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BRES2021-0182 PlansLa Quin#B De! Oro HOA h4alosAve MIJi 071 QOne Eleven La Quinta Center um Cork & Font A. 4. VIA 'nu 'enue 5C PGA WEST Mountain Course Big Rock Golf at Indian iincho L.a nta Golf Club uijarro Dr, a, CA 9225$ nue 50 A. entice 50 The Citrus CLLth 21 I _n fli nnta Rccnrf111 01111111PNb...1.1 mue 50 Avenue 50 Cli Nome 1 Avenue 50 CII Norte Sur? Comfdrt Blerltls ��inbs sngp Avenue 50 Cli Nnrre 4hdaftah.._ Saguaro Park z V/C/N//Y MAP 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 lst - 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 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 • P/O/ P/AN "AN ADEQUATELY SIZED DEBRIS 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." Lr) S 89°17' 00" E L=177.97' EXISTING 1-'LAN NO CHANGE PROPOSED SCALE: 3/16 "-1 ' I L NEW CONDENSER LOCATION. MIN. 5' FROM PROP. LINE REIM RESIDENCE SET DATE: 05-12-21 05-05-21 PLANNING AND BUILDING DEPT. COMMENTS SQ. FTG. EXISTING FIRST FLOOR SECOND FLOOR ADDITION 2,690 SQ. FT. 659 SQ. FT. TOTAL 3,349 SQ. FT. SECOND FLOOR DECK ADD. 81 SQ. FT. NO CHANGE NUMBER OF STORIES: CODE: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: 2 2019 CRC R-3/U V-B INDEX 49-363 Guijarro Drive La Quinta, CA ARCHITECTURAL I LSA ARCHITECTURE INC_ 8018 E. SANTA ANA CYN. RD., ANAHEIM, CA 949-873-5255 00.A PLOT PLAN, VICINITY MAP B.01 GENERAL NOTES A.01 EXIST'G FLOOR PLAN A.02 PROPOSED FIRST AND SECOND FLOOR PLAN A.03 EXISTING AND PROPOSED SECTIONS A, B, C A.04 EXISTING AND PROPOSED SECTIONS D, E A.05 EXISTING AND PROPOSED SOUTH ELEVATION A.06 EXISTING AND PROPOSED EAST ELEVATION A.07 EXISTING AND PROPOSED WEST ELEVATION A.08 EXISTING AND PROPOSED ROOF PLAN D.01 ARCHITECTURAL DETAILS D.02 ARCHITECTURAL DETAILS D.03 ARCHITECTURAL DETAILS TITLE 24 RICK MAURER - T24 7544 E. SADDLEHILL TRAIL, ORANGE, CA 714-771-1507 CG CALIFORNIA GREEN BUILDING STANDARDS T-24.1 MANDATORY MEASURES AND ADDITIONAL INFORMATION T-24.2 CF1R CERTIFICATES STRUCTURAL ESI / FME INC. 1800 E. 16th ST., SANTA ANA, CA 657-335-4103 SGN STRUCTURAL GENERAL NOTES S-1 FOUNDATION PLAN S-2 FRAMING PLANS FD1 FOUNDATION DETAILS SD1 STRUCTURAL DETAILS ELECTRICAL LOAD CALCULATION APPENDED TO END OF PLAN SET / / / c N EXISTING 1-'LAN NO CHANGE PROPOSED /1/ S 89° 17' 00" E L=170.15' THIS PROJECT SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA FIRE CODE 2019 CALIFORNIA GREEN BUILDINGS CODE 2019 CALIFORNIA ENERGY CODE LA QUINTA MUNICIPAL CODE - LATEST EDITION STRUCTURAL AND OTHER CONSULTANTS DRAWINGS INCLUDED IN THIS PACKAGE ACCOMPANY THE ARCHITECTURAL DRAWINGS FOR LOCATIONAL CONVENIENCE ONLY.THE ARCHITECT ASSUMES NO LIABILITY FOR THE CORRECTNESS OF CLIENT/CONSULTANT DRAWINGS. • BRES2021-0182 ADDITION OF 2ND FLOOR TO CREATE (2) GUESTROOMS WITH BATHROOM AND DECK, RELOCATE 1ST FLOOR POWDER ROOM TO ACCOMODATE STAIRWAY, NEW HVAC SYSTEM [ENGINEERED] THIS PERMIT DOES NOT INCLUDE ALTERATIONS TO OTHER AREAS OF THE DWELLING NOR REPLACEMENT OF THE EXISTING HVAC SYSTEMS, WATER HEATER OR ELECTRICAL SERVICE PANEL. 2019 CALIFORNIA BUILDING CODES. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE oArE06/29/2021 BY jF NOPT any way without the express written .S -0 0 u 6 0 L Q L L 0 0 6' c 0_o -6 u I 6 c � pupb� 6 0) E0 6 0 N S N -00 N 43 LE o -' u 0) 0L N 3 s L 0 O 3 0 L 0 r-� S N � C N O -0 U -.-' L C u • LO L fl_Q u < 0 N 0 =o N >. S Q s% S S � L O � o> u C 6 'n fl N -C �0.. O s U � Q to N 6 00 3?o t � CCN � Y -6 c 3 )L 0 LO) NL - X -6 40 1.5 0 0>. -13 130 0- 0) 0 0'CO N -6 N 0 0 LO N 0 6 S o_ �) Os u " 3 0 a L Co E 6 o � of N L U to 0) L t .11 i LQ �a N g so u ._ L to Q .1 F_ ��$E) ARC y�T .;G °' SrFi AGENT FOR U LSA ARCH. INC. A CALIF. CORP. C013818 �, REN.09-30-21 e 9 �h/TEC'I�r OF CA\-\* STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE • SA Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet OO.A DIVISION 1 - GENERAL REQUIREMENTS DIVISION 9 FINISHES 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: A. 2019 EDITION OF THE C.R.C. C.B.C. C.P.C. C.M.C. AND C.E.C. B. ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES AND REGULATIONS. 2. ON SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE SUB -CONTRACTOR. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. 3. THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY BY THE OWNER/DEVELOPER SHOULD ANY DISCREPANCY OR OTHER QUESTIONS ARISE PERTAINING TO THE WORKING DRAWINGS. 4. APPROVAL BY THE BUILDING INSPECTOR DOES NOT GRANT APPROVAL TO FAIL TO COMPLY WITH THE C.B.C. APPLICABLE FEDERAL, STATE AND LOCAL CODES, OR THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH IS UNCLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE OWNER/DEVELOPER FOR INTERPRETATION OR CLARIFICATION. 5. ALL PRODUCTS AND MATERIALS SHALL BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. ANY CONFLICT OR DISCREPANCY BETWEEN ARCHITECTURAL DRAWINGS AND MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS SHALL BE REPORTED IMMEDIATELY TO THE OWNER/DEVELOPER. THE PRODUCT OR MATERIAL INSTALLER/SUB-CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR VERIFICATION OF THE ABOVE INFORMATION. 6. EACH TRADE SUB -CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL DIVISIONS OF THESE GENERAL NOTES FOR WORK APPLICABLE TO THEIR DISCIPLINE OR THE APPLICATION OR INSTALLATION THEREOF. 7. THE AUTHORITY HAVING JURISDICTION ON ENFORCEMENT OF THE CODE WILL HAVE THE RESPONSIBILITY FOR DECIDING UPON THE APPROVAL OF EQUIPMENT AND MATERIALS. 8. BIDDING SPECIFICATIONS SUPPLIED BY THE OWNER / DEVELOPER. DIVISION 2- SITE WORK 1. 2. SEE DIVISION 1, NOTE 3 ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED COMPACTED FILL. DIVISION 3- FOUNDATIONS AND CONCRETE 1. SEE DIVISION 1, NOTE 3. 2. FOUNDATIONS SHALL CONFORM TO C.R.C. CHAPTER 4 (LATEST EDITION) AND ALL APPLICABLE LOCAL AND STATE CODES ORDINANCES AND REQUIREMENTS. 3. CONCRETE SHALL CONFORM TO C.R.C. CHAPTER 4 AND SECTIONS 402 AND 506 (LATEST EDITION) AND ALL APPLICABLE LOCAL AND STATE CODES, ORDIN- ANCES AND REQUIREMENTS. 4. REFER TO STRUCTURAL ENGINEER'S STRUCTURAL GENERAL NOTES FOR ADDITIONAL REQUIREMENTS. 5. REFER TO FOUNDATION, SLAB AND FOOTING REQUIREMENTS AS STATED IN CURRENT SOILS REPORT PRIOR TO COMMENCING WORK. 6. SILL BOLTING: PER C.R.C. CHAPTERS 4, 6 AND ALL APPLICABLE LOCAL AND STATE CODES AND REQUIREMENTS. REFER TO STRUCTURAL ENGINEER'S NOTES AND DRAWINGS FOR ADDITIONAL REQUIREMENTS. 7. ELECTRICAL GROUND: EXTEND ONE REINFORCING BAR UP 18" ABOVE CONCRETE AT ELECTRICAL PANEL LOCATION. MIN. LENGTH 20 FT. 8. CEMENT CONTRACTOR SHALL ASSURE HIMSELF THAT FOUNDATION PLANS CONFORM TO FLOOR PLANS BEFORE COMMENCING WORK. ALL FORM WORK SHALL CONFORM EXACTLY TO PLAN DIMENSIONS. VERIFY LOCATION OF ALL SPECIAL TIE DOWNS AND ANCHOR BOLTS AS SHOWN ON DETAIL PLANS. 9. TRENCHES FOR FOOTINGS SHALL BE CLEANED BEFORE CONCRETE IS POURED. AN IMAGINARY LINE FROM THE BOTTOM CORNER OR ANY FOOTING EXTENDING DOWNWARD AT 45 TO THE HORIZONTAL SHALL NOT INTERSECT ANY EXCAVATION FOR GAS, SEWER OR DRAINAGE PURPOSES. 10. REFER TO CIVIL ENGINEER'S PRECISE GRADING PLANS FOR LOCATION OF DEEPENED FOOTINGS. 12. CONTRACTOR SHALL CONFIRM SOIL SULFATE LEVELS AND RECOMMENDED CONCRETE MIX WITH SOILS ENGINEERING REPORT PRIOR TO MIXING CONCRETE. DIVISION 4 - MASONRY 1. SEE DIVISION 1, ITEM 3. 2. MASONRY VENEER SHALL CONFORM TO C.R.C. CHAPTER 7. A. ANCHORED MASONRY VENEER SHALL COMPLY WITH THE PROVISIONS OF C.R.C. SECTION 703.3, 703.7 AND 703.8 AND SECTIONS 6.1 AND 6.2 OF ACI 530/ASCE 5/TMS 402. B. ANCHORED MASONRY VENEER SHALL CONFORM TO SEISMIC REQUIREMENTS PER C.R.C. SECTIONS 703.3, 703.7 AND 703.8 C. STONE VENEER UNITS NOT EXCEEDING 5 INCHES IN THICKNESS SHALL BE ANCHORED DIRECTLY TO MASONRY, CONCRETE OR TO STUD CONSTRUCTION AS DESCRIBED IN C.R.C. CHAPTER 7 D. ADHERED MASONRY VENEER SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS IN C.R.C. 703.3 AND 703.7 AND SECTIONS 6.1 AND 6.3 OF ACI 530/ASCE 5/TMS 402. 3. MASONRY CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF C.R.C. CHAPTER 6 AND WITH THE ACI 530.1/ASCE 6/TMS 602. A. GLASS UNIT MASONRY. GLASS UNITS SHALL BE PLACED SO HEAD AND BED JOINTS ARE FILLED SOLIDLY. MORTAR SHALL NOT BE FURROWED. ALL MOTAR CONTACT SURFACES SHALL BE TREATED TO ENSURE ADHESION BETWEEN MORTAR AND GLASS. UNLESS OTHERWISE REQUIRED, HEAD AND BED JOINTS OF GLASS UNIT MASONRY SHALL BE 1/4 INCH THICK, EXCEPT THAT VERTICAL JOINT THICKNESS OF RADIAL PANELS SHALL NOT BE LESS THAT 1/8 INCH. THE BED JOINT THICKNESS TOLERANCE SHALL BE MINUS 1/16 INCH AND PLUS 1/8 INCH. THE HEAD JOINT TOLERANCE SHALL BE PLUS OR MINUS 1/8 INCH. DIVISION 5 - METALS 1. SEE DIVISION 1 - ITEM 3 2. STRUCTURAL STEEL SHALL CONFORM TO C.R.0 CHAPTER 3, 6 AND 8 AND CSElkNDARD NO. 221, MATERIAL SPECIFICATIONS FOR STRUCTURAL STEEL. DIVISION 6 - WOODS AND PLASTICS 1. SEE DIVISION 1, NOTE 3 2. WOOD SHALL CONFORM TO C.R.C. CHAPTERS 4, 5 AND 8 (LATEST EDITION) AND ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REQUIREMENTS. 3. REFER TO STRUCTURAL ENGINEER'S STRUCTURAL GENERAL NOTES FOR ADDITIONAL GENERAL REQUIREMENTS. 4. FRAMING CONTRACTOR WILL CONFIRM WORK TO BE DONE IN AREAS NOT SHOWN ON PLANS PRIOR TO SIGNING CONTRACT. 5. ALL LUMBER SHALL BE PER STRUCTURAL ENGINEER'S GENERAL NOTES. 6. FRAMING SHALL BE DONE IN A WORKMANLIKE MANNER BY SKILLED MECHANICS, MAINTAINING HIGHEST INDUSTRY STANDARDS AND ALL APPLICABLE LOCAL LAND STATE CODES, ORDINANCES AND REQUIREMENTS. A. ALL NAILING/ FASTENERS SHALL CONFORM TO C.R.C. CHAPT. 6 AND TABLE 602.3 (1), (2) B. ALL EXTERIOR NAILS AND STAPLES SHALL BE CORROSION RESISTANT. C. FOR SHEAR WALL NAILING SEE STRUCTURAL ENGINEERS PLANS. D. WALL FRAMING SHALL BE PER STRUCTURAL ENGINEERS GENERAL NOTES. E. IN EXTERIOR WALLS AND BEARING PARTITIONS ANY WOOD STUD MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. CUTTING OR NOTCHING OF STUDS TO A DEPTH NOT GREATER THAN 40 PERCENT OF THE WIDTH OF THE STUD IS PERMITTED IN NONBEARING PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. F. A HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PER- MITTED IN NONBEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THAN TWO SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH (16 MM) TO THE EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR NOTCH. G. NOTCHING AT THE ENDS OF RAFTERS OR CEILING JOISTS SHALL NOT EXCEED ONE-FOURTH THE DEPTH. NOTCHES IN THE TOP OR BOTTOM OF THE RAFTER OR CEILING JOIST SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE SPAN. HOLES BORED IN RAFTERS OR CEILING JOISTS SHALL NOT BE WITHIN 2 INCHES (51 MM) OF THE TOP AND BOTTOM AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE DEPTH OF THE MEMBER. I. WOOD SUPPORTED BY EXTERIOR FOUNDATION WALLS. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES FROM EXPOSED EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE TREATED WOOD. THE CLEARANCE BETWEEN WOOD SIDING AND EARTH ON THE EXTERIOR OF A BUILDING SHALL NOT BE LESS THAN 6 INCHES EXCEPT WHERE SIDING, SHEATHING AND WALL FRAMING ARE OF NATURALLY DURABLE OR PRESERVATIVE TREATED WOOD. J. RODENT PROOFING: (CRC R602.3.4.1) ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN BOTTOM/SOLE PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. K. SLEEPERS AND SILLS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. L. POSTS OR COLUMNS SUPPORTING PERMANENT STRUCTURES AND SUPPORTED BY A CONCRETE OR MASONRY SLAB OR FOOTING THAT IS IN DIRECT CONTACT WITH THE EARTH SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE - TREATED WOOD. EXCEPTIONS: 1. POSTS OR COLUMNS THAT ARE EITHER EXPOSED TO THE WEATHER OR LOCATED IN BASEMENTS OR CELLARS, SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTED AT LEAST 1 INCH ABOVE THE SLAB OR DECK AND 6 INCHES ABOVE THE EXPOSED EARTH, AND ARE SEPARATED THEREFROM BY AN IMPERVIOUS MOISTURE BARRIER. 2. POSTS OR COLUMNS IN ENCLOSED CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIPHERY OF THE BUILDING, SUPPORTED BY A CONCRETE PIER OR METAL PEDESTAL AT A HEIGHT GREATER THAN 8 INCHES FROM EXPOSED GROUND, AND ARE SEPARATED THERE- FROM BY AN IMPERVIOUS MOISTURE BARRIER. M. NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD SHALL BE UTILIZED FOR THOSE PORTIONS OF WOOD MEMBERS THAT FORM THE STRUCTURAL SUPPORTS OF BUILDINGS, BALCONIES, PORCHES OR SIMILAR PERMANENT BUILDING APPURTENANCES WHERE SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING TO PREVENT MOISTURE OR WATER ACCUMULATION ON THE SURFACE OR AT JOINTS BETWEEN MEMBERS. N. WHERE WOOD FRAME WALLS AND PARTITIONS ARE COVERED ON THE INTERIOR WITH PLASTER, TILE OR SIMILAR MATERIALS AND ARE SUBJECT TO WATER SPLASH. THE FRAMING SHALL BE PROTECTED WITH APPROVED BY AN APPROVED ASSEMBLY CONFORMING TO C.R.C. SECTION R702, O. WOOD USED IN CONTACT WITH THE GROUND (EXPOSED EARTH) IN THE LOCATIONS NOTED BELOW SHALL BE NATURALLY DURABLE (SPECIES FOR BOTH DECAY AND TERMITE RESISTANCE) OR PRESERVATIVE TREATED USING WATER -BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA U1 (COMMODITY SPECIFICATIONS A OR F) FOR SOIL OR FRESH WATER USE. EXCEPTION: UNTREATED WOOD IS PERMITTED WHERE SUCH WOOD IS CONTINUOUSLY AND ENTIRELY BELOW THE GROUND -WATER LEVEL OR SUBMERGED IN FRESH WATER. 1. POSTS AND COLUMNS SUPPORTING PERMANENT STRUCTURES THAT ARE EMBEDDED IN CONCRETE THAT IS IN DIRECT CONTACT WITH THE EARTH, EMBEDDED IN CONCRETE THAT IS EXPOSED TO THE WEATHER OR IN DIRECT CONTACT WITH THE EARTH SHALL BE OF PRESERVATIVE -TREATED WOOD. 2. WOOD STRUCTURAL MEMBERS THAT SUPPORT MOISTURE -PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. P. UNDER -FLOOR CLEARANCE. WHEN WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WITHOUT JOISTS ARE LOCATED CLOSER THAN 18 INCHES, OR WOOD GIRDERS ARE CLOSER THAN 12 INCHES TO EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREAS LOCATED WITHIN THE PERIMETER OF THE BUILDING FOUNDATION, THE FLOOR ASSEMBLY (INCLUDING POSTS, GIRDERS, JOISTS AND SUBFLOOR) SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. UNDER -FLOOR AREA SHALL BE ACCESSIBLE. ACCESSIBLE UNDER -FLOOR AREAS SHALL BE PROVIDED WITH A 18-INCH BY 24-INCH ACCESS CRAWL HOLE (MINIMUM REQUIREMENT). PIPES, DUCTS AND OTHER NONSTRUCTURAL CONSTRUCTION SHALL NOT INTERFERE WITH THE ACCESSIBILITY TO OR WITHIN UNDER -FLOOR AREAS. UNDER -FLOOR ACCESS OPENINGS SHALL BE EFFECTIVELY SCREENED OR COVERED. Q. LAMINATED TIMBERS. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSED TO WEATHER AND NOT FULLY PROTECTED FROM MOISTURE BY A ROOF, EAVE OR SIMILAR COVERING SHALL BE PRESSURE TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. R. VENTILATION. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILAT- ING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN AND SNOW. BLOCKING AND BRIDGING SHALL BE ARRANGED SO AS NOT TO INTERFERE WITH THE MOVEMENT OF AIR. A MINIMUM OF 1" OF AIRSPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. EXCEPTION: THE MINIMUM NET FREE VENTILATING AREA BELOW THE RIDGE OR HIGHEST MAY BE 1/300 OF THE AREA OF VENTILATED SPACE PROVIDED THAT 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAT 3 FEET BELOW THE RIDGE OR HIGHEST VENTILATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. OPENINGS INTO ATTIC: EXTERIOR OPENINGS INTO THE ATTIC SPACE OF ANY BUILDING INTENDED FOR HUMAN OCCUPANCY SHALL BE COVERED WITH CORROSION -RESISTANT WIRE SCREENING. THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1/16 INCH AND SHALL NOT EXCEED 1/4 INCH. WHERE COMBUSTION AIR IS OBTAINED FROM AN ATTIC AREA, IT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF THE CALIFORNIA MECHANICAL CODE. UNDER FLOOR VENTILATION: THE SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING EXCEPT SPACES OCCUPIED BY A BASEMENT OR CELLAR SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. SUCH OPENINGS SHALL BE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE UNDER -FLOOR SPACE. OPENINGS FOR UNDERFLOOR VENTILATION: THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF CRAWL SPACE AREA. VENTILATION OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH CORROSION RESISTANT WIRE MESH WITH THE LEAST DIMENSION NOT EXCEEDING 1/8 INCH S. FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH C.R.C. SECTIONS 302.11, 602.8, 1001.12 AND 1003.19. FIREBLOCKING SHALL BE INSTALLED TO CUT OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FROM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE. FIREBLOCKING MATERIALS. FIREBLOCKING SHALL CONSIST OF 2-INCH NOMINAL LUMBER OR TWO THICKNESSES OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS OR ONE THICKNESS OF 0.719-INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 0.719 WOOD STRUCTURAL PANEL OR ONE THICKNESS OF 0.75-INCH PARTICLEBOARD WITH JOINTS BACKED BY 0.75-INCH PARTICLEBOARD. 1/2" GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL WOOL, GLASS FIBER OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE SHALL BE PERMITTED AS AN ACCEPTABLE FIREBLOCK. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10- FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. THE INTEGRITY OF FIREBLOCKS SHALL BE MAINTAINED. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. FIREBLOCKING SHALL BE PROVIDED AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOINTS OR TRUSSES, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL ALSO COMPLY WITH C.R.C. SECTION 302.7. WHERE ANNULAR SPACE PROTECTION IS PROVIDED IN ACCORDANCE WITH THE C.B.C. FIREBLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVELS, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. FACTORY -BUILT CHIMNEYS AND FIREPLACES SHALL BE FIREBLOCKED IN ACCORDANCE WITH UL 103 AND UL 127. FIREBLOCKING SHALL BE INSTALLED WITHIN CONCEALED SPACES OF EXTERIOR WALL FINISH AND OTHER EXTERIOR ARCHITECTURAL ELEMENTS WHERE PERMITTED TO BE OF COMBUSTIBLE CONSTRUCTION AS SPECIFIED IN THE C.B.C. OR C.R.C. OR WHERE ERECTED WITH COMBUSTIBLE FRAMES, AT MAXIMUM INTERVALS OF 20 FEET, SO THAT THERE WILL BE NO OPEN SPACE EXCEEDING 100 SQUARE FEET. WHERE WOOD FURRING STRIPS ARE USED, THEY SHALL BE OF APPROVED WOOD OF NATURAL DECAY RESISTANCE OR PRESERVATIVE -TREATED WOOD. IF NONCONTINUOUS, SUCH ELEMENTS SHALL HAVE CLOSED ENDS, WITH AT LEAST 4 INCHES OF SEPARATION BETWEEN SECTIONS. EXCEPTION: 1. FIREBLOCKING OF CORNICES IS NOT REQUIRED IN SINGLE-FAMILY DWELLINGS. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED ONLY AT THE LINE OF DWELLING UNIT SEPARATION. CONCEALED SLEEPER SPACES. WHERE WOOD SLEEPERS ARE USED FOR LAYING WOOD FLOORING ON MASONRY OR CONCRETE FIRE -RESISTANCE -RATED FLOORS, THE SPACE BETWEEN THE FLOOR SLAB AND THE UNDERSIDE OF THE WOOD FLOORING SHALL BE FILLED WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION OR FIREBLOCKED IN SUCH A MANNER THAT THERE WILL BE NO OPEN SPACES UNDER THE FLOORING THAT WILL EXCEED 100 SQUARE FEET IN AREA AND SUCH SPACE SHALL BE FILLED SOLIDLY UNDER PERMANENT PARTITIONS SO THAT THERE IS NO COMMUNICATION UNDER THE FLOORING BETWEEN ADJOINING ROOMS. DRAFTSTOPPING IN FLOORS. IN COMBUSTIBLE CONSTRUCTION DRAFTSTOPPING SHALL BE INSTALLED TO SUBDIVIDE FLOOR/CEILING ASSEMBLIES IN THE LOCATIONS PRESCRIBED IN ACCORDANCE WITH C.R.C. SECTION 302.12 AND 502.12 DRAFTSTOPPING MATERIALS SHALL BE NOT LESS THAN 0.5 INCH GYPSUM BOARD, 0.375 INCH STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. THE INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. IN GROUPS R-1, R-2, R-3 AND R-4 DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/ CEILING SPACES IN GROUP R-1 BUILDINGS, IN GROUP R-2 BUILDINGS WITH THREE OR MORE DWELLING UNITS, IN GROUP R-3 BUILDINGS WITH TWO DWELLING UNITS AND IN GROUP R-4 BUILDINGS. DRAFTSTOPPING SHALL BE LOCATED ABOVE AND IN LINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATIONS. IN OTHER GROUPS, DRAFTSTOPPING SHALL BE INSTALLED SO THAT HORIZONTAL FLOOR AREAS DO NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING IN ATTICS. IN COMBUSTIBLE CONSTRUCTION DRAFTSTOPPING SHALL BE INSTALLED TO SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES IN THE LOCATIONS PRESCRIBED IN ACCORDANCE WITH C.R.C. SECTION 302.12 AND 502.12. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF -CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. IN GROUPS R-1 AND R-2 DRAFTSTOPPING SHALL BE PROVIDED IN ATTICS, MANSARDS, OVERHANGS OR OTHER CONCEALED ROOF SPACES OF R-2 BUILDINGS WITH THREE OR MORE DWELLING UNITS AND IN ALL GROUP R-1 BUILDINGS. DRAFTSTOPPING SHALL BE INSTALLED ABOVE, AND IN LINE WITH, SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTEND TO THE UNDERSIDE OF THE ROOF SHEATHING ABOVE. EXCEPTIONS: 1. WHERE CORRIDOR WALLS PROVIDE A SLEEPING UNIT OR DWELLING UNIT SEPARATION, DRAFTSTOPPING SHALL ONLY BE REQUIRED ABOVE ONE OF THE CORRIDOR WALLS. 2. DRAFTSTOPPING IS NOT REQUIRED IN BUILDINGS EQUIPPED WITH AN AUTO- MATIC SPRINKLER SYSTEM IN ACCORDANCE WITH C.B.C. SECTION 903.3.1.1. 3. IN OCCUPANCIES IN GROUP R-2 THAT DO NOT EXCEED FOUR STORIES IN HEIGHT, THE ATTIC SPACES SHALL BE SUBDIVIDED BY DRAFTSTOPS INTO AREAS NOT EXCEEDING 3,000 SQUARE FEET OR ABOVE EVERY TWO DWELLING UNITS WHICHEVER IS SMALLER. IN OTHER GROUPS, DRAFTSTOPPING SHALL BE INSTALLED IN ATTICS AND CONCEALED ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 3,000 SQUARE FEET T. PLYWOOD SHEAR WALL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. 7. TRUSSES: WOOD TRUSSES SHALL BE DESIGNED AND IN ACCORDANCE WITH THE PROVISIONS OF THE 2019 C.R.C. SECTIONS 502.11 AND 802.10 TRUSS MANUFACTURER SHALL BE RESPONSIBLE FOR AND TAKE INTO ACCOUNT. A. PROPER ROOF PITCHES AND THE ALIGNMENT OF ROOF PLANES. B. ADDITIONAL LOADING. (I.E. LOADING CAUSED BY ADDITIONAL GYPSUM BOARD, WOOD FURRING, H.V.A.C. EQUIPMENT ETC.) C. SPECIAL TRUSS DESIGN REQUIRED FOR ATTIC H.V.A.0 EQUIPMENT, ATTIC ACCESSES, AND REQUIRED PASSAGE FROM ATTIC ACCESS TO H.V.A.C. EQUIPMENT. CONTRACTOR SHALL HAVE APPROVED TRUSS PLANS ON JOB SITE PRIOR TO FOUNDATION INSPECTION. THE WRITTEN, GRAPHIC AND PICTORIAL DEPICTION OF EACH INDIVIDUAL TRUSS SHALL BE PROVIDED TO THE BUILDING OFFICIAL AND APPROVED PRIOR TO INSTALLATION. PLAN CHECKERS SHALL STAMP 8c SIGN TRUSS PLANS AND INCORPORATE THEM INTO THE BUILDING PLANS. SUCH PLANS SHALL BEAR THE ENGINEER'S STAMP AND WET SIGNATURE ALONG. WITH THE DESIGN ENGINEER OF RECORD'S REVIEW STAMP AND WET SIGNATURE. THE TRUSS MANUFACTURER SHALL PROVIDE A TRUSS PLACEMENT DIAGRAM THAT . IDENTIFIES THE PROPOSED LOCATION OF EACH INDIVIDUALLY DESIGNED TRUSS AND REFERENCES THE CORRESPONDING TRUSS DESIGN DRAWING. EACH FABRICATED TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE SPAN ON THE FACE OF THE BOTTOM CHORD: IDENTITY OF THE COMPANY MANUFACTURING THE TRUSS. THE DESIGN VERTICAL AND DRAG LOADS. THE SPACING OF TRUSSES. 8. PROVIDE 2X BLOCKING BACKING FOR BATHROOM BARS AND FIXTURES, CABINETS, HANDRAILS AND OTHER LOCATIONS WHERE A SOLID BACK ATTACHMENT WILL BE NEEDED. DIVISION 7 - THERMAL & MOISTURE PROTECTION 1. SEE DIVISION 1, NOTE 3. 2. ALL SHEET METAL TO BE 26 GA. GALV. IRON UNLESS OTHERWISE NOTED. 3. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER -RESISTANT EXTERIOR WALL ENVELOPE AND SHALL BE CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AND A MEANS OF DRAINING WATER THAT ENTERS THE ASSEMBLY TO THE EXTERIOR. PROTECTION AGAINST CONDENSATION IN THE EXTERIOR WALL ASSEMBLY SHALL BE PROVIDED IN ACCORDANCE WITH THE CALIFORNIA ENERGY CODE, SECTION 150 OF TITLE 24, PART 6. WEATHER RESISTIVE BARRIER: A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED MATERIALS, SHALL BE ATTACHED TO THE STUDS OR SHEATHING, WITH FLASHING AS DESCRIBED IN C.R.C. SECTION 703.2 IN SUCH A MANNER AS TO PROVIDE A CONTINUOUS WATER -RESISTIVE BARRIER BEHIND THE EXTERIOR WALL VENEER. ARCHITECT RECOMMENDS USING A MINIMUM OF 60 MINUTE RATED PAPER. WEATHER PROTECTION: EXTERIOR WALLS SHALL PROVIDE WEATHER PROTECTION FOR THE BUILDING. THE MATERIALS OF THE MINIMUM NOMINAL THICKNESS SPECIFIED IN TABLE 703.3 (1) SHALL BE ACCEPTABLE AS APPROVED WEATHER COVERINGS. FLASHING: FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE FROM ENTERING THE BUILDING OR TO REDIRECT IT TO THE EXTERIOR. FLASHING SHALL BE INSTALLED AT THE PERIMETERS OF EXTERIOR DOOR AND WINDOW ASSEMBLIES, PENETRATIONS AND TERMINATIONS OF EXTERIOR WALL ASSEMBLIES, EXTERIOR WALL INTERSECTIONS WITH ROOFS, CHIMNEYS, PORCHES, DECKS, BALCONIES AND SIMILAR PROJECTIONS AND AT BUILT-IN GUTTERS AND SIMILAR LOCATIONS WHERE MOISTURE COULD ENTER THE WALL. FLASHING WITH PROJECTING FLANGES SHALL BE INSTALLED ON BOTH SIDES AND THE ENDS OF COPINGS, UNDER SILLS AND CONTINUOUSLY ABOVE PROJECTING TRIM. EXTERIOR WALL POCKETS: IN EXTERIOR WALLS OF BUILDINGS OR STRUCTURES, WALL POCKETS OR CREVICES IN WHICH MOISTURE CAN ACCUMULATE SHALL BE AVOIDED OR PROTECTED WITH CAPS OR DRIPS, OR OTHER APPROVED MEANS SHALL BE PROVIDED TO PREVENT WATER DAMAGE. MASONRY: FLASHING AND WEEP HOLES SHALL BE LOCATED IN THE FIRST COURSE OF MASONRY ABOVE FINISHED GROUND LEVEL ABOVE THE FOUNDATION WALL OR SLAB, AND OTHER POINTS OF SUPPORT, INCLUDING STRUCTURAL FLOORS, SHELF ANGLES AND LINTELS WHERE ANCHORED VENEERS ARE DESIGNED IN ACCORDANCE WITH C.R.C. SECTION 703 AND 703.8.6. 4. 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 FOR DRAINAGE. 5. G.I. FLASH AND CAULK WOOD BEAMS AND/OR OUTLOOKERS PROJECTING FROM EXTERIOR WALL OR ROOF SURFACES. 6. FLASHING AND COUNTERFLASHING - EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. 7. EXTERIOR WALL COVERINGS SHALL COMPLY WITH C.R.C. CHAPTER 7. 8. EXTERIOR LATH/PLASTER SHALL COMPLY WITH C.R.0 SECTION 703.7. EXTERIOR AND INTERIOR CEMENT PLASTER AND LATHING SHALL BE DONE WITH THE APPROPRIATE MATERIALS AS LISTED IN AND IN ACCORDANCE WITH C.R.C. R702.1. INSTALLATION OF THESE MATERIALS SHALL BE IN COMPLIANCE WITH ASTM C 926 AND ASTM C 1063. METAL LATH AND LATH ATTACHMENTS SHALL BE OF CORROSION -RESISTANT MATERIAL. BACKING OR A LATH SHALL PROVIDE SUFFICIENT RIGIDITY TO PERMIT PLASTER MATERIAL. A. WEATHER -RESISTIVE BARRIERS SHALL BE INSTALLED AS REQUIRED IN C.R.C. SECTION 703.2 AND 703.7.3 AND WHERE APPLIED OVER WOOD -BASED SHEATHING, SHALL INCLUDE A WATER RESISTIVE VAPOR -PERMEABLE BARRIER WITH A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER. B. WEEP SCREEDS: A MINIMUM 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE), CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL ATTACHMENT FLANGE OF 3 1/2 INCHES SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTMC 926. THE WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREAS AND BE OF A TYPE THAT WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF THE WEEP SCREED. 9. ROOFING/ROOF FLASHING A. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAT 0.019 INCH (NO. 26 GALVANIZED SHEET) B. ALL ROOFING NAILS SHALL BE GALVANIZED, C. ROOFING CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DRAINAGE OF ALL ROOFS. D. VALLEY FLASHING SHALL BE PER C.R.C. SECTION 905.4.6 AND ROOFING MANUFACTURERSSTRUCTIONS. E. CONCRETE TILE: EAGLE TILE ICC-ES ESR-1900 - VERIFY COLOR WITH EXTERIOR COLOR SCHEDULE. PROVIDE UNDERLAYMENT OF 1-LAYER TYPE 30# FELT. REFER TO MANUFACTURERS SPECIFICA- TIONS FOR BATTENS REQUIRED. INSTALL PER MANUFACTURERS TECHNICAL BULLETINS AND SPECIFICATIONS. CONCRETE ROOF TILE SHALL COMPLY WITH ASTM C 1167. FLASHING: FLASHING SHALL BE PER C.R.C. SECTION 905.3.8. FLASHING AND COUNTERFLASHING SHALL BE PROVIDED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND WHERE OF METAL SHALL NOT BE LESS THAN 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION RESISTANT METAL. THE VALLEY FLASHING SHALL EXTED AT LEAST 11" FROM THE CENTERLINE EACH WAY AND HAVE A SPLASH DIVERTER RIB NOT LESS THAN 1 INCH HIGH AT THE FLOW LINE FORMED AS PART OF THE FLASHING. SECTIONS OF FLASHING SHALL HAVE AN END LAP OF NOT LESS THAN 4 INCHES. FOR ROOF SLOPES OF 3:12 AND OVER, THE VALLEY FLASHING SHALL HAVE A 36" WIDE UNDERLAYMENT OF EITHER 1 LAYER OF TYPE I UNDERLAYMENT RUNNING THE FULL LENGTH OF THE VALLEY, IN ADDITION TO OTHER REQUIRED UNDERLAYMENT FASTENERS: TILE FASTENERS SHALL BE CORROSION RESISTANT AND NOT LESS THAN 11 GAGE, 5/16" HEAD, AND OF SUFFICIENT LENGTH TO PENETRATE THE DECK A MINIMUM OF 0.75 INCH OR THROUGH THE THICKNESS OF THE DECK, WHICHEVER IS LESS. ATTACHING WIRE FOR CLAY OR CONCRETE TILE SHALL NOT BE SMALLER THAN 0.083 INCH. PERIMETER FASTENING AREAS INCLUDE THREE TILE COURSES BUT NOT LESS THAN 36" FROM EITHER SIDE OF HIPS OR RIDGES AND EDGES OF EAVES AND GABLE RAKES. ATTACHMENT: CLAY AND CONCRETE ROOF TILES SHALL BE FASTENED IN ACCORDANCE WITH C.R.C. CHAPTER 9, TABLE 905.3.7 AND LOCAL CODES WHICHEVER IS MORE RESTRICTIVE. WIND RESISTANCE: CLAY AND CONCRETE TILE ROOF COVERINGS SHALL BE CONNECTED TO THE ROOF DECK IN ACCORDANCE WITH C.R.C. CHAPTER 9 AND LOCAL CODES WHICHEVER IS MORE RESTRICTIVE. F. PROVIDE 26 GA. G.I. DRIP STRIP AT EAVE EDGE. PAINT TO MATCH FACIA. G. HIGH WIND AREAS - TILE FASTENING REQUIREMENTS IN AREAS DESIGNATED BY THE C.R.C. OR LOCAL BUILDING DEPARTMENT AS BEING SUBJECTED TO REPEATED WIND VELOCITIES IN EXCESS OF 80 MPH OR WHERE ROOF HEIGHT EXCEEDS 40 FEET ABOVE GRADE, ALL TILES SHALL BE ATTACHED IN ACCORDANCE WITH BUILDING CODES OR PER ROOFING MANUFACTURERS INSTRUCTIONS WHICHEVER IS MORE RESTRICTIVE. INSTALLING CONTRACTOR SHALL BE RESPOND - SABLE FOR VERIFICATION OF ROOF MATERIAL COMPLIANCE WITH APPLICABLE CODES AND REQUIREMENTS. H. FLASH AND COUNTERFLASH ALL SIDES OF CHIMNEY TO ROOF WITH 26 GAUGE GALVANIZED IRON AND INSTALL 26 GAUGE GALVANIZED IRON SADDLE WHERE ROOF PITCHES TO CHIMNEY. J. EXTEND VENT PIPES TO CLEAR ROOFING MATERIAL PER C.M.C. VERIFY FLASHING CONDITIONS AT ALL VENTS PRIOR TO FABRICATION. L. ALL ROOFING TO BE CLASS "A" MIN. 9. ROOFING/ROOF FLASHING FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAT 0.019 INCH (NO. 26 GALVANIZED SHEET) 10. ALL EXTERIOR FLAT SURFACES (POTSHELVES, WALL CAPS ETC.) SHALL BE WEATHER RESISTIVE AND SHALL HAVE POSITIVE SLOPE TO DRAIN TO AN ACCEPTABLE LOCATION APPROVED BY BUILDER AND IN ACCORDANCE WITH ACCEPTED BUILDING PRACTICE. 11. SHOWER WALLS: SEE THESE GENERAL NOTES DIVISION 9, ITEM 3 FOR NOTES. DIVISION 8 - DOOR & WINDOWS - TABLED FOR A MIN. 20 LB/SQ.FT. WIND LOAD AND R-20 MIN. 1. SEE DIVISION 1, NOTE 3. 2. WINDOW AND DOOR SUPPLIER SHALL PROVIDE HEAD, JAMB AND SILL DETAILS WITH INSTALLATION SPECIFICATIONS THAT ARE SPECIFIC TO THIS PROJECT. OWNER/BUILDER SHALL REVIEW AND APPROVE DETAILS PRIOR TO INSTALLATION. 3. GLAZING SHALL COMPLY WITH C.R.C. SECTION R308 REQUIREMENTS REGARDING IDENTIFICATION, AREA, LIMITATIONS, GLAZING SUPPORT, SAFETY GLAZING, AND HINGED SHOWER DOORS. 4. EVERY SLEEPING ROOM BELOW THE FOURTH STORY SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR DOOR APPROVED FOR EMERGENCY ESCAPE OR RESCUE WHICH SHALL OPEN DIRECTLY INTO A PUBLIC WAY OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EMERGENCY ESCAPE AND RESCUE OPENINGS AND ANY EXIT DOORS SHALL BE MAINTAINED FREE OF ANY OBSTRUCTIONS AND SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM. BARS, GRILLES, GRATES OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH C.B.C. SECTION 1026.2 AND SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. ESCAPE OR RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 INCHES. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. WINDOW SUPPLIER SHALL VERIFY ALL REQUIRED SIZES, CLEARANCES AND LOCATIONS FOR LIGHT, VENTILATION , EGRESS AND SAFETY CODES PRIOR TO INSTALLATION. 5. GLAZING: EACH PANE SHALL BEAR THE MANUFACTURER'S MARK DESIGNATING THE TYPE AND THICKNESS OF THE GLASS OR GLAZING MATERIAL. EACH PANE OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION MARK SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC FIRED, LASER ETCHED, EMBOSSED OR OF A TYPE THAT ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED.. 6. SAFETY GLAZING: INDIVIDUAL GLAZED AREAS, INCLUDING GLASS MIRRORS, IN HAZARDOUS LOCATIONS AS DEFINED IN C.R.C. SECTION 308. - ALL GLAZING SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR 1201. - GLAZING SHALL COMPLY WITH THE TEST CRITERIA FOR CATEGORY I OR II AS INDICATED IN TABLE 308.1(1) OR TABLE 308.1 (2) AS NOTED IS SECTION 308.3.1 GLASS UNIT MASONRY SHALL COMPLY WITH THE PROVISIONS OF C.R.C. SECTION 607 OR CHAPTER 7 OF ACI 530/ASCE 5/TMS 402. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES AS WELL AS THE INFORMATION SPECIFIED IN SECTION R308 . THE DESIGNATION SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC FIRED, LASER ETCHED, EMBOSSED OR OF A TYPE THAT ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED. HAZARDOUS LOCATIONS THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS REQUIRING SAFETY GLAZING MATERIALS: 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: DECORATIVE GLAZING. GLAZED OPENINGS OF A SIZE THROUGH WITH A 3" DIA. SPHERE IS UNABLE TO PASS 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. EXCEPTIONS: DECORATIVE GLAZING. WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. GLAZING IN WALLS ON THE LATCH SIDE OF AND PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION. WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET OR LESS IN DEPTH (THIS CONDITION SHALL COMPLY WITH R308.4.3. GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. 3. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS: 3.1 EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET; 3.2 EXPOSED BOTTOM EDGE OF GLAZNG IS LESS THAN 18 NCHES ABOVE THE FLOOR; 3.3 EXPOSED TOP EDGE OF GLAZNG GREATER THAN 36 NCHES ABOVE THE FLOOR; AND 3.4 ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING. EXCEPTIONS: DECORATIVE GLAZING. WHEN A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) 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 WITH OUT CONTACTING THE GLASS AND BE A MIN. OF 1.5 INCHES IN CROSS SECTIONAL HEIGHT. 4. GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NON- STRUCTURAL IN -FILL PANELS, REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. 5. GLAZING IN WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMING POOLS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. EXCEPTION: GLAZING THAT IS MORE THAN 60 INCHES MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, WHIRLPOOL OR SWIMMING POOL. 6. GLAZING ADJACENT STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTIONS: 1. WHEN A RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) 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 (730 N/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 1/2 INCHES (38 MM) IN CROSS SECTIONAL HEIGHT. 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. 7. GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD SHALL BE CONSIDERED A HAZARDOUS LOCATION. EXCEPTION: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE OF THE GLASS IS MORE THAN 18 INCHES (457 MM) FROM THE GUARD. 8. SPECIAL CARE SHALL BE TAKEN AT THE SITE TO INSURE THAT WINDOW SEALS AT MULLIONS AND MULLED WINDOWS ARE NOT DAMAGED. ROUGH HANDLING OR IMPROPER STORAGE OF WINDOWS MAY CAUSE SUCH DAMAGE. 9. ALL MANUFACTURED WINDOWS AND SLIDING GLASS DOORS SHALL MEET THE AIR INFILTRATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE LATEST EDITION AND SHALL BE CERTIFIED AND LABELED. 10. PROVIDE PRIVACY LOCKS AT MASTER BEDROOMS. 11. ALL KEY LOCKED DOORS SHALL BE KEYED ALIKE. 12. GARAGE DOOR OPENERS AND DOOR SPRINGS SHALL COMPLY WITH CALIFORNIA TITLE 24 REQUIREMENTS AND SHALL BE LABELED. 13. THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF A DOOR. LANDING SHALL COMPLY WITH C.R.C. SECTION 311.3 REQUIREMENTS FOR MAXIMUM HEIGHT DIFFERENTIAL AT FLOOR AND REQUIRED DEPTH OR LENGTH OF RUN. SEE DIVISION 1, NOTE 3. 2. GYPSUM WALL BOARD. A. GYPSUM WALLBOARD, GYPSUM WALLBOARD SHALL BE INSTALLED PER C.R.C. CHAPTER 7. B. GYPSUM WALLBOARD NAILING FOR FIRE ASSEMBLIES SHALL BE AS LISTED IN C.R.C. CHAPTER 7 OR AS LISTED IN THE GYPSUM ASSOCIATION FIRE RESISTANCE DESIGN MANUAL LATEST EDITION. C. GYPSUM WALLBOARD SHALL NOT BE INSTALLED ON EXTERIOR SURFACES FOR USE AS BACKING UNDER STUCCO. 3. CERAMIC TILE. A. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3. A136.1 AND A137.1. B. FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM BACKERS OR FIBER -REINFORCED GYPSUM BACKERS IN COMPLIANCE WITH A.S.T.M. C1288, C1325, C1178 OR C1278, RESPECTIVELY, AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. 3. SHOWER WALLS A. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVE THE DRAIN INLET. B. SEE THESE GENERAL NOTES DIV. 9 ITEM 2D FOR ADDITIONAL NOTES. 4. STUCCO A. STUCCO SHALL BE PER C.R.C. CHAPTER 7. PROVIDE SEPARATE INSPECTIONS FOR EACH INSPECTION AT PHASES OF EXTERIOR PLASTER AS FOLLOWS: SCRATCH COAT, BROWN COAT , AND TEXTURE COAT. PROVIDE ONLY FURRING NAILS AT ALL WIRE LATH THAT SUPPORTS STUCCO. B. PLASTERING WITH CEMENT PLASTER SHALL NOT BE LESS THAN THREE COATS WHERE APPLIED OVER METAL LATH OR WIRE FABRIC LATH AND NOT BE LESS THAN TWO COATS WHERE APPLIED OVER MASONRY. CONCRETE OR GYPSUM BACKING AS SPECIFIED IN C.R.C. SECTION 703.7.2. C. BACKING. BACKING OR A LATH SHALL PROVIDE SUFFICIENT RIGIDITY TO PERMIT PLASTER APPLICATION. D. SEE THESE GENERAL NOTES DIVISION 7, ITEMS 7 AND 8 (INCLUSIVE) FOR ADDITIONAL NOTES. E. WHERE EXTERIOR PLASTER ON A VERTICAL SURFACE RETURNS ONTO A SOFFIT, A WEEP -SCREED SHOULD BE PLACED ADJACENT TO THE OUTER EDGE OF THE SOFFIT OR SOME SIMILAR WEEP -JOINT SHOULD BE INSTALLED TO ACHIEVE THE SAME PURPOSE. G. CONTROL JOINTS - IN ALL PORTLAND CEMENT PLASTERED AREAS, PLACE METAL CONTROL JOINTS AT LOCATIONS AND AT SPACING RECOMMENDED BY INDUSTRY STANDARDS. CONTROL JOINTS SHALL SERVE AS GROUNDS FOR PLASTER. 4. PAINTING A. APPLICATION OF PAINT OR OTHER COATINGS SHALL BE IN STRICT ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AND/OR RECOMMENDATIONS. B. KNOTS AND RESINOUS WOOD REQUIRING PAINT SHALL BE SEALED WITH A PREPARED KNOT SEALER OR ALUMINUM PAINT PRIOR TO PRIMING. C. D. E. NAIL HOLES AND CRACKS SHALL BE FILLED WITH PUTTY. EXPOSED GALVANIZED SHEET METAL SHALL BE PAINTED (PREPAINTED WHEN ADJACENT TO OR WITHIN INTEGRAL COLOR PLASTER SURFACES). PAINTER SHALL PROVIDE WEATHER SEAL CAULKING AT ALL APPLICABLE LOCATIONS PER INDUSTRY STANDARDS. F. DO NOT OVER SPRAY ELECTRICAL PANELS , SUBPANELS OR OTHER NON FINISH LOCATIONS WITH GYPSUM BOARD TEXTURE OR PAINT. DIVISION 13 - SPECIAL CONSTRUCTION GENERAL NOTES - SECURITY 1. WORK SHALL COMPLY WITH CALIFORNIA BUILDING SECURITY CODE LATEST EDITION. 2. SWINGING DOORS. A. DOOR STOPS OF IN -SWINGING DOORS SHALL BE OF ONE PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBETT TO THE JAMB. B. ALL PIN -TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON -REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROJECTION UNLESS THE HINGE PINS ARE REMOVED. C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2" IN LENGTH. D. DEADBOLTS SHALL CONTAIN HARDENED INSERTS. E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8". F. A HOOK -SHAPED OR AN EXPANDING LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4". G. GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS. 3. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 4. SLIDING GLASS DOORS AND WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES. 5. OPEN ABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. DIVISION 15 - MECHANICAL 1. SEE DIVISION 1, NOTE 3. 2. CLEARANCES AROUND APPLIANCES TO ELEMENTS OF PERMANENT CONSTRUCTION, INCLUDING OTHER INSTALLED EQUIPMENT AND APPLIANCES, SHALL BE SUFFICIENT TO ALLOW INSPECTION, SERVICE, REPAIR OR REPLACEMENT WITHOUT REMOVING SUCH ELEMENTS OF PERMANENT CONSTRUCTION OR DISABLING THE FUNCTION OF A REQUIRED FIRE -RESISTANCE -RATED ASSEMBLY. CENTRAL FURNACES WITHIN COMPARTMENTS OR ALCOVES SHALL HAVE A MINIMUM WORKING SPACE CLEARANCE OF 3 INCHES ALONG THE SIDES, BACK AND TOP WITH A TOTAL WIDTH OF THE ENCLOSING SPACE BEING AT LEAST 12 INCHES WIDER THAN THE FURNACE. FURNACES HAVING A FIREBOX OPEN TO THE ATMOSPHERE SHALL HAVE AT LEAST 6 INCHES WORKING SPACE ALONG THE FRONT COMBUSTION CHAMBER SIDE. COMBUSTION AIR OPENINGS AT THE REAR OR SIDE OF THE COMPARTMENT SHALL COMPLY WITH THE REQUIREMENTS OF C.M.C. CHAPTER 7. 3. ATTICS CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FEET IN LENGTH MEASURED ALONG THE CENTER LINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. THE PASSAGEWAY SHALL HAVE CONTINUOUS SOLID FLOORING NOT LESS THAN 24 INCHES WIDE. A LEVEL SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 20 INCHES BY 30 INCHES, WHERE SUCH DIMENSIONS ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. ELECTRICAL REQUIREMENTS. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH THE C.E.C.. 4. UNDERFLOOR SPACES CONTAINING APPLIANCES REQUIRING ACCESS SHALL BE PROVIDED WITH AN ACCESS OPENING AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO REMOVE THE LARGEST APPLIANCE. THE PASSAGEWAY SHALL NOT BE LESS THAN 30 INCHES HIGH AND 22 INCHES WIDE, NOR MORE THAN 20 FEET IN LENGTH MEASURED ALONG THE CENTERLINE OF THE PASSAGEWAY FROM THE OPENING TO THE APPLIANCE. A LEVEL SERVICE SPACE NOT LESS THAN 30 INCHES DEEP AND 30 INCHES WIDE SHALL BE PRESENT AT THE FRONT OR SERVICE SIDE OF THE APPLIANCE. IF THE DEPTH OF THE PASSAGEWAY OR THE SERVICE SPACE EXCEEDS 12 INCHES BELOW THE ADJOINING GRADE, THE WALLS OF THE PASSAGEWAY SHALL BE LINED WITH CONCRETE OR MASONRY. SUCH CONCRETE OR MASONRY SHALL EXTEND A MINIMUM OF 4 INCHES ABOVE THE ADJOINING GRADE AND SHALL HAVE SUFFICIENT LATERAL - BEARING CAPACITY TO RESIST COLLAPSE. THE CLEAR ACCESS OPENING DIMENSIONS SHALL BE A MINIMUM OF 22 INCHES BY 30 INCHES WHERE SUCH DIMENSIONS ARE LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE. THE PASSAGEWAY IS NOT REQUIRED WHERE THE LEVEL SERVICE SPACE IS PRESENT WHEN THE ACCESS IS OPEN AND THE APPLIANCE IS CAPABLE OF BEING SERVICED AND REMOVED THROUGH THE REQUIRED OPENING. ELECTRICAL REQUIREMENTS. A LUMINAIRE CONTROLLED BY A SWITCH LOCATED AT THE REQUIRED PASSAGEWAY OPENING AND A RECEPTACLE OUTLET SHALL BE PROVIDED AT OR NEAR THE APPLIANCE LOCATION IN ACCORDANCE WITH THE C.E.C.. 5. VENTILATION SHALL COMPLY WITH C.M.C. CHAPTER 4. 6. RETURN AIR. RETURN AIR SHALL BE DESIGNED AND INSTALLED PER C.M.C. AND PER THE APPROVED MECHANICAL DRAWINGS. 7. EXHAUST SYSTEMS SHALL COMPLY WITH C.M.C. CHAPTER 5. DRYER VENT SHALL BE INSTALLED PER THE C.M.C.. INSTALLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL SIZE AND LOCATION OF THE DRYER VENT AND SHALL CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. DRYER EXHAUST DUCTS FOR CLOTHES DRYERS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. MAKEUP AIR. INSTALLATION EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKEUP AIR. WHERE A CLOSET IS DESIGNED FOR INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQUARE INCHES SHALL BE PROVIDED IN THE CLOSET ENCLOSURE. EXHAUST DUCTS FOR DOMESTIC CLOTHES DRYERS SHALL BE CONSTRUCTED OF METAL AND SHALL HAVE A SMOOTH INTERIOR FINISH. THE EXHAUST DUCT SHALL BE A MINIMUM NOMINAL SIZE OF 4 INCHES IN DIAMETER. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE OUTLET TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2-1/2 FEET FOR EACH 45 DEGREE BEND AND 5 FEET FOR EACH 90 DEGREE BEND. ENVIRONMENTAL AIR DUCTS (BATH EXHAUST, KITCHEN RANGE EXHAUST, DRYER VENTS SHALL TERMINATE OUTSIDE THE BUILDING AND SHALL HAVE BACK DRAFT DAMPERS. TERMINATION POINT FOR DISCHARGE SHALL BE THREE FEET MINIMUM FROM PROPERTY LINE AND THREE FEET MINIMUM FROM OPENINGS INTO THE BUILDING. 8. COMBUSTION AIR SHALL COMPLY WITH C.M.C. CHAPTER 7. ATTIC SPACE. WHERE COMBUSTION AIR IS OBTAINED FROM AN ATTIC AREA, THE ATTIC VENTILATING OPENINGS SHALL NOT BE SUBJECT TO ICE OR SNOW BLOCKAGE, AND THE ATTIC SHALL HAVE NOT LESS THAN 30 INCHES VERTICAL CLEAR HEIGHT AT ITS MAXIMUM POINT. ATTIC VENTILATION OPENINGS SHALL BE SUFFICIENT TO PROVIDE THE REQUIRED VOLUME OF COMBUSTION AIR AND THE ATTIC VENTILATION REQUIRED BY THE C.B.C.. THE COMBUSTION AIR OPENINGS SHALL BE PROVIDED WITH A SLEEVE OF NOT LESS THAN 0.019 INCH (NO. 26 GAGE) GALVANIZED STEEL OR OTHER APPROVED MATERIAL EXTENDING FROM THE APPLIANCE ENCLOSURE TO AT LEAST 6 INCHES ABOVE THE TOP OF THE CEILING JOISTS AND INSULATION. FINAL SIZE AND LOCATION OF ALL APPLIANCE COMBUSTION AIR SHALL BE THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 9. FACTORY BUILT CHIMNEYS SHALL COMPLY WITH C.M.C. SECTION 802.5 FACTORY BUILT CHIMNEYS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. FACTORY BUILT FIREPLACES. CHIMNEYS FOR USE WITH FACTORY BUILT FIREPLACES SHALL COMPLY WITH THE REQUIREMENTS OF UL 127. DECORATIVE SHROUDS. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY BUILT CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE WITH C.M.C. SECTION 304.1. 10. WATER HEATERS. WHERE WATER HEATERS OR HOT WATER STORAGE TANKS ARE INSTALLED IN LOCATIONS WHERE LEAKAGE OF THE TANKS OR CONNECTIONS WILL CAUSE DAMAGE, THE TANK OR WATER HEATER SHALL BE INSTALLED IN A GALVANIZED STEEL PAN HAVING A MINIMUM THICKNESS OF 24 GAGE OR OTHER PANS FOR SUCH USE. LISTED PANS SHALL COMPLY WITH CSA LC3. THE PAN SHALL BE NOT LESS THAN 1.5 INCHES DEEP AND SHALL BE OF SUFFICIENT SIZE AND SHAPE TO RECEIVE ALL DRIPPING AND CONDENSATE FROM THE TANK OR WATER HEATER. THE PAN SHALL BE DRAINED BY AN INDIRECT WASTE PIPE HAVING A MINIMUM DIAMETER OF 3/4 INCH OR THE OUTLET DIAMETER OF THE RELIEF VALVE, WHICHEVER IS LARGER. THE PAN DRAIN SHALL EXTEND FULL-SIZE AND TERMINATE OVER A SUITABLY LOCATED INDIRECT WASTE RECEPTOR OR SHALL EXTEND TO THE EXTERIOR OF THE BUILDING AND TERMINATE NOT LESS THAN 6 INCHES AND NOT MORE THAN 24 INCHES ABOVE THE ADJACENT GROUND SURFACE. FINAL LOCATION OF THE WATER HEATER VENT AND COMBUSTION AIR SHALL BE THE SOLE RESPONSIBILITY OF THE INSTALLING CONTRACTOR AND SHALL BE IN COMPLIANCE WITH ALL APPLICABLE CODES AND REGULATIONS. PROVIDE SEISMIC BRACING / STRAPS FOR WATER HEATER. PROVIDE ONE AT ONE THIRD THE OVERALL HEIGHT FROM THE TOP OF THE WATER HEATER AND ONE AT THE BOTTOM, ONE THIRD THE OVERALL HEIGHT FROM THE BOTTOM OF THE WATER HEATER. 11. FAU'S AND OR WATER HEATERS INSTALLED IN GARAGES SHALL BE ON A MINIMUM 18" HIGH PLATFORM. 12. EXHAUST FANS AT BATHROOM OR LAUNDRY ROOM AREAS TO PROVIDE A MINIMUM OF 50 CFM EXHAUST CAPACITY 13. DUCTS IN A PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM 0.019 INCH SHEET STEEL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 14. THE MECHANICAL CONTRACTOR SHALL SUPPLY THE BRAND NAME AND MODEL NUMBERS OF THE PROPOSED H.V.A.C. EQUIPMENT TO THE BUILDING DEPARTMENT OFFICIAL PRIOR TO INSTALLATION 15. FUEL -BURNING EQUIPMENT SHALL NOT BE INSTALLED IN A CLOSET, BATHROOM OR A ROOM READILY USABLE AS A BEDROOM, OR IN A ROOM COMPARTMENT OR ALCOVE OPENING DIRECTLY INTO ANY OF THESE. DIVISION 16 - ELECTRICAL 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CODES, RULES AND REGULATIONS OF GOVERNING AGENCIES AND SHALL COMPLY WITH THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. 2. PROVIDE GFCI AT EXTERIOR OUTLETS, CRAWL SPACE OUTLETS, UNFINISHED BASEMENT OUTLETS, BATHROOM OUTLETS, ALL KITCHEN OUTLETS AND BAR SINK OUTLETS. 3. EXTERIOR AND GARAGE OUTLETS SHALL HAVE WATER PROOF COVER. 4. ALL EQUIPMENT INSTALLED OUT OF DOORS AND EXPOSED TO WEATHER SHALL BE WEATHER PROOF AND LABELED FOR WET LOCATIONS. 5. RECEPTACLES IN KITCHEN AND BATHROOMS SHALL BE INSTALLED ABOVE THE COUNTERTOP. OUTLETS SHALL NOT BE LOCATED MORE THAN 20 INCHES ABOVE THE COUNTERTOP. OUTLETS SHALL NOT BE INSTALLED IN A FACE -UP POSITION. 6. RECEPTACLES OTHER THAN IN #5 ABOVE SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FLOOR UNLESS CALLED OUT OTHERWISE ON THE PLANS . 7. WALL SWITCHES TO BE 36" ABOVE FLOOR UNLESS CALLED OUT OTHERWISE ON THE PLANS . 8. ALL ELECTRICALLY OPERATED FIXTURES, OUTLETS, EQUIPMENT OR DEVICES SHALL BE INSTALLED OR CONNECTED BY THE CONTRACTOR AND SHALL BE LEFT FULLY CONNECTED TO PROPER ELECTRICAL SOURCE AND IN OPERATING CONDITION. 9. ALL RECEPTACLES SHALL BE GROUNDED TYPE. 10. INSTALL EXTERIOR LIGHT FIXTURES AT 78" ABOVE FINISHED FLOOR (AT SIDES AND REAR) OR ABOVE HEADER. INSTALL DECORATIVE LIGHTS AT 66" ABOVE FINISHED FLOOR AT ENTRY DOORS AND OTHER FRONT ELEVATION LOCATIONS.UNLESS OTHERWISE NOTED AT PLAN. 11. WALL SWITCHES CONNECTED TO DUPLEX OUTLETS SHALL OPERATE TOP RECEPTACLE ONLY ON EACH OUTLET. 12. ALL BRANCH CIRCUITS THAT SUPPLY OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. 13. OUTLET FOR MICROWAVE OVEN TO BE ON A SEPARATE CIRCUIT. 14. ELECTRICAL WIRING SHALL BE COPPER, NO ALUMINUM WIRING ALLOWED UNLESS CONTINUOUS SPECIAL INSPECTION IS PROVIDED. CONSULT CITY ORDINANCE ARTICLE 110 AND SECTION 110-115. 15. RECESSED LIGHTS AT INSULATED CEILINGS SHALL BE UL LISTED FOR DIRECT CONTACT WITH INSULATION.(ITC FIXTURES) 16. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING IS 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 AS REQUIRED FOR OVERCURRENT PROTECTION. WHERE MORE THAN ONE SMOKE ALARM IS 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. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: 1. 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 BUT 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 IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM AND CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY THIS SECTION SMOKE ALARM - SPECIFIC LOCATION REQUIREMENTS. - THE INSTALLATION OF SMOKE ALARMS AND SMOKE DETECTORS SHALL COMPLY WITH THE FOLLOWING REQUIREMENTS: (1) 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 100 °F (38 °C). (3) WHERE THE MOUNTING SURFACE COULD BECOME CONSIDERABLY WARMER OR COOLER THAN THE ROOM, SUCH AS 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. EXCEPTION: IONIZATION SMOKE ALARMS WITH AN ALARM SILENCING SWITCH OR PHOTOELECTRIC SMOKE ALARMS SHALL BE PERMITTED TO BE INSTALLED 10 FEET (3 M) OR GREATER FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 5) INSTALLATION NEAR BATHROOMS. SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3 FOOT (0.91 M) 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 CODE. (6) SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36 IN. (910 MM) HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW FROM THOSE REGISTERS. (7) SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36 IN. (910 MM) 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 SO THAT SMOKE RISING IN THE STAIRWAY CANNOT BE PREVENTED FROM REACHING THE SMOKE ALARM OR SMOKE DETECTOR BY AN INTERVENING DOOR OR OBSTRUCTION. (9) 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 CEILINGS (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. (300 MM) VERTICALLY DOWN FROM THE HIGHEST POINT. (11)SMOKE ALARMS AND DETECTORS INSTALLED IN ROOMS WITH JOISTS OR BEAMS SHALL COMPLY WITH THE REQUIREMENTS OF 17.7.3.2.4. (12) HEAT ALARMS AND DETECTORS INSTALLED IN ROOMS WITH JOISTS OR BEAMS SHALL COMPLY WITH THE REQUIREMENTS OF 17.6.3. *FOR ADDITIONAL REQUIREMENTS OR CLARIFICATION SEE NFPA 72. 17. CARBON MONOXIDE ALARMS - CARBON MONOXIDE ALARMS SHALL BE PROVIDED FOR AND INSTALLED PER CRC SECTION R315. POWER SUPPLY. CARBON MONOXIDE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK-UP. ALARM WIRING SHALL BE DIRECTLY CONNECTED TO THE PERMANENT BUILDING WIRING WITHOUT A DISCONNECTING SWITCH OTHER THAN AS REQUIRED FOR OVERCURRENT PROTECTION. INTERCONNECTION. WHERE MORE THAN ONE CARBON MONOXIDE ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT, THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. CARBON MONOXIDE ALARMS REQUIRED BY SECTION R315.2 SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTRUCTIONS IN THE FOLLOWING LOCATIONS: 1. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). 2. ON EVERY OCCUPIABLE LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. 3. WHERE A FUEL BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITHIN THE BEDROOM. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/29/202 By j 4S 3 o_ _c _c 3 >. 3 >. -0 0_ 0 -43 W ▪ >, 0 CP 0 c 0_ -0- L- 75 0 0 W _Q -43 4-, 0 4) C 0 ? 0 CL (ow co A: F- 4115 J3 o_ >. 41c 4, L 0 0 • CP W W J: IP J: w CP 4-, JL 0 el_ o -‹T u < 3 cp ? -43 -0 • 0 W W 4-, L C 0 4-' W 0 J: 0 0 L 0_ -‹ 0 <T- 4: cl5 0 __I CL 41) 0 -0 C C • - 4-, W -- 2 (T, ), ,f J4: 4, -0 W _▪ O L ° 4-, O °- E._ ›. 0 _',14 0 C, W • W • 3L ,, 4-, u 4- ,a W W ,t Gf 11:41):CW ,-11( 19E-; -43 0_1'3 _ 4-, W W 0_ W L W 0_ • X 4-, .• 4) -43 w C 0 0 4_ A: 4--, W - C 3 • >, -0 - c_ c o O o_ W -43 C L CP 10 41/ -43 • C 0 „▪ Y., C O c - _C 0- (3' 5_ 01 c0 CL JE „_.> 0 43 A: 0 <f ti) 0 oc w(T) 0_ la la • > o E Ill I -I a ig 0 Ill wig egis Z Z 7) la (*) Ce CO -I Iv) 2 tri ,seD ARc6,/,. 67 n ., - • s7-4,,,-/ (21 AGENT FOR 0 C.-) LSA ARCH. INC. cp si REN. 09-30-21 q;r > • IA, 1>*2. 'LI/ TEO A CA/ LIF. CORP. * C013818 ,):-/ \01 v co% °F CAO' STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE z Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet B.01 78'-4" 30'-2" 25'-8" 22'-6" 0 _I M EXIST 8036 (2) EXIST 38X? HIGH GLASS WDWS. EXIST 4036 BAR EXIST 4036 0 I N 9 EXIST 5050 EXIST 5050 EXIST 16080 SL GL DR. DINING FAMILY KITCHEN MASTER BEDROOM EXIST 2668 DUTCH DOOR NOOK ENTRY EXIST (3) 2668 FRENCH DOOR / / COVLRED COURT EXIS] / 8668 -K. vTO REPL ®CE, M / S TER ATH EXIST EXIST 2640 2640 L 1-XIS IING PI AN SCALE: 1/4" — 99 EXIST 2640 EXIST 3040 HALL EDR®0 GARAGE EXIST 6640 A TH 2 BATH 3 111 III III III III III III III III BEI DROOM 2 III 9'0"PLATE III111 III III EXIST 3040 EXIST 4014 EXIST 1640 9 I r 7'8"PLATE EXIST 6040 EXIST 1640 EXIST o 1640 c� cc? coW I c N CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE onrE06/29/2021 BY �F FIRST FLOOR REMODEL AREA SECOND FLOOR REMODEL AREA DEMO WALL - SEE STRUCTURAL D' S7 AGENT FOR 0 C) LSAARCH.INC. A CALIF. CORP. C013818 N� REN.09-30-21 i Q- 1' �y/TEC'��' Op CA0'c STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE • SA Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet A.01 EXISTING WALLS - SEE STRUCTURAL MAY HAVE ADDITIONAL INTERNAL STRUCTURE BAR 8'- 0" PLATE I DINING EXISTING EXISTING -NO CHANdE -NO CHANGE r7'-7.5" PLATE r7'-2" PLATE CALIFORNIA ELECTRICAL CODE - BRANCH CIRCUITS & RECEPTACLES ALL 120 VOLT, SINGLE PHASE, 15 $ 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHEN, DINING ROOMS, FAMILY ROOMS, LIVING ROOMS, PARLORS, LABRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, LAUNDRY AREAS, HALLWAYS AND SIMILAR ROOMS SHALL BE PROTECTED BY A LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. CEC 210.12 ALL RECEPTACLES, EXCEPT REQUIRED GFCI RECEPTACLES (SHOWN ON PLAN), SHALL BE ARC -FAULT CIRCUIT INTERRUPTER. CALIFORNIA MECHANICAL CODE CONDENSATE LINES FROM MECHANICAL EQUIPMENT SHALL DISCHARGE TO A PLUMBING FIXTURE OR STORM DRAIN BY MEANS OF AN INDIRECT WASTE PIPE. CONDENSATE LINES SHALL NOT TERMINATE IN LANDSCAPE OR YARD AREAS. (30c1.1 CMC) 044 • WAGFI • • • • • LED • • • • • • • • • • • • • ♦ I ♦ 1 ♦ I 1 ♦ LED 1 AGFI SCOND OOR U//L//Y LED. - ' AGFI FAMILY EXISTING -NO CHANGE MASTER BEDROOM EXISTING -NO CHANGE PROP01- D PLAN 1-1R1 SCALE: 1/4" = 1'-0" PLUMBING ALL NEW WASTE PIPING LINES CONTAINING/SERVICING A WATER CLOSET ARE TO BE CONNECTED TO A MINIMUM 4" PIPING. FIELD VERIFY AND GET FIELD INSPECTION OF PIPING. NOTIFY AND OBTAIN APPROVAL FROM THE LA QUINTA BUILDING DEPARTMENT OF ANY CHANGE REQUIRED. III \/ , If 1,-"1- , V I EXISTING W.H. AND FAU VENTS AGFIII � I LED LED AGFI uri 1I1 ': 1 4-LED AGFI LED �\ I \ A 1H KI TCHEN EXISTING -NO CHANGE NOOK EXISTING -NO CHANGE EN TR EXISTING -NO CHANGE /S TA r�Ew P //DR NEW MASTER //A RD EXISTING -NO CHANGE MASTER BATH REMODEL COV RED COURT N W 3068 FR. DR. TEMP. GL. 3'-4" HALL BEDROOM 3 EXISTING -NO CHANGE 39'-8" FIELD VERIFY FLAT ROOF EXISTING BATH 3 8' CLG. EXISTING -NO CHANGE NLW NEW FLAT ROOF -. 3030 GL. ' SEE ROOF PLAN NOTES AR A=27 f /'t2 FIXED WW SHGC-0.23, U RAI 30. TEA NF ATTIC 27 \26 28,.8 HC DR. BEDROOM A WALL UNIT NEW 6040 SL. WDW FLAT RO EXISTING 17'-10" FIELD VERIFY 0 D WDWN P. GL. 3030 FIXED WDW NEW BEDROOM /\ WALL AREA' SHGC GARAGE EXISTING -NO CHANGE B��ROOM 2 EXI1-ING N CHANGE III III 9'0"PLATE IIIIII III III Ul CHASE FOR EXISTING W.H. AND FAU VENTS NE 4' -.-.-.-.r.- PR. 2868 FR DR. MEW 2030 S.H. WDW TEMP. GL. AREA=6 _(ft2) SHGC-0. 3, U-0.3 DECK 1/4: 12 12'-8" FIELD VERIFY ROOF EXISTING 9'-2" FIELD VERIFY 7'8 "PLATE CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEOG/Z9/ZO21 By IF I- LOOR PLAN NO I I- S 1. PROVIDE BA TT INSULATION PER TITLE 24 REQUIREMENTS 2. RECESSED MEDICINE CABINET 3. VANITY. REFER TO INTERIOR DESIGN DWGS. 4. MIRROR. REFER TO INTERIOR DESIGN D WGS. 5. LINEN CABINET. REFER TO INTERIOR DESIGN DWGS. 6. SHOWER WITH CERAMIC TILE PAN AND WAINSCOAT TO ONE FULL TILE ABOVE SHOWER HEAD, 80" MIN. ABOVE DRAIN. SEE PLAN FOR PAN SIZE. PROVIDE SHATTER RESISTANT CLEAR GLASS ENCLOSURE. SEE GREEN BLDG. STDS. SHEET X. XX 7. TILE SEAT. 8. CEMENT, FIBER -CEMENT, FIBER -MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER -REINFORCED GYPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. 9. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH SHOWERS AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON ABSORBENT SURFACE TO A HEI GH T OF 72" ABOVE THE FLOOR. 10. PROVIDE SHELF AND POLE 11. 22"X30" ATTIC ACCESS 15. TRACE OF FLOOR ABOVE. 16. DUCT CHASE. PROVIDE DRAFT / FIRE STOP AS REQUIRED BY CODE. 17. PROVIDE COMBUSTION AIR PER MECH. DWGS. 25. 42" HIGH W.I. GUARDRAIL. SEE DETAIL X/XX DESIGN TO BE SELECTED BY OWNER 26. HANDRAIL - WALL MOUNT. SEE DETAIL X/XX 27. STAIRS - SEE FRAMING SECTIONS AND DETAIL 4/D.03 28. LOW WALL WITH CAP. 42" ABOVE HIGHEST ADJACENT FLOOR SURFACE. REFER TO INTERIOR DESIGN D WGS. 29. ENCLOSED USABLE SPACE UNDER STAIRWAYS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH MIN. 5/8" TYPE 'X' GYPSUM BOARD. CRC 302.7 35. STUCCO CEILING / SOFFIT 36. EXTERIOR DECK. DECK SHALL HAVE A SLOPE OF 1/4" PER 12" MIN (2%) FOR DRAINAGE. CRC 908.9 37. DECK SHALL HAVE A CLASS 'A' DECKING MATERIAL "ENDURO-FLEX KOTE" WATERPROOF DECKING (ICBO REPORT NO. 4223) APPLIED OVER PLYWOOD DECK SHEATHING PER STRUCTURAL AND MANUF. RECOMMENDATIONS. INSTALL PER MANUF. DETAILS, SPECIFICATIONS AND RECOMMENDATIONS. DECK SHALL HAVE A TILE FINISH PER OWNER SELECTION OVER. 50. APPROVED SMOKE ALARM PER C.R.C. SECTION 314. ALARM TO BE PERMANENTLY WIRED AND WITHOUT A DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. ALL SMOKE ALARMS TO BE WIRED TOGETHER FOR SIMULTANEOUS ALARM. ALL SMOKE ALARMS SHALL HAVE APPROVED BATTERY BACKUP. SEE GENERAL NOTES SHEET B. 01/DI V.16/I TEM16 FOR FULL REQUIREMENTS. 51. APPROVED CARBON MONOXIDE ALARM PER C.R.C. SECTION 314. ALARM TOBE PERMANENTLY WIRED AND WITHOUT A DISCONNECT SWITCH OTHER THAN THOSE REQUIRED FOR OVER CURRENT PROTECTION. ALL CARBON MONOXIDE ALARMS TO BE WIRED TOGETHER FOR SIMULTANEOUS ALARM. ALL CARBON MONOXIDE ALARMS SHALL HAVE APPROVED BATTERY BACKUP. SEE GENERAL NOTES SHEET B. 01/DI V.16/ITEM17 FOR FULL REQUIREMENTS. 52. FAU PER MECHANICAL DWGS. AND TITLE 24 NOTES. INSTALLATION MUST COMPLY WITH CMC AND CPC REQUIREMENTS. PROVIDE COMBUSTION AIR PER MECH. DWGS. PROVIDE 30" SQ. WORKING SPACE IN FRONT OF EACH UNIT. PROVIDE ALL REQUIRED CLEARANCES TO COMBUSTIBLE MAT'LS. PROVIDE ELECT. AND GAS AS REQUIRED. VERIFY WITH MANUF. SPECIFICATIONS. 53. RETURN AIR GRILL. FIELD INSTALL TO FAU BELOW 54. A.C. CONDENSOR LOCATION. SEE MECH. DWGS. PROVIDE CONCRETE PAD EXTENDING 3" MIN ABOVE GRADE - PER CMC. 55. PROVIDE 220V AT A.C. CONDENSER LOCATION. VERIFY EXACT LOCATION WITH H. V.A.C. CONTRACTOR PRIOR TO INSTALLATION. PROVIDE DISCONNECT SWITCH. 56. PROVIDE EXHAUST FAN (OR FAN/LIGHT COMBO). EXHAUST FAN SHALL BE CAPABLE OF PROVIDING 50 CFM EXHAUST CAPACITY. 57. VANITY / LAV LIGHTING. 58. CLOSET / STORAGE / PANTRY LIGHTING SHALL COMPLY WITH C.E.C. FOR MIN. CLEARANCE FROM STORAGE SPACE. 59. PROVIDE WHOLE HOUSE FAN PER TITLE 24 REQUIREMENTS. 65. LIGHTING CONSULTANT AND/OR BUILDER SHALL VERIFY STAIR LIGHTING IS SUFFICIENT TO MEET ALL APPLICABLE CODES AND REGULATIONS. NEW OR MODIFIED 2X4 WALL CONSTRUCTION - SEE STRUCTURAL NEW OR MODIFIED 2X6 WALL CONSTRUCTION - SEE STRUCTURAL EXISTING WALLS - SEE STRUCTURAL MAY HAVE ADDITIONAL INTERNAL STRUCTURE c L UN) 0 S -c 3 6 3 0 .s -0 u 0 Cl_ L L 0 -0 • c Q73 L -6 6U U 0 N 0 L O_ •3 N 0 O- 0 N 0 0. soli 1- -c 0 • u rnL N so L ID F C _ CL CP co _• � � > 0 0 a-> O N s 0- 0 • L.) 3 0 0 ID 0 1- 0 -c u L N C0 E 0 ID (J) L U -c u L J vO STF\ AGENT FOR C) LSAARCH.INC. K.. CALIF. CORP. C013818EN. 09-30-21irrEC'i��OF CA`\Fo STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE 0 z CL '✓j Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet A.02 45 TRACE OF PROPOSED 2ND FLOOR - FOR REFERENCE ROOF BEYOND STUCCO EXT. WALL MSTR. CLOSET l J MSTR. u u FAMILY '1-ClION A A 1-XIIING SCALE: 1/4" = 1 '-0" — TYPICAL THIS SHEET 12 4 I— ? W%�6 666 16 BEDROOM 4 VOID 40 41 45 MSTR. CLOSET MSTR. FAMILY 10 S C IION A PROPOSI D TRACE OF PROPOSED 2ND FLOOR - FOR REFERENCE ROOF BEYOND STUCCO EXT. WALL MSTR. BA. HALL P WDR. 11 EN TR Y FOYER 1 ION I- I ING LESS THAN 30" 12 4 BEDROOM 4 MSTR. BA. --------------- 23 ENTRY FOYER S C IION B B PROPOS D CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEO6/ZgI2O2'I By F 45 z 2 N TRACE OF PROPOSED 2ND FLOOR - FOR REFERENCE ROOF BEYOND STUCCO EXT. WALL 11 BED. 3 HALL 32 DECK 38 COVERED COURT 1 ION C C I- 1 ING • 15 39 41 40 1 BED. 3 HALL 10 41 COVERED COURT SI C I ION C C PROPOS D TITLE 24 SUMMARY - SEE TITLE 24 SHEETS THIS SET FOR COMPLETE INFORMATION 'r iect; Pa.ul.. Reim -- La.°uirite, CA Zone: 15 Remodeled Residenpe W. tl Insulation: R-15 in All New or Newly Opened 2.x4 Exterior Walls R-21 in Ali New ar Newly Opened 2x6 Exterior Walls Ceiling Insulation: R 38 in All NBIW Attic Areas with Additional R-21 Insulation Required Below Plywood Roof Deck in Vented Attic Space Radiant Foil Barrier: Not Required Gaol Roof (CRRC): Not Required Raised Floor Irrsulaflon: R-30 In All New Construction Blab Edge Insulation: None Hard Surface Flooring: None Required filirtimurn Furnace ARM: 8,2 HSPF for New Ductless Heat/Pump Minimum Heating Capacity: 6,277 BTUH for Upstairs Only Minimum A/C SEER: 14.0 SEER./11.0 EER for New NO A/C Tonnage Min.Sens.= 9,801 @ 115' for Upstairs Only WC Ste. By Mechanical Contractor} Dud insulation: N.A — Ductless Heat/Pump Glazing; All new windows and glass doors will have a weighted average NFRC Id -factor of .30 or less and a weighted average SHOO of .23 or lees with Low-E glass. Woteisj: 1) A new ductless heat pump HVAC system will be installed for the flew upstairs. 2) Use the existing water heater per the owner's request. 3) Use the existing HVAC system per the owner's request for IVNef floor. Sl-ClION NO11-5 5 6 7 8 9 10 15 16 17 20 21 22 23 24 25 26 30 31 32 35 36 37 38 39 40 41 42 45 PROVIDE BATT INSULATION PER TITLE 24 REQUIREMENTS RAFTERS — SEE STRUCTURAL PLANS FAUX RAFTER TAILS TO MATCH EXISTING SEE STRUCTURAL FOR CONNECTION CEILING JOISTS — SEE STRUCTURAL PLANS FLOOR JOISTS AND SHEATHING — SEE STRUCTURAL PLANS DECK JOISTS AND SHEATHING — SEE STRUCTURAL PLANS CONC. SLAB — EXISTING — SEE STRUCTURAL PLANS FOR MODIFICATIONS 2X4 STUDS AT 16" 0.C. 2X6 STUDS AT 16" 0.C. DOUBLE 2X TOP PLATES HEADER PER STRUCTURAL PLANS FLUSH BEAM WITH APPROVED HANGERS BEAM — SEE STRUCTURAL PLANS (3) 2X14 STAIR STRINGERS STAIRS — SEE DETAIL X FOR TYPICAL STAIR NOTES THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". STAIR TREADS SHALL BE OF UNIFORM SIZE AND SHAPE EXCEPT THE LARGEST TREAD RUN WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". ENCLOSED USABLE SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. (CRC 302.7) HANDRAILS SHALL COMPLY WITH C.R.C. SECT. 311.7.8 AND SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS. ENDS OF HANDRAILS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. HANDRAIL SHALL HAVE A HEIGHT NOT LESS THAN 34" HIGH AND NOT MORE THAN 38" HIGH MEASURED VERTICALLY FROM THE LEADING EDGE OF THE STAIR NOSING. AS APPLICABLE , THE SPACE OF INTERMEDIATE PICKETS SHALL BE SEPARATED AT A MAXIMUM OF 4" 0.C. SO AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH. 42" HIGH LOW WALL GUARDRAIL. PROVIDE WOOD CAP WITH EASED EDGES. 42" HIGH WROUGHT IRON GUARDRAIL. GUARD SHALL COMPLY WITH C.R.C. SECTION 312 AND SHALL BE NOT LESS THAN 42" HIGH. SPACE OF INTERMEDIATE PICKETS SHALL BE SEPARATED AT A MAXIMUM OF 4" 0.C. SO AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH. VERIFY DESIGN PATTERN WITH OWNER. STUCCO SHELF WITH WATER PROOF MEMBRANE — SLOPE TO DRAIN. BUILT UP CANT FOR POSITIVE WATER RUNOFF EXTERIOR DECK. DECK SHALL HAVE A SLOPE OF 1/4" PER 12" MIN (2%) FOR DRAINAGE. CRC 908.9 DECK SHALL HAVE A CLASS 'A' DECKING MATERIAL "ENDURO—FLEX KOTE" WATERPROOF DECKING (ICBO REPORT NO. 4223) APPLIED OVER PLYWOOD DECK SHEATHING PER STRUCTURAL AND MANUF. RECOMMENDATIONS. INSTALL PER MANUF. DETAILS, SPECIFICATIONS AND RECOMMENDATIONS. DECK SHALL HAVE A TILE FINISH PER OWNER SELECTION OVER. BUILT UP —CLASS A ROOFING — SEE ROOF PLAN TYPICAL EXTERIOR STUCCO FINISH G.I. FLASH AT ROOF TO WALL — SEE ROOF PLAN BUILT UP OR G.I. CANT FOR ROOF DRAINAGE SEE ROOF PLAN EXISTING ROOF ELEMENT — TO REMAIN GENERAL BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL ENGINEERING CONDITIONS, CONNECTIONS, OR MATERIALS. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR ALL SUPERCEDING STRUCTURAL REQUIREMENTS. REPORT ANY DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. REFER TO FRAMING PLAN FOR SIZE AND SPACING OF ALL STRUCTURAL MEMBERS. TRUSS PLANS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO START OF CONSTRUCTION. REFER TO SHEET T-24 FOR INSULATION REQUIREMENTS. SNUB TRUSS AT PLATE LINE WHEREVER ADJACENT CONVENTIONAL RAFTER JOISTS OCCUR TO ALIGN ROOF SHEATHING. P C 3 N to L O_ x S 0 S_ O L O c O L O_ L L O O p▪ P U C 0_ -0- -0 Q, 0 - a �� 0 N C �� O N (r) s co .CP s U L N 0) S L 0 0 C O 3 a v��S0D ARc ,, • D• STF, F? AGENT FOR 0 U LSA ARCH. IIVC. A CALIF. CORP. * C013818 > cp Ch REN. 09-30-21 ' 9� �y/TEC'��c ®Q� ®F CA'-\� STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE (f • SA Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet A.03 TRACE OF PROPOSED 2ND FLOOR - FOR REFERENCE ROOF BEYOND STUCCO EXT. WALL BATH 3 BATH 2 HALL W.H. S C IION D D I- IING SCALE: 1/4" = 1 '-0" — TYPICAL THIS SHEET 45 12 4 I— r BATH 3 5 7 16 BATH 4 8 BATH 2 SITTING HALL W.H. 10 15 39 41 40 41 COVERED COURT S C IION D D PROPOS D 45 FAMILY F.P. AREA HALL COA POWDER 42 45 12 4I— COVERED COURT J FAU W.H. r I- IING COVERED COURT 6811111)11114411)6411)6411)6411) FAMILY F.P. AREA HALL 26 25 24 23 40 COVERED COURT S C IION VENT/DUCT CHASE • FAU • W.H. PROVIDE TYP. G.I. STUCCO SCREED TO 4'' ABOVE ADJACENT HARD SURFACE 1 PROPOS D CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE o,arE06/29/2021 By F. 15 42 COVERED COURT Paul Rolm -- L .Quints, CA Zane: 15 - SHCFTC THEJC LMP COMPLETETITLE24 INFORMATIONSUMMARYSEETITLE C model@�# esiCler Wain Insulation: R-115 in All New or Newly Opened 2x4 Exterior Wails R-21 in Ai New or Newly Opened 2x6 Exterior Waills. Ceiling Insulation: R-38 in All New Attic Areas with Additional R-21 Insulation Required Below Plywood Roof Deck i Vented Attic Space Radiant Foil Barrier: Not Required Coal Roof (CRRC) Not Required Fold Floor insulation;; R-30 in All New C.cnstruction Slab Edge insulation: None Hard Surface Flooring, None Required Minimum Furnace AFLIE: 8,2 HSPF for New Ductless Heat/Pump Minimum 'leafing Capacity: 6,277 BTUH for Upstairs Only Minimum .Alt SEER 14.0 SEERi11.0 EER for New AfO ►4/C Tonrtag.e Min.Sens.= 9,301 i 115° for Upstairs Only (A/C Size fey Mechanical Contractor) Duct insulation: N.A -- 'Ductless Heat/Pump Glazing: All new windows and glass doors will have a weighted average NFRC U-factor of .30 or less and a weighted average SHOO of .23 or less with Low-E glass. Note(s): 1) A new ductless heat/pump HVAC system will be installed for the new upstairs. 2) Use the existing water heater per the owner's request. 3) Use the existing HVAC system per the owner's request for the lower floor. Sl-ClION NO11-5 1 5 6 7 8 9 10 15 16 17 20 21 22 23 24 25 26 30 31 32 35 36 37 38 39 40 41 42 45 PROVIDE BATT INSULATION PER TITLE 24 REQUIREMENTS RAFTERS — SEE STRUCTURAL PLANS FAUX RAFTER TAILS TO MATCH EXISTING SEE STRUCTURAL FOR CONNECTION CEILING JOISTS — SEE STRUCTURAL PLANS FLOOR JOISTS AND SHEATHING — SEE STRUCTURAL PLANS DECK JOISTS AND SHEATHING — SEE STRUCTURAL PLANS CONC. SLAB — EXISTING — SEE STRUCTURAL PLANS FOR MODIFICATIONS 2X4 STUDS AT 16" 0.C. 2X6 STUDS AT 16" 0.C. DOUBLE 2X TOP PLATES HEADER PER STRUCTURAL PLANS FLUSH BEAM WITH APPROVED HANGERS BEAM — SEE STRUCTURAL PLANS (3) 2X14 STAIR STRINGERS STAIRS — SEE DETAIL X FOR TYPICAL STAIR NOTES THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". STAIR TREADS SHALL BE OF UNIFORM SIZE AND SHAPE EXCEPT THE LARGEST TREAD RUN WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". ENCLOSED USABLE SPACE UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. (CRC 302.7) HANDRAILS SHALL COMPLY WITH C.R.C. SECT. 311.7.8 AND SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE STAIRS. ENDS OF HANDRAILS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. HANDRAIL SHALL HAVE A HEIGHT NOT LESS THAN 34" HIGH AND NOT MORE THAN 38" HIGH MEASURED VERTICALLY FROM THE LEADING EDGE OF THE STAIR NOSING. AS APPLICABLE , THE SPACE OF INTERMEDIATE PICKETS SHALL BE SEPARATED AT A MAXIMUM OF 4" 0.C. SO AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH. 42" HIGH LOW WALL GUARDRAIL. PROVIDE WOOD CAP WITH EASED EDGES. 42" HIGH WROUGHT IRON GUARDRAIL. GUARD SHALL COMPLY WITH C.R.C. SECTION 312 AND SHALL BE NOT LESS THAN 42" HIGH. SPACE OF INTERMEDIATE PICKETS SHALL BE SEPARATED AT A MAXIMUM OF 4" 0.C. SO AS TO NOT ALLOW A 4" SPHERE TO PASS THROUGH. VERIFY DESIGN PATTERN WITH OWNER. STUCCO SHELF WITH WATER PROOF MEMBRANE — SLOPE TO DRAIN. BUILT UP CANT FOR POSITIVE WATER RUNOFF EXTERIOR DECK. DECK SHALL HAVE A SLOPE OF 1/4" PER 12" MIN (2%) FOR DRAINAGE. CRC 908.9 DECK SHALL HAVE A CLASS 'A' DECKING MATERIAL "ENDURO—FLEX KOTE" WATERPROOF DECKING (ICBO REPORT NO. 4223) APPLIED OVER PLYWOOD DECK SHEATHING PER STRUCTURAL AND MANUF. RECOMMENDATIONS. INSTALL PER MANUF. DETAILS, SPECI F/ CA TIONS AND RECOMMENDATIONS. DECK SHALL HAVE A TILE FINISH PER OWNER SELECTION OVER. BUILT UP —CLASS A ROOFING — SEE ROOF PLAN TYPICAL EXTERIOR STUCCO FINISH G.I. FLASH AT ROOF TO WALL — SEE ROOF PLAN BUILT UP OR G.I. CANT FOR ROOF DRAINAGE SEE ROOF PLAN EXISTING ROOF ELEMENT — TO REMAIN GENERAL BUILDING FRAMING SECTIONS REPRESENT APPROXIMATE ARCHITECTURAL RELATIONSHIPS ONLY AND DO NOT NECESSARILY REPRESENT STRUCTURAL ENGINEERING CONDITIONS, CONNECTIONS, OR MATERIALS. REFER TO STRUCTURAL ENGINEER'S DRAWINGS FOR ALL SUPERCEDING STRUCTURAL REQUIREMENTS. REPORT ANY DISCREPANCIES IMMEDIATELY PRIOR TO PROCEEDING WITH WORK. REFER TO FRAMING PLAN FOR SIZE AND SPACING OF ALL STRUCTURAL MEMBERS. TRUSS PLANS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO START OF CONSTRUCTION. REFER TO SHEET T-24 FOR INSULATION REQUIREMENTS. SNUB TRUSS AT PLATE LINE WHEREVER ADJACENT CONVENTIONAL RAFTER JOISTS OCCUR TO ALIGN ROOF SHEATHING. (5) (1) S L 0 O D v�00) ARc ,, •�S • STF/< Fo AGENT FOR 0 U LSA ARCH. IIVC. A CALIF. CORP. * C013818 > Np 9 REN. 09-30-21 Q- 9� �y/TEC'��c ®Q� ®F CA0-\ 1 STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE (f • SA Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet A.04 XIS 1 ING SOU I 1 VA 1 ION SCALE: 1/4" _ ,9 p .i �,..t,. t L,L,t L,1,,I LL 1 TEMP TEMP I_I_ _I_I 2 1 POSSIBLY ADD ROOF EXTENSION TO SOFTEN FRONT ELEV — REVIEW — ROOF WOULD ADD LOAD TO BEDROOM RIDGE BEAM PROPOY- D 1 1 VA 1 ION BI OCK SCALE: 1/4" = 1' 99 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE onrE06/29/2021 By jF NO CHANGE Eo co 11 V 0/ 1 3 4 TYPICAL 3 COAT STUCCO OVER BUILDING PAPER/S. SMOOTH FINISH TO MATCH EXISTING 42" HIGH W.I. GUARDRAIL DESIGN TO BE SELECTED BY OWNER FAUX RAFTER TAILS TO MA TCH EXISTING SEE STRUCTURAL FOR CONNECTION BUILT UP CANT FOR POSITIVE WATER RUNOFF N s 0 s C O p G�_SeD ARc ,, • D • STF/ F1 AGENT FOR 0 U LSAARCH. INC. A CALIF. CORP. * C013818 > Np s REN. 09-30-21 Q- 9� �y/TEC'��c ®Q� OF CA'-\� STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE (ff c c, 12L (ff Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet A.05 u H H H H H H H H 1-XIIING AS I I-1 I- VAIION SCALE: 1/4" - 99 H H H H H H H H H H H PROPOS D A, I 1 VA 1 ION BI OCK SCALE: 1/4" =1 '0" i CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEO6/29/2OZBY �r CO cO NO CHANGE 11 V 0/ 1 3 4 TYPICAL 3 COAT STUCCO OVER BUILDING PAPER/S. SMOOTH FINISH TO MATCH EXISTING 42" HIGH W.I. GUARDRAIL DESIGN TO BE SELECTED BY OWNER FAUX RAFTER TAILS TO MATCH EXISTING SEE STRUCTURAL FOR CONNECTION BUILT UP CANT FOR POSITIVE WATER RUNOFF v`��StD ARC,y,T • D • STF/< F1 AGENT FOR 0 U LSA ARCH. IIVC. A CALIF. CORP. * C013818 > Np Ch REN. 09-30-21 Q- 9� �y/TEC'��c ®Q� OF CA'-\', STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE (ff 12L 2, • SA Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet A.06 Z 60o ti Z Z 60o 1 XISIING SCALE: 1/4" — //I 1 VA IION 99 / / 1I 1 / / PROPOSI D SCALE: 1/4" = 81-S1 II VA IION 81 OCK CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/29/2021 By jF NO CHANGE / 11 V 0/ 1 3 4 TYPICAL 3 COAT STUCCO OVER BUILDING PAPER/S. SMOOTH FINISH TO MATCH EXISTING 42" HIGH W.I. GUARDRAIL DESIGN TO BE SELECTED BY OWNER FAUX RAFTER TAILS TO MA TCH EXISTING SEE STRUCTURAL FOR CONNECTION BUILT UP CANT FOR POSITIVE WATER RUNOFF ) C O G�,SeD ARC,y,T • D • STF/1 �1 AGENT FOR 0 U LSA ARCH. IIVC. A CALIF. CORP. * C013818 > Np Ch REN. 09-30-21 Q- 9� �y/TEC'��c ®Q� ®F CA'-\', STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE (f • SA C >0 N Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: 0 Drawn: Date: 05-12-21 Sheet A.07 r id id id id id 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 �'. 1 X/S// SCALE: 1/4" _ CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE onre06/29/2021 By F _ 1 I 1 1 Ll Ll Ll Ll Ll Ll Lf Lf Lf Lf Lf Lf Lf ) 1 G R001- PI AN 99 EXI S TI N N PROPOSI D ROO/ PI A C C C C C G C C C C C C�C r, C C C r, r, r, r, r, r, r, r, r, ( C C C r, r, r, r, r, r, rr Cr Cr ( C C C r, r, r, r, r, r, r,r r�r C C C r, C r, r, r, r, r, r, C, C C C C C C C r, r, r, r, r,T Cr r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; CCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCC C C C C C C C C C C C C C C C C C C CCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCCCCC C C C C C C C C C C C C C C C C C C CCCCCCCCCCCCCCCCCC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C -CCCCCCCCCCCCCCCCCC C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; r; C C C C C C C C C C C C C C C C C C ( (CCCCCCCCCCCCCCCCCC r,r,r,r,r,rrrr,r,r,r,r,r,r,r,r,r, CCCCC CCCCCCCCCC r����r-C��r---)r---)r—)r—)r—)r—) (r,r,r,r,r-d— r,r,r,r,r,r,r,r,r,r, _'�����r --ri��Ti�Ti�Ti r..rrrr r,r,r,r,r,r,r,r,r,r,(( r; r; r; r, ( t (' C C C C C C C C C � C C C� _= C C C r C C C Ami r;r;r;r;r;r;r;r; r, r, r, r, r, r, C; C C C C C C Cr r; r; r; r rT C F r, r, r, r,� T�ra C C C C C C C C C C C C C C C_ rrrrrrrr T— r= C -C -C^C -C - FLAT EXISTING rCC C C rT CT CSC C C rT CC C C 3 OPEN COURT FLAT '00F FLAT ROOF EXISTING + 0 REF NEW FLAT ROOF + AREA #2 NEW FRENCE ) ) ) ) ) ) ) ) I IC 1/1- N 1 II A 1 ION AREA AREA #1 AREA #2 A ATTIC AREA B CALCULATED NET FREE TTIC VENTILATION REQUIRED O'HAGEN VENTS (95 SQ. IN./UNIT) 8 0 G.I. SCREENED AND LOUVERED WALL VENT AT OPEN SIDE 0 2 TOTAL AREA PROVIDED 760 200 ALL VENT OPENINGS SHALL BE COVERED W/ 1/4" CORROSION RESISTANT METAL MESH. FRAMER SHALL BE RESPONSIBLE FOR COORDINATING W/TRUSS MFR. TO ACCOMMODATE ALL ATTIC VENTS ALL VENTS SHALL BE INSTALLED SO AS TO MAKE THEM WATER —PROOF AND WALL MOUNTED LOUVERS SHALL BE SEALED AND FLASHED WITH "MOISTOP" N THE SAME MANNER PRESCRIBED FOR WINDOW PROVOE APPROVED INSULATION DAMS 'BAFFLES) WHERE VENT BLOCKS ARE USED BETWELN ROOF FRAMING MEMBERS TO PREVENT VENT HOLES BEING BLOCKED BY INSULATION. PAINT DORMER VENTS TO MATCH ROOF COLOR. ENCLOSE ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VEULATION FOR EACH SEPARATE ATTC SPACE. A NET FREE VENTLATNG AREA OF NOT LESS THAN 1/150 OF THE SPACE ROOF MATERIAL : CLAY BARREL TILE TO MATCH EXISTING ICC—ES ESR TO BE SUBMITTED TO THE CITY FOR APPROVAL PRIOR TO CONSTRUCTION EN CLASS A - BUILT UP ROOFNG SYSTEM GAF GAFGLAS BUR SYSTEM - UL ER 1306-02 BASE PLY - ONE PLY TYPE G2 GAFGLAS #75 BASE SHEET FULLY ADHERED WITH HOT ROOFING ASPHALT ADDITIONAL PLEE - ONE PLY TYPE G1 GAFGLAS FLEXPLY 6 FULLY ADHERED WITH HOT ROOFING ASPHALT CAP PLY - RUBBEROID MOP GRANULE FR FULLY ADHERED WITH HOT ROOFING ASPHALT NOTE HOT ROOFNG ASPHALT SHALL CONFORM TYPE HI OR TYPE N. THE ADHESNE USED TO ADHERE GAF'S BUR MEMBRANES TO THE NSULATION OR ROOFNG SUBSTRATE SHALL BE AS SPECIFIED BY GAF. ROO/ 0 II 2 3 4 5 6 NEW FLAT ROOF + 24" TO RELOCATE DUCTWORK — FIELD VERIFY UPON DEMOLITION CLASS 'A' MISSION TILE ROOFING TO MATCH EXISTING CLASS 'A' BUILT UP ROOFING PROVIDE 26 GA G.I. FLASHING AT ALL ROOF TO WALL CONDITIONS. CONDITION VARIES SEE DETAILS 3,6,7,8/D.02 SIM. PROVIDE BUILT UP CANT FOR POSITIVE WATER RUN OFF SLOPE ROOF TO DRAIN NOTE: ROOF MATERIALS INSTALLED ON STRUCTURES SHALL BE NON COMBUSTIBLE OR CLASS A TYPE ALUMINUM GUTTERS —STANDARD AROUND PERIMETER EXCEPT WHERE ONE ROOF OVERHANGS ON TO ANOTHER (LOWER) ROOF. THEN THE LOWER ROOF ONLY WILL HAVE RAIN GUTTERS. CONTRACTOR SHALL PROVIDE LAYOUT DRAWINGS TO BUILDER PRIOR TO CP CO CP 0 OC 0. la L1J o Ill la 3 ce 0 rerg egis im 7) w, ch tri AGENT FOR 0 STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE 12L 12L Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet A.08 SCALE: 1/4" _ 99 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEOG/Z9/ZO2BY �r N.I. POST BOO PROVIDE APPROVED URET 4NE SEALANT ON 4 �� ALL 4 SIDES ON W.I. POST BASE COVER I I/2" — SEE STUCT. DINGS. IO ( 5/8" EXT. GRADE MINIMUN) MANITORY 1/8" GAPS BETWEEN ALL DECK SHEETING DECK RAIL BASE SEE STRUC. ENGINEERING FOR CONNECTION DETAILS. GUARDRAIL/HANDRAIL CONNECTION DETAILS SHALL BE ADEQUATE TO WITHSTAND A 20-POUNDS-PER-FOOT LATERAL LOAD. WOOD CAP LOW WALL / GUARDWALL TRACE OF THRESHOL INSTALL PER MANUF. SPECIFICATIONS 1 DECK TO THRESHOLD DOOR THRESHOLD TREX BRACKET EMBEDED INTO FOUNDATION @ WALL END IF FREE STANDING BULLNOSE METAL CORNER BEAD (2) 2X TOP CAP 1/2" GYP. BOARD 2X STUDS AT 16" O.C. (SEE PLAN) 2X SILL PLATE (P.T.D.F. AT CONC. SLAB) WOOD BASE TOP OF SLAB OR TOP OF SUB FLOOR GREATER THAN 3/4" ADD TREX FILLER G.I. FLASH SEE DET. BELOW CONTINUE TREX THE FULL LENGTH OF TRESHOLD. SEE BELOW 1/2" MAX @ OUTSWINGING DOORS DECKING MATERIAL PER PLAN CONT. TREX DOOR THRESHOLD AT DECK METAL LA PROVIDE APPROVED URETHANE SEALANT AT SURROUNDING MOUNTING BRACKET AND WITH -IN BOLT HOLES PROVIDE APPROVED URETHANE SEALANT ON ALL 4 SIDES ON W.I. POST BASE COV W.I. POST BOOT DECK W.I. GUARDRAIL G.I. BASE PLATE 6 8 9 STAIR NOTES R31 1.7.5.1 RISERS. THE MAXIMUM RISER HEIGHT SHALL BE 7.75 INCHES. THE RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE ADJACENT TREADS. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. RISERS SHALL BE VERTICAL OR SLOPED FROM THE UNDERSIDE OF THE NOSING OF THE TREAD ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM THE VERTICAL. OPEN RISERS ARE PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH-DIAMETER SPHERE. EXCEPTION: THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES OR LESS R311.7.5.2 TREADS. THE MINIMUM TREAD DEPTH SHALL BE 10 INCHES. THE TREAD DEPTH SHALL BE MEASURED HORIZONTALLY BETWEEN THE VERTICAL PLANES OF THE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A RIGHT ANGLE TO THE TREADS LEADING EDGE. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8 INCH. MINIMUM CLEAR HEADROOM ABOVE NOSE OF STAIR TREADS SHALL BE 6'-8" MAXIMUM STAIR RISER HEIGHT SHALL BE 7.75" MINIMUM STAIR TREAD RUN SHALL BE 10" FINISH TREAD AND RISER PER OWNER 1 1 /8" PLYWOOD TREADS WITH 3/4" PLYWO D RISER PEA PLAN 1" 10" MIN. 2X STAIR STRINGER PER STRUCT. DWG. 2X4 P.T.D.F. THRUST PLATE ANCHORED WITH SHOT PINS AT 18" 0.C. WITH 2" DIA. WASHERS STAIR STRINGER AT FLOOR FINISH TREAD AND RISER PER OWNER 1 1 /8" PLYWOOD TREADS WITH 3/4" PLYWOOD RISER PE PLAN 1" 10" MIN. 2X STAIR STRINGER PER STRUCT. DWG. 1 1 /8" PLYWOOD TREADS WITH 3/4" PLYWOOD RISERS GLUED AND SCREWED TO 2X14 STRINGERS. 1 1/2" SPACE TO WALLS FOR SKIRT BOARDS. SHORT WALLS AT BOXED STAIRS TIED WITH EXTENDED RISERS. STAIR AT HEAD TYPICAL STAIR NOTES 4 SEE STRUC. ENGINEERING FOR CONNECTION DETAILS. GUARDRAIL/HANDRAIL CONNECTION DETAILS SHALL BE ADEQUATE TO WITHSTAND A 20-POUNDS-PER-FOOT LATERAL LOAD. HANDRAIL. 1 1/2" MIN. EACH. EQUALLY SPREAD HANDRAIL BRACKETS NO MORE THAN 4 FT. IN ANY RUN. W/0 BRACKET ATTACH TO WALL W/ 3/16" DIA. X2 1/2" LONG LAG BOLTS THROUGH GYP. BD. TO BLK'G. PROVIDE METAL SLEEVES AT LAG BOLT ATTACHMENT 2X12 CONT. FLAT BLKG. N 2X STUD WALL FRAMING. 34" — 38" ABOVE TREAD NOSING WALL MOUNT HANDRAIL 5 ENDURO-FLEX KOTE FINAL COAT TO COVER VERTICAL FLASHIN APPLY MANUFACTERER'S - RECOMMENDED JOINT SEALANT AFTER COMPLETION OF PLI- E BASE DECK TO WALL BLDG. PAPER TO LAP OVER METAL FLASHING MIN 2"X6" 28 GAUGE GALVANIZED , BONDERIZED L-METAL STUCCO SYSTEM TYPICAL z_ WEEP SCREED FLASHING PLI-DECK FINAL COAT PLI-DECK BASE COAT _5/8" PLYWOOD DECK 1 RUN METAL LATH TO EDG OF THE HORIZENTAL SURFAIE ENDURO-FLEX KOTE ICC-ES ESR -4223 II 5/8" MIN. EXT. GRADE PLYWOOD (3/4" RECOMMENDED) SLOPE 1/4" PER 12" WITH 1/8" GAP BETWEEN SHEETS 1/6" TO 3/16" GRAVEL STOP G.I. DECK EDGE FLASHING 1 /4" DRIP EDGE 1 X STUCCO STOP W/ 9" MOISTOP NEXT BEHIND 1 X 2X TRIM OR MULTI TRIM PER ELEV. - STUCCO OVER DECK EDGE 2 WROUGHT IRON W/ MACHINE POWDER COAT FINISH 2X2 1X1 SPACED MAX. 4"0.C. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW & APPROVAL BY OWNER. NO STAIR, HANDRAILS, POSTS, OR RAILINGS SHALL BE INSTALLED WITHOUT WRITTEN APPROVAL BY OWNER PRIOR TO INSTALLATION BASED UPON REVIEW OF ABOVE SHOP DRAWINGS. SEE STRUC. ENGINEERING FOR CONNECTION DETAILS. GUARDRAIL/ HANDRAIL CONNECTION DETAILS SHALL BE ADEQUATE TO WITHSTAND A 20-POUNDS-PER-FOOT LATERAL LOAD. SLOPE 1 /4":1'-0" W.I. RAIL SEE DET. 8/D.4 AND 2/D.5 FOR TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. VARIES - 0" TO SEE PLAN FOR SETBACK DISTANCE PLI-DEK G.I. DECK EDGE FLASHING 1X STUCCO STOP W/ 9" MOISTOP NEXT BEHIND 1 X 2X TRIM OR MULTI TRIM PER ELEV. - STUCCO OVER G.I. STUCCO STOP AND DRIP EDGE STUCCO SOFFIT DECK GUARDRAIL 3 any way without the express written -O U 0 O L O_ L L 0 0 0 U 0_ -0 0 0 0 L -15 O 0 6 O N s 0 s L L O Q O AGENT FOR 0 CJ LSA ARCH. INC.' A CALIF. CORP. p, C013818 N� REN.09-30-21 Q- 9,9:, �yt rEC�NO, OF CAm-\F STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet D.01 APPROVED RATED STUCCO FINISH 2XSTUDS ATT 16" O.C. CAULK VENT CAP — UNDERLAYMENT (2 LAYERS) 30# WIRE LATH 1 ALUMINUM A.S.T.M. FELT MIN. AT ALL FLASHING HAND ROOFS BUILDING PAPER (2) LAYERS 60 FORM TO TILE SH CRIMP OVER MINUTE JUMBO TEX 2x P.T.D.F. SILL PLATE — ANNULAR SPACES AROUND PIPES, ELECT. G.I. FLASHING — PAINT TO MATCH STUCCO —TYP. PLUMBING VENT ROOFING MASTIC ROOF JACK — CABLES, CONDUITS OR OTHER OPENS IN SOLE PLATES AT EXT. WALLS SHALL INTERIOR FINISH COLLAR BUILT UP CANT BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS IN ACCORDANCE WITH THE GALV. PLUMBER — — E VENTS CAL GREEN BLDG. STANDS CODE CLASS A BUILT UP —CHAPT 4, DIV. 4.4. TILE ROOF olsorr- ft'" / i� // EAPPROVEDbEALANI ROOFING SLOPE --------> (2) CONT. ROPE CAULKING 26 GA. G.I. CORROSION RESISTANT OR PLASTIC WEEP ° [7° ° ° ° 1 /4" GAP MIN. ° SCREED W/ A MIN. 3-1/2" VERTICAL FLANGE AT OR BELOW FOUND. PLATE ? n f a ° ° I ° ° ° ° ° ° d SOLID HING LINE. ° d ° ° RAFTER (2) LAYERS 30 LB. MAINTAIN MIN. 1" HARD ROOFJOTSOR TRUSSES ::NDATION OR STEM WALL ANCHOR BOLT SEE COMBUSTIBLES FOUNDATION PLAN FLASHING DETAIL -ROOF VENT AT TILE ROOF 4 EXT. PLASTER SCREED ON DEEPER FOOTING 1 8 G.I. CAP WITH SLOPE TYP. ROOFING MATERIAL WOOD STUCCO STOP TO DRAIN PROVIDE SLOPE DRIP EDGE RIDGE TILE CEMENT (2) LAYERS OF 30# ASTM INSTALLED OVER AND UNDER RIDGE BOARD GROUT FILL RIDGE TILE UNDERLAYMENT (2 LAYERS) CEMENT GROUT FILL 36" CONT. ROOF 0/ PAPER 30# A.S.T.M. G.I. FLASHING — PAINT TO MATCH STUCCO FELT MIN. AT ALL ROOFS • —TYP. //�,�/\\-.. :...:........ BUILT UP CANT /2'MI'i _AP J CLASS A BUILT 2X SCLID BLOCKING ROOFING C PLYWOOD SHEATHING FRAMING MEMBER NOTE: 1. PROVIDE NAILING AND WIND CLIPS PER MFRS. INSTALLATION PROCEDURES 2. PROVIDE NIGH WIND ANCHORS AT TILE INSTALLATIONS WHERE REQUIRED. ROOF JOISTS PER STRUCTURAL 9 5 2 (2) LAYERS 60 MIN. GRADE D JUMBO TEX BY NOTE: CAULK HEADS OR ALI NAIL PENETRATION THROUGH SHEET METAL W/ TOP-900 LAYERS JUMBO TEX 60 MINUTE FORTIFIBER G.I. FLASHING. CAULK ALL NAIL PENETRATIONS W/ APPROVED SEALANT Ll z_ G.I. FLASHING CITY BUILDING 06/29/2021IPDATE REVIEW COMPLIANCE OF CODE LA DIVISION BY QUINTA FOR AND COUNTERFLASHING UNDERLAYMENT (2 LAYERS) SHEET 16" 30# A.S.T.M. FELT MIN. �., rn — ABOVE AND 6" BELOW ROOFING AND EACH - MATERIAL �c, SEE ROOF PLAN "' \ SIDE OF END OF / NTALL OVER (2) GRADE—D BY FORTIFIBER 1/4" BEAD 'TOP 900' ADHESIVE BY r SOLID BLOCKING ROOF DECK CONTINUOUS G.I. SHEET METAL CONTRACTOR ti -1 UNDERLAYMENT (2 LAYERS) 30# A.S.T.M. FELT MIN. AT ALL ROOFS FLASHING Z ROOF FRAMING - cL -' / PER PLAN �I /r EXTERIOR MATERIAL /ice // ��,�/ �/� / /%°' P�/ APPROVED ADHESIVE/ SEALANT PER TOLL BROS. SPECFICATIONS — BY SHEET METAL CONTRACTOR — ROOF FRAMING PER EXTERIOR ELEVATION 2 LAYERS 60 MINUTE (2) GRADE—D JUMBO TEX 2X6 BLOCKING i SADDLE 1X6 CONTINUOUS G.S. FLASHING AND COUNTERFLASHING, CAULK r111•1• ALL NAIL PENETRATIONS W/ APPROVED SEALANT ROOFING MATERIAL _ r, ROOF DECKING GRACE ICE (Sc WATERSHIELD BY ROOFER MIN. 6" NOTE: DLE ND WA SEE ROOF PLAN W UNDERLAYMENT (2 LAYERS) _ 101111110 A.S.T.M. FELT MIN. AT ROOFS PLYWOOD SHEATHING ALilil /%30#// .. // '// ANDBEYO UP L LARGE CUSTOM SADDLE TO HAVE STANDING SEAM "Z" BAR AT CENTER &BETTER SEAL. BLOCKING 2X SOLID BLOCKING 2X FRAMING > (SEE FRAMING PLANS) NOTE: PROVIDE HIGH ANCHORS AT TILE INSTALLATIONS WHERE REQUIRED. WIND 7 3 C >0 s E -6 0 O 0 0, +' L C a--, 4-,O � o, O � •S O O L L O_ Q O O_ cF (I) O C o �a 0 IN >. �£ S Q L-o s0 _, . L S coo S L O Q L O u N � C o 4, O N co 0 N L S +' U O • i- S 0) O L Q Q N W C J O 0_ 0 N C 0) O_ S N N E _.o, -O Q 0, c 4-' o, L N L S L N to 0) Q x -430, C O Ls (3. 0 3 o 0 >- 6 O_ 6_seD ARC,y,T AGENT FOR 0 U LSA ARCH. IIVC. A CALIF. CORP. * C013818 v Np 9 REN. 09-30-21 Q- 9� �y/TEC'��c®Q� ®F CA'-\. STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE • SA Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet D.02 A GUIDE FOR INSTALLING RECESSED WINDOW FLASHING GS ro "a" Corn Piece GS WO "A' Corner Piece ' Starter Bib 03" Moistop neXT) S.efl-Adhesive fvfieriabrarre ` Lipper Bib f78 rartr lash 0) (Super Jumbo Tex) GS f00."r Caner Piece l Si+f flashing ii2" Mci3top r,eX17 This installation guide adresses the proper flashing of a window that is contained in a recessed wall system' built using a double 2 x et wall. Also the window is installed and flashed before the weather -resistive barrier is applied. For other vital! configurations consult a design professional. Note: It is the responsibility of the installer and General Contractor to consult with the manufacturer of flow these instructions apply+ to the The following Fortifiber products are used in this guide: •FortiFfash" 40 Setif Adhesive Waterproof Flashing Membrane f8 inch x 7a r tells • Super .Jumbo Tee 80 minute 40" x 240 sq- ft roils • Mo'lstop neXr Flashing, 12 inch x 200' rolls •Moistap" Sealant (Exceeds AAMA Standards) Also, from TLS Laboratories the following Corner Flash' products are used in this guide: •TLS GS 1+00 "A", and GS 100 " "13" 'The OS 10C Corner Flash System is supplied by TLS Laboratories at (BOD) 310-7673. GS 100 and Comer Flash are Registered Trademarks of TLS Laboratories. G5700"A" (o rner H'PC e Head Flasktinq (72" Moi5rop ne]fT1 Sealant (Moistop 5eararrt) specific units that are being installed, as well as any additional +xteasvres that may need to be taken- Portifiber building Systems Group6 provides this Installation Guide to assist installers by demonstrating an efficient and effective method for exterior wall concealed lashing installation. Compliance with the I uilding code and proper installation are critical it redlcing potential water leakage points. SILL SLOPE Cornsut7 a design Irrlffessrorlar about the proper Slope required for tit U T proj erir Steep sfopo t f " .03rlr"l For paper drainage the exterior wall sill rmist be sloped. The example above shows a steep slope (1" inch in 3K,_ This slaps can be created by ripping dimensional lurnt er- Please consult a design professional about the proper slope required for your project STARTER BIB AND SILL CORNERS $" bed of Moistop Sealant -° The Starter bib Is made from a 12" inch piece of Moistup rpaxr that is attached to the exterior well 3" above the bottom of the sloped sill. Remove the section tf Moistop nrXT that is b$twveen the exterior jambs and $iff by cutting Push with a sharp utility knifer see( a. Next, place a ,3/6" bead of Moistop Sealant in Me lower corners as shown in illustration lb above. Flrmly press FORTIFLASH 40 Self Adhesive M FenTtrane (Tt?" Polar —Nash 40) GS 700 "B" Corner Piece Carr fold and taste// GS 100 "$" to conform G5 100 'A' Conner Pece GS 100 "Ex Corner F)e€e Gs 10.0 ~ � Connor Kece the GS 100 "A" piece into the sealant and fasten at top edge wit?? staples- Qr�rre the "A" pierrtes ere iresteneo' press the GS 100 "B" pieces directly on top of the 'A" prate. Trim the "B" piece as needed allowing it to wrap around interior jambs end exterjor/anbs end sift Then fasten in place with stap/es. The corner with both pieces in place should look like fig lc shown above" FORTIFLASH LAYOUT Ir?terior wail rough rot 7 opening here\ Fold here Tart section 9" r..,..,..,• 'ii S'L t!Un H—Exteriar rough opening -H A piece of i8"-wide FortiFlash 40 is used for the next layer of protection. To prevent wrinkles, or arrpockets while Installing this place of self-adhesive flashing the following serperace rs strongly recommended. Gut the flashing to the width of the exlerror- wall rough opening. Before removing the backing, drawn a fold line tip from the bottom- edge of this piece 9" Below Phis folic lino is UPPER BIB* lr bead of Mo+stop 5ealan t ..__ Extend 50er Jumbo bo rex .r below f ertirkash 40 Before instaff/ng bib, place a :W' bead of Moistop Sealant as shown above. Then cut The Super Jumbo Tex to the width of the exte.r}o.r wall rough opening. The height goes iffiorn flush with the ulterior vial/ silf and extends 2" ruches below the FottiFlash 40. *Tarns Upper bib is optional, addbxg a 0 temporary layer orprote Iron for the sell airing Cvtastr>!rctor7- RECESSED WINDOW FLASHING GUIDE - FORTIFIBER BUILDING SYSTEMS GROUP ARCHED WINDOW FLASHING This installation guide is designed for integral flanged window applications, where the window is installed after the weath er-resisfrvIS barrier is applied. Fnrtitibrer Building Systems Group°° provides this Window Flashing Installation Guide to assist installers by demonstrating an efficient and effec- tive method for exterior window flashing installation. Compliance with the building code and proper installa- tion are critical in reducing potential water leakage points. The following Fortifiber flashing prod- ucts are acceptable for this method: ■1 foistop E-2 Seal Self Adhesive Flashing 8, 9, 12 inch x 7.r rolls •FortiFlasie Self Adhesive Waterproof Flashing Membrane 4, 6, 9, 12, 18, 36 inch x 75 roils r Moistop neXT Flashing, S, 9. and 12 inch x 200' roils • Moistop PP' Flashing, 5. 9, and /2 inch x 301Y roils •i foistop $salon t (Exceeds 4w4MA Standards) 3 ARCH FLASHING Arch FldShing snit Fleshing( Nate: Each opening should be treated independera of the others, Starring a t the fa weer windows, work toward the top . The installation of all windows must follow the proper sequence of installation, as opposed to trying to flash all of the windows at once to save time, save material, or make the job eager. Fortifiber recommends the use of a well integrated weather -resistive barrier with all of its flashing systems. SILL FLASHING An/lowcnoL,rcyh Jerrgrh forArcft gashing fir stefir 3. 4 HEAO FLASHING Head AiShing StrDee+dMOier tCP of hiange fasterm rs. a Call 1-BOO-773-4777 for Technical Assistan ce www. (of tifiber_com Limitations; Fare dmun adhealpn, TMelatop E-2 dal and Fart)Flash flashng shaili be appled aF tamper alurea batmen 40' F (4.4" Cr and 12C1" F idA.0" 0. FbrtIF lash Is the only Fcrtifber flarshln.j prcdu at that can be instalad hcrrnontaly a et a ahpa of heathen 8o"- Product shalld no oaiia ad as Moen as p[1eslble. Inspect pmauct to insure rt ic free tx any prcrtugcns rr damage xf lad may axnprsmrurricimure-rogistivg praparnas Fe rtWF loot le not compatible with EPpfa1 arflexbleiplaatlG tech PolyvkiyI Oh Io ride (WC) based p roduct& Fart -Flash also Is not co mpat#t1e with en me sealants, Cons silt with metaant manufacturer -tor congostlI IyI,rror tIi,Imamexpos,urecfsealanttotheEldhaeivesidearFanFiaahDanbedetrmenmi'rr the emeuntci sealant exceeds whet la specified Elbows Please fdktx thRee reoemmendaticne regarding Iceatlnn and a ncuntbt sealant to be tnsea. F nrtlilber 4nringy recommends against the practice of using a'Imnctad[xtn bead ct assent," a tittering the itanga- with s aunt, because this amrrunt #sealant Is mom salts and unrecaseary, 2 INSTALL WINDOW Apply 'e"bead' ofMMdostap' Sealant botweerr window tfa cje and fleshing, lristaf+ window according to miaow rrr,3r1u4c..tirrors instructions. OVERVIEW To ensure. maximornprotecation air flashing sysforns trans? b� covered' with axterrcltfirrish as soon es possible. ly:-nPrcdli¢ ,t'nte+ I Fir' f+4.i1! ftir F',lefrd.e# r.i-eawnaawwa,rgvd N.AT1ONALSALES OFFICE Flew, NY elan iiati ARCHED WINDOW FLASHING GUIDE - FORTIFIBER BUILDING SYSTEMS GROUP 4 the '?ail" that covers the .exterior wall, stater bib, and comer pieces. Material above the lute will cover the exterior and interior jamb/sili areas_ First align top of tat! section to the bottom of the rough opening, evenly press the rail in place, then the exterior sill, followed by the section that covers the interior sill and jamb. Assistance is required to hold the flashing while it being pressed in place. Trim at ir7tericrr SILL FLASHING Moistop neXT is used as a protective course for silt Hashing. It is fastened flush with the top of the interior sill, covers the exterior sill, and extends to the edge of the jamb fashing installed in Step 5. Singe the length of jamb flashing can vary run the sill flashing tong and trim once jamb flashing is installed - CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE OCI29/ZO2'I By I p 4" MIN HEAD, JAMBS SILL WINDOW ROUGH FRAME OPENING TO RECESS ROUGH FRAME OPENING WINDOW SLOPE SILL 1/2":12 MI SEE DETAIL 1/- FOR INSTALLATION GUIDE FOR RECESSED WINDOW APPLICATION - HEAD, JAMB AND SILL RECESSED WINDOW DETAIL 3 AS APPLICABLE POTSHELF/LEDGE CONDITIONS. INSTALL JAMB FLASHING _iamb flashing extends 1' molt above exterior rougf-r opening Intoner lamb section Trim$` it {lashing once iamb flashing rs mstari Blau bead of moistoga Sealant !k,&b Ado istop neXT As ria edr+d {b fit ;ri tough opening. ia»rb trap$ /ton section a llTr r jarni SeCtiOn READ AND SILL JUNCTION Fxt�rppr 7" above Exterior rah opening Exterfar lamb section interior Ara — .seCrran Jamb trarfsitiorr SeCtiOn Trim to match sr{+ ape Moistop neXT is used for Jamb flashing. This piece starts 1" arch above the top of the exterior well roegh opening end Qxten i$ oven web the bottom of lowest l� � piece of sill flashing. The detail above shows how to notch the jamb piece properly at the head awl sill_ Once The jamb flashing is in p/ace, trim .the sill hashing &sit HEAD CORNER "B" PIECE GS 100 `B " Conner Pier_e Apply a ?Ja" bead of Moistop Sealant as shown above. Firmly press the GS 100 "B" pie-ce into the sealant. Trim and fold this piece as shown at right. Then fasten on place. GS 10 ",d" is installed off top of the "8" piece FOLD DETAIL HEAD CORNER "A" PIECE Pass the GS 100 "A11 piece info place on top of the ieB" piece installed in Step 5. Fasten es shown at right. Cut, fold, and faster/ G5 100 "2" as 661.4.15 FASTENING DETAIL NOTE: FOR RECESSED WINDOW INSTALLATIONS, REFER TO FORTIFIBER NSTALLATION GUIDE (DETAIL 1/-) FOR RECESSED WINDOW INSTALLATION GUIDE - SPECIFICATIONS AND FLASHING DETAILS NOTE: SEE DETAIL 4/- FOR TYPICAL ARCHED HEAD FLASHING INSTALLATION GUIDE USE TLS CORNER SHIELDS AT POTSHELF INSIDE AND OUTSIDE CORNERS PER FORTIFIER'S RECESSED WINDOW FLASHING INSTALLATION GUIDE. USE 40 MIL FORTIFLASH AT ALL HORIZONTAL SURFACES GREATER THAN 1-1/2". 40 MIL. POTSHELF FORTIFLASH TO LAP UNDER FORTIFLASH WINDOW SILL AND BE INSTALLED PRIOR TO STEP #4. NOTE: 40 MIL. FORTIFLASH MUST HAVE ALL RELEASE PAPER REMOVED. LATHER TO USE PAPER BACKED RIB LATH AT ALL RECESS WINDOW SOFFITS DEEPER THAN 6" VERIFY THAT THE WINDOW ROUGH OPENING IS CORRECT AND ALL NAIL HEADS ARE FLAT. VERIFY THAT THE SURFACE PLANES OF THE FRAMING ARE FLUSH ON ALL 4 SIDES. ON WINDOWS AND DOORS THAT ARE NOT ADJACENT TO SHEAR WALLS, ADD FLAT 2X6 BEHIND JAMB KING STUD AND IN BETWEEN SILL STUDS FOR FLASHING BACKING. ALSO ADD 2X FLAT BLOCKING ABOVE AS NECESSARY TO PROVIDE SOLID BACKING FOR FULL DEPTH OF FLASHING. ON WINDOWS AND DOORS THAT ARE ADJACENT TO SHEAR WALLS, NSTALL SAME THICKNESS OSB AT ALL OPEN FRAMED WINDOW AND DOOR ROUGH OPENINGS FOR FLASHING SUPPORT. AT JAMBS CONTINUE BACKING OVER TO NEXT BAY STUD FOR POSITIVE NAILING. INSTALL 12" MOISTOP NEXT USING MECHANICAL FASTENERS AT WINDOW SILL. - DO NOT FASTEN BOTTOM 6" OF MOISTOP NEXT. NSTALL 12" - MOISTOP NEXT USING MECHANICAL FASTENERS AT BOTH SIDES OF WINDOW ROUGH OPENING. - DO NOT FASTEN BOTTOM 6" OF MOISTOP NEXT. HEADPIECE LATHER TO USE RIB LATH C4, ALL RECESS WINDOWS SOFFIT DEEPER THAN 6" 12" MOISTOP NEXT 9" MOISTOP E—Z SEAL 1 2" MOISTOP E—Z SEAL Fasten GS 1 A" { at rat INSTALL WINDOW -fig- bead r.: MDistop Sea Jan! . Before installing the window, apply a continuous 3/s" bead of Moistop Sealant to the backside (interior) of the mounting flange. install the window according to tine window manufacturer's instructions. �Q WRB INTEGRATION This recommendation refers to the most common types of windows used (surface mounted). For other types of frames, special attention should be paid to the window ma nufa cture is instructions. Lrmdatlens: der optimum alitiosion Akrraiop E-Z 56aE, and ForilF4ah, flaghIng shQuid be applied at tarn ratares [la r14t F (4.4' C) and 123° F r4d.9° C1- F rttFIashJ$the o1ay FortaperfiaahIngDroductthat cairn NnstaRcdhorzontally cr at a siciper of foss than GQ'_ P,rad rres sfic uid ire covered ag eon as possible. Inspect prodict itir.oit is free -of any urctrusaals ca' chews which/tray conrprnax>gso its rnoristute-ressfiw properties. FoftfFras.h is rut oornpatolt; with EPardt ID flexl-ble jplastidzadj Polyvinyl {itlonda fWC) 13.32gs prlembranus. FarLIFFaah,s also not compatible. whit some scalartts. Consult with sealant man ufacturcr tar compatibility infuriation. Cin;ct oxpos ure of .sca Iasi t t the aElliesiva side of Fort! Flash cart be detn merrtaa if the 010 6231t c# sEa:ant ¢xcecds what is specked ab vc. Please folim,t trteSe fccom me iidations regarding locatic-a edict amount of sealant to tie Lrto#. F orti fdxrr strcingly rccmrnn ends against the practice of using a "knockdown bead of sealant or buttering the11 nge" with scra♦iit, because this amount of somant s cxCcssV, and uanccssar'. INSTALL (1) - 3/8" CONTINUOUS BEAD OF MOISTOP SEALANT ON THE BACK OF THE WINDOW NAIL FLANGE, IN THE AREA OF THE PREPUNCHED NAIL 1-10LES THEN INSTALL WINDOW. - RECAULK ALL VISIBLE VOIDS AROUND NAIL FLANGE WHERE NO CAULKING SQUEEZE OUT IS PRESENT. NOTE: 3/8" BEAD SHALL BE PLACED SO AS TO BE PRESSED BETWEEN THE WINDOW FLANGE AND THE MOISTOP NEXT FLASHED ROUGH WINDOW OPENING. NOTE: DO NOT KNIFE OR TROWEL MOISTOP SFALANT OVFR OUTSIDE EDGE OF WINDOW. EXCESS BUILD UP OF MOISTOP SEALANT HAS BEEN FOUND TO BE DESTRUCTIVE TO FLASHING MATERIAL. NOTE: WINDOWS SHALL BE INSTALLED USING PAM FASTENERS (TYPE 17) SILVER KYLON #8 X 1" COATED. SEAL WITH CAULK OVER HEADS OF ALL VISIBLE WINDOW FASTENERS AND PRE PUNCHED NAIL HOLES IN THE NAIL FIN. REMOVE 3" ADHESIVE RELEASE PAPER ON q" EZ-SEAL AND APPLY TO CLEAN WINDOW NAIL FLANGE -AT SIDES OF WINDOW ONLY - REMOVE 3" ADHESIVE RELEASE PAPER ON 12" E-Z SEAL HEADPIECE AND SEAL OVER HEAD OF CLEAN WINDOW FLANGE AND HEADER. INSTALL 2 LAYERS OF JUMBO TEX 60 MINUTE OVER THE ENTIRE BUILDING. ALL LATH WIRE TO BE HAND NAILED USING WADDED FURRING NAILS. ALL DOORS, WINDOWS AND SLIDING GLASS DOORS SHALL BE INSTALLED ACCORDING TO THE MANUFACTURER'S SPECIFICATIONS AND STANDARDS. ADD 4" X 12" STRIPS OF WOVEN WIRE SPANNING ACROSS ALL CORNERS OF WINDOW AND DOOR AT 45 DEGREES VARIES HEAD FLASHING 7 art Head frsshincp to the length of this otter -----edges of Jamb flashing • , f!T i.PPTC and CV Or ON extereor aver/ cpelping A fold ffashing r'a cover window flange The head #lashing is made from Rfoistekp neXT. Three measurements are required to properly fit this flashing. 1, measure the distance from the outer edges of the jamb flashing. 2, the exterior wall rough opening. 3, the combined length of the space above the top of the window and the depth of the exterior wall header- These measurements will provide length of the flashing, dice locatrorr and depth allowing the flashing to tuck under the recessed opening. Staple into position. See detail above.. Weather -Resistive Barriers are installed in a weather board fashion, starting at the bottom of the wall and working to the top. Fortifiber recommends the use of a well integrated weather -resistive barrier with aft of its 'Footling systems. Calll-Ba0-773-4777 Nationwide for Technical Assistance or visit our website at UMW. fortifib er co n Fortifiber Building Systems Group' Prolraieg Ypnr Warld from rho Elements* NATIONAL SALES OFFICE Reno, NV arms) 02008 For:fiaa'8.1 a.-g Systems Cassia, Air alpha Reserved WINDOW FLASHING DETAIL 1 2 L so L sc 0 -c c 0 0 -0 0 U 0 0 L 0 L L 0 53 U c 0 co 0U o c 0 U) E c O 0 0 N _c c c 0 -a S o 0 o 0 0 U O <33 +n N to L s S S CP L 0_ O O U 0 0 0 0 or 0 N Jf 0 U L Q 0 L C JE to 0 0 L L QQ 9Q 0 a .o 0'0 > N� c S Q 0� _c J3 L S S 0 Q L>- 0 } 0 a a o_., wL off' S W0 W Q c 0 fl- o ' o N CL c 0 L w N Q 0 -0 0 0 0 U C a N L nil L 0 -c 0 L Q J s 0 -c • O O W O W I" Q oXOv g Q z ct z 3 7) (2 W M W th W Tr D • SrF, ��'�► AGENT FOR LSAARCH. INC. A CALIF. CORP. C013818 REN. 09-30-21el /TEC'����Q� �F CAS-\ STAMP NOT VALID UNLESS SIGNED BY ARCHITECT IN BLOCK ABOVE (f • SA Architecture 8018 E. Santa Ana Canyon Road Suite 100-121 Anaheim, CA 92808 (949) 873-5255 Job No. Revisions: Drawn: Date: 05-12-21 Sheet D.03 2019 California Gr en B .1d. g standards Code , , 2019 CALGREEN CODE 2019 CALGREEN CODE , . .,• .. SECTION REQUIREMENTS SECTION ' REQUIREMENTS ,. ., . Division 4.3 - WATER.EFF: clENCY AND CONSERVATION (INDOOR WATER USE). , • ' _ . _ _ • o• , • . RESIDENTIAL MANDATORY MEASURES ,,,,,„,-,., EFFECTIVE JANUARY 1 2020 -0-,-.- --, --e-14---r. v-- WA ?f, i_ . -;=1:- At !_it,,,v td A-fi',:_ iff .. TaTt_fir , . z- r, 4.604.2.3 Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(e)(1) and (0(1) of 2019 CALGREEN CODE the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction SECTION Chapter .1 - ADMINISTRATION REQUIREMENTS • of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. -•!,2,, tomaraiitemat.wtv- _ 4%.:, : - • ji- , -,,, . i;,. . fgoT [.._ ,- 4•11 . 4.303.1 -,,--,.. ' ''.! [ 101.3.1 Chapter 3 - GREEN Applies to ALL newly constructed residential bui dings: low-rise, high-rise, and hotels/motels. BUILDING - • outlet is to be in operation at a time 20 Carpet installed in the building interior shall meet the testing and product requirements of 1 of the following: 1. Carpet and Rug Institute's Green Label Plus Program 301.1.1 ' ';•,:iqk ino -4 , 0' ra icg' '-'.-. - - .T.7 . ' -17. %-4:.; ' ' Applies to additions or alterations of residential buildings where the addition alteration increases the building's conditioned area, volume, or size. • Requirements only apply within the specific area of the addition or alteration. • Note: On and after January 1, 2014, residential buildings undergoing penrnitted • alterations, additions or improvements shall replace noncompliant plumbing fixtures „ ' . or with 60 20 All noncomptiant plurnbrng fixtures in any residential property shali be replaced 4 .504.3 2. California Department of Public 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 as Specification 01350) 3. NSF/ANS1 140 at the Gold level 4. Scientific Certifications Systems Indoor AdvantageTM Gold water -conserving plumbing fixtures. Plumbing fixtures replacement is required prior to to issuance of a certificate of fnaI completion or occupancy approved by the focaf :, .1,, issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for • 4.604.3.1 Carpet cushion installed in the building interiorshall meet the requirements of the Carpet and Rug Institute's Green Label Plus Program. the definition of a noncompliant fixture, types of residential buildings affected - .. , -4 '' ".tli - j plumbing i'•,,, • - , 0 2 „_4 q q , .EnA,OHIREW,',WIREt ARA and other important enactment dates. Plumbing fixtures fittings be installed in accordance with the California "Noncompliant plumbing fixtures" means any of the following: , 4303.2 and shall Plumbing Code, and shall meet applicable standards referenced in Table 1701.1 of the 4.604.3.2 Carpet adhesivesshall meet the requirements of Table 4.504.1. 1. Any toilet manufactured to use more than 1.6 gallons of water per flush. California Plumbing Code. . . .a2 MI • ,, • offlargritiNghlifit .9T 2. Any urinal manufactured to use more than one gallon of water per flush. 3. Any showerhead manufactured to have a flow capacity of more than 2.5 gallons Division 4.3 - WATER EF ICIENCY AND CONSERVATION (OUTDOOR WATER. USE) „rat, tom . Lat -''' 1 ff. - ill'ainTi.Mrprifrodairtra-LI:katr .r. ...: -: .• Where resilientflooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or mom of the following: of water per minute. 4. Any interior faucet that emits more than 2.2 gallons of water per minute. After December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Division 4.1 - PLANNING AND DESIGN (SITE DEVELOPMENT) % 47,,r „7-.:.:77r71,..377r1r: „it. tr viotow;,. . .,.,, , . oF , , , 1. A local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MELO), Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material in the 41062 ,. Projects which disturb less than 1 acre of soil and are not part of a larger common plan of develo ment shall mane e storm water drainage during construction. whichever is more stringent, or 2. Projects with aggregate landscape areas less than 2500 square feet may comply 4.604.4 Collaborative for High Performance Schools (CHPS) High Performance Products Database " ' 11WiTiM -hg5:1- , - with the MVVELO's Appendix D Prescriptive Com • hence 0.tion. 2. Products certified under UL GREENGUARD Gold (fomterly the Greenguard 4.106.3 Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Exception for additions Divis oh- 4 3 - WATER.EFFICIENCif: AND CONSERVATION (WATER: REUSE SYSTEMS) r. - - .1.7_74ms;,‘/. 3.4.4,411.w.., . ,..,.../.7-__,_ -.77...,, ,-.1r .- ;,„ _ o ,o• ,i 7 ,. . • , • -: -- • 4. : , - . ;&•• . eiragaawit•,,. 445. d.e..4.2. • ..t.;40. i.i. , .- , t Children & Schools Program) 3. Certification under the Resilient Floor Covering Institute (RFC]) FloorScore program "Standard • and alterations which do not alter the existing drainage path. Newly constructed residential developments, where disinfected tertiary recycled 4. Meet the California Department of Public Health, Method for the Testing .7„:,.:WrOiMPIMM,VETMANFPWIMIC ' water is available from a municipal source to a construction site, may be required to and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using 4.1 306." Environmental Chambers,Version 1.1, February 2010 (also known as • Comply with Section 4.106.4.1 and 4.106.4.2 or 4.106.4.3 for future installation and use of EV chargers. have recycled water supply systems installed, allowing the use of recycled water for residential landscape irrigation systems. See Chapter 15 of the California Plumbing Specification 01350) • Electric vehicle supply equipment (EVSE) shall be installed in accordance with the Code. Ei ,,..,, ,,,, oin_11,_ twooloo.(_ ,, , ,:....:, .... ,........_Em CITY OF LA QUI NTA 4.106.4 California Electrical Code, Article 625. • Exceptions on a case -by -case basis as determined by the Local Enforcing Agency: 1. Where there is no commercial power supply. Divition 4.4 - (ENHANCED DURABILITY MATERIAL -CONSERVATION & RESOURCE EFFICIENCY & REDUCED MAINTENANCE) ' -..:4Fenk. '4' ' Rfode - Milffil 4.504.5 • Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in the Air Resources Board's Air Toxics Control . BUILDING REVIEWED DIVISION FOR 2. Verification that meeting requirements will alter the local utility infrastructure design requirements on the utility side of the meter increasing costs to the homeowner/developer by more than $400.00 per dwelling unit. 3. Accessory Dwelling Units (ADU) without additional parking facilities. 4.406.1 Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. Measure for Composite Wood (17 CCR 93120 et. seq.), as shown in Table 4.504.5.. Documentation is required per Section 4.504.5.1. * Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. "Composite COMPLIANCE CODE .• Teirii-b-wortaraothwelfinligiw.oh-ipattfiti-ethic-F-044 ; -iir 141 - :. Division 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY wood products" do not include hardboard, structural plywood, structural panels, • Install a listed raceway to accommodate a dedicated 208/240-volt branch circuit for (CONSTRUCTION WASTE REDUCTION. DISPOSAL & RECYCLING) structural composite lumber, oriented strand board, glued laminated timber, 06/29/2021 IF 45'.'_Lr:11..s,..2 '1.2'1 prefabricated wood I -joists, or finger -joined lumber, all as specified in CCR, Title 17, DATE BY each dwelling unit. ..e • 7-''' rila.:. 7": Pit,-,1 11104.-A, 1:4_,‘-. 1, • Raceway shall not be less than trade size 1 (nominal 1-inch Inside diameter). ,:.,',-:, - Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous Section 93120.1(a). 4.1064.1 & • Raceway shall originate at the main service or subpanel and terminate into a listed 4.408.1 construction and demolition waste in accordance with either Section 4.408.2, „ ' lga- ..„.. - Atg, ,- ''' -rn'i i z - T 1: „._.; %,.. P 4 .•: •'. r 4.106.4.1.1 cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. 4.504.5,1 Verification of compliance shall be provided as requested by the enforcing agency, and as required in Section 4.504.5.1. • Raceways are required to be continuous at enclosed, inaccessible or concealed - Documentation is required per Section 4.408,5. Division 4.. - ENVIRONMENTAL QUALITY (INTERIOR MOISTURE CONTROL) areas and spaces. Exceptions: - , ISltn ,tslatialr - rie „e '',I• ''. t, _.:' t . • Service panel and/or subpanel shalt provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Service panel or subpanel circuit directory identify device for future 1. Excavated soil and land -clearing debris. 2. Alternative waste reduction methods clevekaoed by working with local enforcing agencies if diversion or recycle facilities capable of compliance with this item do 4.505.2 Concrete slab foundations or concrete slab -on -ground floors required to have a vapor retarder by the California Building Code, Chapter 19, or the California Residential Code, Chapter 5, respectively, shall also comply with this section. shall the overcurrent protective space(s) reserved EV "EV CAPABLE". The location be not exist or are not located reasonably close to the jobsite. - , ivi " 4 ,_. .: ,. t ilii,1,417V 7 _. , charging as raceway termination shall permanent! and visibly marked as "EV CAPABLE" 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the A capillary break shall be installed in compliance with at least 1 of the following: TABLE 4.504.1 ADHESIVE VOC UMW. 2 Less Water and Less Exempt C.ompounds in Grams per Liter TABLE 4.504.3 VOC CONTENT Limas FOR ARCHITECTURAL COAT1NGSt I Grams of VOC per Liter of Coating, . • ; a dire i' :Mail afir -77itA rii "L: ..„: diversion facility. 1 . A 4-inch thick base of 1/2-inch or larger clean aggregate shall be provided with a ARCHITECTURAL APPLICATIONS VOC mirr Less Water and Less Exempt Compounds . • Applies to building sites, if residential is the amom-ompoir: -hi - -r ...--- d_74-4. r -Tv -: 7R.t.;,_ ' IFth..K.':' ' vapor retarder in direct contact with concreate and a concrete mix design which will Indoor carpet adhesives 50 COATINGCATEGORY voc LukaiT parking available on site. ;_,A ,i--, a,.,- k- ---.a•,..T'. 1 4.505.2.1 bleeding, be For information, Flat coadngs 50 address shrinkage and curling shall used. additional Carpet pad adhesives 50 • 1 0% of the total number of parking spaces on the building site provided for all 4.408,2 Submit a construction waste management plan meeting Items 1 through 5 in see American Concrete Institute, ACI 302.2R-06. Outdoor carpet adhesives 150 Nonflat coatings 100 types of parking facilities shall be electric vehicle charging spaces (EV spaces) Section 4.408.2. Plans shall be updated as necessary and shall be available for 2. Other equivalent methods approved by the enforcing agency. Wood flooring adhesive 100 Nonflat-high gloss coatings 150 capable of supporting future EVSE. Calculations for the number of EV spaces examination during construction. Rubber floor adhesives 60 .- SPECIALTY COATtNGS . 4.106.4.2 shall be rounded up to the nearest whole number. ' 3. A slab design specified by a licensed design professional. subfloor adhesives 50 Aluminum roof coating,s 400 ingtomo-,0301:111W406,*464Veifitin lb :fr' - nitalkof 1-1-atr r . !' i''' ' WO' aatiirr 7E4 41-1W , Ceramic 65 Basement specialty coatings 400 Note: Construction documents intended to demonstrate the Ersr ' s, 0 . i _!,41', tile adhesives are project's capability Utilize a waste managernent company, approved by the enforcing agency, which can • Building materials with visible signs of water damage shall not be installed. Wall and VCT and asphalt tile adhesives 50 Bituminous roof coatings 50 and capacity for facilitating future EV charging. There is no requirement for EV spaces 4.408.3 provide verifiable documentation that diverted construction and demolition waste floor framing shall be enclosed when the framing members 19% Drywall arid panel adhesives 50 Bituminous roof primers 350 to be constructed or available until EV chargers are installed for use. materials meet the requirements in Section 4.408.1. not exceed moisture Cove base adhesives 50 Bond breakers 350 ' ia,I ni7- gzi. kP " rtintWOCIVIMS 7 content, Moisture content shall be verified in compliance with the following: Multipurpose construction adhesives 70 Concrete curing compounds 350 , :3 • 7 41 WhYAtr or • ':#ir,WTtirgY;rtqai:isAAW'aw.;ottogrijIYeOotftOr6i.efati*eVDS -Concrete/masonry , 7 ,4i:..* • ' , .-• a , 'demolition I . Moisture content shall be determined with either a probe -type or a contact -type Structural glazing adhesives 100 sealers • Construction documents shall indicate the location of proposed EV spaces. At • (LR) Projects that generate a total combined weight of construction and moisture meter. Equivalent moisture verification methods may be approved by the Single -ply roof membrane adhesives 250 Driveway sealers _ _100 _.._. 50 least 1 EV space shall be located in common use areas and available for use by all waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the enforcing agency and shall satisfy requirements in Section 101.8. Other adhesives not specifically listed 50 Dry fog coatings 150 residents. building the 65% 2. Moisture be taken 2 feet to 4 feet from the SPECIALTY APPLICATIONS Faux finishing coatings 350 • When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, 4.408.4 area shall meet minimum construction waste reduction 4.505.3 readings shall at a point grade -stamped PVC welding 510 Fire resistive coatings 350 4.106.4.21 Item 3, shall comply with at least 1 of the following options: requirement in Section 4.408.1. end of each piece to be verified. CPVC welding 490 Floor coatings 100 4.408.4.1 * Projects that generate a total combined weight of construction and demolition 3. At least 3 random moisture readings shall be performed on wall and floor framing ABS welding 325 Form -release compounds 250 1. The EV space shall be located adjacent to an accessible parking space meeting waste disposed in landfills, which do not exceed 2 pounds per square foot of the with documentation acceptable to the enforcing agency provided at the time of Plastic cement welding 250 t.aphic arts coatings (sign paints) 500 the requirements of the California Building Code, Chapter 11A, to allow use of building area, shall meet the minimum 65% construction waste reduction approval to enclose the wall and floor framing. Adhesive primer for plastic 550 High temperature coatings 420 the EV charger from the accessible parking space. in Section 4.408.1. Insulation have high be Contact adhesive 80 Industrial maintenance coatings 260 2. The EV space shall be located on an accessible route to the building, as defined requirement products which are visibly wet or a moisture content shall Special purpose contact adhesive 250 Low solids coatings' in the California Building Code Chagter 2. DiViSiOrl 4A - -,_ MATERIAL CONSERVATION &.RESOURCE EFFICIENC • • • • .: replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' Structural wood member adhesive I4D Magnesite cetnent coatings 450 __ _ • • _ - _._. - .• ,• . - ' drying recommendations shall be followed for wet -applied insulation to Top and trim adhesive 250 Mastic texture coatings I00 :,.. a, ••Sq , 7 ,-. •.' . (BUILDING MAINTENANC.E r8t OPE.RATION1 • products prior c r i,,, _ 3 :-6., race .. MO “:,_;: ..461,401 , li Am , ''''' '004 enclosure. SUBSTRATE SPECIFIC APPLCATIONS Metallic pigmented coatings 500 EV be designed to the foliowing: 1 WNW . JO TAW.:04,11r.C.W100.-g-411gdfiei :- taDia..,„1. Metal to metal 30 2-50 spaces shall comply with ...±:.'- .. Multicolor coatings I The minimum length of each EV space shall be 18 feet. At the time of final inspection, a manual, compact disc, web -based reference or other Division 4.5 ENVIRONMENTAL QUALITY (INDOOR AIR QUALITY & EXHAUST) Plastic foams 50 Pretreatment wash primers 420 . 2. The EV 9 feet. 4.410.1 media acceptable to the enforcing agency which covers 10 specific subject areas shall aioli01.10611h ',..... ;,T:Mr1 t:1".1511M16.1- : ';$715971 G. A Aidli ,x 1' Porous material (except wood) 50 Primers, sealers, and unclercoaters 100 minimum width of each space shall be be in the building. Each bathroom shall be mechanically ventilated and shall comply with the following: Wood - 30 - Reactive penetrating sealers 350 4.106.4.2.2 3. One in every 25 EV spaces, but not less than 1, shall also have an 8-foot wide placed " -- - Fiberglass 80 :1'7' - .„ , . . - :OP_ 1 Fans shall be ENERGY STAR compliant and be ducted to terminate outside the Recycled coatings 250 minimum aisle. A 5-foot wide minimum aisle shall be permitted provided the -;,a0 • nap' -Annaiegge.W.614.40.1t, .:: A :';agilitalgi = MI' q , i. am is bond dissImilar the Roof coatings 50 building. adhesive used to substrates together, adhesive minimum width of the EV space is 12 feet. Where 5 or more multifamily dwelling units are constructed on a building site, provide fans Ith the highest VOC content shall be elbowed. Rust preventative coatings 250 a) Surface slope for this EV space and aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083% slope) in any direction. readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including 2. Unless functioning as a component of a whole house ventilation system, must be controlled by a humidity control. ic between Humidity be 2. For additional information regarding methods to measure the VOC content specified il3 this table, see South Coast Air Quality Management Disteict Ride 1168. Shellacs Clear Opaque 730 550 ..,,1 -,, g ,. ,,..i, rf. F. -- YTe '' ..... ' . ' A '' I- , ' : 0:0 „ .. *7 _. WWII .„, .. ,.., 4.410.2 (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals 4.606.1 adj a) controls shall capable of manual or automatustment less than 50% to 80%. TABLE 4.5042 Specialty primers, sealers and undercoaters 100 ' Install listed raceway capable of accommodating a 208/240-volt dedicated branch or meet a lawfully enacted local recycling ordinance, if more restrictive. a relative humidity range of a maximum of SEALANT VOC Low Water Less Exempt Compounds in Grams Liter Stains 250 b) A humidity control may be a separate component to the exhaust fan and is not Less and per Stone _I 450 circuit. Exception: Rural jurisdictions that meet and apply for the exemption in Public SEALANTS._ .__ VOC LevliT consolidants integral built-in. • 340 Resources Code Section 42649.82 (a)(2)(A) et. seq. are not required to comply required to be or Architectural 250 Swimming pool coatings 4.106.4.2.3 • The raceway shall not be less than trade size 1 (nominal 1-inch inside "bathroom" Traffic marking coatings 100 Note: For CALGreen a is a room which contains a bathtub, shower, or Marine deck 760 diameter). with the organic waste portion of this section. -Tub and tile refinish coatings 420 tub/shower combination. Fans or mechanical ventilation is required in each bathroom. Nonmembrane 306 • The raceway shall originate at the main service or subpanel and shall terminate Division 4.5 -•ENVIRONMENTAL QUALITY (FIREPLACES) roof Waterproofing membranes 250 into listed . ,ZW.-,5ig"-;•',. ----,:"._..-.%-i*Lgilikkizal --- - '-, Division. 4,5 ENVIRONMENTALQUAL1TYIENVIRONMENTAL COMFORT Roadway 250 Wood coatings 275 a cabinet, box or enclosure in close proximity to the proposed location [I" . 3LV11.1f0dia:PAgaki'lrl; 'ii '' L- •--;i1dhlnir4Bialifro.,„ ' :'-• - .-ILIPAROI •",.' e-ply roof membrane 450 Wood 350 of the EV space. 1--• ' ' ts.,r,q •'I7 ' T,' 1 MAW ' .,,F,F., A m preservatives • Construction documents identify the termination • Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any Heating and air conditioning systems shall be sized, designed, and equipment Other ther 420 Zinc -rich primers 340 shall raceway point. installed woodstove or pellet stove shall oamply with U.S. EPA New Source selected using the following methods: SEALANT KHMERS --- - - 1. GlITIS of VOC liter of coating, including water and including exempt • The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.603.1 Perfomiance Standards (NSPS) emission limits as applicable, and shall have a perrnanent label indicating they are certified to meet the emission limits. Woodstoves, 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2016 (Residential Load Calculation), ASHRAE handbooks or other equivalent Architectural Nonporous Porous 250 715 per compounds_ Z. Tbe specified limits remain in effect unless revised limits are listed in in the toble. pellet stoves and fireplaces shall also comply with all applicable local ordinances. Modified bituminous 500 subsequent columns ' : : .• . design software or methods. . , _, . _ 1 li . Ng* A 1 P • I 4.5 '`'' . ENVIRONMENTAL QUALITY POLLUTANT:CONTROL) Marine deck 760 3. Values in this table an derived horn those specified by the California Air ,DiViSion 4.507.2 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2016 (Residential Resources Board. Architectural Coatings Suggested Contol Measure, ' Construction documents shall in raceway termination point and proposed - l'- .,i 2 -L'• -:k,'- 1E -... .5 i ;i m - _ . k AtirVtili pirri '-ai .. ,Imt116,. “;,.. ,, = . Duct Systems), ASHRAE handbooks design Other 750 February'', 2308, Mose information is available ham the Air Resources Board. location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify electrical panel service capacity 4.604.1 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 intake and distribution component oiaenings shall be covered. Tape, plastic, or other equivalent software or methods. 3. Select heating and cooling equipment according to ANS1/ACCA 3 Manual S - 2016 Equipment Selection) design TABLE 4.604.5 FORNIALDEHYDE MOTS' Maximum Formaldehyde Errsissions in Parts per Million and electrical system, including any on -site distribution transforrner(s), have sheetmetal or other mehods acceptable to the enforcing agency to reduce the amount (Residential or other equivalent software or methods. PRODUCT CURRENT LIMIT 4.106.4.2.4 sufficient capacity to simultaneously charge all EVs at all required EV spaces at full o of water, dust and debris entering the system may be used. Exception: Use of alternate design temperatures necessary to ensure the systems Hardwood plywood veneer core 0.05 rated amperage of the EVSE. WqtJA-161v 710:_r011#0,411WONEKVASIMM`A Iln: functions are acceptable. Hardwood plywood composite core 0.05 CHAPTER:7 INSTALLER & SPECIAL.. INSPECTOR QUALIFICATION - - -- • Plan design shall be based upon a 40-ampere minimum branch circuit. Adhesives, sealants and caulks used on the project shall meet the requirements of the - Particleboard 0.09 • Raceways and related components planned to be installed underground, enclosed, (QUALIFIPATIO.NS.•:VEI3IFICAT!ONS) • • • • Medium density fiberboard 0.11 inaccessible or in concealed areas and spaces shall be installed at the time of following standards unless mom stringent local or regional air pollution or air quality - ' Tra J'Z'3-17•We'et7.,._,1 - -10 ' t, , .a-. r., ' ' ' ,,, at 4- :. kr.au4ere:a a- - 'Thin medium density fiberboardz 0.13 management district rules apply: , . .: - original constniction. 1. Adhesives, bonding HVAC system installers shall be trained and certified in the proper installation of HVAC il. Values ill this table are derived from those specified hy the California Air -'g ;:t. .r Ig--:N.411• '.:7: %." °'''''' 40. . ' r' In ..- !VP*, - ' i--:'.- - q.- ;p4.--,..r , _ adhesive primers, adhesive primers, sealants, sealant primers, loc.al or regional air control or air systems and equipment by a recognized training or certification program. Resources Board, Air Tortics Control Measure for Composite Wood as E1333. For 4.106.4.2.6 Division 4.2..gNERgy The service panel or subpanel cimuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE' in accordance with the California Electrical Code. EFFICIENCY 4.604.2.1 and caulks shall ccirnply with pollution quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 4.504.1 or 4.504.2, as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and 702.1 tested in accordance with AST1v1 additional information, see Examples of acceptable HVAC training and certification prcigrams include but am not California Code of:Regulations, Title 17, Sections 93120 through 93120.12. limited to the knowing: 2, Thin medium density ftherboard has a rntudmum thickness of iii, latch (8 mrn). 1. State certified apprenticeship programs. 2. Public utility training programs. 4,i,'ooi;6:-Mga16, - ,... -. • •-gg .i..-i ‘...,o, -, - ,,z, --• ot ,4•Via-TH2--- Ii w••,-4-1. 1,4- . ;IC trichloroentylene), except for aerosol products as specified in Subsection 2 below. 3. Training programs sponsored by trade, labor or statewide energy consulting or CALIFORNIA GREEN BUILDING STANDARDS CODE 4.201.1 „ • Enengy efficiency requirements for low-rise residential (Section 4.201.1) and high- rise residential/hotels/motels (Section 5.201.1) are now in both residential and nonresidential chapters of CALGreen. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 and do not consist of mom than 16 fluid ounces) shall comply with verification organizations. 4. Programs sponsored by manufacturing organizations. This sheet contains all the minimum residental mandatory measures and environmental 5. Other programs acceptable to the enforcing agency. features required for compliance with the California Code of Regulations Title 24, Part 11. • Standards for residential buildings do not require compliance with levels of pound statewide VOC standards and other requirements, including on use of . ,,. •51;msoo e 1,, 7" i ••.;145, :I '414:*441,r; • . . '.24f 's .' When these features are incorporated into the architectural plans the design will be in ., oa-i-oefr.u:e,,,,t; ,, - f • , "1-- ' 5.201.1 minimum energy efficiency beyond those required by the 2019 California Energy Code. prohibitions certain toxic compounds, of the California Code of Regulations (CCR), Title 17, commencing with Section 9450i. 702.2 Special inspectors must be qualified and able to demonstrate competence to the compliance with the 2019 CALGreen Code. It is the responsibility of the Owner, Builder, enforcina agency in the discipline in which they are inspecting. Licensed Contractor or Architect with overall responsible for the construction of this project to - 0 ' : r , , " ; -T comply with these measures and to submit written verification that all applicable provisions ."- - ' 1 .io -1- :r '' ':h ' 4,i4P, 1 ; . • ,.., A -CI_ - r- -a , I , , - .4:,7, r-, 1 PM 7 limited toconstruction from the Green Building Standards Code have been implemented as part of the construction. includebuts 4.504.2.2 Architectural paints and coatings shall comply with VOC limits in Table 1 of the Air Resources Board Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC oontent limit for coatings that do not meet the definitions for the specialty in Table 4.504.3 be determined by the 703.1 tf complianoa shall not Documentaion o,, documents, plans, specifications, builder or installer certification, inspection reports, or Documentation of ccinformance other methods acceptable to the local enforcing agency. Other specific documentation by the responsible party or special inspections necessary to verify compliance are specified in appropriate sections of CALGreen. for applicable Grieen Building Measures shall be submitted or third party consultant to the enforcing agency upon request. r- 1-- 7 Prepared By: coatings c.atergories listed shall classifying coating as as Flat, Nonfiat, or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37, of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat, or Nonflat-High Ric Maurer Calift> nia Association of BuIldi g Erva . Consultants Gloss VOC limit in Table 4.504..3 shall apply. CERTIFIED ENERGY ANALYST fila Maurer R16-90-10024 - - - - - REVISIONS 4, .A 1 - L A ...., 4A A tA Designer: LSA Architecture Inc. 8018 E. Santa Ana Canyon Road, #100-121 Anaheim, CA 92808 Owner: Paul Reim 49-363 Guijarro Drive La Quinta, CA 92253 Project: Remodeled Residence 49-363 Guijarro Drive La Quinta, CA 92253 ICIC ktAUIPEIV TITLE 24, INC. 7544 E. Saddiehill Trail * Orange, CA 92869 Phone: (714) 771-1507 T-24©socai.rr.com Date a i 21 / 21 Drawn R.A.M. Job # Sheet CG 2019 CalGREEN Code HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY projecl Name Reims - Remodeled Residence Dale 5/13/2021 Syttem Name HVAC Add Floor Area 659 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 1 COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM Sensible Heating System Total Room Loads 447 8.505 627 224 6.428 Output per System 24.0� Return Vented Lighting 9 9 0 Total Output(Btuh) 24,000 Return Air Ducts 0 0 Output [}3tuhlsgft) 36.4 Return Fan 0 0 Cooling System Ventilation 0 0 0 0 0 Output per System 24,000 Supply Fan ❑ 0 Total Output (r3tuh) 24.000 Supply Air Ducts 0 0 Total Output (Tons) 2.0 Total Output (Stuhlsgft) 36.4 TOTAL SYSTEM LOAD 9,505 827 8,428 Total Ou put (soft/Ton) 329.5 Air System CFM per System 800 HVAC EQUIPMENT SELECTION Airflow (elm) 800 HVAC Equipment Selection & Sizing by Others 2-0 16,294 3,903 14,990 Airflow(Cfrtlfsoft) 1.21 Airflow (cfnlfion) 400.0 Total Adjusted System Output 16294 3,963 14,990 Outside Air (%) 0.0% for Peak Design condition) Outside air (Cfnitfsgft) pm(Adjusted TIRI E OF SYSTEM PEAK Aug 3 PM Jan 1 AM Note: values above given at AFd conditions _ HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 26 °F 68 °F 63 °F 95 °F Outside Airi 0 Cfm Supply Fan Heating Coif 95 °F 800 cfm ROOM 88°F 86°F 1 0 t M-...111 COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 112/78°F 75162°F 75f62°F 55J54°F __ 1 Outside Air 0 ofm Supply Fan Gaoling ■ Coil 55 / 54 °F SOtlCfm I. 47.4% ; ROOMIII 75162 °F 75 / 62 °F l i CERTIFICATE OF COMPLIANCE Project Name: Pau! Ream - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time:2021-05-13T08:43:15.07:00 Input File Name: Re im l . ribd 19x CF1R-PRF-01E (Page 1 of 11) GENERAL INFORMATON 01 Project Name Paul Reim - Remodeled Resident& 02 Run Title Title 24 Analysis 03 project Location 49-363 Guijarro Drive 04 City La Quinta es Standards Version 2019 06 21p code 92253 07 Software Version EnergyPro 8.2 DS Climate lone IS 09 Front Orientation (deg/ Cardinal) 90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition4lteratlon 13 Number of Bedrooms 4 14 Addition Cond. Floor Area (ft2) 659 15 Number of Stories 3 16 Existing Cond. Floor Area.(ft2} 2690 17 Fenestration Average U-factor 0.3 18 Total Cond. PioorArea (ft2) 3349 19 Glazing Percentage (%) 17.57% 20 ADO Bedroom Count n/a.. • ..••• •rre : p .r i - e sr s APf Conditioned Floor Area n/a 22 Is Natural Gas Avai €able? 1 bitra • g COMPLIANCE RESULTS s,.�k ;f -. --. 01 4 Building Complies with Computer Performance .. .✓ i 02 Bulking does not require field testing or HERS verification 03 . This building incorporates one or more Special Features shown below ENERGY USE SUMMARY Energy Use (kTDV/ft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating Space Cooling IACD ventilation Water Heating 5-elf Utilization/Flexibility Credit Compliance Energy Total 2.44 2,63 •0.19 168.29 167.89 0.4 0 0 0 10.35 10.3 S 0 0 n/a tl 0 n/a 181.08 180.87 0.21 0.1 -7,8 0.2 CERTIFICATE OF COMPLIANCE Project Name: Paul Reim - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-05-13108:43:15.07:00 Input File Name: Reiml,ribdl9x CF1R-PRF-01E (Page 2 of 11) REQUIRED SPECIAL FEATURES The fallowing are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Floor has high level of insulation • Insulation below roof deck Window overhangs and/or fins HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail Is provided in the buildng tables below. Registered CF2Rsand CF3Rsare required to be completed in the HERS Registry Building -level Verifications: • -- None •• Cooling System Verifications: • -- None -- Heating System Verifications: • -- None - HVAC Distribution System Verifications: • --None- Domestic Hot Water System Verifications: • --None- BUILDING- FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft1) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Paul Reim - Remodeled Residence 3349 1 4 2 0 1 ZONE INFORMATION 01 02 03 04 05 516 07 Zone Name Zone Type HVAC System Name Zone Floor Area (f12) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 Existing House Conditioned HVAC Housel 2690 6 DHW Sys 1 N/A Addition Conditioned HVAC Add2 659 8 i DHW Sys 1 N/A CERTIFICATE OF COMPLIANCE Project Name: Paul Reim - Remodeled Residence Calculation Description; Title 24 Analysis Calculation Date/Time: 2021.05-13T08:43:15-07:00 Input File Name: Reiml.ribdl9x CF1R-PRF -01E (Page 3 of 11) OPAQUE SURFACES 01 02 03 04 OS 06 07 08 { 09 10 11 Name lone Construction Azimuth Orientation Gross Area (ft2} Window and Door Area [ft2} Tilt [deg) Walt Exceptions Status Verified Existing Condition Existing Front Wall Existing House R-11 Wail 90 Front 480 62 90 none Existing No Existing Left Wall Existing House R-11 Wall 180 Left 576 123.3 90 none Existing No Existing Back Wall Existing House R-11 Wall 270 Back 480 212 90 none Existing No Existing Right Waif ExisthtgHouse R•11Wll 0 Right 576 98.41 90 none Existing No New Front 2x6 Wall Addition R-21•Wall•: 90 Front 171 0 90 none New nfa New Left 2x6 Wail Addition R.721 Wall .: - 18A° t• L t xm . � 6�8 90 tYa none New n/a New Rack 2x6 Wall AdStion R-211Na1f 2 B t 7 t€ ¢ none New era New Right Wall Addition R-15 Wall 0 hi y"k :: Rignf g i2J1 '? ,,• 0 i none New n/a Existing Ceiling Below At Existing House R-19 Existing Attic n/a n/a 2031 n)a n/a Existing No Vented Attic-HPA•19 Addition R-38 Ceiling w/R-21iRoof n/a n/a 659 n/a n/a New n/a New Floor a1QDtilde Addition {i-30 Floor o qutside / na 1 n/a 56 n/a n/a t New n/a Interior Surface Addition R-0 Floor Na C rawis pa ce n/a n/a 603 n/a n/a New n/a ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise (a in 12) Roof Reflectance Roof Emittance Radiant Harrier Cool Roof Status Verified Existing Condition Attic Existing House Attic RoofExisting House Ventilated 4 0-1 0.85 No No Existing No CERTIFICATE OF COMPLIANCE Project Name: Paul Reim • Remodeled Residence Calculation Description: Tltfe 24 Analysis Calculation Date/Time: 2021-05-13T08:43:15-07:00 Input File Name: Reim1.ribdlgx CF1R-PRF-01E (Page 4 of 11) ATTIC 01 02 03 04 05 (16 07 08 09 10 Name Construction Type Roof Rise (x in 12) Roof Reflectance Root Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Addition AtticRoolAddition Ventilated 4 ; 0,1 0.85 No No New n/a FENESTRATION / GLAZING 01 02 03 04 115 06 07 08 09 10 11 12 13 14 15 16 Name Type Su -face Orientation Azimuth Width iI Hel ht g lie) Mult. Area 2 1 (h) U-factor U Source r SHGC 5146C Source Exterinr Shading Status Verged Existing Condition Ext_ Front O enable P Window Existing '• Front Watl:• From ':'. 90 1 12 0.58 11❑.6-A 0Table .65 Table 110.5.E Bug Screen Existing No Ext. Front lunged Door window Existing •• Front Wall ::, • Front • • • 90 1 SO 0.53 Table 110.6-A 0 6S Table 110.6-B BugScreen Existing g No Ext. Left O p enable Wi d now Existing Left Walt Left 180 h 3. ` 0.58 -Table ^65 Table SSO.fi-B Bug Screen Existing No EatBack Openable - Window Existingaaack Wall., � :k 0 1_ ! • L-FL4" 4 4 . O ° 1 O. Table 11O.6g Bug Screen Existing No Ext, Back Sliding DoorWindow Existing Back Wall Back 270 ° 1 128 "V . 0.3 ` NFRC e a 0.23 NFRC Bug Screen Existing No Eat. Right o enable 8 pRight Window Existing Wall g11❑.6A Right 0 1 14 0.58 Table 0.65 Table 110-6-B Bug Screen Existing No Ext. Right Fixed Window Existing Right Wall Right 0 1 47.7 0,55 Table 110.6-A 0 S7 Table 110.6-B Bug Screen Existing No Ext. Right Hinged Door Window E'nt Right Well Right 0 Y 1 16.7 0_S3 Table 110.6-A 0.65 Table 110.6-B Bug Screen Existing No Alt. Right Window Existing Right Right 0 3 6.67 1 20.01 0.3 NFRC 0,23 NFRC Bug Screen Altered No New Left Openable Window Left 2x6 New Wall Left 180 6 4 1 24 0.3 NFRC 0.23 NFRC Bug Screen New n/a New Left2Dpenahie Window NewWall eft 2x6 Left 180 2 3 1 6 D.3 NFRC 0.23 NFRC Bug Screen New Oa Registration Number: 221.P0100836695-300-006-000Ox00.0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/lime: 2021-D5-13 12:58:07 Report Version: 2019.1.300 Schema Version: rev 20260901 HERS Provider: CaiCERTS Inc. Report Generated: 2021-05-13 08_43:46 CERTIFICATE OF COMPLIANCE Project Name; Paul Reim - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-05.13T08:43:15.07:00 Input File Name: Reiml.ribdl9x CF1R-PRF-01E (Page 5 of 11) FENESTRATION / GLAZING 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientation Azimuth Widtb (ft) Height (ft) Mutt. Area (fill U•feeler U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existin g Condition New Left Hinged Window NewLeftLeft 180 5.34 6.67 1DOOf 35-62 0.3 NFRC 0.23 NFRC Bug Screen New n/a New Right Fixed Window New Right Wall Right 0 9 3 1 27 0_3 NFRC 0.23 NFRC Rug Screen New n/a OVERHANGS AND FINS 01 02 03 L J04 05 E 06 07 08 ,j 09 10 11 [ 12 13 I 14 1S 16 l 17 Window Overhang Left Fin Right Fin Depth Gist. Up '' Lefr"' Extent • n lxt , _. '.Existing ...Extent Flap Ht. Depth Top Up Dist L e• Bot Up ''' Depth Top up y Dist R Bot Up Status Verified Exlsting Condition Construction Alt Right Hinged Door 1.5 1 2 m l;. ;Alt 0: 9 0 Cl0 red Na New Left Openable 1 1 2 ' 2 0 b L- 0 .' o` e^ '.... 0- 0 0 New NA New Left 0 penable 2 • 1 1 2 2 0 0 0 0 0 0 0 0 0 New NA New Left Hinged Door 1 1 2 2 ❑ 0 0 0 0 0 0 0 0 New NA New Right Fixed 1 1 2 2 0 0 0 0 0 0 0 0 0 New NA SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft2) Perimeter (ft) Edge instil R-value and Depth Edge Instil R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition Ext.Existing Slab -on -Grade House 2690 264 none 0 80% No rig Existing No CERTIFICATE OF COMPLIANCE Project Name: Paul Reim - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-05-13T08:43:15-07:00 Input File Name: Relml.ribdl9x CF1R-PRF-01E (Page 6 of 11) OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 •05 06 07 08 ConstructianName Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous le -value U-factor Assembly Layers R•11 Wall Exterior Walls Wood Framed Wall 2x4 31 16 in_ O. C. R-11 None / None 0.11 inside Finish: Gypsum Board Cavity / Frame: R-11 / 2x4 Exterior Finish: 3 Coat Stucco R-21 Wall Exterior Walls Wood Framed Wall 2x6 [) 16 in. O. C. R-21 None) News 0,069 inside Finish: Gypsum Board Cavity / Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco R-15 Wall Exterior Walls Wood Framed Wall 2x4 ala 16 in. 0. C. R-15 None) None 0.095 Inside Finish: Gypsum Board Cavity/ Frame: R•1S / 2x4 Exterior Finish: 3 Coat Stucco F -CeilingDeck: Rva Exlsting House Attic Roofs od Fri ed 2 4 .. ,. "ai. e / e. g 0.4 Roofing: 10 PSF (No -off ileAirGap) Tile Gap: present Roof Wood Siding/sheathing/decking Cavity J Frame: no maul, / 2x4 Attic RoofAdditian Attic Roofs Wood Framed Ceiling 2x4 aa 24 in. D.C. R-21 None / None 0.051 Roofing: 10 PSF (Radial eAirGap) Tile Gap: present Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-3.0 insist R-19 Existing Attic Ceilings (below attic) Wood Framed Ceiling 2x6 @ 16 in. O. C. R-19 None / None 0.051 Over Ceiling Joists: R-4.7 insul. Cavity 1 Frame: R-14.3 / 2x6 Inside Finish: Gypsum Board R-38 Ceiling wJR 21@Root Ceilings (below attic) Wood Framed Ceiling 2x4 51 24 in. O. C. R-38 None / None 0.025 Over Ceiling Joists: R-28.9 insul. Cavity / Frame: R-9.1 / 7x4 inside Finish: Gypsum Board CERTIFICATE OF COMPLIANCE Project Name: Paul Reim - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time:2021-05-13T08:43:1S.07:00 Input File Name: Reiml.ribdl0x CF1R-PRF-01E (Page 7 of 11) OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 OS 06 07 CIS Construction Name Surface Type Construction Type Framing Total Cavity Raalue interior/Exterior Continuous R-Value U-factor Assembly Layers R-30 Floor o/Outside Exterior Floors Wood Framed Floor 2x12 ea 16 in. O. C. R-30 None) None 0.033 Floor Surface: Carpeted Fiaor Deck: Wood Siding/sheathing/decking Cavity / Frame: R•30 / 2x12 R-0 Floor No Crawlspace Interior Floors Wood Framed Floor 2x12 81 161n, O. C. R-0 None J None 0.196 Floor Surface: Carpeted Floor Deck. Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x12 Ceiling Below Finish: Gypsum Board BUILDIIN ENVELOPE- G HERS VERIFIi:ATfO w ems...' 01 -a. atw, � ,a i n04 0 Quality Insulation Installation (QII) . ; .. h R-va S I atiao uill nyelo : L keg CFMSO Not Required plc Ke urre . . 5 -. ‘50.11Reti,d " n a WATER HEATING SYSTEMS 01 02 03 04 OS 06 07 OR 09 10 Name System Type Distribution Type Water Heater Name RISolar Heating System Compact Distribution HERS Verification Status Verified Existing Condition Existing Water Heating System DHW Sys 1 Domestic Hot Water iDHW) Standard Distribution System OHW Heater 1(1) n/a None n/a Existing No Registration Number: 221-Ps t0093ee9A-000.000-0000000.o000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Dateflame: 2021-06•13 12:38.07 Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: CnICERTS inc. Report Generated: 2021-05-13 08143:46 CERTIFICATE OF COMPLIANCE Project Name: Paul Rein - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-05-13T08:43:15-07:00 Input File Name: Reiml.ribdi9x CF1R-PRF-01E (Page 8 of 11) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heating Element TypeUnit`' Tank Type # ed Tank V01. (gallor Energy Factor or Efficiency Input Rating Pilot Tank fnsulatien R-value (Inc/Ext} Standby Loss or Recovery Eff 1st Hr. Rating Flow Rate NEEA Heat Pump &and or Model Tank Location or Ambient Condition Status Verified Existing Condition Heater!! Gas SmaIlStorage 1 SO 0.53-EF re 75 k8t /hr 0 80 n/a n/a n/a Existing No WATER HEATING - HERS VERIFICATION 01 D2 03 O4 05 06 07 Ba Name Pipe Insulation a Parallel Piping Compact Distribution Compact Distribution ' Type Recirculation Control Central DHW Distribution Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Regiiired Not. Required Not Required !None Not Required Not Required Not Required SPACE CONDITIONING SYSTEMS ` "' ,tip 01 .n.gamier gii a.. -man..:.,: S 07 .- OB 09 10 11 NameHeating SystemType Unit Name Cooling Unit Name Fan Name Distribution Name Required Thermostat Type Status verified Existing Condition Heating Equipment Count Cooling Equipment Count HVAC House! Heating and cooling system other Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 n/a Existing No 1 1 HVAC Add2Heat tun Heat pump heating cooling Pump System 2 Heat Pump System 7 n/a n/a Setback New No 1 1 HVAC - HEATING UNiT TYPES 01 02 03 04 Name System Type Number of Units Heating Efficiency Heating Component 1 Central gas furnace 1 AFU E-80 CERTIFICATE OF COMPLIANCE Project Name: Paul Reim - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time:2U21-05-13T08:43:15-07:00 Input File Name; Reiml,ribdl9e CF1R-PRF-01E (Page 9 of 11) HVAC- COOLING UNFF TYPES 01 02 03 04 OS 06 07 08 Name System Type Number of Units Efficiency EER/CEER Efficiency SEER Zonally Controlled Muilt-speed Compressor HERS Verification Coding Component 1 Central split AC 1 11 13 Not Zonal single Speed J Cooling Component 1-hers-cool 01 02 03 04 OS 06 07 08 09 10 11 HVAC - HEAT PUMPS Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS Verification HSPF/COP Cap 47 Cap 17 SEER EER/CEER Heat Pump System 2 Ductless MiniSplit HP 1 .. 8.2 24000 14400 14 11 Not Zonal Single speed Heat Pump System 2•hers•htpump HVAC HEAT PUMPS - HERS VERIFICATION "¢ ; 01 02 N1 .. ?:t ...... .t.€4:W1 a 06 sa. w 08 09 Name Verified Airflow Airflow Target i a -�� Verified ��� '.. m r verified SEER �- � I a6Fr t1t •T- � Charge ". ��ifred HSPF Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump s-htpu System 2-hers-htpump Not Required D Not Required Not Required No No No No HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 OS 06 07 08 09 10 i 11 12 13 14 15 r 16 Duct Ins. R-value bust Location Surface Area Name Tien Design Type Supply Return Supply Return Supply Return Bypass Duct Duct leakage HERS Verification Scours Verified Existing Condition Existing Distribution system New Ducts 40R Air Distributi on System. 1 Unconditioned attic Non VerifiedBypass R-6 R6 Attic Attic n/a nfa No Duct Existing (not specified) Air Distributi on System 1-hers- dist Existing No n/a n/a CERTIFICATE OF COMPLIANCE Project Name: Paul Reim - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time;2021-05-13T08:43:15-07:00 Input File Name: Reiml.r1bd19x CFSR-PRF-01E (Page 10of11) HVAC FAN SYSTEMS - HERS VERIFICATION OS 02 03 Name Verified *ran Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1•hers•fan Not Required 0 Registration Number: 221-Pe 10093669A-tCs-six-mtooet-tc00 CA Building Energy Efficiency Standards-2019 Residential Compliance V Registration Date/Time, 2021.35.13 1258.07 Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: CeICERTB Inc. Report Generated: 2021-0S-13 08:43:46 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEOC/ZgI2O21 BY E ** SUMMARY SHEET 9* Project: Paul Reim -- La Quinta, CA Zone: 15 Remodeled Residence Walt Insulation: R-15 in All New or Newly Opened 2x4 Exterior Walls R-21 in All New or Newly Opened 2x6 Exterior Walls Ceiling Insulation: R-38 in All New Attic Areas with Additional R-21 Insulation Required Below Plywood Roof Deck in Vented Attic Space Radiant Foil Barrier: Not Required Cool Roof (CRRC): Not Required Raised Floor insulation: R-30 in All New Construction Slab Edge Insulation: None Hard Surface Flooring: None Required Minimum Furnace AFUE: 8.2 HSPF for New Ductless Heat/Pump Minimum Heating Capacity: 6,428 BTUH for Upstairs Only Minimum A/C SEER: 14.0 SEER/11.0 EER for New A/C A/C Tonnage: Mfn.Sens.= 9,505 @ 115° for Upstairs Only (A/C Size By Mechanical Contractor) Duct Insulation: N.A - Ductless Heat/Pump Glazing: All new windows and glass doors will have a weighted average NFRC U-factor of .30 or less and a weighted average SHGC of .23 or less with Low-E glass. Note(s)' 1) A new ductless heat/pump HVAC system will be installed for the new upstairs. 2) Use the existing water heater per the owner's request. 3) Use the existing HVAC system per the owner's request for the lower floor. CERTIFICATE OF COMPLIANCE Project Name: Paul Reim - Remodeled Residence Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-05.13T08:43:15-07:00 Input File Name: Reiml.ribdl9x 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: Rick Maurer oocumentativn Author Signature: a2 �--' Company: Rick Maurer Title 24, Inc. Signature Date: 2021.05-13 12:57:26 r BEAddress: �� 7544 Saddlehill Trail CEA) HERS Cer tifiwtion Id eradication Ili applicable): R19-90-30037 iyrsfx;o • , sLe5I" .'-�t3Yll� lr„�SF Et'it�GlGY 7L'ii1Ly5T City/State/Zip: Orange, CA 92869 Phone: 714-771-1507 RESPONSISLE PERSON'S DECLARATION STATEMENT C certify the following under penalty of perjury, under the laws of the State of California: 1. lure eligible under bnrlsion 3 of the 5usint ss and Professions Code to accept responsibility for the 2. i certify that the energy Tea Yu(dy'an. t rliEriarma nCe'3p'Etitacarons iderkified on this Certificate ❑f Comnkance 3. The building design features oi' yatem design Ieen Ties ldegtdred'$in this Certificate oil -Compliance cakuiatlons, plans and specificatiori53ubmitted to tfie.eiiforc envy f ip ILAVOWTIAWis building design identified on this Certificate of Compliance_ conform to the regvlre rnents or Title 24, Part 1 and Part 5 of the California Code of Regulations. re consistent with the information provided on other applicable compliance documents, woiksheets, WINN aj iriatien. Resflonslin le Designer Name: St { h Charlese c en nil a 0¢4 r signer - E Company: �: y LSA Architecture Inc. A g gd: i.:,..,:ar...e....-. "..:_s-ar,*44-- 021-45.13 12: $-0 Address: 2082 Michelson Drive Suite 100E License: n/a City/State/Zip: Irvine, CA 92612 Phone: 949-825-5218 Digitally signed by CaICERTS- This digital signature is provided at order to secure the content of this registered document, and in no way nplies Registration Provider responsibility Ice the accuracy of the information_ Registration Number: 22141 0100938e9A.000.000-0❑00000-0000 CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: 2021415-13 12;58107 Report Version:2019.1.300 Schema Version: rev 20200901 Easy to Verify al CalCERTS.com HERS Provider: CeICERTS inc. Report Generated: 2021-05-13 08:43:46 REVISIONS MEM Mil Mill A 1111.111 A MEM A NMI A Designer: LSA Architecture Inc. 8018 E. Santa Ana Canyon Road, #100-121 Anaheim, CA 92808 Owner: Paul Reim 49-363 Guijarro Drive La Quinta, CA 92253 Project: Remodeled Residence 49-363 Guijarro Drive La Quinta, CA 92253 Vier ANUIAM TITLE 24, INC, 7544 E. Saddlehiii Trail * Orange. CA 92869 Phone: (714) 771-1507 T-24©socal.rr.com Date 3 / 27 a i Drawn R.A.M. Joh # Sheet 24.E T M 2019 Energy Standards GENERAL NOTES 1. THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT OR ESVFME, INC. SHALL BE NOTIFIED OF ANY DISCREPANCY. 2. DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2019 EDITION OF THE CALIFORNIA BUILDING CODE, AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHO- RITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5. APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OR ALLOWABLE FAILURE TO COMPLY WITH THE PLANS AND SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE DESIGNER OR ENGINEER FOR INTERPRETATION OR CLARIFICATION. 6. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 7. VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ESVFME, INC. 8. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY ESVFME, INC. 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. HE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE SITE BY ESVFME, INC. SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, ESVFME, INC. AND THE SOIL ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 10. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11. CONSTRUCTION DOCUMENTS IDENTIFIED AS 'BID SET' ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO 'BID SET' DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS 'BID SET' ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12. ALL GUARD RAILS AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION @ TOP OF GUARDRAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI -FAMILY. 13. THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14. SLAB ON GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMENDATIONS SOLELY. THE SLAB ON GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL DESIGN ENGINEER. 15. IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT SGN), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. REINFORCING STEEL 1. ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #5 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #6 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9' MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2. ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3. ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4. ALL BENDS SHALL BE MADE COLD. 5. SPLICING OF #3-#5 BARS SHALL HAVE A MIN. LAPPING OF 42 DIA. OR 39' MIN., WHICH EVER IS GREATER, IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 & 48 DIA. FOR GRADE 60 MIN. OR 2'-0', WHICH EVER IS GREATER. REFER TO DETAIL 17/FD1 6. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: CONC. A. POURED AGAINST EARTH 3" B. POURED AGAINST FORM BELOW GRADE #6 AND LARGER #5 AND SMALLER C. D. EF. FORMED SLABS SLABS ON GRADE (FROM TOP OF SLAB) COLUMNS AND BEAMS TO MAIN BARS WALLS - EXPOSED TO WEATHER NOT EXPOSED TO WEATHER, #11 AND SMALLER #14 AND #18 CONCRETE 2" 1 1/2" 1" 1" 1 1/2" 1 1/2" 3/4' 1 1/2' 1. ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 2. CONCRETE SHALL BE DESIGNED AND TESTED AS OUTLINED IN THE SPECS. 3. ALL CEMENT SHALL CONFORM TO ASTM C-150. PLEASE CROSS-REFERENCE EXPOSURE CLASS SHOWN BELOW WITH CORROSION TABLE AT LOWER LEFT CORNER OF SGN SHT, FOR CONCRETE REQUIREMENTS. PROJECT EXPOSURE CLASS CLASS LOTS SO 4, FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHT WEIGHT CONCRETE. 5. ALL AGGREGATE SHALL BE COMPARABLE TO 'SAN GABRIEL VALLEY' AGGREGATE. THE SHRINKAGE SHALL BE AS PER ASTM C-157 WITH THE AVERAGE DRYING SHRINKAGE AT 28-DAYS NOT EXCEEDING 0.04%. 6. DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7. ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE. 8. CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9. TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR DEPRESSIONS, PITS, ETC. 10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11, ALL STRUCTURAL CONCRETE, TYPE II OR V ALL SLAB -ON -GRADE, TYPE II OR V ALL CONTINUOUS FOOTINGS AND PADS, TYPE II OR V F'c = 3,000 F'c = 2,500 F'c = 2,500 ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS. 12. ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1705.3 OF THE 2019 CBC UNLESS NOTED OTHERWISE. PSI PSI PSI 13. CONCRETE FOR SLAB ON GRADE SHALL HAVE A MAXIMUM OF 5 in. OF SLUMP PER ASTM C-143. 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. CEMENT ASTM C-150 TYPE 1 OR 2 MIN. CORROSION REQUIREMENTS COMBINED TABLE 19.3.1.1 AND TABLE 19.3.2.1 ACI 318-14 REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS CAT. SEVERITY CLASS CONDITION MAX. WATER- CEMENTITIOUS MATERIAL RATIO BY WEIGHT, Normal Weight of Concrete LIGHTWEIGHT AGGREGATE CONC. f'C ) Normal f'c Weight and Lightweight Aggregate Concrete, psi ADDITIONAL REQUIREMENTS S SULFATE WATER-SOLUBLE SULFATE (SO4)IN SOIL, PERCENT BY MASS### DISSOLVED SULFATE (SO4)IN WATER, PPM* CEMENTt TYPE ASTM C150 ASTM C595 ASTM C1157 NAPPLICTABLE SO** 0-0,10 0-150 N/A 2,500 NO TYPE RESTRICTION NO TYPE RESTRICTION NO TYPE RESTRICTION MODERATE S1** 0.10-0.20 150-1500 (SEAWATER) MO 4,000 II *§ Types IP, IS or IT with (MS) designation MS SEVERE S2*** 0.20-2.00 1500-10.000 0.45 4,500 V § Types IP, IS or IT with (HS) designation HS VERY SEVERE S3*** >2.00 >1 0,000 0.45 4,500 V plus pozzolan or slag° Types IP, IS or IT with (HS) designation plus pozzolan II or slag cement HS plus pozzolan or slag cement° MAX. WATER-SOLUBLE CHLORIDE ION(CI-) CONTENT IN CONCRETE PERCENT BY WEIGHT OF CEMENT# REINFORCED CONCRETE PRESTRESSED CONCRETE C CORROSION PROTECTION OF REINFORCE- MENT NOT APPLICABLE CO CONCRETE DRY OR PROTECTED FROM MOISTURE N/A 2,500 1.00 0.06 MODERATE C1 CONCRETE EXPOSED TO MOISTURE BUT NOT TO EXTERNAL SOURCES OF CHLORIDES. N/A 2,500 0.30 0.06 SEVERE## C2 CONCRETE EXPOSED TO MOISTURE AND EXTERNAL SOURCES OF CHLORIDES FROM DEICING CHEMICALS, SALT, BRACKISH WATER, SEA WATER, OR SPRAY FROM THESE SOURCES. .40 5,000 0.15 0.06 1I Alternative combinations of cementitious materials of those listed in Table Above shall be permitted when tested resistance and meeting criteria in ACI 318-14, SECTION 26.4.2.2(c) t For seawater exposure, other types of portland cements with tricalcium aluminate (C3 A) contents up to 10 percent are permitted if the w/cm does not exceed 0.40. § Other available types of cement such as Type I or Type III are permitted in Exposure Classes S1 or S2 it the C3A contents are less than 8 percent for Exposure Class S1 or less than 5 percent for Exposure Class S2. II The amount of the specific source of the pozzolan or slag cement to be used shall not be less than the amount that has been determined by service record to improve sulfate resistance when used in concrete containing Type V cement. Alternatively, the amount of the specific source of the pozzolan or slag cement to be used shall not be less than the amount tested in accordance with ASTM C1012 and meeting the criteria of 26.4.2.2(c) of ACI 318. # Water-soluable chloride ion content that is contributed from the ingredients include water, aggregates, cementitious materials, and admixtures shall be determined on the concrete mixture by ASTM C1218 at age between 28 and 42 days. ## Concrete cover shall be in accordance with Section 20.6 of ACI 318 ### Percent sulfate by mass in soil shall be determined by ASTM C1580 * Concentration of dissolved sulfate in water, in PPM, shall be determined by ASTM D516 or ASTM D4130 ** No restriction on calcium chloride admixture *** Calcium chloride admixture not permitted for sulfate STRUCT. STEEL 1. THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND ANY OTHER INDUSTRY STANDARDS. ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO AND APPROVED BY THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DIMENSIONS, DETAILS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED SUBCONTRACTORS, FIELD CONDITIONS, AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH 'SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS.',AISC, CURRENT EDITION. STEEL TO CONFORM TO ASTM A-992. 2. ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, USING THE ELECTRIC SHIELDING PROCESS AND CONFORMING TO AWS SPECIFICATIONS, E70XX ELECTRODE. 3. ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR AND SHOP DRAWINGS SHALL BE SUBMITTED TO ESI/FME, INC. THROUGH THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE GENERAL CONTRACTOR AND OWNER FOR REVIEW PRIOR TO FABRICATION. ANY PROPOSED DEVIATION, ADDITION OR QUESTIONS SHALL BE NOTED CONSPICUOUSLY AND CLEARLY ON THE SHOP DRAWINGS. STEEL FABRICATOR SHALL FIELD CHECK ALL DIMENSIONS PRIOR TO ERECTION TO PROVIDE FOR A PROPER FIT. ALL FIELD WELDING EXCEPT MINOR AND TACK WELDING SHALL BE CONTINUOUSLY INSPECTED BY AN APPROVED WELDING INSPECTOR. 4. USE 3/4' ROUND MACHINE BOLTS, 13/16' ROUND HOLES, FOR ALL CONNECTIONS, UNLESS OTHERWISE SHOWN. ALL BOLTS SHALL CONFORM TO ASTM A-307 FOR UNFINISHED BOLTS, EXCEPT WHERE SPECIFICALLY NOTED AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO ASTM A-325 OR ASTM A-490. HI TENSILE BOLTS SHALL BE THE FRICTION TYPE AND THERE SHALL BE NO PAINT, OIL, LACQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACE. HIGH STRENGTH BOLTS REQUIRE SPECIAL INSPECTION PER AISC 360 5. ALL STEEL EXPOSED TO WEATHER SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION. 6. PIPE COLUMNS SHALL CONFORM TO ASTM A-53-B (TYPE E OR S), U.N.O. 7. TUBE COLUMNS SHALL CONFORM TO ASTM A-501 OR A-500 GRADE B. U.N.O. 8. WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL PROVIDE 1/2' BOLT HOLES AT 4'-0' 0/C FOR ATTACHMENT OF NAILERS. SEE ARCHITECTURAL DRAWINGS FOR FINISHES. (OR NELSON STUDS 1/2' X 3' CPL ). 9. NONDESTRUCTIVE TESTING PER 2019 CBC SECTION 1705.13.1 ON STEEL MOMENT CONNECTION BETWEEN STEEL BEAM AND STEEL COLUMN, LUMBER/CARPENTRY 1 ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE WITH THE AMERICAN SOFTWOOD LUMBER STANDARD DOC PS 20, 2. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR OR REDWOOD WITH SODIUM BORATE (SBX) OR DISODIUM OCTABORATE TETRAHYDRATE (DOT). 3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32' TO 1/16' LARGER THAN THE NOMINAL BOLT DIAMETER. 4. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. 5, STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. 6. 2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED. 7, CROSS -BRIDGING SHALL BE PROVIDED AT 8'-0' O.C. MAX. FOR ALL FLOOR JOISTS OVER 10' IN DEPTH AND ALL ROOF JOISTS OVER 10' DEPTH. USE SOLID BLOCKING OR AN APPROVED TYPE METAL BRIDGING. WHERE STATED IN PRODUCTS ICC REPORT, CROSS -BRIDGING IS NOT REQUIRED FOR PRE -FABRICATED I -JOISTS. 8, ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL II OR C-D GRADE WITH EXTERIOR GLUE UNLESS NOTED OTHERWISE AND CONFORM TO DOC. PS1-09 OR DOC. PS2-010, EACH SHEET SHALL BE IDENTIFIED BY A REGISTERED STAMP D.F.P.A OR A.P.A. 9. ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10, ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM SIMPSON STRONG -TIE (TM). ESR# HARDWARE ESR# HARDWARE ESR# HARDWARE 2105 STRAPS 2613/112 A35's, H1LTP's's, & 130 HTT's 2330 HDU's 2615 M'FR. WD. HANGERS 2549 HANGERS 2616 GLB. 2552 I JOIST HANGERS 2920 PA's 2604 CC, CCQ 3050 CB, oBSa, PB SUBSTITUTIONS MUST BE PRE -APPROVED IN WRITING BY ESI/FME, 11, ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH, 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE: MOISTURE CONTENT IN LUMBER SHALL BE CERTIFIED BY ONE OF THREE METHODS LISTED IN CGC 4.506,1 CONTRACTOR TO DETERMINE METHOD. 2X4 STUDS (UP TO 10') "STUD' OR BETTER 2X4 STUDS (OVER 10') 'N0.2' OR BETTER 2X PLATES & 3X PLATES 'STANDARD' OR BETTER 2X6 STUDS NO.2 2X JOIST NO.2 4X10 POST AND SMALLER NO.2 OR STANDARD 4X12 POST AND LARGER NO.1 BEAMS AND STRINGERS 4X10 AND SMALLER 4X12 AND LARGER 6X AND 8X POST/TIMBERS NO.2 NO.1 NO.1 NO.1 ROOF PLANKING AND DECKING..COM.DEX. BOARD SHTG. AND STRIPPING..SUITABLE FOR INTENDED USE. 2018 NDS STRESS VALUES FOR DOUGLAS FIR -LARCH: SINGLE/REPETITIVE 2X4 #2: Fb= 1350/1552 PSI ; Fv=180 2X6 #2: Fb= 1170/1345 PSI 2X8 #2: Fb= 1080/1242 PSI 2X10 #2: Fb= 990/1138 PSI 2X12 #2: Fb= 900/1150 PSI 2X14 #2: Fb= 810/ 931 PSI 4X4 #2: Fb= 1350 PSI 4X6 #2: Fb= 1170 PSI 4X8 #2: Fb= 1170 PSI 4X10 #2: Fb= 1080 PSI 4X12 #1: Fb= 1100 PSI ; Fv=180 psi E= 1.7x10 4X14 #1: Fb= 1000 PSI 4X16 #1: Fb= 1000 PSI 6X10 #1: Fb= 1350 PSI ; Fv=170 6X12 #1: Fb= 1350 PSI 12. ALL NAILING TO BE PER TABLE NUMBER 2304.10.1 OF THE LATEST 6 psi E=1.6x10 6 6 psi, E=1.6x10 CALIFORNIA BUILDING CODE, UNLESS NOTED OTHERWISE. 13. PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWSE), STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0', 14. WHENEVER LATERAL BRACING OF WEB MEMBER IN TRUSSES IS REQUIRED, THE LATERAL BRACE MUST END ON AN EXTERIOR BEARING WALL. 15. FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16. EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 8' ABOVE EXPOSED EARTH AND AT LEAST 1' ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON- CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8' ABOVE ADJACENT GRADE PER C.B.C. SECT. 2304.12.2.2 ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'PB' OR EQUIVALENT. 17. PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON -BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 TO 6 FEET IN WIDTH. 18. PROVIDE MINIMUM 1/2' CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON -BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19. ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR RAFTER. U.N.O. 20. WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. 'Z' BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21. INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A. STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B. AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C. BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22. FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12' O.0 STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2' DIA. M.B's AT 18' O.0 STAGGERED. 4X OR LARGER BEAMS; 1/2' DIA. M,B's AT 12' O.0 STAGGERED. 23. ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER. 24. ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON 'LUS' HANGERS U.N.O., AND SIMPSON 'IUS' FOR TJI's, U.N.O. ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING UNLESS NOTED OTHERWISE. 26, ALL BEAMS TO BE SUPPORTED WITH FULL BEARING, U.N.O 27, ROOF SHEATHING IS TO CONTINUE UNDER CALIFORNIA FRAMING, TYP. 28. APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX -OUTS, FUR -OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF THE PLYWOOD. 29. PROVIDE FURRING AS NEEDED TO ALIGN NON -SHEAR WALLS WITH SHEAR WALLS. 30. PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C. 31. DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN (8) 16d's PER TOP PLATE SPLICE. 32. TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 33. SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34. ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER. 35. ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON PB's AND/ OR BC's MINIMUM, UNLESS NOTED OTHERWISE. 36. ALL SIMPSON HD, HTT, HDQ, HDU, PHD, HDA, AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 37. ALL EXTERIOR WALLS ARE TO BE SECURED WITH MIN. 5/8' DIA. x 10' ANCHOR BOLTS AT 72 in. O.C., U.N.O. 38. ALL INTERIOR WALLS TO BE SECURED WITH SHOT PINS PER MANUFACTURER 'S RECOMMENDATION, U.N.O. CALCULATIONS GOVERN IN ALL CASES. RECOMMEND SIMPSON .145' DIA. PDP POWER ACUATED ANCHORS 3" LONG @ 24"o.c. U.N.O. (ICC ESR#2138) OR EQUAL. 39. ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2308 OF THE CALIFORNIA BUILDING CODE, U.N.O. 40. ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER REVIEW. 41, TRUSS MANUFACTURER TO PROVIDE CALCULATIONS, SHOP DRAWINGS, DETAILS, TRUSS HANGERS, BRIDGING AND ERECTION BRACING. 42. PROVIDE DOUBLE 2X SOLE PLATES WITH SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2' LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43. WHERE BOTH TOP PLATES ARE BROKEN, STRAP WITH ST6224 MIN. U.N.O. 44. COMMON NAILS SHALL BE USED FOR ALL PLY SHEATHING TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45. ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1) 2X4 KING STUD AT EACH END, U.N.O. 46. AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK (16 GA.) AND 1 ' WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS THAN (6) 16d NAILS. 47. PROIVIDE SOILD BLOCKING AT SOFFIT CEILINGS. 48. SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. 49. STAIR STRINGER SHALL BE 2x12 DF#1 @ 12' O.C. EXTERIOR STAIR STRINGERS SHALL BE (2)2x12 D.F.#1 WHEN OVER 6 FT. SPAN AND UNDER 9'-6' SPAN 50. A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT. 51. DO NOT PENETRATE SHEAR PANELS WITH ELECTRICAL PANELS, RETURN AIR GRILLES AND TANKLESS WATER -HEATER PANELS. NOTIFY ESI/FME PRIOR TO POURING OF FOUNDATION, IF UNABLE TO FIND ALTERNATE LOCATION. 52. RAISED FLOOR AREA: PROVIDE FULL DEPTH I-BLK'G. @ 3RD POINTS w/CS16 @ BOTTOM OF BLK'G. 53. ALL POSTS, GIRDER BEAMS, AND DECK JOISTS AT PATIO DECKS SHALL BE PRESERVATIVE TREATED OR PAINTED WOOD, OR REDWOOD #1 GLULAMS/MFR. WD. PROD. MASONRY 1. ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2' DOUGLAS FIR LAMINATIONS, COMBINATION 24-F PER AITC. 2. IND. APP. GRADE: Fb=2400 PSI; Fv=240 PSI; E=1,8X106 PSI 3. INDUSTRIAL APPEARANCE GRADE SHALL BE USED, WITH MOISTURE CONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4. FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC A190.1 & ASTM 3737. LUMBER SHALL BE MARKED WITH AN AITC QUALITY MARK INDICATING CONFORMANCE WITH THE COMMERCIAL STANDARD 'STRUCTURAL GLUED LAMINATED LUMBER 5. GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT. 6. THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS TO BUILDING DEPARTMENT AND ESI/FME, INC. FOR APPROVAL PRIOR TO FABRICATION. 7. ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS=1600 UNLESS NOTED OTHERWISE. 8, PARALLAM PSL 2.0E BY I -LEVEL PER ESR-1387 fb=2900 PSI; fv=290 PSI; E=2.0 x 106 PSI - RR# 25202 TIMBERSTRAND LSL 1.55E BY I -LEVEL PER ESR-1387 fb=2325 PSI; fv=310 PSI; E=1.55 x 10 PSI - RR# 25202 VERSA -LAM PSL 2.0 E BY BOISE CASCADE PER ICC ESR-1040 fb=3100 PSI, fv=285 PSI; E=2.0 x 106 PSI RIGIDLAM LVL 2.0E BY ROSEBURG PER ICC ESR-1210 fb=2900 PSI, fv=285 PSI; E=2.0 x 106 PSI RR#25439 RIGIDLAM LVL 1.5E BY ROSEBURG PER ICC ESR-1210 fb=2400 PSI, fv=220 PSI; E=1.5 x 106 PSI RR#25439 GLULAM (V4) BY BOISE CASCADE PER ANSI/AITC A190.10 fb=2400 PSI, fv=265 PSI; E=1.8 x 106 PSI 9. PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10. I -LEVEL I -JOISTS PER ICC ESR#1153, RR#25538 LOUISIANA PACIFIC I -JOISTS PER ICC ESR#1305, RR#25176 BOISE CASCADE I -JOISTS PER ICC ESR#1336, RR#24999 ROSEBURG I -JOISTS PER ICC ESR#1251, RR#25439 11. PROVIDE DOUBLE I -JOISTS OR DOUBLE I -JOIST BLOCKS WHEN 16d SOLE PLATE NAILING IS LESS THAN 4' O.C. AT SHEAR WALL ABOVE. 12. REFER TO I -JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I -JOIST WEB. 13. CANTILEVER I -JOIST BACK SPAN MUST BE PERMANENTLY BRACED WITH EITHER DIRECT APPLIED CEILING OR PERMANENT BRACING AT 1/3 POINTS. REFER TO M'FR. SPECS. 14. FLOOR SHEATHING TO BE NAILED AND GLUED WITH A SOLVENT -BASED SUBFLOOR ADHESIVE THAT MEETS ASTM D3498 PERFORMANCE STANDARD 10d(0.148x3') NAILS @ 4' o.c. @ EDGES & BOUNDARIES ARE TO BE USED ON FLOOR SHEATHING. FOUNDATION/SITE WORK 1. THE FOUNDATION DESIGN IS BASED ON THE FOUNDATION INVESTIGATION BY SOIL REPORT SUBMITTED: PER: 2019 CBC TABLE 1806.2 2. THE ALLOWABLE SOIL BEARING VALUE IS 1,000 PSF FOR CONTINUOUS FOOTINGS. 3. ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. 4. SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES AND WALLS, AS REQUIRED. 5. PROVIDE NON -EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 6. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 7. THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 8. SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK OR LIABILITY OF ESI/FME, INC. THE SUBGRADE CONFIGURATION SHOWN IN DETAIL 1/FD1 OR THE POST -TENSION DETAILS REFLECT THE GENERAL RECOMENDATIONS OF THE SOILS ENGINEER, AND/OR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO REVIEW THE SLAB SUBGRADE CONFIGURATION WITH THE SOILS ENGINEER, AND CONCRETE/FLOORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION. PLEASE REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS. 9, ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 10. PLACE 20'-0' REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 11. FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MIN. OF 20'-0' O.C. E/W IS RECOMMENDED. 12. DRIVEWAY PAVING SHALL BE 4' PORTLAND CEMENT CONCRETE. (5 SACKS MIN.). 13. FOR POST -TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS. 14. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEOC/Z9/ZO2By �F A /1\ L-� 1. ALL MASONRY WORK SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 2. CONCRETE BLOCK SHALL BE OF SIZES SHOWN ON ARCHITECTURAL DRAWINGS AND/OR CALLED FOR IN SPECS. AND CONFORM TO ASTM C90-05, GRADE 'A' NORMALWEIGHT UNITS WITH MAXIMUM LINEAR SHRINKAGE OF 0.06 % f'm = 2,000 PSI GROUTED REINFORCED CELLS. 3, MORTAR MIX SHALL CONSIST OF ONE PART PORTLAND CEMENT, VOLUME OF SAND NOT LESS THAT 2-1/2 AND NOT MORE THAN 3 TIMES THE SUM OF THE VOLUMES OF CEMENT AND LIME USED, AND 1/4 TO 1/2 PART HYDRATED LIME OR LIME PUTTY. MINIMUM COMPRESSIVE STRENGTH OF MORTAR TO BE f'm=1800PS1 4, GROUT SHALL CONSIST OF ONE PART PORTLAND CEMENT, 3 PARTS SAND AND 2 PARTS PEA GRAVEL. COMPRESSIVE STRENGTH OF GROUT SHALL NOT BE LESS THAN f'c = 2000 PSI. 5, PROVIDE CLEANOUT OPENINGS AT BOTTOM OF ALL VERTICALLY GROUTED CELLS IF GROUT LIFT EXCEEDS 4'-0', 6, ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF 1/2" GROUT. 7. BOLTS SHALL BE GROUTED WITH 1' OF GROUT BETWEEN BOLT AND MASONRY. 8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED. 9. DOWELS IN CONCRETE FOR MASONRY WALLS SHALL BE THE SAME SIZE AND SPACING AS MASONRY WALL REINFORCING. 10. ALL MASONRY, EXCEPT VENEER, SHALL BE REINFORCED GROUTED MASONRY, GROUT CELLS CONTAINING REINFORCING UNLESS NOTED OTHERWISE. GROUT SOLID ALL MASONRY RETAINING EARTH UP TO 6 in. ABOVE RETAINING WALL. 11. ALL VERTICAL REINFORCING IN MASONRY WALLS NOT RETAINING EARTH SHALL BE LOCATED IN THE CENTER OF THE WALL, U.N.O. 12. REINFORCING SHALL BE SECURELY HELD AND BRACED IN PLACE TO PREVENT MOVEMENT WHILE PLACING MASONRY. 13. THE LEVEL 2 QUALITY ASSURANCE PROGRAM FOR RISK CATEGORY I, II, Ill PER 2019 CBC TABLE 1604.5 SHALL COMPLY WITH TABLE 3 OF TMS 602-16 THE LEVEL 3 QUALITY ASSURANCE PROGRAM FOR RISK CATEGORY IV PER 2019 CBC TABLE 1604.5 SHALL COMPLY WITH WITH TABLE 3 OF TMS 602-16 WOOD TRUSSES 1. MANUFACTURER SHALL SUPPLY TO THE ARCHITECT/ENGINEER AND THE BUILDING DEPARTMENT, CALCULATIONS AND SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. ALL CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A CALIFORNIA REGISTERED PROFESSIONAL ENGINEER. iT SHALL BE THE RESPONSIBILITY OF THE MANUFACTURER TO OBTAIN BUILDING DEPARTMENT APPROVAL FOR CALCULATIONS AND SHOP DRAWINGS PRIOR TO FABRICATION. 2. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST LOCAL BUILDING CODE FOR ALL LOADS IMPOSED, INCLUDING LATERAL LOADS AND MECHANICAL EQUIPMENT LOADS. 3. ALL CONNECTORS SHALL BE ICC APPROVED AND OF ADEQUATE STRENGTH TO RESIST STRESSES DUE TO THE LOADINGS INVOLVED. 4. TOTAL LOAD DEFLECTIONS SHALL BE LIMITED TO L/240 5. CROSS BRIDGING AND/OR BRACING SHALL BE PROVIDED AND DETAILED AS REQUIRED TO ADEQUATELY BRACE ALL TRUSSES. 6. EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE HAVE PERMANENTLY AFFIXED THERETO THE FOLLOWING INFORMATION LOCATED WITHIN 2 FEET OF THE CENTER OF THE 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 7, DOUGLAS FIR SPECIES TO BE USED FOR TOP AND BOTTOM CHORDS OF TRUSSES U.N.O. DESIGN LOADS: RISK CATERGORY = II VERTICAL SEISMIC WIND ROOF DL = 20 PSF SEISMIC DESIGN CATEGORY= D WIND VELOCITY = 110 MPH ROOF LL = 20 PSF SITE CLASS = D WIND EXPOSURE = C FLOOR DL = 14 PSF BASIC -SEISMIC -FORCE -RESISTING SYSTEM LIGHT FRAMED WALLS FLOOR LL = 40 PSF ANALYSIS PROCEDURE SIMPLIFIED METHOD [SM] SOILS DECK DL = 14 PSF le= 1 R = 6.5 C@ LIGHT FRAME SBP = 1,500 psf DECK LL = 60 PSF W/WD PANEL (PER OSHPD REPORT) Ss = 1.5 Si = 0.6 (FOR SM DESIGN) Ss = 1.5 (PER USGS WEBSITE) Fa = 1.0 (PER SOILS REPORT) SDs = 1.0 (FOR SM DESIGN) Fa = 1.0 (FOR SM DESIGN) SDs = 1.0 CS = 0.154 DESIGN BASE = 0.154W TRUSS DESIGN: UNINHABITALE ATTICS WHICH QUALIFY FOR LIMITED STORAGE REQUIREMENTS SHALL BE DESIGNED WITH LL=20 PSF AND BOTTOM CHORD DL=10 PSF PER TABLE 1607.1. STRUCTURAL OBSERVATION REQ. STRUCTURAL OBSERVATIONS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 1704 OF THE CALIFORNIA BUILDING CODE FOR THIS PROJECT. STRUCTURAL OBSERVATION IS DEFINED IN CBC SECTION 202 AS "...THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM FOR GENERAL CONFORMANCE TO THE APPROVED PLANS < I I < I 2. STRUCTURAL OBSERVATION SHALL BE PERFORMED BY THE ENGINEER RESPONSIBLE FOR THE DESIGN OF THE STRUCTURAL SYSTEM, OR BY AN OBSERVER DESIGNATED <, BY THE ENGINEER OF RECORD. THE STRUCTURAL OBSERVER SHALL BE EMPLOYED <`) BY ESI/FME, INC. NOT THE CONTRACTOR. <' 3. REQUIRED OBSERVATION 1. FRAMING PRIOR TO WRAPPING < I W cc Lu W cc cc o 0 0) 0 co co N N I I LO LC) CO co CO co I I • ti Lu -- X O ¢ O- LL CV 0 N 0 r` I` 0 z W Qcc 0 DZ J Q ZW � W Revisions: A 1st P.C. 05/05/21 A CLIENT / \ CHANGES 05/14/21 Tob No. M077 Drawn: KF Date: 02/16/21 Sheet SGN REFER FOUNDATION PLAN BAR EXISTING —NO CHANGE MASTER BEDROOM EXISTING —NO CHANGE DINING EXISTING —NO CHANGE FAMILY EXISTING —NO CHANGE KITCHEN EXISTING —NO CHANGE A /2" L 24" SQ. x 12" DEEP CONC. PAD w/(2)#4 BARS @ BOTTOM UNDERMINE 30" SQ. CONC. PAD x 12" THICK w/(3)#4 BARS E/W (@ BOTTOM NON -SHRINK CONCRETES I 1-1 I -I 1- Nov N r NOOK EXISTING —NO CHANGE ENTR). EXI S TI N —NO CHANGE STA NEW J 2EAB IRS MASTER BATH REMODEL UNDERMINE 30" SQ. CONC. PAD x 12" THICK w/(3)#4 BARS E/W ® BOTTOM - NON -SHRINK CONCRETE 7 s )BOOM J GARAGE EXISTING —NO CHANGE O 2 �) RED COURT UNDERMINE 30" SQ. CONC. PAD x 12" THICK w/(3)#4 _BARS E/W @ BOTTOM NON -SHRINK CONCRETE I I HALL 42" SQ. CONC. PAD x FD1,1 EXI S �l —NO CHANGE 24" SQ. CONC. PAD x 12" DP. w/(2)#4 BARS ® BOTTOM L_ A / 1 \ L BATH 2 8' CL G. EXISTING —NO CI3" BAT/- 8' CL G. EXISTING —NO CHANGE � J ANY CONCRETE EPDXY REQUIRES SPECIAL INSPECTION BEDROOM 2 EXISTING —NO CHANGE FOUNDATION NOTES: ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK, 1. ALL EXTERIOR WALLS ARE TO BE SECURED WITH 5/8' DIAMETER BY 10' LONG ANCHOR BOLTS EMBEDDED AT LEAST 7' INTO CONCRETE WITH A MAXIMUM SPACING OF 72' O.C. U.N.O. THERE SHALL BE A MINIMUM OF TWO ANCHORS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12' MAX. & 4-1/2' MIN. OF EA. END OF EA. PIECE. SHEAR WALLS BOLTS SHALL HAVE A PROPERLY SIZED NUT AND A 35(3'x.229' WASHER. THE WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDE BETWEEN THE NUT AND WASHER. WASHER TO BE INSTALLED WITHIN A 1/2' OF THE SHEATHED SIDE OF THE PLATE. A STANDARD CUT WASHER MAY BE USED AT NON -SHEAR W ALL LOCATIONS. 2. ALL INTERIOR NON -SHEAR WALLS ARE TO BE SECURED WITH SHOT PINS INSTALLED PER MANUFACTURERS RECOMMENDATIONS, U.N.O. STRUCTURAL ENGINEERS CALCULATIONS GOVERN IN ALL CASES. 3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS, DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR OR REDWOOD WITH SODIUM BORATE (SBX) OR DISODIUM OCTABORATE TETRAHYDRATE (DOT). NOTE: WHEN REQUIRED BY LOCAL BUILDING DEPARTMENT ALL ANCHOR BOLTS AND HOLDOWN BOLTS TO BE SET IN PLACE PRIOR TO CITY FOUNDATION INSPECTION SOIL INFORMATION: 1, FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT, SOILS ENGINEER TO PROVIDE FOUNDATION INSPECTOR AS OUTLINED IN LATEST SOIL REPORT. 2. OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER, DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. ESI/FME IS TO BE SUPPLIED WITH ALL UPDATED REPORTS. 7 EXISTING 12 " WIDE x12 " DEEP FIG. L J (ASSUMED) NEW FOOTING & SLAB 18" WIDE x 24" DEEP GRADE BEAM w/(2)#6 BARS TOP & BOTTOM CONT, ANCHOR BOLT LEGEND: AB64 AB56 AB48 AB40 AB32 AB24 AB16 AB 8 2AB 5/8' DIA. X 12" ANCHOR BOLTS AT 64" O.C. 5/8" DIA. X 12" ANCHOR BOLTS AT 56" O.C. 5/8' DIA. X 12' ANCHOR BOLTS AT 48' O,C, 5/8' DIA. X 12" ANCHOR BOLTS AT 40" O.C. 5/8" DIA. X 12" ANCHOR BOLTS AT 32' O,C, 5/8" DIA. X 12" ANCHOR BOLTS AT 24" O,C, 5/8" DIA. X 12" ANCHOR BOLTS AT 16" O.C. 5/8' DIA, X 12" ANCHOR BOLTS AT 8" O,C, (2) 5/8' DIA X 12" ANCHOR BOLTS. 3AB : (3) 5/8" DIA. x 12" ANCHOR BOLTS. 2ABXX (2) 5/8" DIA X 12" ANCHOR BOLTS. 3ABXX : (3) 5/8' DIA X 12' ANCHOR BOLTS. INSTALL EPDXY ANCHORS w/ SIMPSON SET-XP @ (E) FOUNDATION PER ICC ESR-2508 EAB48 : 5/8' DIA. ALL -THREAD ROD AT 48" O.C. EAB32 5/8" DIA. ALL -THREAD ROD AT 32' O.C. EAB24 5/8' DIA. ALL -THREAD ROD AT 24' O.C, EAB16 5/8' DIA. ALL -THREAD ROD AT 16' O.C. EAB 8 : 5/8" DIA. ALL -THREAD ROD AT 8" O,C. 2EAB : (2) 5/8" DIA ALL -THREAD ROD. 3EAB (3) 5/8" DIA ALL -THREAD ROD. 2-#4 : PROVIDE A TOTAL OF 2 #4 AT TOP AND 2 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. 3-#4 : PROVIDE A TOTAL OF 3 #4 AT TOP AND 3 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. 4-#4 : PROVIDE A TOTAL OF 4 #4 AT TOP AND 4 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. HTT4 (1) SIMPSON HTT4 PER POST. HTT5 (1) SIMPSON HTT5 PER POST, HDU2 (1) SIMPSON HDU2-SDS2.5 PER POST. HDU4 (1) SIMPSON HDU4-SDS2,5 PER POST. HDU5 (1) SIMPSON HDU5-SDS2,5 PER POST. HDU8 (1) SIMPSON HDU8-SDS2,5 PER POST. HDQ8 (1) SIMPSON HDQ8-SDS3 PER POST, HDU11 : (1) SIMPSON HDU11-SDS2,5 PER POST. HDU14 : (1) SIMPSON HDU14-SDS2.5 PER POST. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE oArE06/29/2021 By F. WALL LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL WALL ABOVE (N) = NEW ITEM (E) = EXISTING ITEM TO REMAIN (VERIFY) (R) = EXISTING ITEM TO BE REMOVED NOTE: IF EXISTING CONDITIONS CONFLICT WITH THAT SHOWN ON THESE PLANS, OR IF EXISTING CONDITIONS PREVENT NEW CONSTRUCTION AS INDICATED ON THESE PLANS, PLEASE CONTACT ESI/Fv1E, INC. BEFORE CONTINUING. w c Wc cp z Luz w cc o CD cn CD co 00 N N LCD LO OD co C OD I I ti w z -- X oQ 0_w 5 14 2021 N- N- 0 z `oo,2 W d Q W W H �NoEm> tW' w 0) 0 O m § E Z J d Z 0 0 z 0 Revisions: A 1st P.C. A CLIENT "CHANGES CHANGES 05/05/21 05/14/21 Tob No. M077 Drawn: KF Date: 02/16/21 Sheet SCALE : 1/4" = 1'-0" s-i 2ND FLOOR ROOF FRAMING PLAN SCALE : 1/4" = 1'-0" r ❑ -r J BAR BAR EXISTING -NO CHANGI ST6224 BM. TO BM. F SD 1 . DBL. TOP PLATE ABOVEL=8'-0' DROP 4x10 L=9'-0"± SPN16 10 56 ATTIC 6x8 F L A EXISTING co K.POST TYP. 0 LY SPN 16 lJ l L=8'-0" FLAT ROOF EXISTING MIASTEH B DHOOM E ISTING -110 CHANGE 1ST FLOOR FRAMING PLAN DINING EXISTING -NO CHANGE FAMILY EXISTING -NO CHANGE (N) SD 1 A / 2 \ L ( I fa KITCHEN EXISTING -NO CHANGE (N) (N)FL. CANT. -83Y2"x11 7/8"GLB. L=18'-0"± MASTER //A RD EXI S TI N G -NO CHANGE 15 ( NOOK EXISTING -NO CHI1 NGE 1 EN IR EXISTING -NO CHANGE(N) L=8'-0" L=11'-0" (N) (N) MIA S I BSA TH RFMODE Nr 4x6 4x6 ® GUARD 11 RAIL iA L�? 2x10 RIDGE BOARD -66 (N) H- 10 (N) L=13'-6" .o.sEctk (N) A / L_. 4k4 I.. POST SPN16 L=7'-0" `I O N � L=8'-(�„ SPN16 10 H 0 0 FL EXISTIN,p r COVER D COURT (N) FL. 3y2" x 117/8' B� L=18=0" II HA (N) 4L (E)4x6 I B DHO M �3 EXISTING -NO CHANGE (N)FL. 5y"x117/8" _ = GLB=22'-0" n J� SD 1 () (N) (N)4x8 C J co J c €A r 8' CL GI. L -£SI S TII� \\ /fNO C i 1 • -BA T11r O CL G. EXISTING °s>. -NO ,THANGE P N N) r J (N) 1 WALL LEGEND: EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED NEW WALL WALL ABOVE (N) = NEW ITEM (E) = EXISTING ITEM TO REMAIN (VERIFY) (R) = EXISTING ITEM TO BE REMOVED \OTE: IF EXISTI\G CO\TITIO\S CO\FLICT WITH THAT SHOW\ 0\ THESE PLA\S, 0H IF EXISTI\G CO\DITTO\S PEEVE\T \EW CO\STRUCTIO\ AS I\DICATED 0\ THESE PLA\S, PLEASE CO\TACT ESI/FvE, I\C. E,EFOE CONTI\UING. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE oarE06/29/2021 By E CARAtE EXISTINq -NO CHANGE 1 BEIRooM 2 EXIS -NO NG CHANGE J LATERAL SHEAR NOTES ( 2019 CBC / AF&PA SDPWS SEISMIC DESIGN CATEGORY D & E ) VERTICAL, 10. 3/8" WOOD STRUCTURAL PANEL WITH EDGES AND 12" O.0 AT FIELD (TABLE 11. 3/8" WOOD STRUCTURAL PANEL WITH EDGES AND 12" O.0 AT FIELD (TABLE 12. 3/8" WOOD STRUCTURAL PANEL WITH EDGES AND 12" O.0 AT FIELD (TABLE 13. 3/8" WOOD STRUCTURAL PANEL WITH EDGES AND 12" O.0 AT FIELD (TABLE FRAMING MEMBERS DOUGLAS FIR -LARCH AT 16" O.0 8d COMMON NAILS AT 6" O.0 AT 4.3A, SDPWS) 8d COMMON NAILS AT 4" O.0 AT 4.3A, SDPWS) 8d COMMON NAILS AT 3" O.0 AT 4.3A, SDPWS) 8d COMMON NAILS AT 2" O.0 AT 4.3A, SDPWS) 260 PLF 350 PLF 490 PLF 640 PLF 14. 1/2"(OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12" O.0 AT FIELD (TABLE 4.3A, SDPWS) 770 PLF 15. 1/2"(OR 15/32) STRUCT. I WOOD PANEL WITH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12" O.0 AT FIELD (TABLE 4.3A, SDPWS) 870 PLF HORIZONTAL: (3/8" @ CEILING LIDS, 15/32" @ ROOF SHT'G) (3/8" PANEL VALUES AND NAILING BELOW MAY BE USED FOR 15/32" 20. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 6" O.0 AT BOUNDARIES, 6" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) 21. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 4" O.0 AT BOUNDARIES, 6" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) 22. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 2.5" O.0 STAGG. AT BOUNDARIES, 4" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) 23. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 2" O.0 STAGG. AT BOUNDARIES, 3" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) / >f \ HORIZONTAL: FRAMING MEMBERS DOUGLAS FIR -LARCH AT 24" O.0 PANELS) 24. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 6" O.0 AT BOUNDARIES, 6" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) 25. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 4" O.0 AT BOUNDARIES, 6" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) 26. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 2.5" O.0 STAGG. AT BOUNDARIES, 4" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) 27. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 2" O.0 STAGG. AT BOUNDARIES, 3" O.C. AT EDGES AND 10" O.0 AT FIELD (TABLE 4.2A, SDPWS-2015) NOTES: A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG TESTING LABORATORIES THESE VALUES ARE FOR DOUG-FIR LARCH OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES. B. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL PANEL JOINTS. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X WHEN NAILING IS 2.5" O.C. OR LESS. C. WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6" 0.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE. D. FOR SHEAR WALLS 12 TO A USE THE FOLLOWING: 1) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING 2) EDGE NAILING SHALL BE STAGGERED E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY. F. REQUIRED STEEL PLATE WASHERS AT SHEAR WALLS ONLY (WHEN ANCHOR BOLTS ARE USED: 3" x 3" x .229" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (SDPWS SECT. 4.3.6.4.3) WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDED BETWEEN THE WASHER AND NUT. WASHER TO BE INSTALLED WITHIN 1/2" OF WOOD STRUCTURAL PANEL OR 3X MUDSILL G. A STANDARD CUT WASHER MAY BE USED AT ALL NON -SHEAR WALL LOCATIONS WITH ANCHOR BOLTS. HORIZONTAL: ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR (TABLE 2304.8 2019 CBC) ROOF: JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL PII 32/16, WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. HORIZONTAL DIAPHRAGM VALUES FOR 3/8" WOOD STRUCTURAL PANELS MAY BE USED FOR 15/32" WOOD STRUCTURAL PANELS. U.N.O. FLOOR: * JOIST SPACING EQUAL TO OR LESS THAN 16" O.C: 19/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 32/16, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. JOIST SPACING EQUAL TO OR LESS THAN 20" O.C: 19/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 40/20, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12"O.0 FIELD. JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 23/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 48/24, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. * PANEL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH BLOCKING NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER SUBFLOOR. FRAMING LEGEND: 4-O O ID (-0 ) CI A 2X6 AT B 2X6 AT C 2X6 AT D 2X8 AT E 2X8 AT F 2X8 AT G 2X10 AT H 2X10 AT J 2X10 AT K (2)2X10 L 2X12 AT M 2X12 AT N 2X12 AT 12" O.0 16" O.0 24" O.0 12" O.0 16" O.0 24" O.0 12" O.0 16" O.0 24" O.0 AT 16" O.0 12" O.0 16" O.0 24" O.0 P (2)2X12 AT 16" O.0 T TRUSS AT 24" O.0 INDICATES SPAN AND DIRECTION OF ROOF JOISTS AND RAFTERS INDICATES SPAN AND DIRECTION OF TRUSSES INDICATES SPAN AND DIRECTION OF FLOOR JOISTS INDICATES SPAN AND DIRECTION OF CEILING JOISTS INDICATES SPAN AND DIRECTION OF DECK JOISTS (SLOPED AS REQUIRED) 240 PLF 320 PLF 480 PLF 545 PLF FRAMING MEMBERS DOUGLAS FIR -LARCH AT 16" O.0 .320 PLF 425 PLF .640 PLF 730 PLF I -JOIST TABLE MARK SPACING SIZE & MANUFACTURER OPTIONS Q- I -JOIST 0 12" O.C. a) 9 1/2" TJI / 210 b) 9 1/2" LPI / 20+ c) 9 1/2" BCI / 5000 1.8 c) 9 1/2" RFPI / 400 R- I -JOIST 0 16" 0.C. S- I -JOIST 0 24" O.C. U- I -JOIST 0 12" O.C. a) 11 7/8" TJI / 210 b) 11 7/8" LPI / 20+ c) 11 7/8" BCI / 5000 1.8 c) 11 7/8" RFPI / 400 V- I -JOIST 0 16" O.C. W- I -JOIST @ 19.2" 0.C. X- I -JOIST @ 12" O.C. a) 11 7/8" TJI / 360 b) 11 7/8" LPI / 36 c) 11 7/8" BCI / 60 2.0 c) 11 7/8" RFPI / 70 Y- I -JOIST @ 16" 0.C. Z- I -JOIST 6) 19.2" 0.C. B.O.B.= INDICATES BOTTOM OF BEAM D.T.= INDICATES DRAG TRUSS WITH ROOF EDGE NAILING F.HT.= INDICATES FULL HEIGHT POST G=L INDICATES (1) 1 3/4" x 11 7/8" GANGLAM LVL 1.8 E GLB GLULAM BEAM 24F-V4 U.N.O. G.T.= INDICATES GIRDER TRUSS LSL= TIMBERSTRAND 1.55E M=L INDICATES (1) 1 3/4" x 9 1/2" MICROLAM 1.9E @ ROOF LEVEL INDICATES (1) 1 3/4" x 11 7/8" MICROLAM 1.9E @ FLOOR LEVEL PSL= INDICATES PARALLAM 2.0E T.O.B.= INDICATES TOP OF BEAM TSR= INDICATES TIMBERSTRAND RIM JOIST HEADERS AND BEAMS, REFER TO ENGINEERING CALCS. ■ ■ ■ ■ ■ INDICATES INTERIOR BEARING WALL NOTE: APPLY SHEAR PRIOR TO FRAMING OF A* PERPENDICULAR WALL AND/OR BOX -OUTS. (WHERE APPLICABLE) A INDICATES CALIFORNIA FRAMING FRAMING NOTES LEGEND SPN=SOLE PLATE NAILING MARK: DESCRIPTION NAILS= 16d BOX CLING JOIST SCHEDULE (SUPPORTING DRYWALL) SPN12: 16d SOLE PLATE NAILING ® 12' O.C. SPN10: 16d SOLE PLATE NAILING @ 10" O.C. SIZE SPACING SPAN(Ff) GRADE N00. 2 SPN8: 16d SOLE PLATE NAILING © 8" O.C. 2x4 12" O.C. 9 SPN6: 16d SOLE PLATE NAILING @ 6" O.C. 16" O.C. 8 SPN4: 16d SOLE PLATE NAILING ® 4" O.C. 24" O.C. 7 * SPN3: 16d SOLE PLATE NAILING ® 3" O.C- STAGGER 2x6 12" O.C. 14 * SPN2: 16d SOLE PLATE NAILING 0 2" O.C- STAGGER 16" O.C. 13 SCR8: 3/8" DIA. x 6.5" SOLE PLATE SCREWS @ 8" O.C. 24" O.C. 11 SCR6: 3/8" DIA. x 6.5" SOLE PLATE SCREWS ®G' O.C. 2x8 12" O.C. 20 * PROVIDE DBL FLR. JOIST OR DBL FLR JST. BLK'G. UNDER SOLE PLATE NAILING. REFER TO ITEM # 30 UNDER LUMBER/CARPENTRY SECTION OF SGN SHT. XX = INDICATES LATERAL ENHANCEMENT. WALL NOT CONSIDERED IN LATERAL ANALYSIS. O SHEAR WALL GRID LINE REFERENCE STRUCTURAL CALCS 16" O.C. 18 24" O.C. 16 2x10 12" O.C. 25 16" O.C. 23 24" O.C. 19 XX = INDICATES LATERAL ENHANCEMENT. WALL NOT CONSIDERED IN LATERAL ANALYSIS. OSHEAR WALL GRID LINE REFERENCE STRUCTURAL CALCS -INDICATES 2x STUD TO BE NAILED TO POST WITH 16d NAILS @ 6" o.c. STATGGERED O-INDICATES (2)2x4 STUD @ 16" o.c. W C+ J Cr W z z W Cr Co 0 1` c 0 U F- z CO o G) 0 CO CO N N I LO Ln COCO co co I ii 5 14 2021 w w z CO z w 2 z T < LU uj H Q w 6 wF=r o w o �--_� IT O m § w 0 E Revisions: A 1st P.C. 05/05/21 A CLIENT / \ CHANGES 05/14/21 Job No. M077 Drawn: KF Date: 02/16/21 Sheet S-2 SCALE : 1/4" = 1'-0" (N) See Detail 1/FD1 For Reinforcement See Detail 1/FD1 For Reinforcement Extend Bar 12" Into Ftg (TYp°) Plan View Double Bars Reinforcement a- c o Extend Bar 12" Into Ftg (Type) Single Bar Reinforcement Plan View Note: Spacing Between Lao Bars = 1.5 d or 1" Min. ESI/FME 11 FOOTING INTERSECTION 0 w P%PPAD BARS P/P PER PLAN NOTE: SPRAY BONDING AGENT (INTRALOK OR SIMILAR AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. A /2\ L-� #4 DOWELS ® 12" o/c 5/8" dia. HOLE SET-XP EPDXY FILL (E) SLAB NOTE: INSTALL IN ACCORDANCE WITH SIMPSON STRONG -TIE RECOMMENDATIONS: SPECIAL INSPECTION REQUIRED ICC # ER-2508 ESI/FME DM-EF-1 12 NEW CONC. FTG. TO EXIST. FTG. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEOC/Z9/ZO21 BY F Lap Splice Length (X) Bar Size db Masonry Concrete* 1500 psi 2500 psi 3000 psi 4000 psi #4 24 31 28.5 24.7 #5 30 39 35.6 30.8 6 36 46.8 42.7 37.1 7 42 68.3 62.3 54 #8 48 78 71.2 61.6 WHEN CLEAR SPACING IS LESS THAN 2db INCREASE LAP SPLICE BY 1.5 "X" See Table 1 (24" Min.) T IIF 12D II (4" MIN.) II 90° Hook Offset CLEAR SPACING > = 2db 4D (2 1/2" Min.) TT D� 180° Hook D = Diameter Of Bar R = Radius Of Bend Measured On The Inside Of Bar = 4D For #5 And Smaller for Ties and Stirrup Condition = 6D For #3 Through #8 = 8D For #9 Through #11 ESI/FME DM-F-1 6 BAR BEND & SPLICE DETAIL (E)SLAB & FOOTING SLAB REINFORCEMENT PER PLAN If BEND 90° INTO NEW FIG. OR 31" LAP 9/16" dia. HOLE AND FILL w/ SIMPSON SET-XP EPDXY /// 4 NOTE: SPRAY BONDING AGENT (INTRALOK OR SIMILAR AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. =41.- f a (N)SLAB #3 DOWELS @ 18" o/c NOTE: INSTALL IN ACCORDANCE WITH SIMPSON STRONG -TIE RECOMMENDATIONS: SPECIAL INSPECTION REQUIRED ICC # ER-2508 ESI/FME 7 NEW CONC. SLAB TO EXIST. FTG. 2 8" 12" 0 O • 1. Post (See Plan) 2. Simpson HDU2 (Uplift Cap=1582#) 3. 5/8"0 All Threaded Rod (Bent) With Simpson Set-3G Epoxy per ICC-ESR 4057 • VA/VAA/VAA/VAA/VAA/ 12" ESI/FME DM-EF-1 8 HOLDOWN FIX HOLDOWN A.B. DIA. CAPACITY A B C D. Post Req'd HDU2 5/8" 3075 lbs 19" 6" 9.5" 10.5" 4x4 HDU4/HDU5 5/8" 4400 lbs 19" 6" 9.5" 10.5" 4x4 HTT4 5/8" 3610 lbs 19" 6" 9.5" 10.5" 4x4 HTT5 5/8" 4165 lbs 19" 6" 9.5" 10.5" 4x4 HDU8 7/8" 6970 lbs 33" 9" 16.5" 16.75" 4x4,(4x6=7807 Ibs) HDQ8 7/8" 7630 lbs 33" 9" 16.5" 16.75" 4x4,(4x6=9230 Ibs) HDU11 1" 9535 lbs 33" 10" 16.5" 16.75" 4x6,(4x8=10357 Ibs) HDU14 1" 14121 lbs 30" 10" 15" 13" 4x8 ** ALL BOLTS A307 f'c min.= 2,500 psi All Values are ASD EXISTING FOOTING 1-3/4" r ;or ir NUTS x 1 /4 DOUBL E w/2.5" x2.5" A36 STEEL WASHER 9 C A ALL -THREAD A.B. PER CHART EXISTING FOOTING m z Deepen Footing As Required To Obtain Anchor Embedment and Concrete Cover. Holdown Anchors Must Be Tied In Place Prior To Foundation Inspection. PADL SILL PLATE BOLT U PLAN VIEW 0 SLAB EDGE ESI/FME 0 - 0 A L-� CV 7.0 U 36" 7 #3 Dowel J 18" o.c. 12" c L 0 a) U N) CV Alternate Footing Condition w/ Heel 1. 4" Actual Conc.Slab w/ #3 ( 18" o.c. E/W @ Mid Height, U.N.O. 2. 10" Mil. Visqueen Membrane, Extended 1 1/2" into Foundation Wall w/2" of Sand Over and 2" Sand Below (Vapor Barrier to Have a Minimum 6" Lap (4 Joints) 4" Base Gravel Refer to Soils Report 3. (144 T/B Min.,Typical © All Cont. Footings, U.N.0 (Total (4) Bars Min.) 4. Natural Grade or Approved Compacted Fill. 5. D.F.P.T. Plate w/5/8" dia.x 12" A.B's ® 72" 0/C Min. w/3" x 3" x 1/4" Washer at Shear Walls (U.N.O.) 12" From All Corners & Splices w/7" Min. Embedment(U.N.O.) (See Foundation Plans) 6. Cold Joint at 2 Pour * U.N.O. Note: See Soil Report For Additional Resuirement. ESI/FME DM-F-0 1 TYPICAL EXTERIOR FOOTING SEE DETAIL 1/FD1 FOR REPETITIVE INFORMATION 9/16" HOLE WITH SIMPSON SET-XP EPDXY PER ICC ES-ESR 2508 EX. SLAB #4 Dowels @ 18" o.c. NEW 12" WIDE CONT. FOOTING PER PLAN A L-, 6" w EQ. EQ. 6" EX. SLAB. ESI/FME DM-EF-1 2 NEW FOOTING @ EXIST'G. FOUNDATION 1. RETRO-FIT MISSING 5/8" DIAMETER ANCHOR BOLT w/ 5/8" DIA. A-307 ALL -THREAD (ICC ESR-2508) BOLTS PER TABLE BELOW. Exterior Wall Ed (in.) d (in.) A.B. Quantity/Diameter Min. Spacing 2x4 1-7/8" 5" 5/8" 8" 2x6 3" 5" 5/8" 8" Interior Wall Ed (in.) d (in.) A.B. Quantity/Diameter Min. Spacing 2x4 & 2x6 i Of Wall 5" 5/8" 8" 3 INTERIOR HOLDOWN @ EXSITING FOOTING HDU= ICC-ESR-2330 HTf= IAPMO-ES-ER-130 HOLDOWN A.B. DIA. CAPACITY A B C D. Post Req'd HDU2 5/8" 3075 lbs 19" 7" 9.5" 10.5" 4x4 HDU4/HDU5 5/8" 4400 lbs 19" 7" 9.5" 10.5" 4x4 HTT4 5/8" 3610 lbs 19" 7" 9.5" 10.5" 4x4 HTT5 5/8" 4165 lbs 19" 7" 9.5" 10.5" 4x4 HDU8 7/8" 6970 lbs 33" 10.5" 16.5" 16.75" 4x4,(4x6=7807 Ibs) HDQ8 7/8" 7630 lbs 33" 10.5" 16.5" 16.75" 4x4,(4x6=9230 Ibs) HDU11 1" 9535 lbs 36" 12" 16.5" 16.75" 4x6,(4x8=10357 Ibs) HDU14 1" 14121 lbs 36" 12" 15" 13" 4x8 ** ALL BOLTS A307 f'c min.= 2,500 psi All Values are ASD 1-3/4" EXISTING FOOTING DOUBLE NUTS w 2.5"x2.5"x1/4" A36 STEEL WASHER EXISTING FOOTING ALL -THREAD A.B. PER CHART PAD 0 Deepen Footing As Required To Obtain Anchor Embedment and Concrete Cover. Holdown Anchor Must Be Tied In Place Prior To Foundation Inspection. PLAN VIEW SILL PLATE BOLT ESI/FME EXTERIOR SPECIAL INSPECTION REQUIRED DETAIL MAY BE USED IN SEISMIC DESIGN CATEGORIES A-E ONLY All Values are ASD INTERIOR NOTE: EPDXY REPLACEMENT BOLTS MAY BE DISTRIBUTED WITHIN LENGTH OF SHEAR WALL. ** f'c min = 2,500 psi ESI/FME ANCHOR BOLT RETROFIT - SET XP FT'G 1'-6" Min Excavation Grade �y III Backfill No Excavation Below This Line Note: Coordinate All Excavations 10'-0" • .•t•. '•• :-• 'Y'1 4 TYPICAL PIPE EXCAVATION at FTG (E)SLAB & FOOTING 39" 9/16" dia. HOLE w/SIMPSON SET-XP EPDXY PER ICC-ESR #2508 EX. FDN (N) FDN. FTG NOTE : SPRAY BONDING AGENT (INTRALOK OR SIMILAR) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. ESI/FME 0 z W L.L W cc LiJuj cp Luz w cc 0 0 co 0 CO co CV N I u7 u7 COco COco I I tiN- ti LLJ z -- x O Q o_ LL 5 14 2021 N- Z- W _ 2 = W Ce Ce ¢ w M j U W Z W L LY wI- w !n>w 0>w =N>CYuj Ce w Lr¢v,Z 0 LI Ce it M d Z 0 M CL 0 2 Z M 7 U H W N W 0 L. j 0 W J Li 2 U¢(a 0 I- Ce Z D7¢L> ww U J Z 7 ¢ ~ 0 Q' � z H 7 J O L F- U) M > W Vl¢ Ce Z > ¢ 0 7 Z m 2 0_ U Z.. U IJ Q Ce Ce W¢ A LL¢KU Revisions: A 1st P.C. 05/05/21 A\ / CLIENT CHANGES 05/14/21 Tob No. M077 Drawn: KF Date: 02/16/21 Sheet FD1 10 EXTERIOR HOLDOWN @ EXSITING FOOTING HDU= ICC-ESR-2330 HTT= IAPMO-ES-ER-130 5 NEW FOOTING TO EXIST. FTG. T EQ. EQ. 1. E.N. 2. Fir. Sht'g. 3. Simpson MSTI60, U.N.O. 4. New Flush Beam 5. Scab -On 2x8 to Existing 2x Rafter 6. Scab -On 2x8, L=6'-0" to M=L x .2 STRAP ST6236 MST48 MST60 @ DBL TJI/LVL PSL AT TOP MSTi60 MSTi72 ESI/FME DM-S- JOIST DRAG STRUT z 1. Floor Sht'g. / Deck Sht'g. 2. 2x Rim Joist 3. 2x Blk. or Double 2x 4. Wall Below 5. Simpson CS14 E/S of Post to Stud Below 6. 4x4 Post @ 48" o.c. ESI/FME TOP OF GUARDRAIL CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE O6/Z9IZO2By F 1. Floor Sheathing 2. 2x Deck Joist Lapped & Spiked to I -Joist w/(2)Rows of 16d Common Nails @ 6" o.c. (3' Long) Clinched 3. I -Joist (See Plan) 4. Provided Full HT Web Filler Between Deck Joist and I -Joist ESI/FM E P CONNECTION BETWEEN -JOIST & DECK JOIST 200 lbs. 1 1/2" SQ. STEEL HANDRAIL .1:- 1 1/2" SQ. SOLID STL BALUSTER @ 48" O.C. MAX. w/ 1/4" SQ. MTL. PICKETS CO 4" O.C. MAX. EDGE OF BASE PLATE ALIGN WITH EDGE OF RIM JOIST N 3/ 2" 34„ 4" Sq. x 3/8" Mtl. Plate (A36 Steel) 3/16 3/4 2" %4 w/(4),8" Dia. x 8" Lags 1. 2x Rim Joist w/(3)16d Nails into Blk. and into Each Deck Joist 2. 4"x Blk. w/(2)A35's @ Ea. End into Deck Joist 3. 2"x Deck Joist or 2x D.J. Blk'g. 4. Wall or Header (See Plan) 5. (2)Simpson CS16 w/(8)10d Nails © Ea. End of Strap (Total of 16 Nails per Strap). Install Strap Next to Guardrail Base Plate. (Extend Strap to Hdr.) Cantilever Deck Joist Condition: Strap CS16 to Top & Bottom of Deck Joist on Each Side of Steel Base Plate ESI/FME Q GUARDRAIL CONNECTION • ., *iftior ,.. � II 0 0 • 411110. 0 0 A 0 •1 I, 0 0 SEE PLAN 1. Boundary Nailing 2. Existing Roof Rafter 3. Edge Nailing 4. Existing 2x Stud Wall 5. Existing Double Top Plate 6. New 2x Wall to Existing Top Plate 7. Existing Roof Sheathing 8. New Roof Sheathing 9. New 2x Rafter 10. Cut Back Existing Roof Sheathing to Allow New Studs to Bear on Existing to Plates & Add Boundary Nailing 11. Add 2x Blk'g. w/16d Nails @ 6" o.c. 12. New Floor Sheathing 13. Add 2x Blk'g. Between Studs 14. New M=L w/E.N. 15. Simpson )/4"x4)/2" Long SDS Screws @ 6" o.c. ESI/FME R SHEAR TRANSFER SD1 0 0 ipt 0 0 0 SEE PLAN �1 0 0 0 0 0 ;,<SEE PLAN 0 1. Boundary Nailing 2. Existing Roof Rafter 3. Edge Nailing 4. Existing 2x Stud Wall 5. Existing Double Top Plate 6. New 2x Wall 7. Existing Roof Sheathing 8. New Roof Sheathing 9. New 2x Rafter 10. Cut Back Existing Roof Sheathing to Allow New Studs to Bear on Existing to Plates & Add Boundary Nailing 11. Add 2x Blk'g. w/1 6d Nails @ 6" o.c. 12. New Floor Sheathing 13. Add 3x Blk'g. Between Studs 14. Add 2x8 Scab -On L=6'-0" for Strap 15. 16d Nails @ 6" o.c. From 2x Scab -on to M=L 16. Simpson y4'x4y2" Long SDS Screws @ 18" o.c. to Top Plate Along Entire M=L Length 17. Simpson y4"x6" Long SDS Screws @ 6 o.c. Over Shear Wall 18. Simpson MST48 ESI/FME alt. loc. K 1- E.N. 2-Sheathing 3-Simpson ST6224, UNO MSTi48 @ DBL TJI/LVL/PSL @ Top 4-Stud Wall or BM. 5- Beam or TJI or LVL, PSL. (See Plan) STRAP ST6236 MST48 MST60 @ DBL TJI/LVL PSL AT TOP MSTi60 MSTi72 ESI/FME DM-S- JOIST DRAG STRUT 1. A35 @ 48" o.c* 2. Roof Shtg. 3. 2x Roof Rafters 4. 2x Blocking 5. Bottom of Beam @ Clg. Ht. 6. Edge Nailing 7. Top of Beam 8. Drop Beam (See Plan) *U.N.O. ESI/FME DM-C-H L NOTCHING OF BEAM 1. Flr. Sheathing 2. Flush Beam See Plan 3. 2x Deck Joist / or Rafters 4. (3) Rows of 16d Nails @ 16" O.C. 5. Deck Sheathing or Roof Sht'g. 6. Edge Nailing 7. Simpson CS16 @ 48" o.c. 8. Hanger * U.N.O. 12" ESI/FME DCK-001 b M N DECK DETAIL 1-Post Or Stud (See Plan) 2-SimpsonMST-48 * 3-Cut through Sht'g to install strap (See Plan) 4-Coil Strap (See Pan) ALTERNATE FOR COIL STRAP COIL STRAP TABLE Simpson Coil Strap CS16 CS14 CMSTC16 CMST14 CMST12 'L'Min. Length Of Strap 13 16 20 30 39 ESI/FME HOD-001 POST TO POST HOLDOWN Cr w 0 0 0 2. Simpson ST6224 * 3. 2X Sill Plate 4. Bm or Dbl.Jst or PSL 5. Wrap Strap Around Bm. 6. Additional Holdown Condition If Required 7. 2x Stud 8. CS Holdown Strap (See Plan) * U.N.O. CS HD Strap "L" Min. Length Of Strap To Stud Or Post CS16 13" CS14 16" ® CS Holdown Strap Condition ESI/FME DM-S- F G Plywood Sheathing @ Floor: 10d's @ 6" o/c U.N.O. @ Roof: 8d's @ 6" o/c U.N.O. 2. Rim Joist or Blkg. 3. Double Top Plates 4. 2x Stud Wall Per Plan 5. Simpson A-35 @ 48"o/c UNO 2 3 4 EN @ ROOF 4" o/c 3" o/c 3" o/c EN @ FLOOR 4" o/c 3" o/c 3" o/c 2" o/c COM A-35 SPACING 32" o/c 24" o/c 16"o/c 8" o/c ESI/FME SHEAR TRANSFER 1. 2x4, L=24", Shim w/ (6)16d If Required 2. Simpson BC44 3. King Post See Plan 4. Simpson BC 5. Beam Per Plan 6. x Hip, See Plan ESI/FME CON-035a HIP BM CONNECTON 0 0 0 0 OMNI • 0 Oer III grail I 0 1. Edge Nailing 2. Double Joist if Applicable 3. Simpson A35 @ 48" o.c., u.n.o. 4. Alt. Location of A35F @ Dbl. Jsts. 5. Studwall or Beam 6. F/J or Blk'g or Timberstrand Joist/Blk. 7. TJI or TJI Blk. 8. Dbl.Top Plates 9. 12d Nails @ 8"o.c, u.n.o .x A35 spacing .x 12d Spacing .1 32" .1 6" .2 24" .2 4" .3 16" .3 3"stagg. .4 8" .4 ** Note: At Exterior Wall Condition, Provide Timberstrand Rim Joist @ TJI Condition ** At Det. H-4/SD2, Provide A35 @ 8" o.c. w/ Timberstrand Joist/Blk At TJI Condition ESI/FME DM -S- H JOIST SHEAR CONNECTION 0 0 0 1. 2x Rafter/Joist or TJI 2. 2x Blocking or TJI 3. Simpson WB126 or CS16 w/10d Nails * 4. Stud Wall 5. E.N. *U.N.O. ** 2" Spacing For CS16 1. TJI Blocking 2. 10d @ 6" o.c _ 3. Simpson WB126 or CS16 * Y* U.N.0 ** 2" Spacing For CS16 111111111 1.4"** 2'-4„ �� 18'-0„ 0 0 0 g!l _►l.-►u ►/mommt 11121411EIMIWIL 15 6" 18'-0" 2'-4„ 1 0 ESI/FME DM-S- I PERPENDICULAR DRAG STRUT 0 w 0 1. Beam (See Plan) 2. Simpson ST-6224 3. For Bearing Cond. See Plan. ESI/FME A B O 0 1. 1 x Starter Bd. @ Exp. Eaves 2. Roof Sheathing 3. Roof Rafter 4. Simp.H1 @ 48" O.C. * 5. Top Plate 6. Edge Nailing 7. Simp. RBC @ 48" O.0 * 8. (3)8d Toenails @ Ea. Rafter 9. 2x Ceiling Joist Lapped & Spike to Each Rafter w/(4)1/4 x 3" SDS Screws .X .4 SPACING RBC 48" o/c 32" o/c 24" o/c 16" o/c E. N 6" 6" 6" 4" ESI/FME DM-S- EAVE RAFTER SHEAR CONNECTION ALT CONDITION 1. 1x Starter Bd. @ Exp. Eaves 2. Roof Sheathing 3. Roof Rafter 4. Simp.H1 @ 48" O.C. * 5. Top Plate 6. Edge Nailing 7. Simp. RBC @ 48" O.0 * 8. (3)8d Toenails @ Ea. Rafter X SPACING H1 RBC E.N .1 48" o/c 48" o/c 6" .2 32" o/c 32" o/c 6" .3 24" o/c 24" o/c 6" .4 16" o/c 16" o/c 4" ESI/FME DM -S- EAVE RAFTER SHEAR CONNECTION EQ. 0 0 C EQ 1. Simp.ST 6224*/Alt. CS14*, L=40" Alt. MST1 48 at TJI Framing And Parallam 2. See Plan for Brg. Condition 3. Drop Beam, See Plan Alternate: TJI Jst. or Dbl Jst. 4. Plywd. Shtg w/E.N See Plan. *U.N.O. .X .2 Strap ST6236 MST48 @ Dbl. TJI and Parallam MSTI60 MSTI72 W cc W z CD W cc QZ o O cn O 1- co co c N I I LO LC) OD co OD 00 I I ti ti w z -- X O ¢ o- w 5 14 2021 ESI/FME DM-S- DRAG CONNECTION 1. Simpson ST 6224*/Alt, CS14*, L=40' Alternate: MSTi 48 at TJI Framing And Parallam 2. (2) 2x Or Beam, See Plan 3. Edge Nailing Sheathing 4. (2) 2x Or Post, See Plan * U,N,O Equal Equal X Strap @ Dbl. TJI and Parallam .1 ST6236 MSTI60 .2 MST48 MSTI72 ESI/FME DM -S- D DRAG STRUT - FLUSH 1. Beam 2. Post or Mult. Stud. 3. 2X Studs 4. Simpson ST6224 * 5. Flush Beam 6. (3)16d E/S * U.N.0 ESI/FME DM-S- W 2 = QW WCe U¢ W f= 0 W Z W C ce W I-N W <t C-I CYCe . W ^�¢�Z OW Z CL MaW L7 O = Z M7 7 U H W W O /) W J U 2 UCe Z QC Q V M W 0. Z U U ZCe¢w0 =1-7Z MrW0¢ C.l-ZU Zm2O_U Z .. U UM U W Q M Q' Q W U Revisions: A 1st P.C. 05/05/21 A CLIENT / \ CHANGES 05/14/21 Tob No. M077 Drawn: KF Date: 02/16/21 Sheet SD1 S SHEAR TRANSFER 0 TIE DOWN CONNECTION J BM TO POST CONNECTION E BEAM POCKET DRAG CONNECTION Electrical Load Calculations Contractor Russell Luce Electric Date 04/06/21 Owner: Paul Reim 49-363 Guijarro Drive, LOCC, La Quinta, CA Address: 92253 Phone Prepared By: Russell Luce, Russell Luce Electric, CSLB Lic, No: 821701 Phone 760-485-5276 Count Item Wattage Factor Total Wattage General Lighting and Receptacles 3349 Square Footage Continuous Lighting Load 1.25 4,186.3 Subtotal Lighting & Recepts 4. 186.3 Dedicated Circuits Misc specified lighting and recepts 1,500 2 Bath Circuits 1,500 3.000.0 2 General Kitchen 1,500 3.000.0 Sub Total Dedicated Circuits +(50°) 3,000.0 Dedicated Loads Range 3.500 1 Double Ovens 7.500 7.500.0 1 Washer 1,500 1 Dryer 1,000 1 Misc Appliances 1.250 1.250.0 1 Cart Charger 9,600 9,600.0 TV, internet, DVR and misc entertainment 1.250 1 Garage Opener Circuit 1,500 1,500.0 1 Refrigerators 1,250 1,250.0 1 Dishwasher 1,750 1,750.0 1 Garbage Disposers 1,000 1,000.0 Wine Refer/Ice Machine 1,500 Coffee Maker 1,500 Pool Pumps 2,500 Future Patio Heaters 3,000 Landscape Lighting 1,750 Sub Total Dedicated Loads 23.850.0 Dedicated Loads *50% 71.9 5.0 Air Conditioning 1 5 Tan Units 8.500 3 Tan Unit 5,000 Package Unit/Split Unit 3.500 1 Forced Air Units 1.250 Sub Total Ais First 8KW © 100% Remainder @ 30% Total Dedicated Circuits (a 50% Total A/C Load @ 100% Total Load Total Load ! 240 Volts 8.000 23.036 14,925 9.750 8,500.0 1.250.0 9.750.0 8.000.0 5.733.4 14,925.0 9,750.0 38,408.4 AMPS 160.0 Wattage Voltage Amperage 38,408.4 240 160.03