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BRES2021-0198 PlansTHESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING(S) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. GENERAL NO I ES 1.-ALLWORK,MATERIALSAND METHODS SHALL BE IN CONFORMANCE WITH THE2019 CBC CODES 2019 CPC, 2019 CMC AND 2019 CEC CODE EDITIONS ORDINANCESAND REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JJ RI SD I CTI O N AT TH E PRO.ECT LOCATION. 2.-THE GENERAL CONTRACTOR S-TALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSONSAND EXISTING CONDITIONS THEREON BE=ORECOMMBNCING WORK. REPORT ANY DISCRBPANCIESAND/OR POTENTIAL PROBLEMS TO THE ARCHITECT PRIOR TO PROCEEDING WITH AFFECTED WORK. 3.- CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE LOCATION OF THE INFORMATION OF THE DOCUMENTS 4.-CONTRACTOR SHALL CONFIRM THAT PROPER FINISH GRADE E-EVATI O N S HAVE BEEN PROVIDED AT THE PERIMETER OF THE BUILDING AREAS REFER TO BUILDING AND ADDINING AREAS, REFER TO BUILDING PLANS REPORT ANY DISCREPANCIES TO THE DESIGN ER PRIOR TO PROCEEDING WITH ROUGH GRADING. 5.-PROVIDEPIPEGUARDSAT ALL ABOVEGROUND UTILITY EQUIPMENT AS DICTATED BY GOVERNING AGENCIES. 6.-PROVIDEPHJESIRIAN OR VEH ICU LAR PROTECTION BARRICAD ES TEM PORARY GUARD RAILS AND / OR CANOPIES AS REQUIRED BY THE LOCAL AGENCIES ORASNECESSARYFOR PEDESIRIAN AND VEHICULAR SAI-IIY. 7.-THE GENERAL CONTRACTOR ISSLOLELY RESPONSIBLE FOR COORDINATION AMONG HISVARIOUSSJBCONTRACTORS 8.-IN THE EVENT OF DISCREPANCIES BETWEEN ANY DRAWINGSAND/OR SPECIFICATIONS, THE MORE COSTLY OR MORE RESTRICTIVE CONDITIONS SHALL BEDEEM ED THE CONTRACT REQUIREMENT, U N LESS OTH ERWISE STATED IN WRITING, FROM THEDESIGNER. 9.-GENERAL CONTRACTORS-IALL COORDINATEALL UNDERGROUND ITEMS WITH THE PLUMBING, ELECTRICAL, GAS, TELEPHONE, AND CABLE TV DRAWINGS. 10.- CONTRACTORSHALL VERIFY DIMBNSIONSOFALL EQUIPMENT MANUFACTURERS 11.- GENERAL CONTRACTOR SHALL NOTIFY ALL APPLICABLE LOCAL GOVERNING, AUTHORITIES AND UTILITIESPRIORTO COVERING UP ANY WORK REQUIRING INSPECTION. 12.- PROVIDE GALVAN IC PROTECTION BETWEEN DISSIMILAR MATERIALS WHERE REQUIRED. 13.- ALL PENETRATIONS THROUGH ANY SURFACESHALL BE THOROUGHLY SEALED WITH APPROPRIATES ALANT MATERIAL. 14.- UNLESS OTHERWI NOTED, ALL EXTHRIORAND INTEFJOREXPOSED METAL, TRIM, TREILLAGE, RAILINGS MOLDING, FRAMES, CASTING, ETC., SHALL BE PAINTED. 15.-y+ SOILS REPORT FOR RECOMMENDATIONSREGARD ING CORROSIVE SOILS ALL METALLIC UTILITY LINESS- ALL BE CORROSION PROTECTION. 16. - SPECI FY W EATH FR RESI STAN CE BARRIER AT ALL EXTERI 0 R WALLS (CRC § R703). NOTE ONE LAYER OF NO. 15ASPHALTFELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D226 FOR TYPE 1 FELT OROTHER APPROVED WATER -RESISTIVE BARRI ER SHALL BE APPLI ED OVER STUDS OR SHEATHING OF ALL B(THRI O R WALLS (CRC § R703.2). 17.-THE INSULATION INSTALLER SHALL POST IN A CONSPICUOUS PLACE IN THE BLDG. A STATE INSULATION CH- iIFICATSIGNED BY THE INSTALLER STATING THAT THE INSULATION ISCONSISTBNTWITH THEPLANSAND CONFORMSTO THE STATE ENERGY REGULATIONS NOTE ON PLANSTITLE24. 18.- THE BUILDER SHALL PROVIDE THE BLDG OWNER MANAGERAND ORIGINAL OCCUPANTSWITH A LIST OFTHEFEATURE, MATERIALS COMPONBNTSAND MECHANICAL DEVICES INSTALLED IN THE BUILDING; INSTRUCTIONSON HOW TO USE THEM EFFICIENTLY AND, MAINTENANCE FOR EFFICIENT OPERATION NOTE ON THE PLANS TITLE 24. SECTION 10-103(B). 19.- ALL SHOPWELDING SHALL BE DONE BY AN "APPROVED" ICBO FABRICATING SHOP PRIOR TO ANY STEEL BEING FABRICATED AND SENT TO THEJDBSITE THE FABRI CATI N G CO M PAN Y SHALL BE APPROVED BY THE D EDARTM ENT OF BUILDING AND SAFETY. 20.- THE CONTRACTOR SHALL FIELD VERIFY THESTECON DITIONSAS REPRESENTED IN THEPLANSAND REPORT ANY DISCREPANCIESTO THE DESIGNER BEFORE PROCEED I N G WITH TH E W O RK. 21.- UNLFSSNOTED OTHERWISEAS INDICATED, DIMBNSIONSARETO CENTER LINESOFCOLUMNS AND TO FACEOFWALLS 22.- ALL CONSTRUCTION AND DETAILSSHALL COMPLY WITH THECITY OF LA QUINTA BUILDING CODEAND ITSADOPTIONS, AND WITH ALL OTHER APPLICABLE FED ERAL, STATE AND LOCAL ORDINANCES 23.- WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS ANY QUESI IONS REGARDING SAME SHALL BEREFEREED TO THE DESIGNER 24.- ANY/ALL LUMBER IN CONTACT WITH CONCRETE FLOOR OR FOOTINGS SHALL BE F.G. REDWOOD OR PRESSJ RE TREATED, "WOLMANIZED". 25.- ALL FRAMING LUMBER SHALL BE GRADE MARKED WITH QUALITY PERC.RC. (CALIFORNIA RESIDENTIAL CODE) REQUIREMENTS 26.- USEAPPROVED FLASHING MATHRIALSATALL EXTERIOR OPENINGS UNLESS NOTED OTHERWISE, ALL SHEET METAL SHALL BE 24 GAUGE G.I. OR BETTER, PAINTED WITH G.I. VINYL WASH PRIMER AND A ZINC DUST PRIMER, EXCEPTING PREFINIS-IED METAL AS APPROVED BY THE DESIGNER 27.- PROVIDEONE15 POUND WATERPROOF FELT MINIMUM UNDERALL EXTERIOR COVERING. 28.- ALL D(TERIORWALL OPENINGS, FLASHING, COUNTERFLASHING, EXPANSION DINTS, SHALL BE CONSTRUCTED IN SUCH A MANNER TO MAKE THEM WATERPROOF; CAULK AND FLASH WHERE NECESSARY FORA CO M PLETE AN D WORKABLE IN TALLATI O N . 29.- CERTIFIED INSULATION MATERIALS.TITLE 24 SECTION 118. 30.- INSULATION INSTALLED TO MEET FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS NOT MORETHAN 25 AND SMOKE NOT MORETHAN 450. 31.- AIR INFILTRATION ISMINIMIZED BYSPECIFICATION OFTESIED MANUFACTURED DOORSAND WINDOWS AND PROPER SEALING AND WEATHERSTRIPPING. 32.- CONTRACTORS MUST GANG AND CONCEAL FROM VIEW, ROOF VENTS WHEREVER POSSIBLE 33.- ROOF DRAIN DOWNSPOUTS MUST NOT DRAIN ONTO HARDSCAPEOR BE VISIBLE FROM TRAFFIC AREAS 34.- ALL OR"EQUAL" SUBSTITUTIONS MUST BESUBMITTED TO, AND APPROVED BY THE BU ILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. 35. - PROVIDE PRESSU RE REGULATOR FOR WATER SERV I CE W H E'.E STATIC PRESSURE IDKCEEDS 80 PSI. (CPC 608.2). STE PLAN NO I tS WARNING : PLANT MATERIAL LISTED MAY OR MAY NOT HAVE BEEN APPROVED BY THEAGRICULTURAL COMMISSIONERS OFFICE LANDSCAPED AREAS INDICATED SHALL BE PROVIDED W/ FULL COVERAGE AUTOMATIC IRRIGATION SYSTEM W/ AN APPROVED BACK FLOW DEVICE TEMPORARY TOILETS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR FOR ALL TRAD ES U N TI L TH E CO M PLETI O N OF TH E W O RK. ALL TRADES SH ALL AT ALL TIMES KEG THE PRBM FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY THE WORK. NO UTILITY TRENCH ESPARALLE-TO A FOOTING AND DEEPER THAN 18" SHALL BE LOCATED WITHIN A DISTANCEOF4'-0" OFA BUILDING FOOTING. UTILITY TRENCH ESPERPBNDICU LARTO A FOOTING SHALL BEA MINIMUM OF 4'-0" DEMAND THEDISTURBED SOIL SHALL BE COMPACTED WITHIN A4'-O" DISTANCEOF ANY FOOTING OR UNDER CONCRETESLAB. ALL PROPERTY LINES, EASE3MBNTSAND BUILD INGSBOTH EXISTING AND PROPOSED, ARE SHOWN ON THIS STE PLAN. ADDITIONAL NO I lib • ALL OR EQUAL SUBSTITUTIONS MUST BE SU BM ITTED TO, AND APPROVED BY THEBUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. • THE D EV E_O PER / CONTRACTOR / OWNER IS RESPO N SI BLE FORTH E VERIFICATION OF EXISTING CURB LOCATION (OR EDGE OF STREET PAVING IF NO CURBSEXIST) FROM PROPERTY LINES) WITH THE PUBLIC WORKS DEPARTMENT. • ALUMINUM WIRESMALLERTHAN 1-0 0 PROHIBITED. • SEPTIC FOR NEW STRUCTURES ISNOT ACCEPTABLE CITY ORDINANCE REQ U I RE SEWER HOOK-UP. • FOUNDATION ELEVATION MUST BE 18" ABOVE TOP CURB OR CROWN OF STRUT UN LESS ENGIN EERED DESIGN PROVIDES EQUIVALBNT PROTECTION. (1805 CBC ORD. AMENDMENT) • AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM SHALL BE INSTALLED IN ALL NEW ONEAND TWO FAMILY DWELLINGSAND TOWN HOMES CRC R313. • FLASH AND COUNTE'.RASH ALL EXTERIOR OPENINGS WEATHER-STRIP ALL EXTHRIORDOORS PER CRC R703.8. • EXTERIOR WALLS M U ST COMPLY WITH CRC R302.1 - TABLE R302.1(1) Ulf LI11 ES NOTE 1. VERIFY CONNECTION POINTS FOR PO W ER TELEPH O N E A N D CATV SYSTEMS PRI O R TO CONSTRUCTION APPROXIMATE O N LY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. 2. COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS PROVIDEALL RELATED CONDUITS, PULL BOXES AND RISERS 3. CONTRACTOR SHALLVERIFYACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIESPRIORTO CONSTRUCTION... CALL UNDERGROUND SERVICE ALERT (TOLL FREE 811) PRIOR TO TRENCHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TRH, DIGGING FENCE POST H O LES ETC. THEY WILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES GENERAL SDECI RCATIONS IF ANY ERRORS, DISCREDANCIESOROMISSIONSAPPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OFTHEWORK, THE G EN ERAL CO N TRACTO R WILL BE HELD RESPO N SI BLE TO THE RESULT OF ANY ERRORS, DISCREDANCIESOROMISSIONSAND THE COST OF RECTIFYING THE SAME MATERIAL CO N SE2VATI O N & RCSO U RCE E=FI CI EN CY (Enhanced Durability & Reduced Maintenance) 4.406.1 RODENT PROOFING Annual space around pipes, electrical cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. GLAZING NO I ES 1. DELETED. 2. ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED SHOWING THE"U" VALUE 3. ALL GLAZING MUST COMPLY WITH THE CURRENT CRC. R308 4. FEN ESIRATION LABELS SHALL NOT BEREMOVED UNTIL AFTER FINAL INSPECTION. *APPROVED PLANSAND INSPECTION CARD MUST BE ON THEDB STEAND IN A WATER PROOF AND TAM PER PROOF CONTAIN BR. *TEMPORARY TOILET and TRASH ENCLOSURE MUST BE ON JDBSTEPRIOR TO STARTING ANY WORK. CONSTRUCTION OBSERVATION 1. STRUCTURAL CONSTRUCTION OBSERVATION SH ALL BE PROVIDED BY THE ARCHITECT/ENGINEER OF RECORD. 2. EPDXY ONLY@UPLIFT SITUATIONS EPDXY REQUIRES OBSERVATION OF LIC. DEPUTY INSPECTOR WORK SHALL BE INSTALLED IN ACCORDANCE WITH THEAPPROVED CONSTRUCTION DOCUMENTS AND ANY CHANGES MADE DURING CONSTRUCTION THAT ARE NOT IN COMPLIANCE WITH THEAPPROVED CONSTRUCTION DOCUMENTSSHALL BE RESJ BMITTED FOR APPROVAL AS AN AMENDED SET OF CONSTRUCTION DOCUMENTS CRC R106.4. ALL CONSTRUCTION SHALL COMPLY WITH THE2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING , GREEN BUILDING AND ENERGY CODES AND THELA QUINTA MUNICIPAL CODE BRES2021-0198 CANADY / 160SF GARAGE CONVERSION TO GUEST BEDROOM, RECONFIGURE VARIOUS WALLS, CREATE (3) NEW BATHROOMS, VARIOUS NEW DOORS AND WINDOWS, NEW ELECTRICAL & PLUMBING FIXTURES AT RESIDENCE AND EXISTING GAZEBO + NEW FIREPLACE AT GAZEBO [ENGINEERED]. THIS PERMIT DOES NOT INCLUDE ALTERATION OF THE EXISTING FIREPLACES NOR REPLACEMENT OF THE ELECTRICAL SERVICE PANEL, WATER HEATER OR HVAC SYSTEM. 2019 CALIFORNIA BUILDING CODES. UNDERGROUND SERVICE ALERT Know what's below. Call 811 before you dig. TWO WORKING DAYS BEFORE YOU DIG CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATEOG/ZH/ZOZ1 BY I E 0 38.8, 84 -62" S 57°47' 00" W 37.00' HOSE BIB -IN c? CO rn )- LAN D49CPE OUTDOOR SHOWER DRAINS INTO A 30"0X5'DP. DRYWE-L - APE (E): LAND 9CAPE LIJ= 36°07' 36'` R= 127.00' = 78.82: •WW.(0140J�APE'.W TV BOX E BOX ELECTRICAL METER ti L) E) 3.0 TON NC NDBNSER (E) 5.0 TON NC CONDENSER BIB �i P 0 ° N m SITE P LA N SCALE: 1" = 10'-0" DEPARTMENT OF BUILDING AND SAFETY CURRENT ADOPTED MODEL CODES • 2019 CALIFORNIA RESIDENTIAL CODE Based on the 2018 International Residential Code • 2019 CALIFORNIA ELECTRICAL CODE • 2019 CALIFORNIA MECHANICAL CODE • 2019 CALIFORNIA PLUMBING CODE • 2019 CALIFORNIA FIRECODE • 2019 CALIFORNIA GREEN CODE • 2019 CALIFORNIA ENERGY CODE Based on the 2017 National Electrical Code Based on the 2018 Uniform Mechanical Code Based on the 2018 Uniform Plumbing Code Based on the 2018 International Fire Code California Building Standards Commission California Energy Commission GENERAL INFORMATION O WNERAPPLI CAN T/ DEVELOPER. MR & MRS CANADY 49-641 AVILA DR, LA QUINTA, CA 92253 PROJECTADDMSS 49-641 AV I LA D R , LA QUINTA, CA 92253 AIRS PAS No. 646-280-001 ACREAGE GROSS ZONE R1 0.75 ACRES 32,805 SQ. FT. BUILDING TYPE OF CONSTRUCTON: TYPE V-B ONE STORY 1 DWELLING UNIT OCCUPANCY R 3/U LEGAL DESCRIPTION: Recorded Book/Page: MB 90/37 Subdivision Name: Lot/Parcel: 13/--- BI ock: 0 Tract Number: 8792-1 AREA TABULATIONS EXISTING MAIN REODBNCE EXISTING GARAGE REAR COVERED PATIO: EXISTING COVERED ENTRY: GUESI BEDROOM INTO GARAGE EXISTING GAZEBO: 5,087 SQ. FT. 676 SQ. FT. 630 SQ. FT. 84 SQ. FT. 160 SQ. FT. 544 SQ. FT. TOTAL FOOT PRINT: 7,181 SQ. FT. TOTAL SITE 32,805 SQ. FT. NORTH S�iEET INDEX Al A2 A2.1 A3 A3.1 A4 A5 A5.1 El P1 5N S1 sJ1 SJ2 T24 T24.1 SITE PLAN BASE FLOOR (As Built) DEMOLITION PLAN (Main Residence) PROPOSED FLOOR& DIMENSION PLAN (Gazebo) FLOOR, DIMENSION, ELECTRICAL, PLUMBING, GAS PLAN & (Main Residence) SECTION A ELEVATIONS CAL -CAN F lDENTALMANDATORYMEASJFIyS CPL-GREIEN F lDENTALMANDATOR(MEASJR i BLECIR CAL PLAN PLUMBING PLAN STRJCTURAL NO I E5 FOUNDATION FLAN FRAMING RAN FOUNDATION DETAILS FRAMING DETAILS TITLE24 TITLE24 PROJECT TEAM DESIGN DEVELOPMENT: GABRIEL LUJAN & ASSOCIATES 77-530 Enfield LN. - Building I, Site #101. Palm Desert, CA 92211 Cyi1 GLA DESIGN GROUP LLC. A JOINTVENTURE WITH: GABRIEL LUJAN ASSO CI ATES DRAFTING • DESIGN • LAND PLANNING GABRELW,AN PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, SIE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX(760) 674-8100 EMAIL- glujan@gladesigngroup.com lanilr:E_� c�� These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP N O . REVISIONS DATE ABUILDING DEPT. PLAN CHECK 05.18.21 0 LL ow (/) 6 z I2 ›- .i a CI 5 u) < 3 136 -- J Z w N0 i2 0 as o O a co' r � SHEET TITLE 3TE N DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER Al JOB No. PD-0224-2 K21 Printed On: 06/04/21 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING(S) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. r r r r r r r rt \ 2668 D • • \ / / / (E) 2668 D r1 (E) 7'6.25"X 7'5" RX WDW ..,. 1 1 / (E) 2468 MASIERBATH Carpet RrJ 8'-0"Clg. Ht \(E) 2468 \/ /\ — / \ / \ BATHROOM # 2 Carpet Rr./ 8'-0"Clg. Ht. (E) 2468 DR • • MASTER BEDROOM Carpet RrJ 9'-5"Clg. Ht WALK -I N- CLOET (HIS) Carpet Rr/ 8'-0"Clg. Ht raWaVaVaVaWcWani \ • • E) 2676 D R X L co O❑ M LC'i itatatatatatatatir"i"i"i"i"i"i"i"i"i"i"i1 0 2080 DR HALL Carpet Hr./ 8'-0"Clg. Ht • / I(E) 2080 DR WALK -I N- CLOSLT (HER) Carpet Rr./ 8'-0"Clg. Ht WALK -I N- CLOS=f 1 Carpet Rr/ 8'-0"Clg. Ht WALK -I N- CLO f 2 Carpet RrJ 8'-0"Clg. Ht BEDROOM # 2 Carpet Rr./ 8'-0"Clg. Ht HALLWAY Tile RrJ 7'-11 "Clg. Ht \`\ /'� \ / \ / \/ 11 N O D r` • ❑ O• E REAR COVE) PATIO Tle Rr./ 10' 2i"Clg. Ht. 7'-1.5" X 9'-8.25" RX WDW !JJJi!i!i!i!i!i!i1i100011 — WAVi4VAVAVe.i L__ X L_ o❑ M 0- (j 2676 D R X - o❑ M 0- • \\\ /// O lY O \ / \ / cow - \11 0 IMMI X CO LLB co ❑ O 1(11 �X lL 005 ❑ N X co co ❑ M' 1111: co co 0 ri o� 'iuuuuuuuuuuuuuuuuuuuuuuuuuuu............................eWMWMMWMWAYiiy LJ LL (E) 2668 D/R / X LT_co 0 O ❑ J r (E) 7'7" X 5'-11" RX WDW LLI GREAT ROOM Carpet Rr./ 11'-10 4"Clg. Ht HALLWAY Tile Rrl 7'-11 "Clg. Ht Tile Rr./ 10'4 lg. Ht tE)28180 FRDR \ (E) 7'-3.25" X 4'-1.5" FIX WDW (E) 9'-8.75" X 7'4.25" RX WDW 2380 FIX WDW (E) 2076 FR DR • • • (E) 2076 FRI, R tgao- OPEN AREA Carpet Rr./ 10' 2'g'Clg. Ht. 1 J weemememeeemeavawal (E) 2380 FIX • WDW O A /\ O / \ O 0o / \ co co �i/ \' co DINING ROOM Carpet Rr/ 1111 "Clg. Ht / / p 2868 DF /1 r /71 / \ / 1 1 \ / \ / / \`\// MOVIE R OOM \`\/'/ // \\TiileRrJl11'-94"tIg.Ht // \\ I I /' `\ I I // \\ / \ 1 1 / \ \ \ 1 E) 2068 DR (E) 5' 9.75" X 4' -2" FIX � Tile Rrl 7'-11 "Clg. Ht POWD Tile Rd 7'-11 "Clc Ht J 1(E) 2063 DR WDW x L co 0 0 M 0 \ (R 2668 FK \ X L_ co oo LCi L T r L___ (E) 7'-7" X 7'-4.25" FIX WDW. / o , • 00 • N --D D BEDROOM # 3 Carpet Rr./ 9'-6"Clg. Ht. FAMILY ROOM Carpet Rr./ 9'-5 4'Clg. Ht. 7'44" Clg. Ht 41! O °CK1 O r L KITCHEN Tile Rd 9'4"Clg Tz' T L • • / \ \ \x/ 7'44" Clg. Ht .E) 2-2668 BY-PASS D • • • • (E) 2868 D Rli 1 T4}" Clg. Ht 1 1 1 L 300 100 J \ (E) 2068 D A ril (E) 2668 POCKET DR HALLWAY Tile RrJ 7'11"Clg. Ht err E) 6030 GARDEN W D W 1 L LAUNDRY Carpet RrJ 7'S4"Clg. Ht. (E) 2868 D R1 / BATHROOM #3 Carpet Rd 7'"Clg. Ht c 1 \� 1\ CO CO 0 N N 0- (E) 9076 GARAGED R 7 1 1 I HFEEE-C"1R GARAGE Carpet Rr./ Ht (E) 9076 GARAGE DR 7 • 0 co co N (E) 9076 GARAGE DR 7 LJ LJ (E) 2868 D / 0 (E) ?DR • • • (E) 2068 'D R J J BASE FLO 0 R PLAN 1 (As BU i It) SCALE: 1/4" = 1'-0" S UAFE FOOTAGE EXISTING MAIN RESIDENCE EXISTING THREE-CARGARAGE REAR COVES PATIO: EXISTING COVERED ENTRY: TOTAL FOOT PRINT: TOTAL STE 5,087 SQ. FT. 835 SQ. FT. 630 crl. FT. 84 SQ. FT. 6,637 SQ. FT. 32,805 SQ. FT. WALL LEG EN D IXISTING 2X4 ©16" O.C. STUDS WALL WITH R15INSULATION @IXTERIORWALLS 1/2" GYP. BD. 2 x 6 @ 16" O.C. STUD WALL - PLUMBING WALL, (IF EXTERIOR INSTALL R 21 INSULATION). EXISTING 2X4 @ 16" O.C. STU D S WALL @ INTERIOR WALLS 1/2" GYP. BD. "ALL CONSTRUCTION SHALL COMPLY WITH THE2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING , GREEN BUILDING AND ENERGY CODESAND THELA QUINTA MUNICIPAL CODE' CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE06/28/2021 BY j F NORTH GLA DESIGN GROUP LLC. A JOINTVENTURE WITH: GABRIEL LUJAN ASSO CI ATES DRAFTING • DESIGN • LAND PLANNING GABRELLAN PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, SIE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX(760) 674-8100 EMAIL- glujan@gladesigngroup.com j.wmilillill Gabriel L .a,i 'r These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP N O . REVISIONS DATE ABUILDING DEPT. PLAN CHECK 05.18.21 O CM LC) CV CV Cr) ow (/) 6 zow I2 0›- ..6 03 pi < 3 E 06 J ,,,Z-, LLJ • N � o O a cci r � SHEET TITLE BA\ FLOOR PLAN (As Built) DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER A2 JOB No. PD-0224-2 K21 Printed On: 06/04/21 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING11 S ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. r 2668 D \ • • / / I(E) 2668 D J J J r L__ • .4r000YAWA0MAY . 1 r (E) 7'6.25"X 7'5" FIX WDW J J kE) 2468 R \ \ \ 1 J L J (E) 266 POCKET DR co cN.r- c 00 \ / \/ /\ / \ 1‘ 2468D R 2468 DR \ 6 Z r- ce 0 co 0 O co N CL11 X 00 • • • E) 2676 DR X L OD CO L L 1 ✓ cE) 2080 DR • • ,(E) 2080 DR r— L E X co co 0 O 1(�1 X LT_ 005 o N X co co 0 O� M LC11 0 (E) 2668 DR X O L : •r �li�l�lilil�lilili! OOOPPPPPP,90,90 PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP ,W. (E) 2668 DR / � JJ 1 1 \Oo / o L.J / CV• \\\ // 0 D \ / r 0 \ / co\/ 01 \1 Y (E) 7'7" X 5'-11" FIX WDW �o� /O1 L 7'-1.25" X 9'-8.25" FIX WDW, J — • \ / O \ / O \ / / c▪ ou GJ �o� — J X L (� 00 M / / (0 2676 DR \\Ct \\ //// O CC 0 \ / ..—c \ / co D I J (E) 880 FR DR \ 10 (� (E)9'-8.75"X7'4.25"FIX WDW Eymwm l rrrrrrrrrrrrrrrrrrrrrrrAWAV ♦AAAAAAAAAAAAAAAAAAAuuuuA 0 L r L_- (E) 7'-3.25" X 4'-1.5" FIX WDW 7 L r (E) 2380 FIX �WDW o (E) 20 R / - C \ \ \ `'076 FR R J \ \ • E) 2068 D -L (E) 2380 FIX • WDW O d--� n O / \ O CO/ \ CO CO i/ \' • N ) 5'9.75" X 4'-2" FIX WDW E 1 X L co 0 0 M it r (R 2668 I-K. \ \ • r Ir — — — — J 1 1 C L- L__ E L, (E) 9076 GARAGED R (E) 7'-6.75" X17'-4.25" FIX WDW. rJ - J L 1 I r-- I 'F\\TC,� "L] 5 --J-L- -_ r 01 rJ II I I LL-0 rJ I (E) 2-2668 BY-PASS DR Z J— _ r L (E) 2668 POCKET DR O l:r J (E) 2868 D R\I (E) 2868 D R' I r 0 CO 0 0 CJJ • • (E) 2068 DA r 1 =' I I 1 J L r— I J (E) 9076 GARAGE DR r ZJ 0 CO 0 O O� 0 CO 0 CO N -.L..-..----.:— (E) 2868 D / / / vl E) 2uoo \ \ • (E) 2068 OR (E) 9076 GARAGE DR DEMOLITION PLAN SDUAFE FOOTAGE EXISTING MAIN RESIDENCE EXISTING THREE -CAR GARAGE REAR COVERED PATIO: EXISTING COVERED ENTRY: TOTAL FOOT PRINT: TOTAL STE WALL LEGEND AVeVeVeVeVeVeVeVeWl WITH R-15 INSULATION @B<TERIOR WALLS B<TERIOR WALLS 1/2" GYP. BD. NEW WALL TO BE FRAMED IN, TO MATCH EXISTING EXISTING WALL TO BE REMOVED. INTERIOR WALLS1/2" GYP. BD. TO REMAIN. EXISTING DOOR TO BE REMOVED . EXISTING CLOSET CABIN ETS TO BE REMOVED . EXISTING WAS -I ER TO BE RELOCATED . EXISTING DRYER TO BE RELOCATED. EXISTING WINDOW TO BE REMOVED & REPLACED FOR FOLDING DOOR (e F1-oposecl Floor Plan A3 Sleet). EXISTING LAVATORIES& COUNTER TO BE REMOVED EXISTING WC TO REMAIN. EXISTING PONY WALL TO REMAIN. EXISTING LAVATORIES TO BE RELOCATED. EXISTING DOOR TO BE REMOVED & REPLACE) FOR REGULAR DOOR EXISTING WINDOW TO BE REMOVED & REPLACED FOR "ALL CONSTRUCTION SHALL COMPLY WITH TH E 2019 CALIFORNIA RIIIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING , GREEN BUILDING AND ENERGY CODESAND THELA QUINTA MUNICIPAL CODE' CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/28/2021 By NORTH GLA DESIGN GROUP LLC. AJOINTVENTURE WITH: GABRIEL LUJAN ASSOCIATES DRAFTING • DESIGN • LAND PLANNING GABRELLUAN PRINCIPAL DESIGNER PALM DESERT, CA. 92211 EMAIL- glujan@gladesigngroup.com Ilaulw.di Gabriel Lujan These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP NO. REVISIONS DATE A. BUILDING DEFT. FLAN CHECK 05.18.21 0 (/) Z ›- LLI r-1 1-1 12 _I 5 0 ILO CNI Wok • 3-1 EET TITLE DEMOLITION PLAN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER A2.1 Printed On: 06/04/21 WINDOW S I®ULE WINDOW FAME DETAILS 1YFE U-FACTOR SHGC REIVIARKS SIZE QUAN1111ES M ATHRAL m Z A (E)7'3.25"X4'-1.5"RXWDW 1 WD WD \ \ \ \ • 0.71 0.60 RXWINDOW B (E) 5'9.75" X 4'-2" FIX WDW 1 WD WD \ \ \ \ • 0.71 0.60 RXWINDOW C (E) 3'-0"X6'-8" 9 WD WD \ \ \ \ • • 0.71 0.60 RXWINDOW D (N) 4' -6"X3' -0" 1 AL AL \ \ \ \ 0.51 0.24 CASEIVI EN T WINDOW E (N) 6' -0"X3' -0" 1 AL AL \ \ \ \ 0.51 0.24 CASEM BN T WINDOW F DELETED --- - - \ \ \ \ G (E) 3'-0"X7'-6" 4 WD WD \ \ \ \ • • 0.71 0.60 RXWINDOW H (E) 7'-1.5"X9'-8.25" 1 WD WD \ \ \ \ • • 0.71 0.60 RXWINDOW I (E) 7'-6"X7'-5" 1 WD WD \ \ \ \ • • 0.71 0.60 RXWINDOW J (E) 7'-0"X0'-10" 1 WD WD \ \ \ \ • 0.71 0.60 RXWINDOW K (N) 5' -0"X4' -0" 1 AL AL \ \ \ \ • 0.51 0.24 CASEM BN T WINDOW L (E) 7-7"X5'-11" 1 WD WD \ \ \ \ • • 0.71 0.60 RXWINDOW M (N)2'-0"X5'-1.5" 1 AL AL \ \ \ \ • 0.51 0.24 CASEMENT WINDOW N (N) 2'-0"X1'-10.5" 1 AL AL \ \ \ \ • • 0.51 0.24 RXWINDOW 0 (N) 3'-1"X2'-0" 2 AL AL \ \ \ \ • • 0.51 0.24 RXWINDOW P (E)1' 9" X3'-9" 1 AL AL \ \ \ \ 0.71 0.60 SKYLIGHT Q (E) 4'-.75" X4' 5.5" 2 AL AL \ \ \ \ 0.71 0.60 SKYLIGHT R (E) 4'-0" X4'-0" 2 AL AL \ \ \ \ 0.71 0.60 SKYLIGHT S (E) 3'-0" X3'-0" 2 AL AL \ \ \ \ 0.71 0.60 SKYLIGHT T (E) 3'-10" X3' 10" 1 AL AL \ \ \ \ 0.71 0.60 SKYLIGHT X KEYNOIES 1.- 2 x 4 @16" O.C. STUD WALL 3 COAT STUCCO W/ R-21 I N SU LATI O N @ EXTERIOR WALLS 2.- 2 x 6 @16" O.C. STUD WALL- PLUMBING WALL, (IF EXTERIOR INSTALL R-21 INSULATION). 3.- 2 x 4 @16" O.C. STUD WALL, 1/2" GYP. BOARD WALLS (TYP. ). - INTE?IOR- (PROVIDESOUND INSULATION - BY OWNER). 4.- 36" HIGH BATH CO U N TERTO PS w/LAVATORY SINK & BASE CABINETS (CO U N TERTO P AND CABINETS SELECT BY OWNER). 5.- SH O W BR (FINISH BY O W N ER) w/TEM PBRED GLASS EN CLO SJ RE NOTES a. Compartment walls finished with a smooth, non -absorbent surface to a height not less than 72 inches (6'-0) above the drain inlet. (CRC R307.2) b. "Gypsum 'green board' material is not permitted in shower compartment for tile surfaces (CRC R702.3.8.1) c. A shower or tub shall have a minimum ceiling height of 6 feet 8 inches above a minimum area of 30"x 30" at the showerhead. (CRC R305.1) d. "Hot -mopped shower pan shall be inspected upon completion of hot -mopping and shall be filled with water for inspection." CPC §R411.8.1. 6.- W ATER CLO SET (CENTERED TO A MINIMUM OF 15" TO FINISH VERTICAL SURFACE OFSIDES(MIN). WATER CLOT SHALL BE"ULTRA LOW FLUSH" TYPE WITH 1.6 GALLONS MIN. 7.- PROVIDE TOWEL BAR, PAPER HOLDER, RECESS®, MEDICINE CABINET (MEDICINE CABI N ET TOP AT 72" HT. F.F.F.) MIRROR TYPE AT BATHS (SZEAND FINISH PER GENERAL CONTRACTOR). OMIT MEDICINE CABINET AT POWDER ROOM IF AVAILABLE * FINAL LOCATIONS BY OWNER* 8.- (E) ELECTRICAL SERVICE PANEL & METER 9.- CABLE TV S R'JICEBOX. 10.- SMOKEDETECTORSare required to be mounted on the ceiling or wall and located as specified below. If retrofitted, detectors may be battery operated (Code references: CBC § 907.2.11.5 and CRC § R314). a. Outside of each separate sleeping area in the immediate vicinity of bedrooms. b. In each room used for sleeping purposes. c. In each story within a dwelling unit, including basements, 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. CARBON MONOXIDE ALARMSare required to be mounted on the wall or ceiling or other location as specified in the manufacturer's installation instruction and located as specified below. If retrofitted, alarms may be battery operated where the repairs or alterations do not result in removing wall and ceiling finishes or there is no access to the attic, basement or crawl space (Code references: CBC § 420.4 and CRC § R315). a. Outside of each separate sleeping area in the immediate vicinity of bedrooms. b. On every level of the dwelling unit c. For R 1 Occupancies only - on the ceiling of sleeping units with permanently installed fuel burning appliances. 11.- 1 -H O U R ASS❑M BLY FOR GARAGE CO LI N GS W H ME GARAGE TRUSSESARE PERPENDICULAR TO AND CROSS THE HOUSFJGARAGE WALL. WHEN CBLING IS USED AS PART OF ASSEMBLY, IT SHALL BE PROTECTED ASSPCCIFIED IN CBC TABLE 7-C, ITEM 21, OR AS SPECIFIED IN THECURRENT EDITION OF THE FIRE RESISTANCE DESIGN MANUAL PUBLISHED BY GYPSUM ASSOCIATION. WALLS SHALL BE OF EQUAL RATING. (CRC §R302.6, CRC Table R302.6). 12.- 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE TO SEPARATE FROM THE DWELLING UNIT AND THEDWECLING'SATTIC. (CRC §302.6, CRC TABLER302.6). AND SHALLEXTBND FROM FLOOR TO ROOF SHEATHING ON ALL COMMON WALLSAND CBLINGS/ FLOORS. 13.- WAS -I ER (PROVIDE PLUMBING FOR WATER AND SEWER IN RECESSED WALL BOX). 14.- DRYER (PROVIDE VENT TO OUTSIDEAIR WITH BACK DRAFT DAMPER) DRYER VENT TO O.S.A. W./ BACKD RAFT DAMPER AS REQUIRED. 4" MIN. DIAMETER DRYER VENT TO EXTERIOR 14'-0" LONG MAX. LENGTH WITH A MAX. OF (2) TWO 90° ELBOW BENDS 15.- EXHAUST FAN [ EACH BATHROOM CONTAINING A BATHTUB OR S-1OWBRS-IALL HAVE AN EXHAUST FAN 50 CFM. (CRC R303.3.1). 16.- 1/2" GYP. BOARD WALLS(TYP.). 17.- PROVIDEA EXHAUST FAN 50 CFM. MIN. 1 ZONES MAX. RATED. THIS EXHAUST FAN CAN BE CONTROLLED BY AN STANDARD ON/OFF SWITCH, BUT MUST BE LABELED "WHOLEHOUSEVSVTILATION OR VBVTILATION CONTROL" TO INFORM THE OCCUPANT IS INTENDED TO OPERATE CO N TI N U O U SLY. 18.- (E) 2- 75 GAL WATER HEATER, PROVIDE 18" HIGH MIN. WOOD -FRAMED AND DRYWALL -COVERED PLATFORM AT GARAGE ONLY. PROVIDE P& TVALVE DISCHARGELINE TO OUT- SIDE PROVIDE SEISMIC STRAPS-.i I DETAIL. VENT TO OUTSIDE INSTALL BY MANUF SPECS 19.- (E) F.A.U. Note: HEAT PRODUCING APPLIANCES (WATER HEATER/ DRYER / FURNACE) IN GARAGE WILL BE PROTECTED FROM AUTOMOBILE DAMAGE (1NHEEL BLOCKS ARE NOT SUFFICIENT). ELEMENTS OF APPLIANCESWHICH CREATEA GLOW, SPARK, OR FLAMES-IALL BE LOCATED A MINIMUM OF 18" ABOVE GARAGE FLOOR CMC 307.1 GLAZING NO I tS 1.- GLAZING IS FIXED UNLESS NOTED. 2.- ALL GLAZING SHOWN IS DUAL INSULATING GLASS 3.- ALL NEW GLAZING (FENESTRATION) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THEU-VALUE 4.- ALL GLAZING SHALL HAVEA TEMPORARY LABEL ON THE PRODUCT UNTIL INSPECTOR HAS INSPECTED IT. 5.- GLAZING MARKED WITH A ♦ IS3/16" TEMPERED GLASS. 0 m o z o o z N a 9DUARE FOOTAGE EXISTING MAIN RESIDENCE EXISTING TWO -CAR GARAGE+ GOLF CART GARAGE REAR COVER® PATIO: EXISTING COVERED EN TRY: 5,087 SQ. FT. 676 S. FT. 630 M. FT. 84 SQ. FT. 160 SQ. FT. 544 SQ. FT. 7,181 SQ. FT. 32,805 SQ. FT. GUESI BEDROOM INTO GARAGE EXISTING GAZEBO: TOTAL FOOT PRINT: TOTAL STE FOR EXHAUST FANS • 50 CFM FOR BATHROOMSAND LAUNDRY ROOM, • 100 CFM FOR KITCHEN. (E) 5.0 TON NC CONDENSER (E) 2668 D (E) 2668 D UPON COMPLETIONOF THE INSTALLATIONOF THE INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE S-IALL BE COM PLETED BY THE INSULATION APPLICATOR AND BY THE BUILDER. THIS INSULATION COMPLIANCE CARD SHALL BE POSTED AT CONSPICUOUS • • 1 0 (E) 7'6.25"X 7'5" FIX WDW t• • • • • • • • • • • • • • • • • • • • • • • 0 EM ERG EN C EGRESS WINDOW CO CO CO N zo MASI tK BATH Carpet Rd 8'-0"Clg. Ht .4* WMW,W4WON 1 1\(E) 2468 t R MASI tK BEDROOM Carpet Rr./ 9' 5"Clg. Ht WALK -I N- CLOET (HIS, Carpet Rd 8'-0"Clg. Ht WORK SHALL BE INSTALLED IN ACCORDANCE WITH THEAPPROVED CONSTRUCTION DOCUMENTS, AND ANY CHANGESMADEDURING CONSTRUCTION THAT ARE NOT IN COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS SHALL BE RESUBMITTED FOR APPROVAL AS AN AMENDED SET OF CONSTRUCTION DOCUMENTS CRC R106.4. 1 WALK -I N- CLOS T (HERS) Carpet Rr./ 8'-0"Clg. Ht. OO 1 Carpet Rd 8'-00""Clg. Ht IINNEDEEllgi 1■iTile Rr.± Ig. Ht l■ 3 1 , Ai. *MEM w! __I Ia -0 III II 12'I , ■-ii (N) 2068 D C29 29 szt (N) 2 D 1� I •i• 11111 1�11I11 awo■■■ �EAL■1�17■ HMI MEW -Fir ALINE PrilPlii111111311V I FAME" SIBTIL1 II L5 ..I■■1■■I��I 1J BEDROOM # 2 Carpet Rr./ 9'S"C1g. Ht VIi I■■E' ��'��'' I■[E1r 16 ....................::.........................................................................• .. BVI ERG BN CY EGRESS DOOR CLOTT Tile Rr./ 8'-0"Clg. Ht Oiti" WAY Rr./ 7'-11 "Clg. Ht X co (D0 a X co 0 Cti X COco 0 / 2 '/ EMERGENCY EGRESS X DOOR M a (E) 2668 DR 2 EMERGENCY X EGRESS DOOR co 0 09) oo "ALL CONSTRUCTION SHALL COMPLY WITH THE2019 CALIFORDBNTIAL, MHANICAL, ELECTRICAL, PLUMBING, GRN BUIAND ENERGYCODAND THELA QUINTA MUNICIPAL COD NOTE ALL INSULATION MATIALSSHALL HAVEA FMEREAD RATING NOT TO EXCD 75 AND A SMOKEDENSTY NOTTO EXC® 450. CBC. /'/0 ,/• • \, / \/M (E)77"X5'-11" FIXWDW REARCOVED PATIO TileRrJ 10'-2Clg.Ht 1 \ NOTE ALL NEW GLAZING (FENESTRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U-VALUE ALL WEATHER -EXPOSED SURFACES SHALL HAVEA WEATHER RCSSTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER ASTO MAKE THEM WEATHERPROOF. SECTION 1402. DOORSMAY OPEN INTO THEGARAGEONLY IF THE FLOOR OR LANDING IN THEGARAGE IS NOT MORETHAN ONE INCH LOWERTHAN THE DOOR THRESHOLD 1004 9 X g a i /O O) 2676 DR \/ v 0 2880 FR DR ` 5 SJNKEN BAR Tile Rr./ 7'-11 "Clg. Ht (E) 7'-3.25" X 4'-1 .5" FIXWDW 1 9'-8" (N) 9880 FOLDING DR C28> (E) 2380 FIX WDW (E) 207� R • on7G co rnq 7-1.5" X 9-8.25" FIX WDW GREAT ROOM Carpet Rd 11'-10 4"Clg. Ht HALLWAY Tile Rri 7-11 "Clg. Ht H 16 Tile Rri 110A4 Clg. Ht (N) 3420 FIX WDW O COVE ENTRY Tile RrJ 10"Clg. Ht DOOR S HEDULE NUMBER DOOR OPENING DOOR FRAME DETAILS HARDWARE U-FACTOR S-IGC REMARKS SIZE THICKNESS MATERIAL MATERIAL - o CO CO Z SILL SELF CLOSURE KICKPLATE a 6 M -MIRRORED P- PAINT S-STAINED WD - WOOD SC -SOLID CORE WOOD HC- HOLLOW CORE AL -ALUMINUM W/G - WOOD GLASS SG - SIDING GLASS 1 (N)3180 AL AL P AL P \ \ \ \ • • 0.51 0.24 FRENCH DOOR 2 (E)2668 WG WD P WD P \ \ \ \ • • 0.71 0.60 FRENCH DOOR 3 (N) 3268 AL AL P AL P \ \ \ \ • • 0.51 0.24 FRENCH DOOR 4 (q 9076 AL AL P AL P \ \ \ \ • OV>#1E4D GAR,GEDR 5 (g2880 WG WD P WD P \ \ \ \ • • FRENCH DOOR 6 (Q 2868 W WD P WD P \ \ \ \ • 0.71 0.60 7 (N) 8080 AL AL P AL P \ \ \ \ • • 0.51 0.24 FOLDING FRENCH DOOR3 FAN ES 8 (g2676 WG WD P WD P \ \ \ \ • • 0.71 0.60 FRENCH DOOR 9 (E) 31102 WG WD P WD P \ \ \ \ • • 0.71 0.60 FRENCH DOOR 10 (E) 37102 WG WD P WD P \ \ \ \ • • 0.71 0.60 RETCH DOOR 11 (E)2668 W WD P WD P \ \ \ \ • LOWERED DOOR 12 (N)2868 HC WD P WD P \ \ \ \ • 13 (g2076 WG WD P WD P \ \ \ \ • FRENCH DOOR 14 (g2068 HC WD P WD P \ \ \ \ 15 (g2668 HC WD P WD P \ \ \ \ 16 (g2868 HC WD P WD P \ \ \ \ 17 (g23068 HC WD P WD P \ \ \ \ CLOSETL>DOR 18 (g22668 HC WD P WD P \ \ \ \ CLOSETL>DOR 19 (g3068 HC WD P WD P \ \ \ \ SWING DOOR 20 (E)2680 WG WD P WD P \ \ \ \ • FRENCH DOOR 21 (g2068 HC WD P WD P \ \ \ \ 22 (N)2868 HC WD P WD P \ \ \ \ POCKET DR 23 (E)2868 5 WD P WD P \ \ \ \ • • • 3/S"THICK SOLID CORE DOOR OR 20 MINUTES RATED 24 (N)2668 HC WD P WD P \ \ \ \ 25 A221068 HC WD P WD P \ \ \ \ BY CLOSETDOOR 26 (N)3080 HC WD P WD P \ \ \ \ 27 (g2468 HC WD P WD P \ \ \ \ 28 (N) 9880 AL AL P AL P \ \ \ \ • • 0.51 0.24 FOLDING RETCH DOOR3 ME 29 (N)2068 HC WD P WD P \ \ \ \ 30 (E) 3068 HC WD P WD P \ \ \ \ OPEN AREA Carpet Hr./ 10'24"Clg. Ht r 20 n\ 20 CO //// •• co co DINING ROOM Carpet Rd 11.-11 "Clg. Ht 71 • •• BHT R •• (E) 5'9.75" X 4'-2" FIX WDW (E) 2380 FIX WDW MOVIE FOOM Tile RrJ 11' 9 "Clg. Ht X 0 c0 o° M a EM ERG EN CY - Q EGRESS \ ;68 FR E - in OO DOOR o cc ,3 a 4 CV EM ERG EN CY EGRESS DOOR N z GUEST BEDROOM Carpet Rr./ 7' 2}"Clg. Ht 11 12 BEDROOM # 3 Carpet Rr./ 9'S"Clg. Ht GOLF CART GARAGE Concrete Rri 9'-1i"Clg. Ht (E) 9076 GARAGE DR 7 8'-0" (N) 8080 FOLDING DR FAMILY ROOM Carpet Rr./ 9' 5 }"Clg. Ht T" Clg. Ht 11 12 11 / •I sL KITCHEN lile RrJ 9'4"Clg • • • \W/ ` T-0" (E) 2868 D R\i Rr./ To4"Clg. Ht 7'-04" Clg. Ht UTILITY Tile RrJ 7'S4"Clg. Ht i400J•4Tetteed• •teeette•44ee•tdeette•44 eiteite•W•WeeiteeiteeiteeiteiWi!i!i!i 0 TWO -CAR GConcrete Rr./�9'-1�q�"Clg. Ht (E) 9076 GARAGED R 7 FLOOR PLAN NO I tS 1.- WATERPROOFING ATALL SHOWERSTO BEDONEBYROOFING CONTRACTOR 2.- HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AN SHALL BE FILLED WITH WATER FOR INSPECTION. 3.- PRO V I D E AN ATTI C ACCI-�� (32"X 32") WHERE ATTIC IS 30" OR MORE PER CBC. 4.- USEWATER RESISTANTGYP. BOARD IN TUB AND AND SHOWER AREA TO A HEIGHT OF 72" ABOVE DRAIN INLET. PER CBC 807.1.3. 5.- TILE LINED TUBS& SHOWERS SHALL CONFORM WITH AM PO STD.. 2.82 & 4.82. 6.- WATER HEATER S-1ALLBEPROVIDED WITH A TEM PBRATU RE AN D PRESSU RE RELIEF VALVE AND DRAIN LINETO EXTEND TO TH E O U TSI D E PER CPC. 7.- WATER H EATER SHALL BE SECU RELY FASTENED IN PLACE TO PREVENT HORIZONTAL DISPLACEMENT PER CPC 8.- WATER HEATER LOCATED IN GARAGE SHALL BEA MINIMUM 18" ABOVE THE FLOOR LEVEL PER CPC. 9.- FIXTURE HAVING CONCEALED SLIP DINT CONNECTIONSS-IALL BE PROVIDED WITH AN ACCEbb PANEL OR UTILITY SPACE AT LEAST 12"X12" PER CPC. 10.- WHERE ANY2" VENT RUNS HORIZONTALLY THROUGH WALL STUDS; THEMINIMUM STUD SIZEOF 2X6 SHALL BE USED FOR THAT PLUMBING WALL. 11.- PROVIDEA 1 3/8" THICK MINIMUM, SOLID CORE DOOR WITH SELF CLOSER AT SEPARATION WALL BETWEEN GARAGE AN D RESIDENCE PER CBC SECTION 503(d) EX.3. 12.-DRYER DUCT TO BE SMOOTH METAL AND SHALL HAVEA BACK DRAFT DAMPER PER CM C. 13.- ALL INSULATION MATERIALS SHALL HAVEA FLAMESPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY NOT TO EXCEED 450. 14.- PROVIDE FIRE BLOCKING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES SUCH AS SOFFITS, ROOFS OR CEILING. 15.- DRYER D UCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FT. INCLUDING 2-90 DEGREE ELBOWS TWO I-LtI SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCESS OF2. 16.- ALL"OR EQUAL" SUBSTITUTIONS MUST BESUBMITTHD AN D APPROVED BY THECITY BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. 17.- PROVIDENON-REMOVABLE BACK FLOW rrVBNTION DEVICE ON ALL ECTERIORHOSEBIBS CPC 1003 UPON COMPLETION OF HOT MOPPING. 18.- HOT -MOPPED SHOWER PAN SHALL BE INSPECTED & FILLED WITH WATER FOR INSPECTION. 19.- FIXED APPLIANCES ARE REQUIRED TO BE cFC'U RELY FASTENED IN PLACE PER U.M.0 504 20.- PROVIDEA NON -REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL EXTERIOR HOSEBIBBS CPC. 603.0 & 603.1 N 2868 POC ET DR LAUNDRY Tile Rri 75}"Clg`HtI 1-1 (E) 9076 GARAGED R Z 18 NOTE ALL NEW GLAZING (FEN ESI RATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THEU-VALUE ALL WEATHER -EXPOSED SJRFACESS-IALL HAVEA WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOROPB\ INGSS-1ALL BE FLASHED IN SUCH A MANNER ASTO MAKE TH EM WEATHERPROOF. SECTION 1402. DOORS MAY OPEN INTO THEGARAGEONLY IFTHE FLOORORLANDING IN THE GARAGE ISNOT MORETHAN ONE INCH LOWERTHAN THE DOOR THREE' IOLD. 1004.9. (E) 2868 Dl FLOOR & DIMENSION P LA N (Proposed) SCALE: 1/4" = 0" WALL LEGEND 0NAINAIN• • NEVV R-15 INSULATION @EXTERIOR& INTERIOR WALLS 1/2" GYP. BD. EXISTING 2X4 @16" O.C. STUDSWALL WITH R-15 INSULATION @EXTERIOR WALLS 1/2" GYP. BD. 2 x 6 ©16" O.C. STUD WALL - PLUMBING WALL, (IF DCTERIOR INSTALL R-21 INSULATION). EXISTING 2X4 @16" O.C. STUDSWALL EXTERI O R WALLS 1 /2" GYP. BD. EXISTING 2X4 @16" O.C. STUDSWALL @ INTERIOR WALLS 1/2" GYP. BD. TO REMAIN. NEW 2X4 @16" O.C. STUDSWALL @ INTERIOR WALLS 1/2" GYP. BD. TO MATCH EXISTING. SECTION R310 EMERGENCY FS'APE AN D RESCUE OPENINGS R310.1 Emergency escape and rescue required. Basements and every sleeping room shall have at least one operable emergency and rescue opening. Such opening shall open directly into a public street, public alley, yard or court. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining areas of the basement. Where emergency escape and rescue openings are provided they shall have a sill height of not more than 44 inches (1118 mm) above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. The net clear opening dimensions required by this section shall be obtained by the normal operation of the emergency escape and rescue opening from the inside. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. Emergency escape 52 2006 INTERNATIONAL RII DBNTIAL CODED and rescue openings shall open directly into a public way, or to a yard or court that opens to a public way. Exception: Basements used only to house mechanical equipment and not exceeding total floor area of 200 square feet (18.58 m2). R310.1.1 Minimum opening area. All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet (0.530 m2). Exception: Grade floor openings shall have a minimum net clear opening of 5 square feet (0.465 m2). R310.1.2 Minimum opening height. The minimum net clear opening height shall be 24 inches (610 mm). R310.1.3 Minimum opening width. The minimum net clear opening width shall be 20 inches (508 mm). R310.1.1 Operational Constraints and Opening Control Devices Emergency escape and rescue openings shall be operational from the inside of the room without the use of keys tools or special knowledge. Window opening control devices on windows serving as a required emergency escape and rescue opening shall comply with ASTM F2090. (E)3.0TON NC CONDENSER (E) 5.0 TON A/C CONDENSER CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/28/2021 BY I F NORTH GLA DESIGN GROUP LLC. A JOI N T VEN TU RE WITH: GABRIEL LUJAN ASSO CI ATES DRAFTING • DESIGN • LAND PLANNING GABRELLU,AN PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, SlE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX(760) 674-8100 EMAIL- glujan@gladesigngroup.com Gabriel Lu?an These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP NO. REVISIONS DATE A. BUILDING DEPT. PLAN CHECK 05.18.21 M Ltd N N 'Cr C.� n CI ■ Cr)• SH EET TITLE FLOOR& DIMBVSON PLAN (Proles) DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER A3 JOB No. PD-0224-2 K21 Printed On: 06/04/21 i_ w CD GA 830 SQUARE FOOTAGE GAZEBO AREA: TOTAL SITE 540 SO. FT. 32,805 SQ. FT. T Q (V Q Cod 4 (V O i L r "ALL CONSTRUCTION SHALL CO M PLY WITH THE 2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING , GREEN BUILDING AND ENERGY CODESAND THELA QUINTA MUNICIPAL CODE' C-y.ZEBO AREA 16'-1" 1 0 FLOOR & DIMENSION PLAN As Built (Gazebo) SCALE: 1/4" = 1'-0" 10 ✓ 14' -0" 10 F N 2O DRY RL�CYG'LE 4 3 10 BENCH Ei 5�, E 10 E 2'-14" BENCH 10 L J L_ 2 (lu),ICE n"AKER \ II (N •0JTE4IOOR RiTrelQ ERtAToR 24'X2'e4" YI (N) COUNTER - 0 0'-10" (N) COUNTER 8 GAZEBO AREA OO 7 U J 1 J FLOOR & DIMENSION PLAN Proposed (Gazebo) OUTDOOR Alfresco AXEPZANG AXE-PZA UNIT AXE-30 UNIT (OPTIONAL) AXE-PZA TYPICAL COUNTER INSTALLATION COUNTERTOP REQUIREMENTS J (WITH CONNECTIONS AT BOTTOM) AXE-PZA UNIT 3/8" RAISED LIP & SEALED TO COUNTERTOP TO PREVENT WATER INGRESS SPECIFICATIONS: BTUH = 35,600 FUEL NIG @ 5 W.C. / LP @ 10 W.C. ELECTIRICAL POWER: 115 VAC / 0.3 A / 60 Hz. GAS CONNECTION = 1/2" NPT (NG) OR 3/8" ODF (LP) 1" 1" FRONT VIEW "ADJUSTABLE GAS INLET ELECTRICAL �•I E _1 8/ s6 ,1 8 FT NEMA 5-15 PLUG ELECTRICAL CORD AND GAS INLET 22,4 fi' EXHAUST 24" 215 6,. NON-COMBUSTIBLE WALL CONSTRUCTION AXE-30 ACCESS DOOR FOR SERVICE AND STORAGE (RECOMMENDED - OPTIONAL) 1" MINIMUM FOR INTAKE AIR AT BASE ALL AROUND 29 7 " PROFILE VIEW /,. 8 ADJUSTABLE r - 1 --r 1- TOP EXHAUST -1.- 04" PIPING AND ELECTRICAL FROM BELOW V V 4" © REFER TO AXE-PZA MANUAL FOR PROPER CLEARANCE TO NON-COMBUSTIBLE MATERIALS AND OTHER CONSTRUCTION Due to the unique design of the 4214rescom Pizza Oven, the unit can be piped from behind or below when installed in a countertop setting. For additional information, please refer to the AXE-PZA Care and Use manual. rresco SUPERIOR EQUIPMENT SOLUTIONS -7039€ASTstAUS:yMvr,4e[ COMMERCE. CA. 90040 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF SUPERIOR EQUIPMENT SOLUTIONS INC. ANY REPRODUCTION IN PART OR AS AWHOLE WITHOUT WRITTEN PERMISSION FROM SUPERIOR EQUIPMENT SOLUTIONS, INC. IS PROHIBITED. PROJECT TITLE: AXE-PZA DRAWING NO.: AXE-PZA SPEC SHEET SHEET 1 OF 1 DRAWN BY: ADRIAN CRISCI DRAWING TITLE: CREATED: 6/22/2015 AXE-PZA COUNTERTOP MOUNTING SECTION KEY NO I ES 1.- DXT. PLASTER 3 COAT STUCCO o/ LATH & PAPER (TYP) - LAHABRA STUCCO [ES-2564], (PAINT COLOR BY OWNER). 2.- PROVIDE CORROSION RESIST. WEEP SCREED (26GAMIN. )TYP,, WEEP SCREED SMALL BEPLACEA MIN. OF4" ABOVE THE EARTH OR2" ABOVE PAVED AREAS [CRC§R703.6.2.1]. 3.- DBL. PLATE 4.- 2x4WALL w/R15INSULATION @INTERIOR WALLS 5.- 2X P.T.D.F. SILL PLATE- PROVIDE NOT LESS THAN 8 INCHES CLEARANCE FROM EXPOSED EARTH TO WOOD FRAMING MEMBERS THAN REST ON EXTERIOR FOUNDATION. ALTERNATIVELY, WOOD SHALL BE OF NATURALLY DURABLE OR PRESERVATIVE -TREATED WOOD. (CRC §317.1(2)). 6.- HEADER/ BEAM (`a I FRAMING RAN). 7.- DOOR (`1 I FLOOR PLAN). 8.- ROOF- R38 INSULATION. 9.- CONCRETE FLOOR 10. ROOF SHEATING, 1/2" CDX. PLYWOOD @ EXISTING ROOF BY EN BRGY CALCULATIONS (TITLE 24 REPORT). 11.- 1/2" GYP. BOARD WALLS (TYP.). 12.- 1/2" GYPSUM BOARD CH LI N G (TYP). SCALE: 1/4" = 1'-0" x GAZEBO FLOOR KEY NO I I S 1.- (N) MAH- IIC COURTYARD OUTDOOR GAS FIREPLACE- 36", PROVIDE18" MIN. HEARTH, FUEL GAS a.- Chimney shall extend 2 ft above roof/wall within 10 ft. CRC R1003.9 b.- Anchor chimney to floor and roof/ceiling joists. Reinforce masonry chimney per CRC R1003.3 c.- Spark arrestor required. CRC R1003.9.1 d.- Wood burning fireplaces are prohibited. INSTALLED BY MAN U F. SPECS NOTE COMBUSTIBLE MATERIALS SHALL NOT BE PLACED LESS THAN 6" FROM THE FIREPLACE OPENING. *CERAMIC TILE AT HEART OR SMILAR MATERIAL APPROVED*. 2.- (N) DCS NEW Q2 48" Built -In Evolution Grill, natural gas. INSTALLED BYMANUF. SPECS 3.- (N) DCS 20" Double Trash / Recycle bin. 4.- (N) PIZZA OVEN. 5.- (N) 18"X18" BAR SINK. 6.- (N)UNDERCOUNTERTOPDCSICEMAKER 7.- (N) UNDERCOUNTERTOP DCS24" OUTDOOR REFRIGERATOR 8.- (N) 36" HIGH CO U N THK I O P SELECT BY O W N ER). 9.- (N) 18"X36" CEILING HEATER. 10.- 6" METAL STUD PONY WALL. CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE06/28/2021 BY j� NORTH OUTDOOR DCS by Fisher & Paykel BE1-48RC-N SPEC SHEET t BEI-48RC•N) 48" Grill, Rotisserie and Charcoal BEl48RC-N 48" Grill, Rotisserie and Charcoal Series 9 This Built in 48" Grill provides the ultimate grilling space for premium outdoor kitchens and will take yomgrilling experience to the next level. Blushed Stainless Steel A PEACE OF MIND SALE 24Flows 7Days aWeek C stomerSupport T 1.885.936.7872 W dcsappliances.com Dimensions Depth 26718" Height Width Features & Benefits 271/4" 4715116" Extra cookngarea More room when cooking fora crowd with a secondary cooking space that can fit a broiling pan for slow cooling tousling sauces, or to keep food warm after searing. Intuitive fighting Brilliant 12 volt lighting safely illuminates what you're cooking while emitting a welcome glow around the whole grill. Bezel lighting on dials glow white when the lights or grill are on, and orange when the gas and grill are working. Charcoal smoker tray Enjoy smoky barbecue flavor with the ease of instant gas flame i, I' i on. Grill directly an the cooking grate or add wood chips for more smoke. A W- shaped tray with adjustable vents helps the charcoal last longer. Heavy duty infrared rotisserie An infrared rotisserie burner provides controlled searing heat up to 18,000BTH, The heavy-duty motor easily duns a 501b load, ideal when cooking for abig crowd. The rotisserie rod is conveniently stored Wet the drip pan handle. Easy lifting hood With extra space under the hood for extra large food items, the hood can be smoothly opened, using one hand, to a full 90° for better access and visibility when cooking. kuirOLS Date: 22.092019 t 1 Storage for racks and tools The 6" storage accessory extends your grill to fit a 42" or 54" space. It bolts seamlessly onto either side of the grill to store tacks,grates:III tools. This accessory is sold separately. Specifications Cooking surfacearea Cooking sus'ace area PSE CJCco area Seeoadagcooking area 1593sq.in. 855sq.m. 738sq.in. Finish Built is Finch 304", stainless steel Weather resistant Gas Requirements Ill"NPT male Gaamquiremems Operand Supply Pressre NG 4" W.C. 6"to9"W.C. 10 3-17 8 12 11 /\/ SECTION A SCALE: 1/4" = 1'-0" MS&P FL LED CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS T REVIEWED FOR CODE COMPLIANCE r G OGFCI GFCI GFCI • ♦ L Majestic Courtyard Outdoor Gas Fireplace - 36" Majestic Courtyard Outdoor Gas Fireplace - 36" by Majestic ITEM # M37101675 PRODUCT DETAILS Create a stunning focal point for your outdoor space with the Majestic Courtyard Outdoor Gas Fireplace - 36". The unit is the perfect blend of artistry and functionality. Use the ultra realistic log sets for a more traditional look or choose from the 5 fire glass colors for a contemporary look. The Majestic Courtyard Outdoor Gas Fireplace - 36" is constructed of rust -resistant stainless steel and will with stand against the weather for years to come. Choose from multiple interior options including stainless steel to magnify the flames, traditional brick for a traditional look or premium stacked or herringbone brick for a unique appearance. Cozy up next to this outstanding fireplace and enjoy the warmth underneath the stars. CONNECT TO EXISTING GASLINE VERIFY LOCATION 1"0 Features: 0 +72 GFCI I • 13 2 • 1 ..1Y� I 1 i }---- I-----4----- GFCI Up to 55,000 BTUs Rust Resistant Stainless Steel Construction Stainless Steel Mesh Curtain Screens Intel liFreTM Ignition System with Wall Snitch Viewing Area: 36" W x 30-3/4" H SPECIFICATIONS Fuel Type: Natural Gas I Propane Type: Ventless Ignition: IntelliFre Plus Ignition System Overall Height: 30 3/4" Overall Width: 43 1/4" Overall Depth: 18" Heat Output: 55,000 BTUs Burning Display: Log Set I Fire Glass FG FIRE PLACE 55,000 BTU 55 CFH 14 z0� FG GFCI ELECTRICAL PLAN Proposed (Gazebo) in GRILL 118,000 BTU 118 CFH SCALE: 1/4" = 1'-0" CON N ECT TO DUSTING LINE VERIFY LOCATION FG PIZZA OVEN 35,600 BTU 36 CFH r 1 J PIZZA OVEN 40,000 BTU 400 CFI G AS I SO M ETRI CS PLAN Proposed (Gazebo) SCALE: 1/4" = 1'-0" L ELECTRICAL SYMBOL SCHEDULE VD +46 VAFCI V (lOr GFCI 220v WP GFCI KEY FG STANDARD SWITCH. STANDARD DIMMER SWITCH. 120V DUPLEX CO N VBN I EN CE RECEPTACLE (AFCI) AT 12" ABOVE FLOOR, UNLFS'SNOTED OTHERWISE 120V OR240 V, ASNOTED, CONVB\ I EN CE RECEPTACLE W ITH IN CABINET, BELOW OROVERI IANG. 120V DUPLEXCONVBNIENCERECEPTACLE, W/ GROUND -FAULT CIRCUIT INTBRRUPTO R 240V SINGLECONVBVIENCERECEPTACLE VERIFY HEGHT. 120V 0 R 240V, AS N OTED , W EATH BRPR00 F DUPLE( RECEPTACLE W/ GFCI. FUE-GASAND FUEL GAS CONTROL KEY. ROUND RECESS INCANDFBNT LIGHT FIXTURE O©FL, "FL" (INDICATES FLUORESCENT) SD, "SD" (G-IALL BE LABELED "SUITABLE FOR DAMP LOCATION" LED NEC410-4(a). EACH ROOM CONTAIN INGA9-IOWBRORBATHTUB) "LED" (INDICATES LIGHT -EMITTING DIODE (LED)). SURFACEMOUNTED INCANDESCENT CBLING LIGHT FIXTURES("FL." FL LED INDICATES FLUORESCENT). SU RFACE MOUN TED INCANDESCENT WALL LIGHT FIXTURE FL "FL" (INDICATESFLU 0RESCBNT). LED "MS& PC" (INDICATESFIXTUREw/MOTION SBNSCR AND PHOTOCELL). "LED" (IND ICATES I ight emmiting diode (LED)). n I I u rC 9 CBLING MOUNTED FAN, 4 OR5 BLADE, /7") (�� SWITCH CONTROLLED. // �/' \ ) NOTE • ALL O U TLEFS TO BE TAM PER RESISTANT PER CEC 406.11. • HIGH EFFICACY LUMINAIRIESMUSTBEPIN BASED NORTH TO EXISTING RESIDENCE CONNECTION VERIFY LO CATI O N PLUMBING PIPE LEGEND NEW EWERLINE2"O WORK SHALL BE INSTALLED IN ACCORDANCE WITH THEAPPROVED CONSTRUCTION DOCUMENTS, AND ANY CHANGES MADE DURING CONSTRUCTION THAT ARE NOT IN COM PLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTSSI-IALL BE RESUBMITTED FOR APPROVAL AS AN AMENDED SET OF CONSTRUCTION DOCUMENTS CRC R106.4. AVERAGE GAS UE PIZZA OVEN 35,600 BTU 36 CFH GRILL 118,000 BTU 118 CFH FIREPLACE 55,000 BTU 55 CFH TOTAL DEMAND TOTAL DEMAND IN CFH = 209 CFH MAXIMUM LENGTH OF PIPE= 51'-81" GALVAN IZE PIPE 1 GRILL 100,000 BTU 100 CFH FIRE PLACE 55,000 BTU 55 CFH GAS & PLUMBING PLAN Proposed (Gazebo) SCALE: 1/4" = 1'-0" 1 1 NORTH I NSrALA11 ON NOTE A. ALL DINT IN THE PIPING SYSTEMS UNLESSWELDED, SHALL BE SCREWED DINT, HAVING APPROVED STANDARD THREADS SUCH SCREWED JOINTS SHALL BE MADE UP WITH APPROVED PIPE DINT MATERIAL, INSOLUBLE IN THE PRESENCE OF THE FUEL GAS AND APPLIED TO TH E TH READS ON LY. B. NO GAS PIPING SHALL BE INSTALLED IN OR ON THEGROUND UNDBRANY BUILDING OR STRU CTU RE AND ALL EXPOSED GAS PIPING SHALL BE KEPT AT LEAST SIX (6) INCHES (152.4mm) ABOVE GRADE OR STRUCTURE C. CONCEALED, UNPROTECTED GAS PIPING MAY BE INSTALLED ABOVE GRADE IN APPROVED REOFSSFS OR CH AN N ELS. D. EXCEPTION: WHEN NECESSARY DUETO STRUCTURAL CONDITIONS, APPROVED TYPE GAS PIPING MAY INSTALLED IN OTHER LOCATION WHEN PERMISSION HAS FIRST BEEN OBTAINED FROM THEADMINISTRATIVE ENVI FOM BNTAL QUALITY ANY INSTALLED GAS APPLIANCE SHALL BEA DIRECT -VENT SEALED -COMBUSTION TYPE ANY INSTALLED WOODSTOVEORPELLET STOVE SHALL COMPLY WITH US EPA PHASE II EMISSION LIMITSWH❑-.EAPPLICABLE WOODSTOVES, PELLET STOVESAND FIREPLACES SHALL ALSO COMPLY WITH LOCAL ORDINANCES (4.503.1) GLA DESIGN GROUP LLC. A JOINTVENTURE WITH: GABRIEL LUJAN ASSO CI ATES DRAFTING • DESIGN • LAND PLANNING GABRELLAN PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, SIE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX(760) 674-8100 EMAIL- glujan@gladesigngroup.com 11.11111 Gabriel Lujar' These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP N O . REVISIONS DATE / I \ BUILDING DEPT. PLAN CHECK 05.18.21 0 LL CM LO CV CV a) ow (/) 6 zow I 0> - . . 6 ey u) < 3 136 -- J Z w N 5 o a 12 co O a co' r � SHEET TITLE FLOOR DIMBVSON, ftH TRICAL, PLUMBING, GAS PLAN (C-4a7ebo) & (Main Fsidence) TmgrlON A DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER A3.1 JOB No. PD-0224-2 K21 Printed On: 06/04/21 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING11 S ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. 0 <N FRO N T ELEVATI 0 N SCALE:1/4" =1'-0" REAR ELEVATI 0 N SCALE: 1/4" =1'-0" 1111111111 1111111111 "ALL CONSTRUCTION SHALL CO M PLY W I TH THE 2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING , GREEN BUILDING AND ENERGY CODESAND THELA QUINTA MUNICIPAL CODE' r r 0 11111111111 /7 / 1 NI RI G H T SI D E ELEVATI 0 N SCALE: 1/4" = 1'-0" 0 <N N-N T _ r r r EMERGENCY 1 EGRESS DOOR 1 r r r� r ri FRO N T- LEFT SI D E ELEVATI 0 N SCALE: 1/4" = 1'-0" N CO, / / / BVI ERG EN CY EGRESS i 7 LEFT SI D E ELEVATI 0 N SCALE: 1/4" = 1'-0" CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE06/28/2021 BY 3-F DOOR Y FRO N T- RI G H T SI D E ELEVATI O N SCALE: 1/4" = 1'-0" GLA DESIGN GROUP LLC. A JOI N T VEN TU RE WITH: GABRIEL LUJAN ASSO CI ATES DRAFTING • DESIGN • LAND PLANNING GABRELLU,AN PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, SIE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX(760) 674-8100 EMAIL- glujan@gladesigngroup.com Gabriel Lujan These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP N O . REVISIONS DATE BUILDING DEPT. PLAN CHECK 05.18.21 M Ltd N N 'Cr C.� ■ ■ SH EET TITLE E EVAII ONS PLAN DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER A4 JOB No. PD-0224-2 K21 Printed On: 06/04/21 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING11 S ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. WGreens 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 2019 CALGREEN CODE EQUIREMENTS Chapter 1 - ADMINISTRATIO 101.3.1 Scope Applies to ALL newly constructed residential buildings: low-rise, high-rise, and hotels/motels. 102.3 Requires a completed Residential Occupancies Application Checklist or alternate method acceptable to the enforcing agency to be used for documentation of conformance. Chapter 3 - GREEN BUILDING 301.1.1 301.2 302.1 Additions and alterations • Applies to additions or alterations of residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. • Requirements only apply within the specific area of the addition or alteration. Low-rise and high-rise residential buildings Banners identify provisions applying to low-rise only [LRI or high-rise only [HR]. Mixed occupancy buildings Requires each portion of mixed occupancy buildings to comply with CALGreen measures applicable for the specific occupancy. Exceptions: • Accessory structures and accessory occupancies serving residential buildings to comply with Chapter 4 and Appendix A4, as applicable. • Live/work units complying with the California Building Code Section 419 shall not be considered a mixed occupancy. Live/work units are required to comply with Chapter 4 and Appendix A4, as applicable. Page 1 of 16 2019 Qp iL 1%. � c Greens ti .........................„ CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION REQUIREMENTS 4.106.4.2.3 4.106.4.2.4 Single EV space required • Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. • Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). • Raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. • Construction documents shall identify the raceway termination point. • 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. Multiple EV spaces required • Construction documents shall indicate the raceway termination point and proposed 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 and electrical system, including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. • Plan design shall be based upon a 40-ampere minimum branch circuit. • Required raceways and related components planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. 4,106.4.2,5 Identification Service panel or subpanel circuit 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. Page 5 of 16 2019 s4prur,,, ..,_„...„„ fly`. '".-‘�r Green€ 0 p.�� ......_........., CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION REQUIREMENTS Chapter 4 - RESIDENTIAL Division 4.1 - MANDATORY MEASURES PLANNING AND DESIGN 4.106.2 Storm water drainage and retention during construction Projects which disturb less than 1 acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 Grading and paving Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Exception: Additions and alterations which do not alter the existing drainage path. 4.106.4 Electric vehicle (EV) charging for new construction Comply with Section 4.106.4.1, 4.106.4.2 or 4.106.4.3 for future installation and use of EV chargers. • Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case -by -case basis where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon 1 of the following: 1.1. Where there is no commercial power supply. 1.2. 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. 2. Accessory Dwelling Units and Junior Accessory Dwelling Units without additional parking facilities. Note: For definitions of Accessory Dwelling Units and Junior Accessory Units, see CALGreen Chapter 2. Page 2 of 16 ¢pnurr, 3cWGreen€ 4 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION REQUIREMENTS 4.106.4.3 EV charging for hotels and motels • Applies to all newly constructed hotels and motels. • Construction documents shall identify the location of EV spaces. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4,106,4.3,1 Number of required EV spaces Table 4.106.4.3.1 shows the number of required EV spaces based on the total number of parking spaces provided for all types of parking facilities. 4.106.4.3.2 EV charging space (EV space) dimensions EV spaces shall be designed to comply with the following: • Minimum length of each EV space shall be 18 feet. • Minimum width of each EV space shall be 9 feet. 4.106.4.3.3 Single EV space required (similar to 4.106.4.2.3) • Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. • Raceway shall not be Tess than trade size 1 (nominal 1-inch inside diameter). • Raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. • Construction documents shall identify the raceway termination point. • 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. Page 6 of 16 ONGreens 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 2019 CALGREEN CODE REQUIREMENTS 4.106.4.1 4.106.4.1.1 4.106.4.2 EV charging: 1- & 2-family dwellings/townhouses with attached private garages Install a listed raceway to accommodate a dedicated 208/240-volt branch circuit for each dwelling unit, Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). Raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible, or concealed areas and spaces. 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. Identification Service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." EV charging for multifamily dwellings • Applies to all multifamily dwelling units with parking facilities on the site. • 10% of the total number of parking spaces provided for all types of parking facilities, but in no case less than 1, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. Page 3 of 16 ONGreens 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 2019 CALGREEN CODE REQUIREMENTS 4.106.4.3.4 4.106,4.3.5 4.106.4.3.6 Multiple EV spaces required (similar to 4.106.4.2.4) Construction documents shall indicate the raceway termination point and proposed 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 and electrical system, including any on -site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components planned to be installed underground, enclosed, inaccessible or, in concealed areas and spaces shall be installed at the time of original construction. Identification (similar to 4.106.4.2.5) Service panel or subpanel circuit 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. Accessible EV spaces In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for EV charging stations in the California Building Code, Chapter 11 B. Division 4.2 - ENERGY EFFICIENCY 4.201.1 & 5.201,1 Scope Energy 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. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2019 California Energy Code. Page 7 of 16 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 2019 CALGREEN CODE REQUIREMENTS 4.106.4.2.1 4.106.4.2.1.1 4.106.4.2.2 EV charging space (EV space) locations Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least 1 EV space shall be located in the common use parking areas and shall be available for use by all residents. EV charging stations (EVCS) When EV chargers are installed, EV spaces (required by Section 4.106.4.2.2, Item 3,) shall comply with at least 1 of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route to the building, as defined in the California Building Code, Chapter 2. Exception: EVCS designed and constructed in compliance with the California Building Code Chapter 11B are not required to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3. EV charging space (EV space) dimensions EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet. 2. The minimum width of each EV space shall be 9 feet. 3. 1 in every 25 EV spaces, but not less than 1, shall also have an 8-foot wide minimum aisle. A 5-foot wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet. 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. Page 4 of 16 rt _ ... ONGreens .....0.F .......................„ 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 2019 CALGREEN CODE REQUIREMENTS Division 4.3 - WATER EFFICIENCY AND CONSERVA 4.303.1 Water conserving plumbing fixtures and fittings Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water closets: s 1.28 gal/flush. 4.303.1.2 - Wall mounted urinals: s 0.125 gal/flush; all other urinals s 0.5 gal/flush. 4.303.1.3.1 - Single showerheads: S 1.8 gpm @ 80 psi. 4.303.1.3.2 - Multiple showerheads: combined flow rate of all showerheads controlled by a single valve shall not exceed 1.8 gpm @ 80 psi, or only 1 shower outlet is to be in operation at a time. 4.303.1.4.1 - Residential lavatory faucets: maximum flow rate s 1.2 gpm © 60 psi; minimum flow rate 0.8 gpm @ 20 psi. 4.303.1.4.2 - Lavatory faucets in common and public use areas of residential buildings: s 0.5 gpm @ 60 psi. 4.303.1.4.3 - Metering faucets: s 0.2 gallons per cycle. 4.303.1.4.4 - Kitchen faucets: s 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm. 4.303.2 Standards for plumbing fixtures and fittings Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet applicable standards referenced in Table 1701.1 of the California Plumbing Code. 4.304.1 Outdoor potable water use in landscape areas New residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Division 4.4 - MATERIAL CONSERVATION & RESOURCE EFFICIENCY 4.406.1 Rodent proofing 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. Page 8 of 16 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE06/28/2021 BY 3- F GLA DESIGN GROUP LLC. A JOINT VENTURE WITH: GABRIEL LUJAN ASSOCIATES DRAFTING • DESIGN • LAND PLANNING GABRIEL LUJA\ PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, STE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX:(760) 674-8100 EMAIL- glujan@gladesigngroup.com qa4:°11 Gabriel Lu?an These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP NO. REVISIONS DATE BUILDING DEPT. PLAN CHECK 05.18.21 0 u. 43 1 SHEET TITLE CAL -GREEN RESIDENTIAL MANDATORY MEASURES DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER A 5 JOB N o. PD-0224-2K21 Printed On: 06/04/21 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING11 S ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. WGreens 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 4.408.1 4.408.2 4.408.3 2019 CALGREEN CODE REQUIREMENTS Construction waste management • Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. • Provide documentation to the enforcing agency per Section 4.408.5. Exceptions: 1. Excavated soil and land -clearing debris. 2. Alternative waste reduction methods developed by working with local enforcing agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 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 diversion facility. Construction waste management plan Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and shall be available for examination during construction. Waste management company Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements in Section 4.408.1. Page 9 of 16 WGreene 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 4.504.4 4.504.5 4.504.5.1 2019 CALGREEN CODE REQUIREMENTS Resilient flooring systems Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with 1 or more 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 Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low -Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). 3. Certification under the Resilient Floor Covering Institute (RFC!) FloorScore program. 4. Meet the 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). Composite wood products • 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 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 wood products" do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I -joists, or finger -joined lumber, all as specified in CCR, Title 17, Section 93120.1(a). Page 13 of 16 2019 ,o,„.c.,,, a fly`. -fi-- - � WGreen€ CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HOD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION REQUIREMENTS 4.408.4 & 4.408.4.1 Waste stream reduction alternative [LR] • Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1. • Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1. 4.410.1 Operation and maintenance manual At the time of final inspection, a manual, compact disc, web -based reference or other media acceptable to the enforcing agency which covers 10 specific subject areas shall be placed in the building. 4.410.2 Recycling by occupants Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of nonhazardous materials for recycling, including (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are not required to comply with the organic waste portion of this section. Division 4.5 - ENVIRONMENT • L QUALIT 4.503.1 Fireplaces - General Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves, and fireplaces shall also comply with all applicable local ordinances. Page 10 of 16 a` fly`. m C - :i Green. 3 CAR*4. .............._ 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HOD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION REQUIREMENTS 4.505.2 Concrete slab foundations 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. 4.505.2.1 Capillary break A capillary break shall be installed in compliance with at least 1 of the following: 1. A 4-inch thick base of inch or larger clean aggregate shall be provided with a vapor retarder in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 Moisture content of building materials Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19°/a moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe -type or a contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8. 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade stamped end of each piece to be verified. 3. At least 3 random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers' drying recommendations shall be followed for wet -applied insulation products prior to enclosure. Page 14 of 16 ONGreens 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION REQUIREMENTS 4.504.1 4.504.2.1 4.504.2.2 Protection of mechanical equipment during construction At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be used. Adhesives, sealants and caulks Adhesives, sealants and caulks used on the project shall meet the requirements of the following standards unless more stringent Local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers, and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable ar SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products shall also comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products, as specified in Subsection 2. 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 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations (CCR), Title 17, commencing with Section 94507. Paints and coatings 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 content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat, 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 Gloss VOC limit in Table 4.504.3 shall apply. Page 11 of 16 ONGreens 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION 4.506.1 4.507.2 REQUIREMENTS Bathroom exhaust fans Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of s 50% to a maximum of 80%. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. Note: For CALGreen, a bathroom is a room which contains a bathtub, shower, or tub/shower combination, Fans or mechanical ventilation is required in each bathroom. Heating and air-conditioning system design Heating and air-conditioning systems shall be sized, designed and equipment selected using the following methods: 1. The heat Toss and heat gain is established according to ANSI/ACCA 2 Manual J - 2016 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2016 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems function are acceptable. Page 15 of 16 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. SECTION 4.504.2.3 4.504.2.4 4.504.3 4.504.3.1 4.504.3.2 2019 CALGREEN CODE REQUIREMENTS Aerosol paints and coatings • 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 Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction 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. • Documentation is required per Section 4.504.2.4. Carpet systems 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. 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/ANSI 140 at the Gold level. 4. Scientific Certifications Systems Indoor Advantage" Gold. Carpet cushion Carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. Carpet adhesive Carpet adhesives shall meet the requirements of Table 4.504.1. Page 12 of 16 WGreen 2019 CALGREEN RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2020 HCD SHL 615 (New 01/20) See specific referenced sections for complete details on CALGreen mandatory requirements. 2019 CALGREEN CODE SECTION REQUIREMENTS CHAPTER 7 - INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702.1 702.2 703.1 Installer training HVAC system installers shall be trained and certified in the proper installation of HVAC systems and equipment by a recognized training or certification program. Examples of acceptable HVAC training and certification programs include, but are not limited to, the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. Special inspection When required by the enforcing agency, special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. Documentation Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, ar other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verify compliance are specified in appropriate sections of CALGreen. Page 16 of 16 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 06/28/2021 BY I E GLA DESIGN GROUP LLC. A JOINT VENTURE WITH: GABRIEL LUJAN ASSOCIATES DRAFTING • DESIGN • LAND PLANNING GABRIEL LUJA\ PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, STE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX:(760) 674-8100 EMAIL- glujan@gladesigngroup.com lijimmwill) Gabriel Lujan These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP NO. REVISIONS DATE BUILDING DEPT. PLAN CHECK 05.18.21 0 u. 43 1 SHEET TITLE CAL -GREEN RESIDENTIAL MANDATORY MEASURES DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER A5.1 JOB N o. PD-0224-2K21 Printed On: 06/04/21 ELECTRICAL NO I hS FOR EXHAUST FANS • 50 CFM FORBATHROOMSAND LAUNDRY ROOM, • 100 CFM FOR KITCHEN. ELECTRICAL SYMBOL SCHEDULE 0 0,1 ELL 0 0 0 0 CC 0 LLL 1- z 0 0 0 w 0 0 1- z 1- LLL 0 1- 0 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWINGS) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & A 1. "ALL 120 VOLT, SINGLE PHASE, 15- AND 20 -AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS , BEDROOMS SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, ORSMILARROOMS OR AREAS SHALL BE PROTECTED BY AN LISTED ARC -FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT.". (CEC 210.12(B)) 2. ALL EXTERIOR RECEPTACLE OUTLETS, GARAGE AND BATHROOM RECEPTACLE OUTLETS AND RECEPTACLE OUTLETSS❑RVING KITCHEN COUNTBRTOPSS-1ALL BE CFO! PROTECTED. 3 A MINIMUM OF TWO SEPARATE 20 AMP SV1ALL APPLIANCE BRANCH CIRCUITS SHALL BE PROVIDED IN THE KITCHEN. 4. OUTLET COMPLY WITH CEC ART. 210.52 (A) 5. A 20 AM PERE CIRCU IT DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE CIRCUIT SUPPLYING ONLY BATHROOM RECEPTACLE OUTLETS 6 ARC -FAULT CIRCUIT INTERRUPTER(S) SHALL BE PROVIDED TO ALL 15 AND 20 AMP RECEPTACLE OUTLETS INCLUDING RECEPTACLES, LIGHTS AND SMOKE D ETECTO RS 7 A 20 FOOT LONG #4 UI-ER GROUNDING ELECTRODESHALLBE PROVIDE) FOR THE GROUNDING ELECTRICAL SYSTEM. GAS AND WATER LINES SHALL BE BONDED. 8 LUMINAIRE(LIGHT FIXTURES) IN TUB OR SHOWER BNCLOSJRESHALL BE LABELED "SUITABLE FOR DAMP LOCATIONS'. CEC410.10 (D) 9 AMINIMUM OFONE 20AMP. BRANCH CIRCUIT SHALLBEPROVIDED TO SUPPLY THE LAUNDRY RECEPTACLE0UTLET(S). SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS 10. AFCI BREAKERSFORUSEIN BEDROOMSMUSTBEOFTHE" COMBINATION TYPE' 11. NOTE MECHANICAL EQUIPMENT SUPPORTED DIRECTLY BY THE GROUND SHALL BE ISOLATED FROM THE GROUND BYA LEVEL CONCRETE SLAB EXTENDING NOT LES THAN 3' INCH ES ABOVE THE ADJOINING GROUND LEVEL. 12. PROVIDE AT LEAST TWO 20-AM PERE SVIALL APPLIANCE BRANCH CIRCUITSTO WLINEALL WALL, FLOOR, AND COUNTERTOP RECEPTACLES IN KITCHEN, PANTRY, BREAKFAST ROOM, DINING ROOM, ORSMILARAREA. SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS CEC210.11 (C)(1)AND 210.52(B)(1) THROUGH 210.52(B)(3) 13. "LIGHTING IN BATHROOMSGARAGES,LAUNDRYROOMSAND/OR UTILITY ROOMS MUST BE HIGH EFFICACY ORMUST BECONTROLLED BYA MANUAL -ON OCCUPANCY SBNSORA MANUAL -ON OCCUPANCY SENSOR MUST BE MANUALLY TURNED ON AND AS LONG ASTHESENSOR DETECTS MOVEMENT STAYS ON. WHEN MOVEMENT ISNOT DETECTED, WHICH CANNOT BE LONGER THAN 30 MINUTES, THEFIXTUREAUTOMATICALLYTURNSOFF." 14. "ALL PERMANENTLY INSTALLED LIGHTING IN OTHER ROOMS, INCLUDING HALLWAYS, DINING ROOMS, BEDROOMSFAMILY ROOMS MUST BEHIGH EFFICACY:OR CONTROLLED BY DIMMER, ORA MANUAL -ON OCCUPANCY SENSOR; THE MANUAL -ON OCCUPANCY SENSORSARE BEING MANUFACTURE) AND ARE AVAILABLE THE EXCEPTION TO THIS ISA CLOSET UNDER70' SF., AND HOT OUTLETS FOR LAMPS" 15. "RECESSED LIGHTS INSTALLED IN AN INSULATED CEILING OR CAVITY ARE REQUIRED TO HAVEA ZERO CLEARANCE INSULATION COVER (IC); BEASTM E 283 CERTIFIED THAT THEY AREAIRTIGHT;AND SEALED WITH AGASKETOR CAULK BETWEEN THE HOUSING AND THE CEILING." 16. "OUTDOOR LIGHTING THAT ISATTACHED TO A BUILDING MUST BEHIGH EFFICACY; OR CONTROLLED BYA MOTION SENSOR WITH AN INTEGRAL PHOTO -CONTROL. LIGHTING AROUND SWIMMING POOLS WATER FEATU RES OR OTHER LO CATI O N S SU B.ECT TO ARTICLE 680 OF THE CEC ARE EXEMPT. 17. BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SNGLEPHASE, 15-AND 20- AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMSSHALL BE PROTECTED BY AND ARC -FAULT CIRCUIT INTERRUPTER 18. PROVIDE TAMPER RCSSTANT RECEPTACLES AT ALL LOCATIONS 19. ALL RECEPTACLES IN ACCESSORY BUILDINGS AND OUTDOORS SHALL HAVE GROUND- FAULT CIRCUIT- INTERRUPTER(GFCI) PROTECTION. 20. PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUIT TO SERVE BATHROOM RECEPTACLES SUCH CI RCU IT(S) SHALL HAVE NO OTHER OUTLETS CEC210.11 AND 210.52, 21. PROVIDEVBNTILATION TO ALL BATHROOMS IN ACCORDANCE WITH CRC R303.3, ENERGY CODE 150 (o); 152(a) AND CMC (Table 4-4) A MIN. 50 CFM PER FAN REQUIRED. 22. ALUMINUM WIRESSV1ALLERTHAN 1-0 PROHIBITED ✓ FT "ALL CONSTRUCTION SHALL COMPLY WITH THE2019 CALIFORNIA RESIDENTIAL, MECHANICAL, ELECTRICAL, PLUMBING , GREEN BUILDING AND ENERGY CODESAND THELA QUINTA MUNICIPAL CODE' CALI FORN IA B\I BRGY CODE A. AMINIMUM OF 50 PERCENT OF THETOTAL RATED WATTAGE OF PERMANENTLY INSTALLED LIGHTING IN KITCHENSS-IAN BENIGN EFFICACY. B. FOR THE PURPOSEOFCOMPLIANCEWITH SECTION II 150.0(K), KITCHEN LIGHTING INCLUDESALL PERMANENTLY INSTALLED LIGHTING IN THE KI TCH BN EXCEPT FOR LIGHTING THAT IS INTERNAL TO CABINETS FORTH E PURPOSEOF ILLUMINATING ONLY THEINSDEOFTHECABINETS LIGHTING IN AREASADJACBNTTO THE KITCHEN, INCLUDING BUT NOT LIMITED TO DINING AND NOOK AREAS, ARECONSDBRED KITCHEN LIGHTING IF THEY ARENOTSEPARATELY SWITCHED FROM KITCHEN LIGHTING. EXCEPTION TO SECTION 150.0(K)3: UP TO 50 WATTS FOR DWELLING UNITSLFSSTHAN OR EQUAL TO 2,500 SO. FT. OR100 WATTS FOR DWELLING UNITS LARGER THAN 2,500 SO. FT. MAY BE EXEMPT FROM THE50 PERCENT HIGH EFFICACY REQUIREMENT WHEN ALL LIGHTING IN THEKITCHEN IS CONTROLLED IN ACCORDANCE WITH THEAPPLICABLE PROVISIONS IN SE CTION150.0(K)2, AND ISALSJ CONTROLLED BY VACANCY S\ISJRSOR DIMMERS C. "LIGHTING IN BATHROOMSGARAGES,LAUNDRYROOMSAND/OR UTILITY ROOMS MUST BE HIGH EFFICACY ORMUST BECONTROLLED BYA MANUAL -ON OCCUPANCY SBNSORA MANUAL -ON OCCUPANCY SENSOR MUST BE MANUALLY TURNED ON AND AS LONG AS TH E SENSOR DETECTS MOVEMENT STAYSON. WHEN MOVEMENT ISNOT DETECTED, WHICH CANNOT BE LONGER THAN 30 MINUTES, THEFIXTUREAUTOMATICALLY TURNSOFF." D. "ALL PERMANENTLY INSTALLED LIGHTING IN OTHER ROOMS, INCLUDING HALLWAYS, DINING ROOMS, BEDROOMSFAMILY ROOMS MUST BEHIGH EFFICACY;ORCONTROLLED BY DIMMER, ORA MANUAL -ON OCCUPANCY SENSOR THE MANUAL -ON OCCUPANCY SENSORS ARE BEING MANUFACTURED AND ARE AVAILABLE THE EXCEPTION TO THIS ISA CLOSET UNDER 70' SF., AND HOT OUTLETS FOR LAMPS" E "RECESSED LIGHTS INSTALLED IN AN INSULATED CEILING OR CAVITY ARE REQUIRED TO HAVE AZERO CLEARANCE INSULATION COVER (IC); BE ASTM E283 CERIIFIED THAT THEYAREAIRTIGHT;AND SEALED WITH A GASKET OR CAULK BETWEEN THEHOUSNG AND THE CEILING." F. "OUTDOOR LIGHTING THAT ISATTACHED TO A BUILDING MUST BEHIGH EFFICACY; OR CONTROLLED BYA MOTION SENSOR WITH AN INTEGRAL PHOTO -CONTROL. LIGHTING AROUND SWIMMING POOLS, WATER FEATU RES, O R OTHER LO CATI O N S SU B.ECT TO ARTICLE 680 OF TH E CEC ARE EXBM PT.• 2019 CALIFORNIA RESIDENTIAL CODE SECTI O N S R314.3. / R314.3.1 AND R315.2 2019 CALI FO RN IA BUILDING CODE SECTI O N 420.4 SV1OKEAND CARBON MONOXIDEALARMSS-IALL BE INSTALLED IN THE FOLLOWING LOCATIONS • IN ALL BEDROOMS (ONLY REQUIRESMOKEALARMS UNLESS BEDROOMS CONTAIN A GAS APPLIANCE THEN A CARBON MONOXIDEALARM IS REQ U I RED AS WELL) • IMMEDIATELY OUTSIDE OFEACH SEPARATE BEDROOM (REQU IRE SMOKE AN D CARBON MONOXIDE ALARMS) • IN EACH STORY LEVEL OF THE DWELLING, INCLUDING BASBVIBNTSAND HABITABLE ATTIC ROOMS (REQUIRE SV1OKEAND CARBON MONOXIDEALARMS) POWER SUPPLY THE CARBON MONOXIDEALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THEBUILDING WIRING AND SHALL BE EQ U I PPED WITH A BATTERY BACK-UP. • SV1OKEDETECTORS SHALL BE WITH IN 10 YEARS OF MAN U FACTU RE MARKED DATE AND/OR REPLACED IF SUCH DATE DOES NOT EXIST. • CONVENTIONAL IONIZATION SMOKEALARMS MUST BE INSTALLED WITH A TEN YEAR BATTERY. INTERCONNECTION WHERE MORETHAN ONECARBON MONOXIDEALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLING UNITTHEALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALLACTIVATE ALL OFTHEALARM S. SMOKEALARM S SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS(CRC R314.3,: • IN EACH SLEEPING ROOM. • OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IM M ED IATE VICIN ITY OF THE BEDROOMS • ON EACH ADDITIONAL STORY, INCLUDING BASEMENTS AND HABITABLE ATTICS SV1OKEALARM SSHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLI-��EX V1PTED IN ACCORDANCE WITH CRC R314.4 & R314.5 CARBON MONOXIDEALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS(CRC R315.3): • OUTSDEOF EACH SLING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) • ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS CARBON MONOXIDEALARMS SHALL BE HARDWIRED WITH BATTERY BACK-U P AND INTERCONNECTED U N LESS EXEM PTED IN ACCORDANCEWITH CRC R315.1.1 & R315.1.2 ALL O U TLETS TO BE TAMPER RESISTANT PER CEC 406.11. ALUMINUM CONDUCTORSAREPERMITTED ONLY IFSZE1/0 OR LARGER, AND ONLY TO FEED MAIN OR SUB -PANELS ALL OTHERCURRBNTCARRYING CON D U CTO RS SHALL BE COPPER WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS, AND ANY CHANGES MADE DURING CONSTRUCTION THAT ARE NOT IN COMPLIANCEWITH THE APPROVED CONSTRUCTION D0 CUM EN TS SHALL BE RESU BM I TTED FOR APPROVAL AS AN AMENDED SET OF CONSTRUCTION DOCUMENTS CRC R106.4. r r- 0 AFCI AFCI O GFCI <PH LED / \ • LED / \ ,LED n I I //)‹c\--- - Fan _ LED / $ sod } / i 11 1 \ I \ I \ / / / 0 AFCI 0 AFCI MS • AFCI \ • I I AFCI 0 VOL • O \ L R - 11 Y WP GFCI f") • • FC1, \ OL / rp AFC()/// \ LED ® LBD /93 MS MS / \ /\ / \ \ GFCI \ / L-_ "Saitable for Damp Location" 5.0 TON A/C UNIT CON DEN r L Damp Location r T/ 13 FCI 00_ AFCI 1▪ \• I \ / B1) \ / \/ x \ 1 / \ Ni\ // \\ 1, ---\'\ lc AFCI VOL 0 L /-. LED \ LED • /\ ee FCI / AFCI FCI CID Iv II 11,_ L ED LED QAFCI • \ / AFCI LED FC \ / I eLo 0 AFCI FCI I I LED "S.litable for Damp Location" / / AFCI ©LED \O \$LED / / , /Fan (J/ \\ ) LED LED LJ AFCI @LED O AFCI \ 0 AkI / LED • • • \ LED • • • \ / \ \ \ / \ / \/ 11 LED / \ LED \ • • • • • \ n LED 1 ® / J / \ �/ \ I '---__ 1 �® • rag • \ • • \ \ \ • 1' -- - I • \ \LED / LJ CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS T REVIEWED FOR CODE COMPLIANCE r OVEN VENT HOOD DRYER GARBAGE DISPOSAL POOL EQUIPMENT LAN ID APE CIRCU ITS TOTAL OTHER LOADS CALCULATION: REMAINING 40,169 WATTS @40% FUTURE LOADS 16,068 WATTS @25% CALCULATED LOAD: O LED • • / LED \ \ \ / \ / \ / / - - _ ,- -- o / / / • • / / LEDD QAFCI -93 -93 1 \ • • \ \ • LED \ • / \ \ \ 1 \ 4 AFCI 1 / / AFCI WP GFCI \\ LED v PH> +84 AFCI AFCI p / \ • • • • / @LED AFCI LED l]VoL \ \ • \• 0 AFCI 0 AFCI +7g QPH 0 AFCI I LED • • AFC FH • AFCI • • • • • • • • FCI AFCI AFC 0 AFC! +82 LED LEID • • • • ITV AFCI 100% of the luminaries in a kitchen must be high efficacy. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces shall be controlled by a vacancy sensor. Bedrooms, living rooms, family rooms, and other rooms used for living and sleeping must have high efficacy lighting, and may require an occupant sensor with a manual-on/auto-off feature, or dimmers. Exterior lighting must be high efficacy, a photocell and motion sensor may be installed. TITLE 24 RESIDENTIAL LIGHTING STANDARDS Permanently installed luminaires that have plug-in or hardwired connections for electric power must comply with the mandatory energy requirements summarized below: ROOM % HIGH EFFICACY 1,2 OPTIONS KITCHEN 100%3 CABINET LIGHTING 100% Under -cabinet lighting shall be switched separately from other lighting. BATHROOM 100% Vacancy Sensor' GARAGE 100% Vacancy Sensor' LAUNDRY ROOMS 100% Vacancy Sensor' UTILITY ROOMS 100% Vacancy Sensor' CLOSETS > 70 SF 100% Vacancy Sensor4 ALL OTHER ROOMS5 100% Vacancy Sensor4 or Dimmer EXTERIOR6 100% Controlled by manual on/off switch and one of the following: motion sensor, photo control and automatic time switch control, astronomical time clock, or EMCS7 High efficacy lighting contains pin -based sockets and includes fluorescent with electronic ballasts, metal halide, high pressure sodium, and certified LED lighting. 2. Luminaires recessed into insulated ceilings must be approved for zero clearance insulation contact (IC) and rated and labeled as air tight (AT). 3. 100% of the total lighting wattage (based on the max. lamp rating) in a kitchen is required to be high efficacy. 4. All Occupant Sensors Control Types shall be programmed to turn OFF all or part of the lighting no longer than 20 minutes after the space is vacated of occupants, except as specified by Section130.1(c)8. 5. Includes bedrooms, living, dining and family rooms, club houses, home offices, and enclosed patios. Closets that are less than 70 sf in area and hallways are exempt from this requirement. 6. Lights around pools and water features subject to California Electrical Code Article 680 are exempt. 7. Energy management control system. (E) ELECTRICAL LOAD CALCULATIONS EXISTING MAIN DENCE= 5,087 SQ. FT. + TOTAL AREA 5,923 SO. FT. SMALL APPLIANCE CIRCUITS 1,500 9,100 750 5,400 1,650 4,000 4,000 = 50,169 W = 10,000 = 16,068 = 4,017 = 20,160 = 6,048 = 56,293 W UIDKISTING 400 AMP. MAIN PANEL GARAG &BD / 1 AFCI +66 • +66 COVER AFC! • • • AFCI 0 AFCI T. AFCI LED APCI LED AFCI • LED LED LIED • • • AFCI 0 • • • • VOL • • • • • • • • • • ED / / GFCI • AFCI LED • ED • • GFCI GFCI GFCI 0 LED • • AFCI • • • • • 1 LED / GFCI • LED GFCI * • • • GFCI 0 GFCI 220v • 1111, ELECTRIC METER & 400 AMP MAIN DIONNECT& MAIN PANEL WITH # 4/0 REBAR UNDERGROUND WITH ACORN CLAMP CONNECTED TO COLD WATER PIPE ED "al i table for Damp Location" LED LED AFL. AFCI PH 1111111111 imemowl oak goose • • • • • • • Receptacles shall be installed such that not point measured horizontally along the floor line of any wall space more than 6 ft. from the receptacle outlet. CEC 210.52 (A) (1). • At least one GFCI outlet to be installed at the front and rear of the • Boxes for ceiling fans shall be U.L. listed for the mounting. • Luminaires directly above tub and shower shall be marked for damp locations, or marked "aiitable for Wet Locations" or "aiitable for Damp Locations," where subject to shower spray per CEC 410.10(D). • For the Air -Conditioning Condenser, a working space of 30 inches of minimum width and 36 inches of minimum depth is required in front of disconnect per CEC 110.26A. • All installed luminaires in kitchens shall be efficacy that are permanently installed or integral to luminaire/exhaust fan. • Night lights are required to be efficacy, but are not expected to meet the specifications of A-8. • Under -cabinet lighting must be switched separate from all other • All lighting must have readily accessible manual controls, allowing occupants easy control of lighting in the space. • Vacancy switches or dimmers are required for all light sources required to comply with A-8. If the kitchen luminaire is enclosed or rece,Yrd luminaire, you must use a dimmer or vacancy sensor. • • LED GFCI • • AFCI AFCI ufo AFCI fi 1111 Da mkgirmi !IL tim • / / • • • • • e for • (pi ©LED OLED c.A.1 LED • GFCI • 22 LJ LJ LE ELECTRI CAL PLAN LJ 4 AFCI GFCI VVP GFCI GDO 12345 FG 11"(1EY t STANDARD SWITCH THREE-WAY OR FOUR-WAY LIGHT SN IT CH AS NOTED. STANDARD DIMMER SNITCH. SNITCH W/ OCCUPANCY SENSOR 120V DUPLEX CONVENIENCE RECEPTACLE (AFCI) AT 12" ABOVE FLOOR, UNLESS NOTED OTHERWIffi. AT 12" ABOVE FLOOR UNLFSS NOTED OTHERWISE CIRCUIT INTERRUPTOR 120V FOURPLEX CONVENIENCE RECEPTACLE W/ GROUND - FAULT AT 12" ABOVE FLOOR UNLESS NOTED OTHERWIffi 120V DUPLE< CONVENIENCE RECEPTACLE, SWITCH CONTROLLED, 1/2 HOT. 120V OR 240V, AS NOTED, WEATHERPROOF DUPLEX RECEPTACLE W/ GFCI 120V OR240V, AS NOTED, FLOOR TYPE DUPLEX RECEPTACLE, W/ COVER. RECEEID FRACTIONAL HP EXHAUST FAN, SVVITCH CONTROLLED (5 AIR CHANGES PER HOUR) RECEEID COMBINATION LIGHT/EXHAUST FAN SWITCH CONTROLLED RECESED ELECTRICAL CEILING HEATER SWITCH CONTROLLED. TEL ON E JACK AT +8" ABOVE FLOOR AN D COUNTER. TELEVISON CABLE JACK AT ABOVE FLOOR DOORCHIMEPUS-I BUTTON. DOORCHIME GARAGE DOOR OPENER PUS -I BUTTON. SENSCRED ADDRES LIGHT (NO SWITCH) ILUMINATED BUILDING ADDRESSNUMBERSTO BEA MINIMUM OF 4" HIGH MINIMUM THERIV1OSTAT, VERIFY LOCATION WITH HEATING/AC LAYOUT. JUNCTION BOX, WITH COVER OR ADAPTER AS REQUIRED CARBON MONOXIDE DETECTOR, 120V POWERED W/ BATTERY BACK-UP. (CEILING MOUNTED, U.N.0.) FUEL GASAND FUEL GASCONTROL KEY. HOSE BIBB, W/S-I UT OFF VALVE AS NOTED. MUST HAVEAN ANTI-SPHON DEVICE CPC 603.4.6. ROUND RECESSED INCANDESCENT LIGHT FIXTURE © FL, "FL" (INDICATES FLUORESCENT) SD, "SD" (SHALL BE LABELED "SUITABLE FOR DAMP LOCATION" LED NEC 410-4(a). EACH ROOM CONTAINING A S-10WER OR BATHTUB) "LED" (IN DICATES LIGHT-EM ITTING DIODE (LED)). FL SURFACE MOUNTED INCANDEENT CEILING LIGHT FIXTU RES ("FL." LED INDICATES FLUOREENT). SURFACE MOUNTED INCANDFS-ENT WALL LIGHT FIXTURE FL "FL" (INDICATES FLUORESCENT). LED "MS& PC" (INDICATES FIXTUREw/MOTION SENSOR AND PHOTOCELL). "LED" (INDICATES light emmiting diode (LED)). ELECTRODE/COLD WATER BOND SYSTEM. PENDANT LED LIGHTING. ROUND ART RECESSED INCANDFS'ENT LIGHT FIXTURES. UNDER CABINET FLUORESCENT LIGHT FIXTURE (W/LENGTH) SWITCH SURFACE MOUNTED LED CELING LIGHT FIXTURE SURFACE MOUNTED IN CAN D ECENT VANITY LIGHT FIXTURE RAIL ROUND ART RECEEED LIGHT FIXTURE FLEXIBLE LED STRIP LIGHT 0 0 0 0 FL - Compact Fluorescent Light Add -On Kit U - Universal Light Add -On Kit CEILING MOUNTED FAN, 4 OR 5 BLADE svv ITCH CONTROLLED. CHANDELIER (TO BE SELECTED BY OWNER) NOTE • ALL OUTLETS TO BE TAMPER RESISTANT PER CEC 406.11. • HIGH EFFICACY LUMINARIES MUST BE PIN BAS3D 3.0 TON A/C UNIT CONDENSER 5.0 TON NC UNIT CONDENSER NORTH A.- Luminaires and lamps that are Energy Commission certified must be marked with J48-2019 or J48-2019-E B.- All LED luminaires are required to be controlled by a National Electrical Manufacturers Association (NEMA) Sq -7A-compliant dimmer unless they are controlled by a vacancy sensor or an occupancy sensor. C.- An air barrier shall be installed enclosing the entire building. The air barrier must be installed in a continuous manner across all components of framed and non -framed envelope Arrrmblies. The installer shall provide evidence with compliance documentation that the air barrier system meets one or more of the air barrier requirements D.- For QII, a third -party H ERS Rater is required to verify that the air barrier has been installed properly and is integrated with the insulation being used throughout the building. E- All insulation shall be certified by Department of Consumer Affairs, Bureau of Electronic and Appliance Repair, Home Furnishings and Thermal Insulation that the insulation conductive thermal performance is approved pursuant to the California Code Regulations, Title 24, Chapters 12-13, Article 3, "Standards for Insulating Material.' 2019 California Energy Code, ction 110.8. F.- Kitchen range hoods shall be rated for sound in accordance G.- Compliance with ASH RAE 62.2 ction 4.4 shall require manual switches associated with dwelling unit ventilation systems to have a label clearly displaying the following text or equivalent text: "This switch controls the indoor air quality ventilation for home. Leave it on unless the outdoor air quality is very poor.' H.- The installed kitchen range hood shall be field verified in accordance with the procedures in Reference Residential Appendix RA3.7.4.3 to confirm he model is rated by HVI to comply with following requirements: i.The minimum ventilation airflow rate as specified in ii.The maximum sound rating as specified in ction 150.0 (o)1G. I.- All installed luminaires in kitchens shall be high efficacy that are permanently installed or integral to a luminaire / exhaust fan. J- Night lights are required to be high efficacy, but are not expected to meet the specifications of A-8. K.- Under -cabinet lighting must be switched separate from all other lighting. L.- All lighting must have readily accessible manual controls, allowing occupants easy control of lighting in the space. M.- Vacancy switches or dimmers are required for all light sources required to comply with A-8. If the kitchen luminaire is enclosed or recerd luminaire, you must use a dimmer or vacancy sensor. MUAFE FOOTAGE EXISTING MAIN RESDENCE IDKISTING TWO -CAR GARAGE + GOLF CART GARAGE REAR COVERED PATIO: IDKISTING COVERED ENTRY: GUEST BEDROOM INTO GARAGE IDKISTING GAZEBO: TOTAL FOOT PRINT: 7,181 c4). FT. TOTAL STE 32,805 SD. FT. w/t GLA DESIGN GROUP LLC. A JOINTVENTURE WITH: GABRIEL LUJAN ASSOCIATES DRAFTING • DESIGN • LAND PLANNING GABRELLUAN PRINCIPAL DESIGNER PALM DESERT, CA. 92211 EMAIL- glujan@gladesigngroup.com j:)aimilliiii) Gabriel Lujan These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP NO. REVISIONS DATE .A. BUILDING DEPT. PLAN CHECK 05.18.21 0 u_ LO ow (/) 6 zow I 0> - . . 6 ey u) < 3 w.1 °6- 8: 0 12 co 0 . <E> 2 , co' < iti,' S-IEET TITLE ELECTRICAL PLAN G.L.A. CHECKED G.L.A. DATE MARCH 2021 AS NOTED S-IEET NUMBER El Printed On: 06/04/21 NOTE ALL PLUMBING LI N ES TO BE ABS SCH . 40 FIXTURE FLOW RA I ES 4.303.1 Water conserving plumbing fixtures and fittings FI XTU RE TYPE MAX. FLOW RATE WATER CLOSETS 1.28 GPF URINALS 0.5 GPF SHOWERHEADS 1.8 gpm @80 psi for single showerheads 2.0 gpm @80 psi multiple showerheads LAVATORY FAUCETS METERING FAUCETS 1.2 gpm @60 psi and minimum 0.8 gpm @20 psi. 0.2 gallons per cycle KITCHEN FACUETS 1.8 GPM @80 PSI 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITI1NGS Rumbing fixtures and fittings shall be installed in accordance with the California Rumbing Code, and shall meet the applicable standards referenced in Table 1401.1 of the California Rumbing Code. FIXTURE UNIT COUNTS ITEM QTY DRAIN FIXTUREUNITS BUILDING D.F.U. WATER CLOSET BIDET LAVATORIES WC BI LAV 7 0 8 X 6.0 = 42.0 X 1.0 = 0.0 X 1.0 = 8.0 SHOWER BATH TUB WASHER BOX SINK DISHWASHER 9-1 BT WB SK DW 5 3 0 3 1 X 2.0 = 10.0 X 2.0 = 6.0 X2.0= 0.0 X2.0 = 6.0 X2.0 = 2.0 CLOTH ES WASH ER HOBIB LAVATO RI ES IN SET OF TWO OR TH RII CW HB LAV2 1 4 0 X3.0= 3.0 X 1.0= 4.0 X 2.0= 0.0 TOTALS 81.0 OVERALL BUILDING WATER CPC FOR FAIRLY SMOOTH COPPER PIPE APPENDIX -A, CHARTA-5. MAX PRESSURE DROP OF 5 p.s.i./100' AT < 8'/EC. CW. < 5'/EC HW WASTE 81.0 = 4" UP TO 256 UNITS USE4" BASED ON 216.0 MAX. x .80% FOR 1/4" FALL WORK SHALL BE INSTALLED IN ACCORDANCEWITH THEAPPROVED CONSTRUCTION DOCUMENTS AND ANY CHANGES MADE DURING CONSTRUCTION THAT ARE NOT IN COMPLIANCEWITH THEAPPROVED CONSTRUCTION DOCUMENTS SHALL BE RC JBMITTED FORAPPROVALASAN AMENDED SET OF CONSTRUCTION DOCUMENTS. CRC R106.4. WATER PIPE CAPACIT1 ES RXTUREUNITS MAXIMUM FIFE SZE FLUS-1 TANK FLUSH VALVE FLOW ( (1) C.W. H.W. 1/2" 3/4" 1" 1-1/2" 2" 3" 3.0 10.0 30.0 99.0 236.0 719.0 - - - 33.0 116.0 666.0 3.5 3.5 8.5 6.0 20.0 13.0 43.0 26.0 73.0 47.0 165.0 100.0 (1) BASED ON FRICTION LOSS IN HEAD, IN LBS PER SQ. IN PER 100FT. LENGTH FORTYPE"L" COPPER. MAX. <_ 8. MAX. VELOCITY IN FT. PER SECOND. C.W.<_8. H.W.<_5. 1997 UPC CHARTS A2, A3 & A4 CITY OF LA QUINTA BUILDING DIVISION MEP PLANS/DETAILS T REVIEWED FOR CODE COMPLIANCE 1 r r r r r r ABS VTR 14' r r1 MASTER BEDROOM Carpet Rr./ 9'5"Clg. Ht MASTER BATH Carpet Rr./ 8'-0"Clg. Ht. WALK -IN- CLOT (HISj Carpet Rr./ 8'-0"Clg. Ht. / HALL pLp�� Carpet Rr./ 8'-0"Clg. Ht. WALK -IN- CLOT (HERS) Carpet Rr./ 8'-0"Clg. Ht. AB VTR 14" ABS VTR 1 r - L r Tile Rr7 8'-0 Whit ABS VTR 14' 0 4" v • BATHROOM # 4 Tile Rr./ 8'0"CIU-lt. / BEDROOM # 4 Carpet Rr./ 8'-0"Clg. Ht CID- 0 4" 04" �•�• 0 2" HALLWAY on Tile RrJ 7'-11 "Clg. Ht BT �LJ o 1 ABS VFR12 Carpet Rrl 8"Clg. t! POWDBR# Tile Rd 8'0"Clg. ABS VTR 14" \ /. \ \/ \ / \ / \/ 11 V REAR COVBJ PATIO Tle Rr./ 10' 24'Clg. Ht. r / / I I LJ C.O J GREAT ROOM Carpet Rr./ 11'-102'Clg. Ht HALL Tile Hr./ 10'44"Clg. Ht \ / \ / \ / \ / \/ 11 L \ • S_OPE2% OPEN AREA Carpet Rr./ 10' 27g"Clg. Ht. DINING ROOM Carpet Rr./ 11'-11 "Clg. Ht • • SJNKBN BAR Tile Rr./ T-11"Clg. Ht. • COVERED ENTRY Tle Rr./ 10' 34"Clg. Ht. 0 4" F\\ /, F\\ //'I i \ / I I \ / `\ /' I \\ /' \X/ MOWIEFib OM \)\/ / \\ Tile Rr. 11'4Ig. Ht // \\ ■ \ I I /' \\ \ I I / \ \� L/ ■ ■ • • T L-- FAMILY ROOM Carpet Rr./ 9'S }"Clg. Ht. a. O ail 1 J _� _J L .DW/ 0 4" 0 4" r L \ \ \ \ KITCHEN Tile Rr./ 9'4"Clg L rJ I \ \ / \ / X / \ / \ / \ /•\ •\ HALLWAY Tile Rrl T-11 "Clg. Ht. J 2" , 0 / i ABS TR14" ■ goo $O© 1 J J NO WATER SUPPLY SYSTEM OR PORTION TH Q'.CO F SHALL BE COVERED OR CONCEALED UNIT IT FIRST HAS BEEN TE,SIED, INSPECTED AND APPROVED, CPC 105.2.1.1 NO PLUMBING OR DRAINAGE SYSTEM, BUILDING SEWED, PRIVATE SEWER DISPOSAL SYSTEM, OR PART THEREOF, SHALL BE COVERED, CONCEALED, OR PUT INTO UUNTIL IT HAS BEEN TESTED, ISPECTED, AND APPROVED, CPC 105.2.1.2. ALL DOMES' IC HOT WATER SYSTEM PIPING CONDITIONS LISTED BELOW, WHETHER BURIED OR UNBURIED, MUST BE INSULATED AND THEINSULATION THICKNI-L,`BE SELECTED BASED ON THE CONDUCTIVITY RANGE IN TABLE 120.3-A AND THE I N SU LATI O N LEVEL SHALL BE SELECTED FROM THE FLU ID TBVI PERATU RE RANGE BASED ON THE TH I CKN FRS REQ U I RBVI EN TS IN TABLE 120.3-A; 1.- THE FIRST 5 FEE! OF HOT AND COLD WATER PIPE FROM STORAGETAN KS. 2.- ALL PIPING WITH A NOMINAL DIAMETER OFGINCH OR LARGER. 3.- ALL PIPING ASSOCIATED WITH A DOMES' IC HOT WATER RECIRCULATION SYSTEM REGARDLESS OF THE PIPE D IAM ETBR. 4.- PIPING FROM THEHEATING SOURCE TO STORAGE TAN KORBETWEBN TANKS 5.- PIPING BURIED BELOW GRADE 6.- ALL HOT WATER PIPE FROM THE HEATING SOURCE TO THE KITCHEN FIXTURES SYSTEMS USING GAS OR PRO PANE WATER H EATERS TO SERVE INDIVIDUAL DWB_LINGSUNITSSHALL INCLUDETHEFOLLOWING COMPONENTS 1.- A 120V ELECTRICAL RECEPTACLE THAT IS WITH IN 3 FEE! FROM THE WATER HEATER AND ACCR-H BLE TO THE WATER HEATER WITH NO OBSTRUCTION; AND 2.- A CATEGORY II OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE O U TSI D E TERMINATION AND THE SPACE W H ❑-.E TH E W ATER HEATER IS INSTALLED; AND 3.- A CONDENSATE DRAIN THAT IS NO MORETHAN 2 INCHESHIGHBRTHAN THE BA O F THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUTA PUMPASSISTANCE; AND 4.- A GAS SU PPLY LIN E WITH THE CAPACITY OF AT LEAST 200,000 BTU/HR THE LOCAL RESPONSIBLE BU ILDING OFFICIAL OF ANY CITY, COUNTY OR CITY AND COUNTY, SHALL AUTHORIZED BY PERMIT THE USE OF CPVC FOR HOT AND COLD WATER DISTRIBUTION SYSTBVISWITHIN THE INTERIOR OF RESIDENTIAL BUILDINGS 2019 CPC, SECTION 604.1.1. PRIOR TO IS DING A BUILDING PERMIT PURSUANT TO SECTION 604.1.1, THE BUILDING OFFICIAL SHALL REQUIRE AS PART OFTHE PERMITTING PROCESS THAT THE CONTRACTOR, ORTHEAPPROPRIATEPLUMBIN G SUBCONTRACTORS PROVIDE WRITTEN CH-oIIFICATION: (1) THAT IS REQU IRED IN SUBDIVISION (E), AND (2)THAT HE OR SHEWILL COMPLY WITH THEFLUS-IING PROCEDURESAND WORKER SAFETY MEASURES OFTHISCODEAND THE MANUFACTURER SINSTALLATION INSTRUCTIONS 2019 CPC SECTION 604.1.1. PRIORTO IS SING A BUILDING PERMIT TO INSTALL PEX PIPE, THE BUILDING OFFICIAL SHALL REQ U I RE AS PART OF THE PERMITTING PRO CFSS THAT THE CONTRACTOR, OR TH E APPRO PRIATE PLUMBING SUB -CONTRACTORS, PRO V I D E WRITTEN CH--IIFICATION THAT HE OR SHEWILL COMPLY WITH THEFLUS-IING PROCEDURES SET FORTH IN THECODE, 2019 CPC 604.1.2 (2). L \ u-nuTY Tile Rr./ 7Sz"Clg. Ht 4) BEDROOM # 3 Carpet Rr./ 9'6"Clg. Ht \ • • I S_AND S NK DRAINAGE DETAIL Fr, 0 1-7 APPROVED DISHWASHER AIR GAP FITI N G VERTICAL FIXTURE DRAIN SHALL BEACCESIBLE DRAIN BOARD 1-1/2" VENT THROUGH ROOF OR CONNECT TO OTHER VENTS NEAREST PARTITION VH-oI ICAL FIXTUREVBNT FLOOR 1-1/2"Z CLEAN OUT NO FIXTU RCS UPSTREAM A, B AND C ARE Y-BRANCH FITTINGS r el FOOT VENT 1-1/2" 0 HORIZONTAL DRAIN 2"0 1/4" PER FOOT GRADE • L ABS VTR 14' 0 41 7 J \P.O. 02 LAUNDRY Tile Rrl 7'-6 "Clg. H P.O.C. 4' I ■ �0 �:', �.�., , a �, /\ f° GUEST BEDROOM Carpet RrJ 724"Clg. Ht r GOLF CART A AG7E Carpet Ht. 1 ABS VTR 14' TWO -CAR GE Carpet Rr�✓ 9��g '-1Ht • • • ABS VTR 14" 1 LJ LJ LJ I ■ I TO SEWER ■ CONNECTION VERIFY 4j LOCATION V LJ PLUMBING PLAN (Proposed) SCALE: 1/4" = 1'-0" PIPE LEGEND ■ _■ EXISTING SEVVBRLINE4"0 NEW SB/VERLINE4"0 EXISTING 5`INBRLINE2"0 NEW SB/VERLINE2"0 D<ISTINGV.T.R LINE12"0 NEWV.T.R LINE12'0 "ALL CONSTRUCTION SHALL CO M PLY WITH THE 2019 CALIFORNIA RESIDENTIAL, MECHANICAL, B_ECTRICAL, PLUMBING , GRm\1 BUILDING AND ENERGY CODESAND THELA QUINTA MUNICIPAL CODE' LALL WATER CLOSET CONNECTIONS MADE DOWNSTREAM ALL WATER CLOSET CONNECTIONS MADE DOWNSTREAM OF THE 3RD WATER CLOSET REQUIRE A MINIMUM 4" WASTE LINE. NORTH GLA DESIGN GROUP LLC. A JOINTVENTURE WITH: GABRIEL LUJAN ASSO CI ATES DRAFTING • DESIGN • LAND PLANNING GABRELWJgN PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, SIE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX(760) 674-8100 EMAIL- glujan@gladesigngroup.com q14)aimi°1111) Gabriel Lujat These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP N O . REVISIONS DATE 1 BUILDING DEPT. PLAN CHECK 05.18.21 0 LL M LO N a) ow (/) 6 zow I 0> - . . 6 ey u) < 3 136 Z-- J ,,, w N � o c,„ O a cci r � SHEET TITLE PLUMBING PLAN DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER P1 JOB No. PD-0224-2 K21 Printed On: 06/04/21 \SPECT O\ CO\CETE VASO\Y CO\CETE GE\EAL 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. I \ S P E C TI 0 \ S P E 2 019 C 3 C C H A P TE 1 7 1. CONCRETE MASONRY: 1. 2. 3. 4. 5• 6. 7. 9. 10. 11 12. 13. 14. CONCRETE PLACEMENT & QUALITY: 1 • 2. 3• 4. 5. 6. 8. 9. 10. 11. 12. TYPICAL DETAILS: A. F'm = B. GRADE N OUONITS, CONFORMING TOHIGHER STRENGTHDRAWINGS. AS M OR 0,AS WITH MVINIMUM THE OF BLOCK TO BE DETERMINED BY REQUIRED F'm. C. PROVIDE NORMAL WEIGHT UNITS FOR WALLS RETAINING EARTH & © UNITS FOR SHEAR WALLS. PROVIDE LIGHT WEIGHT UNITS AT ALL LOCATIONS. D. GROUT 200 PSI MIN., AND HIGHER AS REQUIRED BY SPECIFIED F'm: EXAMINE DETAILS AND SCHEDULES. GROUT ALL CELLS, U.N.O. E. MORTAR TYPE M, MINIMUM, OR STRONGER AS REQUIRED TO MEET STRENGTH CRITERIA. F. SEE NOTE 2 BELOW FOR TESTING REQUIRED TO ESTABLISH F'm. G. MINIMUM CMU REINFORCING, UON: #7 © 16" VERT., #4 © 16" HORIZ., 2#6 MIN. EACH HEAD, JAMB AND CORNER, SEE TYPICAL DETAILS. VERTICAL BARS MAY NOT BE SPLICED EXCEPT TO FOOTING DOWELS. TESTING: CONCRETEILABLPLACEMENT CO AND QUALITY SHALL BE PER RECOMMENDATIONS IN A.C.I. SP-15. A COPY SHALL BE AVAILABLE AT THE CONSTRUCTION SITE DURING CONSTRUCTION. DEBRIS: CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE BUILT IN A MANNER CONSISTENT WITH THE DESIGN INTENT CONTAINED IN DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK OR CONTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES. REGULATIONS AND SAFTY REQUIREMENTS. DISCREPANCIES: THE FOLLOWING INSPECTION REQUIREMENTS OF THE 2019 CBC SHALL BE MADE AS APPLICABLE FOR THE CONSTRUCTION OF THE PROJECT. REFER ALSO TO THE PROJECT SPECIFICATIONS. 2. 3. 4. REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. DO NOT PERMIT REINFORCING TO BE CONTAMINATED BY FORM RELEASE AGENTS. EMBEDDED ITEMS: X FOUNDATIONS 1802.1, 1810. X WOOD, LATH, GYPSUM BOARD 108.5.4, 108.5.5 SITE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS AT THE JOB SITE AND BRING TO TJE ARCHITECT'S ATTENTION ANY DISCREPANCIES. IN THE CASE OF AN INCONCISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY AN ADDENDUM, THE MOST STRINGENT SHALL GOVERN AND THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION SHORING & BRACING: A. ALL INSERTS SHALL BE CAST IN CONCRETE AND SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. B. DRILLED FASTENERS ARE NOT PERMITTED UNLESS THE CONTRACTOR FULLY DETAILS AND OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY FOR THEIR USE. C. POWER -DRIVEN FASTENERS WILL BE PERMITTED ONLY WHEN IT CAN BE SHOWN THAT THEY WILL NOT SPALL THE CONCRETE AND ARE LOCATED SO AS TO AVOID REINFORCING. CONTRACTOR SHALL FULLY DETAIL AND OBTAIN APPROVAL FROM THE ENFORCEMENT AGENCY BEFORE INSTALLATION D. ALL HARDWARE SHALL HAVE A CURRENT I.C.B.O. RESEARCH REPORT AND SHALL BE ACCEPTED BY THE STRUCTURAL ENGINEER, THE INSPECTOR, AND THE ENFORCEMENT AGENCY BEFORE INSTALLATION. CONSTRUCTION JOINTS: x CONCRETE 1902.1,1903.1,1908. WELDING 2204.1 X SPECIAL INSPECTOR 110.3.9 PERIODIC INSPECTOR 1702.1 1710 STEEL STRONG WALL ICC-ESR 1679 PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANEL, AND DIAPHRAGMS, INCLUDING NAILING ,BOLTING ANCHORING AND OTHER FASTENING TO COMPONENTS OF THE SEISMIC FORCES RESISTING SYSTEM. SPECIAL INSPECTION BY DEPUTY INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING OF THE SHEATHING IS 4" ON CANTER OR LESS (1705.12.2) CONCRETE: PROVIDE COMPLIANCE WITH F'm PER CBC REQUIREMENTS FOR FULL ALLOWABLE STRESSES IN ACCORDANCE WITH ONE OF THE FOLLOWING: MASONRY PRISM TESTING OR MASONRY PRISM TEST RECORD OR UNIT STRENGTH METHOD. CONTRACTOR SHALL PROVIDE ALL TESTS AND RECORDS FOR METHOD CHOSEN. GROUT LIFTS: IT SHALL BE THE CONTRACTORS SOLE RESPOSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING AND FORMWORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE STRUCTURE. A. BRACING AND SHORING IS REQUIERED FOR RETAINING WALLS UNTIL ALL OTHER SUPPORTING ELEMENTS HAVE ATTAINED FULL DESIGN STRENGTH. B. PROVIDE SHORING FOR OTHER ELEMENTS. AS REQUIRED TO TRANSMIT CONSTRUCTION LOADS TO ELEMENTS CAPABLE OF RESISTANCE WITHOUT DAMAGE TO PERMANENT STRUCTURE. EXCAVATION: A. HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN WALLS AND FOOTINGS SHALL HAVE SURFACES RAKED AND ROUGHENED TO A MINIMUM OF 1/4" AMPLITUDE AND KEYS AT 12" 0.C. UON. SUBMIT SPECIFIC PROPOSED LOCATIONS FOR REVIEW BY STRUCTURAL ENGINEER. B. SLAB ON GRADE: NOMINAL 2X KEYS X 1/3 SLAB THICKNESS, CONTINUOUS. SEE DETAILS. C. ALL JOINTS NOTED ON THE DRAWINGS AS SLIP JOINTS SHALL BEARING SURFACE TROWELLED SMOOTH AND COVERED WITH 16 GAUGE GALVANIZED METAL SHEET FOLLOWED BY 2 LAYERS OF 6 MIL VISQUEEN. SLIP JOINTS SHALL NOT BE KEYED OR PREVENTED FROM SLIPPAGE IN ANY WAY. PIPES AND CONDUIT: MASONRY UNITS SHALL BE LAID TO A MAXIMUM HEIGHT OF FIVE FEET BEFORE GROUTING, HIGH LIFT GROUTING MAY NOT BE USED UNLESS CONTRACTOR SUBMITS PROPOSED METHOD AND OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY. REINFORCING IN MASONRY: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREET AND UTILITIES IN ACCORDANCE WITH THE ENFORCEMENT AGENCY. OTHER TRADES: SEE SECTION BELOW. A. DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE AND PNEUMATICALLY PLACED CONCRETE. B. DURING INSTALLATION OF ALL SLIP JOINTS REINFORCING: E \ FO C \ G A S SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAIL NOT SHOWN ON THESE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED WITH THE ARCHITECTURAL DRAWING'S BACKFILL: PIPES AND ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT AS SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT SHOP DRAWINGS SHOWING ALL PIPE AND CONDUIT SIZES, LOCATIONS AND SPACING. MAXIMUM SIZE SHALL BE 1/4 OF THE SLAB THICKNESS AND LOCATED AT THE MID DEPTH OF THE SLAB. MINIMUM SPACING IN SLABS SHALL BE 6 TIMES THE DIAMETER OF THE LARGEST PIPES AND CONDUIT SHALL NOT DISPLACE REBAR NOR IMPAIR THE STRENGTH OF THE MEMBER. FORMWORK: 1 • 2. 3. 4. 5. 6• 7. REBAR GRADES: A. DURING THE PLACING OF REINFORCING STEEL FOR ALL STRUCTURAL CONCRETE AND MASONRY. B. DURING PLACING OF ALL INSERTS. WELDING: UNLESS NOTED OTHERWISE BELOW, ALL REINFORCING STEEL, INCLUDING FOUNDATIONS AND MASONRY SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. SEE "WELDING & CUTTING" FOR BARS TO BE WELDED. WELDED WIRE FABRIC: DURING ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING STEEL. HIGH-STRENGH BOLTING: BACKFILL AS IT OCCURS AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS. DO NOT PROCEED WITH BACKFILL UNTIL 7 DAYS AS A MINIMUM AFTER THE COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED. BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION, INSPECTION AND ACCEPTANCE OF WATERPROOFING WHERE OCCURS. SAFETY: A. DESIGN SHORING SUFFICIENT TO SUPPORT CONSTRUCTION DEAD AND LIVE LOADS. B. DESIGN WALL FORMING CONSISTENT WITH WALL DIMENSIONS AND EXPECTED RATE OF POURING. C. NO PORTION OF THE FORMING OFR SHORING SYSTEM MAY BE REMOVED LESS THAN 12 HOURS AFTER PLACING CONCRETE. CEMENT: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. DOWELING: DURING ALL BOLT INSTALLATIONS AND TIGHTENING, OPERATIONS. STRUCTURAL MASONRY: ALL WALLS SHALL BE DOWELED INTO FOOTINGS, OR SLABS WITH BARS OF THE SAME SIZE AND SPACING AS THE BARS ABOVE, UON. LAP 60 BAR DIAMETERS MIN.7. LAP SPLICES: DURING PREPARATION OF MASONRY WALL PRISMS (AS REQ.'D BY BUILD'G AUTHORITY) SAMPLING AND PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, PLACEMENT OF ANCHOR BOLTS, INSPECTION OF GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEAN OUTS, AND DURING ALL GROUTING8. OPERATIONS. DIAPHRAGM: CEMENT SHALL BE TYPE II PORTLAND CEMENT CONFORMING TO CBC STANDARD 19-1 CONCRETE AGE: A. THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDUCT OF THE CONSTRUCTION AND THE SAFETY OF THE WORKER. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, SAFETY APPLIANCES SUCH AS HANDRAILS, BARRIERS, ETC., TEMPORARY BRACING AND SHORING AND REMOVAL OF SAME. PERIODIC VISITS TO THE SITE BY THE STRUCTURAL ENGINEER FOR FAMILIARIZATION, CLARIFICATION OR INTERPRETATION DO NOT CONSTITUTE SUPERVISION OR INSPECTION. ALL CONSTRUCTION SHOULD CONFORM TO FEDERAL, STATE, AND CITY STANDARDS. B. PROVIDE PEDESTRIAN PROTECTION AT PUBLIC WAYS. GOVERNING CODES: A. DO NOT SPLICE BARS EXCEPT WHERE SPECIFICALLY SHOWN ON DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. B. FOR CONCRETE, PROVIDE LAPS PER GENERAL DETAILS, UON. C. FOR CONCRETE MASONRY, PROVIDE 60 DIAMETER MINIMUM LAPS, UON. D. LAPS IN HORIZONTAL BARS SHALL BE STAGGERED. HOOKS AND BENDS: NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY STRUCTURAL ENGINEER. (SEE ACI 318-14 FOR LIMITATIONS ANS PRACTICES DUE TO HIGH TEMPERATURES.) FIELD FOREMAN: VERIFY ANY 5-PLY STRUCTURAL I PANELS VERIFY ALL NAILING DONE WITH COMMON NAILS TO SPECIFIED SPACING AND THAT SHEATHING IS UNDAMAGED BY CONSTRUCTION PROCESS. FIELD INSPECTOR: THE FIELD FOREMAN RESPONSIBLE FORE THE PLACEMENT OF ALL STRUCTURAL CONCRETE SHALL DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE IN THIS CAPACITY FOR THIS TYPE OF CONSTRUCTION. AGGREGATES: A. CBC 2019 & ASCE 7-16. AC1318-14,AISC/AISC360-10,AISC341-10 AWS D1.1 /D1.1 M: 2010, 2018NDS, 2018NDS 2015SDPWS, ANSI/TPI 1-2007 TMS 402-13/ACI 530-13/ ASCE5-13 B. DESIGN LOADS 1. ROOF LIVE LOAD = 20 PSF - ROOF DEAD LOAD = 19 PSF TRUSS TOP CHORD LIVE LOAD = 20 PSF, TRUSS TOP CHORD DEAD LOAD = 14 PSF, TRUSS BOTTOM CHORD DEAD LOAD = 5 PSF, 2. WIND EXPOSURE (C),WIND DESIGN METHOD MWFRS PER ASCE CHAPTER 28 PART1 WIND IMPORTANCE FACTOR 1.00 WIND ZONE WIND SPEED (3 SEC GUST) 110 MPH NOMINAL DESIGN SPEED, EXTERNAL PRESSURE COEFFICIENT (FIG 28.4-1 ) INTERNAL PRESSURE COEFFICIENT.(TAB. 26.11-1 ) COMPONENTS AND CLADDING DESIGN ASCE Chapter 30 Part1 MINIMUM WIND DESIGN LOADS : ASCE Chapter 28.4.4 partl, WIND DESIGN ON PARAPETS: ASCE Chapter 28.4.2 3. SITE CLASS DEFINITION (D) OCUPANCY CATEGORY II 4. WIND PRESSURE ASCE 7-16 5. SEISMIC DESIGN CATEGORY (D) , COEFFICIENT Cs=0.15 6. SEISMIC Ss=1.533g S1=0.721g, R= 6.5 SDs=1.022 SD1=0.721 7. BASIC SEISMIC FORCE -RESISTING SYSTEM (V=CsW) DESIGN BASE SHEAR (V=0.23W) 8. ANALYSIS PROCEDURE USED CBC 2019 SECT 1603.1.5 PERMITS: ALL FIELD INSPECTORS SHALL DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE IN THE SPECIFIC CONSTRUCTION BEING INSPECTED. TEST AND INSPECTIONS: HOOKS AND BAR BENDING DETAILS SHALL CONFORM TO CBC 2019 AND ACI 315. INSTALLATION: A. AGGREGATES SHALL NOT CONTAIN REACTIVE SUBSTANCES IN AMOUNTS THAT ARE DETERMINED TO BE DELETERIOUS TO THE CONCRETE. B. AGGREGATE SIZES SHALL CONFORM TO THE SPECIFICATIONS. C. COARSE AGGREGATES SHALL CONSIST OF A CLEAN, HARD, FINE-GRAINED, SOUND CRUSHED GRANITE OR LIMESTONE, AND/ OR WASHED GRAVEL AND SHALL BE FREE OF OIL, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES AS LIMITED BY TABLE NO.3 ASTM C33. D. THE COARSE AGGREGATES SHALL NOT EXCEED 9.0 CUBIC FEET PER CUBIC YARD OF CONCRETE. ADMIXTURES: A. PROVIDE TEMPLATES TO MAINTAIN SPECIFIED LOCATION OF DOWELS. B. PROVIDE ACCESSORIES TO MAINTAIN VERTICAL WALL BARS IN PLACE DURING POURING, SINGLE CURTAIN VERTICAL BARS SHALL BE SECURED WITH 1/4 INCH OF THE SPECIFIED LOCATION. SUPPORT SPACING FOR VERTICAL BARS SHALL NOT EXCEED 100 BAR DIAMETERS. C. TIE ALL SUPPORTS, SPLICES AND ACCESSORIES. D. ALL BARS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF ANY CONCRETE. CONCRETE PROTECTION OF REINFORCING BARS: A. ALL CEMENT, AGGREGATE, REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE ARCHITECT UPON REQUEST. B. SEE SPECIFICATIONS FOR ADDITIONAL TEST AND/OR INSPECTION REQUIREMENTS. CODES: ASCE7-16, CBC 2019, AC1318-14, NDS 2018, A. ADMIXTURES SHALL BE APPROVED BY THE ARCHITECT AND THE ENFORCEMENT AGENCY. B. ADMIXTURES CONTAINING CHLORIDE IONS NOT PERMITTED. C. ADMIXTURES TO REDUCE WATER CONTENT AND SHRINKAGE ARE ENCOURAGED. D. PROVIDE CURING FOR ALL CONCRETE SLABS IN ACCORDANCE WITH ACI 301 SEC 2.1 SUBMIT PROPOSED CURING METHODS FOR APPROVAL BY ARCHITECT. MIX DESIGNS: A. CAST IN PLACE CAST AGAINST FORMED, EXPOSED #6 & LARGER #5 & SMALLER NOT EXPOSED (SLABS, WALLS, #14 & #11 & SMALLER BEAMS & COLUMNS CONCRETE, NON PRE -STRESSED: PERMANENTLY EXPOSED EARTH TO EARTH OR WEATHER: TO EARTH OR WEATHER: JOISTS ) : #18 MIN. COVER 3" 2" 1 1/2" 1 1/2" 1" 1 1/2" 2" S U 3 V I TTA L S 1 • SHOP DRAWINGS: PERMITS FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, ARE REQUIRED FOR THE CONSTRUCTION OF BUILDINGS, STRUCTURES, OR SCAFFOLDING HIGHER THAN THREE STORIES OR THIRTY SIX FEET, AND FOR TRENCHES OR EXCAVATION DEEPER THAN FIVE FEET INTO WHICH WORKERS ARE REQUIRED TO DESCEND COORDINATION: A. PROPORTIONS OF MATERIALS FOR CONCRETE SHALL BE ESTABLISHED BY AND CONFORM TO THE REQUIREMENTS OF CBC SECTION 2605 FOR PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/ OR TRIAL MIXTURES. CAST IN PLACE CONCRETE: A. SHOP DRAWINGS, CALCULATIONS, SAMPLES, ETC. FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW A MINIMUM OF 15 WORKING DAYS PRIOR TO FABRICATION OF WORKIT 1. CONCRETE MIX DESIGN SHALL BE STAMPED AND SIGNED BY TEST LAB'S PROFESSIONAL ENGINEER 2. REBAR 3. STRUCTURAL STEEL AND MISCELLANEOUS IRON. 4. STEEL STAIR FRAMING, RAILINGS, CONNECTIONS, AND EMBEDS SHALL BE STAMPED SIGNED BY STAIR MANUFACTURER'S PROFESSIONAL ENGINEER. 5. GLUED LAMINATED TIMBERS 6. TRUSS JOISTS 7. CONCRETE CURING METHODS 8. WELDING PROCEDURE SPECIFICATIONS B. SHOP DRAWING SUBMITTALS SHALL INCLUDE A MINIMUM OF ONE SET OF TRANSPARENCIES. C. REVIEW OF SHOP DRAWINGS DOES NOT CONSIDER CHANGES OR DEVIATIONS TO THE CONTRACT DOCUMENTS AND SHOULD NOT BE CONSTRUED AS APPROVAL OF ANY SUCH ITEM. IS THE DECLARED AND ACKNOWLEDGED INTENTION AND MEANING, THROUGH COORDINATION OF SPECIFICATIONS, DRAWINGS AND SCHEDULES TO PROVIDE AND SECURE THE CONTEMPLATED STRUCTURE, COMPLETE AND READY FOR USE, AND ALL ITEMS SHOWN OR CALLED FOR OR REASONABLY INFERRED BY INTENT SHALL BE INCLUDED WHETHER SPECIFICALLY SHOWN OR NOT. THE CONTRACTOR SHALL COORDINATE THE WORK OF THE VARIOUS TRADES AND CRAFTS TO AVOID POSSIBLE INTERFERENCES, DUPLICATION OF WORK, OR UNFINISHED GAPS AND CONFLICTS BETWEEN OPERATIONS. THE VARIOUS TRADES AND CRAFTS SHALL AGREE THAT, DUE TO FIELD CONDITIONS, MINOR DEPARTURES FROM THE DRAWINGS BOUND TO OCCUR, AND THAT SUCH DEPARTURES ARE SELF COMPENSATING SO FAR AS COST OF ADDITIONS OR DEDUCTIONS ARE CONCERNED. NO CLAIMS FOR EXTRAS WILL BE ALLOWED IN CONNECTION WITH SUCH MINOR CHANGES DUE SOLELY TO FIELD CONDITIONS. INSPECTION: A. CONCRETE (145 PCF STONE, U.O.N.) PSI (MIN) FOUNDATIONS 2500 SLABS ON GRADE 2500 PUMPED CONCRETE: CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE06/28/2021 BY 1 F. IF CONCRETE IS PLACED BY THE PUMP METHOD, SUPPORTS SHALL BE PROVIDED FOR THE HOSE. THE HOSE SHALL NOT BE ALLOWED TO CONTACT THE REINFORCING. THIS REQUIREMENT IS MANDATORY. DISCHARGE SHALL BE DIRECTED SO AS TO PREVENT DISPLACEMENT OF REINFORCING OR ACCESSORIES. LU V 3E & PLYWOOD ANY INSPECTION, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY. JOB SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. CERTIFIED FABRICATORS: 1. 2. 3. 4. 5. GRADE & SIZE 6. 7. 8. 9. 10. 11. 12. HOLES: ALL STRUCTURAL LUMBER SHALL BE S4S DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS NOTED OTHERWISE: STUDS, PLATES, AND BLOCKING STANDARD JOISTS AND PLANKS 2" TO 4" WIDE AND 6" AND DEEPER NO. 2 4X BEAMS, HEADERS, & STRINGERS NO. 1 BEAMS, HEADERS, & STRINGERS (6X AND LARGER) NO. 1 POSTS AND TIMBERS NO. 2 ALL LUMBER SHALL BE GRADE STAMPED BY AN APPROVED GRADING AGENCY. MOISTURE CONTENT: HOLES FOR BOLTS SHALL BE BORED NO MORE THAN 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. DRILL PILOT HOLES " 3 16SMALLER IN DIAMETER THAN LAG BOLTS. / CUTTING: FABRICATORS OF MANUFACTURED WOOD PRODUCTS, AND WELDED ASSEMBLIES OF ALL TYPES (INCLUDING STAIR AND HAND/GUARDRAILS) SHALL BE CERTIFIED IN ACCORDANCE WITH 2O10 IBC& 2019 CBCCODE SECTION 170.7 BEFORE COMMENCING WORK. IF THE FABRICATOR IS NOT REGISTERED IN THE JURISDICTION WHERE THE COMPONENTS ARE TO BE INSTALLED (RIVERSIDE COUNTY, CA) HE SHALL SUBMIT HIS CERTIFICATE FOR ANY OTHER JURISDICTION FOR REVIEW AND ACCEPTANCE BY THE ENGINEER PENDING CERTIFICATION BY THE GOVERNING AUTHORITY. WHERE THE SUPPLIER CANNOT SHOW COMPLIANCE WITH CRITERIA OF CBC 2019HE SHALL NOTIFY THE ENGINEER, THE CONTRACTOR MY PROPOSE TO SUPPLY SPECIAL INSPECTION AND TESTING IN LIEU OF CERTIFICATION. SUCH TESTING AND INSPECTION TO BE DONE BY THE OWNER'S REPRESENTATIVE BUT PAID FOR BY THE CONTRACTOR . THE CONTRACTOR SHALL INFORM THE OWNER AND THE ENGINEER OF HIS INTENTION TO UTILIZE NON- CERTIFIED FABRICATORS AS SOON AS POSSIBLE AFTER RECEIPT OF NOTICE TO PROCEED WITH THE PROJECT. EO U \ A T 0 \ S STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIALLY NOTED OR DETAILED, AND APPROVED IN WRITING BY THE ENGINEER. BLOCKING: 1 • 2. 3• 4. DESIGN: SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS AND AT 8'-0" 0.C. MAX. HARDWARE: SPREAD FOOTING WITH A.S.B.P. AT 1000 PSF (NET) FOUNDATION IS ASSUMED PER CBC CHAPTER 18 . FOOTINGS: MAXIMUM STORAGE CONTENT SHALL NOT EXCEED 19% MOISTURE UNLESS NOTED OTHERWISE. PLYWOOD: JOIST HANGERS AND OTHER CONNECTORS SHALL BE BY SIMPSON, SILVER OR EQUAL. NAILING: PLYWOOD SHOULD BE STRUCTURAL 1. OR CDX GRADE ( WITH EXTERIOR TYPE GLUE) AND SHALL CONFORM TO PS-1-09. EACH SHEET SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE A.P.A. ALL HORIZONTAL PLYWOOD SHALL HAVE ALL EDGES NAILED TO JOISTS, BLOCKS, NAILERS $ BEAMS. PRESSURE TREATED WOOD: BOTTOM OF ALL FOOTINGS SHALL EXTEND A MINIMUM OF 20 INCHES BELOW LOWEST ADJACENT FINISHED FLOOR OR FINAL GRADE AND 12" MIN. INTO UNDISTURBED NATURAL SOIL. NON -BEARING RETAINING WALL FOOTINGS SHALL BE EMBEDDED MIN. 24" BELOW LOWEST ADJACENT FINISH FLOOR OR FINAL GRADE. INSPECTIONS: SEE PLANS AND/OR SCHEDULES FOR NAILING OF VERTICAL AND HORIZONTAL SHEATHING (SHEAR PANELS AND DIAPHRAGMS). INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL BE NAILED AND INSPECTED PRIOR TO COVERING. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF USING TOE NAILS. PREDRILL FOR ALL NAILS 20d AND LARGER. NAILING SHALL BE IN ACCORDANCE WITH DETAILS AND NOTES. WHERE NOT OTHERWISE NOTE. ALL NAILS SHALL CONFORM IN DIAMETER (WIRE GAUGE) AND PENETRATION TO THE MINIMUM FOR "COMMON" NAILS AS SHOWN BY THE LOWER HALF OF TABLE 2304.10.1 CBC CODE. NO "BOX" NAILS SHALL BE PERMITTED IN THIS JOB. SILL PLATES: INTERIOR NON -BEARING WALLS ONLY GLUED LA V I \ A TE D TI V E 1. 2. 3. MATERIALS: ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR AND CONFORM TO C.B.C. STANDARD 25-12. ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LEST THAN 8 TO THE EXPOSED GROUND SHALL BE PRESSURE TREATED OR NATURALLY DURABLE TO DECAY (CRC R317.1.) FIELD -CUTTING ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4 (CRC R317.1.1) BOLTS: THE SOILS ENGINEER OR HIS REPRESENTATIVE SHALL INSPECT ALL WORK PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE AND SHALL PROVIDE THE GOVERNING AGENCY WRITTEN VERIFICATION THAT EXPOSED BEARING CONDITIONS ARE IN CONFORMANCE WITH THE RECOMMENDATIONS GIVEN IN THE SOILS REPORT PRIOR TO INSPECTION BY THE GOVERNING AGENCY, RETAINING WALLS: MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH COMMERCIAL STANDARD CS 253 "STRUCTURAL GLUED LAMINATED TIMBER" MATERIALS: GLUED LAMINATED BEAMS SHALL BE COMBINATION 16 F V6 OF ARCHITECTURAL APPEARANCE GRADE WHERE EXPOSED, AND INDUSTRIAL GRADE WHERE NOT EXPOSED, AND INDUSTRIAL GRADE WHERE NOT EXPOSED. EXTERIOR GLUE SHALL BE PROVIDED. MATERIALS: PROVIDE SHORING OF ALL RETAINING WALLS UNTIL PERMANENT SUPPORT IS IN PLACE. PROVIDE WATERPROOFING & BACK FILL DRAIN SYSTEM PER SOILS REPORT FOR ALL SUB GRADE RETAINING WALLS. SILL PLATES OF ALL INTERIOR STUD WALLS SHALL BE ANCHORED WITH 7/32" D 3 1/4" PINS © 24" 0.C. MAX, UNLESS OTHERWISE NOTED. SILL PLATES: STRUCTURAL WALLS ONLY ALL BOLTS BEARINGS ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. ALL BOLTS SHALL BE RETIGHTENED PRIOR TO APPLICATION OF PLYWOOD, PLASTER, ETC. ALL STRUCTURAL WALL (EXTERIOR AND INTERIOR BEARING WALLS) REQUIRE THE " DIAM ANCHOR BOLTS . 2 PER WALLS MIN AND NO MORE THEN 12" MAX AND 4" MIN FROM AND OF SILL PLATE AND DEPENDING ON SHEAR WALL LOAD MULTIPLE MORE ANCHOR BOLTS TO BE USED SPLICE: THE GLUED LAMINATED BEAMS SHALL BE FURNISHED BY A LICENSED FABRICATOR SPECIALIZING IN THIS TYPE OF WORK. THE FABRICATOR SHALL SUBMIT COMPLETE SHOP DRAWINGS AND HIS CERTIFICATION AS AN APPROVED FABRICATOR TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. LAP ALL PLATE SPLICES NOT LESS THAN 4'-0". Archtechrre coup, Inc. STRUCTURAL DESIGN GLS ARCHITECTURE GROUP, INC. CHARLESD. GARLAND AFRHITECT 74-991 Joni Dr. # 9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Tel. E-MAIL: gls@glsarchitecture.com THIS DRAWING IS A COPYRIGHTED INSTRUMENT OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. IT IS THE PROPERTY OF CHARLES D. GARLAND, ARCHITECT. IT WAS PREPARED FOR THE EXCLUSIVE USE OF THE OWNER(S) IDENTIFIED ON THE DRAWING AND SHALL BE USED AT THE EXCLUSIVE PROJECT SITE(S) INDICATED IN THE DRAWINGS. THE DESIGN, AS REPRESENTED IN THE DRAWING, SHALL ONLY BE CONSIDERED. USED, SUBMITTED OR OTHERWISE REVIEWED SOLELY AS RESTRICTED AND CONFIDENTIAL DISCLOSURE OF INFORMATION FOR THE OWNER(S) TO BU USED TO CAUSE THE PROJECT TO BE APPROVED, BID, CONSTRUCTED AND/OR OCCUPIED. SHEET TITLE: STRUCTURAL NOTES E.C. 06/04/21 AS NOTED SH ET To Building Dept. Submittal 06/04/21 N O TES CO N TRACTO R RESPO N SI BI LI TY 1. ALL STEM WALLS TO BE 8" WIDE (U.O.N) & SHALL HAVE THE SAME FINISH FLOOR ELEVATION AS MAIN FLOOR. 2. PROVIDE TERMITE TREATMENT OF SOILS PRIOR TO POURING CONCRETE. THE CONTRACTOR RESPONSIBLE FOR CONSTRUCTION OF THE LATERAL FORCE RESISTING ELEMENTS (SHEAR WALLS & DIAPHRAGMS) SHALL (PER CBC 1706): 3. COMPRESIVE STRENGTH 2,500 PSI. MIN. AT 28 DAYS READY MIX CONCRETE: ASTM i r r i r 1706.1 CONTRACTOR RESPONSIBILITY. EACH J J1 Archtecture Croup, Inc, C94. U U CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -OR -1 SEISMIC -FORCE -RESISTING SYSTEM. DESIGNATED 4. ALL COLUMN BASES, COLUMN BOLTING, HOLDOWN STRAPS AND HOLDOWN BOLTS, SEISMIC SYSTEM OR A WIND- OR A WIND- OR STRUCTURAL DESIGN GLS ARCHITECTURE GROUP, INC. SEISMIC -RESISTING COMPONENT LISTED IN THE l �J I CRITICAL TO THE STRUCTURAL INTEGRITY OF THE BUILDING, SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES PRIOR TO FOUNDATION INSPECTION. 5. PROVIDE MINIMUM 26 GAUGE GALVANIZED WEEP SCREED AT FOUNDATION PLATE STATEMENT FIORESPONSIBILITY NTE THEP BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S -_ `\ `‘ `I _1 - r N rr - CHARLESD. GARLAND AFCHITECT 74-991 Joni Dr. #9 Palm Desert, CA92260 (760)340.3528Tel. LINE. 2019 CBC CHAPTER 2512 WEEP SCREED SHALL BE A MINIMUM OF 4"ABOVE » ADJACENT GRADE AND 2 ABOVE ADJACENT FLATWORK. STATEMENT OF RESPONSIBILITY SHALL CONTAIN 1. ACKNOWLEDGMENT OF AWARNENESS OF THE THE FOLLOWING: 9, /� / / �,- (760) 340.3728 Tel. EMAIL: gls@glsarchitecture.com THISFEDBYTHESALIFORNIIA ADDINBTRATVETODE IT IS EB RAWING F E DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. IT IS THE SPECIAL REQUIREMENTS CONTAINED IN THE PROPERTY OF CHARLES D. GARLAND, ARCHITECT. IT WAS 6. NON -REMOVABLE BACKFLOW PREVENTION DEVICES ARE REQUIRED ON ALL HOSE BIBS. (CPC 603) STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXISTING CONCRETE SLA5 C B PREPARED FOR THE EXCLUSIVE USE OF THE°WNER(S) IDENTIFIED THE EXCLUSIVE PROJECT ON THE DRAWING INTHEND DRAWINL BE GS SITES) INDICATED THE DRAWINGS. EXERCISED TO OBTAIN CONFORMANCE WITH THE THE DESIGN, AS REPRESENTED IN THE DRAWING, SHALL ONLY BE CONSIDERED USED SUBMITTED OR OTHERWISE REVIEWED SOLELY AND CONFIDENTIALDISLOSUREO AS RESTRICTEDANDCONFIDENTIALDISCLOSUREDFINFORMATI°" 7. ALL SILL BOLTING SHALL BE 5/8" 0" A.B. (48" 0.C.) (MAX) (U.N.0.) THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3. PROCEDURES FOR EXERCISING CONTROL _ ---, AS ROTRICTE FORTHE OWNER(S) TO BU USED TO CAUSE THE PROJECT TO BE �- WITHIN THE CONTRACTOR'S ORGANIZATION, --, -m �--� ) -_ 8. ALL ANCHOR BLTS SHALL HAVE 0.229 X 3" X 3" PL WASHER INSTALLED BETWEEN O D ANDOF \UENCY \�\� oo __ -_ -�`.\ _ n�` ARCy, WOOD & AB. NUT (2019 CBC CHAPTER 2308. CRC 403.1.6.1) REPORTINGTHE AND THE DCISTRIBUTION OF THE / '�// /.' _ USED 1, `\ \\ �`. REPORTS; AND 4. INDENTIFICATION AND QUALIFICATIONS OF / `,/ / �\I/' ,'� �' \� �� '- --1 � ��s 4 0 �' `90 9. 2 - ANCH. BOLT/ FASTENER MIN. PER SILL PL. MEMBER. EXIST/ A. CONCRETE SLR -`- UQQ THE PERSON(S) EXERCISING SUCH CONTROL .�. 1 I v �� I * No. C11991 * AND THEIR POSITION(S) IN THE I I J l 10. DEFORMED REINF, SHALL BE ASTM A615, A616, A617. i I li i I I j N ORGANIZATION. r 1 y fi r 10ExP' i r i DATE L \ r / J 9� F 11. ALL HARDWARE PERTAINING MUSTBE IN PLACE. p I �o \, �O� �� 11- or co_ pe 12. PROVIDE TREATED SILL PLATE OR VAPOR BARRIER UNDER ALL COLUMNS PER BLDG. .,__ `\ qP--' ,/' DEPT. SPECIAL N OTE �',,__ ,''�l 13. HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. ' ''1- I I SECTION HOLD DOWN SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING OF THE 2018 NDS SDPWS � �� ',T,-' o o �.,Dw;'' WALL FRAMING ( 2019 CBC CHAPTER 23) TABLE 4.3A, FOR WALLSr o ( l�J o '`,' TABLE 4.2.A FLOOR 8c ROOF - I'-' 06 04 21 14. THE SOIL CLASSIFICATION,WHETHER OR NOT THE SOIL IS EXPANSIVE END NOTE THE in. ALLOWABLE ALLOWABLE BEARING VALUE ON PLANS PER TABLE 18-I-A & B SECTION 106.3.3 L 15. NOTICE: NO INSPECTIONS, OTHER THAN FOUNDATION WILL BE MADE UNTIL TRUSS SPECI AL I N SPECTI O N `, , ,-_ O --_, r ,v \\ 71 �' 11 .`\ , PLANS ARE SUBMITTED AND APPROVED BY THE BUILDING DEPARMENT. 16. TRUSS PLANS SHALL BE APPROVED BY THE ENGINEER/ARCHITECT OF RECORD EPDXY AL INSPECTION QUIHEDD FOR ALL 1 '-XISfiING CONCRETE o\ \\ , EPDXIY ANCHORS DOWE / / I I I \ st 1 n",� 17. POWER DRIVER PINS HILTI X-ZF 47P8S23 ICC-ES-ESER 2379 1 - I 1 ,/ CORROSION PROTECTION IN ,- cc FASTENERS FOR ' _, '_ 18. NAIL AND OTHER FASTENERS IN PRESSURE TREATED SILL PLATE SHALL BE ZINC s \ ,�--- PRESSURE -PRESERVATIVE TREATED ,a \ 1 1 1 O CO COATED HOT DIPPED GALVANIZED AS SPECIFIED 2019 CBC CHAPTER 2304.10.5.1 _ I WOOD SHALL BE OF HOT -DIPPED �`. �, ) GALVANIZED STEEL P. ,%<� /'J C �\ F ,'� Ili 19. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. i . �� \ , x , / \ THE GRADE SHALL FALL A MIN OF 6 WITHIN THE FIRST 10 FT - .. `�\ `�\ `,\ __ y I r r I Z 2 �,� �,� 1 g _� �� 20. 8 MIN DISTANCE FROM GRADE TO WOOD SILL FRAMING AND SHEATHING ( CRC317.1) 24"50X12"THK P 4#4 E.A.NAY '�J�� • • - AX6 / / /,' `,\ \`�I /,/ `,\ \ 21. 5/8 DIAMETER IMBEDDED 7 MIN AT 6 0.C. MAX SPACING (CRC R 403.1.6) 2019 `. \� 5D1 1 /� �� \ ,. 4 �� ' ,/ L'� 1 - w CBC 2308.E ��, x \`\ -r, a e( 4 i'// 1 // 1 `i ` ��6 1 �� / I / 24" S�Gg 12" THK - ` r I � , ,,' A#4r2, NAY i - -� g / I I 16 u -F - -- r _�: / - i - SDI 0 - - - SDI SH EAR WALL CONSTRUCTION N O TES -IM 1. 3"X3"X0.229" PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL ANCHOR BOLT NUTS AND THE WOOD SILL. \ `.\ O _,\\ 1 Z ) )n MI \- \\`�\ 1\\\ \\`� 2. SEE ANCHOR BOLT CALCULATIONS FOLLOWING THESE NOTES IN THE CALCULATIONS. \\\ 1 � a I /,/ \I 3 4,-, \\ SDI 1 �/ _- 3. EDGE NAILING AT ABUTTING PANEL EDGES FOR WALLS LOADED IN EXCESS OF 350 plf SHALL BE APPLIED . SDl r�_J a1) TO 3x OR WIDER STUDS. = - - -- _2 4 � -1U N 4. APPLYING EQUAL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES OF A SHEAR WALL AND WITH �'-°I° a6--�, ' 1 ,,--aa `\ MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBLE THE LOAD CAPACITY OF WALLS HAVING THE SAME PANELS AND NAILING APPLIED TO ONLY ONE FACE. �/' F \ ,' /\ _ 1 / \\\` _ / \ ei)10 -L a° • 5. STRUCTURAL WALL PANEL SHEAR WALLS WITH PANELS APPLIED TO BOTH FACES AND WITH EDGE NAILING L J SDI HDU2 16 [ LESS THAN 6"O.C. SHALL HAVE ABUTTING PANEL EDGES FOR ONE SIDE OFFSET ONE STUD SPACE FROM THE SDI1 O 4 OTHER SIDE ( NOTE No. 3 ALSO APPLIES) 1 6. ALL SHEAR WALLS HAVING A LOAD CARRYING CAPACITY IN EXCESS OF 350 SHALL BE PROVIDED WITH 3x \. plf \\ 1 •'IM MI P.T.D.F. SILL PLATES AND 12" LONG ANCHOR BOLTS OF THE DIAMETER PROSCRIBED FOR THAT WALL CONSTRUCTION TYPE ( ALL ANCHOR BOLTS SHALL BE SET 7" INTO CONCRETE) J EXISTING GONG ET?-505 ] � I g�� L 7. WHERE THE CONTRACTOR DESIRES TO CONSTRUCT THE SLAB -ON -GRADE AND THE FOOTINGS AND FOUNDATION IN A TWO POUR SYSTEM, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM LENGTH OF 14", SETTING , 1 \� I of / 1 �I 1 11 0 1 THEM A MINIMUM OF 4" INTO THE TOP OF THE FOUNDATIONS BEFORE POURING THE SLAB. 8. ALL ANCHOR BOLTING, HOLDOWN BOLTS OR STRAPS AND OTHER FORMS OF CONCRETE INSERTS SHALL BE s.7 ;- _. . .- - / _-' . 2 SECURELY HELD IN PLACE WITH JIGS OR OTHER SUCH DEVISES PRIOR TO REQUESTING FOUNDATION ,' n' a INSPECTION, DURING INSPECTION AND DURING ACTUAL POURING OF CONCRETE. p i p 9. ALL BOLTS AND TS BROUGHT TO "SLAB CITY OF LA QUINTA10 a HDUf 16 SDI 1 AFTERALL THEBE CONCRETE HASUMB MECHANICALR HARDENEDE HATCRETE RESULTS IN STRAIGHTENING OFOWN BOLTS EDGE BUILDING DIVISION S I JE 10 J `� STRUCTURAL DESIGNER OF RECORD AS HE DEEMS NECESSARY, IT'S REMOVAL AND REPOURING OF THAT PORTION OF THE CONCRETE. 1 - SPECIAL N O TES _ SDI I 1 1 _ _ L L i 4 CODE ❑ �. ,� 1 �. i O L I 1 16 10. HOLDOWN STRAP HOOKS SHALL BE STABLIZED DURING THE CONCRETE POUR IN ORDER TO ENSURE THEY COMPLIANCE _ SPECIAL NOTE: ADDITION, REMODELING AND/OR RENOVATION PROJECTS REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTION. S3 DI I I of SDI % g�-0�� SDl `_ - ] J 2 u �` 06/28/2021 [ - THE OWNER OR HIS GENERAL CONTRACTOR FOR ANY ADDITION, REMODEL `'` SDI i ' 11. ATTACHMENT OF A 3x SILLPLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF SIMPSON DATE BY 1 _ / • / I 10 AND/OR RENOVATION PROJECT SHALL CAUSE THE EXISTING STRUCTURAL L F 1 / I 0 SDS 25412 WOOD SCREWS AT 3" o/c. 1 SDI __ _ -? _ ____ _ _` ` -- �� , I~ ' SYSTEM(S) TO BE FULLY EXPOSED TO SUCH AN EXTENT THAT THE STRUCTURAL g 2 12. ATTACHMENT OF A 2x SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF 16d @ SPACING I m 1 L SD1 DU2 1 1 1\ - INDICATED AT THE SHEAR WALL TABULATION. DESIGNER CAN PROPERLY AND FULLY OBSERVE AND ASCERTAIN ALL 5 / '\ HDU �\\ SDI PERTINANT EXISTING STRUCTURAL ISSUES FOR THE PURPOSE OF DEVELOPING ' 1 SDI 1 0 \ ,/ i g 1\ ��, ♦ SUFFICIENT CONSTRUCTION DOCUMENTS FOR THE PROJECT. Q ---+If --J o o o° \`, _ SH EAR WALL CO N STRU CTI 0 N sp'_--_ - ___- e, o Q `�,__ ; ANY UNCOVERED STRUCTURAL SYSTEM AND/OR MATERIAL THAT WAS tm - F N INSUFFICIENTLY EXPOSED OR IDENTIFIED DURING CONSTRUCTION DOCUMENT ,----J q 18 2 1/2" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD NAILS-'' PREPARATION OR AFTER APPROVAL OF THE STRUCTURAL CONSTRUCTION 1\ co r 4'6" 9 (1 1/4" x 0.120" 0 w/3/8" HEADS) OR 5d COOLER NAILS AT 7' 0.C. 4 10 DOCUMENTS FOR ISSUANCE OF A BUILDING PERMIT HAS OCCURRED AND \. 51D1 3 I SDI \`` 5 MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 5/8" 0 x12" LONG ANCHOR BOLTS ( w/3"x3"x1/4" THINK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 6'-0" 0.C. MAX., - * 1 AND THEN BEING EITHER PRIOR TO OR AFTER START OF CONSTRUCTION, HDU2 SDI _ - Og SDI (ALLOWABLE LOAD: 75 plf- PER 2019 CBC TABLE 2306.3(3) E DETERMINED BY THE STRUCTURAL DESIGNER TO ADVERSELY AFFECT THE -- I 10 STRUCTURAL INTEGRITY OF THE TOTAL STRUCTURE (EXISTING AND NEW WORK 4 7/8" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD, t gpl HDU2 COMBINED) OR THAT REQUIRES ADDITIONAL WORK TO PROPERLY SDl - 9 CO SILL AND PLATE @ 6" 0.C. MAX. w/No. 11x1 1/2" GALVANIZED NAILS WITH 7/16" 0 HEADS OR 10'-0" DI S'16 ATTACHED W/ No. 16 GAUGE STAPLES HAVING 7/8' LONG LEGS. ANCHOR 0 12" LONG ANCHOR ENCORPORATE INTO THE TOTAL STRUCTURAL SYSTEM SHALL CAUSE THE 5 1 5 w/5/8" x > 16 SDI sp' BOLTS ( w3"x3"x1/4" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) @ 48" O.C. MAX. SDI 10' -0' SDI STRUCTURAL DESIGNER OF RECORD TO PROVIDE ADDITIONAL WORK AT THE I �i1 SDI V le (ALLOWABLE LOAD: 180 plf- PER 2019 CBC TABLE 2306.3(3) 2 �, o EXPENSE OF THE OWNER TO RESOLVE THE SITUATION. 01 _� I o B THE NEXT THREE (3) SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING THE ADDITIONAL WORK SHALL BE DEEMED TO BE PERFORMED, OVER AND , IDENTICAL STRUCTURAL WOOD PANEL DIAPHRAGM: (1 > > & 3 > ONLY) - I ,2 ABOVE THE BASIC SERVICES AGREED TO BY THE OWNER AND THE STRUCTURAL 1 SHEET TITLE: 3/8" C-D EXPOSURE I APA PLYWOOD OR 3/8" ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS, w/ THE LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE / / 3 DESIGNER. AN EXTRA SERVICES FEE SHALL THEN BE AGREED TO BETWEEN 1 N 4 c I\ STUDS, ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED ./ SDl THE OWNER AND STRUCTURAL DESIGNER AFTER WHICH, REVISED FOUNDATION AND ANCHORED AS FALLOWS: 91"'' 8d COMMON NAILS @ 6" O.C. AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" O.C. AT ALL FIELDS. CONSTRUCTION DOCUMENTS SHALL BE PREPARED AND BE SUBJECT TO REVIEW I PLAN ANCHOR WITH 5/8" 0 BY 12" LONG ANCHOR BOLTS AT 48" 0.C. BY THE BUILDING AUTHORITY IF SO REQUIRED . EXISTING CONCRETE BEMs 1 (ALLOWABLE LOAD: 260pIf - PER 2018 NDS SDPWS TABLE CONSTRUCTION THAT PROCEEDS AFTER UNCOVERED WORK HAS BEEN HDU2 CONSTRUCTION NOTE(S) 1&2 APPLY (NOTES 3,4,5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) _3 2,500 PSI CONCRETE REVEALED BUT GOING UNREPORTED TO THE OWNER OR STRUCTURAL 8d COMMON NAILS @ 4" 0.C. AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0.C. AT ALL FIELDS. 2,500 PSI CONCRETE TYPE II PORTLAND CEMENT WITH WATER DESIGNER SHALL CAUSE THE STRUCTURAL DESIGNER TO REEVALUATE THE DRAWN E.C. ANCHOR WITH 5/8" 0 BY 12" LONG ANCHOR BOLTS AT 32" O.C. STRUCTURAL DESIGN IN LIGHT OF THE UNCOVERED WORK AND THEN PREPARE CHECKED 2 (ALLOWABLE LOAD: 380 PER 2018 NDS SDPWS TABLE) /CEMENT RATIO OF 0.60 (BY WEIGHT) SHOULD BE USED FOR plf- CONSTRUCTION NOTE(S) 1&2 APPLY (NOTES 3,4,5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) PROVIDE SPECIAL INSPECTION FOR SHEAR WALL CONSTRUCTION (CBC SECTION 1707-NAILING, SHEAR CONCRETE PLACED IN CANTACT WITH NATIVE SOIL ON THIS PROJECT .( SITE WORK INCLUDING STREETS, SIDEWALKS, DRIVEWAYS, ADDITIONAL OR REMEDIAL CONSTRUCTION DOCUMENTS AND DIRECTIONS AS NEEDED WHICH SHALL BE AT THE GENERAL CONTRACTOR'S EXPENSE FOR THE DATE 06/04/21 TRANSFER DETAILING AND ANCHORAGE) PATIOS, AND ATHER WALL FOUNDATION ) EXTRA SERVICES. I J SCALE , AS NOTED 8d COMMON NAILS @ 3" 0.C. AT ALL PANEL EDGES AND 8d COMMON NAILS @ 12" 0.C. AT ALL FIELDS. S ANCHOR WITH 3/4" 0 BY 12" LONG ANCHOR BOLTS AT 24" 0.C. J O B NO. (ALLOWABLE LOAD: 490 plf- PER 2018 NDS SDPWS TABLE ) CONSTRUCTION NOTE(S) 1,2,3 & 6 APPLY (NOTES 4 & 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) CO N TRACTO R SPECI AL N OTES In structural panel shear walls 3, 4, foundation sill plates and all framing members FOUNDATION PLAN REINFORCING NOTE SHEET receiving edge nailing from abutting panels shall not be less than a singre 3' nominal member SPECIAL N OTE SHEAR WALL LENGHT IN FEET CONTRACTOR IS RESPONSIBLE AND SHALL NOTIFY ENGINEER OF SCALE: 1/ 4= 1'-0" 4'-0" r SHEAR WALL CONSTRUCTION TYPE AS SPECIFIED ABOVE REINFORCING STEEL OR STRUCTURAL FRAMEWORK OF ANY PART OF ANY BUILDING STRUCTUF SHALL NOT BE COVERED OR CONCEALED SURFACE WATER WILL DRAIN AWAY FROM BUILDING AND SHOW DRAINAGE RECORD IF NEW OPENINGS ARE LOCATED ON THE EXISTING SHEAR 1 WITHOUT FIRST OBTAININg THE APPROVAL OF THE ENFORCING PATTERN. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FT PANELS AND E.O.R. SHALL REVISE THE DESIGN AND SUBMIT TO CITY GENE -AL GONTZAGTOz 6I-FALL VISIT THE JOF) SITE S 1 B REFERENCE TO SHEAR WALL LINE IN CALCULATIONS (A,B,C,D, ETC.) AGENCY R109.1 SECCTION R401.3 OF LA QUINTA- BUILDING DEPARTMENT FOR REVIEW AND APPROVAL AND VERIFY ALL EXISTING CONDITIONS To Building Dept. Submittal 06/04/21 NAILING SCHEDULLE TABLE 2304.10.1 CBC 2019 �- CONNECTIONFasteners NAILING specified colored using manufacturer's brands that 1.- JOIST TO SILL OR GIRDER, TOENAIL 3-8d utilize the color coded system. Follow all 2.- BRIDGING TO JOIST, TOENAIL EACH END 2-8d code and manufacturer's requirements/ recommendations for installation & handling 3.- 1"X6" (25mmx152mm) SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d of the products. 4.- WIDER THAN 1"X6" (25mm x 152mm) SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d COLOR CHART FOR RAL NAILS TYPE FTRUCT SIZE & IO5.- 2" (51 mm) SUBFLOOR TO JOIST OR GIRDER, BIND AND FACE NAIL 2-16d FASTENER DIAMETER COLORS I O) CoD O) ArchLecture Group, Inc, �O) 6.- SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE MAIL 16d at 16" (406 mm) o.c. 8d Cooler 2 3/8 X .113 YELLOW SOLE PLATE TO JOIST OR BLOCKING, AT BACEED WALLS PANELS 3-16d PER 16" (406 mm) gd Common 2 1/2 X BLUE STRUCTURAL DESIGN .131 7.- TOP PLATE TO STUD, END NAIL 2-16d GLS ARCHITECTURE GROUP, INC. _ _ _ _ _ 8.- STUD TO SOLE PLATE 4-8d, TOENAIL OR 2-16d, END NAIL 16d Short 3 1/4 X .131 BLACK -� _,\ _ 1 1 _ CHARLES D. GARLAND 9.- DOUBLE STUDS, FACE NAIL 16d at 24" (610 mm) o.c. 10d Common 3 X 0.148 PURPLE ' <' , I 1 1 AFC H ITECT 74-991 Joni Dr. #9 10.- DOUBLED TOP PLATES, TYPICAL FACE NAIL 16d at 24"(406 mm)Sly o.c. 11 Palm Desert, CA92260 (760) 340.3528 Tel. DOUBLE TOP PLATE, LAP SPLICE 8-16d 12d Common (16d Sinker) 3 1/4 X .148 GREEN F 00 r 9r /' -- (760) 340.3728 Tel. _ - E-MAIL: gls@glsarchitecture.com 11.- BLOCKING BETWEEN JOIST OR RAFTERS TO TOP PLATE, TOENAIL 3-8d 16d Common 3 1/2X .162 ORANGE �� - j DEFINEDBITHECALIFORNIA"ADMINISTRATIVECODEITSTHEs -\ I PROPERTY OF CHARLES D. GARLAND, ARCHITECT. IT WAS 12.- RIM JOIST TO TOP PLATE, TOENAIL 8d at 6" (152 mm) O.C. SINKER COMMON +\C9 PREPARED FOR THE EXCLUSIVE USE OF THE OWNER(S) IDENTIFIED ON THE DRAWING AND SHALL BE USED AT THE EXCLUSIVE PROJECT SITE(S) INDICATED IN THE DRAWINGS. 13.- TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d 16d 10d 8d 0.148 0.12 0.113 0.162 16d 10d 8d 0.148 0.131 THE DESIGN AS REPRESENTED IN THE DRAWING SHALL ONLY BE CONSIDERED, USED, SUBMITTED OR OTHERWISE REVIEWED SOLELY 14.- CONTINUOS HEADER, TWO PIECES 16d at 16" (406 mm) o.c. ALONG EACH EDGE W 1-.1 AS RESTRICTED AND CONFIDENTIAL DISCLOSURE OF INFORMATION APPROVED, BD, CONSOTRUCTED AND/OROCCUPIED JECTT°BE _ 15.- CEILING JOIST TO PLTE, TOENAIL 3-8d - _ - - - - - 16.- CONTINUOS HEADER TO STUD, TOENAIL 4-8d L= 3 L= 2 L= 2 L= 3 N . m�� n1 f OO ARcy , 7' �,m - _� SED 17.- CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-16d \�\\ \,\ // i\ ,\\ D •. /�/ \ / �,/ _ �r_ _ ` �S �q9 18.- CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-16d 11/ \1 / - ,-- -LS I CI 92 11 - s sQQ �__� I �� 1 I c.) o No. C11991 19.- RAFTER TO PLATE, TOENAIL 3-8d I �i * _ 11 I I j U 20.- 1" (25mm 203mm) BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d i 1 10E 31 / 2021 Q x - P. DATE 21.- 1" X 8" (25mm x 203 mm) SHEATING OR LESS TO EACH BEARING, FACE NAIL 2-8d [ 11 I - , I V V ` \�G I' F 1 I ^ ��j� �O \ / Ivy + Or C A o. 22.- WIDER THAN 1"x 8" (25mm x 203mm) SHEATING TO EACH BEARING, FACE NAIL 3-8d ,, __ 1 1 i 1 �` 23.- BUILT-UP CORNERS STUDS 16d at 24" (610 mm) o.c V ♦ _ \.'". °° 1\� I ---'t- I 20d 32" AT TOP AND BOTTOM AND STAGGERED 2-20d AT ENDS AND AT EACH SPLICE ��` i . �� 24.- BUILT-UP GIRDERS AND BEAMS at (813 mm) o.c. �. I 1 - �„ �O 25.- 2" (51mm) PLANKS 2-16d AT EACH BEARING 1 c " F I __ G l0 r-i 26.- WOOD STRUCTURAL PANELS AND PARTICLEBOARD: (2) 1 _ F',DW;'A FRAM I N G N 0 TES �r,0 / D \TC,' o o �L \�� SUBFLOOR AND WALL SHEATING (TO FRAMING): - ,+ e% •\�� a _ �x 1. LUMBER FOR FRAMING SHALL BE AS FOLLOWS -r 1/2" (12.7 mm) AND LESS 6d (3) A) HEADERS.- #1 D.F. OR MICRO LAMS BY TRUSSJOIST-MC MILLAN. I T 06 04 21 B) BEAMS.- #1 D.F. OR MICRO LAMS BY TRUSSJOIST-MC MILLAN. -T 19/32" 3/4" (15mm-19mm) 8d (4) or 6d (5) C) ROOF JOIST (TJI's).- BY TRUSSJOIST-MC MILLAN. i= I I _ _, -, D) ROOF TRUSSES.- AS PER PLAN. E) STUDS.- ST'D GRADE KILN DRIED DOUGLAS FIR. 1 \\\ L J 7/8"-1" (22mm-25mm) 8d (3) O i - - I-F) 1 1/8"-1 1/4 (29mm-32mm)10d (4)or 8d (5)G)SILL / / TOP PLATES,RIBBONS,LEDGERS.- No. 2 DOUGLAS FIR -GREEN. PLATES.- TREATED DOUGLAS FIR. �, I r �� i� L C/ H) LATTICE LUMBER.- No. 2 R.S. - I _-` -'- _ - - 1 -L T��' /, COMBINATION SUBFLOOR-UNDERLAYMENT (TO FRAMING): 2. CONCRETE SHALL BE 2,500 PSI., 28 DAY STRENGTH. L Gj - ?� I \• ' 3/4" AND LESS 6d 3. FRAMING HARDWARE SHALL BE SIMPSON- STRONG TIE. •�� \\ /__• (19 mm) (5) GOB _ • 4. TRUSS BE PER MFR. APPROVED PLANS. ' ' Gj r 1 I I I� mm-25 mm) 1� -L� 1 a-L J ,� \I 5. ROOF SHEATHING SHALL BE CDX PLYWOOD GRADE MARKED BY APA W/ SPAN INDEX 32/16 - pI S �r +1 �� 1 �' j 1 1/8"-1 1/4" (29 mm-32 mm) 10d (4) or 8d (5) OR COMPARABLE 2-M-W PARTICLE BOARD. G)_Ls \�„ - 1 DO27.- PANEL SIDING (TO FRAMING): (2) 6. STRUCTURAL & MISC. STEEL AS REQ. SHALL BE A-36 GRADE. O -7 I 1 i 1 G �G �� - 7. DEFORMED REINFORCING SHALL BE ASTM A 615, A 616, A 617. , \ I (\\ �' (12.7mm) OR LESS 6d (6) G I ITT 5 --- _1/2" v�;8. BOLTS, LAG BOLTS, ETC. SHALL BE COMMON GRADE. �� .+ _t r-� IO5/8" (16mm) 8d (6) 5 s = F'1 </} -_ _\ I �,r_9. ALL BOLTS & LAG BOLTS CONNECTIONS IN WOOD SHALL HAVE ST'D CUT WASHERS INSTALLED - - ^ - \ �L I BETWEEN BOLT HEADS &NUTS &SURFACE OF WOOD. `\\//', _• �__ ��CI\ �Y\ /� ,-i Ili 28.- FIBERBOARD SHEATHING: (7) 1 I E X I ST I N G I a - r , - - -� -r -� `` 10. LAG BOLTS SHALL BE PROVIDED WITH PILOT HOLE 3/16"SMALLER THAN LAG SHANK i BEAM• I 1 - / ,' 1/2" (12.7 mm) No. 11 GA. (8) DIAMETER. MACHINE BOLTS SHALL BE PROVIDED WITH HOLES 1/16"LARGER IN DIAMETER. \ ,/`� •_ �- / XISTI N G `• \� (( - �1 +� II /' 1 I OC /' I �x\ 2 if EAM Z a (4) ' ' I rieM Adt;:,, i \ / i i \ Q-- / 1 - _, 1 \ / 1 I / 1 / �. 1 G\ /6d No. 16 GA (9) :•• L I i�� C, i( Imo' I I \\ I�� / \ 1 O / �/ - I I+\1 ♦\\ 1 L J 0 No. 11 GA (8) I 301 \\ CO N TRACTO R RESPO N SI BI LI TY ST 4X6 /// i,' ` _,\ 25 32" (20 mm)8d (4).. 4 \�� \\\\ I. \'. / �� No. 16 GA (9) 1 1 4 1 / I THE CONTRACTOR RESPONSIBLE FOR `._ 1 /// , 1 29.- INTERIOR PANELING: (7) CONSTRUCTION OF THE LATERAL FORCE _''- /x\ 1 6 X 2# __�'01 I _ EXISTIN G 4 RESISTING ELEMENTS (SHEAR WALLS & 1 i _:�._._. ; BEAM_._._._.___ - 1/4" (6.4 mm) 4d (10) // / �,/�� \ SDI ._._._ • �- DIAPHRAGMS) SHALL (PER CBC 1706): / I , 1 1 _ 3 30 POS 4X6 M= - - J Flii 3/8" (9.5 mm) 6d (11) _ _ 1706.1 CONTRACTOR RESPONSIBILITY. EACH o SDI - '--, 5D2 _ - - - CONTRACTOR RESPONSIBLE FOR THE M /-/ IM CONSTRUCTION OF A MAIN WIND -OR 25 SEISMIC -FORCE -RESISTING SYSTEM. DESIGNATED s s - - a ° -Z SD2 SEISMIC SYSTEM OR A WIND- OR A WIND- OR .\ 11 ® -I MI ,0 _ �`. SEISMIC -RESISTING COMPONENT LISTED IN THE ,� /\ �' 1n i SH EAR WALL CO N STRU CTI 0 N N OTES STATEMENT OF RESPONSIBILITY TO THE J ��\ 4 I \- ® BUILDING OFFICIAL AND THE OWNER PRIOR TO /,\ / \ 1 - \\ `?6 ,/ THE COMMENCEMENT OF WORK ON THE SYSTEM / \1 - $ $D2 _ 5 2 -'� 1. 3"X3"X0.229" PLATE WASHERS SHALL BE PROVIDED BETWEEN ALL ANCHOR BOLT NUTS AND THE WOOD SILL. OR COMPONENT. THE CONTRACTOR'S <D 0 �' c _ _ 4 STATEMENT OF RESPONSIBILITY SHALL CONTAIN _ y 2. SEE ANCHOR BOLT CALCULATIONS FOLLOWING THESE NOTES IN THE CALCULATIONS. THE FOLLOWING: - ®_ - - -_ ° ° _ - ` � 1 1. ACKNOWLEDGMENT OF AWARNENESS OF THE ''� ��\ 3. EDGE NAILING AT ABUTTING PANEL EDGES FOR WALLS LOADED IN EXCESS OF 350 plf SHALL BE APPLIED SPECIAL REQUIREMENTS CONTAINED IN THE / \ SD2 11 �; /,�� _ _ 1\ �, I « Z Mr TO 3x OR WIDER STUDS. STATEMENT OF SPECIAL INSPECTIONS; - - _- ,\ 2. ACKNOWLEDGMENT THAT CONTROL WILL BE T °�- _ _ 1 I / _ _° - ° 31 0 4. APPLYING EQUAL THICKNESS STRUCTURAL WOOD PANELS TO BOTH STUD FACES OF A SHEAR WALL AND WITH EXERCISED TO OBTAIN CONFORMANCE WITH G� O I 502 MATCHING NAILING FOR BOTH SIDES SHALL PROVIDE DOUBLE THE LOAD CAPACITY OF WALLS HAVING THE SAME THE CONSTRUCTION DOCUMENTS APPROVED i 4 PANELS AND NAILING APPLIED TO ONLY ONE FACE. BY THE BUILDING OFFICIAL; : 4 3. PROCEDURES FOR EXERCISING CONTROL 1 _ - 7 5. STRUCTURAL WALL PANEL SHEAR WALLS WITH PANELS APPLIED TO BOTH FACES AND WITH EDGE NAILING WITHIN THE CONTRACTOR'S ORGANIZATION, 1\ C �'� cj�LESS THAN 6"O.C. SHALL HAVE ABUTTING PANEL EDGES FOR ONE SIDE OFFSET ONE STUD SPACE FROM THE THE METHOD AND FRECUENCY OF `, 1 OTHER SIDE ( NOTE No. 3 ALSO APPLIES) REPORTING AND THE DISTRIBUTION OF THE `._ _ - � �e 21 - -� REPORTS; AND I b G SD2 N 6. ALL SHEAR WALLS HAVING A LOAD CARRYING CAPACITY IN EXCESS OF 350 plf SHALL BE PROVIDED WITH 3x P.T.D.F. SILL PLATES AND 12" LONG ANCHOR BOLTS OF THE DIAMETER PROSCRIBED FOR THAT WALL 4. INDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL / Ig I1 CI` ��' 1 o o �� I L_ a - �� CONSTRUCTION TYPE ( ALL ANCHOR BOLTS SHALL BE SET 7" INTO CONCRETE) AND THEIR POSITION(S) IN THE \� - - -(7 �� - I // `�\ 7. WHERE THE CONTRACTOR DESIRES TO CONSTRUCT THE SLAB -ON -GRADE AND THE FOOTINGS AND ORGANIZATION. H D 6 I ,' O� �/ , �J CC FOUNDATION IN A TWO POUR SYSTEM, ALL ANCHOR BOLTS SHALL HAVE A MINIMUM LENGTH OF 14", SETTING - O O O �G -'� THEM A MINIMUM OF 4" INTO THE TOP OF THE FOUNDATIONS BEFORE POURING THE SLAB. I G � 0 i 0 26 y ro 8. ALL ANCHOR BOLTING, HOLDOWN BOLTS OR STRAPS AND OTHER FORMS OF CONCRETE INSERTS SHALL BE 19 I \�'\4 502 SECURELY HELD IN PLACE WITH JIGS OR OTHER SUCH DEVISES PRIOR TO REQUESTING FOUNDATION 5D1 n �+ 1,, - 26 - INSPECTION, DURING INSPECTION AND DURING ACTUAL POURING OF CONCRETE. SPECIAL N OTE SD2 5D2 I L i 9. ALL ANCHOR BOLTS AND HOLDOWN BOLTS SHALL BE BROUGHT PLUMB TO THE CONCRETE HARDENING. - m _ 21 �- O 4 MECHANICAL STRAIGHTENING OF BOLTS AFTER THE CONCRETE HAS HARDENED THAT RESULTS IN SLAB EDGE BREAKING SHALL RESULT IN REJECTION OF A PORTION OF THE SLAB AND FOUNDATION BY THE ARCHITECT OR SPEC! AL N 0 TES 21 SD2 C I\ / /I 2018 NDS SDPWS �\,. I / I STRUCTURAL DESIGNER OF RECORD AS HE DEEMS NECESSARY, IT'S REMOVAL AND REPOURING OF THAT PORTIONill' 5D2 `'- OF THE CONCRETE. TABLE 4.3A, FOR WALLS - 8'-0" 1 1 Is 11111 ° ° SPECIAL NOTE: ADDITION, REMODELING AND/OR RENOVATION PROJECTS - - ; \, - TABLE 4.2.A FLOOR & ROOF `' 2 7 T- SDI 10. HOLDOWN STRAP HOOKS SHALL BE STABLIZED DURING THE CONCRETE POUR IN ORDER TO ENSURE THEY _ 1 / / 1/ REMAIN AT THE MANUFACTURER'S PROSCRIBED ANGLE OF INSERTION. F,� THE OWNER OR HIS GENERAL CONTRACTOR FOR ANY ADDITION, REMODEL '' F I 21 '� _ �� 1/ ---� �- 0 11. ATTACHMENT OF A 3x SILLPLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE USE OF SIMPSON 31 -l� AND/OR RENOVATION PROJECT SHALL CAUSE THE EXISTING STRUCTURAL - -2 - - - - - SD2 5D2 SDS 25412 WOOD SCREWS AT 3" o/c. I o SYSTEM(S) TO BE FULLY EXPOSED TO SUCH AN EXTENT THAT THE STRUCTURAL ! 11 - OF Q0 21 23 12. ATTACHMENT OF A 2x SILL PLATE TO FLOOR FRAMING BELOW SHALL BE MADE WITH THE OF 16d © SPACING 4 F` 5D2 1 ` i 4 USE Q r = 0' DESIGNER CAN PROPERLY AND FULLY OBSERVE AND ASCERTAIN ALL - - SD2 - INDICATED AT THE SHEAR WALL TABULATION. ao 1 I \.,_ -- �\ \ PERTINANT EXISTING STRUCTURAL ISSUES FOR THE PURPOSE OF DEVELOPING ® ♦ ° ° ° ° o �- 36 a ♦� 5D2 F,�\ -� SUFFICIENT CONSTRUCTION DOCUMENTS FOR THE PROJECT. ♦ 5D2 $ CITY OF LA QUINTA .--- _ _ - SH EAR WALL CO N STRU CTI 0 N F ANY UNCOVERED STRUCTURAL SYSTEM AND/OR MATERIAL THAT WAS _ BUILDING DIVISION �,/ 1g T 4 2 ' INSUFFICIENTLY EXPOSED OR IDENTIFIED DURING CONSTRUCTION DOCUMENT 1 `�- r ., 4 _ - 1/2" GYPSUM WALL BOARD APPLIED DIRECTLY TO 2x STUDS WITH STANDARD WALL BOARD NAILS REVIEWED FOR v PREPARATION OR AFTER APPROVAL OF THE STRUCTURAL CONSTRUCTION �D 6x6 I 21 ; CODE DOCUMENTS FOR ISSUANCE OF A BUILDING PERMIT HAS OCCURRED AND `. 5D21 (1 1/4" x 0.120" w/3/8" HEADS) OR 5d COOLER NAILS AT 7' O.C. ` _ - - MAX. TO ALL STUDS, SILLS, PLATES AND BLOCKING. ANCHOR w/ 5/8" 0 x12" LONG ANCHOR COMPLIANCE r- EITHER PRIOR TO OR AFTER START OF CONSTRUCTION, AND THEN BEING = 1 I BOLTS ( w/3"x3"x1/4" THINK PLATE WASHERS BETWEEN NUT AND WOOD SILL) © 6'-0" 0.C. MAX. I (ALLOWABLE LOAD: 75 PER 2019 CBC TABLE 2306.3(3) IF DETERMINED BY THE STRUCTURAL DESIGNER TO ADVERSELY AFFECT THE m plf- DATE06/28/2021 BY 31 _ - 11 STRUCTURAL INTEGRITY OF THE TOTAL STRUCTURE AND NEW WORK 5D2 51D2 (EXISTING 23 7/8" PORTLAND CEMENT PLASTER ON WOVEN WIRE OR EXPANDED METAL LATH NAILED AT EACH STUD, 25 10 -0 SD2 COMBINED) OR THAT REQUIRES ADDITIONAL WORK TO PROPERLY 23 I SILL AND PLATE 6" O.C. MAX. w/ No. 11x1 1/2" GALVANIZED NAILS WITH 7/16" 0 HEADS OR 5D2 1 > ATTACHED W/ No. 16 GAUGE STAPLES HAVING 7/8' LONG LEGS. ANCHOR w/5/8" 0 x 12" LONG ANCHOR / 10'-0" ENCORPORATE INTO THE TOTAL STRUCTURAL SYSTEM SHALL CAUSE THE _ 5D2 v _ 1 �,�` BOLTS (w3"x3"x1/4" THICK PLATE WASHERS BETWEEN NUT AND WOOD SILL) ©48" O.C. MAX. 1- ♦ ` 2 STRUCTURAL DESIGNER OF RECORD TO PROVIDE ADDITIONAL WORK AT THE -lc'� (ALLOWABLE LOAD: 180 plf- PER 2019 CBC TABLE 2306.3(3) - ® 4 � U EXPENSE OF THE OWNER TO RESOLVE THE SITUATION. f _ m - V SD2 SD2 THE NEXT THREE SHEAR WALL TYPES SHALL ALL HAVE THE FOLLOWING `19G �O (3) -� SHEET TITLE: IDENTICAL STRUCTURAL WOOD PANEL DIAPHRAGM: (1 > ,2> & 3> ONLY) THE ADDITIONAL WORK SHALL BE DEEMED TO BE PERFORMED, OVER AND Q F H D _ Ltl� o 3/8" C-D EXPOSURE I APA PLYWOOD OR 3/8" ORIENTED STRAND BOARD APPLIED DIRECTLY TO THE STUDS, w/ THE 6x0 / ABOVE THE BASIC SERVICES AGREED TO BY THE OWNER AND THE STRUCTURAL -(9 i �v0 G i ��'-\\� FRAM IN G LONG DIMENSION OF FULL PANELS LAID PARALLEL OR PERPENDICULAR TO THE LENGTH OF THE ./ 31 28 DESIGNER. AN EXTRA SERVICES FEE SHALL THEN BE AGREED TO BETWEEN0 c -\ ,-1- i °0-'' SD2 STUDS, AND ANCHORED ALL EDGES OF EACH PANEL SUPPORTED ON STUDS, SILLS, PLATES OR BLOCKING AND NAILED AS FALLOWS: 51)2 THE OWNER AND STRUCTURAL DESIGNER AFTER WHICH, REVISED CONSTRUCTION DOCUMENTS SHALL BE PREPARED AND BE SUBJECT TO REVIEW - O eO I • i w c-I- - 1 I PLAN -\G w 8d COMMON NAILS © 6" 0.C. AT ALL PANEL EDGES AND 8d COMMON NAILS © 12" O.C. AT ALL FIELDS. BY THE BUILDING AUTHORITY IF SO REQUIRED. - �5 �� - - 1 ANCHOR WITH 5/8" 0 BY 12" LONG ANCHOR BOLTS AT 48" 0.C. F,+ I I V(ALLOWABLE LOAD: 260p1f - PER 2018 NDS SDPWS TABLE -3 CONSTRUCTION THAT PROCEEDS AFTER UNCOVERED WORK HAS BEEN 0 I z 0 I z DRAWN CONSTRUCTION NOTE(S) 1&2 APPLY (NOTES 3,4,5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) 8d COMMON NAILS © 4" 0.C. AT ALL PANEL EDGES AND 8d COMMON NAILS © 12" 0.C. AT ALL FIELDS. REVEALED BUT GOING UNREPORTED TO THE OWNER OR STRUCTURAL _ I _ - I E.C. ANCHOR WITH 5/8" 0 BY 12" LONG ANCHOR BOLTS AT 32" 0.C. DESIGNER SHALL CAUSE THE STRUCTURAL DESIGNER TO REEVALUATE THE X I w X I w C H E C K E D 2 (ALLOWABLE LOAD: 380 PER 2018 NDS SDPWS TABLE ) plf- STRUCTURAL DESIGN IN LIGHT OF THE UNCOVERED WORK AND THEN PREPARE - - DATE VCONSTRUCTION NOTE(S) 1&2 APPLY (NOTES 3,4,5 AND 6 APPLY WHEN DIAPHRAGM AT BOTH SIDES) PROVIDE SPECIAL INSPECTION FOR SHEAR WALL CONSTRUCTION (CBC SECTION 1707-NAILING, SHEAR ADDITIONAL OR REMEDIAL CONSTRUCTION DOCUMENTS AND DIRECTIONS AS 1 I 06/04/21 TRANSFER DETAILING AND ANCHORAGE) NEEDED WHICH SHALL BE AT THE GENERAL CONTRACTOR'S EXPENSE FOR THE I I SCALE - - -� AS NOTED I I I I I 3 8 8d COMMON NAILS © 3" 0.C. AT ALL PANEL EDGES AND 8d COMMON NAILS © 12" 0.C. AT ALL FIELDS. EXTRA SERVICES. J 0 B N O. ANCHOR WITH 3/4" 0 BY 12" LONG ANCHOR BOLTS AT 24" 0.C. V(ALLOWABLE LOAD: 490 plf- PER 2018 NDS SDPWS TABLE ) CONSTRUCTION NOTE(S) 1,2,3 & 6 APPLY (NOTES 4 & 5 APPLY WHEN DIAPHRAGM AT BOTH SIDES) 1 In structural panel shear walls 3, 4, foundation sill plates and all framing mgmbers REINFORCING NOTE SPECI AL N 0 TESHEET CONTRACTOR SPECIAL N 0 TES FRAMING P L A N receiving edge nailing from abutting panels shall not be less than a single 3' nominal member SHEAR WALL LENGHT IN FEET SCALE: 1 / 4= 1'0" REINFORCING STEEL OR STRUCTURAL FRAMEWORK OF ANY PART OF CONTRACTOR IS RESPONSIBLE AND SHALL NOTIFY ENGINEER OF 4'-0" SHEAR WALL CONSTRUCTION TYPE AS SPECIFIED ABOVE ANY BUILDING STRUCTURE SHALL NOT BE COVERED OR CONCEALED SURFACE WATER WILL DRAIN AWAY FROM BUILDING AND SHOW DRAINAGE GENERAL GONRAGTO. 61ALL VISIT THE JO SIT 1 WITHOUT FIRST OBTAINING THE APPROVAL OF THE ENFORCING PATTERN. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FT RECORD IF NEW OPENINGS ARE LOCATED ON THE EXISTING SHEAR S2 B REFERENCE TO SHEAR WALL LINE IN CALCULATIONS (A,B,C,D, ETC.) AGENCY R109.1 SECCTION R401.3 PANELS AND E.O.R. SHALL REVISE THE DESIGN AND SUBMIT TO CITY OF LA QUINTA- BUILDING DEPARTMENT FOR REVIEW AND APPROVAL AND VE- IFY ALL EXISTING CONDITIONS J To Building Dept. Submittal 06/04/21 T� ♦ W/10d@6" 0/C STAGGERDSIDEI TO SIDEL SHEAR WALL SHEATING , WHERE OCCURS y SHEAR WALL SHEATING 2 x STUDS ® 16" O. C. w/ 2 x TREATED SILL PLATE — SEE SHEAR WALL SHEATING WHERE OCCURS „ / 2 x STUDS ®16 0. C. W 2 x WHERE OCCURS ArchLecture Inc. G'oup, FOUNDATION PLAN FOR 2 x STUDS @ 16" 0. C. W/ 2 x TREATED SILL PLATE - SEE 2 x STUDS @ 16" O. C. w/ 2 x A.B. SIZE AND SPACING TREATED SILL PLATE - SEE FOUNDATION PLAN FOR TREATED SILL PLATE — SEE STRUCTURAL DESIGN / SIMPSON SET-XP NEW ICC- ERS 2508 #4 ®24" O.C. EXISTING 4" THK. CONCRETE SLAB #4 REBAR SIMPSON SET -XP / FOUNDATION PLAN FOR A.B. SIZE AND SPACING A.B. SIZE AND SPACING FOUNDATION PLAN FOR A.B. SIZE AND SPACING GLS ARCHITECTURE GROUP, INC. CHARLES D. GARAND ICC-ESR 2508 EXPANSION JOINT MATERIAL /REBAR AFCHITECT \./ FILL OVER EXISTING SLOPING SLAB WITH EXISTING , CONCRETE, FLUSH W/ EXISTING FINISH E N' 74-991 t nCA ° E.N. 5/8" DIAM. x 12" ALL THREAD NEW 4" THK. CONCRETE SLAB Palm DeseJoni 92260 ° a . •° • . . . • ° 4" THK. CONCRETE SLAB . CONC FTG W/ S T-XP (ICC 2508)EPDXY .. FLOOR. Al C NCRFTE BONDING ADHESIVE 4" THK. CONCRETE SLAB #4 REBAR 340.3528 Tel. ° ° SIMPSON SET XP (760) O ° ° WASHERS 3" X 3 X 0.22y" I C ASTM 1059 SIMPSON SET —XP (760) 340.3728 Tel. \ / 4 1 /2" TO 4" ICC—ESR 2508\ ICC—ESR 2508 ° ✓ 4 � � E-MAIL gls@glsarchitecture.com . I ° $ O \ 12" 5., 5,. VARIES ° ny, \ THIS DRAWING IS A COPYRIGHTED INSTRUMENT OF SERVICE AS ° ° ` u 0� e e o r _ - DEFINED BY THE CALIFORNIAG ADMINISTRATIVE CODE. IT IS THE • • • • • • • • • • 2X OR 3X PLATE ° ° 6 6° 6" EMBED 6" PROPERTY OF CHARLES D. GARLAND, ARCHITECT. IT WAS ° • • • • •° ° ° ° EXIST CONC a / EXI TING � E SITEIS) INDICATED IN THE DRAWINGS. 6» � ° THE DESIGN, AS REPRESENTED IN THE DRAWING, SHALL ONLY BE I O G %/ J 4 CONSIDERED, USED, SUBMITTED OR OTHERWISE REVIEWED SOLELY L`-_� ° A A ° /I \/ 20" 4 �• ♦ AS RESTRICTED AND CONFIDENTIAL DISCLOSURE OF INFORMATION FOR THE OWNER(SI TO BU USED TO CAUSE THE PROJECT TO BE 6 MILL VISQUEEN UNDER 6 11 ° ° `� APPROVED BID CONSTRUCTED AND/OR OCCUPIED if DEpp UX PIN ®U LIFr S� Uq S Y Y P T TON 12" �` 2" CLEAN SAND . EPDXY REQUIRES OBSERVATION OF LIC i`� EXISTING (TYP.) . DEPUTY INSPECTOR ° ° ° #4 BAR CONT. (LAP. 24" MIN.) 12" 12" 6" 6 6 - 10/10 W.W.F. @ CL. SLAB 3/4" DIAM. HOLE ,\ CLEAN DRY -FREE OF DEBRIS 4 °a 3"` �, a #4 BAR CONT. (LAP. 24" MIN.) '' SE� ARCy,1, / / / x � \ (TYPICAL) V g D • 6q \ 9`90 BAR CONT. (LAP. 24" MIN.) i`/'� #4 BAR CONT. (LAP. 24" MIN.) � SPECIAL INSPECTION ISREQUIRED #4 BAR CONT. #4 (TYPICAL) (TYPICAL) * � No. C11991 1'-°" 12" '°/ 31 / 2D2, SPECIAL INSPECTION ISIQUIRED , / 9 EXP. DATE / T / � 1 EOU\DA- 0\ DETAIL 2 EOU\DAT 0\ DETAIL 3 EOU\DAT 0\ DETAIL 4 GARAGE PEA IVETE EOOT \G 5 EOU\DAT 0\ DETAIL CORNER BARS TO MATCH NOTE: THICKNESS OF DRYPACK DOES FACE OF WALL, TOP OF REINF. PER PLAN LAP HORIZONTAL REIF. LAP NOT APPLY TOWARDS p EMBEDMENT. WALL, COLUMN, ETC. ♦ P PLYWOOD - SEE PLAN SHEAR WALL SCHEDULE & .� —��— TITEN BOLTS J ww_XX EDGE OF 5"X WOOD POST OR DBL STUDS W/ 1601 CONCRETE 8" @ 6" ❑C STAGGERED MIN @ H❑LD❑WNS 0 0 4 21 g g POST 4X6 =•i 2X STUDS ©16" 0.C. ► ' �� 5 8" DIAM. x 14" ALL THREAD / , °� - -= S SIMPS❑N H❑LD❑WN - SEE PLAN - CONC,FTG W/ SET-XP (ICC 2508) EPDXY ; ; fee e HIND • C - 4 x D 0 SEE SCHEDULE FOR SSTB BOLT REQ'D ° ° ° EXISTING (MIN. 2")11 g„ 0 2x P,T,D,F, SILL PLATE CONCRETE SLAB �� E.N. ° 4" THK. CONCRETE SLAB 0000 0000 HILTI LOW - VELOCITY POWER DRIVEN FASTENERS@ 32" O.C. ICC ESR 1663 OR SIMILAR CORNER INTERSECTION ALT. CORNER 4" CONCRETE SLAB W/ APPROVED PLAN VIEW. SINGLE BAR #4 @ 18" ❑C EACH WAY IIII - a a\ a \ v° 5.. a 4 $X12 ^ ° a 4 ' �-F g LAP LAP '� G° a ENI♦ 2 `� © SSTB BOLT Y N TYP. ANCHOR BOLT DETAIL EXPANSION BOLT (EPDXY BOLT SIMILAR) a H❑LD❑WN ° `� 11 as ji ° ° a °- , 4 TYP. BOLTS DETAIL x 1 POUR 2 POUR - - - A- �� _ \ 4 <1 A' I I a 4 ° 00 II HDU2-SDS2,5 SSTB 16 SSTB 20 f / CC N I ° FG dI I l 41 G - � y �a �� \�� II I ° %\//////////////�� HDU4-SDS2,5 SSTB 20 SSTB 24 BARS FACE OF WALL, TOP OF FACE OF WALL, TOP OF z /�\ ��//////////////////%////////////%////��0��/////////////O////%//////////%////%////////////%////%////�% �4, - O CO MATCHCORNER HORIZONTOAL 04 WALL ETC. �j� kl i\\�\ \`/`/``/`� HDU5-SDS2.5 SSTB 24 SSTB 24 I'�� '�I� '�% .4, dr 4,/ ',� '�� REINF. PER PLAN REIF. ° WALL COLUMN, ETC. COLUMN, �) Ili �� \ CORNER INTERSECTION ALT. CORNER � K I - a (� 44 SSTB - SEE PLAN VIEW. MULTIPLE BAR12"O °m° o 2" MIN STANDARD HOOK OR BOLT m 0 S..X 8.. , z c� I • SCHEDULE a a `I �� `�I� Z 2 4 BAR .IZE LAP II O ® 8 4 ��• ��%/`/``/� #4 20" \ m HEAD - TYPICAL m `,� O BAR CONT. 24" MIN.) H g"X 12" 0 #5 #6 25" 30" #4 (LAP. (TYPICAL) 1 (1.)—#4 CLINT T&B . dd a / EE FOUNDATION PLAN ANCHOR BOLT EXPANSION BOLT (EPDXY BOLT SIMILAR) ° 450 AX im I TYP FOOTING REINFORCEMENT / TYP. BOLTS DETAIL SECTION IMA . 6„ 6 EOU\DAT 0\ DETAIL 7 EOU\DAT 0\ DETAIL B TYP. 30LTS DETAIL q EOU\DAT 0\ DETAIL 10 EOU\DAT 0\ DETAIL NOTE: SILL SHALL NOT BE COUNTERSUNK WASHER MIN. ENDDISTANCE SHEAR WALL SHEATHING SHEAR WALL SHEATHING SHEAR WALL SHEATHING WOOD.TO WHERE OCCURS (TYP,.) SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) WHERE OCCURS (TYP,) WHERE OCCURS (TYP,) MIM DISTANCE TQPUARE PLATE WASHER, EXISTING EXISTING II BETWEEN BOLTS — I OU �OLDOWN HPU OLDO MIM EDGE DISTANC ONz '� H6 BEAM M TO E3E �4 M z HOEDOWN POST TO CONCRETE DOWN te ' x HOEDOWN p E N Z , _ 1 "'/� NOTE / © HOEDOWN •LDOWN x N /\/� / POST 0 I I © —� N. POST 1, r� MIN. EDGE DISTNCE WHERE TWO SHEARWALLS w/ DIFFERENT HOEDOWN % , O�', TO WOOD. EXISTING / II OLDOWN y, BEAM E.N. INTERSECT, THIS E.N. SHALL BE AT , POST E.N. T�III< 11I ��1Ill THE CLOSER SPACING OF THE TWO nHA it �1W 1i'im .�d \/IEDGE NAIL REQUIREMENTS. ��- P Aa /�:w// mi �/ ♦I / PER. r3(:; %HED. GG EXISTINGE.1�, 2X STUDS 2X STUDS E N. FOUNDATION I 2X STUDS ° 2X STUDS ;'1 STRAPS Qo KING POST 6x6 SHEAR WALL WHERE OCCURS SHEATHING (TYP,.) SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) WHERE OCCURS (TYP,.) SHEATHINGSHEAR JA1ALL SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) — id TYPICAL SI�I1=i�J�ILL I NTI��T I ONE Q EXISTING CITY OF LA QU I NTA EXISTING BUILDING DIVISION a ANCHOR BOLT SIZE MINIMUM END MIN. EDGE DISTANCE MINIMUM PLATE DISTANCE BETWEEN ° 13 TYP. SHEAR WALL \ TE R S E C T 0 \ REVIEWED FOR E DISTANCE 14 To ro Oo Wow SIZE 1x4 BOLTS3"z o ° 5/8 3/8" �/8 ° NEW 2X WOOD CRIPPLE CODE O i 4 3/4" 2x4 3" ° STUDS @ 16" O.C. NEW 2X WOOD CRIPPLE 5-1/4" 2-1/4"1-1/8" z (2) NEW 2X NEW 2X WOOD SILL PLATE COMPLIANCE 7/8" 6-1/8" 2-3/4"1-3/8" 2x6 4"\JT KING STUDS NEW W/ 16d 2X WOOD SILL PLATE NAILS @ 12" O.C. STUDS @ 16" O.C. WI 16d NAILS @ 12" O.C. 1 1" 7" 3" 1-1/2" 2x6 4" (FULL HEIGHT) NEW WOOD HEADER NEW WOOD HEADER0 DATE06/28/2021 BY NEW HDR EA. SIDE (SEE HEADER SCHEDULE) (SEE HEADER SCHEDULE) TYP ANCHOR BOLT DETAIL EX DOUBLE TTOP �� CONT. PLATE CONT. PLATE 11 E 0 U\ D A T 0\ _ TA L 12 RAN \ G DETAIL T.N. T.N. EX. DOUBLE 2X CONT. TOP PLATE T.N. T.N. EX. 2X KING EX. STUDS 2X @ WOOD 1 i" O.C. EX. 2X KINGD STUDS EX. STUDS 2X @ 16" WOOD O.C. 0 1 g , STUDS 4 , it 1 1 1 EX. 2X I I 1 1 im I WOOD STUDS @ 1 1 EX. WOOD HEADER EX. WOOD HEADER \ / 16" O.C• I- PLYWOOD SHEATHING SHEAR WALL END POSTS P2X OST \ \ / / \\ SIMPSON A35 ANGLE (EA. SIDE) is STITCH NAIL W/10dC�G6" o/c k NI 1-�� i k kI 1 4,\__ ��SIMPSON MINIMUM 1 -3/4" EDGE DISTANCE STAGGER SIDE TO SIDE ._ u; // \ / \/HEADER NEW (2) 2X JAMB STUDS EA. SIDE (SEE T.N. SINGLE \-T.N. I 2X WOOD STUDS CONT. SILL PLATE li4 \ .41 1 � ir i HOLD-DOWN .� � DRILL AND EPDXY GROUT HOLD DOWN ANCHOR W/ r HOLDDO,PER PLAN, 6SDS lV%4 X 21/2 5/8" DIAM. X 16" ALL THREAD ROD ± Q w w/\ \ / 2X TRIM W/ 16d @ 12" O.Cj TAGGERED TO KINGS D EA. SIDE / \ SCHEDULE)NEW \NEW (2) 2X JACK STUDS EA. SIDE (SEE HEADER SCHEDULE) — SILL PLATE T• MATCH EX. WALL SIZEEX. — NN 16d NAILS @ O.C. AROUND PERIMETER OPENING NEW SINGLE SILL PLATE MATCH EX. 12" 4)F TO CO 0 1` SIMPSON SET-XP EPDXY SET 12" (MIN) INTO EXIST CONC. FTG o / \ R.O. LENGTH — WALL SIZE 1, ADHESIVE SYSTEM OR SIMILAR W EPDXY ADHESIVE MODEL SET-XP F O. (SEE ARCH. DWGS.) VARIES (SEE ARCH. DWGS.) EX. 2X CONT. NEW 2X WOOD SHEET TITLE: E.N. 1 A FOOTING a ESR-2508 / /\ TOP PLATE EX. 2X JACKO.C. STUDS @ 1'fi" ,I, Wil EX. CONT. WALL ., / \ STUDSANCHORAGE TO MATCH �� ° / \ EX. 2X JACK \ � / — — EX. WALL SIZE FO UN DATI 0 N ` ` , `=lkiliiihd` / \ EX. 2X WOOD STUDS NEW 2X WOOD STUDS 1,110 ° -,.4,,,114 � �� / f p a SIMPSON N Ill SET-XP ESR-2508 pSITUATIONS EPDXY ONLY@ UPLIFT EPDXY REQUIRES OBSERVATION OF LIC DEPUTY CONT. 2X WOOD WINDOWSILL STUDS @ 16" O.C.@ 1G" 16d AROUND 0.C. TO MATCH EX. WALL SIZE NAILS @ 12" •.C. PERIMETER — -- PLAN U LL 3/4" DIAM. HOLE , CLEAN 14P DRY OF DEBRIS INSPECTOR EX. SILL PLATE SAW CUT TO FIT NEW R.O.NOTE: OF EX. OPENING DRAWN w -FREE E.C. — _ CHECKED EXIST CONC SEE "NAILING NEW CONC. AT SIM. SCHEDULE" FOR ADDITIONAL T.N. DATE 06/04/21 TSDECIAL INTECTION ISREQ UIRED REQUIREMENTS. i / / r SCALE / / X AS NOTED i "" iiii iii JOB NO. 16 TYP. HOLD-DOW\ A\CHOP DETAIL @ EX. CO\C. 18 \EW WOOD HEADED @ EX. WALL o EX. WOOD HEADED \F LL DETAIL SDI To Building Dept. Submittal 06/04/21 CITY OF BUILDING REVIEWED COMPLIANCE CODE LA QUINTA DIVISION FOR DATE 06/28/2021 BY IF NEW 2X EXISTING EXISTING EXISTING Archiecture Croup, Inc, WOOD STUD TYPICAL ROOF DIAPH. TYPICAL ROOF SHEATHING (SEE PLANS) B•N• EXISTING STRUCTURAL DESIGN 16d NAILS 12" B.N. TYPICAL ROOF SHEATHING B N @ 16d NAILS @ 12"l O.C. STAGGERED GLS ARCHITECTURE GROUP, INC. CHARLES D. GARLAN D i/ iia iii iiir is iar ar :--::-=—:=c O.C. STAGGERED o ■.� ARCHITECT 16d NAILS 12" ��' . I @ EX. WOOD WALL I►V�W�i ��- �I PLYWD DIAPH ®SIDE 74-991 Joni Dr. #9 O.C. STAGGERED /. OF NON-STRUCT. TRUSS i Palm Desert, CA 92260 NE (�� A " ' 1 E.N.EN®51M. DTL E.N.EN EXISTING Z (760) 340.3528 Tel. 340.3728 Tel. �� EX. WOOD WALL A 35 24"O.G. ®51M. EXISTING (760) E-MAIL: EX. WOOD 2-1d 1=XISTING16d gls@glsarchitecture.com ALOPRNIIA ADD INSTRATVETOF SERVICES NAILS @ 12"(U.N.O.)(//J FINED BY THE THE WALLA5 IlO•GPROPERTY LESRDIIVE ll l I I I ► I I I l l j O.C. STAGGERED @24" O.G. �`� (/,DEIS @ 24 O.G. FOF OR THE USN OFTHEIOWNER(SAS PREPARE FOING A D SHAL BE US D TTHE EX LUSI IDENTIFIED ON THE TE AND HE USED ATTHEE%CLUSIVE,,_' I INDIC DR WI SITEIS) INDICATED IN THE DRAWINGSNEW NEW2X ,6' 2X NEW 2X SIMPSON MSTA24 STRAP :!�!THE --_ DESIGN, AS REPRESENTED IN THE DRAWING, SHALL ONLY BE FORTH ERED, SUBMITTED IEE REVIEWED SOLELY WOOD STUD ME AS RESTRICTED AND CONFIDENTIAL DISCLOSURE OF INFORMATION E OWNUSED, FOR BU USED O AUSE T JECTTO BE STRUCTEDANDIOR WOOD STUD WOOD STUD EA. SIDE CENTERED ON `APPROVED, OCCUPIEDHE BID, CONER(S) ° NEW 2X DBL. TOP PLATE SIMPSON MSTA24 STRAP DOUBLE 2X TOP PLATE EN 1—E.N. 2 X I2@ 24 0.GE.N. WOOD STUD SIMPSON MSTA24 NEW WOOD STUD EA. SIDE CENTERED ON 2X STUDS O.G. (U.N.O.)� STRAP EA. SIDE WALL (SEE WOOD DOUBLE 2X TOP PLATE NEW WOOD STUD DBL. TOP PLATE Eo ARc y�is SHEAR WALL SHEATHING ��'s �' cq CENTERED ON WALL OR WOOD �� WALL (SEE WOOD ( SM @ 51M OTT_ �$ �92 DOUBLE 2X TOP SHEAR WALL NEW WOOD STUD WHERE OCCURS (TYP,.) �X (U.N.O.) '' QQ A WALL (SEE WOOD WALL OR WOOD I BM 51M DTL STUDS @ O.G. * UNo. C11991 PLATE SCHEDULE) SHEAR WALL WALL OR WOOD SHEAR SCHEDULE) Akil _ _ _, SHEAR WALL SHEATHING — — = 10/ 31 / 2021 Q EXP. DATE WALLSCHEDULE) SHEAR WALL SHEATHING WHERE OCCURS (TYP,.) -v Q� NEW WALL @ EX. WALL INTER. NEW WALL EX. WALL BASIC WHERE OCCURS (TYP,.) IN � 2X STUDS @ O.G. (U.N.O.)F ° c A F o @ IN NEW WALL @ EX. WALL CORNER 21 FAV \G D-TAE 23 FAV \G DETAIL 24 FAV \G DETAIL 25 FAV \G DETAIL ROOFING MATERIAL �` O U O 2 21 (SEE ARCH. DWGS.) EXISTING EXISTING A PLYWOOD __PLYWQQDDLCKSCHEDIIE)_ SHEATHING (SEE1�1�1__ TYPIGl�L ROOI= 51-I l�TI-ZING fiY�I� L R00F SHI= fiHING ST6224 STRAP FROM ��•. - BEAM i WOOD FRAMING JOIST (SEE PLAN BEAM TO POST —OUTSIDE FACE ® �� +''-� BEAM ®° ° �'��:;, �� 11/ ' , I 1 INSTALL_ STRAP 1 /2 ON BEAM v ®®� ,, EACH END (TYP.) ®® �'BETWEEN 2X WOOD BLOCKING i �� AND 1 /2 ON POST /.I WOOD EXISTING CCQ66CCQ66 CCQ46 � MITI►. EXISTING JOISTS © 24" O.C. ' SIMPSON DTC CLIP CQ46 NIIII DOUBLE CONT. 2X - CCQ44 WOOD NON LOAD / TOP PLATE BEARING NAILS DRIVEN FLUSH SHOULD NOT BE COMPLETELY AGAINST THE A35 @24"O.G. EXISTING A35 ®2411 O.G. x , CCQ44 POST 4X6 c N WOOD STUDS (SEE i CONNECTOR TO ALLOW � x POST 4X6 WOOD WALL SCHEDULE) VERTICAL TRUSS , x H6 3EAM TO POST POST 4X4 POST 4X4 0 CO MOVEMENT) 2 X I2@ 24"O.G x E.N. SIMPSON DTC CLIP 2X WOOD BLOCKING I �` 2-2X TOP PLATES Dimensions (in.) 2 X 12@ 24 II O.G No. of SDS'/4'x (NAILS SHOULD NOT BE DRIVEN BETWEEN WOOD E.N. Beam 2'/z" Screws COMPLETELY FLUSH AGAINST JOISTS @ 24" O.C. EXISTING OVE POST Model No. Width L1 Z 2 THE CONNECTOR TO ALLOW BM@ 51MDTL ' w1 W2 CCQ ECCQ H Beam Post 4 VERTICAL TRUSS MOVEMENT) DOUBLE CONT. 2X / I .' O ii WOOD TOP PLATE BM @ 5IM DTI_ D. CCQ3-6HDG 3 a 3 1/4 5 1/2 11 8 1/2 7 16 14 0 "O.G• CCQ44HDG 4x 3 5/8 3 a 11 81/2 7 16 14 , 1 16044 — — - CCQ46HDG 4x 3 $ 51/2 11 81/2 7 16 14I. 4 Ie 2X STUDS MI6" O.G. (U.N.0) D CCQ48HDG 4x 3 5/8 7 1/2 11 8 1/2 7 16 14 Typical CCQ 4 SHEAR WALL SHEATHING SHEAR WALL SHEATHING \ 2X STUDS O.G. (U.N.O.) POST PER PLAN ID CCQ66HDG 6x 51/2 51/2 11 8 1/2 7 16 14 Installation 4 0 6d NAILS AT WHERE OCCURS (TYP, A NON -LOAD BEARING Ii'" IHEND (TYP.) WHERE OCCURS (TYP,.)CC /CCQ68HDG 6x 51/2 71/2 11 81/2 7 16 14Ill I WOOD STUDS WOOD WALL SCHEDULE) (SEE i ` WOOD JOIST (SEE . Eficates connector is available with SS when ordering. in stainless steel. Replace HDG in model number FRAMING PLAN) N 2. Refer to current Wood Construction Connectors catalog for additional information. 26 FAV\G DETAIL 27 FAV \G DETAIL 28 FAV \G 9- TAIL 2ci FAV \G 9- TAIL 30 FAV\G 3-TAE ROOFING (SEE ARCH. MATERIAL DWGS.) TYPICAL 2x AT 16"o.c. �/� Simpson Strong P SS1. 5 —Tie 9- ''r-- Simpson Sim p Strong —Tie M !U PLYWOOD SHEATHING (SEE STUDS w/(2)16d END NAILS U.N.O. OR (4)8d �� }7— P PLYWOOD DECK SCHEDULE NAILS EACH END TO 2x4x6"@4'-0"o.c._.,,_TOE 1 314" MAX IF IN 2x4 2" TO 1/3 JOIST MIN. (3) ALONG NOTCH 3M II iiWOOD 1 CLEAR OF JOIST o FRAMING PLAN (SEE ) TOP & SILL PLATES NAIL CORNER &MULTI- STUD HEIGHTwI (3)16d EACH IN PLATE TOP TOP PL.STRAP EA. SIDE OF PL. EDGE OF JOIST. SPAN MAX. �� 'm�� / wl #3 BELOW PL. JOIST DEPTH. 1/3 STUDS TOGETHER wl CONNECTION ��' \ STUD IpPi OF JOIST CORNER ='�,� 16d @ 16"o.c. STAGGERED TOP PLATES OR 2 314" IN 2x6 �� 1/6 OF JOIST STUDS OR Cra @ SHEAR WALLS & 24"o.c. / SILL PLATES li ."DEPTH .�l '� M DEPTH MAX.POST AT NON -SHEAR WALLS M" W' .� �� PER PLAN —` /�� ' =' z IiI 16 �I� POST AT END OF PANEL PER PLAN SHEAR I II_ � PIPE WHERE OCCURS Z 113 OF JOIST i*.W4A� ��h EOG� , JOIST DEPTH. � SIMPSON DTC CLIP 'WE EDGE NAILING h mi ,.a pLEGE `� N r DEPTH MAX. O - PLYWOOD U� 16d SINKER NAIL Co DOUBLE CONT. 2X i' �w� PER �_ ��Sa MAN' yO(F WOOD TOP PLATE (NAILS SHOULD NOT BE SHEAR 11.iidIiii. ,I J` 'IALL SPACING HIGHER SHEAR Pty �, LL / g41CF GF - I 1 i NON -LOAD BEARING FLUSH AGAINST THE PER I II/L. ♦ II�II ♦ ,� •PLAN �� PIPE STRAP TYPICAL AT EA. PL. WHERE CUT EA. SIDE S/8M/ �! ' PIPE OR CONDUIT. Ii— EDGE NAILS wl6)16d WOOD STUDS WOOD WALL SCHEDULE) (SEE CONNECTOR TO ALLOW � --� --� -- -�� --- -`— ��`—" . i/?pFpTH OCCURS U.N.O. ON PLANS PER DETAILS/SD-2 1_,,..., , 016d VERTICAL TRUSS MOVEMENT) SINKER NAIL SPACING — PLYWOOD SHEAR TOP PLATES NOTCH DEPTH &BORED HOLE SEE TABLE BELOW a PER PANEL HIGHER SHEAR EDGE NAILS WALL PANEL PER PLAN 9' Mom' / SILL PLATES if / 1/6 OF JOISTE �'- 1/4OFJOIST SIMPSON (NAILS SHOULD NOT BE DTC CLIP DRIVEN WOOD o FRAMING JOIST (SEE PLAN) PLYWOOD PANEL SHEAR PER PLAN ►t S,0.-NOlCN O�Q�Z ENO SIMPSON RPS STRAP TYPICAL PCUTwAL)1Td N D/ ��F STgN�FSDF / 1/3 OF JOIST DEPTH MAX. i COMPLETELY FLUSH AGAINST THE CONNECTOR TO ALLOW ♦ EDGE NAILING PLAN VIEW WALL TRANSITION O�OM ® EA.R PL.@ EA. UTw/(DE U.N.O. 18. Mi 4! SILL PLATE AT SUPPORT END. NOTES: SPAN MAX. O 5 VERTICAL TRUSS MOVEMENT) , ON PLANS PER NOTCH DEPTH BORED HOLES 1) FOR SOLID SAWN JOISTS, NOTCHED TO BE @ OUTER 1/3 SPAN ONLY. 1"MIN. 1"MIN. NAIL CORNER & ii DETAIL 91SD-2 OVERLAP �� OVERLAP MULTI STUDS EXT. & BRN'G. NON-BRN'G. EXT. & BRN'G. NON BRN'G. 2) MAINTAIN MIN. 6"SPACING BETWEEN NOTCHES/ BORED HOLES. DOUBLE CONT. 2X s I N► R__ BIP STUD SIZE STUD SIZE 0 _ _ ____ �I ___- Bli TOGETHER w/ WALLS WALLS WALLS WALLS WOOD TOP PLATE �� .I� �I. 16d @ 16"o.c. �� 2x4 7/8" 1 7/16" 2x4 1 3/8" 21/8" " _ ___ ___ __ STSHEARWALLSANCHOR 2x6 2 3116" p I `� BOLTS 2x6 1 3/8" 23116" 211�$"2 II .�.� 2xSTUD@ yerjr*-7* e°NOTES: PER PLAN NOTE:2-2x421/8I NON LOAD BEARING, \ NOTE: SHEAR BREAK • & 24"o.c. AT NON o 1. IF NOTCH OR HOLE EXCEEDS 50% OF TOP PLATE WIDTH, STRAP BOTH SIDES OF PLATES. BORED HOLES NOT PERMITTED IN MORE 2-2x6 35116" 3 5116"WOOD STUDS WOOD WALL SCHEDULE) (SEE 1. NAILS SPACED @ 2"o.c. SHOULD BE STAGGERED MIN.1l8". SHEAR WALLS 2. FOR PIPING THRU TOP &SILL PLATES OF SHEAR WALLS, CONTACT E.O.R. THAN TWO CONSECUTIVE DOUBLE STUDS. NOTCH & HOLES IN CONV. JST. IC WOOD JOIST OVER NON -LOAD BEARING WALLS rTYP. 31 FAV \G D-TAE 32 FAV \G 3-TAE 33 FAV \G 3-TAE 34 FAV \G DETAIL 35 FAV \G DETAIL i 3 STRAP HEADER W SIMP. PANEL EDGE NAILING A35 ANCH TOP & HDR—SEE NOTE #1 SHEAR WALL ST6224 CENTER ON DBL TOP ItBOT @EXT WALL I POST HEADER PER PLAN o o HEADER PER PLAN L PLYWOOD SHE THI e - CO ° CONT. 2X DOUBLE L J —I I- TOP PLATE INTERMEDIATE PAN: NAILING >< •• 1411 • T.N. 2X CRIPPLE WOOD 16)16d EA SIDE OF - BLKG SEE NOTE #2 r 7 A35 © EXT WALL — ' HDR WHERE WOOD SHEAR ALL'I 3-16d (4, INT OCCURS HANG HEADER POST W/ SIMPSON HUC OR (2) STUDS SPLICE WALL SHEET TITLE: HANG HEADER TO POST A35F AS — SIMPSON EPC W/ SIMPSON HUC OR (2) '(EA. A35F AS FULL HEIGHT POST, " �� 3 SIDE)_ 48 _ TRIMMER -SEE SIMPSON HUC T T T T T T T T �` 2-10dTOENAIL NOTE FRAM I N G 2X WOOD STUnS #3 EA OR 1 1 1 I I POST PER PLAN PLAN / OR 2-16d END ° ° °. ° ° ° . ° . . ° ° ° ° 0. NAIL 16c1 NAILS 3" O.C. FULL HEIGHT POST @ CONT. 2X SILL PLATE SILL w/ HOEDOWN PER PLAN HDU2 ALTERNATE CONDITION W/ SIMPSON WOOD HEADER n \ DRAW N TRIMMERS TOP UNDER THE PLATE AND STRAP A35 ANGLE v R \ 1 E.C. CORNER � (2) 2X JACK STUDS A35 @ EA CORNER CHECKED 2x @ 16" O.C. _ TO PLATE (2) 2X KING STUDS Y J L DATE 2X BLOCKING PLATE SPLICE SCHEDULE SSTB16 06/04/21 LINE CONNECTION NOTES: SCALE SIMPSON CS16 STRAP, ALL IINES 16 16d EA. SIDE 2x SILL -USE 1. HDR SHALL BE MIN 4x STUD WIDTH) FOR OPENINGS AS NOTED TO RUN HEADER LENGTH AND 3" 2-2x THRU STUDS- 2-2x R S w/A35 16d ©12 O.C. OPENINGS LESS THAN 4' WIDTH. FOR LARGER OPENINGS J o B N O. I.' BEYOND FIRST WOOD STUD THAT EA SIDE STAGG'D USE 1 STUD © INT EA END @ EXT SEE PLAN. ALTERNATE CONDITION W/ IS NOT A JACK OR KIND STUD WALL OPEN'G LESS —FULL HT 2. 2x (STUD WIDTH) SOLID BLKG READ @ CEILING LINE & 8' TRIMMERS UNDER THE WALL OPENING MAX VENT SPACING. SEE SHR WALL DETAILS FOR OTHER HEADERS. ELIMINATE HANGER AND A35F TYP. WOOD HEADER AT SHEAR WALL THAN 5' WIDTH GREATER THAN 6' WIDTH BLOCKING REQMTS. NAIL BLKG w/ 2-16d END NAIL OR 3. PROVIDE T02N2x TRIMMERS @ 4x8 & LARGER HDRS U.N.O. AIL EA END. SHEET 36 FAV \G DETAIL 37 FAV \G DETAIL 38 FAV \G DETAIL 3g FAV \G I- TAIL SD2 To Building Dept. Submittal 06/04/21 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING(S) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. BUILDING ENERGY ANALYSIS REPORT PROJECT: CANADY SFR addition 49641 AVILA iDR LA QUINTA, CA 92253 Project Designer: GABRIEL LUJAN AND ASSOCIATES 77-530 ENFIELD BLGD 1 STE 101 PALM DESERT, CA 92211 760 578-8545 Report Prepared by: TITLE 24 OF THE DESERT SERVICES INC. title24ofthedesert©a gmail.com 760 278.1840, Job Number: 21-GLA-004-1R Date: 4/11/2021 The EnergyPro computer program has been used to perform the calculations summarized In this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2019 Building Energy Efficiency Standards. Thls program developed by EnergySoft Software - www.energysoftoom, TABLE OF CONTENTS Cover Page Table of Contents Form CF1 R-PRF-01-E Certificate of Compliance Form RMS-1 Residential Measures Summary Form MF-1R Mandatory Measures Summary 1 2 3 19 21 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE06/28/2021 BY CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 1 of 16) GENERAL INFORMATION 01 Project Name CANADY RESIDENCE 02 Run Title Title 24 Analysis 03 Project Location 49641 AVILA DR 04 City LA QUINTA 05 Standards Version 2019 06 Zip code 92253 07 Software Version EnergyPro 8,2 08 Climate Zone 15 09 Front Orientation (deg/ Cardinal) 180 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope AdditionAlteration 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft2) 160 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2) 5087 17 Fenestration Average U-factor 0.51 18 Total Cond. Floor Area (ft2) 5247 19 Glazing Percentage (%) 21.03% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Is Natural Gas Available? Yes COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 Building 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 IAQ Ventilation Water Heating Seff Utiiization/Flexibility Credit Compliance Energy Total 7.33 215.95 0 6.26 n/a 229.54 7.95 195.13 0 6.26 0 209.34 -0.62 20.82 0 0 0 20.2 -8.5 9.6 0 n/a 8.8 Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Dete/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 4 of 16) FENESTRATION / GLAZING 01 02. 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. Area (ft1) U-factor U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existing Condition - I Window N - 919 Bark 0 7.5 7.41 I.55.6.1 0.71 Tabl7675 110.6�A 0.6 Ta110�le 6 B Bug Screen Existing No 37102 - 10 Window N - 919 Back 0 3.58 10.2G 0 3G.44 0.71 110.6Tabl�A 0.6 Ta110�le 6 B Bug Screen Existing No 37102 - 10 2 window N - 919 Back 0 3.58 10.26 0 36.44 0.71 110.6eA 0.6 11Tabl0b6 B Bug Screen Existing No 7159825 - H Window N - 919 Back 0 7.13 9.68 1 87.17 0.71 Table 110.6-A 0,6 Table 110.6-9 Bug Screen Existing No 31102 - 9 Window N - 919 Back 0 3.08 10.26 0 31.35 0.71 11a 6eA 0.6 Table110.6 8 Bug Screen Existing No 31102.9 2 Window N - 919 Back 0 3.08 10.26 0 31.35 0.71 Tabl 11I3 6eA 0.5 �B 110.6 Bug Screen Existing No 9880 - 28 Window N - 919 Back 0 9.7 8 0 77.37 0.71 1 Qb`eA 0.6 Tale 11066 B Bug Screen Existing No 8080- 7 Window N - 919 Back 0 8 8 1 64 0.51 1NFRC 0.24 NFRC Bug Screen Altered No 3076 - G Window E - 1269 Right 90 3 7.5 1 22.5 0.71 17 Qb(eA 0.6 Tale 11066 B Bug Screen Existing No 2676 - 8 Window E - 1269 Right 90 2.5 7.51 18.75 0.71 Table 110.6-A 0.6 Table 110.6-8 Bug Screen Existing No 3076 - G 2 Window E - 1269 Right 90 3 7.5 1 22.5 0.71 Tal 11066eA 0.6 Tale 110b6 B Bug Screen Existing No 6030- E Window E - 1269 Right 90 1 18 0.51 NFRC 0.24 NFRC Bug Screen Altered No 2868 - 6 Window E - 1269 Right 90 1 17.77 0.71 11066eA 0.6 11066 B Bug Screen Existing No 4630 • D Window E - 1269 Right 90 1 13.5 0.51 NFRC 0.24 NFRC Bug Screen Altered No 3068 - C Window E - 1269 Right 90 3 6.7 0 20 0.71 Tal 11066eA 0.6 le 1106fi B Bug Screen Existing No Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 7 of 16) OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2) U-factor Status Verified Existing Condition 2668 - 12 5 - 617 16.67 0.2 New n/a OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 Window Overhang Left Fin Right Fin Depth P Dist UpLeft Extent Right Extent FlapHt. Depth p TopUpDist L Bot UpDepth P TopUpDist R Bot Upstatus Verified ExistingExisting Condition Construction 7675 - I 2 0,1 2 2 0 0 0 0 0 0 0 0 0 Exist ing No 37102 -10 15 0.1 15 15 0 0 0 0 0 0 0 0 0 Enlgt No 37102 - 10 2 15 0.1 15 15 0 0 0 0 0 0 0 0 0 E>$t In No 7159825 - H 15 0.1 15 15 0 0 0 0 0 0 0 0 0 En$t No 31102.9 13 0.1 15 15 0 0 0 0 0 0 0 0 0 Exist ing No 31102 - 9 2 15 0.1 15 15 0 0 0 0 0 0 0 0 0 Exist ing No 9880 26 4 0.1 4 4 0 0 0 0 0 0 0 0 0 Exist ins No 8080 - 7 4 0.1 4 4 0 0 0 0 0 0 0 0 0 Aed No Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time; 2021-04-11T21:40:23-07:00 Input File Name; 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 10 of 16) OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 Window Overhang Left Fin Right Fin Depth Dist Up Left Extent Right Extent Flap Ht. Depth Tap Up Dist L Bot up Depth I Top up Dist R Bot Up Status verified Existing Condition Existing Construction 2668-23 2 01 2 2 0 0 0 0 0 0 0 0 0 Exist ing No 3068-C9 2 0.1 2 2 0 0 0 0 0 n 0 0 0 Engt No S040 - K 2 0,1 2 2 0 0 0 0 0 0 0 0 0 Aed No 7010 - J 2 0,1 2 2 0 0 0 0 0 0 0 0 0 E nigt No 7010 - J 2 2 0,1 2 2 0 0 0 0 n 0 0 0 0 Exrigst No 3268 - 3 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Alte No 20515 - M 2 0,1 7 7 0 0 0 0 0 0 0 0 0 Aed No 20105 - N 2 0,1 2 2 0 0 0 0 0 0 0 0 0 red No SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft) Perimeter (fit) Edge Insul. R-vaiue and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition 5087 3 Z1 - 5087 0.1 none 0 0% No Existing No Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 2 of 16) REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Window overhangs and/or fins • Exposed slab floor In conditioned zone • New ductwork added Is less than 40 ft. In length 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 CF2Rs and CF3Rs are 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 Hut Water System Verifications: • -- None -- BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems CANARY RESIDENCE 5247 1 5 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2 21- Conditioned HVAC -1 5087 11 DHW Sys 1 N/A Z2 - Conditioned HVAC •1 160 7 DHW Sys 1 N/A Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name! CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 5 of 16) FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientation Azimuth Width (ft) Height (fit) Mult. Area (ft2) U-factor U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existing Condition 3068 • C 2 Window E - 1259 Right 90 3 6.7 0 20 0.71 11b5eA 0.6 11� 6 B Bug Screen Existing No 3068 C 3 Window E • 1269 Right 90 3 5.7 0 20 0.71 Table 110.6 A 0.6 Table 110.6 8 Bug Screen Existing No 3068 C 4 Window E • 1269 Right 90 3 6.7 0 20 0.71 ale 110b6-A 0.6 Table 110.6-8 Bug Screen Existing No 2668. 2 Window E - 1269 Right 90 2.5 5.7 0 16.67 0.71 Tal 1lgbbeA 0.6 Table 110.6 B Bug Screen Existing No 3068 - C 5 Window E -1269 Right 90 3 6.7 0 20 0.71 110Ta�fieA 0.6 Table B Bug Screen Existing No 3068 - C 6 Window E - 1269 Right 90 3 6.7 0 20 0.71 190b6�A 0.6 Table110.6-8 Bug Screen Existing No 2668.2 2 Window E - 1269 Right 90 2.5 6.7 0 16.67 0,71 Tabl 110.6eA 0.6 Table 110.6.8 Bug Screen Existing No 3068-C7 Window E - 1269 Right 90 3 6,7 0 20 0.71 110Ta�6-A 06 Table110.6-8 Bug Screen Existing No 597542 - B Window 5 - 617 Front 180 5.81 4.16 0 23.95 0.71 Tale 11066 A 0.6 Table 110.6 B Bug Screen Existing No 7325415 - A Window 5 -617 Front 180 7.27 4.12 1 29.98 0.71 Table 110.6-A 0 6 Table 110,6-9 Bug Screen Existing No 3180. 1 Window 5 - 617 Front 180 3 8 1 24.67 0.51 NFRC 0.24 NFRC Bug Screen Altered No 3180- 1 Window 5-617 Front 180 3 8 1 24.67 0.51 NFRC 0.24 NFRC Bug Screen Altered No 3420- 0 Window 5 - 617 Front 180 3.3 2 1 6.66 0.51 INFRC 0.24 NFRC Bug Screen Altered No 77511 - L Window 5. 617 Front 180 7.58 5.91 1 44.8 0.71 Table 110.6-A 0.6 Table 110.6-B Bug Screen Existing No 3076 • G 3 Window W - 1307 Left 270 3 7,5 0 16 0.71 Table 110 6 A 0.6 Table 11.0.6•B Bug 5creen Existing No 2676 - 8 2 Window W - 1307 Left 270 2.5 7.5 1 18.75 0.71 Tale 110b6-A 0.6 Table 110.6 B Bug Screen Existing No Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name! CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 8 of 16) OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 Window Overhang Left Fin Right Fin Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up Status Verified Existing Condition Existing Construction 3076 - G 30 0.1 30 30 0 0 0 0 0 0 0 0 0 Exist ing No 2676-8 30 0.1 30 30 0 0 0 0 0 0 0 0 0 Exist ing No 3076-G2 30 0.1 30 .30 0 0 0 0 0 0 0 0 0 Engt No 3068 - C 2 0 1 2 2 0 0 0 0 0 0 0 0 0 ingt No 3068 - C 2 2 0,1 2 2 0 0 0 0 0 0 0 0 0 Exist No 3068-C3 2 0,1 2 7 0 0 00 0 0 0 0 0 Eingt No 3068-C4 2 0,1 2 2 0 0 CI 0 ii 0 0 0 0 Exist 8 No 2668-2 7 0.1 7 2 0 0 0 0 ll 0 0 0 0 Exist ing No 3068 - C 5 2 0.'1 2 2 0 0 0 0 0 00 0 0 Exist ing No 3068 - C 6 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Exist Ing No 2668 - 2 2 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Exist ing No Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time; 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR-ribd19x CF1R-PRF-01E (Page 11 of 16) SLAB FLOORS 01 02 03 04 OS 06 07 08 09 10 Name Zone Area (ft2) Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition 160 2 Z2 - 160 0.1 none 0 0% No New n/a OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing CaTotal vity avity Ca a Interior / Exterior Continuous R-value U-factor Assembly Layers Def' Wail '78 to'91 Exterior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. R-11 None / None 0.11 Inside Finish: Gypsum Board Cavity / Frame: R-11 / 2x4 Exterior Finish: 3 Coat Stucco R-13 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. g 1 ; None / None 0.101 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Exterior Finish: 3 Coat Stucco Def Roof'78-20131 Cathedral Ceilings Wood Framed Ceiling 2x4 @ 16 in. 0. C. 1i 10 None / Non, 0.061 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-19 / 2x4 Inside Finish: Gypsum Board Def' Wall '78 to'911 Interior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. I; I I R-13 None / Nu a 01099 inside Finish: Gypsum Board Cavity / Frame: R-11 / 2x4 Other Side Finish: Gypsum Board R-13 Wail - G interior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. None / None 0.092 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Other Side Finish: Gypsum Board Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 3 of 16) OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation z Grass Area Utz) Wlndow and Door Area (ft2} Tilt de (deg) Wall Exceptions p Status Verified Existing Condition N - 919 21 - Def' Wall '78 to'91 0 Back 919 419.738 90 nore Existing No E - 1269 Z1 - Def' Wall '78 to'91 90 Right 1269 286.349 90 none Existing No 5-617 Z1 - Def' Wail '78to'91 180 Front 617 171.406 90 none Existing No W - 1307 21 - Def' Wall'713 to'91 270 Left 1307 176.52 90 none Existing No N - 21 22 - R-13 Wall 0 Back 21 0 90 none New n/a W - 40 Z2 - R-13 Wail 270 Left 40 0 90 none New n/a TO GARAGE 21 - Def' Wall '78 to'911 n/a n/a 300 0 n/a Existing No TO GARAGE 2 Z2 - R-13 Wall - 6 n/a n/a 100 0 n/a New n/a TO GARAGE 3 22 - R-13 Wall - G n/a n/a 100 0 n/a New n/a TO GARAGE 4 Z2 - R-13 Wall - G n/a n/a 100 0 n/a New n/a 5087 2 21 - Def Roof'78-2013 n/a n/a 5021 n/a n/a Existing No 160 Z2 - R-38 n/a n/a 160 n/a n/a New n/a OPAQUE SURFACES - CATHEDRAL CEILINGS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Zone Construction Azimuth Orientation Area (ft) Skylight Area (ft2) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Status Verified Existing Condition Existing Construction 5087 Z1 Def Roof '78.20131 0 Back 66.1 66 4 0.1 0,85 Na Existing No ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Z1 • Attic RoofZ1 - Ventilated 4 0.1 0.85 No No Existing No Attic Z2 - Attic RoofZ2 - Ventilated 4 0.1 0.85 No No New n/a Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 6 of 16) FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. Area (ft2) U-factor U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existing Condition 3076- G 4 Window W - 1307 Left 270 3 T.S 0 .16 0.71 Table 110.6-A 0.6 Table 110.E-B bug Screen Existing No 3068 - C $ Window W • 1307 Left 270 3 6.7 0 20 0.71 T.tblr. 11C.6-A 0.6 Table 110.6-13 Bug Screen Existing No 2668 - 2 3 Window W - 1307 Left 270 2.5 6.7 0 16.67 0.71 lTable d 6 A 0.6 1Table b 6 B Bug Screen Existing No 3068 - C 9 Window W • 1307 Left 270 3 6.7 0 20 0.71 Table 110 6-A 0.6 Table 110.6-6 Bug Screen Existing No 5040 - K Window W - 1307 Left 270 5 4 1 20 0.51 1NFRC 0.24 NFRC Bug Screen Altered No 7010 • J Window W • 1307 Left 270 7 1 1 7 0.71 Table 110.6-A 0.6 Table 110 6-B Bug Screen Existing No 7010 - J 2 Window W - 1307 Left 270 7 1 1 7 0.71 Table 110 6 A 0.6 1�4 le B Bug Screen Existing No 3268 - 3 Window W - 1307 Left 270 3.16 6.7 0 21.11 0.51 NFRC 0.24 NFRC Bug Screen Altered No 20515 - M Window W- 1307 Left 270 2 5.13 0 10.25 0.51 NI -RC 0.24 NFRC Bug Screen Altered No 20105 - N Window W - 1307 Left 270 2 1.87 1 3.75 0.51 NFRC 0.24 NFRC Bug Screen Altered No 4040 SKLTt Skylight 5087 Back 0 1 16 0.71 110�6 !1 0.5 1� able B None Existing Na 3030 SKLTt Skylight 5087 Back 0 1 9 0.71 Table 110.6-A 0.6 Table 110.6-8 None Existing No 3030 SKLTt 2 Skylight 5087 Back 0 1 9 0.71 Table 110.6-A 0.6 Table 110.6-B None Existing No 4040 5KLTt 2 Skylight 5087 Back 0 1 16 0.71 Table 110 6-A 0.6 Table 110.6-B None Existing No 4040 SKLTt 3 Skylight 5087 Back 0 1 16 0.71 1� ab6 A 0.6 1�4 le B None Existing No Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 9 of 16) OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 Window Overhang Left Fin Right Fin Depth Dist Up Extent Right Extent Flap Ht. Depth Top Up Dist L Sot Up Depth Top Up Dist R Bot Up Status VerifiedLeft Existing Condition Existing Construction 3068 - C 7 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Exist ing No 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Exist ing No 7325415-A 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Exist ing No 3180 -1 8 0.1 8 8 0 0 0 0 0 0 0 0 0 lte red A No 3180-1 8 0.1 8 0 cl 0 0 0 0 0 0 0 te red No 3420- 0 8 0.1 8 8 0 n n 0 0 0 n n 0 Ared No 77511- L 2 0.1 2 2 0 12 n u 0 0 I; I 0 Exti$t No 3076-G3 2 0.1 2 2 0 0 l 1. 0 0 12 tl u 0 0 Exist 8 No 2676-82 2 0.1 2 2 0 0 it 0 0 (1 0 0 0 Exist No 3076-G4 2 0.1 2 2 0 0 0 0 0 0 E �ist No 3068 - C 8 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Exist Ing No Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 Calculation Date/Time: 2021-04-11T21:40;23-07:00 input File Name: 1R - 004 - 49641 AVILA DR,ribd19x CF1R-PRF-01E (Page 12 of 16) OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Attic R❑ofZ1 - Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C. R-0 None / None 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck; Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Attic RoofZ2 - Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C. R-0 None / None 11IA,I Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Def Roof '78-2013 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O. C. R-19 None / None 0.049 Over Ceiling Joists: R-9.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board R-38 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C. R-38 None / None 0,0? Over Ceiling Joists: R-28.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required n/a Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 GLA DESIGN GROUP LLC. A JOINT VENTURE WITH: GABRIEL LUJAN ASSOCIATES DRAFTING • DESIGN • LAND PLANNING GABRIEL LUJA\ PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, STE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX:(760) 674-8100 EMAIL- glujan@gladesigngroup.com qa4:°11 Gabriel Lu?an These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP NO. REVISIONS DATE ABUILDING DEPT. PLAN CHECK 05.18.2 1 0 u. 43 SHEET TITLE TITLE 24 DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER T24 JOB N o. PD-0224-2K21 Printed On: 06/04/21 THESE DRAWINGS ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY GABRIEL LUJAN & ASSOCIATES. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING11 S ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF GARLAND LUJAN & ASSOCIATES THESE DRAWINGS REPRESENT A PRELIMINARY DESIGN UNTIL THE DESIGNER HAS AFFIXED SIGNATURE. GARLAND LUJAN & ASSOCIATES SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 13 of 16) WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 Name system Type Distribution Type Water Heater Name (tt) Solar Heating System Compact Distribution HERS Verification Status Verified Existing Condition Existing Water Heating System DHW Sys 1 Domestic Hot Water (DHW) Standard Distribution System DHW Heater 1 (1) n/a None n ' d Existing No WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Heating Element Type Tank Type # of Units Tank Val. (gal) Energy Factor or Efficiency Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate NEEA Heat Pump Brand or Model Tank Location or Ambient Condition Status Verified Existing Condition DHW Heater 1 Gas Small Storage 1 50 0.57-EF .:= 7 kLttu/hr 0 78 n/a n/a Oa Existing No WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Central DHW Distribution Shower Drain Water Heat Recovery DHW Sys 1- 1/1 Not Required Not Required Not Required None Not Required Not Required Not Required Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21.41.25 Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R -004 -49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 16 of 16) DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name! Documentation Author Signature: Company: TITLE 24 OF THE DESERT SERVICES INC. Signature Date: 411112021 Address: title24ofthedesekt©gmail.Gom CEA/ HERS Certification Identification In applicable;: City/State/Zip: 760 278-1840, Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT 1 certify the following under penalty of perjury, under the laws of the State of California: 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design Identified on thls Certificate of Compliance. Z. I certify that the energy features and performance specifications Identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: GABRIEL LUJAN Responsible Designer Signature: gated ..doieut Company: GABRIEL LUJAN AND ASSOCIATES Date Signed: ABRIL 11, 2021 Address: 77-530 ENFIELD BLGD 1 STE 101 License: City/State/zip; PALM DESERT, CA 92211 Phone: 760 578-8545 Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 CITY OF LA QU I NTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE06/28/2021 BY I F CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-04-11T21:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribdl9x CF1R-PRF-01E (Page 14 of 16) SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Heating Equipment Count Canting Equipment Count HVAC •1 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- HEATING UNIT TYPES 01 02 03 04 Name System Type Number of Units Heating Efficiency Heating Component 1 Central gas furnace 1 AFUE-78 HVAC - COOLING UNIT TYPES 01 02 03 04 OS 06 07 08 Name System Type Number of Units Efficiency EER/CEER Efficiency SEER Zonally Controlled Mulit-speed Compressor HERS verification Cooling Component 1 Central split AC 1 9.6 9.7 Not Zonal Single Speed Cooling Component 1-hers-cool HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Duct Ins. R-value Duct Location Surface Area Name Type Design Type Supply Return Supply Return Supply Return Bypass Duct Duct Leakage HERS Verification Status Verified Existing Condition Existing Distribution system New Ducts 40ft Air Distributi on System 1 Unconditioned attic Non- Verified R-6 R-r6 Attic Attic n/a n/a No Bypass Duct Existing (not specified) Air Distributi on System Existing g -1- New No n/a n/a Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 CERTIFICATE OF COMPLIANCE Project Name: CANADY RESIDENCE Calculation Description: Title 24 Analysis Calculation Date/Time: 2021-04-11721:40:23-07:00 Input File Name: 1R - 004 - 49641 AVILA DR.ribd19x CF1R-PRF-0IE (Page 15 of 16) HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 r 07 08 09 10 11 12 13 14 15 16 Duct Ins- R-value Duct Location Surface Area Name Type Design Type Supply Return Supply Return Supply Return Bypass Duct Duct Leakage HERS Verification Status Verified Existing Condition Existing Distribution system New Ducts 40 ft 1-hers- dist HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (watts/CFM) HVAC Fan 1-hers-fan Not Required 0 HERS RATER VERIFICATION OF EXISTING CONDITIONS PROJECT NOTES - ALL EXISTING AND PROPOSED INPUT DATA USED IN THIS REPORT WAS PROVIDED BY THE PLANS PREPARER. -- LOAD CALCULATIONS AND AC SIZING EQUIPMENT SHALL RE VERIFIED BY THE AC CONTRACTIOR PRIOR TO PLACEMENT OF ITS ORDER. -- AC EQUIPMENT'S EFFICENCY SHALL BE EQUAL (OR BETTER ) THAN REQUIRED BY THIS REPORT. -- ANY ALTERATION OR DEVIATION FROM THIS REPORT WILL BE GENERAL CONTRACTOR'S RESPONSABILITY. Registration Number: CA Building Energy Efficiency Standards - 2019 Residential Compliance RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name CANADY SFR addition Building Type 2 Single Family 0 Addition Alone 0 Multi Family RI Existing+Addition/Alteration Date 411112021 Project Address 49641 AVILA DR LA QUINTA California Energy Climate Zone CA Climate Zone 75 Total Cond. Floor Area 5,247 Addilion 160 # of Units 1 INSULATION Area Construction Type Cavity (ft2) Special Features Status Roof Wood Framed Attic R 19 5, 021 Existing Slab Unheated Slab -on -Grade - no insulation 5,087 Perim = 0' Existing Well Wood Framed R 11 499 Existing Wall Wood Framed R 11 983 Existing Well Wood Framed R 11 446 Existing Door Opaque Door R-5 17 New Wall Wood Framed R 11 1,130 Existing Demising Wood Framed R 11 300 Existing FENESTRATION 1 Total Area: 1,f03 Glazing Percentame: 21.046 New/Altered Average U-Factor: 0.51 Orientation Area(ft) U-Fac SHGC Overhang Sidefins Exterior Shades Status Skylight 421,7 0,710 0.80 none none NIA Existing Rear (N) 64.0 0.510 0.24 4.0 none NIA Altered Right (E) 63.8 0.710 0.60 30.0 none NIA Existing Right(E) 31.5 0.510 0.24 none none NIA Altered Right (E) 17.8 0.710 0.60 none none NIA Existing Right(E) 173.3 0.710 0.80 2.0 none NIA Existing Front (,S) 98-7 0-710 0.60 2.0 none NIA Existing Front (S) 56.0 0.510 0.24 8.0 none NIA Altered Leff (W) 121.4 0.710 0.60 2.0 none NIA Existing Left (W) 55,1 0.510 0.24 2.0 none NIA Altered HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78% AFUE Split Air Conditioner 9. 7 SEER Setback Existing HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status HVAC - Ducted Ducted Attic 8.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EneroyPro 8.2 by EnergySclt User Number.' 20648 ID: 21- GLA - 004 - IR Page 19 of 24 2019 Low -Rise Residential Mandatory Measures Summary § i50.00)3A; Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least flee feet (ram the outlet of any dryer Liquid Line Drier. Air conditioners and heel pump systems must be equipped viith Liquid line fllterdders if required, as specified by the 150.0 § {h36: manufacturers instructions. Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage Tanks for solarwater-heating systems, must have § 150.0 j}1: a minimum of R-12 external insulation or R-I8 internal insulation where the internal insulation R-value is indicated on the exteror of the tank. Water Piping, Solar Water -heating stem Piping, and Space Conditioning System Line Insulation. All domestic hot water i must A 9. 9� Arn9" P 9 Y piping be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions must have a minimum insulation wall thickness of one inch or a minimum insulation R-value of 7.7: the first five feetof cold water pipes from the storage tank; all hot § 150.00)2A water piping with a nominal diameter equal to or greater than 3/4 inch and less than one inch; all hot water piping with a nominal diameter less than 314 inch that is: associated with a domestic hot water recirculation system, from the heating source to storage tank or between tanks. buried below grade, and from the heating source to kitchen fixtures.' Insulation Protection. Pipine insulation must be protected from damage. including in that due to sunlight, moisture, equipment maintenance and wind as required by Section 120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). § 150,0(j)3: Insulation covering chilled water piping and refrigerant SuCIion piping located outside the conditioned some must include, Of be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non -crushable easing or sleeve. Gas or Propane Water Healing Systems, Systems using gas or propane water heaters to serve individual dwelling units must include all of the following; A dedicated 125 volt, 20 amp electrical receptacle connected to the electric panel with a 1201240 volt 3 conductor, 10 AWG copper branch circuit, wil tin three feet of the water heater without obstruction. Both ends of the unused conductor must be labeled with the § 150.0(n)1: word "spare" and be electrically isolated. Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker for the branch circuit and labeled with the words "Future 240V Use" a Category III or IV vent, or a Type B vent with straight pipe between the outside termination and the space where the water heater is installed; a condensate drain that is no more than two inches higher than the base of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at east 200,000 Btu per hour. i 150.0 n 2: RecirculatingLoops. Recirculating loopsservingmultiple units must meal the requirements of 110.3 c 5. P 9dwelling§ (} Solar Water -heating Systems. Solar water -healing systems and collectors must be certified and rated by the Solar Rating and Certification § 154 0(n}3: Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the Executive Director, Ducts and Fans Measures: Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMG), If a § 110.8(d)3: contractor installs the Insulation, the contractor must certify to the customer, In writing, that the insulation meets this requirement CMC Compliance. All air -distribution system ducts and plenums must meet the requirements of the CMC §§ 601,0, 602.0, 603.0, 604,0, 605.0 and ANSIISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and retum-air ducts and plenums must be insulated to a minimum installed level of R-6 0 or a minimum installed level of R-4.2 when ducts are entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4,3,8). Portions of the duct system completely exposed and surrounded by directly conditioned space are not required to be insulated. Connections of metal ducts and inner core of flexible ducts must be § 150A(m)1: mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than Inch, the combination of mastic and either mesh or tape must be used, Building cavities, support platforms for air handlers, and plenums designed or constructed with materiels other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities end support platforms must not be compressed to cause reductions in the cross -sectional area.' Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must complywith applicable requirements for: pressure -sensitive tapes, § 150.0(m)3: mastics, sealants, and other requirements specified for duct construction. § 150 0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § 150.0(m)8: manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipment maintenance, and wind, Insulation exposed § 150.0(m)9: to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. § 150,0(m)10: Porous Inner Core Flex Duct. Porous inner core flax ducts must have a non -porous layer between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field vedflcation and diagnostic testing, in accordance with § 150.0(m)11 and Reference Residential Appendix RA3, Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or § 150.0(m)12: equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Pressure drops and labeling must meet the requirements In §150.0(m)12. Filters must be accessible for regular service.' Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be a 350 CFM § 150.0(m)13: per ton of nominal cooling capacity, and an air -handling unit fan efficacy s 0.45 watts per GEM for gas furnace air handlers and 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow a 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy s 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3.' Registration Date/Time: Report Version: 2019.1.300 Schema Version: rev 20200901 HERS Provider: Report Generated: 2021-04-11 21:41:25 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name CANADY SFR addition Budding Type 2 Single Family 0 Addition Alone 0 Multi Family RI Existing+Addition/Alteration Date 411112021 Project Address 49641 AVILA DR LA QUINTA California Energy Climate Zone CA Climate Zone 15 Total Cond. Floor Area 5,247 Addilion 160 # of Units 1 INSULATION Area Construction Type Cavity (ft) Special Features Status Roof Wood Framed Attic R 38 160 New Stab Unheated Slab -on -Grade - no insulation 160 Perim = 0' New Well Wood Framed R 13 61 New Demising Wood Framed R 13 300 New FENESTRATION Total Area: 1,103 Glazing Percentage: 21.046 New/Altered Average U-Factor: 0.51 Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qt . T •e Gallons Min. Eff Distribution Status EneroyPro 8.2 by EnergySoft User Number: 20648 ID: 21- GLA - 004 - IR Page 20 of 24 2019 Low -Rise Residential Mandatory Measures Summary Requirements for Ventilation and indoor Air Quality: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation 150A 01: § (} and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(0)1. Single Family Detached Dwelling Units. Single family detached dwelling units, and attached dwelling units not sharing ceilings or floors with § 150.0(o)1C: other dwelling units, occupiable spaces, public garages, orcomrnercial spaces must have mechanical ventilation airflow provided at rates determined ASHRAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in 150.0(01C. by Ae § Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in aceordar1ce with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. Ira balanced § 150.0(o)1 E: system is not used, all units in the !wilding must use the same system type and the dwelling -unit envelope leakage must be c 0.3 CFM at 50 Pa (0.2 inch water) per square foot of dwelling unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.8. Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units must be balanced to provide F• ventilation airflow for each dwelling unit served et a rate equal to orgreater than the rate specified byEquation 150.0-B. All unit airflows must be 150.0 a 1 .a § (} 4 q P q within 20 percent of the unit with the lowest airflow rate as It relates to the Individual unit's minimum required airflow rate needed for compliance. § 150.0(0)1 G: Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASHRAE 62.2. Field Verification and Diagnostic Testing. Dwelling unit ventilation airflow must be verified In accordance with Reference Residential § 150.0(0)2: Appendix RA3.7. A kitchen range hood must be verified In accordance with Reference Residential Appendix RA3.7.4,3 to confirm it is rated by HVI to comply with the airflow rates and sound requirements as specified in Section 5 and 7.2 of ASHRAE 62.2. Pool and Spa Systems and Equipment Measures: Certification by Manufacturers. Any pool or spa heeling system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a); that complies with the Appliance Efficiency Regulations; an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heetinq.' Piping. Any pool or spa heating system or equipment must be installed with al least 36 'inches of pipe between the filter and the heater, or § 110.4(b)1: dedicated suction and retum lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b}2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that § 110.4(b)3: will allow all pumps to be set or programmed to run only during off-peak electric demand Rhode § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot fight. Pool Systems and Equipment Installation, Residential pool Systems or equipment must meet the specified requirements for pump sizing, flow § 150.0(p): rate, piping, filters, and valves.' Lighting Measures: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements 5110.9: of§110.9.' § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A. Blank Electrical Boxes. The number of electrical boxes that are more than five Feet above the finished floor and do not contain a luminaire or § 150.0(k)1 B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed control, Recessed Downright Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) § 150,0(k)1 C: labeling; air leakage; seating; maintenance; and socket and light source as described in § 150.0(k)1C. Electronic Ballasts for Fluorescent Lamps. ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an § 150,0(k)1 D: output frequency no less than 20 kHz. § 150.0(k)1 E Night Lights, Step Lights, and Path Lights. Night lights, step lights and path lights are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided they are rated to consume no more than 5 watts of power and emit no more than 150 lumens. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) § 150.0(k)1 F: must meet the applicable requirements of § 150,0(k).' § 150.0(k)1 G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JAB: § 150.0(k)1H: Light Sources In Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Light Sources In Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to § 150.0(k)11: comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically rum the lighting off when the drawer, cabinet or linen closet is closed. § 150.4(k)2A; Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150,0(k)2B: Interior Switches and Controls, Exhaust fans must be controlled separately from lighting systems.' Interior Switr:ttes and Controls, Lighting must have readily accessible wall -mounted controls that allow the fighting to be manually § 150.0(k)2C: turned ON and OFF.' § 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturers instructions. Interior Switches and Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the control is installed to § 150.0(k)2E: comply with § 150.0(k). § 150,0(k)2F; Interior Switches and Controls. Lighting controls must comply with the applicable requirements of § 110.9. 2019 Low -Rise Residential Mandatory Measures Summary hl07E: Low-rise residential buildings subject to the Energy Standards must comply with a!f applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. 'Exceptions may apply. (011202e Building Envelope Measures: Air Leakage. Manufactured fenestration, extenordoors. and exterior pet doors must limit air leakage to 0.3 CFM per square toot or less § 110.6(a)1: when tested per NFRC-400. ASTM E283 orAAMANVDMNCSA 1011IS.21A440-2011.' § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). Field fabricated exterior doors and fenestration producls must use U-factors and solar heat gain coefficient {SHGC) values from Tables § 110.6(b): 110.6A,110.6-B, orJA4.5 for exterior doors. They must be caulked andlor weather-stripped,' Air Leakage. Ail joints. penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, § 110.7: gaskeled, Or weather stripped. § 110 8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing § 110.6(i): material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1 R. § 110.8(j): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs, Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U-factor must not exceed 0.043. Minimum R-19 or weighted average U-factor of 0.054 or less In a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanics'' fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a Continuous roof or ceiling which is sealed to limit infiltration and exflltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling.' § 150.0(b): Loosteffll Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a Li -factor of 0.102 or less, or R-20 in 2x6 inch wood framing or § 150.0(c): have a U-factor of 0,071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B.' § 150,0(d): Raised -floor Insulation, Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-faetor.- Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without § 150.0(f): facings, no greaten than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor § 150.0(g)1: retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class l or Class II vapar retarder must be installed on the conditioned space side of all § 150.0{9)2: insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a § 150.0(q}: maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0 58.' Fireplaces, Decorative Gas Appliances. and Gas Log Measures: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Closable Doors. Masonry ar factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area § 150.0(e)2: and is equippedwith a readily accessible, operable, and tight -fitting damper or combustion -air control device,' § 150.0{e)3: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' Space Conditioning, Water Heating, and Plumbing System Measures: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated § 110.0-§ 110.3: appliances must.be certified by the manufacturer to th.e.California.Energy Commission.' § 110 2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-K.' Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(h): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating Is higher than the cut -on temperature for supplementary heating, and the cutoff temperature for compression heating is higher than the cut-off temperature for supplementary heating,' Thermostats. All (heating or cooling systems not controlled by a central energy management control system (EMCS) must have a § 110.2(d): setback thermostat.' Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must § 110.3(c)4: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 110.3(c)4. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose § 110.3(e)6: bibbs or other fittings an both cold and hot water lines to allow for flushing the water heater when the valves are closed. Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances (except § 110.5: appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters' Building Cooling and Heating Loads. Heating and/or cooling loads are calculated In accordance with the ASHRAE Handbook, § 150.0(h)1: Equipment Volume. Applications Volume. and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. 2019 Low -Rise Residential Mandatory Measures Summary Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with control requirements if iL- § 150.0(k)2G: provides functionality of the specified control according to § 110.9; meets the installation Certificate requirements of § 130.4; meets the EMCS requirements of § 130.0(e); and meets all other requirements in § 150.0(k)2. Interior Switches and Controls. A multisoeee programmable controller may be used to empty v ith dimmer requirements in § 150.0(k) if it § 150.0(k)2K: provides the functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in § 150.0(k)2. Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of These spaces must § 150-0(k)21: becontcontrolled by an occupant sensor or avacvacancy sensor provrding automa bc-off functionality. If an occupant sensoris inetafied, it reuse be initially configured to manual -on operation using the manual control required under Section 150.0(k)2C. Interior Switches and Controls. Luminaires that are or contain light sources that meet Reference Joint Appends JA8 requirements for § 15Q.0(k)2J: dimming, and That are not controlled by occupancy or vacancy sensors, must have dimming oonlrols.' § 150.0(k)2K: Interior Switches and Controls. Under cabinet lighting must be controlled separately from oedingenstalled lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other 150.4 k 3A: buildings on the same Id,must meet the requirement in item 150.4 k 3Ai(ON and OFF switch and the requirements in either § (} 9q § () ) q § 150.0(k)3Aii (photocell and either a motion sensor or automatic time switch control) or § 150.0(k)3Aiii (astronomical time clock), or an EMCS. Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting for private patios, entrances, § 150.0(k)3B: balconies, and porches; and residential parking lots and censor's with less than eight vehicles per site must comply with either § 150.0(k)3A or with the applicable requirements in Sections 110.9,130.0, 130.2,130.4,140.7 and 141,0, Residential Outdoor Lighting. For low-rise residential buildings With four or more dwelling units, any outdoor lighting for residential parking lots § 150.0(k)3C: or carports with a total of eight or more vehicles per site and any outdoor lighting not regulated by § 150.0(k)3B or § 150.0(k)30 must comply with the applicable requirements in Sections 110,9, 130.0, 130.2, 130.4, 140.7 and 141.0. internally Illuminated address signs. Internally Illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of § 150.0(k)4: power as determined according to § 130.0(c). Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the 150.0 5: § k (} applicable requirements for nonresidential garages in Sections 110.9,130.0,130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior § 150,0(k)6A: common area in a single building equals 20 percent or less of the floor area, perrnanently Installed lighting for the interior common areas in that building must be comply with Table 150.0-A and be controlled by an occupant sensor. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting for the interior common areas in that building must: § 150.0(k)6B: i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.8 and 141.0; and ii. Lighting installed In conidors and stairwells must be controlled by occupant sensors that reduce the fighting power in each space by at least 50 percent The occupant sensors must be capable of tuming the light fully on and off from all designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with 10 or more single family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed Complete and approved by the enforcement agency, which do not have a photovoltaic system instalted, must comply with the requirements of & 110.10(b) through 5110.10(e). Low-rise Multifamily Buildings. Low-rise multi -family buildings that do not have a photovoltaic system installed must comply with the § 110.10(a)2: requirements of § 110.10(b) through § 110.10(d). Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other palls of Title 24 or in any requirements adopted by a Local jurisdiction, The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with § 110.10(b)1: roof areas greater than 10,000 square feel For single family residences. the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building. or on the roof or overhang of another structure located within 250 feel of the building, or on covered parking installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. The solar zone requirement is applicable to the entire building, including mixed occupancy.' § 110.10(b)2: Azimuth. All sections of the solar zone located on steep -sloped roofs must be oriented between 90 degrees and 300 degrees of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof § 110.10(b)3A: mounted equipment.' _ Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the t.§ 110.10(b)3B: distance, measured In the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of _ the nearest point of the solar zone, measured in the vertical plane.' Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof § 110.10(b)4: dead load and roof eve load must be clearly indicated on the construction documents. Interconnection Pathways, The construction documents must inchoate: a location reserved for inverters and metering equipment and a § 110,10(c): pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single family residences and central waterheating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system. Documentation. A copy of the Construction documents or a comparable document indicating the information from § 110.10(b) through § 110.10(d}: § 110.10(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110,10(e)2: breaker for a future solar electric installation. The reserved space must be permanently marked as "For Future Solar Electric'. 4 GLA DESIGN GROUP LLC. A JOINT VENTURE WITH: GABRIEL LUJAN ASSOCIATES DRAFTING • DESIGN • LAND PLANNING GABRIEL LUJA\ PRINCIPAL DESIGNER 77-530 ENFIELD LN. BLDG. I, STE. 101 PALM DESERT, CA. 92211 CELL:(760) 578-8545 FAX:(760) 674-8100 EMAIL- glujan@gladesigngroup.com lajninj Gabriel Luton These drawings are an instrument of service and remain the property of GLA DESIGN GROUP. They are not to be reproduced or altered to any third party without the express written permission of GLA DESIGN GROUP NO. REVISIONS DATE BUILDING DEPT. PLAN CHECK 05.18.2 I O 43 1 SHEET TITLE TITLE 24 DRAWN G.L.A. CHECKED G.L.A. DATE MARCH 2021 SCALE AS NOTED SHEET NUMBER T24.1 JOB No. PD-0224-2K21 Printed On: 06/04/21