOR 5/8"0 BOLT). ) WALL. - ♦ IIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIII © 8. TYPICAL CONT. #4 TOP AND SCHED. (ALL THREAD A307-C/A36 RODS 13. EDGE OF DEEPENED SLAB/FTG FOR HOEDOWN @INT. SHEAR 14. BOTTOM OF SLAB. \ \ \ \\ p \ � .:I -- BOTTOM (U.N.O.) 9. 6'-6" TO THE BOTTOM CAN BE USED IN LIEU OF PAB BOLTS). 15. TOP OF DEEPENED EXT. FTG FOR PAB BOLT INSTALLATION./�/\�/\�/ ♦ /\/\/\/\ \\\\ 4 O ° a n0 OF THE HEADER ° 3. CONCRETE STEM/FOOTING 16. BOTTOM OF EXT. FOOTING/ MAT. ;\/\/ !/\\\/ o ° /\/\/\/ \/\\!/�/� - a a e 10. 7" CURB MIN. °a a i! D51 15 WIDTH �8" MIN. FOR 7/8"0 BOLT, 6" MIN. 17. EDGE OF EXTENDED/ENLARGED EXTERIOR FOOTING. '\/i /' 1 J) a ° ILA 0 7O 11. 1'-10" MIN. \'\\\\\/\\ ///i, ° ° 0 FOR 5/8'0 BOLT ENTIRE EMBED. LENGTH. 18. FOR ANCHOR BOLT LOCATED LESS THAN 1.5 IeB FROM o - ``� ° D D / /\ \\\ \\ 4. SB/SSTB BOLTS PER SCHEDULE. CONC CORNER/END, EXTEND THE FTG AS FOLLOWS: 0 o U u 1 \!�\ O STEPPED FOOTING 19 5. DOUBLE HEX NUTS WITH WASHER. CORNER COND. THE REMAINING BALANCE OF 1.5 IeB D a ♦° NOTE: - a ' SEE SCHEDULE FOR SIZES. - , ° ' a ° a MAX.), INTO THE RETURN FOOTING. 0 ` \ 0 �^ 4x4 POSTS CAN BE REPLACED WITH 2-2x4 6. EXTERIOR FOOTING 7. CONCRETE CORNER. EDGE. �16" ND. COND. -FOR SB/SSTB LOCATED AT LESS THAN D. D Jl ° J1 AS LONG AS NAILS ARE MAINTAINED WITH • a 1.5 le FROM CONC FOOTING END, THE EXTENDED ° 8. CONCRETE END. B 3 �� D ° v_ MIN. EDGE DISTANCE AS REQUIRED BY THE ♦ FOOTING PER SEC. E-E & SEC. F-F, ENDS AT WHERE / a MANF. SPEC. & S.W. EDGE NAILS STAGG 8" 3" jr 9. WIDEN FTG. WHERE OCCURS, SEE DETAIL #1. CONCRETE FOOTING END PER PLAN. SEE PLANS CLR © a a .6^ ON BOTH STUDS. @ VENEER, MATCH ITS THICKNESS & NOT TO BE LESS THAN 3". D5002N2 -- w ; NOTES: 1. FINISH 2. BACKFILL GRADE. TRENCH EXCV. 4. CREATE PIPE SLEEVE 2" LARGER THAN PIPE.' N.- - SEE PLANS FOR HOEDOWN TYPES. SEE DETAIL #1 FOR LEGEND & INFO NOT SHOWN. R COLUMN BASE D5023-1 1 090 1 14 R RAISED CURB D501 7 EXT. BEARING GARAGE CURB PER 3. BOTTOM SOILS REPORT. OF TRENCH EXCV. 5. FOR VERTICAL PIPES: 2X4 WALLS - MAX. PIPE SIZE IS 3". HDQ8 , S C HTT5 HDU I iG' I - FOR MISSING OR MISLOCATED HOLDOWN, SEE DETAIL 18/SN-3. - REFER TO MANUFACTURER SPECIFICATIONS ° NOT LINE. TO EXTEND BELOW THIS 2X6 WALLS - MAX. PIPE SIZE IS 4". .� FOR INSTALLATION INFORMATION NOT SHOWN. - WHEN 3-2X MEMBER IS USED FOR HDQ8 & HDU, , i 1/4"0x41/2" SDS SCREWS SHOULD BE USED. _ NOTE: flI I- �IIII J��� � � HEAVY HEX ANCHOR NUT IS REQUIRED ON LOAD � \ SEE DETAIL #1 FOR LEGEND & ' ,- I s `\ TRANSFER PLATE FOR HDU11, HDU14, HHDQ11, & HHDQ14 HOEDOWNS. �� ^ a INFORMATION - NOT SHOWN /�itr j\ °/4 1 O 3 O © NOTES: �� I - FOR HD12 AND HD19, USE 6X6 POST MIN. �� 0 ( b ^ i 1. SEE DETAIL #3 ♦ 1. 3"X 3"X 1/4"X 30" LONG bO 0 I ° a MIN. 1 I CONTRACTOR IS _ 0 0 ° CONC. CURB 2 1 I 1 - (COND. A) PAB BOLTS (COND. B) SB/ SSTB BOLTS 5 i+� STEEL ANGLE _ ^ BEYOND _ RESPONSIBLE FOR REBARS x 8' 0" �� ��� O yz, /i���ii %iii // . TRENCH PARALLEL 1 PROPER SHORING SIMPSON PL. WASHER CENTERED 2. 3/8" DIA. CARRIAGE ♦ ..O DRIVEWAY /� U FOOTINGS ' © WHEN REQUIRED. FTG EXTENSION (2) NOTE: ° I SLAB HOLDOWN SIZES F MIN IeA SIZE MIN. SSTB SB HD* - BOLTS ♦ _ ♦ FINISH 18" HTT4/HTT5 PAB5 10" 6"x1 3ix1 3" SSTB24 SB5/8x24 2 #4 T& 2 #4 B O O - _ +I\/ /\\ GRADE - MIN. SPACING OF 2 a a a N 6 SEE DETAIL #1 ABOVE FOR ♦ :! SSTB28 SB7/8x24 3. SHOVEL FOOTING _ ♦° LEGEND &INFORMATION NOT a 10'-0" MI OF VERTICAL HDU8 1 ALT. 1 #5 T& 1 #5 B O O 0 • ` SHOWN a PENETRATION IS 6". PAB7 132" 9"a"x22"x22' a III I 0 �1J �]MT l�l lJ� HDQ8 SSTB28 SB7/8x24 SEE SECT. E-E 4. 12" CONCRETE EMBEDMENT I- Q - `�' l e� ♦ ♦ �I I �1 ° HDU11 &SECT. F-F ENLARGED ♦ 2 C9 iv TIE BEAM REBARS TO CONTINUE ��% //\\/ ° w II - ��� \ 111111111111. 4 TOP & BOT. 1 EDGE OF Fl , (3" CLR. U \\/\/ ,/, /\/\\/\\/ m °' O SB1x30 (4) (4) PLAN VIEW 5. 2X4 P.T.D.F. MEMBER z INTO EXTERIOR FTG'S MIN. 24". , / J1 a / ' / / HHDQ11 p - \ �_ Q ♦ \ \\\ ° Z HDU14 PAB8 16 2" 11"2"x2 4"x2 4" ALT. (2)#5 T& (2)#5 B a ,//�/// C° Z ° �° HHDQ14 N./.A. ♦ 6. 2X4 P.T.D.F. PLATE (NOTCH AROUND STEEL ANGLE) = a a in LOWER TIE BEAM AS NEEDED. ° 4 ° a / \ �" s"x3"x3 �' o p a �d Q \�\/ o HD12 PAB9 19" 12 z �s a a w • ADJUST EXTERIOR FTG'S @ TIE a ADD (2) #4 X 4' LONG COMPACTED HD19 PAB10 22" ��� 14 2 5„ 1�� $ x3 z ��� x3 z N./.A. N./.A. N./.A. 3 #5 T& 3 #5 B O O ���� ;j/;A/jA�/VA/VA;v�;�� \�\�\ ��� \/\i BEAM LOCATION FOR REBAR ° ' CENTER @ PENETRATIONN FILL 1 '\\//\<o /\// ♦ ♦ DEVELOPMENT. O\/\ " CONT. FOOTING RE NFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT O > I\// 3O a J IF BAR SIZE ARE SAME AS THOSE REQUIRED PER SCHEDULE; OTHERWISE, BARS PER x `, 12" TRENCH PERPENDICULAR TO FOOTING SCHEDULE ARE ADDITIONAL. D5104 D D5014 W �► W RTYP. TRENCH @ FOOTINGS D5117 20nTYP. HOEDOWN INSTALLAT101�5107C_18020116 PONY WALL 15 TIE BEAM 9 HOUSE TO GARAGE/APRON D5097N G GOUVIS cnmulting group, rarc ] 5 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects CITY OF LA QUINTA 139fL�`TIIIQ�:DIVISION La @IY1 NED FOR Riversidt0DE CA COMPLIANCE 02/11/2022 - 1 NO. DATE DESCRIPTION SHEET NAME: STRUCTURAL FOUNDATION DETAILS PROJECT NUMBER: 65758 ENGINEER: GE DRAFTER: GE SHEET NUMBER: SD-1 ISSUED DATE:05/14/2021 1. ROOF SHEATHING. 1 2 3 1. EDGE NAILING. 2. ROOF TRUSS. ` 1. CS16 OVER SHEAR PANEL OVER 2. ROOF SHEATHING. 1. SIMPSON STRAP PER TABLE 1. TIMBER STRAND, LSL OR 4X O DRAG STRUT W/ E.N. PER 14 3 10 O 10 1. ROOF SHEATHING. O © 0 © 2. TRUSS BY MANUFACTURER. '' ' ' ' 3. OVERFILL RAFTERS. 1 O 30 2 7 30 (2) ROWS OF NAILS FOR EA. :��� 3. EDGE NAILING. i v / �' �' �,\ ' • . 2X BLKG W/8d 2 1/16" 0.C. @ o 0 ���� o PLANS. IF NOT CONTINUOUS ® 3. RSRS 03 NAILS AT 6" O.C. EXTEND ONTO HDR. OR WINDOW �� �� �� ��STRAP. ° a o a o a SPLICE PER TABLE BELOW. B.N. U.N.O. 4. 2X BEVELED BLKG. IF / SILL & ACROSS SHEAR PANEL 4. SHEAR/ GIRDER TRUSS PER o 4. 2X FULL HEIGHT BEVELED BLKG. IS NOT BEVELED, \ / TYP. EACH CORNER OF OPENING. MANUFACTURER. 2. SIMILAR CONDITION(FLUSH 2. PLYWOOD SHEATHING W/ E.N. o BLKG. (IF BLKG. IS NOT BEVELED SEE 13/SN2. \ 20 O 10 / ALT. INSTALL OVER 2X MIN. BLK'G ABOVE & BELOW OPENING 5. 2X BLKG. W/ 16d's SINKER BEAM/ JOIST (S). ALONG DRAG LINE. ° ° ° o ° ill SEE DTAIL 13-SN2)IF BLKG. u v 0 0 o _daleNOT TIGHT FIT, SEITEM #15. 5. SHEAR TRUSS TO TRANSFER FULL LENGTH OF SHEAR PANEL). 2. DOUBLE 2X TOP PLATE. NAILS AT 6" O.C. SEE DETAIL 13/SN2 FOR NON- BEVELED C iC i 3. SPACING AND END LENGTH SEE TABLE. ALT. CONDITION 3. SEE TABLE BELOW. 1 1 ° 5. DBL. TOP PLATE OR BEAM. 200 PLF FROM TOP CHORD , / yvy a( 6. SIMPSON A35 SPACING 3. 2X STUD PER PLAN. BLOCK. I L=■ IM TO BOTTOM U.N.O. O 1 4. ALT. LOCATION. i ma PER SW SCHEDULE 0 C 5 O 4 0 4. SHEAR PANEL TYPE PER PLAN T 4. POST OR MULTI STUD, SEE SHEAR SPACING T T T T T T T T T T T T T T T T T T ® (AT NON WALL, 6. 16d's @ 4" 0.C. STAGGERED. ALL AROUND OPENING. PROVIDE 6. MANUFACTURED TRUSS W/ PLAN. 0 5. 4X DRAG STRUT. ALT 2x ♦ IS 48" O.C. MAX.). FOR VENT i' / ` ` B.N. AT BLKG & EDGES OF APPROVED HANGER. CS16. O 12 BLOCK SEE DETAIL 1A/SN 2 7. SHEAR PANEL PER PLAN / SHEAR WALL. 5. DBL. TOP PLATE. - FLAT @ ® 7. SHEAR PANEL TYPE 2 TYPICAL 0 5. CONT. STUD/S OR POST W/ B.N. 7. LINE OF BLKG. INSTALLED OUT ON PLANS) BETWEEN 1 8. 2X BLOCKING & W/HOLDOWN PER PLAN AT ^ BY TRUSS MANUFACTURER 6. BEAM OR JOIST (S), W/ LINE 6. 2X FULL HT. HEAD IF REQUIRED. 0 0 0 1 (U.N.O. TRUSSES. OUTSIDE EDGES OF SHEAR PANEL AND TO TRANSFER 250 PLF 0 OF EDGE NAILING SEE PLAN. 8. SEE PLAN FOR TYPE AND 9. A35 8" O.C, SEE 1-SD2 :: & EDGES OF DOORWAYS. TO TOP CHORD. IF GIRDER �� FOR ORE INFORMATION : / 6. HEADER PER PLAN. 0 © 5 O TRUSS IS NOT DESIGNED TO 7. CONT. JOIST OR BLOCKING, STRAP SHOULD BE CENTERED LOC. OF SHEAR PANEL ON 2X STUDS AT 16" O.C. MAX. 6- :• 7. WINDOW SILL WHERE OCCURS. TRANSFER THIS LOAD, 0 SEE FRAMING PLAN. -■ @ SPLICE POINT. 9. ALT. LOC. OF SHEAR PANEL. 10. STUD PER PLAN :. :; .. a. 8. NAILING/SCREWS/BOLT APPLY SHEAR PANEL 10. 2X FULL HEIGHT BLOCKING. 7: a PER PLAN. TYPE 2. NOTES: �� DRAG STRUT. 11. TYPICAL BOUNDARY NAILING O f 4 r f f 0 i MIN. 3 1/2" WIDE MEMBER STRAP NAIL SIZE & CAPACITY 0 9. STAGGERED FACE NAILS PER ►� QUANTITIES LENGTH 7 O 3 O 16 O 13 0 12. SIMPSON "HI" EVERY TRUSS @ " NOTE 5 OF DETAIL 2/SN3. FOR CONDITION C &D. 0 0 "LGT" REFER TO 17/SN2 FOR CS16 A CS16x36" (32) 8d BOX/SINKER 1700# 8' 0" U.N.O. USE FOR GIRDER TRUSS, O 10. PANEL EDGE. WIDTH OF "LGT" TO MATCH 11. USE (2)CS16 W/ (2) 2x or 4x BLKG NAILING PATTERN. * MIN. 1/2" SPACING BETWEEN B ST6236 (40) 16d SINKER 3230# 14' 0" NUMBER OF PLYS OF G.T. C MST48 (50) 16d SINKER 4460# CONTINUOUS 13. © AT KEY NOTE 15A $ ROWS OF NAILS. / 8 u ABV. PLATE CAN BE REPLACED 6 D MST60 (66) 16d SINKER 5653# CONTINUOUS W/ PRE FABRICATED FULL DEPTH 1 CIO ® STRAP END LENGTH NAIL SIZE AND SPACING CAPACITY O BLOCKING. =I � NOTES: " r �'i INSTALL HOEDOWN ON RETURN A CS16 3�-0° 8d BOX/SINKER AT 4 1/8" 1700# - 14. 2X RAFTER TAIL W/ MIN. 3 0 - WALL @CORNERS WHEN B* CS16 3'-0" 8d BOX/SINKER AT 4 1/8" 3400# DRAG DETAIL 4� ¢ LAP W/ 16d's 6" O.C. STAGG. OR TRUSS TOP CHORD. (2) N O CO 18">♦ APPLICABLE. \ /J D0034 1 00920 15. MAX. GAP BETWEEN BLK'G. & O 0 ♦ 10 USE FULL WIDTH BLK'G. &I FAIL C CMSTC16 6'-0" 10d BOX AT 4 1/2" 4585# �► TOP PLATE FOR HI TO 1/2" WINDOW SILL FOR STRAP ON D CMST14 6'-3" 10d BOX AT 3 1/2" 6490# _~ & FOR A35, TO BE 1/4". / BOTH SIDES OF DBL. SIDED �° o 16. 2X BEVELED BLKG. SEE SHEAR PANELS. 1. BM., SEE PLAN (MIN. DEPTH 12"). ' - VN D Q 0 13-SN2 IF NOT BEVELED. - NAIL BOTH PLWD. PANELS0 _ STRAP EACH SIDE 17. OF HI. SHEAR TRANSFER 18 p ONSAMEMEMBER. REFER TO 17/SN2 FOR CS16 SHEAR TRANSFER 11 DRAG DETAIL 2. OF BEAMN OF TO POST. 0 011 NAILING PATTERN. R D0044 1 00920 R100920 D0032 1 00920 ��� 3. POST, SEE PLAN. 12 0 0 0 80 1. ROOF SHEATHING. _ _ _ _ _ -_ �_^ .�F `•�_• . 0 1. ROOF SHEATHING 2. EDGE NAILING IIII 4. ALT. TO MSTA12 STRAPS, USE 1111 u 2. ROOF TRUSS. 3. H2.5 48" O.C. TYPICAL 2X KING STUD EACH SIDE �, ��-�OF 4. 2X BEVELED BLK'G. W/ 16d BEAM TO POST & NAIL X X 3. EDGE NAILING. `� © @ 6" O.C. IF NOT BEVELED, s , W/ 16d'S @ 16" O.C. TO POST =` :.II: SEE DETAIL 13 SN2 & MIN. (5) 16d'S TO BEAM. 4. 2X BEVELED BLK'G. IF11C� ai. g: O © 5. TYP. TRUSSES PER TRUSS 1. 16d SINKER NAILS AT 8" O.C. NOTE: ®SHEARTRANSFERDETAIL BLK'G. IS NOT BEVELED, MANUFACTURER 0 1 NAIL SPLICE (5) MIN. EA. SIDE OF SPLICE w SEE 13/SN2. _ _ f f O 6. SHEAR/ GIRDER TRUSS © ADD SHIMS AS REQUIRED. D0022-1 8091 2 O U.N.O. & PER TABLE BELOW. -'` 2 ° DESIGNED BY TRUSS 2. TYP. STUDS AT 16" O.C. IF IF THERE IS DBL. TOP PLATE 5. SHEAR TRUSS TO TRANSFER ° ENGINEER WN. BM. & POST, INCREASE ,' 3. LOCATE STUD UNDER SPLICE 200 PLF FROM TOP CHORD 7. TRUSS/ JACK TRUSSES OR PROVIDE 2X BLKG. LENGTH OF STRAP TO O 0 O 12 O - - 9 4 2 t TO BOTTOM U.N.O. �� g 0� �' 10 0 II W/APPROVED HANGER BY TRUSS MANUFACTURER 3 ATTACHED TO ADJACENT STUDS W/ 16d'S EACH SIDE. ACCOMMODATE. - FILL ALL STRAP HOLES WITH �I X /V , ,�ME 3 (3) NAILS. L 10 6. 16d's @ 4" O.C. STAGGERED. 0 10 � 8. LINE OF BLK'G. INSTALLED 4. NUMBER OF NAILS SPECIFIED BETWEEN TRUSS li / ' ° °- BY MANUFACTURER SPLICING POINTS PER TABLE BELOW. C5 O i 7. SHEAR PANEL PER PLAN. -7- �� ` �� & TO TRANSFER 250 PLF TO f ° �0�� `. �- ....... 1/8 `' © © 5. SIMPSON STRAP PER TABLE BELOW.Y =rr; - e_. O TOP CHORD OF GIRDER. 6. SHIM AS REQUIRED. STRAP OVERALL LENGTH I o o © 8. CALIFORNIA FRAMING. Ili IF GIRDER TRUSS IS NOT �' EQ. EQ 7. CONT. LOWER PLATE @ WALL. EA. SIDE CAPACITY OF EACH STRAP �� ; �� ; �' DESIGNED TO TRANSFER 8. EXTERIOR WALL. PROVIDE FULL HT.2 A MSTA12 12" %' 9. EQUALLY SPACED A35's SEE LOAD, APPLY PLWD. TYPE 2. TTTTT TTTTT STUD TO RECEIVE STRAP NAILS. © PLAN FOR TOTAL NUMBER )\ 4 0 9. 2X CONT. NAILER OR TOP . \ _ _ O 0 9. ST22 STRAP. B (1) CS16 2900# 24" 11 ,� REQUIRED ���� CHORD OF TRUSS W/ 16d's L/i `� �' �� ,' i FI @ 6" O.C. O NOTE: SIDE VIEW END VIEW C (2) CS16 5600# 24" 10. O 21 i/ 2XBLOCKING ,' 10. ALT. LOCATION OF PLYWOOD FULLY NAIL STRAP W/ 16d i Ni� TYPE 2. STRAP SPLICE SINKER OR 10d COMMON -- y� i 11. ALT. LOCATION OF SHEAR 0 1 0 0 0 u © 11. 2X FLAT BLKG. NAILS SHALL BE STAGGERED �'� n I 14 II _ 15 PANEL PER PLAN. POST & BEAM CONNECTION (- 0 0 O 6� &ATLEAST21/4"APART. ® _ �� I 0 �� j _ D0028 00920 I . Mg ®® 44 4 ° i 0A. (0 © It e e. s... ... .. .. ... .. �..� O ;41111 S°- 0 ri __ _ .... .. ` _' - - `� - �� NON LAP CHANNEL 1. R/R OR TRUSS PER PLAN. �' \ ' r n ALT. CONDITION �_ 2. ROOF SHEATHING �� < ___ '� © O CONDITION 0 �� 0 3.(3)MI116d's ARD �� ,_______ ----- '� ALT. 111-1-..Mi:: i� 5'� •0 PLATE SPLICE AT TO EACHROOFW/ .� 1 11 i SLOPING CONDITION B.N. FRAMING ELEMENT. \ �� ,,�,- 0 O• =,I- 10 i : `a1 i I�Wa®rAN A B C D E F G ®°t ® 4. 2X R/R @ CA. FRAMING. I 1. BOUNDARY NAILING. f USE 2X4 @ 24"O.C. FOR MAX. 2. NOTCH TRUSS TOP CHORD OR I�l 11 NO. OF 16d SINKER 10 16 22 24 32 36 42 3 2 0 0 H1 © 4 11 0 OR 90 MIN. PLATE LAP 4 FT. 4 FT. 6 FT. 6 FT. 8 FT. 8 FT. 8 FT. ' ° SPAN O.C. OF 6'-0" & 2X6 @ 24" FOR MAX. SPAN OF 10' 0". RAFTER WHERE OCCURS TO RUN VN24 �O== ALT. STRAP W/ 16d SINKER ST22 ST6224 ST6236 MST37 MSTC52 MST60 CMST12x72" ° ° 141 & TOE NAIL W/ (3) 8d's. 2X FLAT OUTRIGGERS @4' 0"O.0 FOR EAVES UP TO 12" & 2' 0"O.C. , 5. 2X6 8'-0"O.C. PURLIN & 2X4 KICKER MAX. TOLIMIT @ UNSUPPORTED HEIGHT SIZE FOR EAVES UP TO 24" DO NOT OVER CUT. NAILW/(2)16d's@ SHEAR TRANSFER 19 @ SHEAR WALL 15 SHEAR TRANSFER 12 ATYPICAL R SPLICE TOP PLATE g �� R/R SPAN @ CALIF. FRAMING. I i LESS THAN 14' 2X4 EACH END. ,OPENING GE1 001 2021 7 R D01 03 100920 D0083 1 00920 6. ((1 BAY VENTILATION WIDTH X 30" ACCESS �� LESS THAN 20' 2X6 3. ROOF SHEATHING W/ LINE OF O & OPENING PER O411? LESS THAN 24' 2X8 E.N. @BLOCKING. NOTES: 1. CS16 STRAP TO BE APPLIED O 3 © 4 1. ROOF SHEATHING. ARCHITECTURAL. PROVIDE 2X �y---- 4. BRACING MEMBER FOR TRUSS 1. ROOF SHEATHING. 2. E.N 3. ROOF TRUSS PER PLAN REFER NAILING TO PATTERN. 17/SN2 FOR CS16 OVER ENTIRE LENGTH OF LINE OF BLOCKING MIN. (3) NAILS TO BLOCK. SEE PLAN FOR EXTENT EACH OF 2. ROOF TRUSS. 3. EDGE NAILING. 4. 2X BEVELED BLKG. IF 1. 2X 2. EDGE 3. 2X BLOCKING. NAILING. BEVELED LEDGER W/ © BLKG. OF ROOF OPENING. & BOUNDARY NAILING SHEATHING AROUND I ��- -- -�� DEEPER THAN 4' 0" PER TABLE BELOW. 5. (3)16d's EA. END OF TRUSS TO BLK'G. CO 4. 2X BEVELED BLK'G. IF STRAP TO EXTEND ON ALL LINE OF BLOCKING AND SHEAR BLK'G. IS NOT BEVELED, 10 ® O (4� 16d's PER STUD U.N.O. 1 7. PREFABRICATED VALLEY 41�M _ LEMI 6. 2X FASCIA BOARD WHERE OCCURS. I O © BLK'G. IS NOT BEVELED, BLKG. (MIN. 3-BAYS). TRANSFER DETAIL TO DOUBLE TOP Ai SEE 13/SN2. O I NOT BEVELED, SEE TRUSS PER MANUFACTURER. 'ems =� 7. 2X4 FLAT STRONG BACK SEE 13/SN2. USED b DOUBLE BLOCKING OR FLAT PLATES. �� 5. GIRDER TRUSS/SHEAR TRUSS DETAIL. 13/SN2). CONNECTION DETAIL FRAM'G. @ RIDGE 8. SIMPSON *VTCR CLIPSEA. @ I 1-----,, �t ACROSS MIN. 4) ROOF TRUSSES 5. A35 @ 24" O.0 BLOCKS FOR CONDITION B. 2. END LENGTH. 3 WHERE OCCURS. e 12 16 ( O ®CALIF. END OF VALLEY TRUSS WITH I �\ �,___� ` @ 8'-0" O.C. USE (2) 16d'S 6. SHEAR PANEL TYPE 10 U.N.O. - USE SINKER AT STRAPS. 3. PLYWOOD SHEATHING. 6. 16d's @ 4" O.C. STAGGERED.(5) �, \ 54. . H2.5A AT 48" O. FROM 10dX1 1/2 NAILS TO VALLEY �i I I 0 TO CONNECT TO EACH TRUSS. 7. 2X CRIPPLE WALL. 4. SHEAR WALL, SEE PLAN 7. SHEAR PANEL PER PLAN. LEDGER TO STUDS. SLIT THE 0 TRUSS & (4) 10dX1 1/2 NAILS I ' I = 8. LS50 SPACING PER of 8. 2X SHAPED SILL PLATE W/ *NAIL LATERAL VALUES BASED ON 5. 2X BLOCKING ON EDGE W/ E.N. OR - 8. CALIFORNIA FRAMING. /\� PLYWOOD TO INSTALL H2.5A . TO ROOF FRAMING BELOW. 0 (IDI I SW SCHEDULE (AT NON -SHEAR 16d's 4" O.C. TO BLK'G. SPF/HF. FLAT BLOCKING. 9. USE SAME SHEAR TYPE AS / v 6. 2X R/R OR TOP CHORD OF 0 WALL, SPACING 48" O.C. MAX). 9. SIMSON A35 @ 24" O.0 (U.N.0) 6. TRUSSES. ,� © BELOW. / \ TRUSS. o O O I I 1111 i OMIT IF PLYWOODIS NAILED TO 0 Lam© SEE SHEAR WALL SCHEDULE 0 0 © 7. TRUSS BLKG OR FULL HT BLKG @ 10. 2X BLKG. W/ A35 @ 8" O.C. 7. PLYWOOD SHEAR PANEL ` ' ' BOTTOM CHORD OF TRUSS. r FOR SPACING. SHEAR WALL LOCATION i� I OMIT A35's IF PLYWOOD IS 1 TYPE 2 ENTIRE WALL FROM 4I\ ____ 9. SHEAR PANEL WHERE OCCURS. ®�� MI 10. SEE PLAN FOR TYPE. �/ I �/ CONTINUOUS TO UPPER BLK'G. LOW ROOF TO HIGH ROOF ALT. ALT. 10. 2X BACKING W/ 8d COM @6"O.C. U.N.O. CL 6 0 0 o C 11. A35, SPACING PER SHEAR WALL \� FACE NAILS TO TOP PLATES. O ;IL__J0 �' T °T°° °T �' T°° T T ° �' T '� T" 000 O SCHEDULE (AT NON -SHEAR 8. FULL HEIGHT SHEAR PANEL F � { 11. STRUCT. GABLE END SHEAR ' WALL, @ 48"O.C. MAX.). 8O WHERE OCCURS. WHEN N N TRUSS TO TRANSFER 240 PLF X iop 6 4 9 O O O OUTSIDE, TO BE INSTALLED ^ FROM TOP TO BOTT. CHORD (U.N.O.). 60 PRIOR TO ROOF FRAMING. ()ilk SECTION C-C BRACE BRACE BRACE CONN. CONN. 12. MAX UNSUPPORTED LENGTH OF SHEARIF T PANEL IS IINOSTALL LENGTH SPACING SIZE AO 2X4 TO BE 6' 0". USE LATERAL il ON ALT. CONVENTIONAL 10 3 O O -, BRACING FOR LENGTH > 6'-0". EIM_© O SHEAR SHEAR NELPLAN. PANEL PER NOTE 7. CALIF. FRM'G (PLAN VIEW) 0 CALIF. FRAMING L=5' 8" 6' 0" O.C. 2x4 (6) 16d's H2.5A 13. SHIM AS REQUIRED. i O 111 ° I 9. MIN. (3) 16d TOE NAILS TO ICC ESR#2605 _ 4" 6' 0" O.C. (6)15. H2.5A 14. 1 A35 E/S OF EACH BRACE. 2X4 nT/ LEDGER. IF SPAN OF ROOFL-10' x16d's (2) 2 4 EA. BRACE EA. BRACE x24" LONG CENTERED @ O O v f * BRACE W/ (5)16d's TO TRUSS 7 i K / I! I 8' OMBUSE JOISTOHANGER. FRM G SHEAR DETAIL AS ALTERNATE TO H2.5A, USE H3, A34 OR A35. 16. 8d COM TOE NAILS @6" Q.C. Z6CALIF. 0�`_� 20 © 10. ROOF SHEATHING, ® 'I 0 �0025 1 009>0 17. FULL HT. BALLOON FRAME STUDS I 11. 8d COMMON AT 4 O.C. _� ° ° l` ° ° �� ( I/� @ 16" O.C. MAX. U.N.O. TO � (U N.O.) PER SHEAR WALL NOTES: BOTT. OF OUTRIGGER/GABLE ® SCHEDULE. 1. TYP. TRUSSES BEARING ON / 9 12. 2X 13. PLYWOOD STUD OR BM. PER PLAN. WHERE OCCURS PLAN 0 0 © WALL - DIAGONAL LOCATION BRACE CAN BE OMITTED OF INTERSECTING WALLS ND END TRUSS/SCISSOR TRUSS. SIZE PER SCHEDULE U.N.O. 0 - O VIEW WHEN FULL HT. STUDS USED TO BOTT. OF 18. SHIM AS REQUIRED. / n PER PLAN. APPLY PRIOR TO 2. TYP. TRUSSES HANGING FROM OUTRIGGER. 19. 2X FLAT BLOCKS W/ 16d's IA I// I i LOW ROOF INSTALLATION. GIRDER TRUSS OR BEAM�1 @ / / / !" i®I IFOR FLAT CONC. TILE ROOFING, ALLOW 4" O.C. TO PLATE BELOW. h © , ! ! O 1 - ROOF RAFTERS TO FLOAT AND NAIL TO 20. ALTERNATE COND. W/ ROOF STRAP END LENGTH NAIL SIZE & SPACING CAPACITY* 3. GIRDER TRUSS OR BEAM TOP PLATE AFTER ROOF IS LOADED TO RAFTER NEXT TO WALL W/16 0 7 11 �_ / A CS16 3'-6" (2) ROWS 8d @_ 4 1/8" 1700# OO , 8 OFFSET FROM CORNER. AVOID UNEVEN RAFTER DEFLECTION. d's)) @ 8" O.C. TO TOP PLATE. 0 O \� O 4. LINE OF BEVELED BLKG. W/E.N. 21.T20 TRUSTS BOTTM CHORD.NKER TOE NAILS BRACE VN91 �- OF ROOF SHT'G. SEE 13/SN2 IF - AT SIMPSON CONDITION B LOCATE H2.5APRIORTO NOT PLY16TRUd's SHEAR TRANSFER 20 ®DRAG DETAIL 16 SHEAR TRANSFER �00920 11 CONDITION A W/ PLYWD INSIDE INSTALLATION OF 2X BLK'G. 0 0.C. TTHEGIED. BAYS). GIRDER TRUSS g SHEAR TRANSFER DETAIL D0024 20808 G5 ♦ (MIN. )' D0015 131107 1. SIMPSON CS16 W/ (2) ROWS O 10 � © 5. ROOF SHEATHING 1. SEE PLAN FOR SHEAR PANEL. 0 0 OF 8d SINKER NAILS @ O �♦ _ O 0 'I I 2. ALT. LOCATION OF SHEAR 4 1/8" O.C. CUT TO FIT OVER ALL BAYS OF BLOCKING. T T T T T T ° ° 6. SIMPSON STRAP CUT TO FIT ON WALL AS SHOWN & /��vI ; ��I PANEL. WHERE APPLICABLE. 10 90 00 it �� -- , ACROSS ALL BAYS OF BLKG. _ 1 AS REQ'D. MIN. BAYS W/ MIN. 1. EDGE NAILING. I!rir v� 3. 4X6 POST MIN. AS SHOWN. ,� 2. TYPICAL ROOF RAFTER OR7 �' � © I I I I (4) (3) NAILS TO EACH BLOCK. ��i �i TOP CHORD OF TRUSS. NAILS PER SCHEDULE, USE �� 2. ROOF SHEATHING. (2) 4. 2X4 STUD (U.N.O.). A i 3. 2X FLAT BLK'G. W/ E.N. ® \, O SIDE VIEW ROWS OF NAILS EA. STRAP 3. SHEAR TRUSS TO TRANSFER 5. 16d's 3" O.C. STAGGERED SEE PLAN FOR NO. OF BAYS I �0 �� 6 2 7. END LENGTH & SPACING PER 200 PLF FROM TOP CHORD 1111 FORS EAR PANEL TYPE 5 , H USE 1/4"0x4" SDS @ 4" O.C. (MIN. 4 BAYS). % 12 illy*// \� ! TRUSS OFFSET TABLE BELOW. 0 TO BOTTOM U.N.O. „C„ 6. SHEAR WALL B.N. 0 0 0 4. HIP BEAM OR TOP CHORD OF HIP TRUSS. �`� r -' �� i �� / 0 9 0 8. PROVIDE 2X4X4'-0" MEMBER NEXT TO TRUSS AT CONDITION1 NAIL @ 0 •/ ��i 1 0 O-1 4. SEE PLAN FOR TYPE. 5. TYPICAL TRUSSES. 5. DBL. TOP PLATE OR BEAM. 4" 0.C. STAGGERED &16d'S FOR il ALTERNATE CONNECTION CONDITION C & D USE DBL. 6. A35'S EQUALLY SPACED PER 2 0 ,, O O 70 6.ALONG LINE OF DRAGROOF SHEATHING W/ S E.N. 0 10 v TRUSS W/ NAILS @ 4" O.C. 0 O SHEAR WALL SCHEDULE6 NON SHEAR WALL, @ 48"O CT 7. END LENGTH. 0 T T T 9. DRAG TRUSS W/ LINE OF E.N. 01 MAX.). CONNECT A35's AFTER ROOF IS IN PLACE. �/ 10. LINE OF BEVELED BLKG. W/ ♦ 0 > O T TTTTT T Ji J�^Ji J1 Ji J1 13/SN2 10d COMMON NAILS TO PLATE A CS16 1700# 3' 6" & TRUSS. USE SAME SPACING M \�� 10 2 O ♦ ♦ NOTES: ..ML B* (2)CS16 3400# 3'-6" ' L SIDE AS EDGE NAILS OF SW TYPE I - II- VIEW IF DRAG TRUSS IS A JACK BELOW. 0, - rAbill ��O g0 TRUSS, PROVIDE PLYWOOD©ra CI � ���'�i TYPE 2 FROM TOP TO BOTT. 8. ALT. LOCATION OF A35 IF *ADD 2"X4"X48" LONG TRUSS IN LINE CHORD. TRUSS IS OFFSET. © 0 0 �� �� II MEMBER TO RECEIVE 2ND. " ! 0 -.- O.C. & NAIL �T/O �� �i i �� �� END NAIL SIZE AND USE DBE. BLKG. FOR II II STAGGEREDCS16 RO16d's OF STRAP LENGTH SPACING CAPACITY** CONDITION B, C & DPMI 0 0 RAFTER/TRUSS TOP CHORD. 6 O 12 - A CS16 3' 0" 8d BOX/SINKER @ 4118" 1700# REFER TO 17/SN2 FOR CS16 111 * REFER TO 17/SN2 FOR CS16 _-' _ B (2) CS16 3' 0" 8tl BOX/SINKER @ 4 1/8" 3400# NAILING PATTERN. g, p O 0 NAILING PATTERN. 13 % C* CMSTC16 6'-0" 16d SINKER @ 4 1/2" 4585# * APPLY ONLY AT TRUSS IN ALTERNATE CONNECTION LINE CONDITION. PLAN VIEW I� D* CMST14 6'-0" 16d SINKER @ 3 1/2" 6490# 4" MAX. ** NAIL LATERAL VALUES ** NAIL LATERAL VALUES BASED ON SPF/HF. CONDITION B W/ PLYWD OUTSIDE „ BASED ON SPF/HF. OFFSET 21 ® CONNECTION DETAILS �21G2 00920 17 DRAG DETAIL J�11 �G�2J 14 ® HIGH TO LOW ROOF DG,�2 G,10 ® DRAG DETAIL -110906 7 SHEAR TRANSFER D0012 100904 G GOUVIS cvnrsuttinggroup. inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 11/30/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECT OF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas DEVELOPER: ARCHITECT: Bassenian Lagoni Architects CITY OF LA QUINTA 4' 1' DIVISION La c gi) IED FOR Riversid�ODE CA COMPLIANCE 02/11/2022 - 1 ATE NO. DATE DESCRIPTION SHEET NAME: GENERAL DETAILS & NOTES PROJECT NUMBER: 65758 ENGINEER: GE DRAFTER: GE SHEET NUMBER: SD-2 LEGEND GENERAL NOTES CALGREEN NOTES A. GENERAL D. DUCTWORK ISSUED DATE:XX/XX/XX SYMBOL DESCRIPTION SYMBOL DESCRIPTION 12X24 mmmiummuu SA RA EA up O ® DN® 0 KEY NOTE RECTANGULAR OR FLAT OVAL DUCTWORK SIZE (FIRST NUMBER IS SIDE SHOWN) FLEXIBLE DUCTWORK DUCT SECTION AvvNECK SIZE/TAG IV AIR FLOW (CFM) AIR DEVICE MARK SA RA EA y RECTANGULAR DIFFUSER 'CA7 \ SA RA/EA SIDE -WALL MOUNTED SUPPLY GRILLE OR RETURN/EXHAUST GRILLE TYPE DESIGNATION SA RA/EA+ Jr. IC 71 ix, SA RA EA IC IC\ 71 1, 1 IG__J UPS DN 11 Di=d +I+ AIR FLOW DUCT MOUNTED SIDE OUTLET/INLET REGISTER BOTTOM OUTLET/INLET REGISTER (PATTERN AS SHOWN ON PLANS) OFF -SET UP OR DOWN INTERNALLY LINED DUCTWORK FLEXIBLE CONNECTION RECTANGULAR TO ROUND TRANSITION ELBOWS WITH TURNING VANES ACCESS DOOR HC - HEATING COIL CC - COOLING COIL PHC - PRE -HEAT COIL RHC - RE -HEAT COIL MANUAL VOLUME DAMPER JF BDD Jr IFDI FSD OPPOSED BLADE DAMPER BACKDRAFT DAMPER MOTORIZED DAMPER FIRE DAMPER FIRE SMOKE DAMPER FILTER LOUVER i S TS HS .7)21 EQUIPMENT TAG HVAC FURNACE HVAC A/C UNIT OR HEAT PUMP CEILING MOUNTED EXHAUST FAN STORAGE TANK HVAC ACCESS PANEL THERMOSTAT THERMOSTAT SUSPENDED TEMPERATURE SENSOR/TRANSMITTER HUMIDITY SENSOR/ TRANSMITTER PRESSURE DIFFERENTIAL SENSOR SMOKE DETECTOR POINT OF CONNECTION (P.O.C) DROPPED CEILING CONTROLLER CO SENSOR ABBREVIATIONS ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION AD BDD CFM dBA EA EF FC FD HP HSPF LAU ACCESS DOOR BACKDRAFT DAMPER CUBIC FEET PER MINUTE A -WEIGHTED DECIBEL EXHAUST AIR EXHAUST FAN FAN COIL FIRE DAMPER HEAT PUMP HEATING SEASONAL PERFORMANCE FACTOR LAUNDRY ROOM MVD NG OSA PDR RA RL RS MANUAL VOLUME DAMPER NATURAL GAS OUTSIDE AIR POWDER ROOM RETURN AIR REFRIGERANT LIQUID REFRIGERANT SUCTION RVD REMOTE OPERATED DAMPER SA SD SQFT SUPPLY AIR SMOKE DETECTOR SQUARE FEET 1. MECHANICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE (CMC) AND ALL APPLICABLE LOCAL CODES AND REGULATIONS WITH AMENDMENTS (LATEST EDITION). 2. ALL DIMENSIONS SHOWN ON THESE PLANS ARE APPROXIMATE AND MUST BE CONFIRMED ON SITE. 3. PROVIDE ANCHORAGE FOR ALL PIPING, DUCTWORK, AND EQUIPMENT IN ACCORDANCE WITH THE LATEST EDITION OF GUIDELINES FOR SEISMIC RESTRAINTS OF MECHANICAL SYSTEMS AND PLUMBING PIPING SYSTEMS PER SMACNA. 4. VENTILATION SYSTEMS DESIGNED AND INSTALLED SHALL MEET ASHRAE 62.2 REQUIREMENTS. 5. WHERE DEEMED ARCHITECTURALLY UNACCEPTABLE TO PROVIDE ADEQUATE DOOR UNDERCUT FOR PROPER AIR RETURN BETWEEN ROOMS, TRANSFER GRILLS SHALL BE INSTALLED AND COORDINATED WITH THE ARCHITECT. 6. WHEN SUPPLIED, DESIGN ENGINEER SHALL REVIEW AND APPROVE SUBMITTALS FOR ALL EQUIPMENT. IN THE CASE WHERE SUGGESTED SUBSTITUTE IS NOT ADEQUATE, SUBMITTAL SHALL BE RETURNED TO CONTRACTOR AND STAMPED AS "REVIEW AND RESUBMIT." SUBMITTAL APPROVAL CONFIRMS ONLY THAT SUGGESTED SUBSTITUTE HAS EQUIVALENT TECHNICAL PARAMETERS AND DESIGN CONSULTANT IS NOT RESPONSIBLE FOR ANY FINANCIAL IMPACT THAT THIS SUBSTITUTE CAUSES. 7. RESIDENTIAL HVAC SYSTEMS WITH CENTRAL FORCED AIR UNITS (FURNACES OR FAN COILS) HAVE LIMITED ZONING AND TEMPERATURE CONTROL ABILITY. THIS TYPE OF SYSTEMS ARE NOT CAPABLE OF CONTROLLING TEMPERATURES IN EACH ROOM INDIVIDUALLY. TEMPERATURES CAN BE CONTROLLED ONLY IN REFERENCE ROOMS WHERE THERMOSTATS ARE LOCATED. WHEN INDIVIDUAL ROOM TEMPERATURE CONTROL IS CRITICAL, CLIENT SHALL CONSULT WITH DESIGN TEAM AND CONTRACTORS FOR DIFFERENT SYSTEMS/SOLUTIONS. B. CONTRACTOR NOTES 1. BEFORE SUBMITTING BID, CONTRACTOR SHALL SURVEY THE ENTIRE PROJECT SITE AND BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS. THE INTENT OF WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION AND TO ACCEPT ALL CONDITIONS PRESENT AT SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO CONTRACTOR FAILURE TO ALLOW IN COST ESTIMATE FOR CONDITIONS WHICH MAY EXIST. 2. CONTRACTOR SHALL REVIEW THE MECHANICAL AND OTHER CONSULTANTS DRAWINGS PRIOR TO STARTING ANY WORK AND INFORM ENGINEER AND ARCHITECT OF ANY DISCREPANCIES, OMISSIONS, OR IF CLARIFICATIONS ARE REQUIRED IN ORDER TO COMPLETE THE INSTALLATION PRIOR TO COMMENCING THE WORK. OWNER OR ITS REPRESENTATIVE SHALL SCHEDULE A MEETING WITH THE CONTRACTOR, ENGINEER, ARCHITECT AND OTHER CONSULTANTS DURING BIDDING PROCESS TO REVIEW AND DISCLOSE ANY DISCREPANCIES, OMISSIONS AND/OR CLARIFICATIONS RELATED TO THE CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS NOTED BY CONTRACTOR AND/OR OWNER. 3. CONTRACTOR BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COST FOR TEMPORARY UTILITY SERVICES, ALL ALTERATIONS, ALL DEMOLITION AND EXTENSION WORKS, PERMITS, INSPECTION FEES, MISCELLANEOUS CONTINGENCY COST, ETC., SHALL BE INCLUDED IN BID. 4. ANY WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. SCHEDULING SHALL BE DONE IN COOPERATION WITH CONSTRUCTION MANAGER. INCLUDE ALL PREMIUM TIME CHARGES IN BID TO COVER AFTER-HOURS AND WEEKEND WORK. 5. THE CONTRACTOR SHALL COORDINATE HIS WORK HARMONIOUSLY WITH ALL TRADES. COORDINATE THE LOCATIONS OF ALL CEILING DIFFUSERS, REGISTERS AND GRILLES WITH THE ARCHITECTURAL CEILING PLAN, ELECTRICAL LIGHTING LAYOUT AND ARCHITECTURAL ROOM ELEVATIONS. ALL WORK SHALL BE IN ACCORDANCE WITH BEST CONSTRUCTION PRACTICES. 6. THE CONTRACTOR SHALL FURNISH ALL MATERIAL, TOOLS, LABOR, ETC. TO INSTALL A COMPLETE AND FUNCTIONING SYSTEM AS INDICATED ON DRAWINGS. 7. THE CONTRACTOR SHALL REPORT TO THE CONSTRUCTION MANAGER IMMEDIATELY ANY INTERFERENCE BETWEEN TRADES OR WITH BUILDING OBSTRUCTIONS. 8. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL EQUIPMENT, DUCTWORK, PIPING, DAMPERS, ETC. AND SUBMIT IT TO THE CONSTRUCTION MANAGER FOR APPROVAL. 9. COVER ALL WALLS, FLOOR, CEILING, AND ROOF OPENINGS LEFT AS THE RESULT OF THE WORK. PROVISIONS SHALL BE MADE TO PROTECT PEOPLE FROM INJURY AND TO PROTECT EQUIPMENT FROM WEATHER. 10. THE CONTRACTOR SHALL VERIFY THE INPUT VOLTAGE AND AMPERAGE (HORSEPOWER) RATING OF ALL EQUIPMENT AND CONFIRM WITH ELECTRICAL CONTRACTOR PRIOR TO INSTALLATION. 11. CONTRACTOR SHALL PROVIDE ALL SAFETY MATERIALS AND EQUIPMENT NOT LIMITED TO BARRIERS, SIGNS, LIGHTS, ETC. 12. CONTRACTOR SHALL PROVIDE BARRICADE, SAFETY SIGNS AND OTHER DEVICES TO ISOLATE WORK AREA DURING CONSTRUCTION, UPON CONSTRUCTION MANAGER APPROVAL. 13. CONTRACTOR SHALL REPAIR/PATCH AND WEATHER PROOF ANY OPENING CAUSED BY EQUIPMENT/PIPING INSTALLATION, AND SHALL PAINT WHERE NECESSARY. 14. THE CONTRACTOR SHALL PREPARE ONE (1) SET OF "RECORD DRAWINGS" PLANS AND KEEP AT JOB SITE FOR REVIEW BY THE CONSTRUCTION MANAGER. ANY CHANGES FROM THE DESIGN DRAWINGS SHALL BE NOTED WITH RED INK. UPON COMPLETION OF PROJECT THE CONTRACTOR SHALL SUBMIT THE PLANS TO THE CONSTRUCTION MANAGER. 15. THE CONTRACTOR SHALL THOROUGHLY CLEAN THE UNITS, REMOVE ALL PACKING LABELS, STICKERS AND ANY CRATING DEBRIS, AND LEAVE ALL INSTALLATION FINISHED AND READY FOR OPERATION. 16. AFTER COMPLETION, THE COMPLETE SYSTEM SHALL BE TESTED AND BALANCED. ANY ADDITIONAL BALANCING DEVICES REQUIRED FOR PROPER BALANCING SHALL BE INSTALLED. PRIOR TO BALANCING, ALL FILTERS SHALL BE REPLACED WITH NEW CLEAN FILTERS. 17. UPON COMPLETION OF PROJECT AND PRIOR TO ACCEPTANCE OF THE WORK BY THE CONSTRUCTION MANAGER, CONTRACTOR SHALL FURNISH TO HIM FOUR (4) COPIES OF OPERATION AND MAINTENANCE MANUAL OF EQUIPMENT BOUND IN BOOK FORM AND INDEXED. MANUAL SHALL CONTAIN PARTS LIST, RECOMMENDED PERIODS OF INSPECTION, ETC., AND NAME, ADDRESS AND PHONE NUMBER OF ALL SUPPLIERS. 18. THE CONTRACTOR SHALL FURNISH A TRAINED AND COMPETENT SERVICE ENGINEER TO INSTRUCT THE OPERATORS IN THE OPERATION AND MAINTENANCE OF THE SYSTEM. 19. COMPLETE INSTALLATION SHALL BE GUARANTEED, AND CONTRACTOR SHALL PROVIDE A MINIMUM 1 YEAR SERVICE, INCLUDING PARTS AND LABOR. C. COMBUSTION AIR 1. ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR EACH HEATING UNIT SHALL COMPLY WITH CH 8. AND CH 7 OF CMC 2019 AND WITH MANUFACTURER'S SPECIFICATIONS. PROVIDE MANUFACTURER'S SPECIFICATIONS AND INSTALLATIONS INSTRUCTIONS TO VERIFY COMPLIANCE. 2. DRYER VENTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS PER 2019 CMC SECTION 504.4 3. SCREENS/LOUVERS SHALL NOT BE INSTALLED ON A DRYER VENT TERMINATION PER 2019 CMC (504.4.) 4. FLEXIBLE CLOTHES DRYER TRANSITION DUCTS SHALL NOT BE CONCEALED WITH CONSTRUCTION. 5. CLOTHES DRYER EXHAUST TERMINATION AT THE EXTERIOR OF A BUILDING SHALL MAINTAIN A MINIMUM FIVE (5) FEET SEPARATION FROM THE CONDENSING UNIT. 6. EXHAUST DUCT FOR TYPE 1 DRYERS SHALL COMPLY WITH 2019 CMC SECTION 504.4. 7. FURNACES, BOILERS, AND WATER HEATERS LOCATED WITHIN THE HOME'S PRESSURE BOUNDARY ARE MECHANICALLY DRAFTED OR DIRECT -VENTED. AS AN EXCEPTION, NATURALLY DRAFTED EQUIPMENT IS ALLOWED IN CLIMATE ZONES 1-3. FOR NATURALLY DRAFTED FURNACES, BOILERS, AND WATER HEATERS, THE RATER HAS FOLLOWED RESNET OR BPI COMBUSTION SAFETY TEST PROCEDURES AND MET THE SELECTED STANDARD'S LIMITS FOR DEPRESSURIZATION, SPILLAGE, DRAFT PRESSURE, AND CO -CONCENTRATION IN AMBIENT AIR, AS WELL AS A CO -CONCENTRATION IN THE FLUE OF <_ 25 PPM. 8. OPENINGS USED TO CONNECT INDOOR SPACES WHERE INDOOR COMBUSTION AIR IS USED SHALL BE SIZED AND LOCATED IN ACCORDANCE WITH THE FOLLOWING PER 2019 CMC 701.5: 1. ALL DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND SEALED IN ACCORDANCE WITH THE MOST RESTRICTIVE OF LOCAL REGULATIONS AND PROCEDURES DETAILED IN ASHRAE HANDBOOK OF FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION AND THE UNIFORM MECHANICAL CODE. 2. ALL DUCT SIZES ARE CLEAR INSIDE SIZES. OBTAIN APPROVAL FROM CONSTRUCTION MANAGER FOR SIZING OF ANY DUCTWORK, WHERE SIZES ARE NOT SHOWN ON DRAWINGS. 3. MANUAL VOLUME DAMPERS SHALL BE PROVIDED IN ALL DUCT BRANCHES TO INDIVIDUAL BOXES, DIFFUSERS, GRILLES AND REGISTERS AND SHALL BE LOCKED IN THE FINAL POSITION AFTER COMPLETION OF AIR BALANCE. 4. TRANSVERSE AND LONGITUDINAL JOINTS FOR ALL SUPPLY AIR DUCTS SHALL BE SEALED WITH APPROVED MASTIC PER SMACNA. 5. APPROVED MATERIALS SHALL BE INSTALLED WITHIN DUCTS AND PLENUMS FOR INSULATING, SOUND DEADENING OR OTHER PURPOSES. MATERIALS SHALL HAVE A MOLD HUMIDITY AND RESISTANT SURFACE THAT MEETS THE REQUIREMENTS OF UL181. 6. ANY METALLIC DUCT WORK USED SHALL BE INSTALLED IN ACCORDANCE WITH 2019 CMC SECTION 603.3. 7. ALL HANGARS AND SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES. ALL CONNECTIONS TO JOISTS SHALL BE MADE AT THE TOP CORD. E. EQUIPMENT/APPLIANCES 1. ALL EQUIPMENT SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2. ALL HVAC EQUIPMENT SHALL BE U.L. LISTED AND BEAR A U.L. LABEL. 3. CONDENSER PAD SHALL BE A MINIMUM OF THREE (3) INCHES HIGH AND SHALL BE PROVIDED AND INSTALLED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE SPECIFIED. THE CONDENSER SHALL BE SECURELY FASTENED TO THE PAD TO PREVENT EXCESSIVE MOTION DURING NORMAL OPERATING CONDITIONS AND SEISMIC ACTIVITY. 4. LISTED DIRECT -VENT APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. CMC SECTION 802.2.4. 5. ALL CHIMNEYS SHALL BE INSTALLED IN ACCORDANCE WITH 2019 CMC SECTION 802.5.1 THROUGH 802.5.3. 2019 CMC SECTION 802.5. 6. A CHIMNEY FOR RESIDENTIAL -TYPE OR LOW -HEAT APPLIANCE SHALL EXTEND NOT LESS THAN THREE (3) FEET ABOVE THE HIGHEST POINT WHERE IT PASSES THROUGH A ROOF OF A BUILDING AND NOT LESS THAN TWO (2) FEET HIGHER THAN A PORTION OF A BUILDING WITHIN A HORIZONTAL DISTANCE OF TEN (10) FEET. 2019 CMC SECTION 802.5.4. 7. THE FUEL INPUT RATE TO THE APPLIANCE SHALL NOT BE INCREASED OR DECREASED IN VIOLATION OF THE APPROVED RATING AT THE ALTITUDE WHERE IT IS BEING USED. CMC 2019 SECTION 902.6. 8. ALL ELECTRICAL AIR CONDITIONER SYSTEMS DESIGNED FOR PERMANENT INSTALLATION SHALL COMPLY WITH UL 1995 OR UL 60335-2-40. 2019 CMC SECTION 903.1. 9. ALL GAS FIRED AIR CONDITIONERS SHALL COMPLY WITH SECTION 903.2.1 THROUGH SECTION 903.2.7. 2019 CMC SECTION 903.2. 10. LISTED OUTDOOR COOKING APPLIANCES SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS, 2019 CMC SECTION 923.1. UNLISTED OUTDOOR COOKING APPLIANCES SHALL BE INSTALLED OUTDOORS WITH CLEARANCES TO COMBUSTIBLE MATERIAL OF NOT LESS THAN THIRTY-SIX(36) INCHES AT THE SIDES AND BACK AND NOT LESS THAN FOURTY-EIGHT (48) INCHES AT THE FRONT. IN NO CASE SHALL THE APPLIANCE BE LOCATED UNDER OVERHEAD COMBUSTIBLE CONSTRUCTION. 2019 CMC 923.2 F. FIRE PROTECTION 1. SEAL ALL PENETRATIONS THROUGH WALLS, CEILINGS, FLOOR, ETC. TO MAINTAIN THE FIRE RATING, AND BUILDING PRESSURIZATION. 2. EACH SINGLE SYSTEM HEATING OR COOLING AIR IN EXCESS OF 2,000 CUBIC FEET PER MINUTE SHALL BE EQUIPPED WITH AN AUTOMATIC SHUTOFF ACTIVATED BY SMOKE DETECTORS PER 2019 CMC SECTION 608. 3. PROVIDE LISTED DUCT TYPE SMOKE DETECTOR IN THE SUPPLY AIR DUCT IN EVERY AIR MOVING SYSTEM SUPPLYING AIR IN EXCESS 2000 CFM (MULTIPLE UNITS SERVING THE SAME ROOM, OR HAVING A COMMON RETURN AIR PLENUM OR COMMON OCA DUCT ARE CONSIDERED TO BE ONE SYSTEM FOR DETERMINATION OF THE CFM). 4. COMBINATION FIRE / SMOKE DAMPERS (FSD) SHALL CLOSE AUTOMATICALLY UPON DETECTION OF HEAT AND/OR SMOKE TO RESIST THE PASSAGE OF FLAME AND SMOKE. THE DAMPER SHALL BE CONTROLLED BY HEAT/FIRE AND SMOKE DETECTION SYSTEM IN CONFORMANCE WITH LOCAL CODE • HEAT/FIRE DETECTION SYSTEM SHALL BE FACTORY PROVIDED WITH DAMPER. • SMOKE DETECTION SYSTEM SHALL BE A DUCT SMOKE DETECTOR INSTALLED PER LOCAL CODE. DUCT SMOKE DETECTOR SHALL BE FACTORY PROVIDED WITH DAMPER OR BY THIRD PARTY. G. PIPING 1. ALL HANGARS AND SUPPORTS SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES. ALL CONNECTIONS TO JOISTS SHALL BE MADE AT THE TOP CORD. 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDENSATE DRAIN LINES WITH CONNECTIONS TO AN APPROVED RECEPTOR IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. REFER TO PLUMBING PLANS FOR ALL PRIMARY AND SECONDARY CONDENSATE ROUTING. 3. CONTRACTOR SHALL VERIFY IN FIELD THE SHORTEST ROUTING FOR REFRIGERANT LINES THAT COMPLY WITH MANUFACTURER'S INSTALLATION GUIDELINES AND DO NOT INTERFERE OR RESTRICT OTHER TRADES. 4. THE LIQUID AND SUCTION LINES SHALL BE PROTECTED FROM THE ENVIRONMENT USING A WATER RESISTANT METAL JACKET, PAINTED CANVAS, PLASTIC COVER OR COATING PER 2019 CEC. 1 OPENINGS IN THE BUILDING ENVELOPE SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE NEEDED TO ACCOMODATE GAS, PLUMBING, ELECTRICAL LINES AND OTHER NECESSARY PENETRATIONS MUST BE SEALED IN COMPLIANCE WITH CALIFORNIA ENERGY CODE. CAL GREEN 4.406 1 2. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB -BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY INCLUDING ITEMS 1 THROUGH 10 IN ACCORDANCE WITH THIS SECTION SHALL BE PLACED IN THE BUILDING. CAL GREEN 4.410.1 2.1. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL SHALL REMAIN WITHIN BUILDING THROUGHOUT THE LIFE CYCLE OF THE STRUCTURE. 2.2. OPERATION AND MAINTENANCE INSTRUCTIONS FOR THE FOLLOWING: 2.2.1. EQUIPMENT AND APPLIANCES, INCLUDING WATER -SAVING DEVICES AND SYSTEMS, HVAC SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE CHARGERS, WATER -HEATING SYSTEMS AND OTHER MAJOR APPLIANCES AND EQUIPMENT. 2.2.2. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DOWNSPOUTS. 2.2.3. SPACE CONDITIONING SYSTEMS, INCLUDING CONDENSERS AND AIR FILTERS. 2.2.4. LANDSCAPE IRRIGATION SYSTEMS. 2.2.5. WATER REUSE SYSTEMS. 2.3. INFORMATION FROM LOCAL UTILITY, WATER AND WASTE RECOVERY PROVIDERS ON METHODS TO FURTHER REDUCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 2.4. PUBLIC TRANSPORTATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA. 2.5. EDUCATIONAL MATERIAL ON THE POSITIVE IMPACTS OF AN INTERIOR RELATIVE HUMIDITY BETWEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE HUMIDITY LEVEL IN THAT RANGE. 2.6. INFORMATION ABOUT WATER -CONSERVING LANDSCAPE AND IRRIGATION DESIGN AND CONTROLLER WHICH CONSERVE WATER. 2.7. INSTRUCTIONS FOR MAINTAINING GUTTERS AND DOWNSPOUTS AND THE IMPORTANCE OF DIVERTING WATER AT LEAST 5 FEET AWAY FROM THE FOUNDATION. 2.8. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEASURES, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, GRADING AROUND THE BUILDING, ETC. 2.9. INFORMATION ABOUT STATE SOLAR ENERGY AND INCENTIVE PROGRAMS AVAILABLE. 2.10. A COPY OF ALL SPECIAL INSPECTION VERIFICATIONS REQUIRED BY THE ENFORCING AGENCY OR THIS CODE. 3. AT THE TIME OF ROUGH INSTALLATION OR DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. CAL GREEN 4.504.1 4. HEATING AND AIR-CONDITIONING SYSTEMS HAS BEEN SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 4.1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ACCA MANUAL J, ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 4.2. DUCT SYSTEMS ARE SIZED ACCORDING TO ACCA 29-D MANUAL D, ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 4.3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ACCA 36-S MANUAL S OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEMS FUNCTION ARE ACCEPTABLE. CAL GREEN 4.507.2 5. INSTALLATIONS OF HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN ANY CFCs OR HALONS. CAL GREEN 5.508.1 6. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT, THE SYSTEMS LISTED IN SECTION 5.410.4.2. 7. ADHESIVES, SEALANTS, AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF SECTIONS 5.504.4.1 THROUGH 5.504.4.6. 8. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND DUCTED TO TERMINATE OUTSIDE THE BUILDING. 9. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, BATHROOM EXHAUST FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL, WHICH SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80% (SEC 4.506.1) SHEET INDEX G GOUVIS COnSf.iitirsggroup, inn. ice; 15 Studebaker Irvine CA92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 NO. SHEET DESCRIPTION 1 M-0.1 2 M-0.2 GENERAL NOTES AND LEGENDS EQUIPMENT SCHEDULES 3 M-3.1 LOT 41 - FLOOR PLAN 4 MD-1 DETAILS CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE MATE 02/11/2022 BY _ C APPLICABLE CODES • EACH OPENING SHALL HAVE A FREE AREA OF NOT LESS THAN ONE (1) SQUARE INCH PER 1000 BTU/HR OF THE TOTAL INPUT RATING OF THE APPLIANCE IN THE SPACE, BUT NOT LESS THAN 100 SQUARE INCHES OF THE TOP OF THE ENCLOSURE AND ONE OPENING SHALL COMMENCE WITHIN TWELVE (12) INCHES OF THE BOTTOM OF THE ENCLOSURE. THE DIMENSION OF AIR OPENINGS SHALL BE NOT LESS THAN THREE (3) INCHES. • THE VOLUMES OF SPACES IN DIFFERENT STORIES SHALL BE CONSIDERED AS COMMUNICATING SPACES WHERE SUCH SPACES ARE CONNECTED BY ONE OR MORE OPENINGS IN DOORS OR FLOORS HAVING A TOTAL FREE AREA OF NOT LESS THAN TWO (2) SQUARE INCHES PER 1000 BTU/HR OF TOTAL INPUT RATING OF APPLIANCES. APPLICABLE CODES AS OF JANUARY 1, 2020: 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R. ; 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R. ; (2018 INTERNATIONAL BUILDING CODE & 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R. ; (2017 NATIONAL ELECTRICAL CODE & 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R. ; (2018 UNIFORM MECHANICAL CODE & 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R. ; (2018 UNIFORM PLUMBING CODE & 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA ENERGY CODE (CEC), PART 6, TITLE 24 C.C.R. ; 2019 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R. ; (2018 INTERNATIONAL FIRE CODE & 2019 CALIFORNIA AMENDMENTS) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGreen), PART 11, TITLE 24 C.C.R. ; 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R. ; TITLE 19 C.C.R., PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS DEVELOPER: 41 Calle Guaymas LLC (3603) ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE DESCRIPTION SHEET NAME: GENERAL NOTES & LEGENDS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: M-O.1 ISSUED DATE:XX/XX/XX DIFFUSERS/GRILLES/REGISTERS TAG CFM TAG MANUFACTURER MODEL NO. AIRFLOW RANGE (CFM) DUCT SIZE (IN.) FACE SIZE (IN.) PRESS. DROP (IN. W.G.) FUNCTION NOTES S-1 TRUAIRE 210VM 0-50 51 - 100 101 -150 151 -200 201 - 300 301 - 400 05 06 07 08 09 010 10x4 10 x 6 12 x 6 14X6 14 X 8 14 X 12 0.01 0.01 0.01 0.02 0.02 0.01 CEILING&WALL SUPPLY GRILLE 1,2,3,4,5 R-1 TRUAIRE 290 FIXED BAR 0 - 850 0 - 2500 010 018 14 X 14 30 X 20 0.065 CEILING & WALL RETURN GRILLE 1,2,3,4,5 NOTES: DATA SHALL BE IN ACCORDANCE WITH ANSI/ASHRAE STANDARDS. NOTED, ALL DIFFUSERS/REGISTERS/GRILLES SHALL HAVE NC RATINGS <30. TYPE WITH ARCHITECTURAL RCP. BY ARCHITECT. VERTICAL ORIENTED BLADES AND MULTI SHUTTER DAMPER. 1. ALL PERFORMANCE 2. UNLESS OTHERWISE 3. COORDINATE FRAME 4. COLOR TO BE SPECIFIED 5. PROVIDE GRILLE WITH AIR SYSTEM CRITERIA DESIGN CITY LA QUINTA COUNTY RIVERSIDE CLIMATE ZONE - SUMMER AMBIENT DESIGN TEMPERATURE (°F DB/WB) 95 / 68 SUMMER DAILY RANGE (°F WB) 30 WINTER AMBIENT DESIGN TEMPERATURE (°F DB) 37 SUMMER INDOOR DESIGN TEMPERATURE (°F DB) 75 WINTER INDOOR DESIGN TEMPERATURE (°F DB) 68 WHOLE CALCULATION CONTINUOUSLY UNIT VENTILATION (ASHRAE 62.2) LOCATION LOT 41 FLOOR AREA (SQFT) 3364 NO. OF BEDROOMS 3 VENTILATION RATE (CFM) = 0.03(SQFT) +7.5(BEDROOMS+1) 130.9 DESIGNED VENTILATION (CFM) 130 SCHEDULE OF NEW FAN COIL UNITS TAG GENERAL FAN DATA COOLING HEATING ELECTRICAL NOTES TAG SERVICE MANUFACTURER MODEL NO. LOCATION CU WEIGHT (LBS) TOTAL AIR QTY (CFM) OUTSIDE AIR QTY (CFM) EXTERNAL STATIC PRESSURE (IN. W.G.) TOTAL LOAD (MBH) SENS. LOAD (MBH) TOTAL LOAD (MBH) ELEC. HEAT VOLTS/ PHASE/ HERTZ MCA (A) MOCP (A) 42 SEE PLAN CARRIER FX4DNF049** OR EQUAL SEE PLAN HP42 185 1400 0 0.6 40.5 -- 41.0 0 208/230 1/60 7.5 15 1,2,3,4,6,8 AHRI 204863022 NOTES: SWITCH TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. HARD -WIRED PROGRAMMABLE SETBACK THERMOSTAT, CONTROL WIRING, CONDUIT, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. UNIT WITH ECM MOTOR SET TO PROVIDE CFM QUANTITIES PER SCHEDULE. UNIT WITH ACCESS PER MANUFACTURER'S RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. UNIT WITH FACTORY SECONDARY DRAIN PAN. ALL REQUIRED MATERIALS & INSULATED REFRIGERANT LINES FOR COMPLETE INSTALLATION. SIZE RS/RL PIPING PER MANUFACTURERS GUIDELINES. UNIT TO RECEIVE POWER FROM OUTDOOR UNIT. 1. DISCONNECT 2. PROVIDE 3. PROVIDE 4. PROVIDE 5. PROVIDE 6. PROVIDE 7. INDOOR HP SCHEDULE OF HEAT PUMP UNITS TAG GENERAL COOLING HEATING REF. PIPING ELECTRICAL NOTES TAG SERVICE MANUFACTURER MODEL NO. LOCATION TONS WEIGHT (LBS) AMB. DB (°F) TOTAL LOAD (MBH) SENS. LOAD (MBH) EER SEER / [IEER] AMB. DB (°F) TOTAL LOAD (MBH) HSPF/ [COP] TYPE SYSTEM CHARGE (LBS) CONN. 0VOLTS/ LIQUID / SUCTION (IN.) PHASE/ HERTZ MCA (A) MOCP (A) 42 SEE PLANS CARRIER CH16NA042 OR EQUAL SEE PLANS 3.5 233 95 40.5 28.35 13 16 47 41.0 8.5 R410A 9.92 3/8" / 7/8" 208/230 1/60 27.8 40 1,2,3,4,5,6 AHRI 204863022 NOTES: 1. DISCONNECT SWITCH TO BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR. 2. PROVIDE CONTROL WIRING, CONDUIT, ETC. FOR A COMPLETE AND OPERABLE SYSTEM. 3. PROVIDE ALL REQUIRED MATERIALS & INSULATED REFRIGERANT LINES FOR COMPLETE INSTALLATION. SIZE RS/RL PIPING PER MANUFACTURERS GUIDELINES. 4. RS/RL ACCESS PORTS LOCATED OUTDOORS SHALL BE PROTECTED FROM UNAUTHORIZED ACCESS WITH LOCKING TYPE TAMPER RESISTANT CAPS. UNLESS THEY ARE PROTECTED BY WALLS OR FENCING AND REQUIRING KEY ACCESS. 5. CONDENSING UNIT SHALL REST ON A CONCRETE OR OTHER APPROVED BASE PER DETAILS ON MD-1. 6. INSTALL EQUIPMENT IN ACCORDANCE WITH BOTH THE DETAILS SHOWN IN THE CONTRACT DOCUMENTS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. SCHEDULE OF FANS KTYPE TAG GENERAL FAN DATA MOTOR NOTES TYPE TAG SERVICE MANUFACTURER MODEL NO. LOCATION WEIGHT (LBS) TYPE / DESIGN TOTAL AIR QTY (CFM) EXTERNAL STATIC PRESSURE (IN. W.G.) SONES MOTOR TYPE RATED SIZE VOLTS/ PHASE/ HERTZ EF R RESTROOM AIRKING AK5OS CEILING 12.0 CEILING MOUNTED 50 0.1 0.5 PSC 14.5 W 120/1/60 1,2,3 EF B BATHROOM AIRKING E8OSH CEILING 15.4 CEILING MOUNTED 80 0.1 0.3 PSC 37.0 W 120/1/60 1,2,3,4 EF MB MASTER BATHROOM AIRKING E130SH CEILING 15.6 CEILING MOUNTED 130 0.1 0.3 PSC 37.0 W 120/1/60 1,2,3,4 EF L LAUNDRY ROOM AIRKING E130S CEILING 17.0 CEILING MOUNTED 130 0.1 0.3 PSC 37.0 W 120/1/60 1,2,3 NOTES: BE TESTED AND RATED, CERTIFIED, AND SEALED IN ACCORDANCE WITH AMCA FOR BOTH SOUND AND AIR PERFORMANCE. BE U.L. LISTED. WITH A NEMA-1 (INDOORS) OR NEMA-3R (OUTDOORS) DISCONNECT SWITCH. REFER TO ELECTRICAL DRAWINGS FOR BACKDRAFT DAMPER IN THROAT OF EXHAUST DUCT. WITH BUILT-IN HUMIDITY SENSOR. 1. ALL FANS SHALL ALL FANS SHALL 2. FAN SHALL BE PROVIDED MORE INFORMATION. 3. PROVIDE GRAVITY 4. FAN SHALL BE PROVIDED SEQUENCE OF OPERATIONS NOTE: ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL RELAYS AS REQUIRED TO ACHIEVE CONTROL OF UNITS AS SPECIFIED BELOW FC/CU's Unit shall operate via a wall -mounted thermostat. Fan to operate as required by thermostat. Cooling and heating modes shall operate as required by thermostat. EF R Fan to operate via a wall -mounted switch. Switch to interlock with light. EF B & EF MB Fan to operate via built-in humidity sensor. EF L Fan to operate continuously while house is occupied. Fan to act as IAQ fan to meet ASHRAE 62.2 ventilation requirements. G GOUVIS cwn>r.iltirsggroup, inn. ice; 15 Studebaker Irvine CA92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC (3603) ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE DESCRIPTION SHEET NAME: EQUIPMENT SCHEDULES PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: M-O.2 HVAC GENERAL NOTES ISSUED DATE:XX/XX/XX T 14X10<- / - 10"0 ®0 (,4F+T QE ++ i ■ 10X6 T 6 0 ■ 611 0 m 12''0 i 14X6 116 6" 14X6 20"'20°<- u 14"0 6" O 12X6 111 14" 14X8 FAU-42 3 ■■■-, Hiiitfff \ Al 12X12 10"0 0"0 14X8 AU-42 12"0 u 24"X36" 4- 4 L___- 0 2' 4' 1/4" = 1'-0" 8' 12' FLOOR PLAN 1 1. REFER TO DRAWING M-0.1 FOR LEGENDS, SYMBOLS, ABBREVIATIONS & GENERAL NOTES. 2. REFER TO DRAWING M-0.2 FOR EQUIPMENT SCHEDULES. 3. REFER TO MD SHEETS FOR MECHANICAL DETAILS. 4. COORDINATE EXACT ROUTING OF DUCTWORK WITH STRUCTURAL AND ALL OTHER TRADES, ROUTING SHOWN IS SCHEMATIC ONLY. 5. PROVIDE CAN AND DUCT COLLAR AS REQUIRED FOR ALL GRILLES AND DIFFUSERS. 6. OPENINGS IN THE ROOF SHALL NOT BE LOCATED WITHIN 5 FEET (1,524 MM) OF THE 1-HOUR FIRE -RESISTANCE -RATED EXTERIOR WALL FOR GROUPS R AND U AND 10 FEET (3,048 MM) OR OTHER OCCUPANCIES, MEASURED FROM THE INTERIOR SIDE OF THE WALL. (CBC 705.11.4.3). 7. FOR DOMESTIC DRYERS PROVIDE A MINIMUM OF 100 SQ. IN FREE AREA OPENING(S) INTO LAUNDRY ROOM FOR MAKE-UP AIR AS REQUIRED BY CODE (CMC 504.4.1). FOR TYPE 2 (COMMERCIAL DRYERS) MAKEUP AIR SHALL BE PROVIDED WITH AREA NOT LESS THAN 1 SQ.IN. FOR EACH 1000 BTUH OF TOTAL INPUT RATING OF THE DRYERS INSTALLED. 8. FIRE SEAL ALL PENETRATIONS AS REQUIRED BY CODE. 9. FIRE DAMPER RATINGS SHALL BE IN ACCORDANCE WITH 717.3.2.1 THROUGH 717.3.2.4. FIRE DAMPERS SHALL HAVE THE MINIMUM FIRE PROTECTIONS RATING SPECIFIED IN TABLE 717.3.2.1 FOR TYPES OF PENETRATION. 10. FOR CEILING HEIGHTS SEE ARCHITECTURAL DRAWINGS. 11. ALL ENVIRONMENTAL AIR VENTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS (SECTION 504.0 CMC). 12. UNLESS NOTED DIFFERENT ON THE PLANS, ALL SUPPLY REGISTERS SHALL BE BAR TYPE (TRUAIRE TYPE 210, 220, 230, OR SIMILAR) WITH TOTAL PRESSURE LOSS LESS THAN. 0.025 in.w.g. 13. THE FLUE DUCT FOR SEALED COMBUSTION WATER HEATER IS SIDE-WAL DISCHARGE. 3 FEET AWAY FROM OPENINGS INTO THE BUILDING AND 5' AWAY FROM THE PROPERTY LINE. SEE CIVIL DRAWINGS FOR PROPERTY LINE DETAILS. 14. IF HUMIDISTAT IS REQUIRED, LOCATE IT ADJACENT TO THERMOSTAT OR INTEGRATED IN EXHAUST FAN. 15. "REGISTERED' COPY OF THE CF-2R FORMS SHALL BE SUBMITTED PRIOR TO FINAL INSPECTION, SIGNED BY HERS RATER, FOR FIELD VERIFICATION AND DIAGNOSTIC TESTING. 16. WHEN LOCAL EXHAUST FANS ARE USED FOR "CONTINUOUS" WHOLE BUILDING VENTILATION, READILY ACCESSIBLE SWITCH SHALL BE PROVIDED AS AN OVERRIDE CONTROL (SECTION 4.4 ASHRAE 62.2). FAN SHALL OPERATE AT ALL TIMES WHEN UNIT IS OCCUPIED. LABEL SHALL BE PROVIDED INDICATING SYSTEM'S FUNCTION. FOLLOWING OR EQUIVALENT TEXT SHALL BE DISPLAYED: "THIS SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE HOME. LEAVE IT ON AT ALL TIMES WHEN HOME IS OCCUPIED UNLESS THE OUTDOOR AIR QUALITY IS VERY POOR. " 17. CONTRACTOR TO VERIFY INSTALLED DRYER LENGTHS AND NUMBER OF ELBOWS ON FIELD. 18. PER 2019 CEC FOR MULTIFAMILY LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS, CONTINUOUSLY OPERATED EXHAUST ONLY OR SUPPLY ONLY VENTILATION APPROACH SHALL BE ALLOWED TO BE USED TO PROVIDE THE REQUIRED UNIT VENTILATION AIRFLOW IF ENVELOPE LEAKAGE IS LESS THAN OR EQUAL TO 0.3 CFM AT 50 Pa PER SQUARE FOOT OF DWELLING UNIT ENVELOPE SURFACE. THIS REQUIREMENT SHALL BE FIELD TESTED AND VERIFIED (BLOWER DOOR TEST). THIS IS TO BE USED AS AN ALTERNATIVE TO BALANCED VENTILATION REQUIREMENT PER CEC. 120.1(b)2A iv AND 150.0(o)1C. WHEN THIS OPTION IS SELECTED BY DEVELOPER, GC WILL MAKE SURE THAT ALL NECESSARY BUILDING TECHNIQUES HAVE BEEN USED TO MEET THE LEAKAGE REQUIREMENTS. HVAC KEY NOTES O CAP SHOULD BE LISTED FOR CLOTHES DRYER VENTING (DRYER JACK). DRYER MOISTURE DUCT SHALL BE EQUIPPED WITH BACK DRAFT DAMPER. DRYER MOISTURE DUCT SHALL BE MADE OUT OF METAL WITH SMOOTH INTERIOR FACE. LISTED CONNECTOR SHALL BE MAX. 6 FT. LONG. O PROVIDE RS/RL PIPING SIZE PER MANUFACTURER'S GUIDELINES. ROUTE FROM REMOTE CONDENSATE UNIT TO AIR HANDLER (FURNACE, FAN COIL ETC). O RUN 3/4" PRIMARY CONDENSATE LINE TO THE LAVATORY TAILPIECE. SECONDARY CONDENSATE TO DRAIN TO THE EXTERIOR ABOVE A WINDOW. OPTIONALLY USE OVERFLOW SWITCH. COORDINATE WITH THE PLUMBER. WHEN CONDENSATE LIFT IS REQUIRED USE CONDENSATE PUMPS. O EXHAUST VENT PIPE UP THRU ROOF, INSTALLED PER MANUFACTURER GUIDELINES. ROUTING AND TERMINATION OF VENT FOR HEATING UNIT SHALL COMPLY WITH CH. 8, CMC 2019. O5 PROVIDE WHOLE HOUSE EXHAUST FAN PER 2019 ENERGY CODE SECTION 150(0). SEE HVAC GENERAL NOTE #16 ABOVE FOR CONTROLS. • CONNECT KITCHEN HOOD TO 8"0 KITCHEN HOOD EXHAUST AIR DUCT. O7 EXHAUST OUTLET TERMINATES 3' AWAY FROM OPENINGS INTO THE BUILDING AND 3' AWAY FROM THE PROPERTY LINE. SEE CIVIL DRAWINGS FOR PROPERTY LINE DETAILS. 10 11 12 13 PROVIDE FLUE DUCT FOR WATER HEATER. INSTALLED PER MANUFACTURER'S INSTALLATION MANUAL. PROVIDE OPENING NOT LESS THAN 100 SQ. IN. FREE NET AREA FOR DRYER MAKEUP AIR PER CMC 2019 (504.4.1) PROVIDE DOOR UNDERCUT 6"0 EA DUCT UP THRU ROOF W/ CAP. 4"0 LINT DUCT UP THRU ROOF W/ CAP ROUTE ALL 3RD FLOOR EXHAUST DUCT THROUGH ROOF. G GOUVIS cairsultrrsggroup, inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC (3603) ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE DESCRIPTION SHEET NAME: LOT 41 FLOOR PLAN PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: M-3.1 ISSUED DATE:XX/XX/XX BEND SHALL BE MADE WITH NOT LESS THAN 1 DUCT DIAMETER CENTERLINE RADIUS. DUCTS SHOULD EXTEND A FEW INCHES BEYOND THE L2 1. EYEBROW W/ BACKDRAFT DAMPER MAINTAIN MINIMUM THREE FEET END OF A SHEET METAL CONNECTION BEFORE BENDING. DUCTS SHOULD NOT BE COMPRESSED. FROM BUILDING OPENINGS (TYP.) OO 0 ___4___AWAY OO 2. DRYER VENT TO ROOF WHERE SHOWN OR NOTED ON MECH. DWGS. O ROOF TRUSS O 3. FLOOR JOISTS SEE STRUCT. DWGS. (TYP.) �� 4. FLOOR. CEILING ASSEMBLY ' 2 DUCT 7-FLEX 7- 5 O "" ATTIC k I f 5. WALL TOP PLATES AND BOTTOM PLATES 11 6. LOUVERED DOOR BY OTHERS SEE ARCH. DWGS. OR TRANSFER LOUVER 1. EYEBROW W/ BACKDRAFT DAMPER MAINTAIN \ d \ \ MIN. 100 SQ. IN. PER DRYER (NET FREE AREA) 11 i< MINIMUM THREE FEET AWAY FROM BUILDING \•H� L1 x OPENINGS (TYP.) • ,' D 1 7. FINISHED FLOOR. 2. EXHAUST FAN IN CEILING OR WALL, SEE MECH / 0 8. APPROVED FLEXIBLE DUCT CONNECTORS NOT MORE THAN 6FT. IN - � ` �-\� LENGTH TO DRYER MAY BE USED DUCT CONNECTOR SHALL DWSS. __, 9 (FLEXIBLE NOTE: SPF CAN BE USED AS DRAFT STOP AS LONG O NOT BE CONCEALED WITHIN BLDG. CONSTRUCTION). ILLUSTRATION AS IT MEETS THE MINIMUM THICKNESS REQUIRED TO O O 3. 2X JOIST SEE STRUCT, DWSS. (TYP) DEPICTS USE OF DRYER BOX WITH THE FLEX DUCT CONNECTION. BE AN AIR BARRIER. FLEX DUCT CONNECTOR SHALL NOT BE DEFORMED OR COMPRESSED. DRYER O �7 4. FLOOR CEILING ASSEMBLY \ 0 9. DRYER DUCT SHALL NOT BE CONNECTED W/ SHEET METAL SCREWS _ 5. BLOCKING BY OTHERS OR OTHER FASTENERS WHICH WILL OBSTRUCT THE AIR FOW (TYP) EXPANDING CEILING (TYP.) FOAM (SPF) 6. ROOF - CEILING ASSEMBLY 10. DRYER DUCT SHALL BE OF MIN. 26 GAUGE SHEET METAL AND SHALL �� I HAVE SMOOTH INTERIOR SURFACES (TYP.) 10 11 5 \ Ei O 7. FINISHED FLOOR A. B. DRYER VENT SIZING 11. FIRECAULK TOP PLATE PENETRATION WHEN PENETRATE RATED FLOOR O 8. SHEET METAL FLASHING SUPPORTED AT LEAST EVERY 4 FEET. DRYER VENT SIZE LT NOTES CEILING ASSEMBLY (TYP.) VERTICALLY INSTALLED DUCT SHALL BE STABILIZED BY SUPPORT STRAPS 4" 14' 0" O <) ? 9. TEE -TOP SHEET METAL ROOF JACK W/ WIRE MESH 4' HANGER WIDTH NOTES: SCREEN SHOULD BE 1.5" AT A MAX. OF 6 FEET ON CENTER. L.] 1. FOR A 4" GALVANIZED DRYER VENT DUCT IF:L1 = 8' THEN: L2 = 14'-8' = 6' I I �< 10. MIN 26 GAUGE SHEET METAL EXHAUST DUCT (TYP) ----- 11. FIRE CAULK AT PLATE PENETRATION (TYP) iIIiiii%1I 6' MAX UNLESS OTHERWISE PERMITTED JURISDICTION, CLOTHES DRYER OR REQUIRED BY MANUFACTURER'S VENT SHALL NOT EXCEED INSTRUCTIONS AND APPROVED BY AUTHORITY HAVING A TOTAL COMBINED HORIZ. AND VERT. LENGTH OF 14' . TWO FEET SHALL BE w DEDUCTED FOR EACH 90- DEGREE ELBOW IN EXCESS OF TWO. SECTION 504.4.2.1 OF THE CMC. 12. WALL (TYP) 12 MAX. SAG 2" PER FOOT WHEN DUCT LENGTHS EXCEED CODE MINIMUM DRYER WITH LONG VENT OPTION SHALL BE SELECTED. 0 NOTE: - 1. SIMILAR FOR ADDITIONAL LEVELS. 2. SEE LINED JOIST BAY DETAIL WHEN DUCT DOES NOT ENTER C. D. FLEX DUCTS MAY REST ON WHEN DUCT LENGTH EXCEED ACCORDANCE WITH UL705 AND MANUFACTURER'S RECOMMENDED IN ACCORDANCE WITH MAX. LENGTH UL LISTED POWER VENTILATORS SHALL BE USED IN THE MANUFACTURER'S INSTALLATION MANUAL. FLOOR CEILING. ASSEMBLY FROM WALL CAVITY. SUPPORT DUCT BETWEEN CEILING OR TRUSS � SEE EXHAUST/ VENT TERMINATION DETAIL. METAL CONNECTION AND A JOISTS 3I BEND BY ALLOWING DUCT TOM IIUIIIIPfr G SUPPORTS IN DRY CLIMATES IF SUPPORTED AT LEAST EVERY 4 EXTEND STRAIGHT FOR A FEW FEET. r. INCHES BEFORE BENDING 411111 CEILING JOISTS BATHROOM EXHAUST VENTING 9 FLEX DUCT DETAIL 6 DRYER VENT DETAIL , 3 EXHAUST INSULATION FAN IN ATTIC EXHAUST FAN MOUNTING IN FLOOR / ROOF FRAMING ROOF CAP (PLACE AROUND AND OVER FAN HOUSING) % A 0 `.'�' N�►�~ BLOW THROUGH UNIT DRAW THROUGH UNIT POWER CABLE \ �,,,, ,,, (COIL AT POSITIVE PRESSURE) (COIL AT NEGATIVE PRESSURE) ��iiii. SEAL GAPS \� ,(�\ �'0 , ,, ,• 1 /4" 0x3" LAG 1/2" RECOMMENDATION p CONDENSING / HEAT PUMP UNIT ON THE GROUNDJOIST AROUND HOUSING �Ski"Zi-4:3 1�� `� /BLOCKING SCREWS (TYP. OR 4) 2X6 -�NOTES HOUSING '4°( MOUNTING RAILS v ® / ` MAINTAIN MIN. CLEARANCE AROUND THE UNIT ROUND SEAL PER MANUFACTURER'S RECOMMENDATIONS. DUCT JOINTS © CONDENSING UNIT IH OR HEAT PUMP INSULATE RS/RL LINES PER T24 REQUIREMENTS . WALL CAP O H UNIT j i ® SIZE PIPES PER MANUFACTURER'S RECOMMENDATIONS FOR INSTALLED LINE -SET ENSURE DUCT JOINTS AND EXTERIOR PENETRATIONS ARE SEALED WITH LENGTH. WRAP ALL EXPOSED COPPER PIPING IN CAULK OR OTHER SIMILAR MATERIAL TO CREATE AN AIR PATH. H=ESP(in.W.C.)+1/2" -TIGHT O3 H/2 min. CONTACT. WHEN DUCTS IS LOCATED IN UNCONDITIONED SPACE PLACE /WRAP INSULATION AROUND THE DUCT AND FAN TO MINIMIZE POSSIBLE II iF RISE REFRIGERANT LINES AND CONDENSATION BUILDUP WITHIN THE DUCT H=ESP(in.W.C.)+1" CONTROL WIRING IN WALL CAVITY TO FURNACE/FAN COIL UNIT. EXTEND PAD A MIN. OF 4" FROM UNIT ON ALL SIDES. EXHAUST FAN IN SOFFIT 1. CONDENSATE DRAIN CONNECTION COORDINATE SIZE WITH 2. HAND TIGHT PLUG CONDENSING UNIT. 3. P-TRAP WITH WATER SEAL �� FLOOR 4. CONDENSATE LINE. MIN 1% (1/8" PER 1') SLOPE I IL I I I 1 i FLOOR JOIST-\ PVC OR COPPER PIPE = EXTERNAL STATIC PRESSURE (SEE MECHANICAL SCHEDULE). 4" CONCRETE PAD 0' �' '- 10ESP EXHAUST DUCT I I 1 1 PIPE MATERIAL - PVC/COPPER OR ANY OTHER MATERIAL APPROVED FOR REFER TO PIPE PENETRATION 10 133Erii CA DETAIL A VEXHAUST CEILING GRILL FURNISHED WITH FAN SLOPE DUCT TOWARD VENT ALL JOINTS SEALED TIGHTLY WITH DUCT EXHAUST MASTIC FAN BACK DRAFT DAMPER CONDENSATE DRAIN DETAIL 8 CONDENSING UNIT INSTALLATION ' 5 CEILING TYPE EXHAUST FAN DETAIL 2 10 8 �;Il�j iqllpi 0� ���/ ''� -� _- ._// ' .,---,„ ., ., \ '� �� '' -��' WALL PENETRATION DETAIL 0 1. EXTERIOR WALL OR PARAPET WALL SEAL PENETRATION OUTLET WITH ELASTOMERIC LINE -SET COMPRESSION SLEEVE TYPE 'TITANGS30" BY AIREX MANUFACTURING INC. 2. INSULATION PROTECTIVE PVC COVER TYPE "E-FLEX GUARD" BY 13 AIREX MANUFACTURING INC OR SIMILAR 12 2 `\\ i'- � � ''-- --'- � ` ',O 2.�OP PQP\\P 0 '�\ 0 6 © © O © o 0 .)ii 3. ELASTOMERIC LINE -SET COMPRESSION & ANTI -VIBRATION SLEEVE (COMPONENT OF REFERENCE 1 "TITAN GS30") 4. INSULATION FOR REFRIGERATION SUCTION LINE 5. REFRIGERATION SUCTION LINE 6. REFRIGERATION LIQUID LINE 7. MECHANICAL CONNECTION SECURED WITH STAINLESS STEEL CLAMP (COMPONENT OF REFERENCE 1 "TITAN GS30") 11 8. WALL FASTENERS SELF TAPPING 3/8" HEX HEAD 1/4" DIAMETER •` ` 5 4 CO O 0 ALL MATERIAL ANCHORS SCREWS WITH ELASTOMERIC 0WASHERS (COMPONENT OF REFERENCE 1 "TITAN GS30") 1 9. WALL SURFACE SEAL ELASTOMERIC GASKET (COMPONENT OF REFERENCE 1 "TITAN GS30") �� 1 1. 22" x 30" MINIMUM ATTIC OPENING FLAT ROOF PENETRATION DETAIL 1. "PELICAN HOOD", "BIRDHOUSE" OR SIMILAR SHEET METAL RAIN 1 HOOD PRODUCT © 2. REFRIGERANT PIPES 2. LIGHT SWITCH LOCATED AT THE ENTRANCE 3. SHEET METAL FLASHING WATER PROOFING PER 3. SOLID FLOORING MINIMUM 24" WIDE ARCHITECTURAL DRAWINGS 4. MINIMUM 30"x30" FLOOR AREA AT REQUIRED ACCESS SIDE EXCEPTION: A WORKING PLATFORM NEED NOT BE PROVIDED CO 4. ROOF WHERE THE FAN COIL IS CAPABLE OF BEING SERVICED FROM THE REQUIRED ACCESS OPENING AND INSTALLED PER MANUFACTURER INSTALLATION MANUAL COMPLYING WITH ALL REQUIRED SERVICE CLEARANCES 5. SERVICE SIDE 6. WHERE HEIGHT OF PASSAGEWAY IS LESS THAN 6 FEET MAX. DISTANCE FROM ACCESS SHALL NOT EXCEED 20 FT. 7. NOT USED 8. 120 V RECEPTACLE OUTLET (WITHIN 25 FT) 9. LIGHTING FIXTURE W/ LAMP PROTECTION CAGE BY ELECTRICAL 10. FAN COIL 11. NOT USED 12. ATTIC TRUSS (TYP.) REFER TO TRUSS SHOP DRAWINGS 13. 2"X6" SLEEPERS (TYP.) REFER TO TRUSS SHOP DRAWINGS "PELICAN HOOD" "BIRDHOUSE" ATTIC FAN COIL INSTALLATION 7 REFRIGERANT PIPE PENETRATION DETAIL 4 DETAIL #1 1 G GOUVIS cairsultilsggrourp, rxc, 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC (3603) ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE DESCRIPTION SHEET NAME: DETAILS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: MD-1 GENERAL 1. ALL WORK SHALL COMPLY WITH CALIFORNIA CODE OF REGULATIONS 2019 TITLE 24, 2017 N.E.C., & 2019 C.E.C. AND LOCAL CODES. ELECTRICAL WORK SHALL COMPLY WITH CBC 2019 AND ALL EQUIPMENT AND SYSTEMS SHALL BE U.L. LISTED. POWER 1. ALL EXTERIOR ELECTRICAL EQUIPMENT SHALL BE WEATHERPROOF (MIN. NEMA 3R). 7. NEUTRAL BAR SHALL BE ISOLATED FROM THE GROUNDING BUSBAR AT ALL PANELBOARDS SERVING INDIVIDUAL UNITS. LIGHTING FIXTURES ADDITIONAL OTHER NOTES 1. ALL EQUIPMENT SHALL BE MOUNTED AND SUPPORTED ACCORDING TO THE OSHA REQUIREMENTS. G ISSUED DATE:XX/XX/XX 2. DRAWINGS ARE NECESSARILY DIAGRAMMATIC BY THEIR NATURE AND ARE NOT INTENDED TO SHOW EVERY CONNECTION IN DETAIL OR EVERY PIPE OR CONDUIT IN ITS EXACT LOCATION. CAREFULLY INVESTIGATE STRUCTURAL AND FINISH CONDITIONS AND COORDINATE THE SEPARATE TRADES IN ORDER TO AVOID INTERFERENCE BETWEEN THE VARIOUS PHASES OF WORK. ORGANIZE AND LAYOUT WORK SO THAT IT WILL BE CONCEALED IN WALLS, FURRED CHASES, AND CEILINGS, ETC., IN FINISHED PORTIONS OF THE BUILDING, UNLESS SPECIFICALLY NOTED TO BE EXPOSED. INSTALL ALL WORK PARALLEL OR PERPENDICULAR TO BUILDING LINES UNLESS OTHERWISE NOTED. 3. INSTALL THE ELECTRICAL SYSTEM USING CONSTRUCTION MEANS, METHODS, AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS / INSTRUCTIONS, TRADE "BEST PRACTICES" STANDARDS, AND APPLICABLE NATIONAL AND LOCAL CODES. 4. PROVIDE ALL LABOR, MATERIALS, TOOLS, PERMITS, FEES, TRANSPORTATION, ETC REQUIRED TO PROVIDE A COMPLETE AND FULLY -FUNCTIONING ELECTRICAL SYSTEM TO THE OWNER'S SATISFACTION. 5. ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE NEW AND SUPPLIED WITH ALL THE NECESSARY FITTINGS, ATTACHMENTS, AND ACCESSORIES FOR A COMPLETE INSTALLATION. 6. CONTRACTOR TO PROVIDE SUBMITTALS FOR ALL ELECTRICAL EQUIPMENT, ELECTRICAL MATERIALS AND LIGHTING FIXTURES FOR APPROVAL PRIOR TO ORDERING. 7. SWITCHGEAR DIMENSIONS ARE BASED ON THE APPROXIMATE DIMENSIONS OF THE MANUFACTURER SPECIFIED IN THE PLANS. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE EQUIPMENT WILL FIT IN THE ACTUAL SPACE PRIOR TO ORDERING THE EQUIPMENT. 8. CONTRACTOR SHALL REVIEW THE ELECTRICAL, AND OTHER CONSULTANTS DRAWINGS PRIOR TO STARTING ANY WORK AND INFORM THE ENGINEER OF ANY DISCREPANCIES, OMISSIONS, OR IF CLARIFICATIONS ARE REQUIRED TO COMPLETE THE INSTALLATION PRIOR TO COMMENCING THE WORK. CONTRACTOR, ENGINEER, ARCHITECT AND OWNER SHALL SCHEDULE A POST BID/PRECONSTRUCTION MEETING TO REVIEW AND DISCLOSE ALL DISCREPANCIES, OMISSIONS AND/OR CLARIFICATION RELATED TO THE CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS NOTED BY CONTRACTOR AND OR/OWNER AS PART OF THE PRECONSTRUCTION COORDINATION PROCESS. 9. REFER AND REVIEW TO THE; PLUMBING, MECHANICAL/HVAC, LOW VOLTAGE, COMMUNICATION, ACCESS CONTROL, INTERIOR DESIGN, ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO, AND DURING, THE ELECTRICAL INSTALLATION TO ENSURE ALL ELECTRICAL EQUIPMENT AND ASSOCIATED DISTRIBUTION PATHWAY ARE CLEAR OF AND COORDINATED WITH THE OTHER TRADES INSTALLATION REQUIREMENTS. 10. ALL HORIZONTAL AND VERTICAL PIPING, CONDUITS, AND DUCTS IN/THROUGH ELEVATED OR ON GRADE SLABS SHALL BE INSTALLED PER THE MANUFACTURERS INSTALLATION MANUAL AND MEET THE CLEARANCES SHOWN ON DETAIL E-0.3 OR HAVE APPROVAL IN WRITING FROM THE STRUCTURAL ENGINEER OF RECORD. AVOID ANY HORIZONTIAL/VERTIAL PIPING, CONDUITS AND DUCTS IN AREAS OF CONGESTED REINFORCEMENT SUCH AS COLUMNS, COLUMN CAPS AND COLUMN STRIPS. 11 PROVIDE ALL REQUIRED CONTROL WIRES, RELAYS, DISCONNECTS, STARTERS, CONDUITS, TIME SWITCHES, AND OUTLETS REQUIRED BY THE OTHER TRADES SYSTEMS AS INDICATED ON THEIR DRAWINGS. ALL ELECTRICAL WORK AND MATERIALS INDICATED IN THE ABOVE CONSULTANT'S (NOTE 8) DRAWINGS SHALL BE SUPPLIED AND INSTALLED BY THE ELECTRICAL CONTRACTOR UNDER THIS SCOPE OF WORK. 12. ALL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY AND SUPPORTED ACCORDING TO APPLICABLE OSHA REQUIREMENTS. 13. CONTRACTOR TO WARRANTY ALL WORK COMPLETED FOR A PERIOD OF ONE YEAR AFTER THE OWNER'S ACCEPTANCE DATE. ANY LABOR OR MATERIALS REQUIRED TO CORRECT FAULTY OR DEFECTIVE WORK WITHIN THE WARRANTY PERIOD SHALL BE CORRECTED AT THE EXPENSE OF THE CONTRACTOR. ANY WORKMANSHIP OR EQUIPMENT FOUND TO BE FAULTY OR DEFICIENT DURING THAT PERIOD SHALL BE CORRECTED AT ONCE, UPON WRITTEN NOTIFICATION, AT THE EXPENSE OF THE ELECTRICAL CONTRACTOR. 14. ALL BROCHURES, OPERATING MANUALS, CATALOGS, SHOP DRAWINGS, "AS-BUILTS" CONSTRUCTION DRAWINGS, ETC., SHALL BE TURNED OVER TO THE OWNER WITHIN 30 DAYS OF THE COMPLETION OF THE JOB. 15. CONTRACTOR ELECTRICAL "AS-BUILTS DRAWINGS" ARE TO INDICATE THE FINAL EQUIPMENT/DEVICE LOCATIONS, CONDUIT ROUTING, PANEL SCHEDULES, SINGLE LINE DIAGRAMS, ETC. - IN CAD OR EQUIVALENT FORMAT FOR THE OWNER'S RECORD AT THE COMPLETION OF THE JOB. 16. PROVIDE THE OWNER WITH 1 COPY OF ALL OPERATION AND MAINTENANCE MANUALS FOR LIGHTING, LIGHTING CONTROL, AND ELECTRICAL SYSTEMS. 17. LABEL ELECTRICAL SERVICE EQUIPMENT WITH THE MAXIMUM AVAILABLE FAULT CURRENT AT THE INCOMING TERMINALS OF THE EQUIPMENT PER CEC 110.24. 18. PROPERLY LABEL ALL ELECTRICAL ROOMS / CABINETS, ELECTRICAL PANELS, TIME SWITCHES, PANEL SCHEDULES, AND MULTI -GANG METERS WITH LAMINATED PLACARDS. ADDITIONALLY, PROVIDE ALL LABELING AND PLACARDS AT SPECIFIC LOCATIONS INDICATED IN THE CONTRACT DOCUMENTS. 19. CONTRACTOR SHALL VISIT THE SITE, VERIFY THE EXACT CONDITIONS RELATING TO THE WORK AND SHALL OBTAIN SUCH INFORMATION AS MAY BE NECESSARY TO PRESENT A CONCLUSIVE BID. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE, DUE TO FAILURE OF THE CONTRACTOR TO MAKE SUCH A FIELD VERIFICATION. BY SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE CONTRACT, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE THE FIELD VERIFICATION AND ACCEPTS ALL JOB SITE CONDITIONS. 20. FINAL LOCATIONS OF EQUIPMENT AND/OR DEVICES SHALL BE VERIFIED WITH THE OWNER/ARCHITECT PRIOR TO ROUGH -IN. 21. CONTRACTOR SHALL PROVIDE THE REQUIRED LABOR, MATERIAL, INSURANCE, EQUIPMENT, INSTALLATION PROCEDURES AND PRACTICES/ MEANS AND METHODS, CONSTRUCTION TOOLS AND STORAGE, TRANSPORTATION, ETC. FOR A COMPLETE AND PROPERLY OPERATING ELECTRICAL SYSTEM. 22. ALL MATERIALS SHALL BE NEW, AND OF THE SAME MANUFACTURER FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES, AND SHALL BEAR THE INSPECTION LABEL WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH THE APPROVAL OF THE DIVISION OF INDUSTRIAL SAFETY, AND ALL GOVERNING BODIES HAVING JURISDICTION. MATERIALS SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY A.N.S.I., U.L., N.E.M.A. AND N.B.F.U. INSTALL PER MANUFACTURERS' RECOMMENDATIONS. 23. CONTRACTOR SHALL SECURE ANY PAY FOR ALL NECESSARY BUILDING PERMITS. CONTRACTOR SHALL COORDINATE TEMPORARY CONSTRUCTION REQUIREMENTS INCLUDING POWER, SECURITY, STORAGE, SAFETY, ETC. WITH ALL TRADES PRIOR TO COMMENCING CONSTRUCTION. INCLUDE ALL OF THESE COSTS IN THE BID. 24. ALL TRADE LABOR SHALL BE DISCIPLINE TRAINED, COMPETENT AND SKILLED PERSONNEL. PERFORM ALL WORK CONSISTENT WITH THE BEST POSSIBLE TRADE PRACTICES WITH ADHERENCE TO ALL OSHA GUIDELINES. 25. WHERE A CONFLICT OCCURS BETWEEN THIS SPECIFICATION AND OTHER SPECIFICATIONS ISSUED AS A PART OF THE CONTRACT DOCUMENTS, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL. 26. ALL ADDENDA AND CHANGE ORDERS MUST BE APPROVED BY THE OWNER IN ADVANCE OF STARTING THE WORK. 27. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL MAJOR PIECES OF ELECTRICAL EQUIPMENT INCLUDING, BUT NOT LIMITED TO; SWITCHBOARDS, PANELBOARDS, TRANSFORMERS, ALL LIGHTING FIXTURES AND ASSOCIATED CONTROLS. SUBMITTALS SHALL BE MADE TO THE ARCHITECT AS SOON AS IS PRACTICABLE AFTER AWARD OF CONTRACT. 2. ALL EXTERIOR JUNCTION BOXES SHALL BE LISTED AS WEATHERPROOF WITH WEATHERPROOF COVERS. 3. ALL LIGHTING SWITCHES SHALL BE RATED FOR 120-277V, "DECORA" STYLE, AND WHITE UNLESS OTHERWISE NOTED ON THE PLANS OR OWNER'S SPECIFICATIONS. 4. ALL GENERAL USE RECEPTACLES SHALL BE NEMA 5-15R, "DECORA" STYLE, AND WHITE UNLESS OTHERWISE NOTED ON THE PLANS OR OWNER'S SPECIFICATIONS. 5. ALL RECEPTACLES IN DWELLING UNITS, GUEST ROOMS AND GUEST SUITES IN HOTELS AND MOTELS, AND CHILD CARE FACILITIES SHALL BE TAMPER- RESISTANT TYPE (NEC 406.12). 6. PROVIDE COMBINATION A.F.C.I./G.F.C.I. TYPE BREAKERS FOR ALL CIRCUITS FEEDING OUTLETS AND LIGHTS IN DINING ROOM, KITCHEN, LIVING ROOM, ETC. PER SECTION 210.12. 7. ALL OUTDOOR RECEPTACLES SHALL BE GFCI PROTECTED AND LISTED AS "WR" WEATHER RESISTANT TYPE PER CEC 406.9. OUTDOOR RECEPTACLES IN DAMP LOCATIONS SHALL HAVE WEATHERPROOF COVERS. OUTDOOR RECEPTACLES IN WET LOCATIONS SHALL HAVE "IN -USE" TYPE WEATHERPROOF COVERS. 8. NO PLASTIC ELECTRICAL BOXES ARE TO BE USED. IT IS ACCEPTABLE FOR RESIDENTIAL PER ELECTRICAL CODE AND LOCAL JURISDICTION CODE. 9. IN RATED WALLS, ELECTRICAL OUTLET BOXES SHALL NOT EXCEED 16 SQUARE INCHES PER ONE HUNDRED SQUARE FEET OF WALL. THE OUTLET SHALL BE INSTALLED MINIMUM 24" HORIZONTAL SEPERATION DISTANCE ON OPPOSITE SIDES OF A WALL. 10. RECESSED ELECTRICAL PANELS IN RATED ASSEMBLIES SHALL BE "FIREBOXED" AND CERTIFIED TO MAINTAIN THE ORIGINAL RATING OF THE WALL ASSEMBLY. 11. HALF SIZED OR TANDEM CIRCUIT BREAKERS MAY BE USED ONLY IF THE ELECTRICAL EQUIPMENT IS SPECIFICALLY LISTED TO RECEIVE SUCH DEVICES. ALL OTHER PANEL LOCATIONS - FULL SIZE CIRCUIT BREAKER MUST BE USED. 12. ALL BRANCH CIRCUIT BREAKERS SHALL BE NQOD (OR APPROVED EQUAL) AND HAVE MIN 75° RATED TERMINATION LUGS. 13. ALL BRANCH CIRCUIT BREAKERS FEEDING DWELLING UNIT LIGHTING AND POWER RECEPTACLES SHALL BE LISTED "COMBINATION TYPE AFCI" AND INSTALLED AT THE ORIGIN OF THE BRANCH CIRCUIT [210.12(A)(1)] 14. ALL PENETRATIONS (ELECTRICAL BOXES, CABLES, CONDUITS AND ETC...) THROUGH RATED ASSEMBLIES SHALL BE SEALED OR FIRE STOPPED TO MAINTAIN THE RATING OF THE ASSEMBLY WITH A LISTED FIRE STOPPING SYSTEM (I.E. 3M FIRE BARRIER OR EQUAL) IN COMPLIANCE WITH CBC SECTION 712. CONTRACTOR TO INSTALL FIRE STOPPING SYSTEM PER MANUFACTURER'S INSTRUCTIONS AND SPECIFICATIONS. 15. REFER TO ACOUSTICAL ANALYSIS / SPECIFICATIONS; PROVIDE PUTTY PADS OR OTHER SYSTEMS AS REQUIRED FOR SOUND ATTENUATION. 16. FOR DEVICES WITH SIMILAR FIRE BARRIER REQUIREMENTS. IF THE DENSITY OF OUTLET OPENINGS EXCEEDS 100 SQ. IN. FOR ANY 100 SQ.FT. OF WALL, THEN PUTTY PADS ARE REQUIRED FOR THE ENTIRE WALL. 17. PROVIDE EXPANSION AND DEFLECTION FITTINGS, WITH BONDING JUMPERS AT ALL BUILDING EXPANSION OR SEISMIC JOINT CROSSING. 18. WIRING SIZE PER CIRCUIT BREAKER TRIP SETTING AND NEC TABLE 310-16. ALL CONDUCTORS ARE MINIMUM #12 THHN/THWN-CU UNLESS OTHERWISE NOTED. MINIMUM 3/4" CONDUIT FOR PVC UNDERGROUND CONDUIT. 19. ALL WIRING TO COMPLY WITH CEC ARTICLE 300. CONDUCTORS SHALL BE INSTALLED IN CODE APPROVED RACEWAYS AS REQUIRED. 20. INTERIOR WIRING PERMITTED TO BE TYPE NM CABLE IN ACCORDANCE WITH CEC ARTICLE 334 AND LOCAL CODES IN ONE- AND TWO- FAMILY AND MULTIFAMILY DWELLINGS OF TYPE III, IV, AND V CONSTRUCTION. IN OTHER TYPES OF TYPE III, IV, AND V CONSTRUCTION NM CABLE MAY BE ACCEPTABLE, EXCEPT FOR EXPOSED IN ACCESSIBLE DROPPED CEILINGS, EXPOSED CEILINGS OR WHERE PROHIBITED IN CEC 334.12. CONTRACTOR TO VERIFY NM CABLE WIRING METHOD WITH AUTHORITY HAVING JURISDICTION PRIOR TO BIDDING THE JOB. MINIMUM WIRING SIZE PER THE 60 DEGREE "C" COLUMN OF CEC TABLE 310.15(B)(16) (I.E. #12 CU FOR 20A CIRCUIT BREAKERS). 21. IT IS PROHIBITED TO SHARE NEUTRAL CONDUCTORS FOR THREE SINGLE PHASE CIRCUITS PER CEC 200.4. 22. AS REQUIRED, ALL OVERSIZED FEEDERS THAT WERE ADJUSTED IN SIZE TO COMPENSATE FOR VOLTAGE DROP SHALL BE PROVIDED WITH ADAPTER LUGS OR SPLICE BOX. ADAPTER LUGS SHALL BE PROVIDED IF SIZE IS AVAILABLE, OTHERWISE PROVIDE CABLE SPLICES IN THE SPLICE BOX TO REDUCE CABLES TO THE MAXIMUM SIZE THAT THE BREAKER LUGS CAN ACCOMMODATE. 23. CLASS 2 & 3 WIRING: CABLES INSTALLED IN PLENUMS SHALL BE TYPE CL2P OR CL3P (CLASS 2 OR 3 RESPECTIVELY). CABLES INSTALLED AS RISERS (CABLES INSTALLED IN VERTICAL RUNS AND PENETRATING MORE THAN ONE FLOOR, OR CABLES INSTALLED IN VERTICAL RUNS IN A SHAFT) SHALL BE TYPE CL2R OR CL3R (CLASS 2 OR 3 RESPECTIVELY). CABLES INSTALLED IN CABLE TRAYS MAY BE TYPE PLTC, CL3P, CL3R, CL3, CL2P, CL2R, OR CL2. 24. WHERE MORE THAN TWO NM CABLES ARE INSTALLED THROUGH WOOD FRAMING, SUCH AS TOP OR BOTTOM PLATES WHERE THE OPENING IS SEALED WITH INSULATION OR SEALING (FIRE RATED) FOAM, ETC., THE ALLOWABLE AMPACITY OF EACH CONDUCTOR SHALL BE ADJUSTED IN ACCORDANCE WITH TABLE 310.15. REVIEW CEC 334.80. 25. ALL CABLE TRAYS CONTAINING TYPE SE, MC, MI, OR IGS SERVICE ENTRANCE CABLES MUST BE LABELED "CABLE TRAY CONTAINS SERVICE ENTRANCE CONDUCTORS". 26. ALL ELECTRICAL CONDUCTORS WITHIN 6' OF THE ATTIC MUST BE PROTECTED AS PER CEC 320.23A, 330.23, 334.23 27. ALL ELECTRICAL EQUIPMENT, BREAKERS, HOUSE PANELS, AND TIME SWITCHES DIRECTORIES SHALL BE PROPERLY TYPED LABELED. GROUNDING 1. THE ELECTRICAL SYSTEM SHALL BE GROUNDED AND BONDED IN ACCORDANCE WITH NEC ART. 250 AS ADOPTED AND AMENDED BY THE CEC AND THE ADOPTED EDITION OF THE N.E.C. AS IT RELATES TO OTHER APPLICABLE CODES. 2. SEPARATELY DERIVED SYSTEMS SHALL BE GROUNDED PER ART. 250.30 (A) FOR GROUNDED SYSTEMS OR 250.30(B) FOR UNGROUNDED SYSTEMS AND SHALL COMPLY WITH ART. 250.20, 250.21, 250.22, AND 250.26. 3. THE MAXIMUM RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS TO GROUND. 4. CONTRACTOR SHALL PROVIDE ALL INSTRUMENTATION AND TESTS FOR MEASURING THE RESISTANCE OF EACH PHASE TO GROUND. A PROPERLY CALIBRATED "MEGGER" TYPE INSTRUMENT SHALL BE USED. IN THE EVENT THAT HIGH RESISTANCE TO GROUNDS ARE FOUND, THEY SHALL BE ISOLATED. MAKE PROPER CORRECTIONS TO RESTORE THE RESISTANCE TO AN ACCEPTABLE VALUE. THIS SHOULD BE PROVIDED BY AN INDEPENDENT, APPROVED TESTING COMPANY. 5. ONSITE INDEPENDANT TESTING OF EQUIPMENT SHALL BE REQUIRED FOR SWITCHGEAR OVER 1,000 AMPS. 6. PROVIDE BONDED GROUND TO ALL METALLIC PIPE WITHIN THE UNIT, WHEN THERE IS NON METALLIC PIPING FEEDING INTO EACH UNIT MAKING EACH UNIT ISOLATED FROM THE MAIN PIPING SYSTEM WITHIN BUILDING. COMPLY WITH C.E.0 250.104(A)(1); 250.104(A)(2); 250.122. 1. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL CEILING CONSTRUCTION TYPE AS DEFINED ON THE ARCHITECTURAL DRAWINGS AND FURNISH ALL LIGHTING FIXTURES WITH THE CORRECT MOUNTING DEVICES WHETHER OR NOT SUCH VARIATIONS ARE INDICATED BY THE FIXTURE CATALOG NUMBER. THE CONTRACTOR SHALL VERIFY DEPTH OF ALL RECESSED LIGHTING FIXTURES WITH ARCHITECTURAL DRAWINGS PRIOR TO ORDERING FIXTURES. ANY DISCREPANCIES THAT WOULD CAUSE RECESSED FIXTURES NOT TO FIT INTO CEILING SHALL BE REPORTED TO THE ARCHITECT PRIOR TO ORDERING FIXTURES. THE CONTRACTOR SHALL VERIFY THE FIXTURE VOLTAGE WITH THE LIGHTING PLAN AND ORDER FIXTURES WHICH WILL OPERATE AT THE VOLTAGE TO WHICH THEY ARE CONNECTED. 2. ALL HANDICAP UNIT LIGHTING SWITCHES, RECEPTACLES, THERMOSTATS, AND OTHER CONTROLS SHALL BE LOCATED NO HIGHER THAN +48" AND NO LOWER THAN +15". ON THE KITCHEN COUNTER OR BATHROOM LAVATORY MAXIMUM HEIGHT FOR RECEPTACLES SHALL BE +44". SEE MOUNTING DIAGRAM AS PART OF THIS SET. 3. RECESSED LIGHTING FIXTURES WITH DIRECT CONTACT WITH INSULATION SHALL BE TYPE IC (LISTED BY RECOGNIZED TESTING AGENCY). RECESSED NON -TYPE IC FIXTURES SHALL HAVE A MINIMUM OF 3" CLEAR FROM INSULATION AND 1" FROM COMBUSTIBLE MATERIALS (NON -TYPE IC RECESSED FIXTURES ARE NOT PERMITTED IN RESIDENTIAL UNITS). 4. RECESSED LIGHTING IN RATED ASSEMBLIES SHALL BE EITHER "FIREBOXED" TO MAINTAIN THE RATING OF THE ASSEMBLY OR UTILIZE A LISTED FIXTURE WITH ENCLOSURE THAT MAINTAINS THE ORIGINAL RATING OF THE ASSEMBLY. 5. LIGHT FIXTURE RECESSED IN CEILINGS WHICH HAVE A ONE HOUR OR MORE FIRE RATING SHALL BE ENCLOSED IN A BOX WHICH HAS A FIRE RATING (IC) EQUAL TO THAT OF THE CEILING. PROVIDE MINIMUM OF 3" CLEAR FROM ALL SIDES AND TOP OF ENCLOSURE TO CEILING. LIGHTING FIXTURES IN CONTACT WITH INSULATION TO BE U.L LISTED FOR THERMAL BARRIER "CHICAGO PLENM". ALL BALLASTS FOR INDOOR 4 FT. FLUORESCENT IN COMMON AREA SUCH AS RECREATION, MAINTENANCE BLDG., SHALL BE "ENERGY SAVING TYPE" CBM AND U.L. LISTED. 6. CEILING INSULATION SHALL BE INSTALLED TO ALLOW 3" MINIMUM CLEARANCE FROM SIDES AND TOP OF RECESSED LIGHT FIXTURES. 7. RECESSED LIGHTING FIXTURE IN 1 HR. RATED AREAS REQUIRE BOX BOARD SHELL MINIMIZE PENETRATIONS INTO 1 HR. WALL BETWEEN 2 DWELLING UNITS. INSTALL NMC IN CONDUIT AND SEAL WITH PLASTER, OR FIRE CAULK, INSIDE THE ENDS OF CONDUIT (TO PREVENT SPREAD OF SMOKE OR FIRE). 8. IT IS THE INTENT OF THIS PROJECT, TO USE THE HIGHEST EFFICACY LIGHTING PRODUCTS AVAILABLE AND TO USE LED (LIGHT EMITTING DIODE) TYPE LUMINARIES WITH 3000k LIGHT TEMPERATURES AS INDICATED ON THE LUMINARIES SCHEDULE. 9. WHERE SPECIFIED, FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. HARMONIC CONTENT SHALL NOT EXCEED 10% ADVANCE MARK V OR EQUAL. 10. WHERE SPECIFIED, FLUORESCENT AND HID BALLASTS SHALL BE HIGH POWER FACTOR BALLASTS AND FOUR PIN, 3000 DEGREE KELVIN LAMPS. 11. FLUORESCENT LAMP SHALL BE 32 WATT T8, 3000 DEGREE KELVIN, SYLVANIA OR EQUAL. 12. HIGH EFFICACY LUMINARIES SHALL BE DEFINED AS FOLLOWS: 30 LUMENS PER WATT (FOR LAMPS 5W OR LESS) 40 LUMENS PER WATT (FOR LAMPS 6W-15W) 50 LUMENS PER WATT (FOR LAMPS 16W-40W) 13. MEDIUM AND CANDELABRA BASED SCREW -IN LAMPS DO NOT QUALIFY AS HIGH EFFICACY. GU-24 PIN BASES QUALIFY AS HIGH EFFICACY 14. VERIFY MOUNTING HEIGHT OF ALL WALL MOUNTED FIXTURES WITH ARCHITECT PRIOR TO ROUGH -IN. 15. ALL WALL FIXTURES SHALL BE INSTALLED SUCH THAT THE LOWEST PORTION OF THE FIXTURE PROTRUDING > 4" IS 80" ABOVE THE FINISHED GRADE OR HIGHER. 16. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. 17. LUMINARIES FOR GENERAL LIGHTING IN KITCHEN SHALL HAVE LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. A LUMINAIRE WHICH IS THE ONLY LIGHTING IN A KITCHEN WILL BE CONSIDERED GENERAL LIGHTING. GENERAL LIGHTING SHALL BE CONTROLLED BY THE MOST ACCESSIBLE SWITCH(ES) IN THE KITCHEN. ADDITIONAL LUMINARIES TO BE USED ONLY FOR SPECIFIC DECORATIVE EFFECTS NEED NOT MEET THIS REQUIREMENT. U.N.O 18. EACH ROOM CONTAINING A WATER CLOSET SHALL HAVE AT LEAST ONE LUMINAIRE WITH LAMPS WITH AN EFFICACY OF NOT LESS THAN 40 LUMENS PER WATT. IF THERE IS MORE THAN ONE LUMINAIRE IN THE ROOM THE HIGH EFFICACY LUMINARIES SHALL BE SWITCHED AT AN ENTRANCE TO THE ROOM. 19. ALL RECESSED LUMINARIES IN INSULATED CEILINGS SHALL BE TESTED AND LISTED FOR ZERO CLEARANCE INSULATION COVER (IC) AND AIR TIGHT (AT) BY RECOGNIZED TESTING LABORATORIES. ELECTRICAL CONTRACTOR TO VERIFY THIS INFORMATION BEFORE PURCHASING DOWNLIGHT HOUSING. 20. WHERE LOW LEVEL EXIT SIGNS ARE SHOWN ON PLANS, THEY SHALL BE MOUNTED NOT LESS THAN 6" AND NO MORE THAN 8" FROM FINISH FLOOR TO BOTTOM OF SIGN AND 4" FROM DOOR FRAME TO CLOSEST EDGE OF SIGN. PROVIDE LOW LEVEL EXIT SIGNS AS REQUIRED PER CODE. 21. ALL FIXTURES INDICATED WITH "COLOR AS SELECTED BY THE ARCHITECT" SHALL BE PROVIDED WITH CUSTOM COLORS PER THE ARCHITECT. SUBMIT SAMPLE COLOR CHIPS TO THE ARCHITECTS PRIOR TO ORDERING FIXTURES. TRIM RINGS FOR RECESSED DOWNLIGHTS SHALL BE COLOR AS SELECTED BY THE ARCHITECT. VERIFY COLOR SELECTION WITH THE ARCHITECT. 22. FOR OUTDOOR LIGHTING BRANCH CIRCUITS FROM BUILDING, INSTALL A RECESSED 4S, 2 1/8" (MIN) DEEP J-BOX WITH 2-GANG SWITCH RING GASKET WEATHERPROOF BLANK METAL COVER AT +12" TYPICAL. 23. POLE LIGHT AND POLE BASE COVER SHALL BE PRIMED WITH ONE COAT OF IRON OXIDE RUST - INHIBITIVE PRIME BASE COVER SHALL BE TWO PIECE HYDRO FORMED ALUMINUM BAKED POWDER URETHANE FINISHED COAT SELECT BY OWNER AND PAINTED BY MANUFACTURER. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE BASE POLE DIMENSIONS. 24. EXTERIOR LIGHTING SHALL BE "DARK/NIGHT SKY" COMPLIANT AS DEFINED AND ADOPTED BY THE LOCAL AHJ. AT A MINIMUM, THE LIGHT SOURCE SHALL BE SHIELDED AND NOT DIRECTLY VISIBLE AS DETERMINED BY THE AHJ. MECHANICAL SYSTEM 1. VERIFY EXACT LOCATIONS AND ORIENTATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL DRAWINGS. FIELD VERIFY CONDITIONS WITH MECHANICAL CONTRACTOR PRIOR TO ROUGH -IN. 2. REFER TO THE MECHANICAL DRAWINGS FOR EXACT EQUIPMENT RATINGS AND ELECTRICAL REQUIREMENTS. COORDINATE WITH THE INSTALLER OF THE HVAC SYSTEMS AND PROVIDE ALL CONDUIT, WIRING, TIME CLOCKS, STARTERS, CONTROL DEVICES, RELAYS, DISCONNECT SWITCHES, FIRE SMOKE DAMPERS, ETC. FOR THE PROPER OPERATION OF THE MECHANICAL SYSTEMS. REFER TO THE MECHANICAL DRAWINGS AND ADDENDUMS FOR ADDITIONAL ELECTRICAL REQUIREMENTS. 3. INSTALL 8#14-CU CABLE FROM FAN COIL (FAU) TO HEAT PUMP (CONDENSING UNIT) AND INSTALL FUSIBLE DISCONNECT SWITCH NEMA -3R IN -LINE OF SIGHT OF EQUIPMENT. INSTALL FUSE(S) AS INDICATED ON NAME PLATE. 4. ALL EQUIPMENT, ENCLOSURES, DEVICES, DISCONNECT SWITCHES, CONNECTIONS, ETC. LOCATED ON THE ROOF SHALL BE WEATHERPROOF - NEMA 3R. 5. DISCONNECT SWITCHES SHALL BE HEAVY DUTY HORSEPOWER RATED. SIZE SWITCH AND FUSED PER THE NAMEPLATE VALUE ON THE MECHANICAL UNIT. FIRE ALARM 1. SUBMIT A VARIANCE TO SEPARATE FIRE ALARM. 2. SWITCHGEAR IS BASED ON DIMENSIONAL INFORMATION PROVIDED BY EATON OR OTHER MANUFACTURER. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE SWITCHGEAR INTENDED FOR USE AT THIS FACILITY, FITS THE SPACES PROVIDED. 3. CONTRACTOR TO CONFIRM THE LOW VOLTAGE (<110v) CABLING REQUIREMENTS PRIOR TO BIDDING THE JOB. THE ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL BELDEN CA. NO. 9248 RG6/U TYPE COAXIAL CABLE TRANSMISSION LINE (CONFIRM EXACT CABLE TYPE WITH COMMUNICATIONS VENDOR FOR THE PROJECT) WITH INDIVIDUAL HOMERUNS FROM COMMUNICATIONS MPOE ROOM TO CATV TERMINAL SERVICE BOX AT IDF ROOMS AND TO UNIT HSD BOX. 4. PROVIDE A MINIMUM OF A 4FT X 8FT X 3/41N FIRE RATED PLYWOOD BACKBOARD IN EACH MPOE AND IDF ROOM, WITH A #6 COPPER (MIN) GROUND BONDED TO BUILDING GROUNDING SYSTEM. PROVIDE A DEDICATED QUAD PLEX RECEPTACLE PROTECTED BY A DEDICATED 20A/1 P CIRCUIT IN THE MPOE AND EACH IDF ROOM, FOR THE CATV / PHONE PROVIDERS. FOR EXACT SIZE AND MORE DETAILS, REFER TO LOW VOLTAGE CONSULTANT. 5. CONTRACTOR TO VERIFY MIN. DIMENSIONS REQUIRED FOR EQUIPMENT SIZES & CLEARANCES IN THE ELECTRICAL ROOM WITH ACCOMMODATION FOR LOW VOLTAGE, GAS, ETC. WHEN APPLICABLE PRIOR TO PLACING THE ORDER FOR SUCH EQUIPMENT & REPORT ANY DISCREPANCY TO THE OWNER, ARCHITECT & ENGINEER. AN APPROVED EQUIPMENT SUBMITTAL IS NOT A CONTRACTOR VERIFICATION OF EQUIPMENT CLEARENCES AND DIMENSIONS AT THE ELECTRIC ROOM - AS REQUIRED ABOVE. 6. PENETRATIONS IN PARTY WALLS SHALL BE ACOUSTICALLY SEALED WITH "POLYCEL" AROUND NMC, CABLE, AND OTHER DEVICES SUCH AS RECEPTACLES, J-BOXES, ETC. ELECTRICAL DEVICES INSTALLED IN OPPOSITE FACES OF PARTY OR DIVISION WALL SHALL BE SEPARATED HORIZONTALLY NOT LESS THAN 24 INCHES. (IN DIFFERENT STUD BAYS FOR WOOD WALLS). ELECTRICAL SHEET INDEX NO. SHEET DESCRIPTION 1 E-0.1 SHEET INDEX & GENERAL NOTES 2 E-0.2 ABBREVIATIONS & SYMBOL LIST 3 E-0.3 DETAILS 4 E-0.4 SINGLE LINE DIAGRAM, LOAD CALCULATIONS, EQUIPMENT SCHEDULES & PANEL SCHEDULES 5 E-1.1 LANDSCAPE PLAN 6 E-3.1 LOT 41 FLOOR PLAN SHEET INDEX & GENERAL NOTES 1 GOUVIS L..a consulting group, inc. ® 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/14/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS N COT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: SHEET INDEX & GENERAL NOTES PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: E-O.1 G ISSUED DATE:XX/XX/XX LIGHTING LIGHT LIGHT WITH LIGHT LIGHT WITH K> LIGHT PENDANT I—C) I UNDER (SURFACE MOUNT) (SURFACE MOUNT) 90 MINUTES BATTERY PACK (RECESS MOUNT) (RECESS MOUNT) 90 MINUTES BATTERY PACK (WALL MOUNT) LED LIGHT CABINET LINEAR LIGHT FIXTURE 4' LIGHT 4' LIGHT 90 MINUTES BATTERY PACK LIGHT LIGHT( BUG EYE) SIGN (CEILING MOUNTED) SIGN (WALL MOUNTED) CJ 1' X ---Nowimmin 1' X WITH 0o TRACK EMERGENCY 0 ® EXIT T EXIT SITE LIGHTING EIPOLE LIGHT Q POST LIGHT -0- BOLLARD LIGHT a UPLIGHT LIGHT 8 TREE LIGHT NOTE: VERIFY ALL LIGHT FIXTURES WITH OWNER/ ARCHITECT PRIOR TO BID. LIGHTS AND PANEL SHALL NOT BE RECESSED IN FIRE RATED ASSEMBLIES UNLESS BOXED WITH EQUIVALENT CONSTRUCTION. SWITCH $ab $3ab $4ab v v SINGLE POLE, ab = CONTROL ZONES a & b 3-WAY 4-WAY DIMMER SWITCH OCCUPANCY SENSOR(WALL) PUSH-BUTTON SWITCH DOOR BELL CHIME TELEPHONE OUTLET DATA OUTLET COMBINATION TELEPHONE AND DATA OUTLET BOX WALL TELEVISION OUTLET DAY LIGHT SENSOR(CEILING) OCCUPANCY SENSOR(CEILING) POWER PACK NOTE: LIGHT SWITCHES AND CONTROLS, WALL MOUNTED AT +48" AFF (MAX) ALL WALL SWITCHES CONTROLLING EMERGENCY CIRCUITS SHALL BE ENGRAVED WITH "EMERGENCY" ON RED FACE PLATE OUTLETS 017 DUPLEX RECEPTACLE QUAD RECEPTACLE SPECIAL RECEPTACLE DUPLEX USB GFCI DUPLEX RECEPTACLE GFCI DUPLEX RECEPTACLE WITH WEATHERPROOF COVER DUPLEX RECEPTACLE, BOTTOM HALF SWITCHED DUPLEX CEILING RECEPTACLE DUPLEX FLOOR RECEPTACLE QUAD FLOOR RECEPTACLE DUPLEX ABOVE COUNTER GFCI DUPLEX ABOVE COUNTER CONTROLLER ABOVE COUNTER DUPLEX W/USB (TYP. ABOVE COUNTER) CONTROLLER W/USB (TYP. ABOVE COUNTER) NOTE: ALL WALL MOUNTED RECEPTACLE SHALL BE +18" AFF U.O.N. ALL WALL COUNTER MOUNTED RECEPTACLE SHALL BE GFCI AND 6" ABOVE SPLASH. COORDINATE WITH ARCHITECTURAL DRAWINGS. MECHANICAL $T M 8 SDD (SDD) x FUSED DISCONNECT SWITCH NON -FUSED DISCONNECT SWITCH THERMALLY RATED 2P MOTOR SWITCH MANUAL MOTOR RATED SWITCH CONDENSING UNIT (CU) OR FORCED AIR UNIT (FAU) OR EXHAUST FAN (EF) SMOKE DUCT DETECTOR (SDD) HEAT PUMP (HP) FAN COIL UNIT (FC) NOTE: ALL A.I.C. RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE VERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TO BID. MISC sD SMOKE DETECTOR HARDWIRED W/ BATTERY BACKUP 0 KD SMOKE DETECTOR AND CARBON MONOXIDE COMBO HARDWIRED W/ BATTERY BACKUP KEYED NOTE SYMBOL LIGHT MARK PANEL JUNCTION BOX (WALL MOUNTED) J-BOX ( CEILING MOUNTED) NOTE: ALL A.I.C.RATINGS OF ELECTRICAL DISTRIBUTION EQUIPMENT SHALL BE VERIFIED WITH LOCAL UTILITY COMPANY HAVING JURISDICTION PRIOR TO BID. SINGLE LINE DIAGRAM CIRCUIT BREAKER Y DRAWOUT CIRCUIT BREAKER 1 FUSED SWITCH TRANSFORMER l_I-A-AJ (YWl AUTOMATIC TRANSFER SWITCH o- OGENERATOR PANELBOARD PANEL OM METER /1 / MOTOR OR EQUIPMENT AS NOTED UNDERGROUND PULL SECTION LANDING LUGS SHUNT TRIP —NNW -I ST ELECTRONIC TRIP UNIT: L - LONG-TIME TRIP S - SHORT -TIME TRIP I - INSTANTANEOUS TRIP G - GROUND -FAULT TRIP, GROUND FAULT SENSING INTEGRAL WITH CIRCUIT BREAKER. LSIG FUSE CUTOUT 0 YTRANSFORMER DRY TYPE WYE CONFIGURATION A DELTA CONFIGURATION 1 GROUND O ®U UTILITY COMPANY METER. PROVIDE CT'S & PT'S AS REQUIRED. REFER TO SINGLE LINE DIAGRAM. EkCURRENT TRANSFORMER 71 DISCONNECT SWITCH FURNISHED W/ EQUIPMENT OSTART -STOP CONTROL STATION H O A HAND-OFF AUTO CONTROL STATION GF GROUND FAULT RELAY GROUND FAULT PROTECTION _ P AJ _J GFP LOW VOLTAGE KEYED NOTES TV (CATV). PROVIDE OUTLET (1) RG6. RUN CABLE TO THE CATV BOX. VERIFY WITH TV SERVICE PROVIDER AND IT CONSULTANT BEFORE ROUGH -IN. • COMBINATION PHONE AND DATA. PROVIDE (1) CAT 6 CABLE PHONE AND (1) CAT6 CABLE FOR DATA BACK TO STRUCTURED MEDIA ENCLOSURE. PROVIDE 2-PORT COVER PLATE MOUNTED WITHIN 2-FEET OF 120V RECEPTACLE. PHONE. PROVIDE (1) CAT 6 CABLE PHONE BACK TO STRUCTURED MEDIA ENCLOSURE. PROVIDE 1-PORT COVER PLATE MOUNTED +42" AFF. • DATA. PROVIDE (1) CAT 6 CABLE BACK TO STRUCTURED MEDIA ENCLOSURE. PROVIDE 1-PORT COVER PLATE MOUNTED 2-FEET OF 120V RECEPTACLE. [14) STRUCTURED MEDIA ENCLOSURE. COORDINATE WITH LOW VOLTAGE CONTRACTOR. PROVIDE DUPLEX RECEPTACLE OUTLET INSIDE ENCLOSURE, SURGE PROTECTED 15 AMP I.E. LEGRAND 5362WSP OR LEVITON 47605-ACS. IN -BOUND SERVICES SHALL TERMINATE IN THIS ENCLOSURE AND INDIVIDUAL CONNECTIONS SHALL BE PROVIDED TO TELEVISION, DATA AND TELEPHONE DEVICES. PROVIDE CONDUIT RUN FROM THE STRUCTURED ENCLOSURE TO THE TELEPHONE AND CABLE COMPANY "POC". SYMBOLS LIST 2 ABS ABOVE BACKSPLASH IG ISOLATED GROUND T TRANSFORMER ADA AMERICAN WITH DISABILITY ACT IN OR " INCHES TC TIME CLOCK AFF ABOVE FINISHED FLOOR INCAD INCANDESCENT TELC TELEPHONE CABINET AFG ABOVE FINISHED GROUND TEL TELEPHONE AFCI ARC FAULT CIRCUIT INTERRUPTER JB/JBOX JUNCTION BOX TELCOM TELECOMMUNICATIONS AIC AMPERE INTERRUPTING CAPACITY TELE/DATA TELEPHONE & DATA AF/AT AMP FRAME, AMP TRIP K DEGREE KELVIN TV TELEVISION ANN FIRE ALARM ANNUNCIATOR PANEL KVA KILOVOLT AMPERES TP TAMPER PROOF AS/AF AMP SWITCH, AMP FUSE KW KILOWATT TYP TYPICAL AMP, A AMPERE KCMIL THOUSAND CIRCULAR MILS TSP TWISTED SHIELDED PAIR ARCH ARCHITECTURAL ASYM ASYMMETRICAL LC LIGHTING CONTACTOR UBP UTILITY BRANCH PANEL ATS AUTOMATIC TRANSFER SWITCH LCL LINE CONTINUOUS LOAD UG UNDERGROUND AV AUDIO VISUAL LCP LIGHTING CONTROL PANEL UGPS UNDERGROUND PULL SECTION AWG AMERICAN WIRE GAUGE LF LINEAR FEET UON UNLESS OTHERWISE NOTED LPS LOW PRESSURE SODIUM UPS UNINTERRUPTIBLE POWER SUPPLY BATT BATTERY LT LIGHTING TRANSFORMER UT UTILITY POWER TRANSFORMER BC BARE COPPER LTG/LTS LIGHTING UTP UNSHIELDED TWISTED PAIR BCG BARE COPPER GROUND LSI LONG TIME, SHORT TIME, INSTANTANOUS BKR BREAKER LSIG LONG TIME, SHORT TIME, INSTANTANOUS, GROUND V VOLTS BLDG BUILDING VA VOLTS AMPETERS BOT BOTTOM OF TRAY M METER VD VOLTAGE DROP MAX MAXIMUM VFD VARIABLE FREQUENCY DRIVE C CONDUIT MCA MINIMUM CIRCUIT AMPACITY °C CELSIUS MCB MAIN CIRCUIT BREAKER W WIRE CAB CABINET MCC MOTOR CONTROL CENTER WP WEATHERPROOF CB CIRCUIT BREAKER MFR MANUFACTURER CKT CIRCUIT MH MOUNTING HEIGHT XFMR TRANSFORMER CLCB CURRENT LIMITING CIRCUIT BREAKER MH METAL HALIDE XFR TRANSFER CLF CURRENT LIMITING FUSE MLO MAIN LUGS ONLY CLG CEILING MOCP MAXIMUM OVERCURRENT PROTECTION Y WYE CONNECTION CM/GC CONSTRUCTION MANAGER/GENERAL CONTRACTOR MTD MOUNTED C.O. CONDUIT ONLY, COMPLETE WITH PULL WIRE MS MAIN SWITCHBOARD COMM COMMUNICATIONS MV MERCURY VAPOR CONN CONNECTED MW MICROWAVE CONST CONSTRUCTION CONT CONTINUATION N NEUTRAL CPT CONTROL POWER TRANSFORMER NC NORMALLY CLOSED CT CURRENT TRANSFORMER NEC NATIONAL ELECTRICAL CODE CPT CLEAN POWER TRANFORMER NF NON -FUSED NIC NOT IN CONTRACT A DELTA CONNECTED NL NIGHT LIGHT DB DISTRIBUTION BOARD NO NORMALLY OPEN DIA DIAMETER NO. OR # NUMBER DISC SW DISCONNECT SWITCH DIST DISTRIBUTION OFCI OWNER FURNISHED, CONTRACTOR INSTALLED DEG DEGREE DP DISTRIBUTION PANELBOARD P POLE DT DIRTY POWER TRANFORMER PA PUBLIC ADDRESS DWG DRAWING PB PULL BOX DW DISH WASHER PC PHOTOCELL PH OR 4 PHASE EF EXHAUST FAN PL POLE EG EQUIPMENT GROUND PR PAIR (E) EXISTING PRI PRIMARY EL ELEVATION PRIMARY OVER 600 VOLTS ELEC ELECTRICAL PROVIDE FURNISH, INSTALL, AND CONNECT ELEV ELEVATOR PT POTENTIAL TRANSFORMER EMER EMERGENCY PWR POWER EMS ENERGY MANAGEMENT SYSTEM EMT ELECTRICAL METALLIC TUBING QTY QUANTITY ENT ELECTRICAL NON-METALLIC TUBING E.O.L. END -OF -LINE CIRCUIT TERMINATOR RECPT, REC RECEPTACLE EP EXPLOSION PROOF REF REFRIGERATOR EQPT EQUIPMENT REQD REQUIRED EWC ELECTRIC WATER COOLER RGS RIGID GALVANIZED STEEL EXIST EXISTING RM ROOM RP REC BUILDING PANEL FA FIRE ALARM ROIC RESIDENT OFFICER IN CHARGE OF CONSTRUCTION FACP FIRE ALARM CONTROL PANEL FATC FIRE ALARM TERMINATION CABINET SBG STANDBY GENERATOR FDR FEEDER SDPB STANDBY DISTRIBUTION PANELBOARD FIXT FIXTURE SEC SECURITY FLA FULL LOAD AMPS SECONDARY 600 VOLTS AND LESS FLR FLOOR SECT SECTION FLOUR FLUORESCENT SF/SQFT SQUARE FOOT FT OR' FEET SN SOLID NEUTRAL FP FIRE PUMP SPEC SPECIFICATION SP SUMP PUMP G/GND GROUND SQ SQUARE GEF GARAGE EXHAUST FAN SSG SECONDARY SWITCHGEAR GFCI GROUND FAULT CIRCUIT INTERRUPTER ST SHUNT TRIP GFP GROUND FAULT PROTECTION SURF SURFACE SW SWITCH H HOT (UNSWITCHED) SYM SYMMETRICAL HID HIGH INTENSITY DISCHARGE SYS SYSTEMS HOA HAND OFF AUTO HP HORSE POWER HPS HIGH PRESSURE SODIUM HTR HEATER HVAC HEATING, VENTILATION, & AIR CONDITIONING H.W.D.L. HEIGHT, WIDTH, DEPTH, LENGTH ABBREVIATIONS 1 GOUVIS engir consulting group, in . K) 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/14/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: ABBREVIATIONS & SYMBOL LIST PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: E-O.2 ISSUED DATE:XX/XX/XX Catalog Number: MC3042S1400FD Features and Ratings • Outdoor Enclosure (NEMA Type 3R) • Ring Type Meter Cover, No Bypass • Meter Socket Rating: 320A Continuous, 400A Max. • Panelboard Rating: 400A Max, 1 Phase, 3 Wire, 120/240V- • (30) 1" Breaker Spaces, (42) Circuits Max. • 22,000 AIC Max. Rated (See Wiring Diagram for Details) • Underground Service Only • Flush Mounting, Provision for HD Type Hubs • For Photovoltaic or Alternate Energy applications (200A Max.) 20.60 UL View Shown Without Doors 42.27 20.60 300 4.39 7.50 8.49� 0 27 26 0 .50 BB •• • B• •e 41.22 1 n n 3.81 8.00 41 06 1.75 17 50 8.00 3.00 1 View Shown Without Covers, Doors, Deadfronts -16.82 0� METER SOCKET 0 0 p ° E E 01 2226 01. (E) 2-1/2, 2, 1-1/2, 1-1/4, 1" KO (6x) 3.01 2.19 e:� "o 0 • mislA v=. • • 26.37 o- ° Ga ,10 1 O 29.87 O OBO 33.69 E 37.19 (F) 4, 3-1/2, 3, 2-1/2" KO (2x) 33.18 E OB 2.87 16.46 • 31.30 26.00 • • B (B) 3/4, 1/2" KO (19x) B (C) 1, 3/4, 1/2" KO (3x) A) 1/2" KO (27x) G 0 7.15 4_ METER SOCKET 39 56 (G) 2, 1-1/2, 1-1/4, 1, 3/4" KO (2x) �� oft • 000 E 000 (0000 r► E A 5.21 D ®®•'`�!•OO ('J 92.19 i HD Hub Provision . 11 31.87 37.73 (D) 1-1/4, 1, 3/4" KO (2x) Accessories If hub is required, use Type HD catalog numbers listed below: Trade size (In) Catalog No. 2" EC56854 2''A" EC56855 3" EC56856 3'A" EC56857 4" EC56858 Closure Plate EC56933S Accessory Filler Plate 200 Amp Main Breaker 150 Amp Main Breaker LUG #6-350 kcmil LUG #2-600 kcmil IUG 500-1000 kcmil Flush Rail Kit Standby Interlock Kit Standby Interlock Kit LUG KIT #2-2/0 WO KIT #8-2/0 LUG KIT #2300kcmil (200A MAX) Catalog No. QF3 or ECQF3 QN2200RH QN2150RH SUK350TA SUK600TA SUK1000TA ECFRK3 ECSBPK05 ECSBPK07 ECLK2125 ECLK2150 ECLK2225 Torques & Wire Sizes Load, Neutral and Ground Terminals Terminal Wire Size Torque A, B, N SUK350TA (2)#6-350 kcmil 275 lb -in SUK600TA #2-600 kcmil 375 lb -in SUK1000TA 500-1000 kcmil 500 lb -in N1 N2 300 kcmil - #4 250 lb -in G1 2/0 - #14 50 lb -in G2 #2 - #14 50 lb -in Branch Breaker See Markings on Breaker Terminals NEUTRALIEQUIP GROUND BAR Sma11 Terminals 10 - 14 AWG 20 lb -in 8 AWG 25 lb -in 6 AWG 35 lb -in Large Terminals 10 - 14 AWG 35 lb -in 8 AWG 40 lb -in 1/0-6AWG 45 lb -in Tightening Torques: 5/16" Nuts(1/2" Drive) 130-140 in-Ibs 3/8" Nuts(9/16" Drive) 240-260 in-Ibs 1/2" Nuts(3/4"Drive) 490-540 in-Ibs Terminal I Wire Size (Torque NEUTRAL/EOUIP GND* Small (2) #12-14 CU 20 lb -in Terminals (2) #12 AL 20 lb -in (2 or 3) #12-14 CU 35 lb -in Large (2 or 3) #10-12 AL 35 lb -in Terminals (2) #10 CU 35 Ib-in (3) #10 CU 50 lb -in EQUIPMENT GROUND BAR ECGB (1, 2 or 3) #14 CU 20 lb -in Series (1 or 2) #10-12 AL/CU 20 lb -in #8 AL/CU 25 lb -in #6-4AL/CU 35 Ib-in *Only Equ'pment Ground Terminals may use more than one wire per terminal. Schematic PARALLEL ENERGY SOURCE DISC. (200A MAX.) M3 G2 N2 CAUTION: Circuit may be Ilve with meter removed. N1 G1 M1 M2 SERVICE DISCONNECT (200A Max) ▪ SERVICE DISCONNECT (200A MO 1 " • 2 _r • • Z• w L Equpment Ground ECGB5,ECGB1 O,ECGB14 z cD n w 5 z © 2015 Copyright Siemens Industry, Inc. SIEMENS Siemens Industry, Inc. SolarReadyTM Meter Combination Description: 400A, UG, Flush Mount, No Bypass KAM 7/28/15 ING Fam l DODNOOTSC LE I Dwg. No. MC3042S1400FD ,o 400A PANEL - SPECIFICATION NOTES: 1. THE ELECTRICAL CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL TELEVISION OUTLETS WITH THE ARCHITECT PRIOR TO INSTALLATION. 2. ALL DEVICES SHOWN ON THIS DETAIL ARE FOR REFERENCES OF MOUNTING HEIGHTS ONLY. THE ELECTRICAL CONTRACTOR SHALL FIELD ADJUST THE HEIGHTS OF THE DEVICES AS REQUIRED FOR PROPER MOUNTING OF THE DEVICES. 3. ALL DEVICES REQUIRED FOR THIS PROJECT MAY NOT APPEAR ON THIS DETAIL. ALL ITEMS SHOWN ON THIS DETAIL MAY NOT B REQUIRED OF THIS PROJECT. 4. FIRE ALARM HORN/STROBES ARE TO BE MOUNTED NO HIGHER THAN 96" AND NO LOWER THAN 80" ON CENTER. CLOCK DISC. SW. CL. 48" ELECTRICAL PANEL 4 1 u u G 72" u 12" MIN 18" 44" 72" G Ou 4 44" EXIT i null 1 I FIR I I I 7 48" 0 80" 96" NOTE: PROVIDE ENCLOSURE TO MATCH WALL RATING IF PANEL OCCURS IN FIRE RATED WALL. CONTRACTOR SHALL FIELD VERIFY WITH ALL LOCATIONS. ENGRAVED NAMEPLATE ON FRONT PANEL TYPEWRITTEN CIRCUIT DIRECTORY LOCATED ON INSIDE FACE OF DOOR HINGED, LOCKABLE AND FLAT DOOR FLUSH LOCK HANDLE AND MECHANISM BOLT TO STRUCTURE, BOTH SIDES, WITH 1/4" DIAMETER BOLTS, THREE PER SIDE AND FRAME, AS REQUIRED RECESSED MOUNTED PANEL 4 84" 1 11 u u 6 44" 24" 1 EXTERIOR RECEPTACLE WG G 26" I GFCI NOTE: PROVIDE ENCLOSURE TO MATCH WALL RATING IF PANEL OCCURS IN FIRE RATED WALL. CONTRACTOR SHALL FIELD VERIFY WITH ALL LOCATIONS. ENGRAVED NAMEPLATE ON FRONT PANEL TYPEWRITTEN CIRCUIT DIRECTORY LOCATED ON INSIDE FACE OF DOOR HINGED, LOCKABLE AND FLAT DOOR FLUSH LOCK HANDLE AND MECHANISM BOLT TO STRUCTURE, BOTH SIDES, WITH 1/4" DIAMETER BOLTS, THREE PER SIDE AND FRAME, AS REQUIRED SURFACE MOUNTED PANEL STACKABLE WASHER & DRYER GFCI 00 50" (MAX) TO TOP 48" OF BOX 36" 1 GFCI CO MAIN TELECOMM. GROUND BUS BAR TGB 20' MIN 6' MIN MAIN SERVICE SERVICE ENTRANCE EQUIPMENT FOR MULTIPLE SERVICES (WHERE APPLICABLE) SIZED ON OVERCURRENT DEVICE PER NEC 250 - TYPICAL CONTINUOUS GROUND CONDUCTOR WITHOUT SPLICE L PHASE BUS NEUTRAL BUS GROUND BUS FEEDER GROUND CONDUCTOR SIZED PER NEC 250 TYPICAL UNISULATED GROUND BAR GROUNDING ENCLOSURE TYPICAL INSULATED NEUTRAL BAR MOTOR STARTER PANEL BOARD TYPICAL CONTINUOUS GROUND CONDUCTOR WITHOUT SPLICE TYPICAL BRANCH CIRCUIT, GROUND WHERE REQUIRED, SIZED ON OVERCURRENT DEVICE PER NEC 250. (I) 250.68(C)(1) METAL UNDERGROUND WATER PIPE: INDICATE THE CONNECTION TO THE INTERIOR METAL WATER PIPING SHALL BE MADE WITHIN 5 FT FROM THE POINT OF ENTRANCE TO THE BUILDING MOTOR (4) r9 M FINISH FLOOR HOOD EXH. FAN (1) 1 , MICROWAVE (1) RANGE HOOD T , GOO GOO 1-1 1-1 NOTE: MILWORK LAYOUT SHOWN IS DIAGRAMATIC, REFER TO ARCHITECTURAL ELEVATIONS FOR ACTUAL EQUIPMENT THAT IS REQUIRED AND THE LOCATIONS PRIOR TO ROUGH -IN. (2) e 171) '(3) KEYED NOTES: (1; rl1 II L1J OVEN SINK j DISPOSAL (1 T II DISHWASHER (WHERE APPLICABLE) (1) DEDICATED SIMPLEX RECEPTACLE MOUNTED IN CASEWORK FOR LOAD INDICATED RELATIVE LOCATIONS ARE DIAGRAMATIC, REFER TO ARCHITECTURAL PLANS FOR ACTUAL LOCATIONS. 00 (2) DISCONNECT SWITCH FOR SIMPLEX RECEPTACLE SERVING DISPOSALS AND DISHWASHER, LABEL SWITCHES: "DISPOSAL" AND "DISHWASHER DISCONNECT". (1) (3) GFCl/AFCI RECEPTACLE ON EACH COUNTER AND ON EITHER SIDE OF SINK. PROVIDE A MINIMUM OF TWO DEDICATED COUNTERTOP RECEPTACLES, CIRCUIT ALL OTHER COUNTERTOP RECEPTACLES TOGETHER ON A COMMON CIRCUIT. SWITCH FOR CONTROLLING RANGE HOOD FAN, PER TITLE 24 5 T KITCHEN RECEPTACLE LAYOUT TYPICAL ELECTRICAL DEVICE HEIGHT WALL PER PLAN WHERE OCCURS REBAR T• RUN 8'-0" MIN PAST 6" • R SPACING #5 AN SECTION X-X MAXIMUM OUTSIDE DIAMETER OF ANY CONDUIT THAN SCHED 40 STEEL CONDUIT IS 1". MAXIMUM OUTSIDE DIAMETER OF SCHED 40 STEEL CONDUIT IS THE LESSER OF 2 1/4" AND 1/3 THE SLAB THICKNESS 10' 0" MAX SPLAY CONDUIT. DO NOT CROSS CONDUIT LINES PLAN AT ELECTRICAL ROOM SWEEP WALL PER PLAN WHERE OCCURS MAX 2 1/4" CONDUIT 4' 0" MIN. 3 TIMES THE CONDUIT DIAMETER CLEAR BETWEEN PARALLEL CONDUITS LOCATE CONDUIT IN MIDDLE 1/3 OF SLAB THICKNESS 0 0 0 0 0 REQUIRED CONDUIT CLEARANCE NOTES: 1. HORIZONTAL AND VERTICAL CONDUIT IS NOT ALLOWED WITHIN 4'-0" OF ANY COLUMN FACE. 2. NO ALUMINUM OF ANY KIND SHALL BE PLACED IN THE SLAB. 3. CONDUIT SHALL BE PLACED TO PROVIDE AT LEAST 3 TIMES THE CONDUIT DIAMETER CLEAR BETWEEN PARALLEL CONDUITS. 4. CONDUIT SHALL BE LAID OUT TO NOT CROSS OVER OTHER CONDUIT AND TO THE EXTENT POSSIBLE, BE AT LEAST 4" FROM ANY REBAR OR POST -TENSIONING TENDONS. 5. DO NOT TIE CONDUIT TO REBAR OR POST -TENSIONING TENDONS THAT RUN PARALLEL TO THE CONDUIT. -1:11 LOCATE CONDUIT IN MIDDLE 1/3 OF SLAB THICKNESS • 000• 0000,0J00 . • #5 @12" O.C. IOP & BOTT. EA. WAY • SECTION Y-Y GENERAL NOTES: PLASTIC OR METAL CONDUITS MAY BE EMBEDDED IN SLAB PROVIDING THAT THE FOLLOWING CRITERIA ARE MET: A - PIPES AND ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER. MAXIMUM PIPE SIZE SHALL BE 1" DIA. AND LOCATED WITHIN THE MIDDLE THIRD OF THE SLAB MINIMUM SPACING SHALL BE SIX (6) TIMES THE PIPE DIAMETER. PIPES SHALL NOT IMPAIR THE STRENGTH OF THE MEMBER. PROVIDE CONDUIT LAYOUT FOR ENGINEER REVIEW AND APPROVAL. ANY GROUP OF CONDUITS LARGER THAN 2" & CLOSER THAN 6" SHALL BE CONSIDERED AS AN OPENING AND SPECIALLY TRIM BARS ARE TO BE PLACED AROUND THEM. B - CONDUITS MUST NOT INTERRUPT THE POST -TENSIONED CABLES. C - COLUMN CAPS SHOULD BE AVOIDED OR SPECIAL REINF. SHALL BE PROVIDED BY THE E.O.R. D - IT IS UNDESIRABLE TO HAVE EXCESS AMOUNTS OF CONDUIT ENTERING THE SLAB AT ONE LOCATION. IF THIS CONDITION EXISTS, THE CONDUITS MUST BE FANNED OUT IMMEDIATELY. 4 REINFORCING AND CLEARANCES AT CONDUIT IN SLAB GROUNDING SCHEDULE FACTORY INSTALLED GROUND BUS BAR INTEGRATED BUS BAR MAIN BOND JUMPER INTEGRATED BUS BAR CASE BOND JUMPER CONCRETE ENCASED ELECTRODE (UFER) GROUDING ELECTRODE CONDUCTOR TO ROD, PIPE OR PLATE CU or CU-CLAD STEEL GROUND ROD COPPER GROUND RING CONDUCTOR METALLIC PIPING BONDING CONDUCTOR BUILDING STEEL BONDING CONDUCTOR MULTIPLE SERVICE BONDING CONDUCTOR TELEPHONE SYSTEM BONDING CONDUCTOR 200 AMP AND LESS SHALL BE SIZED TO ACCOMMODATE ALL GROUND WIRE LUGS AS INDICATED ON GROUNDING DIAGRAM AND/OR REFERENCED ELSEWHERE ON PLANS OR SPECIFICATIONS #4 #4 #4 #4 3/4" x 10' #2 #4 #4 #4 #6 225 AMP #2 #2 #4 #2 3/4" x 10' #2 #2 #2 #2 #6 400 AMP #1/0 #1/0 #4 #1/0 3/4" x 10' #1/0 #1/0 #1/0 #1/0 #6 600 AMP #2/0 #2/0 #4 #3/0 3/4" x 10' #2/0 #2/0 #2/0 #2/0 #6 800 AMP #3/0 #3/0 #4 #3/0 3/4" x 10' #3/0 #3/0 #3/0 #3/0 #6 1000 AMP #3/0 #3/0 #4 #3/0 3/4" x 10' #3/0 #3/0 #3/0 #3/0 #6 1200 AMP 250kcMIL 250kcMIL #4 #3/0 3/4" x 10' #3/0 #3/0 #3/0 #3/0 #6 1600 AMP 350kcMIL 350kcMIL #4 #3/0 3/4" x 10' #3/0 #3/0 #3/0 #3/0 #6 2000 AMP 400kcMIL 400kcMIL #4 #3/0 3/4" x 10' #3/0 #3/0 #3/0 #3/0 #6 2500 AMP 500kcMIL 500kcMIL #4 #3/0 3/4" x 10' #3/0 #3/0 #3/0 #3/0 #6 3000 AMP 500kcMIL 500kcMIL #4 #3/0 3/4" x 10' #3/0 #3/0 #3/0 #3/0 #6 GROUNDING SYSTEM GENERAL NOTES 1. THE GROUNDING ELECTRODE SYSTEM SHALL CONSIST OF ITEMS A, B, C, D, E, F AND G WHERE APPLICABLE. 2 . ITEMS H, AND J MUST BE BONDED TOGETHER AND TO THE GROUNDING ELECTRODE SYSTEM WHEN THEY ARE PRESENT. 2 3. ITEM D CONCRETE ENCASED ELECTRODE (UFER) SHALL HAVE UFER SUPPORT CONSISTING OF 5/8 "x 10 'COPPER GROUND ROD CUT INTO2 SECTIONS AND DRIVEN FOR SUPPORT OF UFER CONDUCTOR ONLY COPPER TO COPPER CONNECTIONS ARE ACCEPTABLE. DO NOT USE RE - BAR FOR UFER SUPPORT (THIS IS TO AVOID THE HARMFUL EFFECTS OF DISSIMILAR METALS IN CONTACT.) A UL.LISTED COPPER TO RE - BAR CLAMP (SUCH AS GRAVES JONES BOND "SYSTEM) IS AN APPROVED ALTERNATIVE. 4. THIS DETAIL IS PROVIDE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, ARTICLE 250, PERTAINING TO THE "GROUNDING ELECTRODE SYSTEM". 5. ALL SPLICING SHALL BE ACCOMPLISHED VIA EXOTHERMIC WELD (CAD - WELD) ONLY. 6. ALL CONDUCTOR SIZING INDICATED ON THE GROUNDING SCHEDULE ARE FOR COPPER CONDUCTORS, ALUMINUM IS NOT PERMITTED 7. ANY VARIANCES FROM THIS DIAGRAM AND ASSOCIATED SCHEDULE AND NOTES MUST BE REQUESTED AND APPROVED IN WRITING PRIOR TO INSTALLATION. 8. ALL INSTALLATIONS SHALL COMPLY WITH THE LATEST ADOPTED EDITION OF N.E.C. ARTICLE 250 (ALL SUBPARAGRAPHS) AND ALL STATE AND LOCAL REQUIREMENTS. 9. THE GROUNDING SYSTEM SHALL PROVIDE LESS COAL (4) FOUR OHMS RESISTANCE TO GROUND AT THE SERVICE CONNECTION. THE RESULTS SHALL BE VERIFIED BY AN INDEPENDENT TESTING AGENCY VIA GROUND TEXT (FALL OF POTENTIAL) AND SUBMITTED TO. ELECTRICAL ENGINEER UPON COMPLETION OF PROJECT TYPICAL SYSTEM GROUNDING AND BONDING GOUVIS consulting group, inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/14/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE DESCRIPTION A 12/06/21 PLAN CHECK SHEET NAME: DETAILS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: E-0.3 ISSUED DATE:XX/XX/XX PANEL "P1" MOUNTING RECESSED DOUBLE LUG NO VOLTS 120/240 MAIN MLO NEMA 3R NO 200% NEUTRAL NO PHASE 1 BUS 200 FEED THRU NO I/G BUS NO WIRE 3 A.I.C. 42000 Wire Size C I R C LOCATION A B LOKEI TNIOS G C V TPC R M B K R N 0 T E S N 0 T E S B K R M I SCINT C R E P K TVG C O L A B LOCATION C I R C Wire Size #14CU 1 GENERAL LTG 1 1432 15/1 A A 15/1 1440 GENERAL LTG 2 2 #14CU #14CU 3 GENERAL LTG 3 1434 15/1 A A 15/1 1454 GENERAL LTG 4 4 #14CU #14CU 5 GENERAL LTG 5 1234 15/1 A A 15/1 1328 GENERAL LTG 6 6 #14CU #12CU 7 GENERAL LTG 7 1350 15/1 15/1 0 SPARE 8 #12CU 9 SMALL APPLIANCES 1500 20/1 DF 20/1 180 BBQ 10 #12CU #12CU 11 SMALL APPLIANCES 1500 20/1 DF G 20/1 1200 GARAGE DOOR 1 12 #12CU #12CU 13 SMALL APPLIANCES 1500 15/1 DF G 20/1 1200 GARAGE DOOR 2 14 #12CU #12CU 15 DISHWASHER 1440 20/1 DF G 20/1 720 GARAGE RECS 16 #12CU #12CU 17 GARBAGE DISPOSAL 1 1200 20/1 DF DF 20/1 1500 GAS DRYER 18 #12CU #12CU 19 GARBAGE DISPOSAL 2 1200 20/1 DF DF 20/1 1500 WASHER 20 #12CU #12CU 21 MEDIA CAB 180 20/1 A 50/2 5100 MICROWAVE - OVEN 22 #6CU #12CU 23 BATH REC. 900 20/1 G -- 5100 -- 24 #14CU 25 EXT. LTG. 610 15/1 20/1 720 EXT. REC. 26 #12CU #12CU 27 HOOD 476 15/1 15/1 180 HOLIDAY LIGHTS 28 #12CU 29 SPARE 0 15/1 15/1 0 SPARE 30 31 SPARE 0 15/1 15/1 0 SPARE 32 33 SPARE 0 15/1 15/1 0 SPARE 34 35 SPARE 0 15/1 15/1 0 SPARE 36 37 PV MONITOR 0 15/2 PV 15/1 0 SPARE 38 39 -- 0 -- 15/1 0 SPARE 40 A= 19124 B = 18454 W/LCL A = 19124 W/LCL B = 18454 TOTAL VA = 37578 W/ LCL = 37578 W/ LCL AMPS = 157 TOTAL LCL = 0 x 0.25 = 0 HIGH PHASE VA = 19124 W/ LCL = 19124 HIGH PH AMPS = 159 HIGH PHASE LCL = 0 x 0.25 = 0 * REFER TO RESPECTIVE DWELLING UNIT LOAD CALCULATIONS FOR FEEDER/PANEL LOAD JUSTIFICATION* PANEL "SUB PANEL P1S" MOUNTING RECESSED DOUBLE LUG NO VOLTS 120/240 MAIN MLO NEMA 3R NO 200% NEUTRAL NO PHASE 1 BUS 200 FEED THRU NO I/G BUS NO WIRE 3 A.I.C. 42000 Wire Size C I R C LOCATION A B LOKEI TNICS G C V TPC R M B K R N 0 T E S N 0 T E S B K R M I SCINT C R E P K TVG C O L A B LOCATION C I R C Wire Size #14CU 1 LV LIGHTING 300 15/1 15/1 0 SPARE 2 #12CU 3 FC-42 490 15/2 35/2 2669 HP-42 4 #8CU 5 -- 490 -- -- 2669 -- 6 #12CU 7 FC-42 490 15/2 35/2 2669 HP-42 8 #8CU 9 -- 490 -- -- 2669 -- 10 #10CU 11 TANKLESS W.H. 180 15/1 20/1 200 WATER FOUNTAIN 12 #12CU #8CU 13 EV CAPABLE 4800 50/2 20/1 200 FIRE PIT 14 #12CU 15 -- 4800 -- 15/1 180 C.P. 16 #10CU 17 SPARE 0 15/1 15/1 0 SPARE 18 19 SPARE 0 15/1 15/1 0 SPARE 20 21 SPARE 0 15/1 15/1 0 SPARE 22 23 SPARE 0 15/1 15/1 0 SPARE 24 25 SPARE 0 15/1 15/1 0 SPARE 26 27 SPARE 0 15/1 15/1 0 SPARE 28 29 SPARE 0 15/1 15/1 0 SPARE 30 31 SPARE 0 15/1 15/1 0 SPARE 32 A= 11618 B = 11678 W/LCL A = 11618 W/LCL B = 11678 TOTAL VA = 23296 W/ LCL = 23296 W/ LCL AMPS = 98 TOTAL LCL = 0 x 0.25 = 0 HIGH PHASE VA = 11678 W/ LCL = 11678 HIGH PH AMPS = 97 HIGH PHASE LCL = 0 x 0.25 = 0 * REFER TO RESPECTIVE DWELLING UNIT LOAD CALCULATIONS FOR FEEDER/PANEL LOAD JUSTIFICATION* PANEL SCHEDULE NOTES 1. WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANEL BOARD FROM THE PANEL BOARD MAIN LUGS. 2. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANEL BOARD AS THE PANEL BOARD MAIN LUGS. 3. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, PROVIDE CIRCUIT BREAKERS IN PANEL BOARD WHICH ARE SERIES RATED WITH THE UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANEL BOARD SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELL AS ALL MARKING AS REQUIRED BY THE NEC, OR CEC WHERE ADOPTED, 240-83(C). 4. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED, AND MARKED FOR FUTURE USE. 5. PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER(S) FOR ANY MULTI -WIRE BRANCH CIRCUIT. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (ie. MULTIPLE CIRCUITS SHARING A COMMON NEUTRAL (NEC, OR CEC WHERE ADOPTED, 210.4(B),). 6. PROVIDE BREAKER LOCK OFF DEVICE ON ANY CIRCUIT BREAKER FEEDING A TRANSFORMER AS REQUIRED, PER NEC, OR CEC WHERE ADOPTED, 450.14, WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER LOCK -OFF DEVICES TO EXISTING TRANSFORMER CIRCUIT BREAKERS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. 7. ALL CIRCUIT BREAKERS SHALL BE BOLT -ON TYPE AND SHALL. TABLE FOR 75 DEGREE AMPACITY CONDUCTORS. 8. ELECTRICAL PANELS SHALL BE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5-3/4" DEEP OTHERWISE NOTED. 9. ALL ELECTRICAL PANEL BUSSING SHALL BE TIN PLATED ALUMINUM. 10. BRANCH CIRCUITS SERVING 20 AMP RECEPTACLES IN DWELLING UNIT BEDROOMS, LIVING ROOMS, DINING ROOMS, PARLOR ROOMS, HALLWAYS, CLOSETS AND SIMILAR SPACES SHALL BE PROTECTED BY AN "ARC -FAULT INTERRUPT CIRCUIT BREAKER" PER NEC 210-12(b). PANEL NOTES "A" AFCI PROTECTION TYPE CIRCUIT BREAKER "G" GFCI PROTECTION TYPE CIRCUIT BREAKER "B" BACKFEED TYPE CIRCUIT BREAKE "DF" DUAL -FUNCTION AFCl/GFCI PROTECTION TYPE CIRCUIT BREAKER "P" SPACE PROVISION ONLY. NO BREAKER REQUIRED. "PV" SOLAR READY BY OTHERS PANEL SCHEDULES UNIT SERVICE LOAD CALCULATION NEC LOAD GROUP Lot 41 Area SQ. FT. 3365 GENERAL LIGHTING 220.82(B)(1) 3X Area 10095 220.82(B)(2) Small Appliance 4500 Laundry Load (Washer & Dryer) 3000 General Lighting Subtotal 17595 220.82(B)(3)a OTHER FIXED APPLIANCES Garbage Disposer 2400 Dishwasher 1440 Electric Microware - Oven 10200 Garage Door Opener 2400 Hood Vents 476 Total Fixed Appliance 16916 220.82(B)(3)d WATER HEATERS Gas Water Heater (Tankless) 180 TOTAL GENERAL LOAD 34691 First 10KVA at 100% 10000 Remainder at 40% 9876.4 Subtotal General Load 19876.4 220.82(C) HEATING AND AIR-CONDITIONING LOAD Total CU/HP Load 8372 Fancoil Unit/Air Handling Unit 1576 Total 9948 OTHER LOADS ADF 180 EV Charger 9600 Total Other Load 9780 CALCULATED LOAD WITH DEMAND FACTOR 39604.4 AMPS CALCULATIONS Volt 240 Phase 1 Amps 166 LOAD CALCULATIONS SINGLE -LINE DIAGRAM KEYED NOTES O O VERIFY WITH SERVICE PLANNER FOR AIC RATING AND ELECTRICAL INFORMATION BEFORE ISSUING ANY BID. NOTIFY ENGINEER IMMEDIATELY IF MAJOR DISCREPANCIES OCCURS. STUB UP CONDUIT FOR PV SYSTEM. PV SYSTEM SHALL BE SUBMITTED UNDER A SEPARATE PERMIT. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH PV CONSULTANT FOR THE EXACT SIZE OF CONDUIT AND ALL ELECTRICAL REQUIREMENTS. 3 LIGHTING LUMINAIRE SCHEDULE MARK LEGEND VOLT MOUNT DESCRIPTION MANUFACTURER MODEL NUMBER LAMPS INPUT WATTS NOTES A 120 SURFACE LED CEILING LIGHT FIXTURE SELECT BY OWNER SELECT BY OWNER LED 18 OR APPROVED EQUAL B -- 120 WALL LED LIGHT (WALL) SELECT BY OWNER SELECT BY OWNER LED 48 OR APPROVED EQUAL O 120 SURFACE LED TRIP LIGHT SELECT BY OWNER SELECT BY OWNER LED 50 OR APPROVED EQUAL O {F-0>120PENDANTLEDD0WNLIGHTCIRCALIGHTINGT0B5091BZBZLED100KITCHENISLAND ND F 0 g 120 WALL LED LIGHT (WALL SCONCE) REJUVENATION A6918 LED 100 KITCHEN PERIMETER COUNTER F 0) T 120 WALL LED LIGHT (WALL SCONCE) ARTERIORS DB49016 LED 40 HALLWAY QF 0), T 120 WALL LED LIGHT (WALL SCONCE) ARTERIORS 49404 LED 60 POWDER BATHROOM F 0 120 WALL LED LIGHT (WALL) BAR LIGHT SELECT BY OWNER BS18075 PN LED 100 BATHROOMS 2 & 3 F 0� T 120 WALL LED LIGHT (WALL) ILLUMINATED MIRROR ELECTRIC MIRROR SIL-4242 LED 100 OR APPROVED EQUAL F-0jL7 120 SURFACE CEILING FAN BIG ASS FANS 53127-SO-AW-04-02-C-01-F259 - 100 GREATROOM \\ {F-0$ // 120 SURFACE CEILING FAN BIG ASS FANS 53150-SO-AW-04-02-C-01-F259 - 100 PRIMARY BEDROOM & OUTDOOR LIVING #1 NOTES: 1) VERIFY WITH OWNER OR ARCHITECT BEFORE PURCHASING THE LIGHTING FIXTURES. SINGLE -LINE DIAGRAM GENERAL NOTES 1. THE MAXIMUM AVAILABLE FAULT CURRENT IS BASED ON WORST CASE FAULT CURRENT PUBLISHED BY THE UTILITY COMPANY. CONTRACTOR TO OBTAIN FAULT CURRENT LETTER FROM UTILITY COMPANY FOR EACH SERVICE BEFORE ORDERING SWITCHBOARD. IF AVAILABLE FAULT CURRENT IS HIGHER THAN SHOWN IN THE DRAWINGS, CONTACT ELECTRICAL ENGINEER IMMEDIATELY. 2. LETTER FOR SHORT CIRCUIT CURRENT VALUE FROM UTILITY COMPANY SHALL BE AVAILABLE AT THE JOB SITE FOR INSPECTION. 3. ELECTRICAL EQUIPMENT SHALL BE LISTED BY THE CITY, WHERE THE PROJECT IS LOCATED, RECOGNIZED ELECTRICAL TESTING LABORATORY OR APPROVED BY THE DEPARTMENT. 4. ALL NEW CIRCUIT BREAKERS, FUSIBLE SWITCHES AND ELECTRICAL EQUIPMENT SHALL BE FULLY RATED HAVING A SHORT-CIRCUIT (AIC) RATING EXCEEDING THE AVAILABLE SHORT-CIRCUIT CURRENT AT THE EQUIPMENT. SERIES RATING OF EQUIPMENT IS NOT ALLOWED. 5. ALL SWITCHBOARDS AND DISTRIBUTION BOARDS SHALL HAVE: 5.1. TIN-PLATED ALUMINUM BUSSING WITH RECTANGULAR CROSS SECTION. HORIZONTAL AND VERTICAL BUSSING SHALL BE FULL LENGTH AND SHALL HAVE PROVISIONS FOR FUTURE EXTENSIONS. ALL BUSSING SHALL HAVE MINIMUM WITHSTAND RATING EQUAL TO THE AVAILABLE FAULT CURRENT INDICATED. ALL VERTICAL AND HORIZONTAL BUSSING SHALL BE RATED AT FULL CAPACITY IN ALL SWITCHBOARD AND DISTRIBUTION BOARD SECTIONS. PROVIDE 100% NEUTRAL BUSSING MINIMUM UNLESS OTHERWISE NOTED. PROVIDE FULL LENGTH GROUND BUS AND, WHERE INDICATED ON PLANS, ISOLATED GROUND BUSSING. PROVIDE REAR WIRE WAY IN ALL SWITCHBOARD SECTIONS. 5.2. LUGS SUITABLE FOR USE WITH COPPER OR ALUMINUM CONDUCTORS LISTED FOR USE WITH 75 DEGREE CELSIUS AMPACITY CONDUCTORS. 5.3. PERMANENT PLACARD(S) MARKED PER THE SPECIFICATIONS AND PER NEC (OR CEC-WHERE ADOPTED) SECTIONS 225.37, 230.2(E), 690.56, 692.56, 700.7, 701.7, 702.7, AND 705.10 DENOTING THE PRESENCE OF ADDITIONAL SERVICES, PHOTOVOLTAIC SYSTEMS, FUEL CELLS, EMERGENCY OR STAND-BY POWER SOURCES AS APPLICABLE. 5.4. SINGLE LINE DIAGRAM SHOWN IS A "FULLY RATED SYSTEM" UNLESS NOTED. OTHERWISE. 5.5. THE MAXIMUM COMBINED VOLTAGE DROP ON BOTH INSTALLED FEEDER CONDUCTORS AND BRANCH CONDUCTORS TO THE FARTHEST CONNECTED LOAD OR OUTLET SHALL NOT EXCEED 5 PERCENT. 5.6. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE "UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION". SECONDARY CABLE POLYMER CONCRETE PAD LIGHTING LUMINAIRE SCHEDULE MECHANICAL EQUIPMENT SCHEDULE ITEM DESCRIPTION EQUIPMENT RATING FUSED DISCONNECT CIRCUIT DATA CONDUIT - WIRE MOTOR VOLTS HP FLA MCA MOCP \ HEAT PUMPS 240 - 22.24 27.8 30 30AS-2P-30AF 3/4"C 2# 0, 1#10E.G. (42) FAN COILS 240 - 4.08 5.1 15 M 2 P 1-XX 3/4"C-2#12, 1#12E.G. 42 4111 EXHAUST FAN 120 26.4 W - - M P 1-XX 3/4"C-2#12, 1#12E.G. 0 EXHAUSTFAN 120 285W -- $ P1 XX 3/4"C-2#12, 1#12E.G. (F). EXHAUST FAN 120 . 346 W - - M $ P1-XX 3/4"C-2#12, 1#12E.G. (MB)EF AZIA EXHAUST FAN 120 28.5 W M P 1-XX 3/4"C-2#12, 1#12E.G. v PLUMPING EQUIPMENT SCHEDULE CIRCULATION PUMP 120 180 W - - - - P1-33 3/4"C-2#12, 1#12E.G. v TANKLESS WATER HEATER 120 180 W - - - - P1-23 3/4"C-2#12, 1#12E.G. 0 NOTE : 1. FUSED/FUSED SIZE PER MANUFACTURER'S RECOMMENDATION. ELECTRICAL CONTRACTOR SHALL VERIFY PRIOR TO ROUGH -IN. 2. PROVIDE (1) 3/4" C.O. WITH PULL WIRE FROM EQUIPMENT LOCATION TO RESPECTIVE EQUIPMENT CONTROL DEVICE FOR CONTROL WIRING AS REQUIRED. REFER TO MECHANICAL FOR EXACT CONTROL LOCATION AND ADDITIONAL REQUIREMENTS PRIOR TO ROUGH -IN. UTILITY XFMR A.F.G.wwm `M1111..1 wm I MU 111 PP GROUNDING SECONDARY CONDUIT I L PRIMARY CABLE PRIMARY CONDUIT CT's EQUIPMENT SCHEDULES 400A METER COMBINATION 'MS' 120/240V,10, 3W 42KAIC GND BUS 400A BUS i 200AF 200 AT 2P 42K AIC PANEL 'P1' 400AF 400AT 2P 42K AIC 200AF o) 200 AT 2P 42K AIC N u_ PANEL 'P1S' 0 32P0A 42K AIC Voltage Drop and Short Circuit Calculation FEEDER CONDUIT FAULT CURRENT CABLE NAME PANEL NAME UNIT/ CIRCUIT VOLTS PHASE DEMAND AMPS AMPS PARALLEL RUNS PHASE CONDUCTOR EQUIPMENT GROUNDING CONDUCTOR CONDUCTOR MATERIAL CONDUCTOR INSULATION CONDUIT TYPE CONDUIT SIZE FILL% (<40%) DISTANCE (FT) 'L' %VD FAULT CURRENT Isc AIC P1 P1 240 1 266 400 2 250 1 ALUM THHN EMT 21/2 23.00% 52 0.58 42000 23990 42000 P1S P1A 240 1 266 400 2 250 1 ALUM THHN EMT 21/2 23.00% 15 0.17 42000 34524 42000 4 2 SOLAR DESIGN BY OTHERS SINGLE LINE DIAGRAM G GOUVIS L..a consulting group, inc. ® 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/14/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: SINGLE LINE DIAGRAM, LOAD CALCULATIONS, EQUIPMENT SCHEDULES & PANEL SCHEDULES PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: E-O.4 G ISSUED DATE:XX/XX/XX 1 1 SYN-LAWN AREA AISED SP 8' X 8' 0 O POOL AREA 18' X 3 8 ' O 'PIS' 14 41 WP 1_ FOR FIRE PIT 1 S-14' W. D. /41 1 1 2 L L 'P1 S-12' 'PIS' 1 1 O $1 1 J 1 1 CALLE 1 00 00 00 REF. D.O. WP 7 FOR BBQ 1 'P1-10' REF. FOR FUTURE POOL EQUIPMENT DRIVEWAY MATERIAL T.B.S. LIGHTING LEGEND SYM QTY. DESCRIPTION MODEL NO. 1C-1° 4 PALM / ACCENT LIGHT (35°) COLOR: TEXTURED BLACK 3.5 WATTS, 2700K, 200 LUMENS 16016-BKT-27-LED BY: KICHLER 3 PALM / TREE UPLIGHT (60°) COLOR: TEXTURED BLACK 3.5 WATTS, 2700K, 200 LUMENS 16017 BKT 27 LED BY: KICHLER 4 6 PATH LIGHTS COLOR: TEXTURED BLACK 4 WATTS, 2700K, 126 LUMENS 15805 BKT 27 LED BY: KICHLER 3 STEP / CAP LIGHTING COLOR: TEXTURED BLACK 1 WATT, 2700K, 40 LUMENS 16101-BKT-27-LED BY: KICHLER / 1 \ STAINLESS STEEL ENCLOSURE LOW VOLTAGE TRANSFORMER 300W T1 NORTH 0 4' 8' 1/8" = 1'-0" 16' 24' LANDSCAPE PLAN 1 GOUVIS consriitrnggroup, irrc. �l 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/14/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE / I \ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: LANDSCAPE PLAN PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: E-1.1 GENERAL NOTES 1. PROVIDE VACANCY SENSOR/DIMMER TO ALL LUMINAIRES REQUIRED BY SECTION 150.0 OF 2019 TITLE 24 PART 6. ISSUED DATE:XX/XX/XX 1 cnf ��e 2e LOW VOLTAGE BOX 3 3q 4b 4b &4 WP I 25i 3mb Ib14 I T DOOR BELL 025p WP 5 25i 5b 5b l°J 2O26iR WP 61 3ba4c C?ALSE0311363k- 6b 5 TIME CLOCK 16 TC WP 25k WP 25k F-0 \100/ 7v F-0 100 FOR R P1S FOR G.D.0 2 1 WP 25k FOR FOR REF. 2 FREEZER (61/P_-2(527 5 s®v 1 7v 12 2527 9 (5Co) TYP. FOR G.D.0 1 FOR PV SYSTEM FOR EVCS 240V PHONE & TV PANEL LOCATION WP WP 25y FOR HOLIDAY W�IGHTS 28a 16 INSTALL RECEPTACLE UNDER EAVE 13,15 C.O. TO ATTIC FOR SATELLITE METER LIGHTED ADDRESS 25• z SIGN LOCATION 0 2' 4' 1/4" = 1'-0" 8' 12' FIRST FLOOR PLAN 1 2. THIS DRAWING IS FOR REFERENCE ONLY. WIRE CKT 20 ON THE PLAN TO ALL DETECTORS FOR A COMPLETE AND OPERATIONAL SYSTEM. VERIFY W/LOCAL JURISDICTION FOR ALARM DETECTOR REQUIREMENT BEFORE ROUGH -IN. 3. IN DWELLING AREA SPECIFIED IN CEC 2019 SECTION 210.52; (A) WALL SPACE, (B) SMALL -APPLIANCE CIRCUIT, (C) COUNTERTOP SPACE, (D) BATHROOM AREA, (E) OUTDOORS, (F) LAUNDRY AREA, (G) GARAGE, AND (H) HALLWAYS; ALL 125-VOLT, 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER -RESISTANT RECEPTACLES. 4. OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS WILL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION -TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. 5. ALL NEW CARBON MONOXIDE ALARM ARE 120V HARD -WIRED WITH BATTERY BACKUP, INTERCONNECTED WITH OC SENSOR, AND ARE AUDIBLE IN ALL SLEEPING ROOMS. 6. ELECTRICAL CONTRACTOR MUST VERIFY MECHANICAL EQUIPMENT INFORMATION FOR MECHANICAL DRAWING BEFORE ISSUING ANY BID. NOTIFY ENGINEER IMMEDIATELY IF ANY DISCREPANCY OCCUR. 7. THE HEIGHT OF THE OUTLETS AND SWITCHES ARE NOT NOTED ON THE LEGEND OR IN THE UNIT PLANS. REFER TO "TYPICAL ELECTRICAL DEVICE HEIGHT ON E-0.3" 8. ALL DWELLING UNIT LUMINAIRES SHALL BE HIGH EFFICACY IN ACCORDANCE WITH TABLE 150.0 OF 2019 BUILDING ENERGY EFFICIENCY STANDARDS, TITLE 24 PART 6. 9. ELECTRICAL VEHICLE SUPPLY EQUIPMENT (EVSE) IS REQUIRED IN NE W ONE- AND TWO- FAMILY DWELLINGS AND TOWNHOMES WITH ATTACHED GARAGES. 10. NEW GARAGES SHALL AHVE BATTERY BACK-UP INSTALLED FOR ANY GARAGE DOOR OPENERS. SB969. 11. PROVIDE A MINIMUM 20-AMP CIRCUIT FO EACH OF THE FOLLOWING FASTENED IN PPLACE APPLIANCES, DISHWASHER, TRASH COMPACTOR AND MICROWAVE OVEN. 12. PROVIDE A MINIMUM 15-AMP REFRIDGERATION EQUIPMENT BRANCH CIRCUIT. THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. 13. PROVIDE A 20-AMP LAUNDRY BRANCH CIRCUIT. THIS CIRCUIT MAY SERVE ONE ADDITIONAL OUTLET IN THE LAUNDRY AREA. 14. PROVIDE A MINMUM 20-AMP BATHROOM BRANCH CIRCUIT. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM, HOWEVER MAY NOT HAVE OTHER OUTLETS. 15. PROVIDE A MINIMUM OF TWO 20-AMP SMALL APPLIANCE BRANCH CIRCUITS. THESE CIRCUITS SHALL SERVE ALL OUTLETS IN THE KITCHEN, PANTRY, BREAKFAST ROOM, DIINING ROOM OR SIMILAR AREA OF THE DWELLING. THESE CIRCUIT SHALL HAVE NO OTHER OUTLETS EXCEPT IN THE PANTRY, BREAKFAST ROOM, DINING ROOM OR SMILAR AREA OF THE DWELLING. THIS CIRUCIT MAY SERVE A WALL SWITCH CONTROLLED RECEPTACLE PROVIDED IN LIEU OF LIGHTING OUTLET. KEYED NOTES O CEILING FAN OR LIGHTING FIXTURE TO BE DETERMINED. VERIFY W/ OWNER FOR ACTUAL TO LOCATION. OUTLET BOX/SYSTEMS SHALL BE LISTED AND MARKED BY THE OEM AS SUITABLE FOR THIS PURPOSE. CEILING -SUSPENDED (PADDLE) FANS SHALL NOT WEIGH MORE THAN 70 LBS. FOR OUTLET BOX/SYSTEMS DESIGNED TO SUPPORT CEILING -SUSPENDED FANS THAT WEIGH MORE THAN 35 LBS, THE REQUIRED MARKING SHALL INCLUDE THE MAXIMUM WEIGHT TO BE SUPPORTED. O DENOTES THE CONTROL FOR THE CEILING FAN CONNECTED TO THE J-BOX PER NOTE #1. VERIFY W/ SUPPLIER AND PROVIDE DIMMER CONTROL IF THE LIGHTS ARE INCANDESCENT. O DENOTES HALF -HOT RECEPTACLE ON SWITCH LEG 'b' IN THIS AREA. O SPLIT CIRCUITED HALF -SWITCHED DUPLEX RECEPTACLE FOR GARBAGE DISPOSER AND DISHWASHER BELOW KITCHEN SINK. CONNECT THE SWITCHED SIDE OF THE RECEPTACLE TO A MOTOR RATED WALL SWITCH AND PROVIDE A DEDICATED CIRCUIT FOR EACH APPLIANCE WITH A COMMON TRIP DEVICE AT THE CIRCUIT BREAKER. 0 DENOTES APPROXIMATE LOCATION OF FC/FAU UNIT. VERIFY WITH MECHANICAL DRAWINGS FOR EXACT LOCATION. REFRIGERATOR RECEPTACLE CONNECTED TO LINE SIDE OF KITCHEN SMALL APPLIANCE GFI PROTECTED COUNTER MOUNTED RECEPTACLE TO COMPLY WITH NEC SECTION 210.52(B)(1). PROVIDE 15A/1P MOTOR RATED SWITCH FOR CONNECT TO THE EXHAUST FAN. REFER TO MECHANICAL PLAN FOR DETAIL. PROVIDE GFCI PROTECTED RECEPTACLE OUTLET WITH ENCLOSURE THAT IS WEATHERPROOF (WP) WHETHER OR NOT THE ATTACHMENT PLUG CAP IS INSERTED. AN OUTLET BOX HOOD SHALL BE LISTED AND SHALL BE IDENTIFIED AS "EXTRA DUTY". RECEPTACLE SHALL BE LISTED AND SO IDENTIFIED AS WEATHER -RESISTANT (WR) TYPE. PER SECTION 150.0(K)(3) ALL OUTDOOR LIGHTING SHALL BE HIGH EFFICACY AND CONTROLLED BY MANUAL ON/OFF SWITCH AND ONE OF THE CHOICES BELOW: 1. PHOTOCELL AND MOTION CENSOR 2. PHOTOCELL AND AUTOMATIC TIME SWITCH 3. ASTRONOMIC TIME CLOCK 10 DENOTES APPROXIMATE LOCATION OF RECEPTACLE FOR CAR CHARGER. PROVIDE PRE -WIRING FOR ELECTRIC CARS (1" CO TO UNIT PANEL FOR EVCS). VERIFY IN FIELD FOR EXACT LOCATION AND MANUFACTURER'S SPECIFICATION BEFORE ROUGH IN. 13 14 15 16 DENOTES GARAGE DOOR OPENER CONTROLLER. DENOTES CEILING MOUNTED RECEPTACLES FOR GARAGE DOOR OPENER ON THE SWITCH LEG AS SHOWN. PROVIDE POWER, LIGHTING, AND OCCUPANCY SENSOR TO ATTIC SPACE. CHIME UNIT WITH INTERGRAL TRANSFORMER MOUNTED AT +7'-0" A.F.F. TO BOTTOM OF CHIME. PROVIDE 15A/2P MOTOR RATED SWITCH FOR CONNECTION TO THE FC. LIGHTED ADDRESS SIGN @ 5'-0" ABOVE FINISH GRADE. SMOKE DETECTORS NOTES 1. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE LOCATED WHERE AMBIENT CONDITION, INCLUDING HUMIDITY AND TEMPERATURE, ARE OUTSIDE THE LIMITS SPECIFIED BY THE MANUFACTURER'S PUBLISHED INSTRUCTIONS. 2. SMOKE ALARMS OR SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20 FOOT HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE, EXCEPTION IONIZATION SMOKE ALARMS OR PHOTOELECTRIC SMOKE ALARMS PER CODE. 3. INSTALLATION NEAR BATHROOMS. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY OTHER SECTION OF THE CODE. 4. SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITH A 36 INCH HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND SHLLE BE INSTALLED OUTSIDE OF THE DIRECT AIR FLOW FROM THOSE REGISTERS. 5. CARBON MONOXIDE/ SMOKE DETECTORS SHALL BE PERMANENTLY WIRED AND PROVIDED WITH BATTERY BACK-UP. SMOKE DETECTORS ARE TO BE INTERCONNECTED WITH -IN EACH UNIT SO THAT ALL DETECTORS WITH -IN THE UNIT WILL SOUND THEIR ALARMS ON ACTIVATION OF ANY DETECTOR IN THE UNIT. 6. WHERE THE HIGHEST POINT OF A CEILING IN A ROOM THAT OPENS TO THE HALLWAY SERVING THE BEDROOMS EXCEEDS THAT OF THE OPENING INTO THE HALLWAY BE 24 INCHES OR MORE, SMOKE DETECTORS SHALL BE INSTALLED IN THE HALLWAY AND IN THE ADJACENT ROOM WITHIN 12 INCHES FROM THE HIGHEST POINT OF THE CEILING. 7. CARBON MONOXIDE/ SMOKE DETECTORS INTERCONNECTED SHALL BE INSTALLED WITHIN EACH DWELLING UNIT BEFORE APPROVAL BY THE FIRE DEPARTMENT. G GOUVIS consulting group, inc. It' 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/14/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE DESCRIPTION / I \ 12/06/21 PLAN CHECK SHEET NAME: LOT 41 FLOOR PLAN PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: E-3.1 PLUMBING GENERAL NOTES ISSUED DATE:XX/XX/XX PLUMBING FIXTURES FLOOR DRAIN, SQUARE P -TRAP U FLOOR SINK, KITCHEN -0- VENT FLOOR DRAIN -II WALL CLEANOUT SO GAS COCK VALVE TAG SANITARY TEE RISER ID TAG \ WYE EQUIPMENT ID TAG (TAG) \ WYE W/CLEANOUT PLUG © CONNECT TO EXISTING O GROUND CLEANOUT PIPING FIXTURES 0 90 DEG ELBOW DOWN C BUILDING SUPPLY \ O 90 DEG ELBOW UP PIPE POINT OF CONNECTION I TEE, SIDE fi BACKFLOW PREVENTOR TEE, DOWN a I F GAS STEP-DOWN REGULATOR -0 TEE, UP WATER SUB -METER ] PIPE CAP E7 TWH TERMINATION -III- UNION -0- WATER HAMMER ARRESTER HOSE BIBB PIPE STUB PLUMBING LEGEND SYMBOL REMARKS SYMBOL REMARKS CONDENSATE DRAIN GAS LP GAS MP SYMBOLS TEXT CW HW HW RETURN RECYCLED WATER EQUIP GAS_VENT GAS VENT WASTE BELOW - WASTE ABOVE GRAY_ BELOW GRAY ABOVE GREASE _BELOW GREASE ABOVE VENT ROOF DRAIN SUBSURFACE SD ABOVE OVERFLOW DRAIN cD -- ► ----_ip.,--- G MPG -GW- -GW GW -GSW- INIs. - - cw ► -GSW ► GSW ► HW ► HWR ► - RD - w - ► - OFD ABBREVIATIONS SYMBOL REMARKS SYMBOL REMARKS ABV ABOVE GOO GROUND CLEANOUT BLW BELOW IE INVERT ELEVATION BTUH BRITISH THERMAL UNITS PER HOUR LPG LOW PRESSURE GAS CD CONDENSATE DRAIN MPG MEDIUM PRESSURE GAS CLG CEILING (N) NEW CPC CA PLUMBING CODE OFD OVERFLOW DRAIN CEC CA ENERGY CODE POC POINT OF CONNECTION CW DOMESTIC COLD WATER PSI POUND PER SQUARE INCH HW DOMESTIC HOT WATER RW RECYCLED WATER HWR DOMESTIC HW RETURN SD STORM DRAIN DN DOWN SSD SUBSURFACE DRAIN (E) EXISTING SOV SHUTOFF VALVE FAU FORCED AIR UNIT SQ FT SQUARE FEET FLR FLOOR TBD TO BE DETERMINED FPS FEET PER SECOND V VENT GPM GALLONS PER MINUTE VTR VENT TO ROOF GSW GREASE WASTE W WASTE GW GREYWATER WCO WALL CLEANOUT VALVE SYMBOL SYMBOL REMARKS SYMBOL REMARKS 1><1 GATEA<IANGLE GATE Dal BALL Al ANGLE GLOBE GLOBE CHECK il WI GAS SHUTOFF VALVE PRESSURE REDUCING 1*1 DIAPHRAGM VALVE (PRV) IF BUTTERFLY RELIEF OR SAFETY (NORMALLY CLOSED) 1>61 3-WAY I%I TRIPLE DUTY VALVE 4-WAY P 4 NATURAL GAS SEISMIC 4 SOLENOID SHUTOFF VALVE DIAPHRAGM VALVE "" W/PURGE PORTS PLUMBING SHEET INDEX NO. SHEET DESCRIPTION 1 P-0.1 GENERAL NOTES & SHEET INDEX 2 P 0.2 MATERIAL AND FIXTURE SCHEDULES AND CALCULATIONS 3 P-0.3 PLUMBING SPECIFICATION SHEETS 4 P-0.4 PLUMBING SPECIFICATION SHEETS 5 P-0.5 PLUMBING SPECIFICATION SHEETS 6 P 3.1A LOT 48 - FLOOR PLAN - COLD / HOT WATER AND NATURAL GAS 7 P 3.1 B LOT 48 - FLOOR PLAN - WASTE & VENT PIPING AND FAU CONDENSATE 8 P-3.2 LOT 48 - ROOF PLAN - VENT THROUGH ROOF 9 P-D.1 DETAILS 10 P-D.2 DIAGRAMS A. GENERAL 1 ALL WORK SHALL COMPLY WITH CALIFORNIA PLUMBING CODE, CALIFORNIA ENERGY CODE, CALIFORNIA GREEN BUILDING CODE AND APPLICABLE LOCAL, STATE CODES AND REGULATIONS WITH AMENDMENTS (LATEST EDITION). 9. EACH CLEAN -OUT IN PIPING 2 INCHES OR LESS IN SIZE SHALL BE INSTALLED SO THAT THERE IS A CLEARANCE OF NOT LESS THAN 18 INCHES IN FRONT OF THE CLEAN -OUT. CLEANOUTS IN PIPING EXCEEDING 2 INCHES SHALL HAVE A CLEARANCE OF NOT LESS THAN 24 INCHES IN FRONT OF THE CLEAN -OUT. CPC SECTION §707.9 10. 2. WHEN SUPPLIED, DESIGN ENGINEER SHALL REVIEW AND APPROVE SUBMITTALS FOR ALL EQUIPMENT. IN THE CASE WHERE A SUGGESTED SUBSTITUTE IS NOT ADEQUATE, SUBMITTAL SHALL BE RETURNED TO CONTRACTOR AND STAMPED AS "REVIEW AND RESUBMIT". SUBMITTAL APPROVAL CONFIRMS ONLY THAT THE SUGGESTED SUBSTITUTE HAS EQUIVALENT TECHNICAL PARAMETERS AND DESIGN 11. CONSULTANT IS NOT RESPONSIBLE FOR ANY FINANCIAL IMPACT THAT THE SUBSTITUTE CAUSES. 3. PLUMBING DRAWINGS SHOW ONLY PERTINENT INFORMATION FOR LOCATION, SIZE AND CLASS OF 12. PIPING, EQUIPMENT AND FIXTURES TO BE INSTALLED. SPECIFICATIONS WHICH FORM A PART OF THE DRAWINGS, SPECIFY MATERIAL TO BE USED FOR VARIOUS SIZES AND CLASSES OF PIPING, EQUIPMENT AND FIXTURES. ANY CLEANOUTS SHOWN ON PLANS THAT DO NOT SPECIFY A SIZE SHALL BE SIZED PER CPC TABLE 707.1. ANY ADDITIONAL CLEAN -OUTS INSTALLED BY CONTRACTOR SHALL BE SIZED PER CPC TABLE 707.1. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH SECTIONS 701.0 AND 903.0 OF THE CPC. 8. PVC PIPING EXPOSED TO SUNLIGHT MUST BE PROTECTED BY WATER BASED SYNTHETIC LATEX PAINT OR WRAPPED WITH NOT LESS THAN 0.04 INCH(1.02 MM) THICK TAPE OR OTHERWISE PROTECTED FROM UV DEGRADATION. CPC SECTION §312.14 9. WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE BE CONFIGURED TO PROTECT AGAINST CONTACT. PROTECTORS, INSULATORS, OR BOTH SHALL COMPLY WITH ASME A112.18.9. CPC SECTION §403.3 10. TRENCHES DEEPER THAT THE FOOTING OF A BUILDING OR STRUCTURE, AND PARALLELING THE SAME, SHALL BE LOCATED NOT LESS THAN 45 DEGREES FROM THE BOTTOM EXTERIOR OF FOOTING, OR AS APPROVED IN ACCORDANCE WITH SECTION 301.2. CPC SECTION §314.1 EACH VENT SHALL RISE VERTICALLY TO A POINT NOT LESS THAN SIX(6) INCHES ABOVE THE 11. FLOOD -LEVEL RIM OF THE FIXTURE SERVED BEFORE OFFSETTING HORIZONTALLY OR BEFORE BEING CONNECTED TO ANY OTHER VENT. 13. DRAINAGE CONNECTIONS SHALL NOT BE MADE INTO A DRAINAGE PIPING SYSTEM WITHIN EIGHT (8) 4. ELEVATIONS SHOWN ON PLUMBING DRAWINGS ARE REFERENCED FROM NOMINAL FINISHED FLOOR FEET OF A VERTICAL TO HORIZONTAL CHANGE OF DIRECTION OF A STACK CONTAINING SUDS ELEVATION. PRODUCING FIXTURES. BATHTUBS, LAUNDRIES, WASHING MACHINE STANDPIPES, KITCHEN SINKS, AND DISHWASHERS SHALL BE CONSIDERED SUDS -PRODUCING FIXTURES. WHERE PARALLEL VENT B. CONTRACTOR NOTES 1 BEFORE SUBMITTING THE BID, CONTRACTOR SHALL SURVEY THE ENTIRE PROJECT SITE AND BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS. THE INTENT OF WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN. BY THE ACT OF SUBMITTING A BID PROPOSAL FOR WORK, THE CONTRACTOR SHALL BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION E. FUEL GAS PIPING AND TO ACCEPT ALL CONDITIONS PRESENT AT SITE. NO REQUEST FOR ADDITIONAL PAYMENT SHALL BE CONSIDERED VALID, DUE TO CONTRACTOR FAILURE TO ALLOW COST ESTIMATES FOR 1. CONDITIONS WHICH MAY EXIST. 2. CONTRACTOR BID SHALL NOT BE LIMITED TO THE WORK SHOWN ON THE PLANS AND SPECIFICATIONS. ALL PREMIUM OVERTIME COSTS, UTILITY CHARGES, COST FOR TEMPORARY UTILITIES, ALL ALTERATIONS, ALL DEMOLITION AND EXTENSION WORKS, PERMITS, INSPECTION FEES, MISCELLANEOUS CONTINGENCY COSTS, ETC., SHALL BE INCLUDED IN BID. SCOPE OF WORK FOR THE PLUMBING GAS PIPING DESIGN BEGINS AFTER THE GAS METER CONNECTION. ALL DESIGN AND CALCULATIONS UP TO THIS POINT SHALL BE DETERMINED BY THE UTILITY COMPANY DESIGNER. PLASTIC PIPE AND FITTINGS JOINED WITH SOLVENT CEMENT SHALL UTILIZE LOW VOC PRIMER(S), IF A PRIMER IS REQUIRED, AND LOW VOC CEMENT(S) AS DEFINED IN SECTION 214.0. CPC SECTION §705.1.2 12. FIXTURES HAVING CONCEALED SLIP JOINT CONNECTIONS SHALL BE PROVIDED WITH AN ACCESS PANEL OR UTILITY SPACE NOT LESS THAN 12 INCHES IN ITS LEAST DIMENSION AND SO ARRANGED WITHOUT OBSTRUCTIONS AS TO MAKE SUCH CONNECTIONS ACCESSIBLE FOR INSPECTION AND REPAIR. STACKS ARE REQUIRED, THEY SHALL CONNECT TO THE DRAINAGE STACK AT A POINT EIGHT (8) FEET ABOVE THE LOWEST POINT OF THE DRAINAGE STACK. CPC SECTION 711.0 13.1. EXCEPTIONS: (1) SINGLE FAMILY RESIDENCES. (2) STACKS RECEIVING THE DISCHARGE FROM LESS 1. THAN THREE STORIES OF PLUMBING FIXTURES. CAL GREEN AND CALIFORNIA ENERGY NOTES WATER HEATERS, SHOWERHEADS, FAUCETS AND ALL OTHER REGULATED APPLIANCES ARE CERTIFIED BY THE ENERGY COMMISSION. CEC §110-§113: 2. SUBMETERS SHALL BE INSTALLED TO MEASURE WATER USAGE OF INDIVIDUAL RENTAL DWELLING UNITS IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE. REFER TO CALIFORNIA SENATE BILL 7 SECTION 537 FOR APPLICABLE EXEMPTIONS TO THIS REQUIREMENT. 3. 2. GAS PIPE, TUBING, AND FITTINGS SHALL BE CLEAR AND FREE FROM CUTTING BURRS AND DEFECTS IN STRUCTURE OR THREADING, AND SHALL BE THOROUGHLY BRUSHED AND CHIP AND SCALE BLOWN. DEFECTS IN PIPE, TUBING, AND FITTINGS SHALL NOT BE REPAIRED. DEFECTIVE PIPE, TUBING AND FITTINGS SHALL BE REPLACED. CPC 1208.6.8. 3. THIS LEGEND DRAWING IS GENERAL COMPILATION OF NOTES AND SYMBOLS THAT ARE REGULARLY REQUIRED ON PLUMBING DRAWINGS. SOME INFORMATION SHOWN ON THIS DRAWING MAY NOT 3. ALL GAS SHUT-OFF VALVES SHALL BE CONSPICUOUSLY MARKED WITH APPLICABLE SIGNAGE. NECESSARILY BE APPLICABLE TO THIS SPECIFIC PROJECT. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING INFORMATION ON PLANS WITH PERTINENT DATA ON THIS DRAWING. 4. CONTRACTOR SHALL COORDINATE HIS WORK HARMONIOUSLY WITH ALL OTHER TRADES. 5. IF THE CONTRACTOR REQUIRES A SOFFIT OR PLUMBING WALL THAT IS NOT SPECIFIED ON THE ARCHITECTURAL PLANS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND DESIGN ENGINEER PRIOR TO THE INSTALLATION OF THE RELATED PIPING. 6. VALVE HANDLE ORIENTATION SHALL BE BY CONTRACTOR UNLESS SPECIFICALLY SHOWN ON DRAWINGS OR DIRECTED BY CONSTRUCTION MANAGER. VALVE HANDLE SHALL CLEAR VEHICLE AND/OR PERSONNEL TRAFFIC AND SHALL BE EASILY ACCESSIBLE. 7. CONTRACTOR SHALL SEAL PENETRATIONS THROUGH FIRE WALLS AND FLOORS WITH APPROVED FIRE SEALANT. REFER TO SPECIFICATION. INSTALL PER MANUFACTURERS INSTRUCTIONS FOR APPLICABLE PIPE MATERIAL AND SIZE. 8. ANY DIMENSIONS SHOWN ON THESE DRAWINGS ARE APPROXIMATE, AND MUST BE CONFIRMED AT THE SITE BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ARCHITECT AND ENGINEER SHALL BE NOTIFIED IN WRITING IMMEDIATELY FOR CLARIFICATION. C. POTABLE WATER 1. POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE IF REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION AND OUTLINED IN THE PLUMBING CODE. 4. IF APPLICABLE, GAS PRESSURE REGULATORS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION FOR SERVICING AND SHALL BE PROTECTED AGAINST PHYSICAL DAMAGE. 5. FOR GAS INSTALLATIONS WITH SERVICE PRESSURES EXCEEDING 2 PSI SERVING APPLIANCES DESIGNED TO OPERATE AT 14 INCHES WC OR LESS, OVER -PRESSURE PROTECTION DEVICES SHALL BE INSTALLED. CPC 1208.9. 6. WHERE A SEDIMENT TRAP IS NOT INCORPORATED AS A PART OF THE APPLIANCE, A SEDIMENT TRAP SHALL BE INSTALLED DOWNSTREAM OF THE APPLIANCE SHUT OFF VALVE. 7. WHERE REQUIRED BY THE LOCAL ORDINANCE, AN EARTHQUAKE -ACTUATED GAS SHUT OFF VALVE SHALL BE PROVIDED ADJACENT TO THE GAS METER FOR WHICH IT IS SERVING OR IN LOCATION SPECIFIED BY LOCAL AUTHORITY HAVING JURISDICTION. CPC 1211.7 8. THE EARTHQUAKE -ACTUATED GAS SHUT OFF VALVE SHALL BE MOUNTED RIGIDLY TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. 9. CSST GAS PIPING SYSTEMS, AND SYSTEMS CONTAINING ONE OR MORE SEGMENTS OF CSST, SHALL BE BONDED TO THE ELECTRICAL SERVICE GROUNDING ELECTRODE SYSTEM OR, WHERE PROVIDED, LIGHTNING PROTECTION GROUNDING ELECTRODE SYSTEM. NFPA 54:7.13.2 10. GAS SYSTEM SHALL BE TESTED PER THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION. IF NO LOCAL REQUIREMENTS ARE PRESENT, TESTING SHALL FOLLOW CPC SECTION 1213.3. 2. ALL INSTALLATIONS OF PEX PIPE WHERE IT IS THE INITIAL PLUMBING PIPING INSTALLED IN NEW 11. CONSTRUCTION SHALL FLUSHED TWICE OF A PERIOD OF AT LEAST ONE WEEK. CONTRACTOR SHALL FOLLOW THE FLUSHING REQUIREMENTS AS OUTLINED IN CPC SECTION 604.1.2. 3. ALL PLUMBING FIXTURES SHALL BE CONNECTED TO AN APPROVED WATER SUPPLY. LAVATORIES, BATHTUBS, SHOWERS, AND OTHER SHALL BE PROVIDED WITH HOT AND COLD WATER. CRBC R306.4 4. DOMESTIC HOT WATER DELIVERED TO PUBLIC -USE LAVATORIES SHALL BE LIMITED TO A MAXIMUM 1. TEMPERATURE OF 120°F BY A DEVICE THAT COMPLIES WITH ASSE 1070, AMSE A112.1070 AND/OR CSA B125.70. THE WATER HEATER SHALL NOT BE CONSIDERED A CONTROL FOR MEETING THIS PROVISION. CPC SECTION 407.3. 5. PROVIDE WATER HAMMER ARRESTORS FOR ALL QUICK -ACTING VALVES. 6. PIPES, PIPE FITTING, VALVES, AND FAUCETS UTILIZED IN THE WATER SUPPLY SYSTEM FOR NON -DRINKING WATER APPLICATIONS SHALL HAVE A MAXIMUM OF 8 PERCENT LEAD CONTENT. CPC SECTION §604.2.1 7. POTABLE WATER SUPPLY TO BEVERAGE DISPENSERS CARBONATED BEVERAGE DISPENSERS, OR COFFEE MACHINES SHALL BE PROTECTED BY AN AIR GAP OR A VENTED BACK -FLOW PREVENTER THAT COMPLIES WITH ASSE 1022. 8. POTABLE WATER MAKE UP SUPPLY FOR SWIMMING POOLS, SPAS AND HOT TUBS SHALL BE PROTECTED FROM BACK -FLOW USING AN APPROPRIATED REDUCED PRESSURE PRINCIPLE BACK -FLOW PREVENTER. 4. WATER HEATING RECIRCULATION LOOPS SERVING MULTIPLE DWELLING UNITS AND HIGH-RISE RESIDENTIAL OCCUPANCIES SHALL MEET THE AIR RELEASE VALVE, BACKFLOW PREVENTION, PUMP ISOLATION VALVE, AND RECIRCULATION LOOP CONNECTION REQUIREMENTS OF CEC SECTION §110.3(c)4. CONTINUOUSLY BURNING PILOT LIGHTS ARE PROHIBITED FOR NATURAL GAS: FAN -TYPE CENTRAL FURNACES, HOUSEHOLD COOKING APPLIANCES (APPLIANCES WITH AN ELECTRICAL SUPPLY VOLTAGE CONNECTION WITH PILOT LIGHTS THAT CONSUME LESS THAN 150 BTU/HR ARE EXEMPT), AND POOL AND SPA HEATERS. CEC SECTION §110.5. 5. STORAGE GAS WATER HEATERS RATED WITH AN ENERGY FACTOR NO GREATER THAN THE FEDERAL MINIMAL STANDARD ARE EXTERNALLY WRAPPED WITH INSULATION HAVING AN INSTALLED THERMAL RESISTANCE OF R-12 OR GREATER. CEC SECTION §150(J)1A. 6. UNFIRED STORAGE TANKS, SUCH AS STORAGE TANKS OR BACKUP TANKS FOR SOLAR WATER -HEATING SYSTEM, OR OTHER INDIRECT HOT WATER TANKS HAVE R-12 EXTERNAL INSULATION OR R-16 INTERNAL INSULATION WHERE THE INTERNAL INSULATION R-VALUE IS INDICATED ON THE EXTERIOR OF THE TANK. CEC SECTION §150(J)1B. 7. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT -VENT SEALED -COMBUSTION TYPE. 8. COOLING SYSTEM PIPING (SUCTION, CHILLED WATER, OR BRINE LINES),AND PIPING INSULATED BETWEEN HEATING SOURCE AND INDIRECT HOT WATER TANK SHALL BE INSULATED TO TABLE 120.3-A AND EQUATION 120.3-A. CEC SECTION §120.3(a). 9. PIPE INSULATION FOR STEAM HYDRONIC HEATING SYSTEMS OR HOT WATER SYSTEMS >15 PSI, MEETS THE REQUIREMENTS OF STANDARDS TABLE 120.3-A. CEC SECTION §120.3(a). 10. SOLAR WATER -HEATING SYSTEMS AND/OR COLLECTORS ARE CERTIFIED BY THE SOLAR RATING AND CERTIFICATION CORPORATION. CEC SECTION §150(n)4. 11. CONTRACTOR SHALL CONFIRM THAT ALL GAS APPLIANCES INSTALLED DO NOT EXCEED THE GAS DEMAND SHOWN ON PLANS. IF APPLIANCE IS DETERMINED TO EXCEED THE GAS DEMAND SHOWN, CONTACT THE ENGINEER OF RECORD TO DETERMINE IF THE GAS SYSTEM IS CAPABLE OF PROVIDING12. THE REQUIRED DEMAND. F. PLUMBING FIXTURES, EQUIPMENT AND APPLIANCES EXACT LOCATION OF PLUMBING EQUIPMENT, DEVICES AND FIXTURES SHALL BE CONFIRMED BY CONTRACTOR PRIOR TO INSTALLATION. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE LOCATIONS AND MOUNTING HEIGHTS. 14. 2. WATER HEATER SHALL BE ANCHORED OR STRAPPED TO RESIST HORIZONTAL DISPLACEMENT DUE TO EARTHQUAKE MOTION PER SECTION 507.2 CPC. 3. ROUTING AND TERMINATION OF FLUE AND COMBUSTION AIR INTAKE FOR WATER HEATER SHALL COMPLY WITH CH.5 CPC 2019 AND MANUFACTURERS SPECIFICATIONS. 4. INSTANTANEOUS WATER HEATERS WITH AN INPUT RATING GREATER THAN 6.8 kBTU/HR (2kW) SHALL HAVE ISOLATION VALVES ON BOTH THE COLD WATER SUPPLY AND THE HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. CBEES 110.3(C)6. 5. BATHTUB, SHOWER, AND TUB -SHOWER COMBINATIONS REQUIRE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THERMOSTATIC MIXING VALVE TYPE. HANDLE POSITION STOPS SHOULD BE PROVIDED ON THE VALVES AND SHOULD BE ADJUSTED PER MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM 120°F. 9. WHERE MORE THAN ONE BUILDING IS BEING SUPPLIED ON A SINGLE PREMISE, EACH BUILDING SHALL BE PROVIDED A FULL WAY SHUT OFF VALVE IN AN ACCESSIBLE LOCATION. THIS REQUIREMENT DOES 6. NOT APPLY FOR SINGLE FAMILY RESIDENCES WITH ACCESSORY STRUCTURES. 10. IN MULTI -DWELLING UNITS, ONE OR MORE SHUT OFF VALVES SHALL BE PROVIDED IN EACH DWELLING UNIT SO THAT THE WATER MAY BE SHUT OFF WITHOUT AFFECTING THE WATER SUPPLY TO OTHER 7. DWELLING UNITS. 11. WHERE A BOOSTER PUMP IS CONNECTED TO A BUILDING SUPPLY OR UNDERGROUND WATER PIPE, A LOW-PRESSURE CUTOFF SWITCH ON THE INLET SIDE OF THE PUMP SHALL BE INSTALLED NOT MORE THAN 5 FEET OF THE INLET. THE CUTOFF SWITCH SHALL BE SET FOR NOT LESS THAN 10 PSI. A 8. PRESSURE GAUGE SHALL BE INSTALLED BETWEEN THE SHUTOFF VALVE AND THE PUMP. 12. A CONTROL VALVE SHALL BE INSTALLED IMMEDIATELY AHEAD OF EACH WATER -SUPPLIED APPLIANCE AND IMMEDIATELY AHEAD OF EACH SLIP JOINT OF APPLIANCE SUPPLY. CPC 606.5 13. WHERE DOMESTIC WATER PIPING IS REQUIRED TO BE ROUTED UNDER A CONCRETE FLOOR SLAB WITHIN A BUILDING, PRIOR APPROVAL FROM THE AUTHORITY HAVING JURISDICTION MAY BE REQUIRED. IF APPROVED, SUCH PIPING SHALL BE INSTALLED IN ACCORDANCE WITH CPC 609.3(1) AND1. 609.3(2). D. SANITARY AND STORM DRAINAGE 1. SANITARY DRAINAGE PIPING SHALL SLOPE 1/4" PER FOOT UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. DRAINAGE PIPING 4" & LARGER SHALL SLOPE 1/8" PER FOOT WHERE IT IS 2 IMPRACTICAL DUE TO STREET SEWER ELEVATION OR STRUCTURAL FEATURES TO OBTAIN 1/4" PER FOOT. FLOOR DRAINS OR SIMILAR TRAPS DIRECTLY CONNECTED TO THE DRAINAGE SYSTEM AND SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC MEANS OF MAINTAINING THEIR WATER SEALS. 3 FLOOR DRAIN & HUB DRAIN P-TRAPS SHALL BE DEEP SEAL TYPE UNLESS NOTED OTHERWISE. FLOOR DRAIN AND HUB DRAIN P-TRAPS WITH TRAP PRIMER SHALL BE STANDARD SEAL TYPE UNLESS NOTED 4 OTHERWISE. TOP OF FLOOR CLEANOUTS SHALL BE FLUSH WITH FINISHED FLOOR UNLESS NOTED OTHERWISE. . VENT PIPE EXTENSIONS THRU ROOF SHALL TERMINATE 1'-0" (MINIMUM) ABOVE FINISHED ROOF. . ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. ALL PLUMBING FIXTURES SHALL BE CONNECTED TO A SANITARY SEWER SYSTEM. CRBC R3.063 . COPPER ALLOY OR CAST-IRON DRAINAGE BODY CLEANOUTS SHALL NOT BE USED AS A REDUCER OR ADAPTER FROM CAST-IRON DRAINAGE PIPE TO IRON PIPE SIZE (IPS) PIPE. CPC SECTION §316.1 FLEXIBLE PVC HOSES AND TUBING INTENDED TO BE USED ON WHIRLPOOL BATH -TUB WATER CIRCULATION SYSTEMS OR PNEUMATIC SYSTEMS SHALL BE IN ACCORDANCE WITH IAPMO Z1033. CPC SECTION §409.6.1 CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDEWALL OF SHOWER COMPARTMENTS OR OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTION AT THE ENTRANCE TO THE COMPARTMENT SO THAT THE BATHER CAN ADJUST THE VALVES BEFORE STEPPING INTO THE SHOWER SPRAY. WHERE A WATER HEATER IS LOCATED IN AN ATTIC, IN OR ON AN ATTIC CEILING ASSEMBLY, FLOOR -CEILING ASSEMBLY, OR FLOOR-SUBFLOOR ASSEMBLY WHERE DAMAGE RESULTS FROM A LEAKING WATER HEATER, A WATERTIGHT PAN OF CORROSION -RESISTANT MATERIAL SHALL BE INSTALLED BENEATH THE WATER HEATER WITH NOT LESS THAN 3/4" DIAMETER DRAIN TO AN APPROVED LOCATION. SUCH PAN SHALL BE NOT LESS THAN 1-1/2" IN DEPTH. G. PIPING ELEVATIONS BELOW GROUND LEVEL ARE NOTED IN FEET AND DECIMALS OF FEET AND SHALL DENOTE INVERT ELEVATION OF PIPE. ELEVATIONS ABOVE GROUND LEVEL ARE NOTED IN FEET & INCHES AND SHALL DENOTE WORK POINT ELEVATION OF PIPE, UNLESS NOTED OTHERWISE. BOTTOM OF PIPE ELEVATIONS REFER TO BOTTOM OF PIPE ON UNINSULATED LINES AND TO BOTTOM OF SADDLE ON INSULATED LINES. PIPING SHOWN ON DRAWINGS WITHOUT DIMENSIONAL LOCATION SHALL BE FIELD ROUTED BY CONTRACTOR. CONTRACTOR SHALL VERIFY PROPOSED PIPE ROUTINGS AND CHECK OTHER TRADES WORK PRIOR TO INSTALLATION, INCLUDING INTERFERENCE WITH BUILDING STRUCTURES, EQUIPMENT AND WORK OF OTHER TRADES WHETHER NEW OR EXISTING. PROPOSED ROUTINGS SHALL BE REVIEWED WITH THE CONSTRUCTION MANAGER. . REDUCERS, REDUCING INSERTS, UNIONS & APPURTENANCES NOT SHOWN ON DRAWINGS BUT REQUIRED FOR PROPER INSTALLATION SHALL BE PROVIDED BY CONTRACTOR. . PLUMBING LINE SIZE REDUCTIONS NOT SHOWN WITH REDUCERS SHALL BE MADE WITH REDUCING FITTINGS. 5. PIPE SLEEVES FOR PLUMBING LINES SHALL BE FURNISHED AND INSTALLED BY CONTRACTOR. PROVIDE LOCATION AND SIZE TO CONCRETE CONTRACTOR AND STRUCTURAL ENGINEER PRIOR TO INSTALLATION. 6. PIPE PENETRATION THROUGH NON -RATED WALLS AND FLOORS SHALL BE SEALED AIR TIGHT. 7. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. ii. iv. V. vi. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE, AND WIND. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. CEC SECTION §120.3(b). ALL PLUMBING FIXTURES SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION AND MEET THE CALIFORNIA GREEN BUILDING STANDARDS CODE WATER CONSUMPTION RATES. 13. CIRCULATING SERVICE WATER -HEATING SYSTEMS SHALL HAVE A CONTROL CAPABLE OF AUTOMATICALLY TURNING OFF THE CIRCULATING PUMP WHEN HOT WATER IS NOT REQUIRED. CEC SECTION §110.3(c)2. ALL DOMESTIC HOT WATER SYSTEM PIPING CONDITIONS LISTED BELOW, WHETHER BURIED OR UNBURIED, MUST BE INSULATED AND THE INSULATION THICKNESS SHALL BE SELECTED BASED ON THE CONDUCTIVITY RANGE IN TABLE 120.3-A AND THE INSULATION LEVEL SHALL BE SELECTED FROM THE FLUID TEMPERATURE RANGE BASED ON THE THICKNESS REQUIREMENTS IN TABLE 120.3-A. CEC SECTION §150(J)2 THE FIRST 5 FEET (1.5 METERS) OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK. ALL PIPING WITH A NOMINAL DIAMETER OF 3/4 IN (19 MILLIMETER) OR LARGER. ALL PIPING ASSOCIATED WITH A DOMESTIC HOT WATER RECIRCULATION SYSTEM REGARDLESS OF PIPE DIAMETER. PIPING FROM THE HEATING SOURCE TO STORAGE TANK OR BETWEEN TANKS. PIPING BURIED BELOW GRADE. ALL HOT WATER PIPE FROM THE HEATING SOURCE TO THE KITCHEN FIXTURES. G GOUVIS consulting group, inc. 1L 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS N COT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA NO. REVISIONS DATE 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: GENERAL NOTES & SHEET INDEX PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-o.1 ISSUED DATE:XX/XX/XX MATERIAL AND FIXTURE SCHEDULES GAS DEMAND CALCULATIONS WATER AND SEWER DEMAND CALCULATIONS EQUIPMENT SCHEDULES PIPING MATERIAL SCHEDULE TYPICAL NATURAL GAS CALCULATIONS FIXTURE UNIT CALCULATION - LOT 41 GAS -FIRED TANKLESS WATER HEATER SCHEDULE 'AQUAPEX' GAS USAGE TOTAL GAS USAGE DEMAND WEIGHT IN WSFU1 DRAINAGE AM DOMESTIC WATER PIPING UPONOR PEX TUBING WITH PROPER (EP) FITTINGS, OR APPLIANCE QTY (CFH) (CFH) EQUIPMENT NUMBER W INSIDE BUILDING ABOVE FLOOR ALTERNATE BRANDS CONFORMING TO ASTM F876 AND ASTM F877 STANDARDS AND SIZES 1/2" TO 2" INSIDE UNIT SDR9 DIMENSIONAL STANDARD. OR CPVC SCH 40 PIPE FOR 1-1/4" TO 2". RANGE (OVEN/COOKTOP COMBO) 1 60 60 FIXTURE TYPE QTY FIXTURE HOT COLD TOTAL SUPPLY TOTAL HOT TOTAL COLD LOCATION GARAGE NATURAL GAS PIPING POLYETHYLENE, IAPMO APPROVED FOR GAS PIPE, OR SCHEDULE 40 BLACK STEEL WITH DRYER 1 35 35 DEMAND OR 75%2 OR 75%2 DEMAND WATER DEMAND BRANCH DEMAND DFU TOTAL MANUFACTURER NAVIEN BELOW GRADE APPROPRIATE FITTINGS AND WITH WELDED JOINTS. TANKLESS WATER HEATER 1 200 200 MODEL NPE-240A1 WATER CLOSET, FLUSH TANK 4 2.5 0 2.5 10.0 0 10.0 3 12 NATURAL GAS PIPING SCHEDULE 40 BLACK STEEL (ASTM A53, GRADE B). PIPING 2" & SMALLER SHALL HAVE FIREPLACE 1 60 60 BATHTUB OR TUB COMBO 1 4 3 3 4.0 3.0 3.0 2 2 VENTING TYPE SEALED COMBUSTION ABOVE GRADE BLACK MALLEABLE IRON 150# BANDED PATTERN THREADED FITTINGS. PIPING 2 1/2" & -SHOWER LARGER SHALL HAVE FORGED STEEL BUTT -WELDING TYPE FITTINGS. FIRE PIT 1 65 65 g SHOWER, PER HEAD 3 2 1.5 1.5 6.0 4.5 4.5 2 6.0 CAPACITY RANGE 0-11.2 GPM SEWER, WASTE AND VENT PIPING FIRST FLOOR: HUBLESS CAST IRON PIPE & FITTINGS WITH NEOPRENE SLEEVES & BBQ GAS STUB 1 90 90 LAVATORY 5 1 0.8 0.8 5.0 4.0 4.0 1 5.0 CAPACITY © 45° RISE 8.7 GPM INSIDE BUILDING ABOVE FLOOR STAINLESS STEEL COUPLINGS. TOTAL GAS DEMAND 510 KITCHEN SINK 1 1.5 1.2 1.2 1.5 1.2 1.2 2 2 BTU/HR INPUT 19,900-199,000 MBTU SECOND FLOOR & ABOVE: SCHEDULE 40 PVC OR ABS PLASTIC PIPE WITH DWV TYPE FITTINGS. 1 CFH = 1000 BTU Natural Gas DISHWASHER (DRAIN TO KITCHEN SINK) 1 1.5 1.5 0 1.5 1.5 0.0 N/A ENERGY FACTOR 0.97 of SEWER, WASTE AND VENT PIPING SCHEDULE 40 PVC OR ABS PLASTIC PIPE WITH DWV TYPE FITTINGS. CLOTHES WASHER 1 4 3 3 4.0 3.0 3.0 3 3 THERMAL EFFICIENCY 98% INSIDE BUILDING BELOW GRADE 1 1.5 1.2 1.2 1.5 1.2 1.2 2 2 SETPOINT TEMPERATURE 120°F LAUNDRYSINK 1 1.5 1.2 1.2 1.5 1.2 1.2 2 2 Q DIMENSIONS 13.2"D x 17.3"W x 27.4"H 1. BUILDING DRAIN AND VENT PIPING MATERIALS SHALL COMPLY WITH CPC SECTIONS 701.0 AND 903.0. 2. ALL SANITARY SYSTEM MATERIALS SHALL BE LISTED BY AN APPROVED LISTING AGENCY. WATER STUB FOR POOL EQUIPMENT 1 10 0 10 10.0 0.0 10.0 0 0.0 o_ o OPERATING WEIGHT 82 LBS 3. ANY COPPER PIPING JOINTS UNDER CONCRETE SLAB SHALL BE BRAZED INSTEAD OF SOLDERED. 4. TYPE M COPPER TUBING MAY BE USED FOR ABOVE GROUND WATER PIPING INSIDE OR ON THE BUILDING. WATER STUB FOR FOUNTAIN 1 1 0 1 1.0 0.0 1.0 0 0.0 CONNECTIOF` SIZES WATER CONN. 3/4" NPT LOW PRESSURE NATURAL GAS PIPE SIZING TABLE 5. CPVC TUBING MAY BE USED FOR CONDENSATE DRAIN PIPING WHEN DISCHARGE FROM FLUE -BURNING APPLIANCES IS ACIDIC OR POOL BACKWASH 1 0 0.0 0.0 0.0 0.0 0.0 6 6.0 GAS CONN. 3/4" NPT CORROSIVE. 6. BLACK STEEL GAS PIPING BELOW GRADE SHALL BE COATED AS REQUIRED FOR SUCH INSTALLATION PER SECTION 1208.5.6 CPC. HUB DRAIN 1 0 0 0 0.0 0.0 0.0 1 1.0 COMBUSTION AIR 3" PVC 7. ALL COPPER PIPING INSTALLED BELOW GRADE SHALL BE COATED. MAXIMUM DELIVERY CAPACITY OF SCHEDULE 40 METALLIC PIPE CARRYING NATURAL GAS OF 0.60 SPECIFIC GRAVITY BASED ON A PRESSURE DROP OF 0.5" WATER COLUMN PRIMARY HOSE BIBB 1 2.5 0 2.5 2.5 0.0 2.5 0 0.0 EXHAUST AIR 3" PVC PIPE SIZE IN INCHES ADDITIONAL HOSE BIBB 2 1 0 1 2.0 0.0 2.0 0 0.0 U < SUPPLY 120V / 11) / 60HZ o NOMINAL ID 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4 5 6 TOTAL FIXTURE UNITS 50.5 19.6 43.6 41.0 Lu POWER 200 W FIXTURE SCHEDULE LENGTH (FT) CAPACITY IN CUBIC FEET OF GAS PER HOUR EQUIVALENT WATER DEMAND IN GPM3 29 14 26 1. INCLUDE THE PURCHASE OF HOT BUTTON KIT FROM NAVIEN. o cc - cc 1 Lu z 2 z_ 10 172 360 678 1,390 2,090 4,020 6,400 11,300 23,100 41,800 67,600 1. FIXTURE UNITS ARE BASED ON CPC TABLE A 103.1 FOR WATER SUPPLY AND TABLE 702.1 FOR DRAINAGE. INSTALL PER MANUFACTURER'S INSTRUCTIONS ITEM FIXTURE p ° O_ u) > p Q Et H DESCRIPTION 20 118 247 6 �50 2,760 00 700 3,000 7,300 ,500 2. SEPERATE AND WATER FIXTURE UNITS ARE TAKEN AS AT LEAST THREE-QUARTERS (3/4) OF TOTAL FIXTURE DEMAND, PER CPC 30 95 199 374 768 1,57 2,220 3,530 30 6,250 12,0 200 3,700 TABLE A 103.10T NOTE 3. EXPANSION EXPANSION TANK SCHEDULE 3. GPM EQUIVALENTS ARE BASED ON CPC CHARTS A 103.1(1) AND A 103.1(2). �� 40 81 170 320 657 985 1,900 3,020 5,350 10,900 19,700 31,900 AM WATER CLOSET 3/4" - 3" 2" - REFER TO SHEET P-0.4 FOR OWNER SELECTION. VW EQUIP. NUMBER v 50 72 151 284 583 873 1,680 2,680 4,740 9,660 17,500 28,300 \/\I/\TER PRESSURE CALCULATIONS ® 1.0 GALLONS PER FLUSH SETTING IS REQUIRED. REFER TO SHEET LOCATION GARAGE © WATER CLOSET 3/4" 3 2 - P-0.4 FOR OWNER SELECTION. 60 65 137 257 528 791 1,520 2,430 4,290 8,760 15,800 25,600 MANUFACTURER AMTROL 70 60 126 237 486 728 1,400 2,230 3,950 8,050 14,600 23,600 0 SERIES THERM X TROL LAVATORY 3/4" 1/2" 2" 1-1/2" - REFER TO SHEET P-0.4 FOR OWNER SELECTION. 80 56 117 220 452 677 1,300 2,080 3,670 7,490 13,600 22,000 WATER PRESSURE CALCULATIONS MODEL ST-1 90 52 110 207 424 635 1,220 1,950 3,450 7,030 12,700 20,600 Q W LAVATORY 3/4" 1/2" 2" 1-1/2" - REFER TO SHEET P-0.4 FOR OWNER SELECTION. 100 50 104 195 400 600 1,160 1,840 3,260 6,640 12,000 19,500 PIPING ELEVATION DIFFERENCE 13 FT TYPE IN LINE 125 44 92 173 355 532 1,020 1,630 2,890 5,890 10,600 17,200 PLUMBING SYSTEM LONGEST DEVELOPED RUN OF PIPE 184 FT TOTAL VOLUME - AIL v LAVATORY 3/4" 1/2" 2" 1-1/2" - REFER TO SHEET P-0.4 FOR OWNER SELECTION. 150 40 83 157 322 482 928 1,480 2,610 5,330 9,650 15,600 MIN PRESSURE AT MAIN 65 PSIG ACCEPTANCE FACTOR 175 37 77 144 296 443 854 1,360 2,410 4,910 8,880 14,400 1" WATER METER @ 29 GPM (NEPTUNE T10) 2 PSIG MAX TEMPERATURE 140°F ® W SHOWER 3/4" 3/4" 2" 1-1/2" REFER TO SHEET P-0.4 FOR OWNER SELECTION. 200 34 71 134 275 412 794 1,270 2,240 4,560 8,260 13,400 2" BACKFLOW PREVENTER © 29 GPM (PER FEBCO SERIES 860) 11 PSIG MAX PRESSURE 150 PSIG PERMANENT AIR TANKLESS WATER HEATER LOSSES 10 PSIG FACTORY PRECHARGE 250 30 63 119 244 366 704 1,120 1,980 4,050 7,320 11,900 PRESSURE LOSSES CELL AIL REFER TO SHEET P-0.5 FOR OWNER SELECTION. PROVIDE WATER 1,800 3,670 6,630 10,700 2" WATER FILTRATION SYSTEM (PER LIFESOURCE MODEL LWS-4140 2") 4 PSIG DIAMETER 3" W CLOTHES WASHER BOX 3/4" 3/4" 2" 1 1/2"1,020 HAMMER ARRESTOR2" 300 27 57 108 221 331 638 1,650 3,370 6,100 9,880 SCALE SOLVER ( PER LIFESOURCE MODEL SS-6633 2") 5 PSIG HEIGHT 4" 350 25 53 99 203 305 587 935 1,540 3,140 5,680 9,190 ELEVATION HEAD LOSS 5.6 PSIG } < CONNECTION 1/2" NPT 0 LAUNDRY SINK 3/4" 3/4" 2" 1-1/2 REFER TO SHEET P-0.5 FOR OWNER SELECTION. 400 23 49 92 189 283 546 870 a 1,440 2,940 5,330 8,620 REQUIRED PRESSURE PRESSURE BALANCE SHOWER CONTROL VALVE 20 PSIG o SHIPPING WEIGHT 0.8 LBS 450 22 46 86 177 266 512 816 PRESSURE AVAILABLE FOR FRICTION SUPPLY PRESS LOSSES + REQ'D PRESS] *ANY 0 KITCHEN SINK 3/4" 3/4" 2" 1-1/2" - REFER TO SHEET P-0.4 FOR OWNER SELECTION. 500 21 43 82 168 251 484 771 1,360 2,780 5,030 8,150 LOSS - [PRESS 7.4 PSIG WATER SYSTEM PROVIDED W TH A CHECK VALVE OR BACKFLOW PREVENTER SHALL BE PROVIDED WITH AN 550 20 41 78 159 239 459 732 1,290 2,640 4,780 7,740 [100 *PRESS AVAILABLE FOR FRICTION LOSS] : [LONGEST DEVELOPED RUN OF APPROVED, LISTED, ADEQUATELY SIZED EXPANSION WALL MOUNTED WITH ATMOSPHERIC VACUUM BREAKER. ALLOWABLE FRICTION LOSS PER 100 FT 4.0 PSIG (HB) HOSE BIBB 3/4" ARROWHEAD ARROWBREAKER MODEL OR EQUIVALENT. 600 19 39 74 152 228 438 699 1,240 2,520 4,560 7,380 PIPE] TANK OR OTHER APPROVED DEVICE HAVING A SIMILAR FUNCTION TO CONTROL THERMAL EXPANSION. \n� D' ") DRAIN TO KITCHEN SINK. REFER TO SHEET P 0.5 FOR OWNER BASED ON CPC 2019 TABLE 1215.2(1) 1. CONTRACTOR SHALL VERIFY WATER PRESSURE AT A LOCATION BETWEEN THE POINT OF CONNECTION SHOWN ON THE CIVIL PLANS AND ( 1 / DISHWASHER 3/4" SELECTION. THE ENTRANCE TO THE BUILDING PRIOR TO INSTALLING WATER PIPING. IF THE FIELD MEASURED WATER PRESSURE IS DISCOVERED TO BE KBT) LOW PRESSURE NATURAL GAS PIPE SIZING LOWER THAN THE PRESSURE INDICATED ABOVE, IMMEDIATELY CONTACT THE PLUMBING ENGINEER ON RECORD. SHOULD THE CONTRACTOR FAIL TO VERIFY WATER PRESSURE PRIOR TO INSTALLING PIPING, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL OF SYSTEM BATHTUB 3/4" 3/4" 2" 1-1/2" REFER TO SHEET P-0.4 FOR OWNER SELECTION. TABLE BE THE SOLE RESPONSIBILITY THE CONTRACTOR. IF THE DOMESTIC IS TO BE COMBINED WITH FIRE SPRINKLERS, REFER MAXIMUM DELIVERY CAPACITY OF POLYETHYLENE PLASTIC PIPE CARRYING NATURAL TO FIRE SPRINKLER PLANS FOR ANY ADDITIONAL PRESSURE REQUIREMENTS. GAS OF 0.60 SPECIFIC GRAVITY BASED ON A PRESSURE DROP OF 0.5" WATER COLUMN PIPE SIZING CHART, PEX (IIV-113) 1ICE MAKER BOX 1/2" SELECTION TBD BY OWNER. PROVIDE WATER HAMMER ARRESTOR. PIPE SIZE IN INCHES 1/2 3/4 1 1 1/4 1 1/2 2 3 4 FOR VELOCITY OF 8FPS (CW) AND 5FPS(HW); PRESSURE LOSS PER 100FT IN PSI=4.0 KT) HUB DRAIN - - 2" 1-1/2" - STAND PIPE WITH HUB DRAIN. PROVIDE TRAP PRIMER. NOMINAL ID COLD WATER HOT WATER PIPE SIZE PIPE ID TANK FU VALVE FU GPM FU GPM DESIGNATION SDR 9.3 SDR 11 SDR 11 SDR 10 SDR 11 SDR 11 SDR 11 SDR 11 - - 1.4 1 1.6 v VEG. SINK 3/4" 3/4" 2" 1-1/2" - REFER TO SHEET P-0.4 FOR OWNER SELECTION. 1/2" 475" ACTUAL ID 0.660 0.860 1.077 1.328 1.554 1.943 2.864 3.682 FD LENGTH (FT) CAPACITY IN CUBIC FEET OF GAS PER HOUR 3/4" .671" 3 - 3.7 4 4.1 FLOOR DRAIN 2" 1-1/2" SELECTION TBD BY OWNER. PROVIDE TRAP PRIMER. 1 10 201 403 726 1260 1900 3410 9450 18260 1" .862" 8 - 7.4 10 8.1 ® 17 - 12.7 19 13.6 17FLOOR SINK - - 2" 1-1/2" - SELECTION TBD BY OWNER. PROVIDE TRAP PRIMER. 20 138 277 499 865 1310 2350 6490 12550 1-1/4" 1.054" 30 111 222 401 695 1050 1880 5210 10080 1-1/2" 1.244" 30 - 20.0 27 18.9 TP P.P.P NO. PRO1-ULP500, COPPER BODY ADJUSTABLE COMPLETE WITH 1/2" TYPE "L" COPPER TO RECEPTOR. PER 40 95 190 343 594 898 1610 4460 8630 v TRAP PRIMER 1/2" - - - - (INSTALL MANUFACTURER'S RECOMMENDATIONS) 2" 1.629" 90 30 41.5 58 32.4 50 84 169 304 527 796 1430 3950 7640 BASED ON UPONOR AQUAPEX PRESSURE LOSS TABLES IN CH 4 OF THE PLUMBING DESIGN ASSISTANCE MANUAL Elk LIFESOURCE COMMERCIAL WATER FILTER MODEL LWS-4140 2" 60 76 153 276 477 721 1300 3580 6930 WATER FILTER 2" W OUTLET. 70 70 140 254 439 663 1190 3300 6370 ® LIFESOURCE COMMERCIAL SCALE SOLVER MODEL SS-6633 2" 80 65 131 236 409 617 1110 3070 5930 W SCALE SOLVER 2" OUTLET. 90 61 123 221 383 579 1040 2880 5560 100 58 116 209 362 547 983 2720 5250 125 51 103 185 321 485 871 2410 4660 FIXTURE FLOW RATES (2019 CAL GREEN MANDATORY MEASURES) 150 46 93 168 291 439 789 2180 4220 MAXIMUM FLOW 175 43 86 154 268 404 726 2010 3880 FIXTURE TYPE RATE 200 40 80 144 249 376 675 1870 3610 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED 250 35 71 127 221 333 598 1660 3200 SHOWERHEADS, RESIDENTIAL 1.8 GPM @ 80 PSI FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 1.8 GPM AT 80 PSI, OR THE 300 32 64 115 200 302 542 1500 2900 SHOWER SHALL BE DESIGNED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME 350 29 59 106 184 278 499 1380 2670 THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE 400 27 55 99 171 258 464 1280 2480 LAVATORY FAUCETS, RESIDENTIAL 1.2 GPM @ 60 PSI LESS THAN 0.8 GPM AT 20 PSI. 450 26 51 93 160 242 435 1200 2330 LAVATORY FAUCETS, PUBLIC AREAS 0.5 GPM @ 60 PSI 500 24 48 88 152 229 411 1140 2200 KITCHEN FAUCETS 1.8 GPM @ 60 PSI KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 2.2 GPM AT 60 PSI, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GPM AT 60 PSI. BASED ON CPC 2019 TABLE 1215.2(20) WATER CLOSETS 1.28 GALLONS/FLUSH THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. FIXTURE UNITS VS. GPM CONVERSION TABLE URINALS 0.125 GALLON/FLUSH FLOW IN GPM 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 METERING FAUCETS 0.2 GALLON/CYCLE 1.8 GPM FAUCET. SELECTION TBD BY OWNER. 1. FLOW RATES ARE BASED ON THE 2019 CALIFORNIA GREEN BUILDING CODE STANDARDS SECTION 4.303 & 5.303. FIXTURE FLUSH TANK 0 1 3 4 6 7 8 10 12 13 15 16 18 20 21 UNITS FLUSH VALVE - - - - - - - - - - - - - - - FLOW IN GPM 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 FIXTURE FLUSH TANK 23 24 26 28 30 32 34 36 39 42 44 46 49 51 54 UNITS FLUSH VALVE - - - - - - 5 6 7 8 9 10 11 12 13 FLOW IN GPM 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 FIXTURE FLUSH TANK 56 58 60 63 66 69 74 78 83 86 90 95 99 103 107 UNITS FLUSH VALVE 14 15 16 18 20 21 23 25 26 28 30 31 33 35 37 FLOW IN GPM 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 FIXTURE FLUSH TANK 111 115 119 123 127 130 135 141 146 151 155 160 165 170 175 UNITS FLUSH VALVE 39 42 44 46 48 50 52 54 57 60 63 66 69 73 76 GPM EQUIVALENTS ARE BASED ON CPC CHARTS A-2.1 AND A-2.1(1). PIPE INSULATION THICKNESS WATER HEATING SYTEMS NOMINAL PIPE DIAMETER (INCHES) (105°-140° OPERATING RANGE) LESS THAN 1" 1" TO 1.5" 1.75" 2 TO <4" 4" TO <8" 8" & LARGER INSULATION WALL THICKNESS 1" 1.5" 1.75" 2" 2" 2" R-VALUE R 7.7 R 12.5 R 11 R 11 R 9 R 8 1. THE INSULATION FOR HOT WATER PIPES SHALL MEET THE MINIMUM THICKNESS PER CPC 609.11 AND CEC TABLE 120.3-A OR THE MINIMUM R-VALUE PER CEC TABLE 120.3.-A. 2. INSULATION THICKNESSES SHOWN REPRESENT THE LARGER REQUIREMENT FOR DESIGNATED PIPE SIZES PER CPC SECTION 609.11 AND CEC TABLE 120.3-A. 3. THE R-VALUES FOR ALL PIPE DIAMETERS ARE BASED ON TABLE 120.3-A OF THE CALIFORNIA ENERGY CODE. G GOUVIS Ito BE* consulting group, inc. ® 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: MATERIAL AND FIXTURE SCHEDULES CALCULATIONS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-O.2 WATER FILTER AND SCALE SOLVER SPECIFICATION SHEETS G ISSUED DATE:XX/XX/XX i INLET (2") DRAIN/RINSE LINE (3/4") CONTROL Ir BOX OUTLET (2") r MEDIA TANK BASE 16.5" FRONT VIEW SCALE: 3/4" = 1' 16.5" BASE OUTLET (2") MEDIA TANK CONTROL SOX TOP VIEW SCALE: 3/4" = 1' ISOMETRIC VIEW SCALE: N.T.S. GENERAL NOTES: 1. REGULATED WATER PRESSURE: MINIMUM 40 PSI, MAXIMUM 100 PSI. 2. PROTECT FROM FREEZING IF INSTALLED OUTDOORS IN COLD WEATHER AREAS. 3. REQUIRES 3 VALVE BYPASS. 4. DO NOT USE WITH WATER THAT IS MICROBIOLOGICALLY UNSAFE OR OF UNKNOWN QUALITY WITHOUT ADEQUATE DISINFECTION BEFORE OR AFTER THE SYSTEM. 5. SEE INSTALLATION INSTRUCTIONS FOR USER RESPONSIBILITY, GENERAL OPERATION AND MAINTENANCE REQUIREMENTS, SERVICE TO THE SYSTEM AND PARTS AND SERVICE AVAILABILITY. GENERAL SPECIFICATIONS MAX. DIMENSIONS 76.5" x 16.5" MAX. FLOW RATE 106 GPM (PER TANK) CERTIFIED SERVICE CYCLE 5,704,000 GALLONS POWER REQUIREMENTS STANDARD 110v OUTLET WITHIN 5' DRAIN/RINSE LINE 3/" COPPER OR PVC PIPE TO DRAIN/IRRIGATION AT 15 GPM INSTALLATION SPACE REQUIRED 42" WIDTH x 86" HEIGHT SAFETY FACTOR 4:1, MIN. BURST AT 600 PSI, TESTED TO 250,000 CYCLES MATERIAL SEAMLESS FIBERGLASS FILAMENT WOUND INNER LINER POLYETHYLENE SERVICE WEIGHT 600 LBS 2" CONTROL VALVE SPECIFICATIONS VALVE MATERIAL LEAD-FREE BRASS INLET/OUTLET 2" CYCLES 5 FLOW RATE TESTED, 15 GPM, MAX. CONTINUOUS, 106 GPM DRAIN LINE 3/" NPTM DIMENSIONS HEIGHT FROM TOP OF TANK - 12" ELECTRICAL RATING 24v, 110v, 220v - 50Hz, 60Hz PRESSURE HYDROSTATIC: 300 PSI, WORKING: 25-125 PSI TEMPERATURE 34° - 110° F FESGRCE COMMERCIAL Commercial Series MODEL: LWS-4140 2" FIGURE 1 DETAILS & SPECIFICATIONS FEATURES AND BENEFITS: • HIGH GRADE GRANULAR ACTIVATED CARBON (GAC) NSF/ANSI-42 TESTED AND CERTIFIED FOR CHLORINE/CHLORAMINE TASTE AND ODOR. PROVEN LONG LASTING SYSTEM WITH A SERVICE CYCLE OF 5,704,000 GALLONS. • DURABLE AUTOMATIC CONTROL VALVE/TIMER AUTOMATICALLY CONTROLS DRAIN AND RINSE CYCLES, RINSES SEDIMENT OUT OF CARBON. LEAD-FREE BRASS VALVE BODY FOR SUPERIOR STRENGTH AND DURABILITY. • ZERO MAINTENANCE SYSTEM NO REGULAR SERVICE INTERVALS AND NO FILTER CHANGES REQUIRED UP TO 5.7 MILLION GALLONS GREEN SPECIFICATIONS: • USES NO SALT OR POTASSIUM CHLORIDE • ELIMINATES THE NEED FOR BOTTLED WATER • CONSERVES WATER • USES NATURAL, COCONUT SHELL CARBON FILTER MEDIA • A SUSTAINABLE PRODUCT DESIGN COMMERCIAL APPLICATIONS: • OFFICE BUILDINGS • MULTI -FAMILY HOUSING • HOSPITALITY/LODGING/RESORTS/SPAS • FOOD SERVICE/RESTAURANTS/BEVERAGE PRODUCTION • EDUCATIONAUSPORT FACILITIES • INDUSTRIAUMANUFACTURING PROCESSING PLANTS GENERAL SPECIFICATIONS: • DIMENSIONS DIAMETER - 16.5", HEIGHT - 76.5" • TEMPERATURE SYSTEM SHOULD NOT BE OPERATED WITH AN INFLUENT WATER TEMPERATURE IN EXCESS OF 140°F. IN GEOGRAPHIC AREAS WHERE OUTSIDE TEMPERATURES ARE LESS THAN 32°F FOR AN EXTENDED PERIOD OF TIME, INSULATION IS REQUIRED. • POWER REQUIREMENT 1 STANDARD 110v ELECTRICAL OUTLET WITHIN 5' OF SYSTEM OR A 24v TRANSFORMER PLUGGED INTO A MORE DISTANT ELECTRICAL OUTLET. • BACKWASH 3/4" COPPER PIPE TO DRAIN/IRRIGATION WHICH MUST ACCOMMODATE 15 GPM FORA SHORT PERIOD OF TIME. • INSTALLATION SPACE REQUIRED 42" WIDTH x 86" HEIGHT • PRESSURE DROP 4 PSI • TANK WEIGHTS DRY WEIGHT 340 LBS. SERVICE WEIGHT (WET) 600 LBS. Commercial Series MODEL: LWS-4140 2" FIGURE 2 NOTES & SPECIFICATIONS (CONT.) MEDIA TANKS INLET & OUTLET (1.51 MEDIA TANK 12" I FRONT VIEW SCALE: 3/4" = 1' INLET (2") OUTLET (2") TOP VIEW SCALE: 3/4" = 1' ISOMETRIC VIEW SCALE: N.T.S. GENERAL NOTES: 1. CAN BE USED IN CONTINUOUS OR INTERMITTENT OPERATION. INSTALL ON COLD WATER SUPPLY ONLY. NO BACKWASH REQUIRED. 2. SCALESOLVER MUST BE THE LAST STAGE IN THE TREATMENT CHAIN. DO NO INSTALL ANY FILTERS AFTER SCALESOLVER OR BEFORE ANY DEVICES FOR WHICH SCALE PREVENTION IS REQUIRED. POU FILTERS (E.G. CARBON OR RO) ARE EXEMPT FROM THIS REQUIREMENT. 3. DO NOT APPLY PHOSPHATE OR ANY OTHER ANTISCALANT EITHER BEFORE OR AFTER SCALESOLVER. GENERAL SPECIFICATIONS MAX. DIMENSIONS 56.5" x 12" MAX. FLOW RATE 50 GPM (PER TANK) MAX. TEMPERATURE 100° F (37.8° C) REGULATED PRESSURE MIN 25 PSI - MAX 125 PSI INLET CONNECTION 2" PVC UNION WITH SOCKET OUTLET CONNECTION 2" PVC SOCKET SERVICE WEIGHT (WET) 215 LBS. WATER CHEMISTRY SPECIFICATIONS pH 6.5 TO 8.5 MAX. HARDNESS 75 GRAINS (1300 PPM CaCO3) TEMPERATURE 41 TO 140° F (5-60° C) MAX. CHLORINE <3 PPM MAX. IRON, FERROUS 0.3 mg/L MAX. MANGANESE 0.05 mg/L MAX. COPPER 1.3 mg/L OIL & H2S REMOVE PRE SCALESOLVER POLYPHOSPHATES REMOVE PRE SCALESOLVER FESRCE COMMERCIAL SCALESOLVER MODEL: SS-6633 2" FIGURE 1 DETAILS & SPECIFICATIONS FEATURES AND BENEFITS: • SCALESOLVERS ARE NOT WATER SOFTENERS • ELIMINATES NEED FOR SALT ADDITIVES AND OTHER CHEMICALS — RETAINS ESSENTIAL MINERALS • A MORE EFFECTIVE SCALE CONTROL ALTERNATIVE TO WATER SOFTENERS - MINIMIZING SCALE BUILD-UP DUE TO HARD WATER • MAINTENANCE -FREE • EASY TO INSTALL - NO ELECTRICITY REQUIRED, NO CONTROLLERS TO SET, NO BRINE DISCHARGE OR WATER WASTE FROM BACKWASH • USES ENVIRONMENTALLY -FRIENDLY, SUSTAINABLE TECHNOLOGY • EXTENDS LIFE AND IMPROVES ENERGY EFFICIENCY OF ALL HOT AND COLD WATER APPLIANCES, FIXTURES AND PLUMBING INFRASTRUCTURE • REDUCES CONSUMPTION OF SOAP AND DETERGENT • SYSTEM SIZING & INSTALLATION DEPENDENT ON PIPE SIZE, WATER USAGE, PEAK FLOW RATES & SPACE AVAILABILITY FOR TANKS • IDEAL ALTERNATIVE FOR GROWING NUMBER OF TOWNS AND COUNTIES WHERE WATER SOFTENERS ARE BANNED REGULATORY APPROVALS: • WQA TESTED AND CERTIFIED TO NSF/ANSI STANDARD 61. TANK WEIGHTS: • DRY WEIGHT (LBS) 65 • SERVICE WEIGHT (LBS) 215 MAXIMUM FLOW RATE: •SS 6633 50 GPM <5 PSI PRESSURE DROP AT MAXIMUM FLOW RATE *THE ABOVE INFORMATION SHOWS FLOW RATE DATA FOR SINGLE TANKS (50 GPM). SCALESOLVER INSTALLATIONS WITH HIGHER RATES UTILIZE MULTIPLE TANKS, PLUMBED IN PARALLEL. EXCEEDING MAXIMUM FLOW CAN REDUCE EFFECTIVENESS AND VOID WARRANTY. REPLACEMENT MEDIA: •SS 6633 MEDIA SHOULD BE REPLACED EVERY 3-4 YEARS DEPENDING ON WATER USAGE VARIABLE SPECIFICATIONS & CONNECTION SIZES: •INLET • OUTLET 2" BRASS SWEAT FITTING 2" BRASS SWEAT FITTING SCALESOLVER MODEL: SS-6633 2" FIGURE 2 NOTES & SPECIFICATIONS (CONT.) GOUVIS engir Gansu/rind grL'up, iuc. K) 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: PLUMBING SPECIFICATION SHEETS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-O.3 PLUMBING FIXTURE SHEETS ISSUED DATE:XX/XX/XX Kohler 8" Widespread Bathroom Sink Faucet K22020-4-CP Polished Chrome Qty: 4 MAIN BATH Kohler Undermount Bathroom Sink K20000-0 White Qty: 4 July 26, 2021 Showroom Selections 2 2021 Ferguson Enterprises, LLC Kohler 8" Widespread Bathroom Sink Faucet K22020-4-CP Polished Chrome Qty: 2 Kohler Lavatory Drain K7129-CP Polished Chrome Qty: 2 POWDER Kohler Vanity Top K3049-8-FF Sea Salt Qty: 2 Kohler Two Piece Toilet K6355-0 White Qty: 2 July 26_ 2021 Showroom Selections 6 2021 Ferguson Enterprises, LLC Kohler Shower Faucet Trim Kit KTLS22029-4-CP Polished Chrome Qty: 2 Kohler Tub & Shower Rough In Valve K8304-K-NA Rough Brass Qty: 2 Kohler Transfer / Diverter Valve K728-K-NA Rough Brass Qty: 2 July 26, 202 Showroom Selections 2021 Ferguson Enterprises, LLC SHOWER Kohler Shower Head K22170-G-CP Polished Chrome Oty: 2 Kohler Transfer Valve Trim KT22032-4-BN Vibrant Brushed Nickel Qty: 2 Kohler Hand Held Shower K22178-G-CP Polished Chrome Qty: 2 Kohler Undermount Bathroom Sink K20000-0 White Qty: 4 BATH 2/3 Kohler Single Hole Bathroom Sink Faucet K22022-4-CP Polished Chrome Oty: 4 July 26, 2021 Showroom Selections 7 2021 Ferguson Enterprises, LLC Kohler Elbow K22172-CP Polished Chrome Qty: 2 Infinity Drain Shower Drain ICDA22 NIA Qty: 2 Infinity Drain Shower Drain IFXTIF6548PS Polished Stainless Qty: 2 July 26, 2021 Showroom Selections 4 2021 Ferguson Enterprises, LLC MAIN/GUEST TOILETS Kohler One Piece Toilet K78080-0 White Qty: 6 Ally P6, 2021 Showroom Selections 9 2021 Ferguson Enterprises, LLC B2T\ Kohler Tub Faucet Trim Kit KT22025-4-CP Polished Chrome Qty: 2 Signature Hardware 66" Soaking Tub SHINFSR6631WH While Qty: 2 F/S TUB Kohler Whirlpool Faucet Rough In Valve K97339-NA Rough Brass Qty: 2 July 26, 2021 Showroom Selections 5 2021 Ferguson Enterprises, LLC GRAZE SEC PD KITC FCT K22063-VS Qty: 2 In-Sink-Erator Garbage Disposal IPRO750WCORD Black / Stainless Qty: 2 Brasstech Drain Strainer B122/26 Polished Chrome Qty: 2 July 26, 2021 KITCHEN ln-Sink-Erator Part & Accessory ISTSOOSN Satin Nickel Oty: 2 Blanco Undermount Double Bowl Kitchen Sink 8442522 Truffle Qty: 2 Showroom Selections 1 p 2021 Ferguson Enterprises, LLC G GOUVIS engir consulfing.grL!up, iuc. K) 15 Studebaker Irvine CA 92618 Irvine tel 949,752.1612 fax 949.752.5321 Palm Springs tel 760.3 23.5 090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: PLUMBING SPECIFICATION SHEETS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-O.4 PLUMBING FIXTURE SHEETS G ISSUED DATE:XX/XX/XX LiS Blanco Laundry Sink 442762 Concrete Gray Qty: 2 Kohler 4" Centerset Bar Faucet K649-CP Polished Chrome Qty: 2 LAUNDRY Brasstech Drain Strainer 13122/26 Polished Chrome Qty: 2 July 26. 2021 Showroom Selections 2021 Ferguson Enterprises, LLC 12 DWHD650WFM EMERALD® 6-PROGRAM DISHWASHER MASTERPIECE® SERIES HANDLE mot.. ,. ! 711 MU Homelt conneCT Also Available In: DWHD650WFP — Flat Stainless Steel Panel with Professional Series Handle DWHD650WPR — Custom Panel FEATURES & BENEFITS - Chef's Tool Drawer (3rd Rack) is designed to make loading and unloading tools and hard to place items extraordinarily easier - Sens -A -Wash® measures water cleanliness and adjusts wash cycle - Three stage advanced filtration recirculates water for sparkling results - 3-Level adjustable upper rack is customizable for all of your needs, designed to be raised for extra large items placed on the bottom rack, or lowered to fit taller wine glasses on the upper rack - Extra Dry Option adds extra heat to the final rinse to enhance drying results - Impressively Quiet®-48 dBA for peaceful kitchen experience - Thermador Connected Experience by Home Connect brings exclusive dish features that keep you connected. Always. ACCESSORIES (OPTIONAL) Dishwasher Supply and Drainage Hose SGZ1010UC Extension 76 3/4" Dishwasher Accessory Kit SMZ5000 Fine Silverware Carafe SMZ5002UC Junction Box SMZPCJB1 UC 144 i ■7. Accessory Kit includes Extra -Tall -Item Sprinkler, Vase / Bottle Holder, 3 Plastic Item Clips and Small Item Basket Fine Silverware Carafe Di\N Thermador * GENERAL PROPERTIE; Number Of Wash Cycles 6 Number Of Options 5 dBA 48 Third Rack Chef's Tool Drawer® Rack Adjustability Rackmatic 3-Stage Tub Material Stainless Steel Control Type Touch Control Concealed Heating Element Yes Leak Protection System 24/7 AquaStop® Water Softener No Five -Level Wash Yes Childlock No Home Connect (Wi-Fi Enabled) EFFICIENCY Water Usage Per Cycle (g) Yes 3.5 g Energy Efficiency Class Tier 1 ENERGY STAR® Qualified Yes Total Annual Energy Consumption (kWh) 269 kWh Total Annual Water Consumption (g) CAPACITY Number Of Place Settings TECHNICAL DETAILS Watts (W) 624 g 16 1,440 W Current (A) 12 A Volts (V) 120 V Frequency (Hz) 60 Hz Power Cord Length (in) 67" Power Cord Install Length from Corner of Unit (in) 45" Minimum Water Pressure (lb/sin) 14 Max. Temperature for Water Intake 140° F Length Inlet Hose (in) N/A Length Outlet Hose (in) DIMENSIONS & WEIGHT Overall Appliance Dimensions (HxWxD) (in) 79" 33 7/8" x 23 9/16" x 23 3/4" Required Cutout Size (HxWxD) (in) 33 7/8" Min. x 23 5/8" Min.x24" Adjustable Feet Yes Net Weight (Ibs) 92 Ibs Page 1 of 2 6/19 Blanco Single Bowl Kitchen Sink 442772 Concrete Gray Qty: 2 GRAZE SEC PO KITC FCT K22063-VS Qty: 2 PREP KITCHEN in-Sink-Erator Part & Accessory ISTSOOSN Satin Nickel Qty: 2 In-Sink-Erator Garbage Disposal IPRO750WCORD Black / Stainless Qty: 2 July 26, 2021 Showroom Selections '021 Ferguson Enterprises, LLC 11 SGSXP365TS 36-INCH GAS COOKTOP MASTERPIECE® PEDESTAL STAR® BURNER SERIES FEATURES & BENEFITS * - Patented Star® Burner's unique five -point design offers more ports and more flame distribution that a round burner * - QuickClean Base® with a teardrop emboss reduces food buildup near the base and contains liquid spills for quick cleaning - Raised pedestal burner allows a hand or sponge to fit easily under each burner to wipe the surface clean * - ExtraLow® Select burner with 5 precise settings is perfect for simmering or holding foods and melting chocolate without scorching or burning * - Progressive illuminated light ring around each knob indicates burners in use ACCESSORIES (OPTIONAL) st• •0 1 It SWOKRINGW Wok Ring SGRIDDLEW Griddle SKNOBLUW Metallic Blue Knob Kit SNPKITPEDW LP Conversion Kit * THERMADOR® EXCLUSIVE RANGE Thermadort GENERAL PROPERTIES Controls Metal Knobs Sealed Burners Yes Grate Material BURNER PERFORMANCE Total BTU Load (NG / LP) Cast Iron 60,200 / 45,200 BTU Power of Front Left Burner (NG / LP) 9,100 / 6,000 BTU Power of Back Left Burner (NG / LP) 12,000 / 9,100 BTU Power of Center Burner (NG / LP) 18,000 / 15,000 BTU Power of Back Right Burner (NG / LP) 9,100 / 6,000 BTU Power of Front Right Burner (NG ( LP) TECHNICAL DETAILS Watts (W) 12,000 / 9,100 BTU 1,800 W Circuit Breaker (A) 15 A Volts.(V) 120 V Frequency (Hz) 60 Hz Plug Type 3 Prong Power Cord Length (in) 60' Energy Source Gas r....--.a41�l.. r 1 D rL,a D......:....n -16,.. DIMENSIONS & WEIGHT Overall Appliance Dimensions (HxWxD) (in) 5 318' x 37" x 21 1/4" 3 13/16" x 34 15/16" x 19 1/e" Minimum Distance From Counter Front (in) 1 1/2" Required Cutout Size (HxWxD) (in) Minimum Distance From Rear Wall (in) Net Weight (lbs) 3" 41 Ibs WARRANTY Limited Warranty, Entire Appliance, Parts and Labor 2 Year Page 1 of 3 2/19 WASHER/DRYER Maytag Top Load Washer MVW623OHW Product Details and Dimensions MAYTAG Amid& <WSF 1 Maytag MVW6230HW Top Load Washer Details and Dimensions Total Capacity Number of WashlRinse Temperatures Number of Wash/Spin Speed Combos Water Levels Number of Cycles Wash Basket Overall Depth Overall Height Overall Width Height With Lid Open Control Features Smart Enabled CEC Approved Hose Included Included Features 4.7cu ft 5 3 Auto Sensing 11 Stainless Steel 27-7/8" 42-3/16" 27-114" 57-1 /4" Quick Wash Wrinkle Control Lid Lock Deep Fill Delay Start Heavy Duty Yes Yes Yes +Advanced Vibration Control +Slow -Close Glass Lid *Single Dose, Detergent, Fabric Softener, Bleach Dispense System {y► Power Agitator • Extra Power Button Disclaimer -- This is not an actual Manufacturer's Specification Sheet. The details and dimensions listed are accurate to the best of our knowledge at the time this document was produced. For an official specification sheet, please contact the manufacturer di rectly. July 31, 2021 2021 Ferguson Enterprises, LLC MAYTAG DRYER White Available MED6230RHW - Electric MGD6230RHW - Gas Dimension Guide Maytag® Dryer with Extra Power and Advanced Moisture Sensing - 7.4 cu. ft. 41 'r'4" Height W11412671A 29 rJa ° Depth .•111111p._ 27' Width GOUVIS BIYy consufringgroirp, inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE DESCRIPTION 12/06/21 PLAN CHECK SHEET NAME: PLUMBING SPECIFICATION SHEETS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-O.5 SYMBOLS LEGEND ISSUED DATE:XX/XX/XX STACED ST SPILLWAY SED SPA 8' X 8' 1 2" G DN DRYER 1/2" G J DCCL AREA 18' X 38' 1 VW AIL v ,.J33 �'y✓ 42) ▪ 3/4" STUB FOR FOUNTAIN EQUIPMENT MAKEUP 0 A n 4 MO v SH \III 41) v VW 8 MI I v y MO L 1 f HMI 1" G s WC 1 3 3/4" G DN FIREPLACE VE FC 7 1 J 1 1- 1- BALANCING VALVE 1- 9) ANODELESS TRANSITION FIB T� �� S-E E � -�A �\ S17E: 12' X 3' (3) 3U133LES 1,200 SQFT. DAVES TO VATCH \ TES 0� MI I M FC IMB 1 FIRE • s.-.a .o.v. 3/4" PE ANODELESS RISER TRANSITION FITTING M 0 VW VW AL v M M HB WC 1 2' X 4' D'ECASY STEPPING STON 4S 0� DAV- TO VATCH +18" HT. FRE 1,1, 3' X 8' 3/4" PE 1" PE S.O.V. i BR° ISLA\3 (1 ANODELESS RISER TRANSITION FITTING BBQ GAS STUB .O.V. AIL VW BALANCING VALVE 3 TP v� 1"G�c -3/4" 1-1/4" G v M M I IWR `J M M I IWR \-1"G 0 M 31 DOOL LOCAT DO\Y OOL BACKWASH BACKFLOW PREVENTER 1-1/4" STUB FOR POOL EQUIPMENT MAKEUP A Min 1- D N 0 v VEWAY ATRIAL T.Q.S. 1-1/2" G v OPT. v v Ark v 2 e Joie C UNITS 1- 1"GDN TRASH LOCAT 0 v -L� GAS METER o.V. AL RE▪ FER TO CIV L P N FOR CONTINUATION 0 2' 4' EVE\T W/ L 8' 12' 1/4" = 1'-0" FIRST FLOOR PLAN 0 90 DEG ELBOW DOWN —0 90 DEG ELBOW UP • TEE, DOWN —(:)— TEE, UP ] PIPE CAP RISER ID TAG EQUIPMENT ID TAG cw KEY NOTES - WATER W I IWR G MPG CW HW HW_RETURN GAS_LPG GAS_MPG 1/2" NOMINAL I.D. DOMESTIC WATER PIPE 3/4" NOMINAL I.D. DOMESTIC WATER PIPE 1" NOMINAL I.D. DOMESTIC WATER PIPE 1-1/4" NOMINAL I.D. DOMESTIC WATER PIPE 1-1/2" NOMINAL I.D. DOMESTIC WATER PIPE 2" NOMINAL I.D. DOMESTIC WATER PIPE 2-1/2" NOMINAL I.D. DOMESTIC WATER PIPE 3" NOMINAL I.D. DOMESTIC WATER PIPE 4" NOMINAL I.D. DOMESTIC WATER PIPE 5" NOMINAL I.D. DOMESTIC WATER PIPE 6" NOMINAL I.D. DOMESTIC WATER PIPE KEY NOTES INSTALL PUSH BUTTON (HOTBUTTON) AT ALL THE SPECIFIED 10 LAVATORY/ KITCHEN SINK. COORDINATE LOCATION WITH OWNER. G GOUVIS BIYy consulting group, inc. K 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: LOT 41 ROOF PLAN FLOOR PLAN COLD / HOT WATER AND NATURAL GAS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-3.IA ISSUED DATE:XX/XX/XX L RAISED SPA 8' X 8' SH 1 KL1)- J b_ I I UIN L SD LLWAY J P33E AREA 18' X 38' 1 2 J J 3 3/4" C DN fi TAILPIECE �'y✓ st✓ lam✓ TERMINATE 3-14-OFD TERM-NATE 3/4" ABOVE WINDOW ABOVE WINDO'N 03 2) T. ft A-1 St 3---EQ, \-TAb\ SIZE: 12' X 3' (3) 3UB3LES 1,200 SQFT. PAVES TO VATCH FD FC 1 3 2 3 t f fi a0 FC a r 1 2 1 STEPPING STO\ 0� DAV- TO IV ATCH +18" H'T. FRE 3' X 8' / vs 1 i J RF. T 4 N 0 Ai 33Q ISLA\D POOL LOCAT PONY OOL ACKWASH 2 A/ 0 0 C UNITS HASH LOCAT 0\ REFER TO CIVIL PLAN FOR CONTINUATION VEWAY ATER AL T.3.S. S IT UIPNE\T N W/ ALL 0 2' 4' 8' 12' IYL� 1/4" = 1'-0" FIRST FLOOR PLAN 1 SYMBOLS LEGEND 90 DEG ELBOW DOWN 0 90 DEG ELBOW UP TEE, DOWN —0— TEE, UP ] PIPE CAP �I WALL CLEANOUT WYE GROUND CLEANOUT RISER ID TAG EQUIPMENT ID TAG KEY NOTES — WASTE CD WASTE_BELOW WASTE_ABOVE VENT COND. DRAIN 2 3 4 6 8 2" WASTE PIPE WITH DWV FITTINGS 3" WASTE PIPE WITH DWV FITTINGS 4" WASTE PIPE WITH DWV FITTINGS 6" WASTE PIPE WITH DWV FITTINGS 8" WASTE PIPE WITH DWV FITTINGS KEY NOTES — VENT 1-1/2" VENT PIPE WITH DWV FITTINGS 2" VENT PIPE WITH DWV FITTINGS 3" VENT PIPE WITH DWV FITTINGS 4" VENT PIPE WITH DWV FITTINGS G GOUVIS L..a consulting group, inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 QsigEssro� PAU� F ▪ 4,44 M 39147�- • rri *, DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: LOT 41 FLOOR PLAN WASTE / VENT PIPING AND FAU CONDENSATE PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-3.IB SYMBOLS LEGEND ISSUED DATE:XX/XX/XX 0 2' 4' 1/4" = 1'-0" 8' 12' FIRST FLOOR PLAN 1 3 —0— 90 DEG ELBOW DOWN 90 DEG ELBOW UP TEE, DOWN TEE, UP PIPE CAP WALL CLEANOUT WYE GROUND CLEANOUT RISER ID TAG EQUIPMENT ID TAG KEY NOTES - WASTE 2 3 2" WASTE PIPE WITH 3" WASTE PIPE WITH n 4" WASTE PIPE WITH 6 6" WASTE PIPE WITH 8" WASTE PIPE WITH DWV FITTINGS DWV FITTINGS DWV FITTINGS DWV FITTINGS DWV FITTINGS KEY NOTES - VENT CD WASTE_BELOW WASTE_ABOVE VENT COND. DRAIN 1-1/2" VENT PIPE WITH DWV FITTINGS 2" VENT PIPE WITH DWV FITTINGS 3" VENT PIPE WITH DWV FITTINGS 4" VENT PIPE WITH DWV FITTINGS G GOUVIS L..a consulting group, inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: LOT 41 ROOF PLAN VENT THROUGH ROOF PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-3.2 ISSUED DATE:XX/XX/XX CLEANOUT PLUG. SINK IN 90" ELBOW ISLAND COUNTER LABELED SEWER COVER —\\\— ISLAN�� CABINET � CLEANLINE OUT ZE .�. 1 VENT/2" UP �% FROM EQUIPMENT ,.,o CONCRETE WALK -NINN NIWALLTA � & PI TRAPS , 2-45" IIAI ELBOWS J LJ N4II' , Fa ° GAP_ FITTING �� _ �' QD o n 1 1/2 ri 1 1/2" VENT �I'1Ir� o o P P j\///\\�IIIIIIIII/\/\\/\\/\\/� HOT & COLD WAT R OUTLET \\\\/ \/\/\/\/\ TO SINK FAUCET DISTANCE\\\\\ LINE SIZE WALL A D / _ FIN. FLOOR VARIES - BEHIND ACCESS \\�\\�\\�\\�\ �j/�j/�j/�A SUPPLY BOX MODE DISHWASHER 2 PANEL � 1 696 BY SIOUX CHIEF °������ I I — 1 I — 12"OR LESS HOT WATER OUTL=T J—t' WITH WATER HAM ER - I IC++ ± ISOMETRIC VIEW DISHWASHER C INLET cc WASTE 4 0 18" a DISPOSAL 2" •' 1 1/2" f 2" WASTE PLUGGED WYE AT END OF RUNS. POINT OF CONNECTION TO DISHWASHER 2" `— 12"OR LESS 2" TRAP AN WASTE PIPE ,,o _ *INSTALL TRAP NOT LESS THAN 6 INCHES AND NOT MORE THAN 18 INCHES ABOVE FLOOR. -I1 . SLOPE 6" FLOOR *INSTALL STANDPIPE RECEPTOR AND NOT EXTEND MORE THAN 30" 18" ABOVE TRAP INCHES. 1-1/2" WASTE NOT BE USED PIPE FOR MAY BE USED IF RECEPTOR WILL WASHING MACHINE DRAIN. NOT TO SCALE INDIRECT WASTE RECEPTOR 12 GROUND CLEAN OUT (GCO) 8 KITCHEN SINK & DISHWASHER 5 ISLAND SINK WASTE & VENT CONNECTIONS 1 WASHING MACHINE BOX ro HOT WATER / \ / SCH. 40 PVC SLEEVE WATER HAMMER ARRESTOR COLD WATER VENT OR SEWER STACK HOSE(TYPICAL) BIBBS FACE OF WALL IWr LAVATORY OR SINK. , SANITARY TEE 1 1/2" VENT N 3/4" CONDENSATE DRAIN IN WALL CPVC / PVC a� r$ �. it CHROME PLATED COVER & i i I I V� SCREW / I I 3/4" CPVC / PVC SLOPED @ 1/4 /FT _ 12" OR L S8 INSULATION O J THREADED PLUG I I I\ COLD . ESCUTCHEON PLATE HOT / NO COUPLING STAINLESS WATER WATER -HUB , ,.HI NOTE:*WHEN PEX TUBING IS PLACED IN SOIL AND IS USED IN SLIP -JOINT FITTING . STEEL COVER 18" `V ��} WALL POTABLE WATER SYSTEM INTENDED TO SUPPLY DRINKING ti N WATER TO FIXTURES OR APPLIANCES, AND TUBING OR PIPING TRAP SHALL BE SLEEVED WITH MATERIAL APPROVED FOR POTABLE DRAIN LINE \ f 2" WASTE WATER USE IN SOIL OR OTHER MATERIAL THAT IS IMPERMEABLE `\— AREA CLEAR FOR 2" TRAP AND `A TO SOLVENTS OR PETROLEUM PRODUCTS. CPC TABLE 604.1 NOTE: 12" OR LESS WASTE PIPE NOTE 2. y y ACCESSIBLITY ICI SEE ARCHITECT'S DRAWING *INSTALL TRAP NOT LESS THAN 6 INCHES AND FINISHED FLOOR FOR ACCESSIBLITY REQUIREMENT 6" FLOOR NOT MORE THAN *INSTALL STANDPIPE AND NOT EXTEND 18 INCHES ABOVE RECEPTOR 18" MORE THAN 30" INCHES. FLOOR. ABOVE TRAP TYPICAL BELOW GRADE PIPE PROTECTION 13 CONDENSATE DRAIN TO LAVATORY TAILPIECE 9 WALL CLEAN OUT (WCO) 6 CLOTHES WASHING MACHINE OUTLET BOX 2 I +-B MAIN () ► �•-• BYPASS ASSEMBLY S.O.V. (TYPICAL) ► ► PIPE CLAMP _O 2 ii11 NORMALLY CLOSED (TYPICAL) 1. A CATEGORY III OR IV VENT, OR TYPE B VENT WITH STRAIGHT �� NOTES: _____ PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE i i TO UNITS () X I ` ` 4 LB. SHEET \\\ UNION (TYPICAL) Z HOSE BIBB (TYPICAL) u UNISTRUT (TYPICAL) LEAD ROOFING OVER BASE 12"MIN. SOLDER WHERE THE WATER HEATER 2. A CONDENSATE DRAIN THAT HIGHER THAN THE BASE AND ALLOWS NATURAL 3. A GAS SUPPLY LINE WITH 200,000 BTU/HR TO THE OF DRAINING A CAPACITY WATER IS INSTALLED. IS NO THE INSTALLED HEATER. MORE THAN WATER WITHOUT PUMP TO PROVIDE 2 INCHES ASSISTANCE. AT HEATER, LEAST 71 1 O PROVIDE TEMPERATURE AND DAYLIGHT AT 6" ABOVE FINISHED TURNED DOWN PER CPC SECTION 2 PIPE SEALED COMBUSTIONVENT O PER MANACMANUFACTURER RE OMMIEN PRESSURE RELIEF VALVES GRADE WITH AN UNTHREADED 608.5. RECT ATIONS SYSTEM. INSTALL DISCHARGED TO ELBOW 3" PVC PIPES 2" INLET \ WATERTIGHT H 1 PROVIDE CONDENSATE DRAIN WITH NEUTRALIZER PER MANUFACTURER'S LEGEND J 3 O L RECOMMENDATIONS. DISCHARGE TO STANDPIPE. /.6 SHUT OFF ► UNION III- O IF CLOSED SYSTEM PROVIDE EXPANSION TANK PER CPC / VALVE . • ANDMANUFACTURER'S RECOMMENDATIONS. ID • ` .```='' PRESSURE 5 INSTALL ISOLATION VALVES O ON BOTH THE COLD WATER SUPPLY, THE HOT CHECK VALVE �T\- - - 1 GAS WATER PIPE LEAVING THE WATER HEATER AND HOSE BIBBS OR OTHER PIPE CLAMP RELIEF VALVE _ FITTINGS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN VALVES (TYPICAL) SEDIMENT ARE CLOSED. SEISMIC STRAPS • DRAIN VALVE r 6633 4140 TRAP �� CBEES 110.3(c)7 (TYPICAL) UNISTRUT r� O V 79" 76.5" (TYPICAL) INCREASE i1 6O THE RECIRCULATION PUMP IS BUILT IN AND IS LOCATED INSIDE THE WATER o 4 LB. SHEET ONE PIPE o HEATER. THE RECIRCULATION PUMP IS TO BE CONTROLLED WITH A PUSH LEAD BASE SET IN PLASTIC CEMENT SIZE 0 BUTTON. LOCATION OF PUSH BUTTON IS SHOWN IN THE PLANS 10 7O PROVIDE SEDIMENT TRAP VENT 8"MIN. CONDENSATE DRA N ��G 8O PROVIDEBYPASS ASSEMBLY FOR FUTURE SOLAR 2 (FOR SIZE SEE DWGS.) :. I 1� D THERMAL POINT OF CONNECTION SHIELD. OR LOOP FOR SCALE ��O W HOT WATER �! �! = COLD WATER �� 1 = RECIRCULATION A O A O 17" 16 5" 1� SCALE SOLVER AND FILTER PIPING DIAGRAM DETAIL 14 VENT THRU ROOF 10 WATER HEATER DETAIL 3 METALLIC SCH 40 PIPE / / o-- GYPSUM BOARD VENT PROVIDE THERMAL INSULATION FROMFPLY GAS GAS SHUTOFF VALVE PER CPC 1208.10, 1210.11.2 BUILDING _\ o-- 3/8" C.P. FLEXIBLE TUBE SLOPE DOWN TOWARD DRAIN. ON CONDENSATE DRAIN PIPING INSTALLED INDOOR GRADE PER CPC 1210.1.1, RISER TO FIXTURE CLEANOUT - 1210.1.2, 1210.1.2.1 FOUNDATION WALL C.P BARGG COMPERSSION �,l fiMICIIIL I 1 I I __ STOP AS REQURED I nl) � SHUT OFF VALVE I _ r Il ° .. . e .'. ° ' • ° ° °' ° e a . e a ° : .' • - PRIMARY CONDENSATE • • ° 9 •• e " . e • a. 8 . DRAIN. SEE PLANS FOR - AC -UNIT DRAIN PAN C� METALLIC PIPE PER CPC N /� SIZE AND CONTINUATION. CONNECTION I) I TRANSITION FITTING PER CPC 1210.1.7, 1210.7.1 1208.5.6, 1208.5.7, 1208.5.8, 1208.5.2.2 DIELECTRIC UNION. APPROVED TYPE FACTORY ,.o ■■ I I - _ ASSEMBLED ANODELESS RISER I I d 1.5 X FAN STATIC 16 SECONDARY TO EQUIPMENT/ TRANSITION FITTING _ oo PRESSURERATING 4" CONDENSATE CONTROLS (MINIMUM -- DRAIN PIPING. - PLASTIC TUBING PER DEEPTRAP) I I PLASTIC TUBING WITH TRACER CPC 1208.5.4, 1208.5.9, WIRE PER CPC 1210.1.7.2 1210.1.7, 1210.7.2 SEDIMENT TRAP SHALL BE EITHER A TEE FITTING CEILING 3" MINIMUM WITH A CAPPED NIPPLE IN THE BOTTOM OUTLET, (NIPPLE) C.P BARGG EXCUTCHEON OR OTHER DEVICE RECOGNIZED AS AN NOTE: PLASTIC PIPING MAY ONLY BE USED OUTSIDE OF THE BUILDING EFFECTIVE SEDIMENT TRAP. 1 1 FOUNDATION AND IN UNDERGROUND INSTALLATIONS. REFERENCE 2016 ROUTE THE CONDENSATE CALIFORNIA PLUMBING CODE FINISHED FLOOR OVERFLOW DRAIN OUTDOOR AT A VISIBLE LOCATION. CAP GAS PIPING ABOVE GROUND TO UNDERGROUND TRANSITION 15 FIXTURE STOP 11 CONDENSATE DRAIN 7 GAS TEE FITTING SEDIMENT TRAP 4 G GOUVIS L..a consulting group, inc. 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA NO. /I\ REVISIONS DATE 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: DETAILS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-D.1 ISSUED DATE:XX/XX/XX 1-1/2" VTR 2" VTR 2" VTR 2" VTR 2" VTR 1-1/2" VTR 5 DFU 6 DFU 9 DFU 6 DFU 12 DFU 3 DFU III III III III III III JIL_ JIL_ JIL_ JIL_ JIL_ JIL_ I I I I I ROOF r 1 I r T T- 2„V 5 DFU 1 2" 1 \11/2»V2"V 3DFU V DFU 5DFU 1 2" 1 1 �5 L V DFU 7 r 2" V 7 DFU r 1 2" V 16 �5 DFU 1 r -1 1 I 1 r 7 1-1/2" U 1-1/2" W 1-1/2" W 2" LS 1WSH 2 DFU 3 DFU 1-1/2" 1-1/2" W 1-1/2" W 1-1/2" W 1-1/2" W 2" 1-1/2" W 2" W 1-1/2" W 1-1/2" W 1-1/2" W 1-1/2" W 2" 1-1/2" W 1-1/2" ' LAV LAV 1 LAV 1 1 LAV 1 KS&DW LAV I 1 VS 1 HD 1 I 1 1 1 DFU 1 1 DFU 1 1 DFU 1 1 DFU 1 1 2 DFU 1 1 DFU I POOL 1 1 2 DFU 1 1 DFU 1 SH GCO 2 DFU o 1 WC 3DFU BT GCO 2 DFU o SH 11 WC `,f 2 DFU 3 DFU `I 1 WC 3 DFU 1 SH I i 2 DFU 1 V n 1 GCO o 1 BACKWASH! WC 6DFU 3 DFU 11 1 1 GCO o 2" O� 2" 2" 2" 2" Es011- 1 2" 01� 1 1 COF 1 COIH 2" 1 ) 1 2" O 2" 1ST FLR •� 2" 2"W ` /5 DFU 3" /3 W 2" 3"W �2 DFU 3„W r3 DFU 3"W 3"W 3"W ` �4 DFU 2" /6 DFU 3" `9 DFU 3" 2" 2" ` W 4"W ` /1 DFU 4" 4"W 4"W 17 DFU 3" /10 DFU 0. I• I• I• m. I• I. p. m . REFER TO CIVIL PLAN 3"m.W 3"W 3"Wm. m. m. my►� ► ► ► ► ► ► ► ► �. 3' W3" W 3"W 3" W 3" W 2 DFU 7 DFU 10 DFU 11 DFU 20 DFU 21 DFU 24 DFU FOR CONTINUATION 3" W 3" W 4" W 4" W 4" W 4" W 26 DFU 28 DFU 38 DFU 40 DFU 41 DFU 41 DFU WASTE/VENT DIAGRAM 3 ROOF 2" CW 2" CW 2" CW 1-1/4" CW 1-1/4" CW 1-1/4" CW 1" CW 1-1/2" CW 1-1/2" CW 1" CW 1" CW 1-1/2" CW 62.2 CWFU 62.2 CWFU 42.6 CWFU /17 CWFU 15.8 CWFUw 13.3 CWFU 3.3 CWFU 27.1 CWFU 25.9 CWFU 4 CWFU 4.8 CWFU / 21..CWFU 1 I-cw 1" CW 1" CW 1-1/4" CW 1-1/4" CW 1-1/4" CW 1" CW 1" CW 1" CW 4.8 4 CWFU 16.3 CWFU 13.8 CWFU 9.6 CWFU 7.1 5.6 CWFU /c4.8 CWFU -cw �w P: �w �w ► cw -cw . �w c _cw I �w / ./ w W .� W ► W W w \_1-1/4" HW W I 1 1/4" HW M 1" HW W 1 1/4HW " W ► HW HW w �1"1 W ► 1" HW �3/4" HWHWFU W Jff1/2Cf-1W 3/4" HWR /)w 15.1 HWFU 14.9 HWFU 4.6 HWFU 10.3 HWFU 6.1 HWFU 4.6 HWFU 3.8 1" CW HMI I HMI I „„-„A U HMI/ HMI 4 CWFU I . , . 41 .11UMI . . / .1 U --2" CW t 3/4" HW / 3.5 HWFU / 3/4" HWR / 3/4" HWR * �"" �M" 3/4" HWR 1-1/4" CW 3/4" HWR r t • 3/4" HWR - 3/4" HW 2.3 HWFU / 1" HW j 1 CW J 4.2 HWFU 4.2 CWFU r * t t r t t 3/4" 1 CWFU 3/4" HW CW • 3/4" HWR • r CWFU 1/2" HW 3/4" HW 1/2" HW 1/2" 3/4" HW HW * 3/4" HW 3/4" HW * HW * OPT. 0TWH /10 HW ��3/4" i r3/4" HW /-3/4" * /1/2" * 3/4" CW */-1/2" HW SS-1 WF-1 ET-1 BALANCING VALVE CW-\ o 3/4" CW 3/4" CW 3/4" CW 3/4" CW \-1/2" CW 3/4" CW 3/4" CW 3/4" CW 3/4" CW 3/4" CW 3/4" CW [3/4"CW 3/4" CW 3/4" CW 3/4" CW 3/4" CW 3/4" CW • 3/4" CW HB-1 • 3/4" C & HWL KS-1 & DW-1 WC-1 POOL TP 1 BACKFLOW PREVENTER 1-1/4" STUB FOR POOL L-1 HB-1 VS-1 SH-1 WC-1 L-1 L-1 WC-1 SH-1 C-1 LS-1 WSH-1 HB-1 SH-1 L-1 BT-2 • L-1 2.5 CWFU 1.2 CWFU -IMB-1 0.8 CWFU 1.2 CWFU -IMB-1 1.5 CWFU 0.8 CWFU 0.8 CWFU - 1.5 CWFU -1.2 CWFU 3.0 CWFU - 1.5 CWFU -0.8 CWFU -3.0 CWFU -0.8 CWFU 2.5 CWFU BACKWASH EQUIPMENT MAKEUP 2.5 CWFU T1 2.5 CWFU 2.5 CWFU 2.5 CWFU 2.5 CWFU 2.7 HWFU 1/2" CW 0.8 HWFU 9 HWR I 1.5 HWFU 0.8 HWFU 0.8 HWFU 1.5 HWFU 1.2 HWFU 3.0 HWFU 1.5 HWFU 0.8 HWFU 3.0 HWFU !0.8 HWFU 1ST FLR 1-1/2 C & HW ------2�� CW 19.6 WFU S.O.V. BALANCING VALVE-BALANCING VALVE REFER TO CIVIL PLAN 50.5 CWFU BALANCING VALVE S.O.V. FOR CONTINUATION �, 3/4" STUB FOR FOUNTAIN EQUIPMENT MAKEUP S.O.V. WATERDIAGRAM 2 NOTE: - GAS PIPING SIZED USING CPC TABLE 1215.2(1). - UNDERGROUND GAS PIPING SIZED USING CPC TABLE 1215.2(20) ROOF - - 2" G 1-1/2" G 1" G (510CFH @ 145') (310CFH @ 145') (95CFH © 145') G G G G SEISMIC S.O.V. 1-1/4" G (215CFH @ 115') 1" G (200CFH @ 40') 3/4" G (60CFH @ 60') 1" G (155CFH @ 115') 3/4" G 3/4" G (90CFH @ 90' (65CFH @ 115') 1/2" G (35CFH @ 140') 3/4" G (60CFH @ 145') / y \ GAS METER ULTILITY S.O.V. REFER TO CIVIL PLAN %. \ TANKLESS WATER HEATER RANGE 60 CFH BBQ 90 CFH ... FIRE PIT 65 CFH DRYER 35 CFH FIREPLACE 60 CFH 200 CFH {_ FOR CONTINUATION S.O V. -- S.O.V. S.O.V. 1ST FLR 'SEDIMENT TRAP APPROVED TYPE FACTORY ASSEMBLED 3/4" PE (65CFH @ 90') APPROVED TYPE FACTORY ASSEMBLED ANODELESS RISER TRANSITION FITTING PE ANODELESS RISER TRANSITION FITTING 1" PE 3/4" PE (155CFH © 115') (90CFH @ 115') GAS DIAGRAM G GOUVIS BIYy consufringgroucp, inc. K 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.323.5090 DATE SIGNED: 12/6/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS NOT REVIEWED FOR CODE COMPLIANCE DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: DIAGRAMS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: P-D.2 ISSUED DATE:XX/XX/XX 2019 Low -Rise Residential Mandatory Measures Summary Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with control requirements if it: 150.0 k 2G:provides functionalityof the specified control accordingto 110.9; meets the Installation Certificate requirements of meets the § () Pe §§ 130.4; EMCS requirements of § 130.0(e); and meets all other requirements in § 150.0(k)2. § 150.0(k)2H: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must § 150.0 (k)21: be controlled by an occupant sensor or a vacancy sensor providing automatic -off functionality. If an occupant sensor is installed, it must be initially configured to manual -on operation using the manual control required under Section 150.0(k)2C. Interior Switches and Controls. Luminaires that are or contain light sources that meet Reference Joint Appendix JA8 requirements for § 150.0(k)2J: dimming, and that are not controlled by occupancy or vacancy sensors, must have dimming controls' § 150.0(k)2K: Interior Switches and Controls. Under cabinet lighting must be controlled separately from ceiling -installed lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either § 150.0(k)3A: § 150.0(k)3Aii (photocell and either a motion sensor or automatic time switch control) or § 150.0(k)3Aiii (astronomical time clock), or an EMCS. Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting for private patios, entrances, § 150.0(k)3B: balconies, and porches; and residential parking lots and carports with less than eight vehicles per site must comply with either Section 150.0(k)3A or with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, any outdoor lighting for residential parking lots § 150.0(k)3C: or carports with a total of eight or more vehicles per site and any outdoor lighting not regulated by Section 150.0(k)3B or Section 150.0(k)3D must comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. Internally illuminated address signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of § 150.0(k)4: power as determined accordingto 130.0(c). § § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in Sections 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be comply with Table 150.0-A and be controlled by an occupant sensor. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting for the interior common areas in § 150.0(k)6B: that building must: i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least 50 percent. The occupant sensors must be capable of tuming the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b) through § 110.10(e). § 110.10(a)2: Low-rise Multifamily Buildings. Low-rise multi -family buildings that do not have a photovoltaic system installed must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with § 110.10(b)1: roof areas greater than 10,000 square feet. For single family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. The solar zone requirement is applicable to the entire building, including mixed occupancy.* § 110.10(b)2: Azimuth. All sections of the solar zone located on steep -sloped roofs must be oriented between 90 degrees and 300 degrees of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof § 110.10 (b)3A: mounted equipment' Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: distance, measured in the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.* Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof § 110.10(b)4: dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a § 110.10(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single family residences and central water -heating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be permanently marked as "For Future Solar Electric". 2019 Low -Rise Residential Mandatory Measures Summary Requirements for Ventilation and Indoor Air Quality: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation 150.0 0 1: and Acceptable Indoor Air Qualityin Residential Buildings to the amendments specified in 150.0(o)1. § () P 9 subjectP § Single FamilyDetached DwellingUnits. Single familydetached dwellingunits,and attached dwellingunits not sharing ceilings or floors with 9 9 9 9 § 150.0(o)1C: other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow provided at rates determined by ASHRAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in § 150.0(o)1C. Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in § 150.0(0)1 E: accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced system is not used, all units in the building must use the same system type and the dwelling -unit envelope leakage must be <_ 0.3 CFM at 50 Pa (0.2 inch water) per square foot of dwelling unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.8. Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units must be balanced to provide § 150.0(o)1F: ventilation airflow for each dwelling unit served at a rate equal to or greater than the rate specified by Equation 150.0-B. All unit airflows must be within 20% of the unit with the lowest airflow rate as it relates to the individual unit's minimum required airflow rate needed for compliance. § 150.0(o)1G: Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASHRAE 62.2. Field Verification and Diagnostic Testing. Dwelling unit ventilation airflow must be verified in accordance with Reference Residential § 150.0 (0)2: Appendix RA3.7. Kitchen range hoods must be verified in accordance with Reference Residential Appendix RA3.7.4.3 to confirm it is rated by HVI to comply with the airflow rates and sound requirements as specified in Section 5 and 7.2 of ASHRAE 62.2. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater that allows shutting off the heater § 110.4 (a): without adjusting the thermostat setting; apermanent weatherproofplate or card with operating instructions; and must not use electric 1 9 9, rp P 9 resistance heating.* Piping. pool or spa heatingsystem or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or §110.4(b)1: Anyp P YPP dedicated suction and retum lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously buming pilot light. Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow § 150.0(p): rate, piping, filters, and valves.* Lighting Measures: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements § 110.9: of § 110.9.* § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)1 B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control. Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150.0(k)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an § 150.0(k)1 D: output frequency no less than 20 kHz. Night Lights, Step Lights, and Path Lights. Night lights, step lights and path lights are not required to comply with Table 150.0-A or be § 150.0(k)1 E: controlled by vacancy sensors provided they are rated to consume no more than 5 watts of power and emit no more than 150 lumens. § 150.0(k)1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k).* § 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8' 150.0 k 1 H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated § () temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources intemal to drawers, cabinetry or linen closets are not required to § 150.0(k)1I: comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically tum the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems' Interior Switches and Controls. Lighting must have readily accessible wall -mounted controls that allow the lighting to be manually § 150.0(k)2C: turned ON and OFF.* § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. Interior Switches and Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the control is installed to § 150.0(k)2E: comply with § 150.0(k). § 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. 2019 Low -Rise Residential Mandatory Measures Summary § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any dryer vent. § Liquid Line Drier. Air conditioners and heat pumpsystems must be equipped with li liquid line filter deers if required, as specified bythe 150.0(h)3B: q Yq q P manufacturer's instructions. § 150.O(j}1: Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have a minimum of R-12 external insulation or R-16 internal insulation where the intemal insulation R-value is indicated on the exterior of the tank. § Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions must have a minimum 150.0(1)2A: insulation wall thickness of 1 inch or a minimum insulation R-value of 7.7: the first 5 feet of cold water pipes from the storage tank; all hot water piping with a nominal diameter equal to or greater than 3/4 inch and less than 1 inch; all hot water piping with a nominal diameter less than 3/4 inch that is: associated with a domestic hot water recirculation system, from the heating source to storage tank or between tanks, buried below grade, and from the heating source to kitchen fixtures.* § 150.0(j)3: Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind as required by Section 120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. § Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of 150.0 n 1: the following: A dedicated 125 volt, 20 amp electrical receptacle that is connected to the electric panel with a 120/240 volt 3 conductor, 10 (} AWG copper branch circuit, within 3 feet from the water heater without obstruction. Both ends of the unused conductor must be labeled with the word "spare" and be electrically isolated. Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker for the branch circuit and labeled with the words "Future 240V Use"; a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu per hour. § 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification 150.0 (n)3: Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the Executive Director. Ducts and Fans Measures: § Ducts. Insulation installed on an existing space -conditioning duct must comply with Califomia Mechanical Code (CMC) Section 604.0. If a 110.8 (d)3 contractor installs the insulation, the contractor must certifyto the customer in writing, that the insulation meets this requirement. 9 q § CMC Compliance. All air -distribution system ducts and plenums must meet the requirements of the CMC Section 601.0, 602.0, 603.0, 604.0, 605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and retum-air ducts and plenums must be insulated to a minimum installed level of R-6.0 or a minimum installed level of R-4.2 when ducts are entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Portions of the duct system completely exposed 150.0(m)1: and surrounded by directly conditioned space are not required to be insulated. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181 B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than % inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause reductions in the cross -sectional area.' § Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, 150.0(m)3: mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipment maintenance, and wind. Insulation exposed 150.0 m 9: to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular () foam insulation must beprotected as above orpainted with a coatingthat is water retardant andprovides shieldingfrom solar radiation. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex ducts must have a non -porous layer between the inner core and outer vapor barrier. § Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with § 150.0(m)11 and Reference Residential Appendix RA3. § Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or 150.0(m)12: equivalent filters. Filters for space conditioning systems must have a 2 inch depth or can be 1 inch if sized per Equation 150.0-A. Pressure drops and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service.* § Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be 2 350 CFM 150.0(m)13: per ton of nominal cooling capacity, and an air -handling unit fan efficacy 5 0.45 watts per CFM for gas fumace air handlers and 5 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow z 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy 5 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3.* 2019 Low -Rise Residential Mandatory Measures Summary NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section formore information. mayapply. Exce *Exceptions P P (Original 08/2019) Building Envelope a Measures: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfm per square foot or less § 110.6(a)1: when tested per NFRC-400, ASTM E283 or AAMAPNDMA/CSA 101/I.S.2/A440-2011 § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of Section 10-111(a). Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables § 110.E (b): 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather stripped § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped, 110.8 a : Insulation Certification byManufacturers. Insulation must be certified bythe Department of Consumer Affairs, Bureau of Household Goods § O P and Services (BHGS). § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of Section 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing § 110.8(i): material must meet the requirements of 110.8 i and be labeledper §10-113 when the installation of a cool roof is specified on the CF1 R. q § U P § 110.80): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or § 150.0(c): have a U-factor of 0.071 or less, (R-19 in 2x6 or U-factor of 0.074 or less). Opaque non -framed assemblies must have an overall assembly U- factor not exceeding 0.102, equivalent to an installed value of R-13 in a wood framed assembly. Masonry walls must meet Table 150.1-A or B.* § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor.* § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings no greater than 0.3%; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor § 150.0(9)1: retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all § 150.0(g)2: insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a § 150 0(q): maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58.* Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device.* § 150.0(e)3: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control. Space Conditioning, Water Heating, and Plumbing System Measures: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated § 110.0-§ 110.3: appliances must be certified by the manufacturer to the Energy Commission.' 110.2 a : HVAC Efficiency. Equipment must meet the applicable efficiencyrequirements in Table 110,2-A through Table 110,2-K.* § O YPp q 9 Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters 110.2 b : must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the § () cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating' § 110.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat.* Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)4: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)4. § 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTU per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. Pilot Lights. Continuously buming pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (appli- § 110,5: ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu/hr are exempt); and pool and spa heaters.* Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)1: Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. TITLE 24 SHEET INDEX NO. SHEET DESCRIPTION 1 T24-MM MANDATORY MEASURES FORMS 2 T24-1 ENERGY COMPLIANCE FORMS G GOUVIS engir consulting grorip, iuc. r 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 PalmSprings tel 760.323.5090 DATE SIGNED: 12/2/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 02/11/2022 BY D C DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA REVISIONS NO. DATE /I\ 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: TITLE 24 FORMS MANDATORY MEASURES PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: T24-MM CERTIFICATE OF COMPLIANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24 Analysis Calculation Date/Time;: 2D21-12-02T10:26:55-08:00 Input File Name: 65758_Lot 41.ribdl9x CF1R-PRF-01E (Page 9 of 11) CERTIFICATE OF COMPLIANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-12-02T10:26:55-08:00 Input File Name: 65758_Lot 41.ribdl9x CF1R-PRF-01E (Page 5 of 11) CERTIFICATE OF COMPLIANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-12.02T10:26:55-08:00 Input File Name: 65758_Lot 41.ribdl9x CF1R-PRF-01E (Page 1 of 111 ISSUED DATE:XX/XX/XX HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 OB 09 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Verified HSPF Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Required 350 Required Required Yes Yes Yes Yes HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Duct Ins. R-value Duct Location Surface Area Name Type Design Type Supply Return Supply Return Supply Return Bypass Duct Duct Leakage HERS Vertfkatian Air Distribution System 1 Unconditioned attic Non -Verified R-6 R-6 Attic Attic n/a n/a Bypass Duct Air Distribution System 1-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Burled Ducts Low -leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not token Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power {Watts/CFM) Name HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan Registration Number: 221-P010250017A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: 50695 Calle Guaymas Calculation Description:Title 24 Analysis Registration Date/Time: 2021-12-02 11:0021 Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: CeICERTS roc. Report Generated: 2021-12-02 10:27:47 Calculation Date/Time: 2021-12.02Ti0:26:55-0S:OD Input File Name: 65758 Lot 41.ribd19x FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) IMult. Area (ftl) U-factor U-factor Source SHGC SHGC Sourc e Exterior Shading (2) Window 2060 FX Window Top Exterior Wall 2x6 Front 270 1 24 0.3 NFRC 0.2 NFRC Bug Screen Window 6060 SL Window Top Exterior Wall 2x6 Front 270 1 36 0.3 NFRC 0.2 NFRC Bug Screen Window 6050 SL Window Top Exterior Wall 2x6 Front 270 1 30 0.3 NFRC 0.2 NFRC Bug Screen (2) Window 3020 FX Window Top Exterior Wall 2x6 Front 270 1 12 0.3 NFRC 0.2 NFRC Bug Screen (2) Window 3060 SH Window Top Exterior Wall 2x6 Front 270 1 36 0.3 NFRC 0.2 NFRC Bug Screen Window 8020 FX Window Top Exterior Wall 2x6 Front 270 1 16 0.3 NFRC 0.2 NFRC Bug Screen Window 8060 FX Window 'Top Exterior Wall 2x6 Front 270 1 48 0.3 NFRC 0.2 NFRC Bug Screen (3) Window4620 FX Window I , Top Exterior Wall 2x6- Front 270 1 27 0.3 NFRC 0.2 NFRC Bug Screen Door 15080 SLD Window I.. Top Exterior Wall 2x6 Front' 270 '1 120 0.3 NFRC 0.2 NFRC Bug Screen Door 2680 FR Window Top Exterior Wall 2x6 -- Front I 270.. I 1 r. 20 0.3 NFRC 0.2 NFRC Bug Screen (2)Window2040SH Window Right Exterior Wall 2x6- Left 0 , 1 16 0.3 NFRC 0.2 NFRC Bug Screen Door 10080 SLD Window Right Exterior Wall2,6 " i Left 0 1 1 _ , 80 0.3 NFRC 0.2 NFRC Bug Screen (3) Window 5060 SL Window Bottom Exterior Wall 2x6 Back 90 1 90 0.3 NFRC 0.2 NFRC Bug Screen Window 2020 FX Window Bottom Exterior Wall 2x6 Back 90 1 4 0.3 NFRC 0.2 NFRC Bug Screen Window 5060 SL Window Left Exterior Wall 2x6 Right 180 1 30 0.3 NFRC 0.2 NFRC Bug Screen Window 40165L Window Left Exterior Wall 2x6 Right 180 1 6 0.3 NFRC 0.2 NFRC Bug Screen Window 6050 SL 2 Window Left Exterior Wall 2x6 Right 180 1 30 0.3 NFRC 0.2 NFRC Bug Screen Window 2650 SH Window Left Exterior Wall 2x6 Right 180 1 13 0.3 NFRC 0.2 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (R2) U-factor 3680 SC DR Bottom Exterior Wall 2x6 28 0.2 Door 16080 Bottom Exterior Garage 12E, 1 NNNNNNNNNN Registration Number: 221-P010250017A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance CF1R-PRF-01E (Page 10 of 11) HVAC FAN SYSTEMS - HERS VERIFICATION D1 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.58 IAQ (INDOOR AIR QUALITY) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness (% IAQ Recovery Effectiveness - SREIAQ Recovery Effectiveness -SRE SFam IAQVentRpt 126 0.25 Default 0 n/a Registration Number: 221-P014200017A-000-900-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2021.12-4211:06^.11 Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider COICERTS inc. Report Generated: 2021-12-02 10:27:47 CERTIFICATE OF COMPLIANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-12.02T10:26:55.08:00 Input File Name: 65758_Lot 41.ribdl9x CERTIFICATE OF COMPLIANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24Analysis NNNNNNNNNw Registration Date/Time: 2021-12-02 11:08:21 Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: CalCERTS inc. Report Generated: 2021-12-02 10:27:47 Calculation Date/Time: 2021-12.02130:26:55.08:00 Input File Name: 65758 Lot 41.ribdl9x CF1R-PRF-01E (Page 6 of 11) OPAQUE DOORS 01 01 03 04 Name Side of Building Area (ftt) U-factor Door 8080 Bottom Exterior Garage 64 1 SLAB FLOORS 01 02 03 04 OS 06 07 08 Name Zone Area (ftt) Perimeter {ft) Edge Insu!. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab -on -Grade Floor Plan 3365 275 none 0 80% No 51ah-on-Grade 2 _Garage_ 693 69 none 0 0% No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 47 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interlai / Exterior Continuous R-value U-factor Assembly Layers R-0 Wall Exterior Walls Wood Framed Wail 2x4 * 16 in. 0. C. R-0 None / None 0.361 Inside Finish: Gypsum Board Cavity / Frame: no ins ul. / 2x4 Exterior Finish: 3 Coat Stucco R-21 Wall R4 Exterior Walls Wood Framed Wail 2x6 l 16 In. 0. C. R-21 I None / R-4 0.051 Inside Finish: Gypsum Board Cavity /Frame: R-21 / 2x6 Sheathing/ Insulation: R-4 Sheathing Exterior Finish: Synthetic Stucco R-1S Garage Surface Interior Walls Wood Framed Wall 2x4 4 16 in. O. C. R-I5 None / None 0.086 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Other Side Finish: Gypsum Board Registration Number: 221-P010250017 A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Daterlime: 2021.12-0211:0821 Report Version: 2019.1.300 Schema Version: rev 20200901 CF1R-PRF-01E (Page 11 of 11) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Ly Ng Documentation Author Signature: Company: Gouvis Engineering Consulting Group Signature pate: 2021-12-02 10:53:09 Address: 15 Studebaker CEA/ HERS Certification Identification Of appkeelale): City/State/0ipr Irvine, CA 92618 PhPne: 949-752-1612 RESPONSIBLE PERSON'S DECLARATION STATEMENT [ ce rtiFy the following under penalty of perjury, under the laws of the State of California: 1. lam eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specirrcat inns identified on this Certificate of Compliance conform to the requi roma-ma of Title 24, Part 1 and Part 6 of the California [ode of Regulations. 3. The building design features or system design features identified en this Certificate of Compliance are consistent with the information prorttled on other applicable compliance documents, vrorksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Ken Niemerski Responsible Designer Signature: ee`".../erirecoeasna(v.; Company: Bassenian Lagoni Date Signed: 2021-12-021110821 Address: 2031 Orchard Drive License: C23971 City/State/Zip: Newport Beach, CA 92660 Phone: 949-553-9100 Digitally signed by Ca10EFeTS. This dlgilal signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 221-6010250017A-000-000-0000900-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2020-12-02 11:0021 Report Version: 2019.1.300 Schema Version: rev 20200901 0 0 Easy to Verify at CabC ERTS.com HERS Provider: CaICERTS Report Generated: 2421-12-02 10:27:47 CERTIFICATE OF COMPLIANCE Project Name: 50695 Calla Guaymas Calculation Description: Title 24Analysis HERS Provider: CeICERTS inc. Report Generated: 2021-12-02 10:27:47 Ca Iculation Date/Time: 2021-12.02110:26:55-08:00 Input File Name: 65758_Lot 41.ribdl9x CF1R-PRF-01E (Page 7 of 11) OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 47 08 Construction Name Surface Type Construction Type Framing Total Cavity R•value Interior / Exterior Continuous R-value U-factor Assembly Layers Attic Garage Roof Cons Attic Roofs Wood Framed Ceiling 2x4 ? 24 in. 0. C. R-0 None / None O.4 Roofing: 10 P5F ( RoofilleAir9ap) Tile Gap: present Roof Deck: Wood Siding/sheathing/decking Cavity/ frame: no insul. / 2x4 Attic RoofFloor Plan Attic Roofs Wand Framed Ceiling 2x4 ( 241n. O. C. R-19 None / None 0.055 Roofing: 10 PSF (Roof .leAirGap) Tile Gap: present Roof Deck: Wood SldingisheathingJdecking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6,0 instil. R-0 Roof Attic Ceilings{below attic} Wood Framed Celling 2x4 tP 24 in. O. C. R-0 None / None 0.481 Cavity/ Frame: no ins ul-/ 2x4 Inside Finish: Gypsum Board R-38 Roof Attic +R19 Ceilings (below attic} Wood Framed Ceiling 2x4 1 24 in. 0. C. R-38 None / None 0.025 Over Ceiling Joists: R-28.9 insui. Cavity/ Frame: R-9.1/2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (Qj€) High R-va lye Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required n/a WATER HEATING SYSTEMS 01 02 03 04 OS O6 07 Name System Type Distribution Type Water Heater Name (d) Solar Heating System Compact Distribution HERS Verification DHW Sys 1 Domestic Hol Water (DHW) Standard Distribution System DHW Heater 1 (1) n/a None n/a Registration Number: 221-P010250017A400400-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Daterlirne: 2021-12-0211:0821 Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: CalCERTS inc. Report Generated: 2021-12-02 10:27.47 CERTIFICATE OF COMPLIANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24Analysis Calculation Date/Time: 2021-12.021-10:26:55-05:00 Input File Name: 65758_Lot 41.ribdl9x CF1R-PRF-01E (Page S of 11) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Name Heating Element Type Tank Type ii of Units Tank Vol. (gal) Energy factor or Efficiency Input Rating or Pilot Tank Insulation R-value (Ito/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate NEEAHeat Pump Brand or Model Tank Location or Ambient Condition DHW Heater 1 Gas Consumer Instantaneous 1 0 0.97-UEF a-200 k3tu/hr 0 n/a n/a n/a n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Pipe Insulation Parallel Piping Compact Distribution Compact distribution Type Recirculation Control Central DHW Distribution Shower Drain Water Heat Recovery DHW Sys -1/1 Not Required Not Required Not Required None Not Required Not Required Not Required SPACE CONDTITONING SYSTEMS D1 02 03 04 05 06 07 08 09 10 11 Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Heating Equipment Count Cooling Equipment Cunt 3.571 Heat pump heating cooling Heat Pump System 1 Heat Pump System Y HVAC Fan 1 AEr Distribution System 1 Setback New NA 2 2 01 02 03 04 05 06 67 08 49 10 11 HVAC- HEAT PUMPS Name System Type Number of Units Heating BEng Zonally Controlled Compressor Type HERS Verification Cap 47 Cap 17 SEER EER/CEER Heat Pump System 1 Central split HP 2 8.5 41000 28700 16 13 Not Zonal Single Speed Heat Pump system 1-hers-htpump Registration Number: 221-P0102501017A400-000-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date(Tme: 2021.12-0211:0821 Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: CeICERTS Report Generated: 2021-12-02 10:27:47 GENERAL INFORMATION 01 Project Name 50695 Calle Guaymas 02 Run Title Title 24 Analysis 03 Project Location 50695 Calle Guaymas 04 City La Quinta OS Standards Version 2019 06 Zip code 92253 07 Software Version EnergyPro 8.2 08 Clinnate Zone 15 09 Front Orientation (deg/ Cardinal) 270 10 Building Type Single family 11 INumber of Dwelling Unfls 1 12 Project Scope NewConstruction 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2) 0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft) n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area(z) 3365 - - 19 Glazing Percentage (%) 18.96% 20 ADU Bedroom fount n/a - 21. ADU Conditioned Floor Area n/a 22 Is Natural Gas Available? Yes , COMPLIANCE RESULTS - - - 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below Registration Number: 221-P010250017A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2021-12-02 11„00:21 Report Version: 2019.1.300 Schema Version: rev 20200901 CERTIFICATE OF COMPLIANCE. Project Name: 50695 Calle Guaymas Calculation Description: Title 24 Analysis HERS Provider: CarCERTS Inc. Report Generated: 2021-12-02 10:27:47 Calculation DatejTme:2021-12-02T10:26:55-08:00 input File Name: 65758_Lat 41.ribdl9x CF1R-PRF-01E (Page 2 0.1111 ENERGY DESIGN RATING Energy Design Ratings Compliance Margins ENidency' (EOM Total' (EDR) EfHdency' IEDR) Total' (EDR} Standard Design 48.1 23.5 Proposed Design 46.8 20.6 1.3 2.9 RESULT: a' COMPLIES 1: Efficiency EDR includes improvements to the building envelope and more efficient equipment 2: Total EDR includes efficiency and demand response measures such as photovoltaic (PV) systems and batteries 3: Building complies when efficiency and total compI lance margins are greater than or equal to zero • Standard Design PV Capacity: 6.09 kWdc • Proposed PV kWh output exceeds proposed electricity use by 4.8% which may violate NEM rules. Contact local utility. ENERGY USE SUMMARY Energy Use (kTDV/ftkyr} Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating Space Cooling IAQ Ventilation Water Heating Self Util iaation/Flexi bility Cred it Compliance Energy Total 1.35 85.91 2.2 5.95 n/a 95.91 2.32 82.95 2,2 4.88 92.35 -0.47 2.96 0 1.07 0 3.56 -25.4 3.4 18 n/a 3.7 I E I 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdt) Exception Module Type Array Type Power Electronics CFI Azimuth (deg} Tilt !Input(deg} Array Angie Tit: Ix in 12} Inverter Eff. (%} Annual Solar Access {%) 6.46 NA Premium Fixed NIicroinverters true 150-270 n/a n/a a=7:12 96 100 Registration Number: 221-P010250017A.000-000A000000A000 CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPUANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24 Analysis Registration Datefilme: 2021-12-02 11:0021 Report Version: 2019.1.300 Schema Version! rev 20200901 HERS Provider CaICERTS inc. Report Generated: 2021-12-02 10:27:47 Calculation DatejTme:2021-12-02T10:26:55-08:00 input File Name:65758_Lat 41.ribdl9x CF1R-PRF-01E (Page 3 of Il) REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • PV module type: Premium • PV power electronics: Microirwerters • Non-standard roof reflectance Insulation below roof deck HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified bye certified HERS Rater as a condition for meeting the modeled energy performance for this computer analyses. Additional detail Is provided In the bu Ildng tables below. Registered [Figs and CF3Rs are required to be completed in the HERS Registry Bullding-level Verifications: • Quality Insulation Installation (QII) • Indoor air quality ventilation • Kitchen range hood Cooling System Verifications: • Minimum Airflow • Verifi Verifieded SEER • Verifkd RefrEERigerant Charge • Fan Efficacy Watts/CFM Heating System Verifications: • Verified HSPF • Verified heat pump rated heating capacity HVAC Distribution System Verifications: • Ductleekagetesting • Low -leakage Air Handling Unit Domestic Hot Water System Verifications: • --None- ICE 5 Ifl': BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Name Nae Conditioned Floor Area (Rz) Number of DwellingNumber Units Number of Bedrooms Number of Zones of Ventilation [poling Systems Number of Water Heating Systems 50695 Calle Guaymas 3365 1 3 1 0 1 Registration Number: 221-P0102S0017h0 W-000-0000000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/ante: 2021-12-02 11:4021 Report Version: 2019.1.300 Schema Version! rev 20200901 HERS Provider: CeICERTS Inc. Report Generated: 2021.12-02 10:27:47 CERTIFICATE OF COMPUANCE Project Name: 50695 Calle Guaymas Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-12-02T10:26:55-08:00 input File Name: 65758Lot 41.ribdl9x CF1R-PRF-01E (Page 4 of I1) ZONE INFORMATION 01 02 03 04 05 D6 07 Zone Name Zone Type HVAC System Name Zone Floor Area {ft) Avg. Ceiling Height Water Heating System i Water Heating System 2 Floor Plan Conditioned 3.5T1 3365 9.5 DHW Sys 1 N/A OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window and Door Area (it2j lilt (deg) Top Exterior Wall 2x6 Floor Plan R-21 Wall R4 270 Front 891 369 90 Right Exterior Wall 2x6 Floor Plan R-21 Wall R4 0 Left 575 96 90 3oltdrn Exterior Wal 2x6 Floor Plan R-21 Wail R4 90 Back 530 122 90 Left Exterior Wall2x6 Floor Plan R-21 Wall R4 180 Right 702 79 90 Garage Surface 2x6 Floor Plan»_Garag@_ R-15 Garage Surface n/a n/a 197 0 n/a Roof Floor Plan R-38 Roof Attic+ F119 n/a nla 3000 1/a n/a Roof 2 _Garage_ R-0 Roof Attic n/a n/a 693 n/a n/a Tap Exterior Garage _Garage_ R-0 Wall 270 Front 37 0 90 Right Exterior Garage _Garage_ R-0 Wall 0 Left 220 0 90 Bottom Exterior Garage _Garage_ R-0 Wall 90 Back 311 192 90 Left Exterior Garage _Garage_ R-0 Wall 180 Right 89 ❑ 90 ATTIC 021 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic _Garage_ Attic Garage Roof Cons Ventilated 3 0.1 0.85 No No Attic Floor Plan Attic RoofFloor Plan Ventilated 3 0.18 0.91 No No Registration Number: 221-P010250017A•000-000-0W 0000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Grne: 2021-12-02 11:0121 Report Version: 2019.1.300 Schema Version! rev 20200901 HERS Provider: CeICERTS inc. Report Generated: 2021-12-02 10:27:47 DATE G GOUVIS enijuu consuffing. group, iuc. K) 15 Studebaker Irvine CA 92618 Irvine tel 949.752.1612 fax 949.752.5321 Palm Springs tel 760.3 23.5 090 DATE SIGNED: 12/2/21 RESTRICTIVE NOTICE THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF GOUVIS ENGINEERING CONSULTING GROUP. THEY ARE THE SUBJECTOF COPYRIGHT AND OTHER LEGAL PROTECTION. THEY MAY BE USED ONLY BY THEIR INTENDED RECIPIENT AND ONLY FOR THE PROJECT DEPICTED HEREIN. NO PART OF THESE DRAWINGS ARE TO BE COPIED, TRANSFERRED, REPRODUCED, NOR CAN THEY BE USED, IN WHOLE OR IN PART, BY ANY OTHER PERSON OR FOR ANY OTHER PROJECT OR STRUCTURE, WITHOUT THE PRIOR EXPRESS WRITTEN CONSENT OF GOUVIS ENGINEERING CONSULTING GROUP © 2017 GOUVIS ENGINEERING CONSULTING GROUP INC. - ALL RIGHTS RESERVED PROJECT: 50695 Calle Guaymas - Lot 41 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE 02/11/2022 BY C DEVELOPER: 41 Calle Guaymas LLC ARCHITECT: Bassenian Lagoni Architects LOCATION: La Quinta Riverside CA NO. A\ REVISIONS DATE 12/06/21 DESCRIPTION PLAN CHECK SHEET NAME: TITLE 24 ENERGY COMPLIANCE FORMS PROJECT NUMBER: 65758 ENGINEER: DRAFTER: SHEET NUMBER: T24-1 R:\AutoCAD\Projects\113K-001 Calle Guaymas 41\dwg\113k1gp01.dwg, GP01, 11/12/2021 9:44:12 AM AVENUE 50 C/� 44s �AMe�s w w v z o z AVE ULTIMO o z AVE TUJUNGA CALLE GUAYMAS o SITE LA QUINTA VILLAGE -o SHOPPING CENTER � AVE NARANJA z cr CALLE TAMPICO v 0 J Q CALLE AVENIDA LA FONDA VICINITY MAP NOT TO SCALE NOTE: GRATE SIZE SHALL BE DETERMINED FROM THESE PLANS (4" UNLESS OTHERWISE NOTED). GRATE STYLE, TYPE, COLOR AND/OR FINISH SHALL BE DETERMINED BY THE OWNER OR LANDSCAPE ARCHITECT. USE ATRIUM GRATES IN NON -PEDESTRIAN LOCATIONS (PLANTERS). USE ROUND GRATES IN PEDESTRIAN LOCATIONS. GRADE PER PLAN SDR-35 PVC OR SOLID WALL HDPE 4"x45' BEND (1/8 BEND) SEWER BRANCH WYE (MAIN SIZE x 4') DIR. OF FLOW AT I MIN. ELEVATION PER PLAN SDR-35 PVC (4", 6" OR 8" - SIZE PER PLAN) FINISH GROUND �\ %/ \/�\/\/\ n u GRATE 9" GRATES USE NDS 9'X9" LOW PROFILE ADAPTER, 12" GRATES USE 1200NGB CATCH BASIN, OR EQUAL. NDS 4" UNIVERSAL OUTLET, OR EQUAL. v��i\\\max\�\i/\\�: I VARIES 12" MIN/MUM COVER PIPE CONTINUES WHEN NOT END OF LINE. DRAIN DETAIL SCALE: 1 "= 1 ' INDICATED ON PLAN: PVC INLET VARIES SEE PLANS FOR DEPTH \/\ \ " j/12 %\/ Know what's below. CaII before you dig. \/� '1 ' 6" ' CAP/PLUG WHEN END OF LINE. 12"x12" CATCH BASIN (NDS 1200 OR EQUAL). ADD 12"x12" RISERS AS NECESSARY. CUT 6"x6" HOLE IN THE BOTTOM OF CATCH BASIN. EXISTING CURB & GUTTER EXISTING AC PAVEMENT / / /\/\/\\/\\/\/ /\/\ j\\j\ ‘/ i�j�i�i�\%/ \\\\\jam\\j� /� \ \//\/\/\ r, \\ � \ INSTALL REMOVABLE FILTER V\ FABRIC COVER OVER HOLE. �_�^ �_��/�// A NON -WOVEN FILTER FABRIC PER SEC. I�I'�I \��\' \ 88-1.03 CAL. STD. SPEC. SHALL BE USED //\/\// ; UNDISTURBED SOILEEN THE . ROCK AND THE �\\� 1 --- 12"•, , `•• , \/ \ \ \\\ 2" MAX CRUSHED %\/ c \ \ \ \ \ v \/% \/\ STONE FILTER BUBBLER BOX DETAIL SC,AL_E 7 " = 7 NOTE: SEE PLAN FOR TOP OF GRATE, INVERT, SLOPE, INLET SIZE In the City of La Quinta Precise Grading Plan Lot 41, Desert Club Tract, Unit No. 5 OWNER: 41 CALLE GUAYMAS, LLC P.O. BOX 1418 LA QUINTA, CA 92253 att. Steve Kealer email : skealer®aol.com LEGAL DESCRIPTION: Lot 41, Desert Club Tract Unit No. 5 MB 21/61-62 SITE ADDRESS: CALLE GUAYMAS LA QUINTA, CA 92253 BASIS OF BEARINGS: NORTH PROPERTY LINE AS N 87°32' E, PER MB 21/61-62 BENCHMARK: CITY OF LA QUINTA NO. 255 3.5" BRASS DISK IN CURB, FLUSH. 70 FT WEST OF E. C. R OF THE NORTHWEST CURB RETURN AT THE INTERSECTION OF CALLE TAMPICO AND WASHINGTON ST. ELEVATION=(38.947) NAVD88 SITE BENCHMARK: TAG ON CURB AT THE PROPERTY LINE EXTENSION OF LOTS 41 & 42. ELEVATION=(38.47 TAG ON CURB) SITE BENCHMARK:: INDICATES THE BENCHMARK AT THE SITE WHICH THE ENGINEER OF RECORD SHALL USE TO CERTIFY PAD ELEVATION AND FINAL GRADING CERTIFICATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN THIS BENCHMARK AND THE BENCHMARK USED BY THE CONTRACTOR PRIOR TO ANY GRADING. SOURCE OF TOPOGRAPHY: THE TOPOGRAPHY SHOWN HEREON WAS OBTAINED BY A FIELD SURVEY BY FEIRO ENGINEERING, INC ON 7/2/2021 DEMOLITION NOTES AND QUANTITIES ESTIMATE: DESCRIPTION QTY UNIT O DEMOLISH AND DISPOSE EXISTING TREE/STUMP, SEE LANDSCAPE PLANS 2 EA NON PRESERVATIVE -TREATED SHEATHING WEEP SCREED FINISHED 2" MIN- - - HARDSCAPE SURFACES 2% MIN FINISH GRADE 2% MIN 6"" MIN ,j� FOOTING DETAIL NOT TO SCALE FRAMING MEMBER f2X PRESERVATIVE -TREATED SILL PLATE i`FINISH FLOOR 6 "" • PAD 2" SAND NOTE: QUANTITIES ESTIMATE SHOWN IS FOR PERMIT PURPOSES ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE QUANTITIES FOR HIS BID AND PAYMENT PURPOSES. QUANTITIES ESTIMATE DOES NOT INCLUDE CLEARING, SHRINKAGE, SUBSIDENCE, ANY OTHER LOSSES, OR ANY GRADING OR EXCAVATION COVERED UNDER A SEPARATE PERMIT. EARTHWORK QUANTITIES ESTIMATE: CUT = 0 FILL = 450 CU YDS CU YDS NET = 450 CU YDS [IMPORT] NOTE: DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. A LETTER OF CERTIFICATION FROM THE ENGINEER -OF -WORK STATING THAT THE GRADING HAS BEEN COMPLETED PER THE APPROVED PLAN, AND A COMPACTION REPORT FROM A SOILS ENGINEER ON ALL FILL AREAS IS REQUIRED PRIOR TO THE BUILDING PERMIT ISSUANCE. 95% REQUIRED IN BUILDING AREA. NOTE TO OWNER AND CONTRACTOR: IT IS THE OWNER'S RESPONSIBILITY TO SCHEDULE REGULAR MAINTENANCE OF THE DRAINAGE SYSTEM, INCLUDING BUT NOT LIMITED TO AREA DRAINS, DRAIN LINES, DRYWELLS AND BUBBLER BOXES. CONTRACTOR SHALL RECOMMEND MAINTENANCE SCHEDULE TO OWNER BASED UPON INSTALLED EQUIPMENT AND AS -BUILT CONDITIONS. ROOF DRAINS, RETAINING WALL FRENCH DRAINS, POT DRAINS, ETC. MAY BE TIED INTO DRAINAGE SYSTEM. OVERSIZING OF PIPES MAY BE NECESSARY NOTE: UTILITIES SHOWN REFLECT AVAILABLE PUBLIC RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY AND PROTECT ALL UTILITIES IN THE CONSTRUCTION AREA, WHETHER SHOWN OR NOT HEREON, AND TO NOTIFY UNDERGROUND SERVICE ALERT AT 1-800-227-2600, 48 HOURS IN ADVANCE. CONSTRUCTION NOTES AND QUANTITIES ESTIMATE: DESCRIPTION QTY UNIT O CONSTRUCT AREA DRAIN PER DETAIL ON SHEET 1 14 EA O CONSTRUCT 4" SDR-35 PVC DRAIN PIPE 300 LF O3 CONSTRUCT BUBBLER BOX PER DETAIL ON SHEET 1 2 EA ONDS DURA-SLOPE CHANNEL (SHOWN PRE -SLOPED WITH 0.7% SLOPE). ALTERNATE CHANNELS SHALL HAVE MINIMUM 0.5% SLOPE. GRATE TYPE PER ARCHITECT. 18 LF O CONSTRUCT PAVERS, SEE LANDSCAPE PLANS FOR COLOR/FINISH 2650 SF O6 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 160 LF 07 CONSTRUCT D/W APPROACH PER CLQ STD NO 221 1 EA OCONSTRUCT 6' FREESTANDING BLOCK WALL CLQ BUILDING DEPT HANDOUT (PER SEPARATE PERMIT) 110 LF OCONSTRUCT BLOCK WALL STANDARD ATOP 2' RETAINING WALL, FOOTING OPTION "A" PER CLQ BUILDING DEPT HANDOUT (PER SEPARATE PERMIT) 90 LF CITY OF LA QUINTA GRADING NOTES: 1. GRADING SHALL BE IN ACCORDANCE WITH THE ENGINEERED GRADING REQUIREMENTS OF THE UNIFORM BUILDING CODE, LATEST EDITION, AND SOILS INVESTIGATION, NO. DATED: PREPARED BY: TELEPHONE NO.: 2. THE SOILS ENGINEER AND THE ENGINEERING GEOLOGIST SHALL EXERCISE SUFFICIENT SUPERVISORY CONTROL DURING GRADING TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN THEIR PURVIEW. 3. THE DESIGN CIVIL ENGINEER SHALL EXERCISE SUFFICIENT CONTROL DURING GRADING' AND CONSTRUCTION TO INSURE COMPLIANCE WITH THE PLANS, SPECIFICATIONS, AND CODE WITHIN HIS PURVIEW. 4. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHALL BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTY. 5. AFTER CLEARING, EXISTING GROUND SHALL BE SCARIFIED TO THE MINIMUM RECOMMENDED BY THE SOILS REPORT. 6. THE MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1. 7. PADS SHALL BE COMPACTED TO A MINIMUM OF 95% RELATIVE DENSITY PER A.S. T M. D 1557 SPECIFICATIONS AND THE ABOVE MENTIONED SOILS REPORT. 8. MINIMUM BUILDING PAD DRAINAGE SHALL BE 2%. DRAINAGE SHALL BE A MINIMUM OF 0.3' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES (EXCEPT THOSE PLACED UNDER THE STRUCTURE). THE MINIMUM SLOPE OF SWALES SHALL BE 0.5%. 9. ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF NINETY(90) PERCENT OF MAXIMUM DENSITY AS DETERMINED BY THE UNIFORM BUILDING CODE SECTION 7010 OR EQUIVALENT AS APPROVED BY THE CITY ENGINEER. FIELD DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE SECTION 7002, OR EQUIVALENT, AS DETERMINED BY THE CITY ENGINEER. 10. ALL STREET SECTIONS ARE TENTATIVE. THE MINIMUM SECTION IS 3" A.C. OVER 4.5" CRUSHED A.B. OVER 12" OF COMPACTED SUBGRADE. ADDITIONAL SOIL TEST(S) SHALL BE REQUIRED AFTER ROUGH GRADING TO DETERMINE EXACT SECTION REQUIREMENTS. THE CITY ENGINEER SHALL APPROVE THE FINAL STREET SECTION. 11. THE CITY ENGINEER WILL REVIEW FOR APPROVAL THE FINAL STREET SECTIONS AFTER SUBMITTAL OF "R" VALUE TESTS FOR ROADWAY SUBBASE. 12. LOCATIONS OF FIELD DENSITY TESTS SHALL BE DETERMINED BY THE SOIL ENGINEER OR APPROVED TEST AGENCY AND SHALL BE SUFFICIENT IN BOTH HORIZONTAL AND VERTICAL PLACEMENT TO PROVIDE REPRESENTATIVE TESTING OF ALL FILL PLACED. TESTING IN AREAS OF A CRITICAL NATURE OF SPECIAL EMPHASIS SHALL BE IN ADDITION TO THE NORMAL REPRESENTATIVE SAMPLINGS. 13. THE FINAL COMPACTION REPORT AND APPROVAL FROM THE SOILS ENGINEER SHALL CONTAIN THE TYPE OF FIELD TESTING PERFORMED. EACH TEST SHALL BE IDENTIFIED WITH THE METHOD OF OBTAINING THE IN -PLACE DENSITY, WHETHER SAND CONE OR DRIVE RING SHALL BE SO NOTED FOR EACH TEST. SUFFICIENT MAXIMUM DENSITY DETERMINATION SHALL BE PERFORMED TO VERIFY THE ACCURACY OF THE MAXIMUM DENSITY CURVES USED BY THE FIELD TECHNICIAN. 14. ALL UNDERGROUND FACILITIES, WITH LATERALS, SHALL BE IN PLACE AND INSPECTED PRIOR TO PAVING, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: SEWER, WATER, ELECTRIC, GAS AND DRAINAGE. 15. THE FINAL UTILITY LINE BACKFILL REPORT FROM THE PROJECT SOIL ENGINEER SHALL INCLUDE AN APPROVAL STATEMENT THAT THE BACKFILL IS SUITABLE FOR THE INTENDED USE. 16. SWIMMING POOL, SPA, DRIVEWAY APPROACH AND BLOCK WALLS ARE NOT PART OF THE GRADING PERMIT. SUBMIT FOR SEPARATE BUILDING PERMIT(S). 17. THE CONTRACTOR IS REPSONSIBLE TO PREVENT SILT CONTAMINATION OF STORMWATER INFILTRATION FACILITIES DURING CONSTRUCTION OF SUBSEQUENT IMPROVEMENTS BY THE CONTRACTOR. IMMEDIATELY PRIOR TO FINAL ACCEPTANCE OF STORM DRAINAGE RETENTION/INFILTRATION FACILITIES, THE CONTRACTOR SHALL CONDUCT, IN THE PRESENCE OF THE CITY INSPECTOR, A PERFORMANCE TEST DESIGNED TO CLEARLY DEMONSTRATE THE FUNCTIONAL ADEQUACY OF THE FACILITIES. 18. THE CONTRACTOR SHALL PROVIDE WIND EROSION AND DUST CONTROL MEASURES AS REQUIRED BY THE FUGITIVE DUST CONTROL PLAN APPROVED FOR THIS PROJECT. 19. DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. REVISIONS: DATE INITIAL APPROVED BY: DATE FEIRO Civil Engineering Land Surveying www.feiro.net P.O. Box 12980 Palm Desert, California 92255 (760) 346-8015 In, the City of Lot Quin,ta, PREPARED UNDER THE DIRECT SUPERVISION OF: Precise Grading Plan Lot 41, Desert Club Tract Unit No. 5 Per MB 21/61-62; APN 770-094-005 SHEET NUMBER: 1 OF 2 SHEETS .DWG FILE: 11JklgpOl.dwg LAYOUT.: GPO 1 ENGINEERING, inc RONALD K. FEIRO R.C.E. 52260 DATE FOR: 41 Calle Guaymas, LLC JOB NUMBER.: 11JK-001 R:\AutoCAD\Projects\113K-001 Calle Guaymas 41\dwg\113k1gp01.dwg, GP02, 11/12/2021 9:44:16 AM TW = 43.8) EX. WALL FG = 40.50 EX PAD =39.0 1 I M 40.5 FG 40.30 TG SECTION A -A SCALE: 1 "=2' 41.00 FF LOT 42 43.8 TW (43.7 40.5 FG O46.50 TW 40.50 TRW 39.33 TF 040.30 TG 38.50 INV 040.30 TG 38.69 INV EX. BLOCK WALL (38.6 EG) (43.8 TW) 040.30 TG 38.55 INV (EXISTING RESIDENCE) (39.06 FS@GARAGE) A (39.00 PAD) 1101E 10 QONIIR4CTOR: STORMWATER SHALL BE ALLOWED TO FLOW THROUGH A SINGLE OPENING IN THE WALL AT ELEVATION 40.45, WITH A MINIMUM OF EX. ROSE 128 SQ IN OPENING, IN THE EVENT OF FAILURE OF THE STORM HEDGE DRAIN SYSTEM (EMERGENCY OVERFLOW). ENGINEER OF RECORD WILL NOT CERTIFY FINAL GRADING WITHOUT THIS OVERFLOW. 40.5 FG 40.30 � 3838.35 INV (43.8 TW EX. METAL GATE CJ38.23 INV (38.9 EG) 0.30 TG 40.5 FG CORE DRILLING HOLES IN THE WALL IS INADEQUATE FOR AN EMERGENCY OVERFLOW. .50TG � 36.50 INV 37.95 FL 38.47 TAG.ON.CURB SITE BENCHMARK - - (38.43 TP)/ Know what's below. CaII before you dig. M z NOTE: LOT 48 & 41 HAVE SAME OWNER. WALL TO BE CONSTRUCTED ON PROPERTY LINE 40.5 FG (38.9 EG) 40.30 TG (38.4 EG) 39.00 INI \(38. 7 EG) (38.7 EG) 46.50 TW 40.50 TRW 39.33 TF 9 0 (38.6 EG) 39 =2°03'44 R=1430.00' L=51.47' 38 {38� (38.50 TC) (37.99 FL) (38.45 TP)/. (38.7 EG) SPA 42.75 FS R=1400' 46.33 TW 40.33 TF 0.5% LOT 48 (VACANT) (38.6 EG) 100.00' POOL COPING 40.75 FS -"-FOUNTAIN ////////////"iii (38.7 EG) LOT 41 (VACANT) 41.00 FF 40.50 PAD 40.96 FS (38.8 EG) i�-.' ROOT \� I BALL 40.46 FS 39.46 FS I ROOT, I\ BALL I, --r EXISTING CURB - AND GUTTER /38.61 TC) '38.12 FL CALLS 38.51 TP GARAGE m m (39.4 TOE) 45.9 TW (40.0 TOP) 0 • l •..T AC AC 40.96 FS 40.77 F. 0.5% 14'®1% 40.70 TG 40.26 IN 4 O 40.70 TG `40.11 INV 1\41.00 FS (39.3 TOE) 040.30 TG 38.70 INV ElI% 39.0MI Mir 40.96 FS / 40.96 FS 40.77 FS \40.73 FS• , 38.48 TG' GRADE BR -1f3 8. EAK. Cs: 4 • - of �I � - -• - - TG GUAYMAS _ 38.35 GRADE BREAK - © p- 0 N (39.8 EG) EX. WOOD FENCE (45 7 TW) 45.6 TW (40.1 EG) 46.33 TW 40.33 TF 8 40.5 FG 40.30 TG it 38.50 IN 38.42 INV 40.20 TG O 38.29 IN 45.7 TW) 40.5 FG N 40.20 TG 1 LOT 40 38.09 INVO (EXISTING RESIDENCE) (40.08 FS@GARAGE) (40.1 TOP) (40.0 PAD) EX. BLOCK WALL Ca 40.5 FG 44.2 TW) 38.9 TOE EX. HEADER 38.66 TG 36.66 IN 3 66 TC NOTE: (38.20 FL)- - - - DRIVEWAY APPROACH REQUIRES A SEPARATE PERMIT AND INSPECTION FROM THE CITY OF LA QUINTA PUBLIC WORKS DEPARTMENT. NORTH -12 GRAPHIC SCALE 10 0 5 10 20 40 ( IN FEET ) 1 inch = 10 ft. BASIS OF BEARINGS: NORTH PROPERTY LINE OF LOT 41 AS N 87°32' E, PER MB 21/61-62 BENCHMARK: CITY OF LA QUINTA NO. 255 3.5" BRASS DISK IN CURB, FLUSH. 70 FT WEST OF E. C. R OF THE NORTHWEST CURB RETURN AT THE INTERSECTION OF CALLE TAMPICO AND WASHINGTON Si ELEVATION=(38.947) NAVD88 SITE BENCHMARK: TAG ON CURB AT THE PROPERTY LINE EXTENSION OF LOTS 41 & 42. ELEVATION=(38.47 TAG ON CURB) SITE BENCHMARK: -0- INDICATES THE BENCHMARK AT THE SITE WHICH THE ENGINEER OF RECORD SHALL USE TO CERTIFY PAD ELEVATION AND FINAL GRADING CERTIFICATION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY DISCREPANCIES BETWEEN THIS BENCHMARK AND THE BENCHMARK USED BY THE CONTRACTOR PRIOR TO ANY GRADING. SOURCE OF TOPOGRAPHY: THE TOPOGRAPHY SHOWN HEREON WAS OBTAINED BY A FIELD SURVEY BY FEIRO ENGINEERING, INC ON 7/2/2021 DEMOLITION NOTES AND QUANTITIES ESTIMATE: DESCRIPTION QTY UNIT O DEMOLISH AND DISPOSE EXISTING TREE/STUMP, SEE LANDSCAPE PLANS 2 EA CONSTRUCTION NOTES: DESCRIPTION O CONSTRUCT AREA DRAIN PER DETAIL ON SHEET 1 O CONSTRUCT 4" SDR-35 PVC DRAIN PIPE O CONSTRUCT BUBBLER BOX PER DETAIL ON SHEET 1 ONDS DURA-SLOPE CHANNEL (SHOWN PRE -SLOPED WITH 0.7% SLOPE). ALTERNATE CHANNELS SHALL HAVE MINIMUM 0.5% SLOPE. GRATE TYPE PER ARCHITECT. O CONSTRUCT PAVERS, SEE LANDSCAPE PLANS FOR COLOR/FINISH O6 CONSTRUCT RETAINING WALL PER SEPARATE PERMIT 07 CONSTRUCT D/W APPROACH PER CLQ STD NO 221 OCONSTRUCT 6' FREESTANDING BLOCK WALL CLQ BUILDING DEPT HANDOUT (PER SEPARATE PERMIT) OCONSTRUCT BLOCK WALL STANDARD ATOP 2' RETAINING WALL, FOOTING OPTION "A" PER CLQ BUILDING DEPT HANDOUT (PER SEPARATE PERMIT) LEGEND & H. P. G. B. E. G. F.C. F. S. F. F. PAD P T. W. T. R. W. W.S. B.W. T.F. B.F. R/W D/W T. C. F.L. T. H. E. P. T. P. T. G. INV [G] [E] (99.9) 99.9 (99) 99 _ X 2CA X 2CEC TOP HZZZ=1_ZZZZIZ PP • O TELE ABBREVIATIONS: CENTERLINE PROPERTY LINE HIGH POINT GRADE BREAK EXISTING GROUND FINISH GRADE FINISH SURFACE FINISH FLOOR ELEVATION PAD ELEVATION PLANTER TOP OF WALL TOP OF RETAINING WALL WATER SURFACE BOTTOM OF WALL TOP OF FOOTING BOTTOM OF FOOTING RIGHT-OF-WAY DRIVEWAY TOP OF CURB FLOW LINE TOP OF HEADER EDGE OF EXISTING PAVEMENT TOP OF PAVEMENT TOP OF GRATE INVERT ELEVATION "G" CHISELED ON CURB "S" CHISELED ON CURB "E" CHISELED ON CURB EXISTING ELEVATION PROPOSED ELEVATION PROPERTY LINE / RIGHT-OF-WAY CENTERLINE EXISTING CONTOUR FINISH CONTOUR DRAINAGE SWALE EXISTING SLOPE FINISH SLOPE EXISTING CURB AND GUTTER RETAINING WALL/DEEPENED FOOTING EXISTING RETAINING WALL/DEEPENED FOOTING EXISTING BLOCK WALL PROPOSED BLOCK WALL BLOCK WALL ATOP RETAINING WALL EXISTING BLOCK WALL ATOP RETAINING WALL SHEET FLOW CONCRETE MANHOLE TREE PALM TREE POWER POLE PIPE RISER TELEPHONE BOX ELECTRIC BOX WOOD FENCE CABLE TV STUMP BUSH HEDGE OF ROSE REVISIONS: DATE INITIAL APPROVED BY: DATE FEIRO Civil Engineering Land Surveying www.feiro.net P.O. Box 12980 Palm Desert, California 92255 (760) 346-8015 In, the City of Lot Quin,ta, PREPARED UNDER THE DIRECT SUPERVISION OF: Precise Grading Plan Lot 41, Desert Club Tract Unit No. 5 Per MB 21/61-62; APN 770-094-005 SHEET NUMBER: 2 OF 2 SHEETS .DWG FILE: 11JklgpOl.dwg LAYOUT.: GP02 ENGINEERING, inc RONALD K. FEIRO R.C.E. 52260 DATE FOR: 41 Calle Guaymas, LLC JOB NUMBER: 113K-001 DIAL BEFORE YOU DIG J EX. WALL TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT n i _JL_J Ic) AISED 5P 8' X 8' NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution and revising the plans for approval by the county. STACKED STONE SP I LLWAY 5YN-LAWN AREA POOL AREA IS' X 38' CALL GALL I ANDRA VINES (TYP.) • • . ' nivRa1A1AY _ . . •' •MATERIAL'• GUAYMAS BY DATE REVISIONS APPR. NORTH 2' X 4' PREGAST STEPPING STONES OR PAVERS TO MATCH +18" HT. FIRE PIT 3' X S' +12" HT. RAISED FOUNTAIN, SIZE: 12' X 3' (3) BUBBLERS 1,200 SOFT. PAVERS TO MATCH INTERIOR BBQ ISLAND POOL. EQUIPMENT LOCATION W/ PONY WALL A/G UNITS TRASH LOCATION sf t I:L rz' i x ma`s.=• fir+ „... jjj}}}���fff y,, ti Y1F r dry FOUNTAIN CONCEPT IMAGES (COLORS T.B.D.) RAY MARTIN DESIGN CORP. Landscape Design / Management 78-060 Calle Estado Suite #16 La Quinta, California 92253 (760) 698-9696 RAY@RAYMARTINDESIGN.COM PREPARED BY: DATE PLANT LEGEND PALMS / TREES SYMBOL: QTY: 2 SCIENTIFIC NAME: 'COMMON NAME': PHOENIX DACTYL IFERA 'DATE PALM' 2 OLEA EUROPAEA 'WILSONII' 'FRUITLESS OLIVE' 2 WASH INGTONIA FILIFERA 'CALIFORNIA FAN PALM' 1 CHAMAEROPS HUM ILIS 'MEDITERRANEAN FAN PALM' DESERT ACCENTS SHRUBS 8 AGAVE X 'BLUE GLOW' 'BLUE GLOW AGAVE' 2 PACHYCEREUS MARGINATUS 'MEXICAN FENCE POST' 2 AGAVE AMERICANA 'CENTURY PLANT' 1 YUCCA ROSTRATA 'BEAKED YUCCA' 8 EUPHORBIA MILLII 'CROWN OF THORNS' PLANT SIZE / WATER USE: NOTES: 18' BTH. MIN. 0.5 MOD DIAMOND CUT 36" BOX. 0.2 LOW 16' B.T.H. 0.5 MOD SKINNED 36" BOX. 0.5 MOD MULTI -TRK SPECIMEN 15 GAL. 4' HT. MIN. 24" BOX 24" BOX SPECIMEN 5 GAL. 8 DIANELLA TASMANICA 'VARIEGATA5 GAL. 'VARIEGATED FLAX LILY' 11 CARISSA M. 'BOXWOOD BEAUTY' 'BOXWOOD BEAUTY' 5 GAL. 12 PITTOSPORUM TOBIRA 'VAR IEGATA' 15 GAL. VARIEGATED MOCK ORANGE' 12 OLEA EUROPAEA 'MONTRA' 'LITTLE OLLIE' 3 5 GAL. HIBISCUS ROSA-SINENSIS 'WHITE WING' 15 GAL. 'TROPICAL HIBISCUS' 11 ROSA FLORIBUNDA 'WHITE ICEBERG' 15 GAL. 'WHITE ICEBERG ROSE' GROUNDCOVERS / VINES 12 EVOLVULUS GLOMER4TUS 'HAWAIIAN BLUE EYES' CARISSA M. 'GREEN CARPET' 'GREEN CARPET' 5 GAL. 5 GAL. 80 S.P. ANNUAL COLOR FLATS TO BE SELECTED BY OWNER 15 CALLIANDRA HAEMATOCEPHALA 15 GAL. 'RED POWDER PUFF' STAKED 1,600 S.F. SYNTHETIC TURF - MUIRFIELD, BLADE COLOR: FIELD GREEN / APPLE GREEN 80 OZ. WEIGHT ROCK & MISC. MATERIALS ALL PLANTERS 63 L.F. STEEL EDGING - S.F. CRUSHED ROCK COLOR: CHAMOIS BEIGE SIZE: 3/8" DIA. LIGHTING LEGEND 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.2 LOW 0.5 MOD 0.5 MOD 0.5 MOD 0.2 LOW 0.5 MOD 0.5 MOD 0.5 MOD 0.5 MOD 0.8 HIGH 0.5 MOD SYM QTY. DESCRIPTION MODEL NO. (ii 4 PALM / ACCENT LIGHT (35°) 16016-5KT-21-LED BY: KICHLER COLOR TEXTURED BLACK 3.5 WATTS, 2100K, 200 LUMENS (� ��ii'' 3 PALM / TPEE UPLIGHT (60°) COLOR TEXTURED BLACK 3.5 WATTS, 2100K, 200 LUMENS 16011-BKT-27-LED BY: KICHLER 6 PATH LIGHTS COLOR: TEXTURED BLACK 4 WATTS, 2100K, 126 LUMENS 15805-BKT-2I-LED BY: KICHLER Trt 3 STEP / CAP LIGHTING COLOR: TEXTURED BLACK 1 WATT, 2100K, 40 LUMENS 16101-BKT-21-LED BY: KICHLER 1 STAINLESS STEEL ENCLOSURE LOW VOLTAGE TRANSFORMER 300W T KEALER RESIDENCE LOT 41 APN: 770-094-005 50-695 CALLE GUAYMAS LA QUINTA, CA 92253 DESERT CLUB ESTATES u z SCHEMATIC LANDSCAPE PLAN SCALE: 1 /^ 1'-0" ORIGINAL DATE: 7/12/21 SHEET NO. SL-1 CURRENT DATE: 9/14/21 REFERENCE ONLY 0211112022 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 5.440 Kw (AC) AND 6.460 Kw (DC) NEW PHOTOVOLTAIC SYSTEM COVER SHEET SCALE: N.T.S. COVER SHEET PLANET SOLAR 73820 DINAH SHORE DRIVE PALM DESERT, CA, 92211 LIC# 938313, CLASS B, C10 760.341.1413 SIGNED: DATE: 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: c-1 1 MODULE DIM:68.50" X 41.0" MODULE WEIGHT: 44.53 Ibs NUMBER OF STORIES: 01 ROOF FRAMING: 2" X 4" ROOF RAFTERS 24" 0.C. SPACING STRUCTURE TYPE: SFR NUMBER OF ROOFS UTILIZED:01 NEW CONSTRUCTION (01) STRING OF 08 LG380M1C—A6 WITH FACTORY INTEGRATED MICROINVERTERS LM320UE—A2 (01) STRING OF 09 LG380M1C—A6 WITH FACTORY INTEGRATED MICROINVERTERS LM320UE—A2 REFERENCE ONLY 0211112022 (N)125A (N)30A AC UTILITY PV ONLY DISCONNECT SWITCH SUBPANEL (OUTSIDE) (INSIDE GARAGE) (N) PV MODULES WITH FACTORY INTEGRATED MICROINVERTERS PHOTOVOLTAIC INSTALLATION PLAN (E)400A SOLAR READY MAIN SERVICE PANEL AND UTILITY METER (OUTSIDE) VICINITY MAP SCALE: 1 "=20' 12.13.2021 STRUCTURAL ONLY AA STRUCTURAL ENGINEERS www.vindsecom ROOF ACCESS AS PER SECTION R324.6 OF 2019 CRC (2) 3/4" EMT CONDUITS ON ROOF/UNDER EAVE/ IN ATTIC (N)JUNCTION BOXES (N)PV ARRAY ON ROOF FIRE CLEARANCE AS PER SECTION R324.6 OF 2019 CRC 1'-6" FROM RIDGE & EDGE 1'-6" FROM VALLEYS 3'-0" ON FLAT SIDES SCOPE OF WORK THIS PROJECT CONSISTS OF THE INSTALLATION OF (17) PHOTOVOLTAIC MODULES WITH INTEGRATED MICROINVERTERS AND (01) 125A PV ONLY SUBPANEL. PV MODULES WILL BE MOUNTED TO AN EXISTING CEMENT FLAT TILE ROOFTOP ROOFTOP WITH PEGASUS FLAT TILE REPLACE ATTACHMENTS AND IRONRIDGE XR100 RAIL. THE ATTACHMENT SYSTEM IS SPECIFICALLY DESIGNED TO WITHSTAND 130MPH WIND LOADS AND SEISMIC LOADS ON EXISTING ROOFTOPS. REFER TO CODE COMPLIANT INSTALLATION MANUAL FOR DETAILED INFORMATION AND WATER PROOFING SPECIFICATIONS. SHEET INDEX SHEET NO. INDEX NO. DESCRIPTION: 01 02 03 04 05 06 07 08 09 C-1 COVER SHEET T-1 TITLE SHEET M-1 PHOTOVOLTAIC EQUIPMENT PLAN E-1 SINGLE LINE DIAGRAM D-1 PHOTOVOLTAIC MODULE DATA SHEET D-2 ATTACHMENT DATA SHEET D-3 RAIL DATA SHEET D-4 MSP DATA SHEET L-1 WARNING PLACARDS PROJECT JURISDICTION PREPARED FOR: CITY OF COUNTY: ADDRESS: CITY, STATE, ZIP PH: CITY OF LA QUINTA 78-495 CALLE TAMPICO, LA QUINTA, CA 92253 (760)777-7000 CODE COMPLIANCE ALL WORK SHALL CONFORM TO ALL PERTINENT CODES, REGULATIONS, LAWS, AND ORDINANCES AS REQUIRED BY STATE OF CALIFORNIA 2017 NATIONAL ELECTRICAL CODE 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 RIVERSIDE COUNTY CONSOLIDATED FIRE CODE 2019 CALIFORNIA RESIDENTIAL CODE PV SYSTEM SPECIFICATIONS LG 380W LG380M1C—A617 MODULE QTY. MICROINVERTERS INTEGRATED IN MODULES MODEL LM320UE-A2 MICROINVERTERS 17 QTY. PEGASUS FLAT TILE REPLACE ATTACHMENTS IRONRIDGE XR100 RAIL RACKING 18° TILT 180° AZIMUTH 6.46kW DC POWER RATIN (STC) 4lfrianetSoIar flrC}r"r r . IhIen!} 1 !1"F TITLE SHEET 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 W 1- Q n 1 T SOLAR DINAH SHORE DRIVE DESERT, CA, 92211 38313, CLASS B, C1I -1.1413 Ld o Cn CI Z cV LJ <CO.J O Z r7 Q U co 0 dr---,d_Jr--- Cn 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: T-1 2 POST WITH T—BOLT FLAT TILE REPLACE FLASHING SLED OPTIONAL BASE FLASHING (2) i6"X3-1" SS LAG SCREWS 2.5" MIN. EMBEDMENT DEPTH PV ATTACHED WITH PEGASUS FLAT TILE REPLACE ATTACHMENTS AND IRONRIDGE XR100 RAIL SYSTEM. REFER TO DATA SHEETS FOR WIND AND VERTICAL FORCE DESIGN CHARACTERISTICS 18' CEMENET FLAT TILE ROOFTOP 2"X4" TRUSSES 24"O.C. RIDGE BOARD FROM EAVE TO GROUND 3' 0" OVERHANG PV MODULES TO BE MOUNTED NO MORE THAN 6 INCHES FROM ROOF SURFACE, ATTACHMENT SPACING 72"0. C. CONNECTION DETAIL N.T.S. ROOF SECTION PLAN N.T.S. AERIAL VIEW ROOF LOAD CALCULATION ROOF:17 PANELS PV AREA SINGLE MODULE:19.51 SQ. FT. PV AREA TOTAL:331.67 SQ. FT. PV PANEL WEIGHT =44.53 Ibs MOUNTING HARDWARE WEIGHT=10 Ibs/panel ENTIRE WEIGHT ON ROOF: (44.53 Ibs, panels)x(17)+ (10 Ibs, structure)x(17)=927.01 Ibs [757.01+170] 927.01 Ibs/331.67 sq.ft.=2.79 Ibs/sqft REFERENCE ONLY 02111 /2022 (N) PV MODULES WITH FACTORY INTEGRATED MICROINVERTERS FIRE CLEARANCE AS PER SECTION R324.6 OF 2019 CRC 1'-6" FROM RIDGE & EDGE 1'-6" FROM VALLEYS 3'-0" ON FLAT SIDES GBL GROUNDING PER 2019 CEC 690.43, UL 2703 LISTED PV LAYOUT PLAN 1 SCALE: 1/16" = 1'-0" (N)125A PV ONLY SUBPANEL (INSIDE GARAGE) 34' 2" (N)30A AC UTILITY (E)400A SOLAR DISCONNECT SWITCH READY MAIN (OUTSIDE) SERVICE PANEL AND UTILITY METER (OUTSIDE) L 1'-6" ATTACH MODULES TO STRUCTURE PER DETAILS AND DATA SHEET N (2) 3/4" EMT CONDUITS ON ROOF/UNDER EAVE/ IN ATTIC 12.13.2021 STRUCTURAL ONLY ea STRUCTURAL ENGINEERS www.vincix.com (N)JUNCTION BOXES PANEL RAILS EXISTING 2X4 TRUSSES © 24" 0.C. NEW CONSTRUCTION CLASS 1 — DIVISION 1 METALLIC CONDUIT W/NO JOINTS OUTSIDE (E)400A SOLAR READY MAIN SERVICE PANEL AND UTILITY METER (OUTSIDE) (N)30A AC UTILITY DISCONNECT SWITCH (OUTSIDE) 0 (N) MICROINVERTERS ON ROOF (N) JUNCTION BOXES ON ROOF INSIDE GARAGE (N)125A PV ONLY SUBPANEL (INSIDE GARAGE) TO ARRAYS GRADE MAIN SERVICE ELEVATION GENERAL NOTES: 1. CONDUIT RUNS ARE DIAGRAMMATIC, SUBJECT TO FIELD CONDITIONS AND INSTALLATION CONTRACTOR'S FINAL LOCATIONS THAT MEET NEC REQUIREMENTS. 2. ALL EQUIPMENT INSTALLED SHALL BE IN ACCORDANCE WITH ALL LOCAL BUILDING AND ELECTRICAL CODES. 3. THIS SYSTEM HAS BEEN DESIGNED IN COMPLIANCE WITH THE CBC SECTION 1609 TO WITH STAND 130 MPH WIND —LOADS. REFER TO RACKING DATASHEET. 4. THE INSTALLATION CONTRACTOR SHALL BE RESPONSIBLE FOR READING AND UNDERSTANDING THE SECTION OF THE INVERTERS OPERATION AND MAINTENANCE MANUAL THAT PERTAINS TO THE SAFETY AND PROPER INSTALLATION. 5. THE SYSTEM SHALL NOT BE INTERCONNECTED UNTIL APPROVAL FROM LOCAL JURISDICTION AND THE UTILITY IS OBTAINED. 6. ALL CONDUCTORS TO BE COPPER UNLESS SPECIFIED OTHERWISE. 7. THE SOLAR PHOTOVOLTAIC INSTALLATION WILL NOT OBSTRUCT ANY PLUMBING, MECHANICAL OR BUILDING ROOF VENTS. 8. LIQUID TIGHT FLEXIBLE CONDUIT SHALL BE SUNLIGHT RESISTANT. 9. THIS IS A UTILITY INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES f a,_Ci n� W ,, __. .e`. a" .. . ra.cL.' gvi w PV EQUIPMENT PLAN 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 W n "0 T SOLAR DINAH SHORE DRIVE DESERT, CA, 92211 38313, CLASS B, C1I -1.1413 i.IJ o 6 1- o Z cN w < co -J O Z r7 Q U co 0 0_I�0__I� Cn 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: M-1 3 PV ARRAYS 1 2 MODULES (N) MICRO INVERTERS O (2) #6 EGC (N) JBOX GENERAL NOTES: 1. IF SERVICE PANELS DO NOT HAVE EXISTING GROUNDING ELECTRODE, IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. 2. #6 BARE COPPER GROUND TO BE ATTACHED TO EACH MODULE DIRECTLY VIA GROUND LUGS AND ATTACHED TO EACH RAIL WITH LUGS 3. EACH SOLAR MODULE SHALL BE GROUNDED USING THE SUPPLIED CONNECTION POINTS IDENTIFIED ON THE MODULE PER THE MANUFACTURER'S INSTRUCTIONS. (N)125A PV ONLY SUBPANEL (N)30A AC DISCONNECT (E) SERVICE PANEL I©® (2) #6 EGC (1) #6 EGC BOND TO CHASSIS (TYP. (N) ATTACH NEW GEC TO EXISTING BY IRREVERSIBLE MEANS BOND TO CHASSIS (TYP.) J GROUNDING DETAIL MODULES TO INVERTERS STRING AC TOTAL PV SYSTEM RATING = (MODULE WATTS) X (# OF MODULES IN ARRAY) (320W X 09 microinverters) = 2880 WATTS AC MAX PV SYSTEM VOLTAGE = (VOC VOLTS) X (# OF MODULES) X CEC FACTOR 240 VOLTS AC MAX CIRCUIT CURRENT = CEC FACTOR X (TOTAL SYSTEM WATT/ TOTAL SYSTEM VOLT) 1.25 X (09 microinverters) x 1.33 A output microinverters = 14.96AMPS AC PV ARRAY INFORMATION VALUE DESCRIPTION Module Wattage Number of Modules Module (VOC) 380 17 41.9V Input data from PV Module data sheet Total Modules for PV system Input data from PV Module data sheet Module (VMP) 35.7V Input data from PV Module data sheet Module (ISC) 11.39A Input data from PV Module data sheet Module (IMP) Max Voc of Inverter Max Voc of Inverter 10.65A 211V-264V 211V-264V Short circuit data from PV Module data sheet Input data from Inverter data sheet Peak Power Tracking Voltage from data sheet 123° Record high temperature °F Modules per Branch Number of Branches 19° 09,08 01,01 Record low temperature °F Module string configuration Module string configuration Branch VOC 240V Module Voc x Number of Modules per Branch Branch VMP 240V Module Vmp x Number of Modules per Branch Branch ISC 11.97A 1.33A x 09 microinverters OVERALL SYSTEM AMPR 22.61 A 1.33A x 17 microinverters PV SYSTEM VALUES SYSTEM AC (320W X 17 microinverters) = 5440 WATTS AC 240 VOLTS AC 1.25 X (17 microinverters) x 1.33 A output microinverters =28.26 AMPS AC PV ARRAY WITH (17) FACTORY INTEGRATED MICROINVERTERS WIRE CHART NEC 310.15(B)(3)(A) ACTUAL #10AWG ©90C = 40A x temp deration of 80% for 4 conductors = 32A >14.96A, system complies #10AWG ©90C = 40A x temp deration of 80% for 4 conductors = 32A >28.26A, system complies (01) STRING OF (09) LG380M1C-A6 MODULES WITH FACTORY INTEGRATED LM320UE-A2 MICROINVERTERS (01) STRING OF (08) LG380M1C-A6 MODULES WITH FACTORY INTEGRATED LM320UE-A2 MICROINVERTERS 2 3 4 �FI (i7 6 7INIIb II III II III I; 11III Ilia: 8 9 REFERENCE ONLY 0211112022 MAXIMUM NUMBER OF MODULE IN STRING: OPERATING CURRENT: OPERATING VOLTAGE: MAXIMUM SYSTEM VOLTAGE: MAXIMUM SHORT-CIRCUIT CURRENT: 09 22.61A 240V 240V 28.2625A SINGLE LINE WIRING DIAGRAM SCALE: N.T.S. LG AC CABLE INTEGRATED IN MODULE (L1,L2,N) J-BOX (N)125A PV ONLY SUBPANEL, 240V 22KAIC MIN (INSIDE GARAGE) J-BOX (2) 3/4" EMT CONDUIT (6) #10 THWN-2 (2) #6 THWN-2 (GND) •20A/2P • 20A/2 P (N)30A AC DISCONNECT 240VAC, NEMA-3R (OUTSIDE) (1) 3/4" EMT CONDUIT (1) 3/4" EMT CONDUIT (3) #10 THWN-2 (3) #10 THWN-2 (1) #6 THWN-2 (GND) (1) #6 THWN-2 (GND) GENERAL NOTES 1. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE NEC AND ALL APPLICABLE REQUIREMENTS OF THE SERVING ELECTRIC UTILITY COMPANY AND OF THE LOCAL AUTHORITY HAVING JURISDICTION. 2. ALL CONDUCTORS TO BE COPPER UNLESS NOTED OTHERWISE. 3. INTERMODULE WIRING-DURASHEATH LOW -VOLTAGE POWER, UNSHIELDED, EPR, HYP, VOLTS: 600VDC, U.L. TYPE RHH/RHW-2/USE-2 CONDUCTOR SIZE (AWG/KEMIL) 10, RATED AT 90' WET OR DRY WITH MULTI -CONTACT LOCKABLE CONNECTORS 4. ANY DC WIRING RUNS IN THE INTERIOR OF THE HOME SHALL BE RUN IN A METAL CONDUIT OR RACEWAY AND CLEARLY MARKED "CAUTION DC -CIRCUIT" EVERY 5 FEET PER CODE REQUIREMENTS. 5. ALL SOLAR MODULES, EQUIPMENT, AND METALLIC COMPONENTS ARE TO BE BONDED. 6. IF THE EXISTING MAIN SERVICE PANEL DOES NOT HAVE A VERIFIABLE GROUNDING ELECTRODE, IT IS THE PV CONTRACTOR'S RESPONSIBILITY TO INSTALL A SUPPLEMENTAL GROUNDING ELECTRODE. 7. IF THE EXISTING GROUNDING ELECTRODE SYSTEM CAN NOT BE VERIFIED OR IS ONLY METALLIC WATER PIPING. IT IS THE CONTRACTORS RESPONSIBILITY TO INSTALL A NEW SUPPLEMENTAL GROUNDING ELECTRODE. 8. LISTING AGENCY NAMES AND NUMBERS TO BE INDICATED ON POWER INVERTER AND SOLAR MODULES PER NEC 110.3(B) 9. PROVIDE WARNING SIGN PER NEC 690.17 READING "WARNING -ELECTRICAL SHOCK HAZARD -DO NOT TOUCH TERMINALS - terminals ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OFF POSITION." 10. LABEL "PHOTOVOLTAIC UTILITY INTERACTIVE INVERTER" AND "WARNING POTENTIAL ARC FLASH HAZARD CAN CAUSE: SHOCK, BURN, OR DEATH." 11. LABEL "PV SYSTEM UTILITY DISCONNECT SWITCH" SWITCH COVER TO BE LOCKED AT ALL TIMES. SWITCH TO BE VISIBLE BLADE AND ACCESSIBLE PER UTILITY REQUIREMENTS AND CONFORM TO NEC 705.22 12. LABEL BREAKER "PHOTOVOLTAIC ELECTRIC POWER SOURCE" PER NEC 705.10 AND "BREAKERS ARE BACKFED" PER NEC 690.64(6)(5) 13. ALL MODULES WILL BE GROUNDED IN ACCORDANCE WITH CODE AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 14. LABEL "CAUTION" SOLAR CIRCUIT SHALL BE ON ALL EXPOSED CONDUIT, ENCLOSURES, CABLE ASSEMBLIES, JUNCTION BOXES AND ALL AC CONDUIT ON MICRO -INVERTER SYSTEMS. 15. SEE DERATING PLACARD AND "LOAD CALCS TO BE FIELD VERIFIED BY INSPECTOR AT FIRST INSPECTION" 16. PV CONNECTION IN PANEL BOARD SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. PV SYSTEM BOM ITEM: DESCRIPTION: O PHOTOVOLTAIC MODULES: LG 380W MODEL: LG38OM1 C-A6 MICROINVERTERS INTEGRATED IN MODULES MODEL LM320UE-A2 JUNCTION BOX NEMA 3R O125A PV ONLY SUBPANEL, 240V 30A AC DISCONNECT 240VAC, NEMA-3R 400A SOLAR READY MAIN SERVICE PANEL WITH SPLIT 200A/200A BUS, 240V OSYSTEM GROUND OBI-DIRECTIONAL METER TO BE INSTALLED BY UTILITY COMPANY RESERVED (E)400A SOLAR READY MAIN SERVICE PANEL WITH SPLIT 200A/200A BUS © (OUTSIDE) UTILITY METER 120/240VAC (N)30A PV ® El (E)200A MCB (E)200A MCB ,• r• (E) LOADS (E) LOADS i"' - i-' .-. i"' w-- i H .-- 7 QTY. 17 17 2 1 1 1 1 1 0 85°-90° C TEMP (185° F) 51ze AAGW or MCM AMPERES 14 12 10 8 6 4 2 1 1/0 2/0 3/0 25 30 40 55 75 95 125 145 190 215 250 PV SINGLE LINE (Jiro <u) N < O) CDQ U w 1 0Z U _ 5 in rn 0 c0 < o 10 Lu >o �Ci N 02 w0N CC N O J (n 0 O QCCrjM cnZNro� owao� I- 0rT� w0 Z N < 10 -J co C-T 0-JI= w 0 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: [-1 4 REFERENCE ONLY 0211112022 LGNON®2 e LG375M 1 C-A6 I LG38OM 1 C-A6 E LG385M1 C-A6 Preliminary 375W 1 380W l 385W LG NeON® ACe is a high -power AC module based on our NeON® 2 series. The NeON® ACe is a smart AC module that is easy to install and monitor, provides increased flexibility for array design and is an excellent solution far home installation. 25 YEAR MOM • POIFOR' U6 • LOOP WARRANTY Features 4 C UL 11$ i MENNEN 1111110111 IIMENN N1� 0 High Output and Efficiency The LG NeON® 2 series has been designed for high-pnwer output making it efficient even in limited space. 25 Year Warranty The NeON® 2 series offers a 25-year limited warranty for performance, product and labor. At 25 years, the modules are guaranteed to produce at least 90,6% of their labeled power output (Roof Aestheti m LG NeON2 has been designed with aesthetics in mind using thinner wires that appear ail black at a distance. Solid Performance on Hot Days The LG NeON 2 series performs well on hot days due to its low temperature coefficient. J Flexible Array Design The LG NeON® 2 ACe provides flexibility In array design, with simple accessories and cable connections. Easy Monitoring LG NeON® 2 Ace connects quickly and easily to the Internet. Registering the modutes onto the system is a simple process. When you go solar, ask for the brand you can trust: LG Solar About LG Electronics USA, Inc. LG Elecranito is, ylayai Leader Le ohctror.'ic pm[uctt In the dean Warm,rrrh.to bX dilfmr Mgr PO togas arrd eeerw stor000 syotern3TlHceinpr eflrn Or4awkredi al a Stier energy saute rematch pmgrern In 1965, supported by LG future heel espennxe le Me semitan&Co-, LCo. chemistry and materea6 indueales. h. 200 LG Setr raweineendly ndeesed its row MsWra %Pin to he nutlet which is rap.. waled* to 32 tOuntiert The MOW (proeete Marinfra ELL,ON0 tk 402. Nt0107 aFaa@L Wan the'Intehrer AWARD. In 2313, 2015 and 2074 which demonstrates L6'e Leadership and Innuueticn en the sew rMostry. LG Life's Good LG NeON®2 Preliminary LG375M1C-A6 I LG38OM1C-A6 I LG385M1C-A6 Genera] Data wupartwoOrlatertagrmal Cell Alike IdermanjwisrElneiN-type fell Carrflgir*non 66 GAWK 10) P4Rd4rOelew-Wa rOa a WPM 1,740n,n s 1,G42nen er dOrnn hersepht 20.2 le Oars 7.3 mrrI/Tempirsi Glaoo with Ali enter Barber OW !rare (Maternal] Y1toarener Mem ArodLewd Aluniftan DC Marital Properties (SrCi herr LG37911d451 1G360M1C-46 ormosse'sor IPbral 'ASP Volsari tree) EnP9Ct.rerltrttrp0 Open LtiPatCi%ST au Short Cetrrt Curent [Oct 5%7 Modulo EPRtimry l%1 Power raeranae (%] Prl. tAi NI (AS 375 380 363 36.7 1G-43 41A 1095 419 1135 1139 20.7 21.0 G-+3 Ld1654.11C•A6 395 36.1 1G.e7 42.0 11A3 21.2 L1.1320UE-A2 TEM{Standard Sett Condition): tredbr. 1400WFm tea termer 23'9 Certifications and Warranty Leetdra1one" Sat 4441Cnrr9P7n Teel Med1e Fare Periormrxe 5o41, Module Product Warranty Shcy 1Addeie Output Warmly d Peer ISO 9001,1E014001.156 50001, OH0A018001 11L1741, EEE1547,11L17415A i ttPart15t doe) IEC 41701•42011 5p%tgr type 1 25 Year Llnred LlOodr Wart -levy' Inwrovsd: /"Sear 4&59E, [rpm 2-24th par 0.331OWo duee,.9034i at year 25 win Progress AC Cable Properties Sta.Wrd Rated Unbar ei_urrent Viet Sere Flop Cable Leo* (telly obie 6%04 Ades,. egret Diameter ranged table ULO7031 3C 12AY1G Cable 1; 1,200fllnt'tabie 2: 1.100mm P66 611mm •lee Lem-otsran LeedeWary Enna, n.Si AC Electrical. Properties Power (kroner Rand oontaacus) \4ltyn [bated Output] C07411[Rateo0ury14) 370W(AC) 240(211-264) 268(1H3-2207 1.33 1.34 Retere-g(pomibq FeQ.tcy(buried Poww Fact or f adjustable) lenarrtomontapte 20A&mu,o-iAt [EA) GEC Weighted. E Ihnenry• (%) 60 [59S40.5) 57-63[->r 1 r0 0lead i reg..0.8a ggin g 110 1 1000 97.00 96.50 1-V Curves 4 Mechanical Properties 9pe'asor97emVvet re Storage iemPu+nne hletheroi ass Loan [Frond Mrdermal Tee toad (Prod € c1 Ct] lewd] -40 -t45 a0 ae5 5.490/113 406114 'test LW- Prlgn twd1.540.yFw rI1 S1 Packaging Configuration rm004bn drMores pet Port LEAI 0Leahet of roddis per le Carte [EA] Number d Modle per 53' Cooarrer [FA1 25• e50 850 roust ag8a0:awldde[LxWaHl ht0l Patinas." Oar Elnr time P=WaH7 fool Rcineght9 Eon Gross Weight [kgl Palming bar Gross 1A4451e [h� 1,790111,120 x 1.213 70.5 x44.1 a4T8 536 1.18E Dimensions €mmlinch) 1w1 ,a•.0 11..a1. shod ail.. eala.3% on l I wtdna NM j%. roo holm I 1dp2 :99.1 btu co ee.xmpn rbrllrra •.., i S e i ia.s:.oYr s3 )a. ! W g ig@@ i i `gg Sj ri Keen LG lifers Good LG Elairondm USA. Inc Soler &eaioess Dhision 2000 Mdlbrode Once lincdnshire, I L 60069 wwn.lg-solartam Product specirx Uohs are erect tb change without nntl.. LG375-305M1C-A6ydf 121520 0 2028 LG Eie wardtx t .Inc. All rights reserved. MODULE DATA SHEET SCALE: N.T.S. �PlanetSolar DESIGN &INSTALLATION MODULE DATA SHEET 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 PLANET SOLAR 73820 DINAH SHORE DRIVE PALM DESERT, CA, 92211 LIC# 938313, CLASS B, C10 760.341.1413 SIGNED: DATE: 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: D-1 5 REFERENCE ONLY 0211112022 a�PEGASUS SOLAR" ILE REPLACE MOUNT A BETTER DAY ON THE JOB Flashing slides into place then post twist -locks into position Gain one roof tile per mount. Eliminate trips to the tile yard to purchase replacement tiles EASIER TILE INSTALLATIONS Pegasus 5olar's Tile Replace Mount eliminates grinding of tiles and gives you extra tiles to replace broken tiles_ Reducefatigue and increase crew productivity by making installations easier and faster. 25-year Warranty Manufactured with advanced materials.iru coatings to outlast the roof itself Code Compliant Fully rBCJC6C Code Compliant Exceeds ASCE 7.10 Standards Tested to AC286 Universal Supports rails, shred rails, rail -less and module integrated. Fits any tile thickness and batten or batten -less roofs, S•flashing works on concrete or clay tiles. Kit Packaging Flashing kit includes flashing, post. mounting look and EPDM boot. Sled kit includes universal sled, S5 lags and base flashing (optional). TILE REPLACE MOUNT 4. Remove tile to be replaced and locate rafter. 3. Slide replacement flashing under !eft and up -roof tiles, ensuring post hole lines up with sled channel, Flat Tile Replace kit S Tile Replace Kit W Tile Replace Kit Sled Kit 15' 14 0.b- OOP49000 Ol 45. cocoa o0o I�i� Ls 2. install sled over optional base flashing and drive lag screws to required embed- ment. Waterproof per all applicable codes and standards as required by the AHJ. 4. Insert post with T-Bolt into sled channel. Once engaged, rotate post clockwise to tighten T-bolt. install EPDM boot over post and snug to flashing. r 12 2? Specifications Tile Replace Flashing Kit ;Flat. S & W} Sled Kit (Universal} SKU Tile Type PSTR-FF Flat -tile PSTR-F5 5-tile& Clay tile PSTR-FW W-tile PSTR-S B PSTR-SO .Any Hardware Included Install Application Flashing. Poet, Mounting Bolt, EPDM Boot Shed, 5116" SS Lags, Base Flashing Rail. Shared Rai), Rail -less, Module Integrated Sled. 5/16" S5 Lags Certifications Material Kit Quantity IBC, ASCEISEI 7-10, AC286 Pai+ltad Galvaluma Plus, Aluminum Galvanized Steel (min G165 eiivalentl 12 Boxes Per Pallet Patents Pending. All rights reserved. 0 201 B Pegasus Solar Irrc. 28 6 56 Pegasus Solar Inc • 100 West Ohio Avenue, Richmond, CA 94804 • T- 510.730.1343 • www.pegesussolar.com Pegasus Solar Inc • 100 West Ohio Avenue. Richmond, CA 94804 • TT 510.730.1343 • www.pegasussolar.corn ATTACHMENT DATA SHEET SCALE: N.T.S. A1PIa netSolar DESIGN &INSTALLATION ATTACHMENT DATA SHEET 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 PLANET SOLAR 73820 DINAH SHORE DRIVE PALM DESERT, CA, 92211 LIC# 938313, CLASS B, C10 760.341.1413 SIGNED: DATE: 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: D-2 6 REFERENCE ONLY 0211112022 Datasheet IRONRIDGE Roof Mount System 01) Air Built for solar's toughest roofs Iron Ridge builds the strongest roof mounting system in solar. Every component has been tested to the limit and proven in extreme environments. Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and is also why our products are fully certified, code compliant and backed by a 20-year warranty. Ata Milmr Strength Tested All components evaluated for superior structural performance. Class A Fire Rating Certified to maintain the fire resistance rating of the existing roof. Integrated Grounding UL 2703 system eliminates separate module grounding components. RAIL DATA SHEET SCALE: N.T.S. PE Certified Pre -stamped engineering letters available in most states. Design Software Online tool generates a complete bill of materials in minutes. 20 Year Warranty Twice the protection offered by competitors. XR Rails XR10 Rail A low -profile mounting rail for regions with light snow. • 6' spanning capability • Moderate load capability • Clear &black anod. finish Attachments — FlashFoot Anchor, flash, and mount with all -in -one attachments. • Ships with all hardware • IBC & IRC compliant • Certified with XR Rails Clamps & Grounding End Clamps Slide in clamps and secure modules at ends of rails. • Mill finish & black anod. • Sizes from 1.22" to 2.3- • Optional Under Clamps Free Resources — XR100 Rail The ultimate residential solar mounting rail. • 8' spanning capability • Heavy load capability • Clear & black anod. finish Slotted L-Feet at- • Drop -in design for rapid rail attachment. • High -friction serrated face • Heavy-duty profile shape • Clear & black anod. finish Grounding Mid Clamps r Attach and ground modules in the middle of the rail. • Parallel bonding T-bolt • Reusable up to 10 times • Mill &black stainless Design Assistant Go from rough layout to fully engineered system. For free. XR1000 Rail A heavyweight mounting rail for commercial projects. • 12' spanning capability • Extreme load capability • Clear anodized finish Standoffs Raise flush or tilted systems to various heights. • Works with vent flashing - Ships pre -assembled • 4" and 7" Lengths T-Bolt Grounding Lugs Ground system using the rail's top slot. - Easy top -slot mounting • Eliminates pre -drilling • Swivels in any direction Da tasheet Internal Splices &".) All rails use internal splices for seamless connections. • Self -tapping screws • Varying versions for rails • Grounding Straps offered Tilt Legs Tilt assembly to desired angle, up to 45 degrees. • Attaches directly to rail • Ships with all hardware • Fixed and adjustable Accessories Provide a finished and organized look for rails. • Snap -in Wire Clips • Perfected End Caps • UV -protected polymer NABCEP Certified Training Earn free continuing education credits, while learning more about our systems. 20Ll trenfildcla inn Ali rights YeuuwO. Vona www.wnedgo_corn or ball 1-81:10.221•B ! for morn knrermanonvQ..rn t OLY RAIL DATA SHEET <0 > < 6) 0 < U W Q Q �z_ 5 rn co < of 0) PLANET SOLAR 73820 DINAH SHORE DRIVE PALM DESERT, CA, 92211 LIC# 938313, CLASS B, C10 760.341.1413 SIGNED: DATE: 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: D-3 7 REFERENCE ONLY 0211112022 Catalog Number: MC3042S1400FD Features and Ratings • Outdoor Enclosure (NEMA Type 3R) • Ring Type Meter Cover, No Bypass • Meter Socket Rating: 320A Continuous, 400A Max. • Panelboard Rating: 400A Max, 1 Phase, 3 Wire, 120/240V- • (30) 1" Breaker Spaces, (42) Circuits Max. • 22,000 AIC Max. Rated (See Wiring Diagram for Details) • Underground Service Only • Flush Mounting, Provision for HD Type Hubs • For Photovoltaic or Alternate Energy applications (200A Max.) 20.60 View Shown Without Doors 42.27 20.60 1.59 - 25.61 3.13 30.93 37.26 39.26 1 3.00 4.39 1 7.50 8.49 • 00,000 40) 1.20 2.20 IT Q Ark -aa- 27 26 50 . 11 ee T 9 41.22 3.81 8.00 41 06 1 17 50 2 8.00 3.00 u • ▪ -r I View Shown Without Covers, Doors, Deadfronts 16.82 it METER SOCKET 0 0� 4 a ,_ " 0 QQQ " ° J 1a 7.15 METER I 17 JLf" C ^) SOCKET 1 � o D Zrl' a I • '` v a 1 i _I fill -.'. 1 e Cl .75 .: F I O ! n 226 1 a , o 0o • C1 L 0 I.Iar a t� 0 „p ra l g n�� 0 n "' Can I. L. h „ l„ ) , a 39i B ii0 \ 7E - " " " 2.13 26.37 29.87 (G) 2, 1-1/2, 1 1, 3/4" KO 33.69 37.19 (; (E) 2-1/2, 2, 1-1/2, 1-1/4, 1" KO (6x) 3.01 2.19 .11 (F) 4, 3-1/2, 3, 2-1/2" KO (2x) 33.18 31.30 16.46 31.87 (B) 3/4, 1/2" KO (19x) 37.73 6 -1/4, (C) 1, 3/4, 1/2" KO (3x) A) 1/2" KO (27x) C1 Vm ® 5.21 1.592.19 (D) 1-1/4, 1, 3/4" KO (2x) Accessories It hub is required, use Type HD catalog numbers listed below: Trade size (In) Catalog No. 2" EC56854 2 ''A" EC56855 3" EC56856 3''A" EC58857 4" EC56858 Closure Plate EC56933S Accessory Catalog No. Filler Plate QF3 or ECQF3 200 Amp Main Breaker ON2200RH 150 Amp Main Breaker QN2150RH LUG #6350 kcmil SUK350TA LUG #2-600 kcmil SUK600TA IUG 500-1000 kcmil SUK1000TA Flush Rail Kit ECFRK3 Standby Interlock Kit ECSBPK05 Standby Interlock Kr ECSBPK07 LUG KIT #2-2/0 ECLK2125 LUG KIT #8-2/0 ECLK2150 LUG KIT #2300kcmil ECLK2225 (200A MAX) Torques & Wire Sizes Load, Neutral and Ground Terminals Terminal Wire Size Torque A, B, N SUK350TA (2)#6-350 kcmil 275 lb -in SUK600TA #2-600 kcmil 375 lb -in SUK1000TA 500-1000 kcmil 500 lb -in N1 N2 300 kcmil - #4 250 lb -in G1 2/0 - #14 50 lb -in G2 #2-#14 50 lb -in Branch Breaker See Markings on Breaker Terminals NEUTRAL/EQUIP GROUND BAR Small Terminals 10 - 14 AWG 20 lb -in 8 AWG 25 lb -in 6 AWG 35 lb -in Large Terminals 10 - 14 AWG 35 lb -in 8 AWG 40 lb -in 1/0 - 6 AWG 45 lb -in Tightening Torques: 5/16" Nuts(1/2" Drive) 130-140 in-Ibs 3/8° Nuts(9/18° Drive) 240-260 in-Ibs 1/2" Nuts(3/4"Drive) 490-540 in-Ibs Terminal I Wire Size 'Torque NEUTRALJEOUIP GND" Small (2) #12-14 CU 20 lb -in Terminals (2) #12 AL 20 lb -in (2 or 3) #12-14 CU 35 Ib-in Large (2 or 3) #10-12 AL 35 lb -in Terminals (2) #10 CU 35 lb -in (3) #10 CU 50 lb -in EQUIPMENT GROUND BAR ECGB (1, 2 or 3) #14 CU 20 lb -in Series (1 or 2) #10-12 AL/CU 20 lb -in #8 AL/CU 25 lb -in #6-4AL/CU 35 Ib-in *Only Equ'pment Ground Terminals may use more than one wire per terminal. Schematic PARALLEL ENERGY SOURCE DISC. (200A MAX.) M9 G2 N2 AO CAUTION: Circuit may be live wah meter removed. N1 G1 5 SERVICE DISCONNECT (200A Ma) ▪ SERVICE DISCONNECT (Ma) r-1_ 2 o m, T M2 fTh Equipment Ground ECGB5,ECGB10,ECGB14 z a v © 2015 Copyright Siemens Industry, Inc. SIEMENS Siemens Industry, Inc. SolarReady'" Meter Combination Description: 400A, UG, Flush Mount, No Bypass KAM 7/28/15 Fam D0 NOT SCALE DRAWING Dwg " MC3042S1400FD MSP DATA SHEET SCALE: N.T.S. 111/ r +11PL C_ L. iiL- i r MSP DATA SHEET 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 W H Q E SOLAR DINAH SHORE DRIVE DESERT, CA, 92211 38313, CLASS B, C1 C 1.1413 w O u 0 Z N V W _1roQUccoo CD 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: D-4 8 JUNCTION BOX & CONDUIT RACEWAYS NEC 690.31(E)(3) - CONDUIT / ALL JUNCTION BOXES WARNING: PHOTOVOLTAIC POWER SOURCE NEC 690.35(F) - UNDERGROUND SYSTEM JUNCTION BOXES WARNING: ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNDERGROUND AND MAY BE ENERGIZED. DC DISCONNECTS NEC 690.14(4) GROUNDED SYSTEMS WARNING: ELECTRIC SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION. NEC 690.35(F) UNGROUNDED SYSTEMS WARNING: ELECTRIC SHOCK HAZARD THE DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNDERGROUND AND MAY BE ENERGIZED. NEC 690.14(C)(2) PHOTOVOLTAIC DC DISCONNECT NEC 690.53 "GRID -TIED PHOTOVOLTAIC POWER SOURCE" OPERATING CURRENT: 22.61A OPERATING VOLTAGE: 240V MAXIMUM SYSTEM VOLTAGE: 240V MAXIMUM SYSTEM CURRENT: 28.2625A MAXIMUM INVERTER OUTPUT: 5440W,28.2625A, 240VAC INVERTER NEC 690.5(C) - GROUNDED SYSTEMS WARNING: ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNDERGROUND AND ENERGIZED NEC 690.35(F) - UNGROUNDED SYSTEMS WARNING: ELECTRIC SHOCK HAZARD DC CONDUCTORS OF THIS PHOTOVOLTAIC SYSTEM ARE UNDERGROUND AND MAY BE ENERGIZED PRODUCTION METER ONLY AT METER LOCATION PHOTOVOLTAIC SYSTEM METER AC DISCONNECTS NEC 690.14(C)(2) PHOTOVOLTAIC AC DISCONNECT NEC 690.54 NOMINAL AC VOLTAGE RATED AC OUTPUT CURRENT 240V 22.61 A NEC 705.12(D)(4) - ON A LINE SIDE TAP WARNING: DUAL POWER SOURCE SECOND SOURCE IS PV SYSTEM REFERENCE ONLY 0211112022 MAIN SERVICE PANEL NEC 705.12(D)(7) - NEAR PV BREAKER WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT PROTECTION DEVICE NEC 705.12(D)(4), 690.56(B) - ON PANEL COVER WARNING: DUAL POWER SOURCE POWER IS BEING SUPPLIED TO THIS PANEL FROM THE UTILITY AND A SOLAR PV SYSTEM. THE SOLAR PV DISCONNECT IS LOCATED: NEC 690.14(C)(2) - NEAR PV BREAKER PHOTOVOLTAIC AC DISCONNECT NEC 690.54 - ON PANEL COVER NOMINAL AC VOLTAGE RATED AC OUTPUT CURRENT 240V 22.61A 690.56(C) Buildings with Rapid Shutdown. YOUR AY SYSTEM EQUIPPED Willi VAPID SHUTDOWN 1WN IWLD SINADE PIN SWITOITO THE 'ow gEm0N l0 SNOEDOwN PE SYSiN ■ D REDUCE SMGSI NIZMIO En me MulAY. MG 0E16100IIQCE1U114 1' PV1110 1ENw 11. 00ERR PY SYSTEM RPM PPE W El N. RAPID NMLITDOWN I LAN Ra➢ro SMr1TDOwn 5011(1! re. 'DM 'OFE P05r11 on 10 Sm.' Down C0'.D4k MS 001510E THE STIM 'OFToLTORS wiTNIN 1n[ 0PR1Y REMAIN ENERGIZEi In SUM[IGMT. pram wo WIN R.AI LAO EN, PE ROAN NW., 10(1414 Ana, and &A. ecnnlaosek wMr.e W Pen [Wan 11 rene"pua Inri INP►.NT pwE A PLOT MAP LOCATING THE POWER SOUCRES WITH DISCONNECTS SHALL BE FURNISHED BY THE SOLAR INSTALLER NEAR THE MAIN SERVICE PANEL IN A VISIBLE LOCATION RED SIGNAGE CAUTION W/WHITE 3/8" FONT RED SIGNAGE POWER TO THIS BUILDING IS ALSO SUPPLIED W/WHITE 1/4'' FROM THE FOLLOWING SOURCES WITH FONT DISCONNECTS LOCATED AS SHOWN: WARNING PLACARDS SCALE: N.T.S. ADDRESS:50695 CALLE GUAYMAS, LA QUINTA, CA 92253 (N)SOLAR PHOTOVOLTAIC ARRAY ON ROOF EQUIPPED WITH RAPID SHUTDOWN (E) MAIN SERVICE DISCONNECT AND UTILITY METER (N)PV SYSTEM DISCONNECT FOR UTILITY OPERATION RED SIGNAGE W/WHITE 1/8" FONT TYP. ...z r ■.■1 az ,__ •Iwil Li C_ (V n ,V 1. L INE WARNING PLACARDS I _ 50695 CALLE GUAYMAS, LA QUINTA, CA 92253 Q E SOLAR DINAH SHORE DRIVE DESERT, CA, 92211 38313, CLASS B, C1 C 1.1413 wou0� o Z N N W Jro QUcco C.D 12.8.2021 DRAWN BY: BPM APN:770094005 LOT:11,326 SQFT DWELLING: L-1 9