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Home My WebLink AboutCDP 2020-0046; DECHAMPLAIN ADU; Administrative DeterminationASCE 7-16 SEISMIC/WIND DESIGN VALUES Risk Category Ris< Category of Building .............................................. , ........ II Seismic Importance Factor..................... .. ...... 1 ASCE 7-16. Page 2, Table 1.5-1 ASCE 7-16, Page 5, Table 1.5-2 Gridded s nd ues ASCE 7-16 standard ASCE 7-16 Table 7-10114-1 (Max. Ground Motio , 5% Damping) Location.................. . .. •.... ... ..... . . ... .. . . ................... 917 Orchid Way, Carlsbad, CA 92011 Lat!ude ........................................... , ................................... 33.1010750 deg North Longirude ...................................................................•....... -117.3038795 deg West Ss ... , ................ ., ................................................... , ............ 1.091 g, 0.2sec response S1 ..................................................................................... 0.3920 g, 1.0 sec response Site Class, Site Coefficient. and Design Category Site CDassification (Shear Wave Velocity 600 to1,200 ttsec} ............ D Site Coefficient Fe---•·······-·····--··········-··"··················----························· 1 ·064 Sll:e Coefficient Fv ............................. 1.99 Maximum Considered Earthquake Acceleration Sr,,is ..................... 1. 1-6 rv'laxlrrum Considered Earthquake Accelera1ion SM1 .•.•..••••.••....••..• 0.781 Design Spectral Acceleration Sos ............................................. 0. 774 Design Spectral Acceleration S01 ...........•.•..............................•. 0.521 Seismic Design Category ... , ..................................................... D ASCE 7-16, Table20.3-1 ASCE 7-16, Table 11.4-1 ASCE 7-16, Table 11.4•2 ASCE 7:16, Eq. 11.4•1 ASCE 7.16, Eq.11.4-2 ASCE 7.16, Eq. 11.4-3 ASCE7.16, Eq.11.4-4 ASCE 7.16, Table 11.6•1 & 11.6-2 Resisting system ASCE 7-16, Table 12.2-1 Basic Seismic Force Res~ting System ...................................... Bearing: Vi.tall System Response Modification co·efficient" R" ..................................... 7.00 System Overstrength Factor"Wo· ............................................. 2.00 Deflection Amplification Factor "G.:r........................... . .... 4.50 *SeeASCE 7-16, Section 11.4.8 NOTE! See ASCE 7-16 for all appffcab/e fuolnotes. Redundancy Factor Redundancy Factor p ..................... . Lateral Force Procedure Used Equivalent. Lateral Force Procedure . .......... 1.3 ASCE7-16, Section 12.3.4 ASCE7-16, Section 12.8.2 ASCE 7-16, Section 12.8 Determine Building Period Use ASCE 12.8•7 Structure· Type for Building Period Calculation ........................... All Other Structural Systems 40Ct" value ...................... ,. ................... ,., ............................... 0.020 1':C' varue ............................................................................. 0.75 "hn'·; Height from base to highest IOYel .................... , .............. 13.5 it. "Ta·Approximatefundamental period ..•................................... 0.141 sec. ASCE 7-16, Eq.12.8-7 ''TL~ long-period transition perioci .......................................... 8.000 sec. ASCE 7-16, Maps22-12-> 22•16 Soo Calculation of Seismic Respon•e Coefficient (Per ASCE 7-16, Eq. 12.8.2) •.........•......................... Cs = -= 0.1077 {R+I) Cs (1.3) CW) CalculationofSeismicBaseShear. ............................................................................ V =---<= 0.100W Wind Design Data Ultimate V\/ind Speed ......•......................••.....................•....... 95 mph Nominal Wind Speed .................................... Vas,= V,wl0.6) <= 75 mph Topographic Factor (K,u ....•.......•.......... ., ............................ 1.00 Exposure Category ............ __ ........ , .... "" ................................ B Wind RiskCategory ............................................................. 11 tntemal Pressure Coefficient, (GCPl) ........................................ 0.18 Roof Li<e Load ............ .,................ ......... . ....................... 20 psf I I I I I I I I I I 1.4 ASCE 7-16, Figure26.5-1A ASCE 7-16, Figure 26.8 ASCE26.7.3 ASCE 7-16, Table 1.5-1 ASCE 7-16 Table 26.11-1 I I I I I I I I I I I I I • ,__ I / E 6' HT WOOD FE CE L _______ _ I I I BMP LEGEND DIRECTION OF LOT DRAINAGE -)-'> ) TEMPORARY RUNOFF CONTROL BMPs: I SS-2 i PRESERVATION OF EXISTING ~PEV~PEV~ MATERIALS & WASTE MANAGEMENT BMPs: ~~ VEGETATION WM-1 I MATERIALDELIVERY&STORAGE I SS-6 11 SS-8 ISTRAWORWOODMULCH~s;w~s;w WM-4 I SPILLPREVENTIONANDCONTROL ISS-10 I ENERGYDISSIPATOR ~ WM-8 I CONCRETEWASTEMANAGEMENT I SC-1 I SILT FENCE ■ ■ WM-5 I SOLIDWASTEMANAGEMENT I SE-5 I FIBERROLLS -FR-FR- WM-9 I SANITARYWASTEMANAGEMENT I SC-6 I I SC-8 I GRAVELORSANDBAGS = WM-6 I HAZARDOUS WASTE MANAGEMENT ! TE-1 I STABILIZED CONSTRUCTION ENTRANCE ~ SOURCE CONTROL BMPs: SD-1 MAINTAIN NATURAL DRAINAGE SD-3 I MINIMIZE IMPERVIOUS AREAS SD-5 I IMPERVIOUS AREA DISPERSION SD-7 I LANDSCAPE WITH NATIVE OR DROUGHT TOLERANT SPECIES SITE DESIGN REQUIREMENTS I SC-3 OUTDOOR MATERIALS STORAGE AREA I SC-4 I SC-5 PROTECT MATERIALS IN OUTDOOR AREAS PROTECT TRASH STORAGE AREAS CLEAN OUT I I I I I SD-1 11 SC-1 I I SD-3 11 SC-3 I I SD-5 I I SC-4 I I SC-7 11 SC-5 I I SE-5 11 SE-5 I I I I I I I I I I I I I I I I I I I I I ~ ~-~~ ~ EXISTING CONG PATIO ~ -- ~ ~ I I I I I I I I UTLETFOREV GING STATION R R/PANEL CTORS AM R/PANEL EDI. ATED 40A REAKERFOR V R DY C ARGING I I I I WM-1 I I WM-4 I. I WM-8 I I WM-5 I I WM-9 I I WM-6 I I / I I I I I I ~ co <O I-C') 0 ,-.: ...J -~ ~ __j ~ a.: fE 6: Cl) (.!) ~ Cl) [;') LL 0 L!J ~ " ...J 2'-6" 0 • ~ FUTURE 6KWdc SOLAR PANEL LOCATION ~SITE PLAN SCALE: 1/8" = 1' GENERAL NOTES 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO BRIAN ENRIGHT DESIGN. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY VIRTU OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF THE BID ESTIMATE AND DIRECTED TO THE ATTENTION OF BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN IN A TIMELY MANNER. ANY ERRORS, AMBIGUITIES AN/OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO BRIAN ENRIGHT &ADRIAN DEADWYLER DESIGN IMMEDIATELY. NO WORK IS TO BE STARTED BEFORE CORRECTION(S) ARE MADE, UNLESS OTHERWISE DIRECTED BY BRIAN ENRIGHT DESIGN. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CORRECTIONS AND STIFFENERS HAVE BEEN INSTALLED. 2. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN. 3. PLAN DIMENSIONS ARE TO FACE OF FINISHED WALL OR FACE OF CONCRETE, U.0.N. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY LANDSCAPE ELEMENTS INDICATED TO REMAIN IF THEY ARE DAMAGED BY CONSTRUCTION. 5. DO NOT SCALE DRAWINGS FOR DIMENSIONS. WHERE THERE IS A DISCREPANCY BE1WEEN WRITTEN DIMENSIONS AND ACTUAL DIMENSIONS OR CONDITIONS, CONTACT BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN FOR INTERPRETATION PRIOR TO MfviENGEMfN'f,-01"\N -. 6. SITE DRAINAGE AND GRADING, PER 2019 CALIFORNIA BUILDING CODE: A MINIMUM OF 2% \17 AWAY WITHIN 10-FT OF THE BUILDING/STRUCTURE FOR HARDSCAPE AND A MINIMUM OF I\ 'v 5% AWAY FOR LANDSCAPE . I ~'ffil.ECTMNJCAl::b¥S'rGl'>lEB-ANi}.gJeGJ,S:J:ERW'rNS'.l'AbLATION-O'=~..(S]~~v POSTED BY THE INSTALLING CONTRACTOR SHALL BE SUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION AT THE BUILDING SITE. A REGISTERED CF2R WILL HAVE A UNIQUE 21-DIGIT REGISTRATION NUMBER FOLLOWED BY FOUR ZEROES LOCATED AT THE BOTTOM OF EACH PAGE. THE FIRST 12 DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION NUMBER OF THE ASSOCIATED CF1 R. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL FORMS CF2R IS REVIEWED AND APPROVED. 8. AN ELECTRONICALLY SIGNED AND REGISTERED CERTIFICATE{S) OF FIELD VERIFICATION AND DIAGNOSTIC TESTING (CF3R) SHALL BE POSTED AT THE BUILDING SIGNED AND REGISTERED CERTIFICATE(S) OF FIELD VERIFICATION AND DIAGNOSTIC TESTING{CF3R) SHALL BE POSTED AT THE BUILDING SITE BY A CERTIFIED HERS RATER. A REGISTERED CF3R WILL HAVE A UNIQUE 25-DIGIT REGISTRATION NUMBER LOCATED AT THEBOTTOM OF EACH PAGE. THE FIRST 20 DIGITS OF THE NUMBER WILL MATCH THE REGISTRATION NUMBER OF THE ASSOCIATED CF2R. CERTIFICATE OF OCCUPANCVVVILL NOT BE ISSUED CITY OF CARLSBAD Administrative Permit Case No. C.l) P.QcY'JO -OG I{{; ''Aµ "L'' "/.0 v !0 Exibit No.~-~-~-~ Date "'-.,:::r, ,z,o2,/ PROJECT INFORMATION PROJECT DESCRIPTION 1. PROPOSED DETACHED ACCESSORY UNIT -850 S.F. 1.1. 1-BEDROOM, 1-BATH, KITCHEN, LIVING ROOM, OFFICE 1.2. 200A ELECTRICAL PANEL UPGRADE w/125A SUB PANEL PROJECT DATA PROJECT ADDRESS: LEGAL DESCRIPTION: A.P.N.: ZONING: YEAR BUILT: CONSTRUCTION: OCCUPANCY CLASS: SPRINKLERED: STORIES: SERVICES: LOT SIZE: SETBACKS (for ADUs): EXIST. PARKING: EXIST. MAIN DWELLING: EXIST. GARAGE: PROP.ADU: EXIST. LOT COVERAGE: PROP. LOT COVERAGE: LANDSCAPED AREA: EXISTING IMPERVIOUS: PROPOSED IMPERVIOUS: COASTAL ZONE: FIRE ZONE: PLANS DRAWN BY: BRIAN ENRIGHT 206. 718.8262 BPEDDP@GMAIL.COM 917 ORCHID WAY. CARLSBAD, CA 92011 TR 8404 LOT 60 214-366-06-00 R-1 1978 VB R3&U NO 1-STORY NATURAL GAS, CITY WATER/SEWER 10,916 S.F. FRONT-20' REAR-4' SIDE-4' 2-CAR GARAGE & DRIVEWAY 1,762 S.F. 400S.F. 850 S.F. 2,162 S.F. I 10,916 = 19.8% 3,012 S.F. I 10,916 = 27.6% EXISTING TO REMAIN 3,012 S.F.> 4 434 SF 1,422 S.F. ' .. YES YES OWNER(S): DECHAMPLAIN 619.817.9779 PROJECT NUMBER CDP 2020-0046 I :.-,.· .-,. '. .:~< ' ··:.-.:· ... 11--1--111 I ~,,,,,,ii1i, ' . ,, ··. JJliillllllll I I itrf \;,: ::l",1/Jill¼.t' "\l)J:: :.l1J:: :.l1J:: :w_:: iw:': llJJ.(U DESIGNERS CLIENT ~SR IE ED ND pp ov ·• .. K 9. COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2019 ENERGY ,------------,,.♦~---------- EFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED, AND lJ VI Cl N ITY MAP N t--A-RC-H-IT_E_C_T/_E_N_G_IN-E-ER- \17 DATED COPIES OF THE APPROPRIATE CF1R, CF2R,ANDCF3R FORMS SHALL BEMADE V AVAILABLE AT NECESSARY INTERVALS FOR BUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER. RlNG-CONSI!WCOOf\L,,AI.LE.IISHm~"'R.S.~PRillllQE.OOJ:AC.lv.... FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1 11. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN NFORJiilAN~\JITH'-cF\SrfflWTER3!ic-/ 12. PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN D RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE ~ \17 BUILDING DEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE V PROVISIONS FROM THE GREEN BUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION. CGC 102.3. EXISTING CONDITIONS SOME PRE-EXISTING CONDITION CANNOT BE VERIFIED BY VISUAL INSPECTION IN THE DESIGN PHASE OF CONSTRUCTION. FINAL FLOOR PLAN LAYOUTS MAY DIFFER DUE TO EXISTING CONDITIONS OR BY OWNER REQUEST. 1. ALL EXISTING CONDITIONS INDICATED ON THESE DRAWINGS, INCLUDING BUT NOT LIMITED TO SIZES AND LOCATIONS OF FOOTINGS, BEAMS, HEADERS, RAFTERS, JOISTS, TRUSSES, ETC, ARE BASED UPON INFORMATION PROVIDED BY THE CONTRACTOR AND/OR PROPERTY OWNER OR NONDESTRUCTIVE FIELD SURVEY. THESE EXISTING CONDITIONS MUST BE VERIFIED! 2. CONTRACTOR/OWNER TO NOTIFY BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN AND/OR INSPECTOR IMMEDIATELY IF DURING CONSTRUCTION, PRE-EXISTING OR UNFORESEEN CONDITIONS OCCUR THAT DIFFER FROM THE CONSTRUCTION DOCUMENTATION AND THAT MAY AFFECT CONSTRUCTION AND OR THE PERMITTED SCOPE OF WORK. 3. WALK THRU AND VERIFY PLUMBING AND ELECTRICAL LAYOUT WITH OWNER. CURRENT PLAN LAYOUT MAY VARY. UNDERGROUND SERVICE ALERT TWO WORKING DAYS BEFORE YOU DIG SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL call: TOLL FREE 1-800-442-4133 (Southern California) l,~rlSbad.-(~- afe:Beach :v SOulh C2rlsbad Sime Beach campg,ounC @!] ~lakeshore\;ardens 'V.Mob1!€: Home:. GOVERNING CODE CALIFORNIA RESIDENTIAL CODE 2019 EDITION CALIFORNIA GREEN BUILDING CODE 2019 EDITION TITLE 24 ENERGY CONSERVATION 2019 EDITION CALIFORNIA ELECTRICAL CODE 2019 EDITION CALIFORNIA PLUMBING CODE 2019 EDITION CALIFORNIA MECHANICAL CODE 2019 EDITION CALIFORNIA FIRE CODE 2019 EDITION INTERNATIONAL WUI CODE 2019 EDITION SHEET INDEX A 1.0 SITE PLAN I PROJECT INFO A2.0 FLOOR PLAN/ELEVATIONS/SECTION A3.0 GENERAL NOTES S1 .0 FOUNDATION PLAN I FRAMING PLAN S2.0 STRUCTURAL DETAILS S2.1 GAS PIPE LINE ISOMETRIC & CALCULATION SN1 STRUCTURALNOTES TRU PRE-MANUFACTURED TRUSS INFORMATION T24 TITLE24 ENERGY CALCS. (2 SHEETS) AV!ARA Park l-lya~t Resort, GOif Ciub .Bi,;/qurtO.s !.._ago·on Staie• a,iarin'e .. _. CGN CALIFORNIA GREEN BUILDING STANDARDS (2 SHEETS) 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 www.mpa-architects.com MEMBER AMERICAN INSTITUTE OF ARCHITECTS REVISIONS w CORRECTIONS 01.14.2021 DATE: 10.08.2020 SITE PLAN PROJECT INFO A-1.0 b ' N "' ® b ' F-- 0 WEST ELEVATIO~CALE: 1/4" = 1' b _, ==:'.J r--CD 0 _, L'==::!.I r-- -----------------><-------------===~----~L-- 0 EAST ELEVATIONSCALE: 1/4" = 1' b ..L ----f-4-*----co ~ 15 7'-9" DIM 7 25'-2" GS KITCHEN LIVING 10080 Q) 11'-9" 29'-8" 4PLX GFCI ◊ ◊ ◊ 1 CD \ ◊ 38'-11" q> co 24 $$\ _ \2D 41-611 30 MOT PHOTO @ 6 MOT PHO r <e> OFFICE-¢-20 36 BEDROOM -¢- IASU 9K 7'-011 12'-0" 61 -0- ◊ 6 MDT PHOTO ' ' ' Q) ~ ( b ,..._ _______ ----------------- ' I I I 7 ' 0 SOUTH ELEVATl~~ALE: 1/4"= 1' ' ' ~11®11 .. - I ' I ~. I $ I ' (! ~ @ ' ' =. I 'c::J ( b M~ CD ~ M~ 0 ' ' F--I I I \ F-- I I __ L~\ __ w .. ---_________ / \ ____ • -------------' I I ... ' 0 NORTH ELEVATl~~ALE: 1/4" = 1' @ ©~ MOT PHOTO CT>--+-...,,.__ © --1---"I~ b _, a, i----+-R-13 BA TT 2x4 WALLS '----R-30 BA TT PREMANUF TRUSSES NEW CONC S.0.G. ELECTRICAL LEGEND ~ EXHAUST FAN (100CFM MIN) ◊ CEILING MOUNTED LIGHT BOX 1 18'-0" I J£1/ _________________ ~'/ -¢-FAN RATED CEILING MOUNTED BOX <6> 6" RECESSED CAN LIGHT 1 1 BUILDING SECTION -$-4" RECESSED CAN LIGHT WALL LEGEND .__ _ __, EXISTING/NEW WALLS :::=====J DEMO'D WALLS NEW WALLS LIFE SAFETY LEGEND @ SMOKE DETECTOR ~ SMOKE/CARBON MONOXIDE \.'.:9 DETECTOR SCALE: 1/4" = 1' WINDOW/DOOR SCHEDULE 9 MOT WALL MOUNTED LIGHT MOTION/PHOTO PHOTO SENSOR PER PLAN . $DIM MDT 3WY rt-!-, GFCI I.J.!IDED WP TOGGLE SWITCH MOTION SENSOR, w/3-WAY, DIMMER PER PLAN STANDARD OUTLET GFCI, WATER PROTECTED, DEDICATED PER PLAN @= NEW WINDOWS ex = NEW DOORS TEMPERED X OPERATION w H A # TOT INT EXT NOTES @ SLIDER 3'-011 11-611 4.5 4 18.0 X HOR HT 7'-0" (B) SKYLIGHT 21-011 2'-011 4.0 1 4.0 X X CURB/SOLAR/FRESH AIR © DBL HUNG 21-011 31-611 7.0 4 28.0 X HOR HT7'-0" @ DBL HUNG 1'-6H 3'-6" 5.5 1 5.5 X HOR HT7'-0" G) FRENCH 3'-0" 61-811 20.0 1 20.0 X w FRENCH 2'-6" 6'-811 17.0 1 17.0 X CID SLIDER 6'-0" 6'-8" 40.0 1 40.0 X Cf) WIN WALL 10'-0" 81-011 80.0 2 160.0 X WINDOW & DOOR SPECIFICATIONS * NEW WINDOWS/DOORS SIZED PER PLAN AND WINDOW/DOOR SCHEDULE. * ALL NEW WINDOWS ARE TO BE DUAL PANED U.O.N. * WINDOW CONSTRUCTION TO BE REINFORCED FIBERGLASS, VINYL OR WOOD CLAD PER PLAN WINDOW/DOOR SCHEDULE. * REFER TO MF1-R FOR WINDOW U-FACTORS .32 SHGC .25 & OTHER SPECIFIC REQUIREMENTS. * EXTERIOR &/OR INTERIOR GLAZING TO BE TEMPERED WHERE NOTED PER PLAN & PER WINDOW/DOOR SCHEDULE. ~ ADU FLOOR PLA~CALE: 1/4" = 1' * SMOKE DETECTORS & CARBON MONOXIDE DETECTORS OLDER THAN TEN YEARS SHALL BE REPLACED * NEW EXTERIOR MAN DOORS TO BE SOLID WOOD CORE, STEEL OR FIBERGLASS PER PLAN & WINDOW/DOOR SCHEDULE w/SAFETY GLAZED LITES. * VELUX SKYLIGHT TESTING DATA: WDMA HALLMARK CERTIFICATION UNDER NO. 426-H, AND/OR RECOGNITION UNDER UNIFORM-ES REPORT #ER 0199 * SEE GENERAL NOTES SHEET A-4 (IAPMO-ES) ---"'-------· --- FLOOR PLAN KEY NOTES -------@ = NOTE NUMBER 1. (E) LEVEL LANDING -VERIFY OR PROVIDE 1.1. 36" D MIN. xWIDTH OF DOOR 1.2. ¾"/FT MAX SLOPE TO DRAIN AWAY FROM STRUCTURE 1.3. 1~" MAX DROP FROM TOP OF THRESHOLD @ OUT-SWINGING DOOR 1.4. 7¾" MAX DROP FROM TOP OF THRESHOLD @ IN-SWINGING DOOR 2. (E) 22x22 ATTIC ACCESS 2.1. PROVIDE GFCI OUTLET AND SWITCHED LIGHT IN ATTIC. 3. ATTIC AREA 850 SF x½50 = 5.67SF REQ. ATTIC VENTING-USE (12) MIN. O'HAGEN LOUVERED METAL VENTS .50SF EA. SCREENED w/¼" NON COMBUSTIBLE CORROSION RESISTANT METAL MESH@ LOW & HIGH END OF ROOF & EVENLY DISTRIBUTED OR OTHER SIMILAR METAL VENTING. (ICC# 9650A) 3.1. WHERE EAVES ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR A MIN. OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. TO ACCOMMODATE THE THICKNESS OF THE INSULATION PLUS THE REQUIRED 1" CLEARANCE, MEMBER SIZES MAY BE INCREASED FOR RAFTER-CEILING JOISTS. SEC. R806.3. 4. CRAWL SPACE: SLAB ON GRADE 5. NEW ATTIC & UNDER FLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904,908 & 909 OF THE CALIFORNIA MECHANICAL CODE. MIN. R-30 IN ATTIC. PROVIDE CLOSED CELL POLYURETHANE TIGER FOAM E-84 FIRE RA TED SPF CLASS 1 SPRAY FOAM SYSTEM FOR R-7 x 4.3 IN FOR R-30 MIN. INSULATING R-VALUE. 6. (NJ 125A SUB PANEL -(N) 200A SUB PANEL@ EXISTING HOUSE 7. MINI-SPLIT HEATING & COOLING-NEW 7.1. MITSUBISHI ONE-WAY CEILING CASSETTE 2-ZONE SYSTEM MODEL: M2H20009090000 BTU: 20K BTU 7.2. ASU AIR HANDLERS POSITIONED PER OWNER I ASU 9K I J ASU 9K 11 ASU 9K I 8. WATER HEATER-ECCOTEMP MODEL# 20H-NG 6 GPM RESIDENTIAL 150,000 BTU CSA APPROVED NATURAL GAS OUTDOOR TANKLESS WATER HEATER 8.1. SECURE TANKLESS WATER HEATER TO BUILDING FRAMING PER MANUFACTURERS SPECIFICATIONS 8.2. PRESSURE RELIEF CONTROL VALVE TO TERMINATE TO EXTERIOR OF STRUCTURE 9. ALL HOT WATER PIPING SIZED¾" OR LARGER IS REQUIRED TO BE INSULATED AS FOLLOWS: 9.1. 1" PIPE OR LESS: 1"THICK INSULATION 9.2. LARGER PIPES REQUIRE 1½" THICK INSULATION 9.3. THE½" HOT WATER PIPE TO THE KITCHEN SINK IS REQUIRED TO BE INSULATED 9.4. THE COLD WATER PIPE WITHIN 5' OF THE WATER HEATER IS REQUIRED TO BE INSULATED 10. REFER TO T24 AND CALIFORNIA GREEN BUILDING NOTES (CGN) FOR ADDITIONAL PIPING INSULATION REQUIREMENTS 11. HEATING AN AIR CONDITIONERS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 11.1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J -2004 (RESIDENTIAL LOAD CALCULATION), ASH RAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 11.2. DUCTS SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D -2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 11.3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S -2004 (RESIDENTIAL EQUIPMENT SELECTION). 11.4. INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH SPACE-HEATING CAPABLE OF MAINTAINING A MINIMUM INDOOR TEMPERATURE OF 68°F 12. EAVES AND DOWNSPOUTS AND ANY PORTION OF A FENCE OR OTHER STRUCTURES WITHIN 5'-0" OF THE BUILDING SHALL BE CONSTRUCTED OF METAL OR NON-COMBUSTIBLE MATERIAL OR APPROVED EXTERIOR FIRE-RETARDANT WOOD OR CAL-FIRE APPROVED MATERIAL THAT MEETS THE SAME FIRE RESISTIVE STANDARDS AS THE EXTERIOR WALLS OF THE BUILDING. PROVIDE DOCUMENTATION TO FIELD INSPECTOR AS THESE ITEMS ARE PROVIDED DURING CONSTRUCTION. 13. 4"0 NON-CORR FOR CLOTHES DRYER VENT, DIRECT TO OUTSIDE AIR. MAXIMUM LENGTH OF RUN EQUALS 14 FEET WITH TWO 90° BENDS (REDUCE RUN BY 2' FOR EACH ADDITIONAL BEND). 14. WATER CLOSET, 1.28 GAL MAX. PROVIDE MIN. 24" IN FROM AND 30" WIDE MIN. CLEAR IN FRONT OF WATER CLOSET. 15. DACOR DOP36M96GLS-36" PRO GAS RANGE, SILVER STAINLESS STEEL, 120K BTU NATURAL RANGE HOOD w/100 CFM. MIN EXHAUST FAN/LIGHT. 16. TEMPERED OR OTHER APPROVED SAFETY GLASS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: 16.1. GLAZING IN ALL DOORS 16.2. GLAZING ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24" OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EDGE EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE 16.3. EXPOSED AREA OF GLAZING EXCEEDS 9 SQUARE FEET 16.4. EXPOSED BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE THE FINISH FLOOR 16.5. EXPOSED TOP EDGE OF THE OF THE GLAZING IS GREATER THAN 36" ABOVE THE FINISH FLOOR 16.6. GLAZING IS LOCATED WITHIN 36" OF A WALKING SURFACE 16.7. GLAZING IN SHOWER AND TUB ENCLOSURES SHALL BE TEMPERED, LAMINATED OR APPROVED PLASTIC (INCLUDING WINDOWS WITHIN 5 FEET OF TUB ORS 17. SEPARATE SWITCH FOR EXHAUST FANS AND LIGHTING 18. ALL KITCHEN & BATH RECEPTACLES SHALL BE GFCI PROTECTED AND LOCATED SO THAT NO POINT IS MORE THAN 24" FROM A RECEPTACLE OUTLET. COUNTER TOP AREAS WITH A MINIMUM DIMENSION OF 12" WIDTH SHALL BE PROVIDED WITH A RECEPTACLE.RECEPTACLES SHALL BE LOCATED NO MORE THAN 20" ABOVE COUNTER TOP. ISLANDS/PENINSULAS SHALL HAVE AT LEAST ONE RECEPTACLE. 18.1. PROVIDE TWO 20-AMP SMALL APPLIANCE BRANCH CIRCUITS. PROVIDE SEPARATE CIRCUITS FOR THE GARBAGE DISPOSAL, DISHWASHER, AND REFRIGERATOR. 19. 10" SOLA-TUBE 20. 125A SUB-PANEL 21. GFCI OUTLET INSIDE BATH VANITY PER OWNER 23. PER CRC 302.1 EAST WALL AREA 256SF x 25% MAX OPENING AREA= 64SF ACTUAL OPENING AREA= 38SF 24. DETACHED ADU (SEPARATE FOUNDATION AND SLAB) REQUIRES A SEPARATE GROUND / ELECTRODE SYSTEM PER CEC 250.32 ~ 25. SMOOTH STUCCO FINISH COLOR TO MATCH EXITING HOUSE w PROJECT NUMBER CDP 2020-0046 DESIGNERS CLIENT ARCHITECT/ENGINEER 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 www.mpa-architects.com MEMBER AMERICAN INSTITUTE OF ARCHITECTS REVISIONS w CORRECTIONS 01.14.2021 DATE: 10.08.2020 FLOOR PLAN ELEVATIONS SECTION A-2.0 NEW OVEN/ RANGE 6' 120,000 BTU 120 CFH 32' (NJ 1'GAS 10' EXISTING WATER HEATER 150,000 BTU 150 CFH -------- EXISTING GASMffiR ATMAN HOUSE GROUND LEVEL'-'- 10' 42' (N)1-1/4' GAS I GAS LINE CALCULATIONS I WATER HEATER 150,00 BTU GAS RANGE 120,000 BTU TOTALBTlfS 270,000 TOTAL DEVaOPED LENGTH 116' GAS TO BE USED HAS A SPECIFIC GRAVITY OF SIXTY HUNDREDTHS (0.06) AND ELEVEN HUNDRED (1,100) BTU PER CUBIC FOOT DELIVERED AT EIGHT (8) INCH WATER COLUMN PRESSURE. 270,00011,000 • 270 CFH (MAX. DELIVERY OF CUBIC FEET OF GAS PER HOUR.) ALL GAS PIPING TO BE THREADED BLACK IRON MINIMUM MAIN SUPPLY PIPE SIZE REQUIREMENT PER SECTION 1217 TABLE 12-8 2007 CPC 11/4" FUEL GAS PJPING TABLE 1121-5,:1:c,) $CHED~ 40 ME1AI.LIC PJPE {NFPA 54:TABLE 6.2(b)Jl,2 I PIPE SIZE (l~) , NOM1NAL: ; •.1 ,;1 1 , i 1•1.. ~· l½ 2 l 2'h. .3 I 4-· [ s i; I . a-10 j t~ ACrt.lA,L ID: : o,~ ~,.824 ; 1.04$ , 1.300 tG10 2,0i:t' ~ -~l-068 i 4,0W ] S.00' -> li.1,1~$ • , Z9!1~ 10-020 1 lt9SS r~;n CAMCITYlf,/CU8!CFEETOF'GASPEIHK>Llfi -- ·-\o 1n ~60 ,-6?fTJ390 2090 ·1 •,•,',~ i, ~~.', 11soo, 1 23.100 __ 4I8oo,1 61000: 139000-2szooo 399000·1 l. .20 llS 247 46'6 I-957 I 1430 ., ......,, 77&0 15900: 2870D 4G500. 95500 11;1000 275000 30 !l:5 199 374 : '168 1150 ' 2220' i 351() 62:SO : 12100 , 23 000 'I :l-7300 76 700 ~39000 220000 i I: 40 81 170 320; 657 98S 190(1 j 301.Cl 5J50 j 10900·, 19700 315100 65600, jl~OOO 189000: 50 72 lSl : 284 SS:3 873 1-680· j 26&0 4740 . %60 j 17500', 28300 I' SSZOO l.06000 1'67000 i Ii 60 65 137 ' ZS7 S28 79! 15.W 2430 42.90 8760 ' 1'5 &00 25 tiOO ~ 51700 95" 700 152 00~ 1 70 60 1~6 2:37 : 486 728 14-0(1 '2230 39.SO ! 8050 14600 2:3600 4$500 BS 10() 139000 i 81) 56 1!7 2W 45.2 677 BOO ;10&1) 3670 7490 l'..600 22000 4:5100 81900-BOOOOI \ 9(1 $2 J ]0 207 \ 424 1)35 ).2:?(D 1950 3,,l,50 7030 l:1: 700 20 000 42 300 76 900 ! 122 ooo i 100 SQ 104 195 1 400 600 1160 1840 3Z60 . 0040 ~o~ J.~J_?o 40 ooo 72600 m ~~-i 12s « 92 !12 1 355 on 1020 l,"°,.,, I, ",,'°,o 5890 10 (,(JO 1noo 35 .4oo i 64 200 · IO:!: ooo 150 1 40 I 33 157 322 48Z 928 ""' 5330 9650 !.5 600 J2 JOO 58 "JOO 92300 i i7$ 1 37 77 !44 296 443 S-54 1360 2410 49!0 &SSO i ]44-00 29500 ·153600 849-00 I .200 ! 34 I 71 134 27:5 412 794 lZi'O 1 2240 -4590 8260 , 13 400 21 S00 : ,11) 900 ·\ 79 000 j I 250 )0 ,53, !!9 244 366 704 li:/.:0 1980 4050 1:i:w I 11 900 243-00 j 44 200 7()000 1 ' : ' ;; ~ ;i 1: ~;i ~~ -~~; .. ~2,0 ::~ ~~~~ ~·~~ 1g&~~o ;r: i ~ ~: ~~:~ : 400 23 49 !}Z 1&9 283 54(i , 870 I 1540 .l!40 Sfi&O 9190 lll 900 1 34 300 54 JOO 450 n I 4r, 86 in 266 su , .srn . 1440 2940 s:no u20 1noo i 32 200 50900 500 21 __ _!~_J!L ~-l ~, 4S4 i 1?.'1.j_E.~'12~-' 50:¼ -~L!_~ ?0[)_ 30,400 4S IO() -·--ss11 20 41 · n t59 ·1 2Jsi 4s<) ·m 1290 -i64o 1 41so ·n.:io 1 1s 900 · 28 900 4s 1ozr 60!1 J-9 39 74 152 228 4'.;g 699 IZ40 ! 2~20 i 4560 73&(:i . IS 200 J:1 500 43 600 65"0 1S .:IS 71 145 2:18 42:0 >!iti? 1180 \ 2-410 4360 7010 !4:500 16-400 '41:800 100 17 36 68 140 209 403 643 I!40iZ32il 4190~&7110 14000,25300 40100 750 17 35 64 1J5 : 202 389 6!9 1090 i 1130 4040 6540 13-400 , 24-MiO ~860!) -800~---16 -34 l .. 63 r71o'"l9537~-59s·· l060 21.60-·-39()0 _·1;,no-· 13-0!lO :2H;00-~3i300- 850 16 3Z I 61 1~6 1&9 363 579 r020 2090 3780 6110 126llO I ;;:2:800 · S6 JOO 900 15 31 · 59' 122 1s~ 3.52 ~61 99z :mo 3660 5930 12200 22.-100' ·35000 .950 ! {:\' r 3! I ss lll:l !78 J4_4 I 54:5 i !,163 !960 3550 i 5760 11800 21 500 l4000 -1~~~ I :~-.L;~ .. i--t-!~ :~! ~-~! f~~~-•!·-i~~ -i·:~}~-~: --:ef~"Tg~-:~~: .. -, 1200 o , 7-1 s1 104 15<:i 301 1 48.l'D &49 mo 1 :mo 5070 10400 1$900 30000 ' · noo J;?. '.?-~ i 49 JOO !.SO 289 450 813-!660 '. 3000 4860 99a0 l&:'JOO 28 700 I 1~00 1:z 2s 41 96 144 211 «2 m 1590 taso 4670 9590 17 400 21600 ; {500 I! i 24-4'5 93 139 "267 426 75# 1530 -' :;mo i 4500 9240 IGi 800 26 600 'rY(i1JO---y1 23 44 -99 154 zss 4H 721 -1~--2600 4-J4P-3920 152oiJZsGOO ·1, 1soo 10 22 41 ~ 126 u2 n6 ,m u90 zm 4010 s310 1s;200 24100 ·I ! i?oo ll 22 4;'.l. ,% !3-0 lSOUi~ 103. 1430 2$90 4200 &6:30 1.ViOO 2-4 800 ' 1900 10 21' 4-0 &I l2Z 23$ 3'1S "662 13$0 2440 3960· 81SO !000 1-3400: i i 200l) NA 20 . ,3!) 1 ?! __ 1~ 364_,k,_..,-.644,_ 13]0 23-80 3&SQ 7910 14•400 :1:2700 I For SJ ~n!t'l, I moh ~ ~lllnt, l fc,,,t ... ;()4 Smm.1 ~~b11;Wptrh11t1r,.(1(12~m5/IJ, l pou~d-!i,,t,:e,_l:lt~1~•"'68~47kPa.1i!lctlwMJrCQlumn"'jj.2491<l'il Notes; 1 Th.hie f!l\ti,,!r;. ~-cl)' t<l~nd~d 1.0 3 ;ig,,ific~,il di~. l NA1l:ll'!mlitflowpfl~~!hmi j(lft3,'h(0.283na3!h}. 2019 CALIFORNIA PLUMBING CODE "' « ~ \ ~ I ' \ PROJECT NUMBER CDP 2020-0046 DESIGNERS CLIENT ~ ::::> ~ 0 ~O >, C'\I <C co (j) C ·-$ <C co "O -0 a.·-~ E-§ "O co !.-co .co .0 en 0 ,..._ -i.... Q) ~ co 00)0 ARCHITECT/ENGINEER 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 www.mpa-architects.com MEMBER AMERICA!\! INSTITUTE OF ARCHITECTS REVISIONS w CORRECTIONS 01.14.2021 DATE: 10.08.2020 GAS PIPE LINE ISOMETRIC& CALCUALTION A-2.1 DEMO NOTES 1. THIS PLAN DOES NOT INDICATE ALL ITEMS (I.E. DUCTWORK, FLOOR IRREGULARITIES) THAT MAY REQUIRE DEMOLITION. PERFORM ALL DEMOLITION WORK AS REQUIRED FOR COMPLETION OF THIS PROJECT. 2. THE CONTRACTOR SHALL VERIFY EXISTING/FIELD CONDITIONS AND INSPECT SITE CONDITIONS PRIOR TO SUBMITTA A BID. NO ADDITIONAL COSTS WILL BE ACCEPTED FOR CONDITIONS THAT HAVE NOT BEEN FIELD VERIFIED PRIOR TO BIDDING. 3. REMOVE EXISTING IRREGULARITIES IN FLOOR (I.E. ANCHOR BOLTS AND CONCRETE POURS). ANY AND ALL UNDER-SLAB LINES (PLUMBING OR ELECTRICAL) BEING ABANDONED ARE TO BE CLEANED AND CAPPED BENEATH THE SURFACE OF THE SLAB AND THE CONCRETE SLAB SHALL BE PATCHED. LEVEL FLOOR AS REQUIRED. 4. REUSE MATERIALS WHEREVER FEASIBLE. ALL TRASH AND UN-REUSABLE MATERIALS CREA TED AS A RESULT OF DEMOLITION WORK SHALL BE PROPERLY DISPOSED OF OFF-SITE. CONTRACTOR SHALL VERIFY RESTRICTIONS REGARDING THE DISPOSAL OF CONSTRUCTION DEBRIS PRIOR TO BIDDING. 5. NO BURNING OR SELLING OF ANY MATERIALS CREATED AS A RESULT OF DEMOLITION WILL BE PERMITTED. 6. THE CONTRACTOR SHALL MAINTAIN CLEANLINESS THROUGHOUT THE PROJECT AND THE FRONT OF THE SPACE FOR PEDESTRIAN SAFETY. 7. DEMOLITION SHALL INCORPORATE THOSE SUBORDINATE ITEMS NOT SHOWN SPECIFICALLY ON THIS PLAN, BUT REQUIRED TO BE REMOVED IN ORDER TO COMPLETE THE PROJECT. 8. MINIMIZE DUST TRANSMISSION VIA DUST BARRIERS OF POLYETHYLENE SHEETING. 9. THE PROCEDURES TO BE USED FOR THE WORK SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL REMOVAL, AND DISPOSITION OF MATERIALS, PROTECTION OF PROPERTY WHICH IS TO REMAIN UNDISTURBED AND COORDINATE WITH OTHER WORK IN PROGRESS. 10. CONTRACTOR SHALL INSURE THERE IS NO INTERFERENCE WITH ROADS, STREETS, DRIVEWAYS, LOADING DOCKS, AND ADJACENT FACILITIES. CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNER AND BUILDING DEPARTMENT BEFORE OBSTRUCTING THE ABOVE. 11. DURING REMOVAL OPERATIONS, ALL PERSONS AND PROPERTY SHALL BE PROTECTED. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE ANY SPREAD OF DUST, DEBRIS, AND FL YING PARTICLES AND SO THAT ANY RELATED EFFECTS OF DEMOLITION OR REMOVAL DO NOT INTERFERE WITH SURROUNDING EQUIPMENT, PERSONNEL, OR BUILDING(S) 12. CONTRACTOR TO REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF OFF PREMISES PER LOCAL REQUIREMENTS. 13. VERIFY ALL UTILITY, SEWER, OR OTHER SERVICES BEFORE CORE DRILLING, SAW-CUTTING, AND/OR TRENCHING. PROVIDE BACK-FILL COMPACTION INFORMATION TO THE BUILDING DEPARTMENT AS REQUIRED. 14. PREPARE FLOOR SURFACE FOR STONE, VINYL, AND CARPET FLOORING. PROVIDE LEVELING CONCRETE AND GRINDING/SMOOTHING OF ANY EXISTING IRREGULARITIES. 15. ASBESTOS CONTAINING MATERIAL (ACM)-THIS CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE REMOVAL OF ANY ACM FOUND ON THIS PROJECT. ADVISE OWNER/ARCHITECT IMMEDIATELY IF ACM IS FOUND ON THIS SITE. 16. IF EXISTING SUSPENDED CEILING IS TO BE REUSED. CONTRACTOR SHALL REPLACE ALL DAMAGED PANELS AND PAINT AND/OR CLEAN ALL PANELS TO ACHIEVE A "AS NEW" CONDITION. 17. IF EXISTING LIGHTING FIXTURES ARE TO BE REUSED. CONTRACTOR SHALL REPLACE ALL DAMAGED FIXTURES AND PAINT AND/OR CLEAN ALL FIXTURES TO ACHIEVE A "AS NEW" CONDITION. 18. IF EXISTING MECHANICAL DIFFUSERS ARE TO BE REUSED. CONTRACTOR SHALL REPLACE ALL DAMAGED DIFFUSERS AND PAINT AND/OR CLEAN ALL DIFFUSERS TO ACHIEVE A "AS NEW" CONDITION. SMOKE DETECTORS & ALARMS 1. THE INSTALLATION OF SMOKE ALARMS &SMOKE DETECTORS SHALL COMPLY WITH THE SPECIFIC LOCATION REQUIREMENTS OF CRC R314.3.4. 2. AUDIBLE ALARM SMOKE DETECTORS ARE REQUIRED IN EXISTING SLEEPING AREAS AND IN AREAS DIRECTLY ADJACENT, ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS AND HABITABLE ATTICS. 3. BATTERY OPERA TED SMOKE ALARMS MAY BE USED IN EXISTING AREAS OF BUILDINGS WHERE THE INSTALLATION OF THE HARD-WIRED SMOKE ALARMS WOULD REQUIRE THE 0 > 4. PERMANENTLY WIRED INTERCONNECTED SMOKE DETECTORS WITH BATTERY BACK UP REQUIRED IN NEW AREAS. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE > w INSTALLED, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT \ ~ JHEAACJUAJION OF ONE ALARM WILL ACTIVATE ALL OF TH ALARMS IN THE UNIT. '--5: -AU: SfJOKt ~ A S H L E S D IT U 21 A I T L I AC O DA C WITH THE PROVISIONS OF THE GOVERNING CRC AND THE HOUSEHOLD FIRE WARNING PROVISIONS OF NFPA72. SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CCR, TITLE19, DIV.1 FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. 6. SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK UP. 7. SMOKE ALARMS WITH INTEGRAL STROBES THAT ARE NOT EQUIPPED WITH BATTERY BACK UP SHALL BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM. 8. SMOKE ALARMS SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THAT REQUIRED FOR OVER-CURRENT PROTECTION. 9. ALL SMOKE ALARMS INCLUDING COMBINATION SMOKE ALARMS THAT ARE SOLELY BATTERY POWERED SHALL CONTAIN A NON-REPLACABLE, NON-REMOVABLE BATTERY THAT IS CAPABLE OF POWERING THE SMOKE DETECTOR FOR AT LEAST TEN YEARS. 10. IN HOMES WITH GAS FIRED APPLIANCES AND/OR HEATING UNITS AND/OR A TT ACHED GARAGES CARBON MONOXIDE ALARMS ARE REQUIRED ADJACENT TO ALL EXISTING SLEEPING AREAS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS AND HABITABLE ATTICS. 11. BATTERY OPERATED CARBON MONOXIDE ALARMS MAY BE USED IN EXISTING AREAS OF BUILDINGS WHERE THE INSTALLATION OF THE HARD-WIRED CARBON MONOXIDE ALARMS WOULD REQUIRE THE REMOVAL OF INTERIOR FINISHES, PERMANENTLY WIRED INTERCONNECTED CARBON MONOXIDE ALARMS WITH BATTERY BACK UPS ARE REQUIRED IN NEW AREAS. SINGLE AND MULTI STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL2034. 12. CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL2075. CARBON MONOXIDE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING PROVIDED THAT SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH A BATTERY BACK UP. 13. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THAT REQUIRED FOR OVER-CURRENT PROTECTION. PLUMBING 1. ALL PLUMBING FIXTURES AND FITTINGS WILL BE WATER CONSERVING, WILL COMPLY WITH 2019 CGBSC AND WILL BE INSTALLED PER THE 2019 CPC. 2. PROVIDE THE FOLLOWING: 2.1. LAVATORY FAUCETS WITH A MAXIMUM FLOW OF 1.2 GALLONS PER MIN. 2.2. KITCHEN FAUCETS WITH A MAXIMUM FLOW OF 1.8 GALLONS PER MIN. 2.3. SHOWER HEADS WITH A MAXIMUM FLOW OF 1.8 GALLONS PER MIN. 2.4. WATER CLOSET(S) WITH A MAXIMUM FLOW OF 1.28 GALLONS PER MIN. 3. INSTALL VAPOR BARRIER/CEMENTIOUS WALL BOARD BEHIND SHOWER/TUB ENCLOSURE OR OTHER SMOOTH NON-ABSORBENT SURFACE. 4. SHOWER COMPARTMENTS AND BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE THAT EXTENDS TO A HEIGHT OF NOT LESS THAN SIX FEET ABOVE THE FLOOR. 5. BUILT-IN TUBS w/SHOWERS SHALL HAVE WATERPROOF JOINTS BETWEEN TUB AND ADJACENT WALL. 6. GLASS SHOWER DOORS MUST HAVE APPROVED TEMPERED GLAZING. 7. PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBS 8. STATE HEALTH AND SAFETY CODE SEC. 17921.9 BANS THE USE OF CHLORINATED POLYVINYL CHLORIDE (CPVC) AND CROSS LINKED POLYETHYLENE (PEX) FOR INTERIOR WATER-SUPPLY PIPING. ALL ABS AND PVC PIPING AND FITTINGS SHALL BE ENCLOSED WITHIN WALLS AND FLOORS COVERED WITH 'TYPE X GWB' OR OTHER SIMILAR ASSEMBLIES THAT PROVIDE THE SAME LEVEL OF FIRE PROTECTION. PROTECTION OF MEMBRANE PENETRATIONS IS NOT REQUIRED. 9. SHOWER CONTROL VALVES TO BE PRESSURE BALANCED OR THERMOSTATIC MIXING VALVES 2016 CPC 408.3 LIGHTING 1. OUTDOOR LIGHTING: ALL LUMINARIES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINARIES AND MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH, AND CONTROLLED BY ONE OF THESE AUTOMATIC CONTROL TYPES: PHOTO CONTROLLED AND A MOTION SENSOR, OR ASTRONOMICAL TIME CLOCK OR ENERGY MANAGEMENT CONTROL SYSTEM. 2. ALL LIGHTING IN GARAGES, LAUNDRY ROOMS, UTILITY ROOMS SHALL BE HIGH EFFICIENCY AND AT LEAST ONE LUMINARIES IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 3. ALL LIGHTING IN BATHROOMS SHALL BE HIGH EFFICIENCY AND AT LEAST ONE LUMINARIES MUST BE CONTROLLED BY A VACANCY SENSOR. 4. KITCHENS: ALL THE INSTALLED WATTAGE OF LUMINARIES SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. UNDER CABINET LIGHTING CABINETS SHALL BE SWITCHED SEPARATELY. 5. OTHER ROOMS: ALL INSTALLED WATTAGE OF LUMINARIES SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. 6. PROVIDE EXTERIOR LIGHT AT NEW EXTERIOR EXITS. FOR DWELLING UNITS, ATTACHED GARAGES, AND DETACHED GARAGES WITH ELECTRIC POWER, AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS WITH GRADE LEVEL ACCESS. A VEHICLE DOOR IN A GARAGE SHALL NOT BE CONCIERGE AS AN OUTDOOR ENTRANCE OR EXIT. EXCEPTION: REMOTE, CENTRAL, OR AUTOMATIC CONTROL OF LIGHTING SHALL BE PERMITTED. ELECTRICAL 1. PER CEC 210-12(a) ALL 120-VOLT SINGLE PHASE 15-AND 20-AMPERE BRANCH CIRCUITS SUPPL YING OUTLETS INSTALLED IN DWELLING UNIT ROOMS (DINING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOM, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS) SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUITS. 2. ELECTRICAL CIRCUIT CARD TO BE COMPLETED PRIOR TO REQUESTING ROUGH FRAMING/ELECTRICAL INSPECTION. 3. PER CEC SEC 210.52 (CEC 406.11) ALL 125-VOLT 15-AND 20-AMPERE RECEPTACLES (DWELLING UNIT RECEPTACLE OUTLETS IN BEDROOMS, BATHROOMS, LIVING ROOMS, ETC.) SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 4. PER CEC ART 210.8 & 210.11[C]2 A 20-AMPERE CIRCUIT DEDICATED TO EACH BATHROOM OR AT LEAST ONE 20 AMPERE CIRCUIT SUPPL YING ONLY BATHROOM RECEPTACLE OUTLETS. 5. RECEPTACLES SERVING KITCHEN COUNTER TOPS SHALL BE BOTH AFC! AND GFCI ~,----!?RQ(FE{::FE!}c-6€6 ,.. ........ ".. -, .... / 6~ P~; CEC Article 210.11(C)1, NOTE ON THVE PLANS THATVTHERE WILL BE A MINiMUM OF 2) ' \17 SMALL APPLIANCE BRANCH CIRCUITS WITHIN THE LOCATIONS SPECIFIED IN ARTICLE 1 1' '7 210.52(6), I.E., KITCHEN AND DINING AREAS. ~ EXHAUST & VENTILATION SYSTEMS 1. A MECHANICAL EXHAUST SYSTEM, SUPPLY SYSTEM, OR COMBINATION THEREOF SHALL BE INSTALLED FOR EACH DWELLING UNIT TO PROVIDE WHOLE BUILDING VENTILATION WITH OUTDOOR AIR COMPLYING WITH 'ASHRAE STANDARD 62.2-2007' AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. 2. AN INTERMITTENTLY OR CONTINUOUSLY OPERATING LOCAL MECHANICAL EXHAUST SYSTEM (WITH OUTDOOR AIR) SHALL BE INSTALLED IN EACH KITCHEN, LAUNDRY ROOM AND BATHROOM COMPLYING WITH 'ASHRAE STANDARD 62.2-2007' AS ADOPTED BY THE CALIFORNIA ENERGY COMMISSION. 3. INTERMITTENT LOCAL VENTILATION EXHAUST AIRFLOW RATES SHALL BE 50 CFM IN BATHROOMS AND 100 CFM IN KITCHENS. CONTINUOUS LOCAL VENTILATION EXHAUST AIRFLOW RATES SHALL BE 20 CFM IN BATHROOMS AND 5 ACH (AIR CHANGES/HOUR) IN BATHROOMS AND LAUNDRY ROOMS AND KITCHENS BASED ON KITCHEN VOLUME. 4. EXHAUSTS DUCTS AND DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. 5. ENVIRONMENTAL AIR DUCTS AND EXHAUST TERMINATIONS SHALL TERMINATE NO LESS THAN 3' FROM PROPERTY LINE AND 3' FROM OPENINGS INTO BUILDING. 6. PER 2019 GREEN CODE, MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING: 6.1. BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND DUCTED TO TERMINATE OUTSIDE THE BUILDING (CGBC 4.506.1) 6.2. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGE OF 50 TO 80% j ½" EXTERIOR CEMENT PLASTER ---------~ METAL LATH OVER 1 LAYER OF -------~ WEATHER RESISTIVE BARRIER WOOD STRUCTURAL SHEAR ------ PANEL WHERE OCCURS MIN. 2x4 WOOD FRAMING AT 16" 0.C. ~ ;i.;;.;;:{~;:~t:~:.;~f~~·;:f,f:;~i;·;_~:;~•-:· I I t 1 LAYER%" TYPE 'X' GYP. BO. -----" OPTIONAL GLASS FIBER BATT INSULATION ------' PER THERMAL REQUIREMENTS ½" EXTERIOR CEMENT PLASTER AT EXTERIOR CONDITION----" ONE HOUR RATING PER CBC TABLE 721.1(2), ITEM 15-1.3 SEE FOOTNOTE M FOR REDUCTION OF ALLOWABLE F'c. 1-HR EXTERIOR STUCCO WALL 0 --------11 NO SCALE FIRE SEPARATION AND PREVENTION 1. VERIFY OR PROVIDE (1) LAYER%" FIRE RATED GWB (TYPEX) (STAGGER BUTT JOINTS PERP. TO STUDS) ENTIRE UNDER STAIR STORAGE CEILING AND (1) LAYER½" FIRE RATED GWB (TYPE X) ON ALL WALLS 2. VERIFY OR PROVIDE (1) LAYER%" FIRE RATED GWB (TYPE X) (STAGGER BUTT JOINTS PERP. TO STUDS) ENTIRE GARAGE CEILING AND (1) LAYER½" FIRE RATED GWB (TYPE X) ON ENTIRE WALL FLOOR TO ROOF SHEATHING ON GARAGE SIDE OF WALLS SE PARA TING GARAGE AND DWELLING UNIT 3. VERIFY OR PROVIDE (1) LAYER%" FIRE RATED GWB (TYPE X) (STAGGER BUTT JOINTS PERP. TO STUDS) ENTIRE SHAFT CEILING AND (1) LAYER½" FIRE RATED GWB (TYPE X) ON ENTIRE WALL FLOOR TO ROOF SHEATHING ON STORAGE SIDE OF WALLS SEPARATING SHAFT AND DWELLING UNIT 4. * NO OPENINGS TO EXTERIOR -FIRE TAPE AND TREAT JOINTS AND INTERIOR OPENINGS • AT LEAST 3 INCHES OF WOOD WHERE NO DRYWALL OCCURS, RIM JOIST, OUTSIDE CORNERS, BLOCKING BETWEEN JOISTS OR RAFTERS 5. DOORS BETWEEN GARAGES & LIVING SPACES & ALL SHAFTS TO BE SELF-CLOSING AND SELF-LATCHING: SOLID WOOD OF NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL OF NOT LESS THAN 1-3/8" THICK OR A 20-MINUTE RA TED FIRE DOOR. 6. DUCTS IN THE GARAGE/UNDER-STAIR AREA AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE/UNDER-STAIR AREA SHALL BE CONSTRUCTED OF MIN NO. 26 GAUGE SHEET METAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS IN THE GARAGE. 7. FASTENERS FOR PRESERVATIVE TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE, OR COPPER. SPARK ARRESTORS: ALL CHIMNEYS A TT ACHED TO ANY APPLIANCE OR FIREPLACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTER. WHERE A SPARK ARRESTOR IS INSTALLED ON A MASONRY CHIMNEY, THE SPARK ARRESTOR SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: 1. THE NET FREE AREA OF THE ARRESTOR SHALL BE NOT LESS THAN FOUR TIMES 2. THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY FLUE IT SERVES. 3. THE ARRESTOR SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIV AL ENT TO 12 GAGE WIRE, 19-GAGE GALVANIZED STEEL OR 24-GAGE STAINLESS STEEL. 4. OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIAMETER GREATER THAN 1/2 INCH (12.7 MM) NOR BLOCK THE PASSAGE OF SPHERES HAVING A DIAMETER LESS THAN 3/8 INCH (9.5 MM). 5. THE SPARK ARRESTOR SHALL BE ACCESSIBLE FOR CLEANING AND THE SCREEN OR CHIMNEY CAP SHALL BE REMOVABLE TO ALLOW FOR CLEANING OF THE CHIMNEY FLUE. LANDINGS 1. LANDINGS@ EACH SIDE OF DOORS SHALL BE LEVEL. THE WIDTH OF EACH LANDING SHALL BE NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL. 2. LANDINGS@OUT-SWINGING DOORS SHALL MEASURE A MAXIMUM OF 1" BELOW THE TOP OF THE THRESHOLD OF THE DOOR. 3. STEPS OR LANDINGS AT IN-SWINGING DOORS SHALL MEASURE NO MORE THAN 7¾" TO THE TOP OF THE THRESHOLD OF THE DOOR. 4. AN ARTIFICIAL LIGHT SOURCE AT THE LANDINGS AND TREADS OF THE INTERIOR STAIRWAY. THE LIGHT SOURCE SHALL HAVE AN ILLUMINATION CAPACITY OF NOT LESS THAN ONE FOOT-CANDLE. FOR STAIRWAYS WITH 6 RISERS OR MORE, PROVIDE A WALL SWITCH AT EACH LANDING. [CRC 303.7] TYPICAL WALL DETAIL NO SCALE TYPICAL ROOFING SYSTEM: 1. PRE-MANUFACTURED TRUSSES OR FRAMING PER PLAN w/ R-30 BATT 2. CDX PLYWOOD PER STRUCTURAL 3. FOR RADIANT BARRIER REQ'S SEE T24 4. 3:12 MIN ROOF SLOPE 5. EXPOSED VALLEY FLASHINGS #26 GAUGE MIN. CORROSION RESISTANT METAL INSTALLED OVER MIN 36" WIDE UNDERLAYMENT CONSISTING OF (1) LAYER #72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. 6. ASPHALT SHINGLE ROOFING CLASS "A" RATED OWENS-CORNING ICC# ESR-1389 OR EQUAL 7. AREA OF ADDITION TO EXISTING BUILDING IS MORE THAN 25% OF THE ORIGINAL FLOOR AREA OF THE BUILDING. VERIFY/PROVIDE A CLASS "A" ROOF COVERING THAT IS AT LEAST CLASS "A" FOR ENTIRE ROOF EXISTING AND NEW. 8. FOR ATTIC VENTING SEE ATTIC NOTE/FLOOR PLAN KEY NOTES & BUILDING SECTION. 9. 1HR RATING IS REQUIRED< 5 FEET FROM PROPERTY LINE A. MAY BE REDUCED TOO HOURS ON THE UNDERSIDE OF THE PROJECTION IF FIRE BLOCKING IS PROVIDED FROM THE WALL'S TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING < B. MAY BE REDUCED TOO HOURS AT RAKE OVERHANGS WHERE GABLE VENT w OPENINGS ARE NOT INSTALLED 0. I 11. 2x4 MIN. EXPOSED RAFTER TAILS 12. EXTERIOR GRADE SPLINED OR T&G BOARDS 13. METAL DRIP EDGE 14. 2x FIRE BLOCKING TYPICAL EXTERIOR WALL SYSTEM 15. ALL WALLS ARE 1-HR RATED PER CBC TABLE 721.1(2), ITEM 15-1.3 A. FOR WALL OPENINGS 25% OF WALL AREA CAN BE 0-HOUR RATED@ 3' TO< 5' FROM THE PROPERTY LINE B. PENETRATIONS OF FIRE-RESISTIVE WALLS SHALL BE PROTECTED AS w REQUIRED IN CRC SECTION R302.4 6. x @ " o.c. R E A H .) 17. i" STD STUCCO SIDING -PLASTER MIX 1:4 FOR SCRATCH COAT AND 1:5 FOR BROWN COAT, BY VOLUME, CEMENT TO SAND 18. PLYWOOD SHEATHING PER SHEAR WALL SCHED. 19. (2) LAYERS 15# BUILDING PAPER 20. ½" GWB (INTERIOR) -CAULK OR SEAL JOINTS 21. DBL TOP PLATE 22. SOLID BLOCKING@ UNSUPPORTED PLYWOOD EDGES 23. PTDF BOTTOM PLATE 24. ANCHOR BOLTING PER FOUNDATION PLAN 25. R-13 BATT INSULATION 26. STUCCO TO TOP OF CONCRETE FOUNDATION 27. DRIP SCREED OF 26 GA. METAL w/3½" FLANGE FOUNDATION SYSTEM: 28. CONG. FOOTINGS AND SLAB ON GRADE PER PLAN 2 8 6 1 12 4 14 9 21 PER PLAN 16 20 22 25 24 28 23 {.) zZ -0 ::2' u ~@) 17 19 18 27 &, GRADE 26 11 10 13 PROJECT NUMBER CDP 2020-0046 .. ·. ' .. .: , ,.; ' ·-~-·-' ?:.-.·· ' : ·;,:_· : .. ·:-' DESIGNERS CLIENT ARCHITECT/ENGINEER 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 www.mpa-architects.com MEMBER REVISIONS w CORRECTIONS 01.14.2021 DATE 10.08.2020 GENERAL NOTES WALL ASSEMBLY A3.0 1 2 A I I 4'0"~ -~ I I B 0 I I I I 8'-0"~ I 4'-0" -~----1 0 10 C 41-011 -~--=-r-- 4 0 I 12 I I 4'-011 I I I 12 3 S2.0 12 ' / 14 ' / 12 I 01 k04'-0" I I I I I 8 4'-0"~ 9 1 I I 3 \--+__J~0~~::;;A;:::;:;;:::_~0 ==t:J!,------~---<r-----lC:=====t=======::'....'.:==:::::i-+~:-,,,___~~~-~:::W::;;:Ad-----,0~ '--+-4'-0" ---1 41-011 3 5 6 7 ~ FRAMING PLAN SCALE:1/4"=1' 1 S2.0 3 j'77T7TT7TT77TTT7"7TTTTTTTTTTTTTTT777TTTTTT77TTTTTTTTTTTTTTTTTTTTTTTTTTT'/ 3 I 1775777'77577'77777777777777:at I I I I I I I I s I I @li I I !,L-WCL--'-'CLLLCLL,f.CLLL'-4L-''-LL.'-LL.<CLL.CLL.CLL.'-LL,'-LL,:.LL,:.LL,:.LL,:LLL'4<-<'"'-""'-LL,'-LL,c.cµ:LLL:LLLCLLLCLLL:LJLLCLLLCLLLCLLLCLLLCLLLL.4CLLLCLLL.LL.!.L.4 > 3 ~ 8 3 S2.0 w ~ FOUNDATION PLAN N SCALE: 1/4" = 1' 3 ( w a. General All earthwork should comply 'with the grading requirements of the City of Carlsbad except where specifically superseded in this section. Prior to grading a representative of Applied Consultants should be present to discuss the current conditions of the site, grading guidelines and schedule of the earthwork to be completed. b. Grubbing/ Clearing Grading should begin w-ith the removal of all structures and improvements as well as all vegetation. These materials should be hauled off the site to a suitable location. c. Site Preparation Prior to construction of the ne,v development all deleterious and oversized materials shall be screened and ren1oved from the site soils. The upper thirty-six inches of the proposed development shall be excavated, the upper six inches of the key scarified, and soils recompacted to greater than 900/4 of optimum compaction. The removal and recompaction shall extend to at least three feet outside the proposed development footprini. Over- excavation near existing footings shan be maintained to a 1 : l slope from bottom of footing to bottom of excavation. d. Fill Material The materials onsite may be used as compacted fill. Ifit is necessary to import fill material, the material should be approved by the geotechnical consultant All fill material must be compacted uniformly to 90¾ of the maximum dry density (ASTM D1557). e. Grading Observation It is necessary for a soils engineer, or their representative, to be present and test the compaction during the basic grading operations and placement of fill material The engineer will be able to confirm the ,conditions stated in this report and verify that the grading operations are in compliance with an plans and specifications. 1 EXISTING CONDITIONS ALL EXISTING CONDITIONS INDICATED ON THESE DRAWINGS, INCLUDING BUT NOT LIMITED TO SIZES AND LOCATIONS OF FOOTINGS, BEAMS, HEADERS, RAFTERS, JOISTS, TRUSSES, ETC, ARE BASED UPON INFORMATION PROVIDED BY THE CONTRACTOR AND/OR PROPERTY OWNER OR NONDESTRUCTIVE FIELD SURVEY. THESE EXISTING CONDITIONS MUST BE VERIFIED! DURING CONSTRUCTION, SHOULD ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THESE DRAWINGS BE DISCOVERED, IT IS THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO IMMEDIATELY NOTIFY BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN. (206. 718.8262) AND THE FIELD INSPECTOR. FOUNDATION & WALL LEDGEND X'-X" __ 0__ SHEAR WALL I I -PROP CONCRETE FOUNDATION ROOF DIAPHRAGM UNLESS OTHERWISE NOTED, ALL ROOF SHEATHING SHALL BE UNBLOCKED, 15/32" (32116) CDX PLYWOOD OR OSB, NAILED WITH 8d COMMON NAILS AT 6"o.c. BOUNDARY, 6"o.c. ALL OTHER EDGES AND 12"o.c. FIELD. PROVIDE 1x8 T&G STARTER BOARD OR EXTERIOR GRADE PLY AT ALL EXPOSED EAVES. SHEET NOTES 1. PROVIDE A DOUBLE STUD (OR 4x) AT ALL HOLDOWNS UNLESS OTHERWISE NOTED. DOUBLE STUDS SHOULD BE FACE NAILED WITH 10d@ 6"o.c. STAGGERED. 2. PROVIDE MINIMUM FOOTING SIDECOVERAT ALL POST OR COLUMN BASES PER THE CURRENT SIMPSON CATALOG. TYPICALLY THE MINIMUM SIDECOVER IS 2" FOR PB OR LCB Af:H./\SBS.J~CBSQ,GRq!3-BOj,.lJ~. 3. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: ~ A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT, B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE SOILS REPORT. GEOTECHNICAL SPECIFICATIONS AND DESIGN CRITERIA 1. ALL GRADING SHALL BE PERFORMED UNDER OBSERVATION AND TESTING BY A QUALIFIED ~ CIVIL ENGINEER OR GEOTECHNICAL ENGINEER AND IF REQUIRED, BOTH A QUALIFIED CIVIL ENGINEER OR GEOTECHNICAL ENGINEER AND AN ENGINEERING GEOLOGIST. ALL GRADING MUST BE DONE IN ACCORDANCE WITH APPLICABLE CITY ORDINANCE AND THE RECOMMENDATIONS AND SPECIFICATIONS SET FORTH IN THE SOILS REPORT OR GEOLOGICAUGEOTECHNICAL INVESTIGATION: GEOTECHNICAL INVESTIGATION FOR THE SUBJECT PROPERTY LOCATED AT 917 ORCHID WAY BY APPLIED CONSULTANTS DATED DECEMBER 31, 2020. 2. ALL FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MOST RECENT VERSION OF A.S.T.M. D-1557 OR AN APPROVED ALTERNATIVE STANDARD FOUNDATION PLAN KEY NOTES \17 I G) (N) 4" CONCRETE SLAB ON GRADE w/#3 BAR @ 18" EACH WAY@ MIDDLE OVER 2" OF SAND V [~ OVER 10 MIL VISQUEEN VAPOR BARRIER OVER 2" OF SAND OR GRAVEL CT) (N) 12"Dx12W' BELOW GRADE CONCRETE FOOTING. w/(2)#4 BAR TOP & BOTTOM ANCHOR BOLTING PER FOUNDATION PLAN NOTES OR PER SHEAR WALL SCHEDULE @ L HD __Q, OW TO L UD FRAMING PLAN KEY NOTES PROJECT NUMBER CDP 2020-0046 I ··_/.-!. : ,\:- ·,'.; ... ):'" ·'·: . ·'- .'. ·:Lµ.wJ-!-\\LWJ~lliiJJ!-"-1-1 ·DESIGNERS CLIENT ARCHITECT /ENGINEER 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 www.mpa-architects.com MEMBER AMERICAN INSTITUTE OF ARCHITECTS @ (N) PRE-MANUFACTURED ROOF TRUSSES@ 24"o.c. REFERENCE #T1 REVISIONS (D (N) PRE-MANUFACTURED ROOF TRUSSES@ 24"o.c. REFERENCE #T2 ~- @ (N) PRE-MANUFACTURED GIRDER TRUSS REFERENCE #T1A 1---------w CORRECTIONS SHEAR TRANSFER TRUSSES D 01.14.2021 @ (N) PRE-MANUFACTURED TRUSS REFERENCE #T1A 500# SHEAR TRANSFER@ GRID(]) BETWEEN GRIDS@&© NAIL ROOF PLY 8d@ 6"o.c. D ® (N) PRE-MANUFACTURED TRUSS REFERENCE #T2B 1500# SHEAR TRANSFER@ GRID@ BETWEEN GRIDS@ &@NAIL ROOF PLY 8d @ 6"0.c.D1--------- ® (N) PRE-MANUFACTURED TRUSS REFERENCE #T2A 1250# DRAG@ GRID@ BETWEEN(1) &@NAIL ROOF PLY 8d@ 3"o.c. DATE 10.08.2020 (!) (N) PRE-MANUFACTURED TRUSS REFERENCE #T2B 500# SHEAR TRANSFER@ GRID@ BETWEEN GRIDS(1) &@ NAIL ROOF PLY 8d @6"o.c. @ (N) 6x8 DF # 1 HEADER (RB1) @ (N) 6x6 DF # 1 HEADER (RB2) @) (N) 6x8 DF # 1 HEADER (RB3) (jJ) (N) 6x8 DF #1 HEADER (RB4) @ (N) 6x6 HEADER @ (N) ST6236 GIRDER TRUSS TO TOP PLATE @ (N) DSC2 DRAG STRUT CONNECTOR w STRUCTURAL PLANS DETAILS S1.0 SHEAR PANEL WHERE OCCURS PER FRAMING PLAN E.N. N.G. ~-+---7":;:--------------STUD WALL PER STRUCTURALS ------------ANCHOR BOLTS PER FDN. PLAN AT P.T.D.F. MUDSILL _________ UPPER BAR LOCATION -t rc:+~~s:::::=:t--sLAB REINF. PER FDN. PLAN fft:;:1~ttg~~EEE_::]~ -~[~===SLAB PER FDN. PLAN SUBGRADE PER FDN. PLAN 111 I I l~l l=- 11111111111! I ---- PER FDN. PLAN -------EDGE NAILING (E.N.) TYPICAL AT ALL PLYWOOD EDGES ____ BLOCKING WHEN SPECIFIED ~--PLATE OR Sill ------BOUNDARY NAILING (B.N.) -----FIELD NAJLING (F.N.) NOTES: 1. RUN LONG DIMENSION OF PLYWOOD PERPENDICULAR TO JOIST OR RAFTER. 2. STAGGERENDJOINTS 24' MIN. AS SHOWN 3. NAJLING SIZE AND SPACING AS NOTED ON PLAN. 4. NAILS SHALL HAVE A MIN 318" EDGE DISTANCE. 5. ALL JOISTS ANO RAFTERS SHALL BE LAJD OUT IN A 48" MODULE TO COINCIDE WITH PLYWOOD PATTERN. 6. USE TONGUE AND GROOVE PLYWOOD ON UNBLOCKED FLOORS. 7. WHERE JOISTS OR RAFTER LAP SPLICE OCCURS AND PLYWOOD JOINT IS CONTNUOUS, FRAME JOISTS OR RAFTERS PER DETAIL 'ft!. 8. PROVIDE B.N. TO TOP PLATES, DRAG ANO TIE BEAMS AND ALL SIMILAR MEMBERS. 9. #10 SCREWS MAY BE SUBSTITUTED FOR 10dCOMMON NAILSATFLOOR DIAPHRAGMS. SCREW SPACING SHALL MATCH SPECIFIED NAIL SPACING. SEE N-1 FOR FLOOR/ROOF SHEATHING NOTES -----PLYWOOD ~---PLYWOOD JOINT I 16D@ 12" OIC I '( '----2"x4" I "'--JOIST OR _, RAFTER BEYOND AT LAP SPLICE DETAIL 'A' ,.---JOIST OR RAFTER ~--PLY JOINT ~---2"x4" FLAT BLOCKJNG WI Z2 "Z" CLIPS AT EA. END OR TOE NAJL W/2-16d EA END (NOT REQUIRED AT DETAIL 'B' T&G PLYWOOD OR WHEN BLOCKJNG IS SPECIFIC- ALLY OMlfilD) FRAMING 2x CRIPPLES AT 16" OIC, U.N.O HEADER PER FRAMING PLAN DBL. TOP PLATE CONNECTION PER FRAMING PLAN 2-16d FACE NAJL THRU LOWER PLATE, TYP. AT EACH STUD 4-16d THROUGH 4x4 6-16d THROUGH 4x8 8-16d THROUGH 4x12 16d FACE NAIL, ENTIRE LENGTH KING STUD SINGLE 2x TRIMMER UNLESS NOTED OTHERWISE, PROVIDE DBL. TRIMMER ON ALL OPENINGS OF EIGHT FEET OR GREATER 2x BLOCK AT MID-HEIGHT MIN. 2 snuo BAYS EACH SIDE OF OPENING 2x SILL Wl2-16d FACE NAIL INTO EACH STIUD 2-16d FACE NAIL OR 2-8d TOENAJL EACH SIDE OF STUD, U.N.O. P.T.D.F. SILL PLATE PER PLAN r NOTES: 1. HEADERS, KINGSTIUDS, AND OTHER REFERENCES ON PLAN GOVERN OVER TYPICAL DETAIL 2. SEE SHEAR PANEL SCHEDULE FOR ADDITIONAL INFORMATION ~ J / I / "'' V - V" / :~ ~ v ,. I -- ~ '/ / A I '"I / / / / I I J ~ I 8" / < ,. FLASHING STEPS INSTALL WINDOW INTO ROUGH OPENING WITH SILL AND JAMB FLANGES OVER PREVIOUSLY INSTALLED FLASHING. ATTACH HEAD FLASHING OVER THE WINDOW FLANGE, STEP2 ATTACH JAMB STRIPS WITH SIDE EDGE EVEN WITH ROUGH JAMB FRAMING. START STRIP 1" BELOW LOWER EDGE OF SILL STRIP AND EXTEND 4" MINIMUM ABOVE LOWER EDGE OF HEADER STEP 1 ATTACH SISAL KRAFT WITH TOP EDGE LEVEL WITH ROUGH SILL; EXTEND FLASHING BEYOND EDGE OF ROUGH OPENING ATLEAST8". STEP 4 (WHEN APPLICABLE) COMMENCING ATTHE BOTTOM Sill OF THE WALL, LAY BUILDING PAPER UNDER SILL STRIP CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EACH SIDE OF OPENING DO NOT SLICE BUILDING PAPER HORIZONTALL YSO THAT THE PAPER WILL LAP OVER THE JAMB STRIPS. INSTALL SUCCESSIVE LINES OF BUILDING PAPER OVER JAMB AND HEAD FLANGES, LAPPING EACH COURSE. _ 11 a·_= 1 ~·--F_OO_TI_NG_,_EX_TE_RIO_R_W_AL_L ___ 0-Nos_~ _______ P_Lffl_OO_D_D_IAP_HAA_ 22 _~_ 6 S_PE_C_IFl_~_TIO_N_S _______ 0-Nos-~LE ______ CO_N_NE_CT_IO_N_S&_F_~_SH_IN_G_M_FAA_ME_D_OP_E_NIN_G_S _______ 0 E.N. ,--------OUTLOOKER, SEE DETAJL B.N. TOP CHORD FIELD INSTALLED 2x EQUAL IN SIZE TO TOP CHORD, NAIL 10d AT 4" OIC ,--------GABLEENDTRUSS 2x BRACE PER TRUSS ---tt-t-----. MANUFACTIURER BOTTOM CHORD SHEAR PANEL PER FRAMING PLAN E.N. FRAMING ANCHOR PER SHEAR PANEL SCHED. (24" OIC MAX) E.N. 16d AT 8" OIC (WHERE SHEAR PANEL OCCURS) ~--TOP PLATE ----STUDS PER FRAMING PLAN ....____t---SHEAR PANEL WHERE OCCURS NOTE: THE INFORMATION CONTAINED IN THIS DETAJL APPLIES TO SHEAR TRANSFER CONNECTIONS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR EAVE TREATMENT ROOF SHEATHING EXPOSED TO THE WEATHER SHALL BE EITHER EXTERIOR GRADE PLYWOOD OR 1x T&G STARTER BOARDS ------BOTTOM CHORD AT AT SCISSOR TRUSS _________ TOP CHORD OR RAFTER PER FRAMING PLAN ----TRUSS CLIP WHERE OCCURS ,-------ROOF PLY PER STRUCTURALS ,------FACE NAIL C.J. TO RAFTER WI 3-16d AT STACKED ROOF ,,,-------B.N. ROOF PLY AT SPLICE 1----------:=1::~~1• ~~~"'£ SOLID BLOCKING NOTE: THE INFORMATION CONTAINED IN THIS DETAIL APPLIES TO SHEAR TRANSFER CONNECTIONS ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR EAVE TREATMENT A35 OR EQUAL PER SHEAR PANEL SCH., 24" DIC MIN. E.N. DBL. TOP PLATE WITH 48' MINIMUM LAP --.____ SHEAR PANEL PER SCHEDULE WALL FRAMING PER PLAN -------ROOF PLY PER STRUCTIURALS ------SCISSOR TRUSS B.N. ROOF PLY SOLID BLOCKJNG A35@24"0ICMIN. 2x4@24" LUS24 HANGER HEADER PER PLAN -------1 I \ I BOTTOM CHORD OR JOIST---/-, 7~-:;1'5~f=7-~I I : 112" MIN. CLEAR SIMPSON STC TRUSS CLIP __ \~ I I / \ I \ / ', / ,_ ---✓\ --/ ' / ' I \ I I I STC TRUSS CLIP I I I / I ' / -/ BOTTOM CHORD OR JOIST r----2x4 MIN. AT 32"DIC STUD WALL. ,P#ER:__----T FRAMING PU f'St------FIREBLOCK WHEN WALLHGT.EXCEEDS------- PARALLEL 10 FEET P.T.D.F. MUDSILL WITH HILTI ·as· POWER DRIVEN ANCHOR WI WASHER, .177 DIA. x 3" LONG, ICBO 23 !NISH FLOOR PERPENDICULAR -1'=1'--0" _S_HE_AR_T_AA_NS_FE_R_, G_AB_LE_E_ND_A_T T_RU_S_S -0-NOS-CALE_S_H_EA_R _TAA_N_SF_ER_, R_O_OF_T_O W_A_LL __ 0-NOS_~ __ SH_EA_R_TAA_N_SF_ER_, _RO_OF_T_O _WA_LL __ 0 3/4"=1'-0" NON-BEARING PARTITION CONNECTION 7 SURFACE OF FINISH GRADE ADJOINING FDN. PERIMETER 7•-0• MIN. PERFDN PLAN _ 1112 __ =1'-a· __ D_EE_PE_N_ED_F_OO_TI_NG_A_T S_LO_P_E --0~ w PROJECT NUMBER CDP 2020-0046 ::::> 0 <( DESIGNERS CLIENT ARCHITECT/ENGINEER 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 www.mpa-archttects.com MEMBER AMERICAN INSTITUTE Of ARCHITECTS REVISIONS w CORRECTIONS 01.14.2021 DATE 10.08.2020 STRUCTURAL DETAILS S2.0 FOUNDATION PLAN SHEET NOTES 1. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN 2500 PSI AT 28 DAYS, 2. PLACE CONCRETE SLABS OVER 2 INCHES SAND, OVER 10-Mll POLYETHYLENE VAPOR BARRIER, OVER 2 INCHES OF SAND OR GRAVEL BASE UNLESS OTHERWISE NOTED ON FOUNDATION PLAN OR SOILS REPORT. 3. UNLESS OTHERWISE NOTED, REINFORCE SLAB WITH #3 REBAR AT 18" 0/C EACH WAY, PLACED AT CENTERLINE OF SLAB. 4. BOTTOM OF FOOTING SHALL BE EMBEDDED AT LEAST 12 INCHES BELOW THE LOWEST ESTABLISHED ADJACENT NATURAL GRADE OR COMPACTED, CERTIFIED Fill. MINIMUM FOOTING WIDTH SHALL BE 12 INCHES 5. All HOLDOWNS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 6. UNLESS OTHERWISE NOTED, All ANCHOR BOLTS SHALL BE MIN. 12" LONG WITH A MIN. EMBEDMENT OF 7", SPACED A MINIMUM OF 60" 0/C. MINIMUM BOLT DIAMETER SHALL BE 5/8"DIAMETER 7. SEE SHEAR PANEL SCHEDULE FOR REQUIRED ANCHOR BOLT SPACING AT SHEAR PANELS. PROVIDE A MINIMUM OF TWO ANCHOR SOL TS AT EACH SHEAR PANEL (ONE SOLT WITHIN 9" OF EACH PANEL EDGE) 8. PROVIDE A MINIMUM OF 2 ANCHOR BOLTS FOR EACH PIECE OF MUDSILL WITH ONE SOLT LOCATED NOT MORE THAN 12" OR LESS THAN 5 1/4" FROM THE ENDS OF THE MUDSILL. 9. PLATE WASHERS A MINIMUM OF 3 INCH x 3 INCH X 0.229' THICK SHALL BE USED ON EACH ANCHOR BOLT; THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 3/16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NO TO EXCEED 13/4", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATIE WASHER AND NUT. 10. PROVIDE CONTROL JOINTS AT A SPACING OF NO MORE THAN 36 TIMES THE SLAB THICKNESS. JOINT PATTERNS SHALL BE AS CLOSE TO SQUARE AS POSSIBLE (1: 1.2 MAX RATIO, LENGTH TO WIDTH.) 11. THE FOOTING EXCAVATION SHALL BE KEPT FREE FROM LOOSE MATERIAL AND STANDING WATIER. 12. All WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED DOUGLAS FIR. 13. All POWER DRIVEN PINS SHALL BE MANUFACTURED BY Hll Tl, PIN OS POWDER DRIVEN ANCHOR, .177 DIA x 11/2" LONG AT METAL STUD TRACKS, 3" LONG AT 2xWOOD PLATES, ESR#1663 14. ALL FOOTINGS SHALL BE STEPPED AT SLOPES THAT EXCEED ONE IN TEN. 15. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94-94 AND PER SECTION 1903.9-MIXING AND PLACING OF CONCRETE 16. AGGREGATES FOR NORMAL WEIGHT CONCRETIE SHALL CONFORM TO [ASTM C-33-94] STANDARD WEIGHT 17. All CONCRETE SHALL HAVE A MAXIMUM DRY DENSITY OF 150 PCF (U.N.0.) 18. NO CONDUIT PLACED IN THE SLAB SHALL HAVE AN OUTSIDE DIAMETER GREATER THAN 1/3 THE THICKNESS OF THE SLAB. NO CONDUIT SHALL BE EMBEDDED IN A SLAB THAT IS LESS THAN 31/2" THICK. EXCEPT FOR LOCAL OFFSETS, MIN. CLEAR DISTANCE BETWEEN CONDUITS SHALL BE 6". DISTANCE BETWEEN CONDUITS SHALL BE 6". 19. REFER TO THE FRAMING PLAN FOR THE LOCATION OF STRONG-WALLS (OR SIMILAR PRODUCTS). FOOTINGS, ANCHORS, INSTALLATION TEMPLATES, ETC. SHALL CONFORM TO THE MANUFACTURERS SPECIFICATIONS AND SHALL TAKE PRECEDENCE OVER THE INFORMATION CONTAINED IN THIS DRAWINGS. 20. ALL CONTINUOUS FOOTINGS SHALL BE REINFORCED WITH 2-#4, TOP AND BOTTOM, U.N.O. ALL REINFORCING BARS SHALL CONFORM TO THE STD. SPECIFICATION FOR DEFORMED BILLET-STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM DESIGNATION A615, GRADE 60 EXCEPT #3 BARS SHALL BE GRADE 40. 21. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185. 22. MAINTAIN MANUFACTURERS "EDGE DISTANCE" REQUIREMENTS FOR ALL SHOT PINS, SSTB ANCHOR BOLTS, POST AND COLUMN BASES, HOLDOWNS, KWIK BOLT TYPE ANCHORS AND EPOXY-TIE/RETROFIT SYSTEMS. 23. SLAB TO HOLDOWN POST CONNECTION DIMENSION MAY BE INCREASED TO A MAXIMUM OF 18" WHEN COLUMN BASE INTERFERES WITH TYPICAL HOLDOWN INSTALLATION. 24. ALL SURFACE WATER SHALL DRAIN AWAY FROM BUILDING 25. PROVIDE LIFER GROUND NEAR MAIN ELECTRICAL SERVICE, MIN. 20 LINEAL FEET HORIZONTAL. VERIFY LOCATION WITH SERVING UTILITY COMPANY 26. WHEN SPECIFIED, ALL SIMPSON SSTB ANCHOR BOLTS SHALL BE INSTALLED PER THE SPECIFICATIONS CONTAINED IN THE MOST RECENT EDITION OF THE SIMPSON CATALOG. THE MINIMUM FOOTING DEPTH AT SSTB BOLT INSTALLATIONS SHALL BE THE MINIMUM BOLT EMBEDMENT DEPTH PLUS 8 INCHES. 27. TITEN HD HEAVY DUTY SCREW ANCHORS (ESR 2713) MAY BE SUBSTITUTED FOR SPECIFIED ANCHOR BOLTS. WHERE 112" OR 3/4' DIA. ANCHOR BOLTS ARE SPECIFIED, TITEN HD ANCHOR DIAMETER AND SPACING SHALL MATCH THE ANCHOR DIAMETER/SPACING INDICATIED ON THE PLANS. WHERE 314" ANCHOR BOLTS ARE SPECIFIED, 5/8" DIAMETER TITEN HD SCREW ANCHORS MAY BE USED HOWEVER ANCHOR SPACING SHOULD BE REDUCED BY 50%. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR ALL TITEN HD . . /NSTA' I ·- 28. THE MAXIM OM ALLOWABLE SOIL BEARING SHALL BE\,S FOLLOWS: C NTINUOUS FOOTING 2,000 PSF S READ FOOTING 2,000 PSF TABLE 2304.9.1 FASTENING SCHEDULE CONNECTION 1. JOISTTO Sill OR GIRDER 2. BRIDGING TO JOIST 3. 1" x 6" SUBFLOOR OR LESS TO EA. JOIST 4. WIDER THAN 1" x 6" SUBFLOOR TO EA. JOIST 5. 2" SUBFLOOR TO JOIST OR GIRDER 6. SOLE PLATE TO JOIST OR BLOCKING SOLE PLATE TO JOIST OR BLl~G AT BRACED WALL PANEL 7. TOP PLATIE TO STUD 8. STUD TO SOLE PLATIE 9. DOUBLE STUDS 10. DOUBLE TOP PLATIES DOUBLE TOP PLATES 11. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 12. RIM JOISTTO TOP PLATE 13. RIM JOIST TO TOP PLATE 14. CONTINUOUS HEADER, TWO PIECES 15. CEILING JOISTS TO PLATE 16. CONTINUOUS HEADER TO STUD 17. CEILING JOISTS, LAPS OVER PARTITIONS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 18, CEILING JOISTS TO PARALLEL RAFTERS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) 19. RAFTIER TO PLATE (SEE SECTION 2308.10.1, TABLE 2308.10.1) 20. 1" DIAGONAL BRACE TO EACH STUD AND PLATE 21. 1"x8" SHEATHING TO EACH BEARING 22. WIDER THAN 1" x8' SHEATHING TO EACH BEARING 23. BUILT-UP CORNER STUDS 24. BUILT-UP GIRDER AND BEAMS 25. 2" PLANKS 26. COLLAR TIE TO RAFTER 27. JACK RAFTER TO HIP 28. ROOF RAFTER TO 2x RIDGE BEAM 29. JOISTTO BAND JOIST 30. LEDGER STRIP " 31. WOOD STRUCTURAL PANELS & PARTICLEBOARD SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) SINGLE FLOOR (COMBINATION SUBFLOOR- UNDERLAYMENT TO FRAMING) 32. PANEL SIDING (TO FRAMING) 33. FIBERBOARD SHEATHING" 34. INTERIOR PANELING FOR SI: 1 incli = 25.4mm. FASTENING 3 -8d common (2-112" x 0.131") 3-3" x0.131" nails 3 -3" 14 gage staples 2 -&l common (2-112" x 0.131") 2-3" x 0.131" nails 2-3" 14 gage staples 2 -8d common (2-1/2" x 0.131") 3 -8d common (2-112" x 0.131') 2-16d common (3-1/2" x0.162') 16d (3-112" x 0.135") AT 16" o.c. 3" x 0.131" nails at 8" o.c. 3" 14 gage s/aples al 12" o.c. 3" -16d (3-1/2" x 0.135') at 16" 4-3" x 0.131' nails at 16' 4 -3' 14 gage staples per 16" 2-16d common (3-1/2" x0.162") 3-3"x0.131"nails 3-3" 14 gage staples 4-8d common (2-112" x 0.131") 4-3"x0.131'nails 3 -3" 14 gage staples 2 -16d common (3-1/2" x 0.162") 3-3"x0.131'nails 3-3" 14 gage staples 16d (3-1/2"x0.135") at24"o.c. 3' x 0.131" nail at 8" o.c. 3' 14 gage staple at 8" o.c. 16d (3-1/2" X 0.135") al 16" o.c. 3' x 0.131' nail at 12" o.c. 3" 14 gage staple at 12" o.c. 8 -16d common (3-1/2" x 0.162") 12-3" x 0.131" nails 12 -3" 14 gage staples 3-8d common (2-1/2" x 0.131") 3 -3" x 0.131" nails 3 -3' 14 gage staples 8d (2-1/2" X 0.131") at 6" o.c. 3' x0.131" nail at 6" o.c. 3' 14 gage staple at 6" o.c. 2-16d common (3-1/2" x 0.162") 3-3'x0.131"nails 3 -3" 14 gage staples 16d common (3-1/2"x 0.162'1 3 -8d common (2-1/2" x 0.131') 5-3" x 0.131" nails 5-3' 14 gage staples 4 -8d common (2-112" x 0.131") 3-16d common (3-112" x 0.162") minimum, Table2308.10.4.1 LOCATION TOENAIL TOENAIL EACH END FACE NAIL FACE NAIL BLIND AND FACE NAIL TYPICAL FACE NAIL BRACED WALL PANELS END NAIL TOENAIL END NAIL FACE NAIL TYPICAL FACE NAIL LAP SPLICE TOENAIL TOENAIL FACE NAIL 1S' o.c. along edge TOENAIL TOENAIL 4-3"x0.131"nails FACE NAIL 4-3' 14 gage stap~s 3 -16d common 13-112' x 0.162'1 minimum, Table 2308.10.4.1 4-3" x 0.131" nails FACE NAIL 4 • 3" 14 gage s/apffiS 3 -8d common (2-112" x 0.131") 3-3" x 0.131" nails TOENAIL 3-3' 14 gage staples 2-Bd common (2-11? x 0.131") 2-3' x 0.131" nails FACE NAIL 3 -3' 14 gage staples 3-8d common (2-1/2" x 0.131") 3-8d common (2-112" x 0.131") 16d common (3-112' x 0.162') 3"x0.131"nails 3' 14 gage staples 20d common (4" x 0.192") 32" o.c. 3" x 0.131" nail at 24" o.c. 3" 14 gage staple at 24" o.~ 2 -20d common (4' x 0.192") 3-3"x0.131" nails 3 -3" 14 gage staples 16d common (3-112" x 0.162") 3-10d common (3" x 0.148") 4-3'x0.f31'nails 4-3' 14 gage stap~s 3-10d common (3' x 0.148') 4-3' x 0.131' nails 4-3" 14 gage staples 2-16d common (3-1/2" x0.162") 3-3"x0.131"nails 3 -3' 14 gage staples 2 -16d common (3-1/2" x 0.162") 3-3" x 0.131" nails 3 -3" 14 gage staples 2 -16d common (3-1/2' x 0.162") 3-3"x0.131"nails 3-3' 14 gage stap~s 3-16d common (3-1/2' x 0.162") 4-3"x0.131"nails 4-3' 14 gage staples 3 -16d common (3-1/2" x0.162') 4-3" x 0.131" nails 4-3' 14 gage staples 112" and less 19/32" lo 314" 718' to 1' 1-1/8'to1-1/4" 314" and less 7/B" to 1• 1-1/B"to 1-1/4" 1/2" or less 5f8" 1/211 6d~1 2-318' x 0.113" nail' 1-3/4' 16 gage• 8d'or6d' 2-3/8" x 0.113" nail• 2' 16 gage• Bd' 10'or8d' Bd' 8d' 10'or8d' 6d' ad' " FACE NAIL FACE NAIL 24" 0.C. 16R O.G. 16" o.c, FACE NAIL AT TOP & BOTTOM STAGGERED ON OPPOSITE SIDES FACE NAIL AT ENDS AND AT EACH SPLICE AT EACH BEARING FACE NAIL TOENAIL FACE NAIL TOENAIL FACE NAIL FACE NAIL FACE NAIL No. 11 gage rooiinj nail 6d common nail (2' x 0.113") No. 16 gage staple' " 25/32' 114" 3/8" No. 11 gage roofing nail 8d common nail (2-)/2' x 0.113") No. 16 gage staple 4d' 6d' a. COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. b. NAILS SPACED AT 6" ON CENTER AT EDGES, 12" AT INTERMEDIATE SUPPORTS EXCEPT 6' AT SUPPORTS WHERE SPANS ARE 48" OR MORE. FOR NAILING OF WOOD STRUCTIJRAL PANEL & PARTICLEBOARD DIAPHRAGMS & SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. c. COMMON OR DEFORMED SHANK {6d-2" x 0.113"; 8d • 2-112' x 0.131'; 10d • 3' x 0.148j. d. COMMON (Sd -2' x 0.113'; 8d · 2-112' x 0.131'; 10d-3" x 0.148"). e. DEFORMED SHANK {6d-2" x 0.113"; Bd-2-1tz' x 0.131"; 10d -3' x 0.148"). f. CORROSION-RES/STANT SIDING (6d-1-7/8" x 0.106'; Bd -2-318' x 0.128j or casing (6d-2' x 0.099" ; Bd-2-112" x 0.113j nail. 9. FASTENERS SPACED 3' 0/C AT EXTERIOR EDGES & 6' 0/C AT INTERMEDL'oTE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES 0/C ON THE EDGES & 12 INCHES 0/C AT INTERMEDL'oTE SUPPORTS FOR NONSTRUCTIJRAL APPLICATIONS h. CORROSION-RESISTANT ROOFING NAILS WITH 7116' DIAMETER HEAD & 1 112" LENGTH FOR 112' SHEATHING & 1 314' LENGTH FOR 25132" SHEATHING i. CORROSION-RESISTANT STAPLES WITH NOMINAL 7116" CROWN & 1118" LENGTH FOR 112' SHEATHING & 1112' LENGTH FOR 25/32" SHEATHING. PANEL SUPPORTS AT 16 INCHES (20 INCHES If STRENGTH AXIS IN THE LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED. j. CASING (1-112" x O.OBOj OR FINISH (1-112' x 0.0721 N/ILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. k PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. I. FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (2-112' x 0.1131 ARE THE MINIMUM REQUIRED FOR WOOD SlRUCTURAL PANELS. m. STAPLES SHAil HAVE A MINIMUM CROWN WIDTH Of 7116 INCH. n. FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDL'oTE SUPPORTS. o. FASTENERS SPACED 4 INCHES ON CENTER AT EOG ES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR & WALL SHEATHING & 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING. p. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES ATINTERMEDIATE SUPPORTS. FRAMING PLAN SHEET NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 15. 16. 17. 18. 19. 20. 21. 22. 25. 24. 25. 26. 27. 28. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. PROVIDE LTP4 BY "SIMPSON" 24" 0/C AT All SHEAR TRANSFER CONNECTIONS BETWEEN TOP PLATE AND ROOF BLOCKING EXCEPT WHERE OTHERWISE NOTED ON SHEAR PANEL SCHEDULE. ALL NAILING SHALL COMPLY WITH TABLE 2304-9.1 PROVIDE A MINIMUM OF 1/2" CLEAR BETWEEN TOP PLATES OF NONBEARING PARTITIONS AND TRUSS BOTTOM CHORD DRAFTSTOPS SHALL BE PROVIDED AT EVERY 3000 SQUARE FEET AND/OR SIXTY LINEAL FEET, U.N.0. RAFTERS 12" OR MORE IN DEPTH SHALL BE SUPPORTED LATERALLY BY BRIDGING OR BLOCKING AT INTIERVALS NOT EXCEEDING 8'-0', UNLESS BOTH EDGES ARE HELD IN LINE. All HEADERS WITHOUT DESIGNATION SHALL BE 4x4 DF #1 (2x4 STUD WALLS OR PARTITIONS) OR 6x6 OF #1 (2x6 STUD WALLS) PROVIDE FIRESTOPSATTHE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT TEN FOOT INTERVALS ALONG THE LENGTH OF THE WALL. B. AT All INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCURS AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. C. IN OPENINGS AROUND VENTS, PIPES, DUCTS AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE AT CEILING AND FLOOR LEVELS, WITH NON- COMBUSTIBLE MATERIALS. COLUMNS AND POSTS LOCATED ON CONCRETE FLOORS EXPOSED TO THE WEATHER OR TO WATER SPLASH AND WHICH SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. ALL PLYWOOD USED IN EXPOSED AREAS SHALL BE EXTERIOR GRADE PER THE CURRENT EDITION OF THE I.B.C. All EXPOSED PLYWOOD SHALL BE PLUG AND TOUCH SANDED, APPEARANCE GRADE. IN ALL CONDITIONS PLYWOOD SHEATHING SHALL BE CONTINUOUS AT LOWER ROOF FRAME (BELOW CRICKETS AND CALIFORNIA FILLS, ETC. PROVIDE ATTIC VENTILATION EQUAL TO 11150TH OF ATTIC AREA. WHEN SPECIFIED, PROVIDE A MINIMUM ATTIC ACCESS OF 20"x30" WITH 30" MIN. HEADROOM. PROVIDE ACCESS AT EACH AREA SEPARATED BY A DRAFTSTOP. ALL MUDSILLS SHALL BE P.T.D.F. OR APPROVED REDWOOD. ALL ROOF PLYWOOD SHALL HAVE UNBLOCKED EDGES UNLESS OTHERWISE NOTED. SEE SHEAR PANEL SCHEDULE FOR SHEAR TRANSFER CONNECTIONS, TOP PLATIE NAILING, SOLE PLATE NAILING AND SPECIAL MUDSILL AND STUD REQUIREMENTS PROVIDE 2x6 BACKING FOR All GRAB BARS, TOWEL BARS, DISPENSERS AND SIMILAR EQUIPMENT. All STRUCTURAL LUMBER SHALL BE DOUGLAS FIR, VISUALLY GRADED OR MACHINE GRADED AS SPECIFIED IN THE CURRENT EDITION OF THE GOVERNING CODE. FRAMING MEMBERS SHALL BE EQUAL TO OR GREATER THAN SPECIFIED BELOW, U.N.O.: THICKNESS GRADE 4' NOM. AND SMALLER GRADE NO 2 LARGER THAN 4" NOM GRADE NO. 1 STUDS (2 x 4 AND 2 x 6) STUD GRADE EXCEPT WHERE NOTED OTHERWISE, ALL STRUCTURAL Pl YWOOD SHEATHING SHALL BE DOUGLAS FIR STANDARD GRADE C-0 WITH EXTERIOR GLUE CONFORMING TO THE LATEST EDITION OF THE 1.8.C. ALL PANELS SHALL BEAR LEGIBLE APA STAMPS. All HORIZONTAL SHEATHING SHALL BE LAID FACE GRAIN PERPENDICULAR TO FRAMING. WALL SHEATHING SHALL BE APPLIED VERTICALLY. ALL PLY SHEATHING SHALL BE APPROVED BY THE BUILDING INSPECTOR BEFORE COVERING. ALL NAILINGS SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND REGULATIONS. UNLESS OTHERWISE NOTED, ALL WOOD Sill PLATES UNDER BEARING, EXTERIOR, OR SHEAR WALLS IN CONTACT WITH CONCRETIE OR MASONRY SHALL BE BOLTED TO CONCRETE OR MASONRY W/518" X 12" BOLTS AT 6'-0" O.C. BEGINNING AT 9" MAXIMUM FROM EACH END OF THE PLATES. EMBED BOLTS A MINIMUM OF 8' INTO CONCRETE OR MASONRY. "RAMSET" 7/32 POWER DRIVEN PINS (AT 113 OF BOLT SPACING OR 2'-0' MAXIMUM) MAY BE SUBSTITUTED FOR ANCHOR SOL TS AT INTERIOR NON-SHEAR WALLS ONLY. ALL HARDWARE SHALL BE MANUFACTURED BY SIMPSON COMPANY. ALTERNATE HARDWARE MANUFACTURERS WILL NOT BE ACCEPTED. ALL WALLS SHALL HAVE BRACING PROVIDED BY ONE OF THE METHODS REQUIRED BY THE CURRENT EDITION OF THE I.B.C. All NAILS SHALL BE COMMON NAILS. MINIMUM NAILING REQUIREMENTS OUTLINED IN THE CURRENT EDITION OF THE I.B.C, SHALL BE FOLLOWED UNLESS OTHERWISE NOTED. RE-TIGHTIEN All BOLTS BEFORE CLOSING IN. USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOB SITE DEMONSTRATION FOR EACH PROJECT AND THE APPROVAL BY THE PROJECT ARCHITECT OR STRUCTURAL ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED SATISFACTORY PERFORMANCE. MACHINE NAILING Will NOT BE APPROVED IN 5/16 INCH PLYWOOD. IF NAILHEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FORA HAND HAMMER OR IF MINIMUM ALLOWABLE EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE WILL BE DEEMED UNSATISFACTORY. WHEN BEARING ON WOOD, ALL BOLTS CALLED OUT ON DRAWINGS SHALL HAVE MALLEABLE IRON WASHERS UNDER THE HEAD, AS LISTED BELOW. ALL BOLTS SHALL HAVE A MINIMUM EMBEDMENT IN CONCRETE OR MASONRY AS LISTED BELOW: BOLT DIAMETER 1/2" 518" 314' 7/8" 1" WASHER-THICKNESS WASHER-DIAMETER HORIZONTAL EMBEDMENT 7" 5/16" 2 3/4" 7" 318" 3" 7" 7/16" 3 1/2" 7" 1/2" 4" 7" ALL ANCHOR BOLTS SHALL BE 12" LONG, UNLESS NOTED OTHERWISE PROVIDE 3" x 3" x 0.229" PLATE WASHERS ON ALL ANCHOR BOLTS (CBC SEC. 2305.3.11) FOR ALL LAG BOLTS, PRE-DRILL HALF THE DIAMETER IN THE THREADED PORTION, PRE-DRILL FULL SHANK DIAMETER IN THE UNTHREADED PORTION. OSB BOARD WITH EQUAL OR GREATER DESIGN VALUES MAY BE SUBSTITUTED FOR SPECIFIED PLYWOOD SHEAR PANELS AND ROOF/FLOOR DIAPHRAGM SHEATHING. ANY OSB PRODUCT UTILIZED SHALL BE APPROVED BY THE AMERICAN PLYWOOD ASSOCIATION AND I.C.8.0. FOR THE SPECIFIC PROPOSED USE. IF ANY SUBSTITUTION IS MADE, APPROVAL FROM THE ARCHITECT SHALL BE OBTAINED PRIOR TO ORDERING THE MATERIAL. WHEN STUCCO IS TO BE APPLIED OVER PLYWOOD, PROVIDE A MINIMUM OF TWO LAYERS OF GRADED PAPER. WHERE TOP AND BOTTOM PLATES ARE CUT FOR PIPES, CONDUIT, ETC., PROVIDE SIMPSON TIE STRAP ACROSS OPENING (ST22 AT BOTTOM PLATES, ST6224 AT TOP PLATES (UNLESS SPECIFIED OTHERWISE ALL ROOF & FLOOR BEAMS SHALL BE SUPPORTED AS INDICATED ON THE FRAMING PLAN. WHEN NOT SPECIFIED, DBL. OR TRIPLE STUDS SHALL BE PROVIDED AT 4x & 6xBEAMS RESPECTIVELY. ALL WEATHER-EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING . EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. DO NOT CUT, NOTCH, DRILL, BORE, SHAVE, TAPER OR FOR ANY REASONS MODIFY PRE-ENGINEERED/ MANUFACTURED STRUCTURAL ELEMENTS SUCH AS GLUE MEMBERS PARALLAMS, MICROLAMS, /-JOISTS, LIGHT GAUGE METAL MEMBERS AND OTHER SIMILAR TIMBER OR STEEL PRODUCTS UNLESS SUCH MODIFICATIONS ARE WITHIN THE WRITTEN PARAMETERS SET FOURTH BY THE MANUFACTURER OF THAT PRODUCT OR A LETTER OF CERTIFICATION FROM THE MANUFACTURER'S ENGINEER WITH DETAIL SIGNED AND STAMPED, IS ISSUED AND AUTHORIZED BY THE PROJECT ENGINEER OF RECORD AND APPROVED BY THE GOVERNING BUILDING AUTHORITY. CUTTING OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOTE EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND NOT TO EXCEED 40% OF THE STUDIPLATIE WIDTH IN NON BEARING PARTITIONS. BORED HOLE DIAMETIER IS LIMITED TO 40% OF THE STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NON BEARING PARTITIONS OR WHEN THE BORED STUD IS DOUBLED. ALL SHEAR PANELS SHALL EXTEND TO THE FLOOR/ROOF SHEATHING ABOVE, U.N.O. PARALLAMS OF EQUAL OR GREATER DEPTH AND WIDTH MAY BE USED AS AN Al TERNATE TO ANY MICROLAM OR TIMBERSTRAND BEAMS SPECIFIED ON THESE DRAWINGS. IN WALLS SUPPORTING GIRDER TRUSSES, AT BEARING TRUSS BEARING, PROVIDE MULTIPLE STUDS EQUAL TO THE WIDTH OF OF THE TRUSS, U.N.O. UNLESS OTHERWISE NOTED, FACE NAIL All DOUBLE TOP PLATES WITH AMIN/MUM OF 12-16d NAILS AT EACH SPLICE. UNDER NO CIRCUMSTANCES SHALL NAIL SPACING EXCEED 12" 0/C. WHERE VERTICAL HOLDOWN STRAPS ARE SPECIFIED AT UPPER LEVEL SHEAR PANELS, INSTALL THE SPECIFIED STRAP AT EACH OUTSIDE EDGE OF THE SHEAR PANEL. WHERE STRAP WIDTH EXCEEDS 11/4", PROVIDE DOUBLE STUD AT STRAP LOCATION AT BOTH UPPER AND LOWER LEVELS. SHEAR PANEL SCHEDULE SEISMIC LOADS BASED UPON TABLE 4.3A, AF&PA SDPWS (PER CBC SECTIONS 2305.1 & 2306.3) 2, e, 12 i~ s. 7 1.~. 11, 14, 16 SHEAR WALL SEE 1---,----------lFOOTNOTE PAN@{1 EDGE NAILING UPPER/RASED SHEAR ALLOW ANCHOR BOLT FL. OR TOP PLATE TRANSFER SHEAR SPACING CONNECTION ~ONNECT/ON (LB/FT) ,_1_/2_' -~5=/8~' .,....3/_4_" ,.r-< SYM. 0 <v 0 ~ <9 0 <?> 0 <i> 0 0 0 ~ 0 ~ : MATERIAL 3/8' PLY OR ass 15132' PLY OR OSB 15/32" Pl Y OR OSB 19132" PLY OR OSB 15132" PLY OR ass 19132" PLY OR OSB 15132" Pl Y OR OSB 19132" PLY OR OSB 15132' Pl Y OR OSB 19132" PLY OR OSB (2) 19132" PLY OR OSB (2) 15132" PLY OR OSB (2) 19/32" PLY OR OSB (2) 15132" PLY OR OSB (2) 19132' PLY OR OSB BELOW 8d@6" 8d@6" 10d @6" 10d @6' a 10d@4" a 10d@4" a,c 10d@3" a,c 10d@3' 16d@?" 16d@6' 16d@5" 16d@5' 16d@4" 16d@ 3" 16d@3' 16d@3' a, c 10d @2" SOS@ 6" 0/C L TP5 @ 24" 220 #I 56' 0/C 72" 0/C 72" 0/C L TP5 @ 24' 260 #I 48' 0/C 72" 0/C 72" 0/C L TP5 @ 21' 310 #I 40" 0/C 58' 0/C 72' 0/C L TP5@ 19' 340 #I 36' 0/C 53" 0/C 72" 0/C LTP5@14' 460#1' 27"0/C 39"0/C 53"0/C LTP5@ 13" 510 #I 24" 0/C 35" 0/C 48' 0/C LTP5@11" 600#1 21"0/C 30"0/C 41"0/C LTP5@10" 665#1 19"0/C 27'0/C 37'0/C L TP5@8" 770 #/ 16" 0/C 23' 0/C 32" 0/C a, c 10d@ 2' SOS@ 51/2" 0/C L TP5@ 7" 870 #I 14' 0/C 21' 0/C 28' 0/C a, b,d, f 10d@4' SDS@S'O/C LTP5 @6" 1020 #I 12" 0/C 18' 0/C 24" 0/C a,b,d,e,f 10d@3' SDS@4'0/C LTP5@5" 1200#1 10"0/C 15'0/C 20"0/C a, b, d, e, f 10d@ 3" SOS @31/2' 0/C L TP5@ 5" 1330 #/ 9" 0/C 13" 0/C 18" 0/C a,b,d,e,f 10d@2' SDS@3"0/C LTPS @4' 1540 #I 8' 0/C 12' 0/C 16" 0/C a,b,d,e,f 10d@2" SDS@2112'0/C LTP5@31/2" 1740#1 7"0/C 10"0/C 14"0/C 1-------_J'----'---,_ ____ _,__ __ _J __ _,__ _ _,__-1_--i SIMPSON STRONG WALL, ICC-ES ESR-1267, SEE FRAMING PLAN FOR SPECIFIC MODEL NUMBER"·" SIMPSON STEEL STRONG-WALL, ICC-ES ESR-1679, SEE FRAMING PLAN FOR SPECIFIC MODEL NUMBER"' WIND LOADS BASED UPON TABLE 4.3A, AF&PA SDPWS (PER CBC SECTIONS 2305.1 & 2306.3) 2,ll, 12 SHEAR WALL SEE 1---~-------1 FOOTNOTIE PANEf5 UPPERJRAlsEDil SHEAR3·1 ALLOW ANCHOR sotf11'14.1s EDGE FL. OR TOP PLATE TRANSFER SHEAR SPACING NAILING CONNECTION CONNECTION (LB/FT) 1--1-12-" -F-"5""18"--3-14-. -I SYM. MATERIAL 318' PLY OR OSB 15132" PLY OR OSB 15132" PLY OR OSB 19/32" PLY OR OSB 15132" Pl Y OR OSB 19/32" PLY OR OSB 15132" PLY OR OSB 19132" PLY OR OSB 15132" PLY OR OSB 19/32" PLY OR OSB (2) 19/32" PLY OR OSB (2) 15132" PLY OR OSB (2) 19132" PLYOROSB (2)15132" PLYOROSB BELOW 8d@6' 16d@5" LTP5@21' 308#1 40"0/C 58"0/C 72"0/C 8d@6' 16d @41/2' LTP5@18" 365#1 34"0/C 49'0/C 67"0/C 10d@6" 16d@4' L TP5 @ 15' 435 #I 28" 0/C 41" 0/C 56' 0/C 10d@ 6" 16d @31/2' LTP5@13" 475#1 26"0/C 38"0/C 51"0/C a 10d@4' 16d@21/2' LTP5@10' 645#1 19'0/C 28'0/C 38"0/C a, c 10d @4' 16d @2112" LTP5@9' 715#1 17"0/C 25'0/C 34"0/C a,c 10d@3" SDSAT51/2"0/C LTP5@8" 840#1 15"0/C 21"0/C 29"0/C a,c 10d@3" SDS@5"0/C L TP5 @7' 940 #I 13" 0/C 19" 0/C 26' 0/C a, c 10d @2" SOS @41/2" 0/C LTP5@8' 1077#1 11" 0/C 17" 0/C 23" 0/C a,c 10d@2' SDS@4"0/C LTP5@51/2' 1217#110"0/C 15'0/C 20"0/C a,b,d,f 10d@4' SDS@5"0/C LTP5@41!2" 1430#1 9'0/C 12"0/C 17"0/C a,b,d,e,f 10d@3" SDS@21/2'0/C LTP5@4" 1680#1 7"0/C 11'0/C 15'0/C a,b,d,e,f 10d@3' SDS@2112"0/C LTP5@31/2" 1880#1 7"0/C 10"0/C 13"0/C a,b,d,e,f 10d@2' SDS@2"0/C LTP5@3" 2154#1' 6"0/C 8'0/C 11"0/C <i> 0 0 0 0 0 0 0 0 ~ ~ ~ ~ ~ ~ I-S-IM_P_S_ON_S_T_RO_N_G_W_AL_l~,-IC_C-_ES_E_S_R~-12-6-7,-S-EE-F~RAM-IN_G_P_LAN_F_O_R~SP_E_C_IF-IC_M_OD~E-L-NU_M_B~ER-,-_,,~~-~--; ~ SIMPSON STEEL STRONG-WALL, ICC-ES ESR-1679, SEE FRAMING PLAN FOR SPECIFIC MODEL NUMBER"" FOOTNOTES a. PERIODIC SPECIAL NAILING INSPECTION REQUIRED AT ALL EDGE NAILING LESS THAN 6" 0/C b. PANELS SHALL BE APPLIED TO BOTH SIDES OF STUD WALL c. PROVIDE MINIMUM 3x OR DOUBLED 2x FRAMING MEMBERS AT ADJOINING PANEL EDGES. PROVIDE STAGGERED NAILING AT All PANEL EDGES. FACE NAIL DOUBLE 2x STUDS WI 10d AT 3" 0/C, STAGGERED. d. AT TOP PLATE OR SILL CONNECTIONS, USE 1/4" x 31/2" SOS WOOD SCREWS (SDS25312) BY SIMPSON. ADJUSTED ALLOWABLE LOAD PER FASTENER= (340#x 1.6)-(0.75" x 172#'s) = 415#'s < 400#s e. AT SILL TO BLOCKING CONNECTION, PROVIDE DBL. ROW OF BLOCKING OR DBL. RIM JOIST f. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. SCHEDULE NOTES 1. PROVIDE 3" x3" x0.229" PLATE WASHER AT All ANCHOR BOLTS 2. ALL PLY EDGES SHALL BE BLOCKED. 3. A35 CONNECTORS MAY BE SUBSTITUTIED FOR SPECIFIED LTP4 CONNECTORS (SEE NOTE 7) 4. USE COMMON NAILS AT ALL PLY/OSB SHEAR WALLS 5. ALL ANCHOR BOLTS SHALL BE STANDARD STEEL, ASTM F1554 GRADE 36, A36 ORA307 (Fu=58 ksi). ANCHOR BOLT SPACING BASED UPON SHEAR VALUES (ASD) BASED ON THE NOS 08 (Cd= 1.6) 6. PROVIDE SQUASH BLOCKS AT STRONG WALLS WHERE REQUIRED BY MANUFACTURER. 7. LTP5 MAY BE BE INSTALLED OVER WOOD PLYWOOD OR OSB UPTO 1/2"THICKW/ 8d x 11/2" NAILS. CONNECTORS MUST BE INSTALLED DIRECTLY TO FRAMING AT PLYWOOD OR OSB OVER 1/2' THICK 8. IF SHEAR TRANSFER ROOF TRUSSES ARE SPECIFIED AND PROVIDED, SHEAR PANELS MAY TERMINATIE AT TOP PLATE, OTHERWISE ALL SHEAR PANELS SHALL EXTEND TO ROOF/FLOOR DIAPHRAGMS. 9. ALL PLY SHEAR PANEL FIELD NAILING SHALL BE 12' 0/C, U.N.O. 10. WHERE SOS SCREWS ARE SPECIFIED, USE 1/4" x 31/2' WOOD SCREWS (SEE FOOTNOTE f ABOVE) 11. PROVIDE ANCHOR BOLT WITHIN 9" OF THE OUTSIDE EDGE OF ALL FIRST FLOOR SHEAR PANELS 12. UNLESS OTHERWISE NOTED, SHEAR PANELS MAY BE INSTALLED ON EITHER SIDE OF SHEAR WALLS. 13. REFER TO SPECIFICATION DRAWING PROVIDED BY SIMPSON. SPECIFICATIONS CONTAINED IN SIMPSON SPECIFICATIONS DRAWINGS TAIKE PRECEDENCE OVER FRAMING AND FOUNDATION PLANS. 14. TITEN HD RETROFIT ANCHORS MAY BE SUBSTITUTED FOR SPECIFIED ANCHOR BOLTS AS FOLLOWS: • 1/2' DIA. ANCHOR BOLT: USE 1/2" TITEN W/ 2 3/4' EMBEDMENT. MATCH SPECIFIED SPACING. • 5/8" DIA. ANCHOR BOLT: USE 5/8" TITEN WI 31/4" EMBEDMENT. MATCH SPECIFIED SPACING. • 3/4' DIA. ANCHOR BOLT: USE 5/8" TITEN W/ 3 1/2" EMBEDMENT. REDUCE SPECIFIED SPACING BY 15% (MULTIPLY SPECIFIED SPACING BY 0.85) 15. NAILS SHALL BE LOCATED AT LEAST 3/8' FROM THE PANEL EDGES. MAXIMUM NAIL SPACING AT PANEL EDGES SHALL BE 6" 0/C. 16. 3/4-INCH ANCHOR BOLT LIMITED TO 6-INCH NOMINAL WIDTH SILL PLATES PROJECT NUMBER CDP 2020-0046 :::::> 0 <( DESIGNERS CLIENT ARCHITECT/ENGINEER (.) z U) I- " (.) ~ w: 1- ::c t,) a:: <C <C 0.. ::;; 3578 30th Street San Diego, CA 92104 V. 619.236.0595 F. 619.236.0557 www.mpa-architects.com MEMBER AMERICAN INSTITUTE OF ARCHITECTS REVISIONS w CORRECTIONS 01.14.2021 DATE 10.08.2020 STRUCTURAL NOTES SN1 llii" Milek· Re: 917_orcharci MITek USA, Inc. 250 Klug Circle Corona, CA 92880 961-245-952!i llw ws• drawlllS(s) re:fereru:ed below have been prepared by MiTek USA, Inc. uruler my direct supervfaiOJ1. ib ... d o,i th• p-pro,ided by Pacific Tr11Ss. Pa,gesoul>eerrsooveredbythfaseal: K821920l tllrl1 IC82lo/.!05 My lieenoe rcru,wa! date fur the .!laie ofCallfomia is Sloplombi,r 30, 2020. Zllao, Xiaom.ing IMPORT ANT NOTE: T1w .. a1 on i,.,..,.,. 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This is to verify that: PACIFIC TRUSS SPRING VALLEY, CA #7253 Is currently an active member in good standing in the TP Third Party Truss Auditing Program and has been since JULY,2009 ""'" ""''' ~,;._ d../4,-Truss Manager :;;;tern Division June 3, 2013 l~I .., • ,I:.. i ii >< 11 ,I:.. .. If Iii &I 'f I == "'iii!' i 11 ,,,11 I fgil l!f i,li I!. }ii' 1111 i ti !fr~ i JJ I rl Iii 'ii a ... lffi-i !I, '?x !jlJI 1 iill itl !It if ll1 'i !ii . s.l (lift Jtr a-11,,--i g f 1rt1 i ii Jf ,ltfl 11 m-;;l 51' s. 'I'! \C I iii:("' -, §a mm -, i~ I 11 ;11 TOPCHOllD j !~i 1i ji 1; II 'ii f s: I?: I i f 41· 'Ji !!. I I !Jr 12 -· @ i! Ir :;, i . ! (5' I ~ Ii· i ij"' ! " -! . I ., ;i;; lll ""1 §A"-1 i i !I i1 !! 5' g .i ·~ ~ " ~ il' I "e i 1' ~ i !!' .,, i ;J J ( li ~ sl -I!! a. ii~ i " - j : ij i I !il "' ii 1;"' ~ I j "' "' ., TOP CHORD ~ ,. ,. IJ J 11 fl I 1 1: ! i! 11 [ 11 I ~ ,.11 i ii i' ~:rt it~; f · t i rl [i I 1 i ti I I · 1 !I ii · i · ! 1 t ii Ji r~ !$ 1 I ,1 , j!.J ~ ,~ 9 t . ,, z . !- fl.I ------------------------- PROJECT NUMBER CDP 2020-0046 • __ lilll!lll!IIII • ,,, , '. ,111,1111111, -·111 r · .......... ! ·.: ··-EE ..-•.'c . .' . .'.,,-: ... : :i 1(11111111111 m···· .•,,,, IJI 1111111111111 ~·-':.~"): 11, 11111111111 ... ,: . ,·-'. ,. . . . ::::, 0 <( DESIGNERS CLIENT ARCHITECT/ENGINEER REVISIONS DATE 10.08.2020 TRUSS INFO TRU CERTIFICATE OF COMPLIANCE IProjed: .Name: Orchfd W'if',/ ADU Calculation Description: Tit~ 24Analy.sis Calculation Date/Time: 2020~ 10-07T12::18:05-07:00 Input File Name: Or.:hid Wa-J ADU (917).ribd19x CF!R-PRF-OlE ll'age2oi91 ,------------------------------------------------------------------,. GENERAL !INFORMATION 01 o, 03 04 06 08 10 1l 14 15 18 20 22 Project Name Orchid way ADU Run ntle Title 24 Analysis Project Locatio.n · 917 Orchid Way Zip code 92011 dimate Zone 7 Building Type Single family Project Scope NewCoa1struction Addition COmd. floor Area [tt2J O Total Cond •. Floor Area (ft21 850 .ADU Bedroom count o ls Natural Gas Available! Yes;, COMPUANCE RESULTS 01 Building Complies.with Computer Perfortnance 05 StandardsVersion 2:019 07 Soft.ware Vension EnergyPro 8.1 09 Front Orientation (deg/ cardinal) o 11 NumberofDwelifngUnits l 13 Number of Bedrooms 1 15 Nurnherof'Stories 1 17 Fenestration Average LI-factor 0.3 19 Glaring Percentage(%) 34.41% ··, ,,<_\Y-·,, ',',fH :·;.2a;,-:,-~-~ Conditioned Floor .Area O 02 This building iinrorporates featUl.'e:S that require field tes~ng and/or verification by a certified HERS rater under the supervnsi:011 of a CEC-approved HERS provider. 03 This buildittg intorporates one or more Special i:eatures shown below Regjstlratlon Number: 220--P01111602916B--ODO--OOO·ODOOOOO..CODO CA Bultdfng Energy Efficiency Standards -2019 Residential Compliance C,RTIFICATE OF COMPLIANCE Project Name: Orchid Wat/ ADU Calculation O.escripticm~ Title 24Analysis OPAQUE SUR.FACES 01 02 Name Zooe frnrttWi:111 Living Area LeftWaJI UvlngArea Rea,Wall UVingArea Right Wan Livinf Area """'' living Area OPAQUE SURFAC:ES -CAIHEDRAL CBUNGS 01 02 03 Name lone Construction 03 Construction R-13 WaO R-13 wan R~13 Wall R~BWaH R-30 Rooif Attic 04 Azimuth '->'~ Registration Date/nme: HERS Provider: ~CERTS:rlc. :i020-i0-0a 1-4:12:42 Report Version: 2019,l.108 Report Generated: 2020-10-07 12:.IB:52 Schema 'Ver5ion: rev 202CJ010l "' Calculation Date/Time: 2020-10-07T12:18:05-07:00 Input Fiiar Name: Orchid Way ADU {917}.ribd19x OS 05 ., Jwmutll Orientation Gross Area {ttZJ Wiladow and Door Anaa(ftl!J 0 i'ront 333 45 ,a Left 28S 3S ,so Back 333 120 270 Right 288 85.S n,/a n/a 846 n/a 05 06 07 08 09 10 O'i•ieritatiion ma(tt'J Skylight Area Roof Rise {x in Roof Hoof Emittance ii;') 12) Rl?ffectan~ I [•,.'S:S:· l"i'. ' " -t.·,t, :__·,-" CF1R·PRF-01E {Page4of9) 08 Tilt {deg) 90 90 90 90 ,/a 11 Cool Roof Roaf Living Area R-30 Roof Atticl ,, 0 H ''"='.f~##{ ;;£;.j 4'.i.{? 't\,; !,: i\:C·:it4. a/'i,;,.f 0.1 0.85 No "' " ATTIC 01 02 Name · construction Attic living Area Attic. Roorl.Mng Area FENESTRATION:/ GlA.2.ING 00 Ol 03 Name TyJJe Surface A Window Front Wall A2 Window Front Wal! AS Window Front Wal! M Wind-ow Front Wa!J lil.egistration Nllln'lber: 2W"P010i6029$8---000--0IJ0-0000000--0Cl00 CA Bu~ding IEl'lergyi Efficiencystrmdards. 2019 Residential Com;pliance CERTIFICATE OF COMPLIANCE Projed Name: Orchid Way ADU Calculation Description: Tide 24Analysis WATER HEA.TERS "1 02 03 Heatiag Name Bement Tank Type T•pe DHWHeaterl Gas Consumer lnstanta,1eous WAllffi HEATING~ HERS VERIIACATION 01 02 04 OS Tani< • Vol. Units. (ga~ l D 03 "' .,_ " 04 ·os 07 08 RooliRise {xin 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Rcof 0.1 Yes No •• OS 06 07 08 09 10 11 ., 13 14 W,dd, Height Ar-ea U-fador SHGC Exterior Orielllmtlon Azimuth Mult. U-f.lctor SHGC Soun, (ft) (ft) (tt'J Se111rce Shading • ,_ 0 1 4.5 0.3 NFRC D.23. NFRC Bug Screen fMnt 0 l 4.5 o.s NFRC o.n :NFRC Bug Screen F•1t1t 0 1 4.5 0.3 N:fRC 0.23 NFRC Bu.gSaeen '""'' 0 ' 4.5 o.a NFRC D.23 NFRC Bug Screen Registrstion Date/Time: HERS Provider: 2020-10-0S 14:12:-42 CalCE~TS lne. Report '\Jersion: 2019,1.108 Report Generated: 2020--10-07 12:18:52 06 Energy F.aetttror Efficiency 0.95-UEF 04 C:alcufaticn Date/lime: 202.0-10-07T12:1B:D5--07:00 Input File Name: Orchid W~ ADU (917}.ribdl9x 07 08 09 10 11 Tat« Stat:1dby Loss Input Rati11g Insulation 1st Hr. Rating NEFA Heat Pump or Recovery or Pirot R-value "'· orAo.wRate Brand or Mil)~ {Int/Ext) 200000-0 n/a n/a n/a Btu/Hr 05 06 07 CF1R.PRF-01E {Page 7of9) 12 Tank location o.r Ambient Qmdition n/a 08 llamo Pipi::: Insulation Paraiiel Piping compact Distribution ComJJact Distributiora Recirculation Con.b'DI CentraIDHW Shower Drain Water Type Distributian Heat Re<overy ' OHW Sys l -1/1 !Not Required !Not Required ~-ot Re_qu!red None Not RequirM Not Requtred Not Requited . .. , " ,-,,, ,. ,., ' . ; SPACECONDmONING SYSTEMS ,, . ., .. , ' ' ?:; »,'''• ;;,: "";; >_•,,,,,,, V ·,;, ,, ,, I 01 02 'i:\ Name SVstemfyi,e HVAe Syste:nl Heat pump heating coo!in.g HVAC•H!EATPUMPS Dl 02 03 Name Sysbaim Type NUtmber of Ulilits Heat Pump System 1 011c:tiess ' Mini5Pim: HP RegJmratinn Number: 220-f.'0101002S6S-OOO-OOD--0000000-0000 I _,.,,_, ,.-. ''•'" ~ 0~ . " . " Heating Unit Name Heat P'I.Jmp System 1 04 HSPF/COP 8.2 CA Blllding Energy Efficiency 51:Bndards -2019 Residential Compliance •·-,;;. ' ; .~. .~. ., ,, ,.,, ... ., . ·~ ''·\<: '_) .. 0,4. 05 ,.06; , .. ~07 ,.-.- ' " ··.,; -•·" Cooling Unit DistribITT:ion ~!?Quired Fan Name Thennostat Name "'m• Type Heat Pump Setback System 1 05 Heating Cap47 4&00D ,. 07 08 cooling Cap17 5£ER EER 45000 14 11.7 Registration Date/Time: 2020-10-0514:12:42 Report versiO-n: 2019,1.108 Schema Version: rev 20200101 {Jg 09 10 11 Verified Heating Cooling ·-· .EXisting Equipment Equipmem Cond"itiori Count Count New NA l l 09 10 11 Zonally Compressor C.Ontrolled HERS Verification Type Not Zona! Single Heat Pump System Speed 1-hers-htpump HERS Provider: Ca!CERTS ini:c" Report Generated: 2020-10-07 12:18:S2 ' CERTJF!ICME OF COMPLIANCE Project Name: On::hid W~ ADU Calcuhtti'an Description: Title 24Analysis ENERGY DESIGN RATING Calculation Date/Time: 2020-10-DTI12:18:05-07:00 Input File Name: Orchid Way ADU {917}.ribd19x Energy Design Ratings Compliance il\/1argfus CF1R-PRf-01E (Page Zof9) Efficiency' (EDR) Tota~ (IEDIR.) Efficiemcy' (EDRJ I Total~ (EDR) Standard Design 49.8 Proposed Design 49.6 ' RESULT: 3' COMPtlES ; 1: Effkiency EDR in-dudes improvements to the building-envelope and more efficient equipment 1 2: Total E.DR includes efficiency and demand response measures such as photovoltaic \PVJ systems and batteries 3: Building complies: when efficiency and total compliance margins are greater than or equal to zero • Si<mdard Design PV capacity: 1.51 kWdc • PV System resized to 151 kWcic (a factor of 1.507) to a.chleve 'Standard Design PV' PV scaling Energy Use (kIDV/ft'-yr) Space Heating Space Cooling IAQ Ventilation Water Heating Self IJtilization Credit Compliance Ent!rgvTotal REQUIRED PV SYSTEMS-SIMPURID 01 02 03 °" ,:3:33'. - 3.29 2.33 21.29 nfa 30.74 05 06 21.9 21.7 s~ 3.14 2.83 19.02 0 30.41 07 DCSystemSize Exception Modu!-eType Array Type Power Electronrcs CR Azimuth (kWdc] 1.51 NA Standard Registration Number: 220-P010161)2S63-000-00Cl-OOOOOOO-ODOO Fixed {roof mOUb'lt] CA Building Energy Efficiency Standards-2019 Residential Complrance CERTIFICATE OF COMPLIANCE (deg) none true 150-270 Regfstratlon Date/Time: 2020.10-08 14:~2:42 ReportVersion: 2019.1.108 Schema Version: rev 20200101 08 Tilt Input o/a 0.2 o, -2.09 0.15 0 2.27 0 0.33 Array Angle Ide&} c,/a I 10 Tilt {x in 12} <-=7:12 HERS Provider. D.2 I Percent Improvement 11 -62.8 4.5 0 10.7 "'' 1.1 12 lnwrter Eff. Annual Solar Acce.ss (¾) (%! 96 100 CalCE:RTS ine. Report Generated: 2020-10-07 12:18:52 Prajed: 'Name: Orchid Way ADU Calculation Description: Titie 24Analysis Calculation Date/lime: 2020-10-07T12:18:05-07:00 Input: File Name: Orchid Way ADU {917} nbdl9x CF!lt.PRP..OlE {Page 5 of !lJ FENESTRAllON / GLAZING 01 02 03 04 Name Type surface Orientation C Window Front Wall Front l Window front Wall Front Cl Window Left Wall Left c, Window Left Wall left C4 Window Left Wall left 2 Window Left Wall left Window RearWc1JI Back 05 06 07 "" 09 Width Height Azimuth {ft] (ft) Muft. 0 1 7 0 l 20 90 l 7 ,o 1 7 90 1 7 90 l 17 180 1 40 10 U~factor 0.3 03 0.3 0.3 0.3 0.3 11 U-factor source NFRC NFRC NFRC NFRC NFRC NFRC NFRC 1l 13 SHGC SHGC Sourt e 14 Extenor Shading 0.23 NFRC Bug Scrae.:1 D.23 NfRC B1.1g,Saeem. ~ 0.23 NFRC Bug Screem f D.23 NFRC SI.lg 5aeen : 0.23-NFRC Bug Si:reeri D.23 NFRC Bug Sc::reen 0.23 NFRC: Bug Screen ii 4 Window Rear Wall Back 180 1 80 0.3 N:FRC 0.23 NFRC Bug Screen 42 Window Right Wall Right 270 l 80 03 NFRC □.23 NFRC Bug Screen D Window B Skylight SLAB FLOORS 01 02 03 Name Zone Alea (ft2) 51ab living Area 850 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 Cclnstmction Name surface Type Construction Type R-13Wal! Exterior Walls Wood Framed Wall Registl'atfon Number: 220-P0101602S63-COO-<i00-0000000--JOOO CA Suffd!ng Energy Effi.CiencyStanda:rds. 2019 Reskle~tla1 Compliance CERTIFICATE OF COMPLIAl'JCE Project Name; Orchid "Way ADU Calculation Desaiption: Thie 24Ana!ysis HVAC HEAT PUMPS-HERS VERIRCATION 01 02 03 04 NFRC 0.23 NFRC BugSc::reen 1 ·'.-.front 0.3 NFRC 0.23 NFRC None i 04 06 Perimeter (ft) Edge rnsul. R-value and Depth carpeted Fractiam 138 04 Framing 2x4@ 16 in. O. C. OS Total Cavil'{ R-value. R-13 None 06 07 trnteriol!' / Exterior : Continuous :J.Hac:tcr rt-value None/ None 0.101 0% No 08 Assembly Layers Inside Finish: Gypsum Board Cavity I rrame: R41S / h:;4 ExteriOr Finish: 3 coat S:1ucco Reglstration Date/Time: HERS Provider: 2n20-i:J.-0$ 14·:12!42 crucER.TS inc. Report version: 2019.1.108 Report Generated: 2020-10-07 1~18:52 Schema Version: rev 20200101 Calculation Date/Time: 2020-l0-07T12:18:05-07:00 Input File Name: Orchid Way ADU {917}.ribd19x OS 1; 06 07 08 CFlR•PRF-OlE (Page 8 of9) 09 Nama Verified Airflow Airflow Target Verifit'!d £ER Verified SEER Verified Refrigerant v~rified HSPf ¼rffi"ed Heating Verified Heating Charge Cap47 cap11 Heat ?ump System Not Requir-ed 0 Not Required Not Required No No No No 1-hers-htpump I IAQ~NDOORAIR QUAL!TV) FANS 01 02 03 04 05 06 IAQ Reowery Effectiveness• Dw'el!ing:Unit IAQC~M IAO, W.atts/CIHM IAO,i:.a.nType IAQ Recovery fffect~ness (¾.) SRElAQ fl:ecove,ry EffQctiveness -SRE SFam JAQVentRpt 40 0.25 Default 0 ,1, IR.egistration Number: Registratlon Date/rime: lrlERS Provider: 220-?0101602968-0DG-COO-OOOOOOO-OOOO :2020-11'.l--08 14:12:42 Ca!CERTS inc CA BuUding Energy Efficiency Standards -2019 Residential Compliance Reportversion: 2019.1.108 Report Generated: 2:020-10-07 12:18:52: Schema Ver5ion: rev 20200101 CERTIRCATE OF COMPIJAl\!CE Project Name: Orchid Wsy ADlil Calculaftoon Description: Title 24 Analysis REQ.lHREO SPEClAl. ftATURES Cakufation Date/Time: 2020-10-07T12:18:05-07:00 Input Fife NalJlll!I: Orchid Way ADU (917).ribd19x CF1R-Pl!F-01E (Page3of91 The fo!fowir,g are features that must be insta!ted as co111dmon for meeting the modeled energy peliormar1ce forth is OOmpl!ter analysis. : • Exposed slab floor in conditioned zone : HERS FEAJURE SUMMARY The fallowing is a summary of the features that must be field-verified by a certified HERS Rater -as a condition fur meeting the modeled energy performance for this computer analysis. Addrtiona! detail is provided fn the bullcfng tables below. Registered CF2Rs and CF3Rs are required ro be completed in the HERS Regisby Building-level Verffications: Qualify insulation fnstaltation {QII} J11door air i:iuality vehtilation Xitchen range hood Coo!iMg System Verfficatio:,s: ~•None- HeatingSwstem Verlficatlons: --None- HVAC 05stribution Svstem Verifications: -:N.one- Domestic Hot water system \faifitatlons: -None- BUILDING -FOOURES INFORMAlilON 01 • ,.-<,; ' ,,,, 02 Project Name conditioned Floor Area (tt2J Orchid Wav ADU 85[), ZONE INFORMATION 01 Ol '~ ·•· ~, ,,, .. 03 NumberofDwelling Units l 03 /". tJ1 \\? u l~ '~_,.,_, L~ i,'i 04 05 06 ' 07 Number of Bedrooms Number of Zones Number of Ventilatioo Number o:f waiter Cooling Systems Heating SVstems l l 0 1 04 05 06 07 Zone-Name Zone Type-HVACS~mName Zone Floor Area-(ft') Avg. Ceti1in,g Height Watter Heating System I VJater Heating: System 2 living Area Conditioned Registration Number: 2~010'lal2968-000-000.(1000000-0000 HVAC Systeml CA Building Energy Efficiency Standards -2019 Residential Compllance CERTIFICATE OF COMPLIANCE Project Name: On::hid Wa{ ADU Calculation Description: Title 24 Analysis OPAQUE SURFAO: OONSTRll.lCTtONS 01 02 construction-Name surface Type 03 Construction TY!Pe 04 Framing 850 9 Registr;atlon Date/Time: 2020.10--0814:1:2:;42 Report version,: :2019.1.108 Schema Version: rev 20Z00101 Calculatiom Cate/Time: 2020-10-07T12:18:05-07:00 Input File Name: Orchid Way ADU (917i.ribd19x ' OS 06 07 Total Cavity Interior/ Ex.terfQr Continuous U.facror R41alue R-vatue DHWSys l N/A HERS ?rovlder: CalCERTS iru:. Report Generated: 2020-10-07 12:18:52. 08 CF1R-PRF-01E (Page 6of91 Assembly l.ayt!rs Roofing: Light Roof (Asphalt Shingte) Roof Oeclc Waod wood Framed R-30 Roof Attic:L Cathedral Ceilings Ceiiing 2X4@ 24 ln. 0. C. R-30 None/ None 0.04.:! Siding/sheathing/decking_ Cavity/ Frame: R-aD / 2X4 ;nSide Finlsh: Gy~um Board Roofing: Light Roo.f {Asphalt Shingle) Attic RooflivingArea Attic Roofs Wood Framed 2x4 @ 24 !n. O. C. R·0 None/ None 0.644 Roof Deck; Wood Ceiling Siding/sheathing/decking Cavity/ Frame; no il'lsul. / 2x4 Ceilings (below Wood Framed Ove~-GeiHr.gJo!sts: R-20.9 insuL R-:10 Roof Attic ·: ~ "~,-,24:t~,._-P· t,., -.. ) R-30 . f'lone/None 0.002 Cavity/ Frame: R-9.1 / 2:,;4 atfu:) Celling:,: '-• ,, ("' •/i"V +. :'; , .. ·-·:': ' ?::.,,<,·;> :: ,>, -,,.-. Inside Fini!.h: Gypsum Board ' . ,, ,·; :-, , .. ~i '" ,· :;,: . •" BUILDING ENVEIDPE-HERS VERlACATION . ·,;,i) ec•· 'C V . <f . .. "" "'-' •'-'" ... .. " ,_ " ' ., . " ,-·, ,.,..,. 01 02-" ,'" -' \ o3-· " 04 Quality Insulation lmtaUation (QI} Quality Jnstallationi of Spray Foam Insulation Building Envelope Air Leakage CFMSO Required Not Required Not Required n/a WATER HEATING SYSIEMS 01 02 03 °" 05 06 07 Name 5'/stemType Distribution Type water Heater Name{#} SOiar Heating System compact Disllribution HERS Verification OHWSys 1 Domestic Hot Wat.er Standard Distribution (DHWJ Registration Number: 220-P011'.l1€029l3S-000-00D-0000000-0000 System DHW Heater l (l} n/a Registration Date/Time: 2020-10-0314:12:42 None n/a HERS ?roVider: CalCERTSine. CA Building Energy Efficiency-Standards -201'9 Residential Compliance Report Version: 2019.1.108 Report Generated: 2020-10-07 12:18:52 CERTIFICATE OF COMPUANCE Project Name: Orchid Way ADU Ca(culation Description: Title 24Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT Schema Version: rev 20200101 calculation Date}Time: 2020-10-07Tl2:18:0S-07:00 Input File. Name: Orchid Way ADU {917).ribd19x 1. l certify th a~ this Certificate of Compliance documentation is aixurate and comp le-re. Document.atkm Authcir Name: Timothy Carstairs Com?an•r; Carstairs Energy fnc. Address: 2238 Bayview Heights Drtve, Suite E City/St;te/2ip: Los Osos, CA 93402 RESPONSIBLE PERSON'S IDECLA.RATION STATEMENT I certify the following under p(!nalty of perjury, under the laws of the State of California; Doeumerrtation Author Signature: Signatw-e Date: 2020,10--0814:07:03 ~~ CEA/ HERS Certification Identification l!f applicable); r160610042 805-904-9048 1. I am eligible 1.1-nderDivision a of the 81.1siness and Profession~ Code to a~cepl: respcn:.ibifity for the building de:;ign identified on thi$ Certificate of Com;iliance. CF1R-PRF-01E (Page 9 of9) ,. 1 eE1rtifythat the energyfeaturesar,d performance specif.cations identffi@d on this Certifi~ate of Compliance ci:,nform to the requirements ofT"rtle 24, Put 1 and Patt 6-oftlut carifemia Cc:icle of Regulations . The b\Jddi11g clesign features or~ design fu;tures identlfled on tf'lis U!rtifica~e ofCompli.ance ;;re eonslstent wlth the informa~lon prO\lidetl on other applieable -compfi;;nce documents, worksheets, ca!aiiations, plans and ~pecifi.:atlor,,s submitted to ttie enfor~M-iffft::ilgen,cy folap_prcivif:'wi!n'"""tfii; l#iflcllnfjtt!"gi,lt ~pfjtK:a~ion. ( Company: Brian Enright Design Address: 3472 Meade Ave Clt11/State/Zip: San Diego. CA 92116 License: nla Phone: 619-269-6460 Digitally signed byCalCERTS. This digital s1Qna1ure is provided in order to secure 1he-oom.ent of !his registered d,ocument. and in no way Jmp5es Registration Provider responsibility for the aCCIJracy of the information. Registr.rl;lon Number: Registration Date/Time: :220-P0101602'S6B-OClCl..(l00-0000000-0000 2020-,a.as 14:12:42 CA Building Energy Efficiency Standards:~ 2019 Residential Compliance Report Version: 2019.1.108 Schema Version: rev 20200101 HERS Provider: ii [!]_ . Easy to verify at CaHCERTS.corn CalCERTS l~e. Report Generated: 2020--10-07 12:18:52 ' ! i \...) s::::: :::::, 2"" Q.) s::::: ~ \J'I L CT3 ~ L CT3 u ~ 0 <C >-, 0 s •-- _c u L 0 •-- _c u L 0 r-------- m UJ 2 5 (/) -~ 0 ~ J::. OlN ·-0 (I) -sf" I <'l 3: °' (I) <( ·s:u >--0 "' co 0 "' co 0 <') N "' NO -' E 0 0 0 0 r. E ~o @~ -sf" >-N 0) (I) ~ -(I) :+="C (I) !:" co ·--sf" 0 o~ °' !:" ' 0 -sf" 0 0 . o;-3: Lt) 3: @ :s: <C u u 0 _o (j) L 0 u CERTIFIED ENERGY ANALYST Timothy Carstairs Serving san Luis Obispo and Santa Barbara Counties 8/31/2020 20-082816 DRAWN BY: Timothy Carstalra SCALE: N/A SHEET: T24.1 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type Ql Single Family D Addil:ion Alone I Date Orchid Way ADU □Multi Family □ Existing+ Addition/Alteration 10/812020 Project Address Callforrja Energy Climate Zone ! Total Cond. F!oor Area I Addition-I #of :nits 917 Orchid Way Carlsbad CA Climate Zone 07 850 nla INSULATION Area Construction Type Cavity (tt2) Special Features Status Wall Wood Framed R13 954 New Roof Wood Framed Attic R30 846 New Slab Unheated Slab-on-Grade • no inslllation 850 Perim"' 138' New FENESTRATION j Total Area; 293/ Gla2:in~ Percentane: 34.4 % i New/Altered Averaoe U-IFac:::tor: 0.30 Orientation Area(tf} U-Fac SHGC Overhana Sidefins Exterior Shades Status Front (NJ 49.0 0.30.() 0.23 rn,ne none NIA New Left (E) 38.0 0.30.(} 0.23 none none IVA New Rear(S) 120.0 0.300 0.23 none none NIA New Right (!N,I 85.5 0.300 0.23 none none WA New HVAC SYSTEMS Qtv. Heatim1 Min. Eff Coolinq Min. Eff Thermostat Status 1 Split Hest Pump 8.20HSPF Split Heat Pump 14.0SEER Setback New HVAC DISTRIBUTION Duct Location Heatina Coolin11 Duct Location R-Value Status ffV AC System Ductless I wioli Fan Ductless n/e nfa New WATER HEATING Qtv. Tvne Gallons Min. Eff Distribution Status ' Smail lr!stamaneous Gas D 0,95 Standard New £ne1rmPro 8.1 b,, En Soft User Number: 6249 FD: 20-082816 PaGe 12of17 --2019 Low-Rise Residential Mandatory Measures Summary -----Interior SWitcllesand Controls. An energy management control system (EMCS) may be used to comply with control requfmmimts ifit § 150.0(k)2G: provudes func5onafll:y of the specified ccr.trol accord'1t1g lo§ 110.9; meeis the Jrislallation Certificate requite-m,enis of§ 130.4; m!ilets lhe EMCS reauiremen~ of-S 130. O(e 1,; and meets a~ ofl1er n:>nuirements in S 150.0M?. Interior Switches and Controls. A muliiscene programmable controller may-be used to comply\vill1 dimm requirements in§ 150.0(k) if it § 150.0(k)2H: r,,,.,vides !he funclionalit-J of a dimmer acco['(finn to S 110.9, and comnlios with au other aooricable rcoulrcmonts in S 150.0002. Interior SWiltltes and Controls. In bathrooms, garages, !a:.mdry roQms, and u!Hity rooms, at least one luminaire in eac:h of these spares mcst § 150.0(k)2l; be controlled by ara occupant sensor or a vacam:ysensor pro\~ding automalio-offfunctionatity. If an occupant sensor is installed, it must 00 initially configured Ito manuak.m operation u.sing t.e manual control required und~ Section 150.0(k}2C. Interior Swilthes and Controls. Luminaires Iha! are or ccntain .light sources that meet Ritlemnce Joint Appendix JA8 requirements for § 150.0(k)2J: dimmina, and toot are not controlled bv occuDancv or vacancv sensors, must have dimmina controls: § 150.0~j2K: Interior-Switches and Controls. Under cabinet fighting must be controlled separately from cellng-installed fighting systems. Residential Outdoor Lighting. For single-family residential bufkfmgs, outdoor 5ghting parmanenlly mounted to a residen!ial tiwlding, orto other § 150.0~)SA: buildings on t~esame !ot, must meet the mqu1reme1lt in item§ 150.0(k)3Ai (ON and OFF sw~ch) and the requitements in eitfier 8 150.0(k)3Aii fnholocell and eilhera motion sensa; or automatic time swi!ch ccntrol or 8 150.0(k}3Aill (astronomical fim.i ciockl. or an EMCS. Residential Outdoor Lighting. For low-rise residential bui!diilgs wiih four or more dwelling units, outdoor lighting for prtvate patios, entrances, § 150.0(k}3B: balconies, and porches; and residential parlf1ng lo!Sand carports with less than eight vehicles per site must comply with either§ 150.0(k)3A or with the apnlicablerequirements in SQctions 110.9, 130.0, 1302, 130.4, 140.7 and 141.0. Residential Outdoor Lighting. For low-rise residemial buildings with fOtJr or more dwelling un~s. any outdooriightlng for residentla[ paffii~ Jots § 150.0(k)3C: oroalpW{s with a to1al oteight or more vehides per site and any outdoor fighting not regulatoo by§ 150.0(lt)3B or§ 150.l:l(k)3D must oo~ywilh the app~c:able req1J1iremenfa in Sections 110.9, 130.0, 130.2, 13M, 140.7 and 141.0. § 15QO(k)4: Internally illuminated address signs. !nter.nally illuminated address signs must comply with§ 140.8; or must consume no more than 5 wafls of newer as de!ermined accordin□ lo-6 130.0(ci. Residential Garages for E:ight or More Vehicles. Lighting for residentia1 parking garages forla!ight or more vehicles must comply wi1h the § 150.0(k}S: annlicab!e requirements for nonresidential naraAes in Sections 110.9, 130.0, 130.1. 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multifamny Residential Buildings. In;<;; low-rise multifarnUy resldenlial buUding where the to1al intertor § 150.0(k)6A: common area inn single .building cg11.1als 20 percent or less of tho ~oor eroa, ?.:rmancntly installed lighfing for!~c interior com men nroas infuat buffdir.n must be-""• IWh Table 150.0-Aandl bol controlled b'1 an occun.antse111sor. Interior Commoo Areas of Low-rise Multrfamily Residential Buildings. In a low-rise multifamfl)' resi:~ential building where the total interior comrr..on area in a single bciiding eguals more than 20 percent of the flcoc area, permanen:ly i!lstalled lighting for the interior common areas in § 150.0(k)6B: thatbuilding nrust i. Complywi!h !he applicable reqL1iremenls in Sections 110.9. 130.0, 131Ji.1, ~40.5 and 141.0: anc1 TI. lign.ting installed in corridors and s!airweUs must be conlrolled by occupant sensors that reduce U,e lighting power in each space by at least 50 percent The occupant sensors must be capable of turning !~e lightfulfy on and off from cJll designed palhs ofingress and egress. Solar Ready Buildings: Single Family Residences. Single -family residences located in subdillisiol'IS wit~ 10 or more single iamily residences anti where the § 110.101a)1: .appflcation for a lerirafive subdivision map for the r~S:denoos has boon d<SOO\OO complete and approvOO Oy the enforcement agency, whiOO do not have a c;,ckwoJ'l<'lic svsiem installed, must comnlv with !tie requireme11ts 0: S 110.10/bl lhrcu□~ S-110.10/e). § 110.10(a)2: Low-rise Mulliiamily Suilcfmgs, Low-rise multi-family buildings fuatdo not have a phoiolfo!!aic ~ installed must comply with the requirements ot § 110. 10(b) through§ 110.10(dt Minimum Sc lair Zone Area. The solar zone 111\!-St have a mfr.imum total area as described below. The solar zone must comply wilh access, pathway, smoke ventilation, and spacing requirements as specilie-d in Tl~e 24, Part 9 orofuer parts ofTitie 24 or in any reqiuirernents adopted by a localjurisdic!km. TOO solar zone total area must be comprised of areas that have no dimerisrOll less than 5feet and are Eio loss thar; 8{l S(!Uarc feet i;,,ach for O\.lildings with roof areas ~ than or equal to 10,000 squa.refcct or no less than 160 square feet each for bl.likings with § 110.10~)1: roof areas greater than ~0,000 square fuei. For sing'c fam~y rcsidencss, the solar zone mus,bc localed on the roof or overhang of tho building and have a total a"38 no [ess than 250 square feel For low-rise multi-family buik:lings the solar zone must be located on !he roof or overhang of the hullding, or on the roof or overhang of another structure located within 250 feet of the building, or oo CO\lered parking inslal!ed wah the building projecl, and have a lotal area no le$$ than 15 percent of the total roof area of the buddir1£1 exciudingilny skylight area. The soler zone reauiremenl is aMicab!e to the entire buildina, Enc!udin□ mixed occucancv.' § 110.10(b)2: Azlmulh, All sections of the soJerzooo localed on steep-sloped roois must be oriented between 90 degrees and 300 degrees of true north. § 110.10(b)3A: Shading. The sotarzooe must not contain any obstruciions, including b~'l not limited to: vents, chimneys, archutectl.tra!feati.res, and roof mourned eouiriment: Shading. Any obstruction locate~ on the roof or any other part of ttbe building that projects above a solar zone must be located at least twice the § 110.10(b)3B: distance, meaSllred in the horizontal plane, of'the height d"iffer-ence between the highest pcir,i of lhe obsfrucijcn and the horizontal projection of the nearest ooint of the solar zone. measured in too vertical oiane.· § 110.10(b)4: Structural Desigr, Loads on Construction Docmnents. For areas of !he roof designated ,;s a solar zone, lhe slruc!ural design loads for lfOOf dead load and roof!i\le load must be cleaMv Indicated on the COlllSiruciion -documents. lntercoonectTon1 Pathways. The construciioo dorumenis must indicate: a locaiion reserved icr inverters and me'.ering equipment and a § 110.10(,); pathway reserved fur routing of oonduijfrornthe solar zone to the point ofi.merroinection wli:h l~e eleclrici.l sen.rice; and for single family residences and central water-heafaw svsle11:1S, a oofhwa1t reseived forrm.W□11 "'umbino from the so!ar zone to the water-heatino svsterrt Documentation. A copy of the consliuciion documents er a comparable doo.rment indicati□g the information from§ 110. tO(b) through § 110.10(d); & 110.101c) musl be provided to ihe occupant § 110.10(e}1: Main Electrical' Sewice Panel. The main e!eclrical service panel must ~ave a mmtmum busbar rafing of200 amps. § 11Q 10(2)2: Main Elecfricali Service Panel. TOO main e!ec!ticat serviee panel must llave a reserved space to allowforlhe installafo,n of a double po!e circuit breaker for a fiJll.lresofar electric ins'lallaHori. The reserved spa~ must be permanently marl<ed as "For FU:ure Soiar Electric". 2019 Low-Rise Residential Mandatory Measures Summary NOTE: l.Dw-rise residen!.ial buYdings subject to the Eneryy Standards musf comply with all applicable mandator; mea1wres, regardless of the compliance approach used. Review !he respeclfve section for more information, •£xcep!ion.s may apply. (0112020-' Building Envelope Measures: § 110.6{a)1: Air ~kage. Manufactured fenestration, exterior doors, and exterior pet.doors mus! ftmit air leakage to 0.3 CFM per square foot or less when tested n-erNFRC-400, ASTM IE283 or APJAMWDMAfCSA f01/l.S.21A440-2011.' § 110,S(e)S; Labefmg. Fenestration products and extertordoars must haves label meeting too requirements of§ 10-111(a). Fieftl fabricated exterior doors and fenestration products must use U-factors and solar h~ gain coefficient (SHGC) values from Tabios § 110.5(b): 110.6-A, 110.6-8, or JA4.5 for exterior doors. Thev musi be caulked andforweather-stripoed: § 110.7 Air Leakage. Alljolnts, penetrafiotis, and oli'ler ~nings in the building envelope that are-potenlial oources ot air leakage must be caulked, _qaskeled, or weather stripped, § 110.S[a): Insulation Certification by Manufacturers. lnsu!ation must be oortffied by the Department of Consumer Affairs, Eiureau of Household Good.s and Services {BHGSi. § 110.8[g); Insulation Requirements for Hea1ed Slab Floors. Heated slab floors must bc insulated pcrt~c rcqWCmcnts of§ 110.B{g). § 110Bm: Roofmg Products Solar Reflectance and Thermal Emittance. The thermal" emittance and aged solar reiledance values of the rcofmg material must meetfhe requirements of S 110.8ril and be labeled oer 610-'113 when the insf.alletion of-a coo1 roof is Sn,:.t:ffied on -the CF1 R. § 110$G); Radiant Barrier. When reguired, radiant bamers must have an em'rttance of O.OSor !ess and be certified to the-Department of Consumer Affairs. Ceiling and Rafter Ri:iof lnsulati,on. Minim1.1m R-22 insulation in wood-frame ceirlng; or the weighted average U-facior must not exceed 0.043. Minimum R-19 orwffigh!ed average U-fuctor of0.054 or less in a rafter roof alwation. Attic access doors must have permanently attached § 150.0(a): insu!alion usirng adhesive or mechanical fasteners. The at!ic access musf be gas'keted to prevenl: air Jeakag:e. lnsulalion must be inS!a!led in direct contact wi.tt a continuous roof or ceiling which is sealed to limit infiluatioti a~d exfiltration as specified in§ 110.7, including but not fimiled to placing insulation either above or below !he roof deck or on ttoo of a drvwall-oeain□.' § 150.0(b): Loose-fiH lnsufation. Loose fil! insulation must meet the mamtacturer's requll'ed density fer the labeled R-va!ue. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing waH or ~ave a LI.factor of 0.102 or less, or R-20 in 2x6 fnch woodlframing or § 150.0[c); have a U-factorof 0.071 or less. Opaque nori-framed assemblies must have an overall assern!iy U-factcr not e,:ceedJrig 0.102. Masonry walls must meet Tables 150.1-A or B: § 150.0[d): Raised-floor !ns111lation. Minimum R-19 inSIJlallon kl raised waod frameci -flooror0.037 maxim.um U-factor." Stab Edge Insulation. Slab edge insulation must meet all of the foflowing: have a water absorption rate, for the insulation material alone without ! 150.0(1): fucings, no greaterfuan 0,3 percent: mive a water vapor perrneance 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 ihe requirements of§ 110.8(9). Vapor Retarder. in climate zones 1 through 16, the earth floor of unvented crawl spaoe must be covered wlth a Class l or Class II vapor § 1500(g)1c retarder. This requirement also applies to controlled v!Xltilation cr.iwl soacc for buildin□s CO"'..Jvina w~h the, cxoootion to Ii, HiO.O(dl. § 150.0(g)2; Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on !he ccnd'rtioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-~rmeabf-e insulation. Fenestration Products. Fenestration, incilKf1119 skylights, separating oondi~oned space irom uncondi6oned space or outdoors m1JSt have a § 150.0(q): maximum U-factor ofll.58; or the weighted average U-facior of al! fenestration r.oost not exceed o.ss: Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 110.S(e) Pirot Light Continuously burning pilol lighls are not allowed fur indoor and outdoor fireplaces. § 150.0(e}l: Closable Doors. Masonry orfactory-buill Jirepfaces must have a closable metal or glass door ,covering the e11fire opening of'lhe firebox. Combustion Jntake. Masonr/ er factory-built fireplaces must have a combus~on outsic!e air intake, which is at least six Stjuare inciles in araa § 150.0(e)Z: and is equiooad wit~ a readily ar.:cessible. ooerable, and tiaht.fitlino damner or combustion-air oonirol de11ioa • § 150.0(e)3: Flue Damper. Masonry or factory-bl.lilt fireplaces must have a 11ue damper with .a readily accessible con-tror.• Space Conditionlng, Water Healing, and Plumbing System Measures: § 110.0-§ 110.3: Certification. Heating, venil!ation and air conditioning (HVAC) equipment, water heaters, showerheads, feiuoets, and al! dher regulated aot I lances must be certified bv the manufacturer to the Califomia En" ..... v Ccmm~sion.' I ,& 110.2fa}: HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 1102-K." Controls for Heat Pumps with Supplementary Electric: Resistance Heam. Heat pumps with supplementary electric resistance heaters ! 1102(b): must have CO!'ll;cls !hal prevent supplementary heater operation wilen the healing load can be met by the heal pump alone; and 1n which the cut-on temperature for compress!OO heating fs higher than the cut-on temperature fur supplementary heating, a!ld the oot-offtem;:ieralure for com~slon heating is hiaher than the cut-off temoerature fors,mrJeme,.;i,,,.,, heatinc.' § 11Q.2{cj: Thennostals.. AH heating or cooling systems not controlled by a central energy management control system (EMCS) mus! have a selback -thermostat." Water Heating .Reclrcufation Loops ServfiJlg Mllltiple Dwelling Units. Wate: heating reclrculaiion loops serving multiple dwelllng units mast § 110.3(c}4: meet the air relea~e valve, backflow preventicn, p:.imp priming, pump isolation valve, and recirrulaticn loop connection requiremE:nls of ~ 110.Uc¼. § 110.3(c~: Isolation Valves.. Instantaneous water heaters wUh an input ra!ing greater than 6.8 kBtu per hour (2 kW) ffilJSt have isolation veilves with hose bibbs or other fittings on both cold and hot water tines to allowfor1lushing tihe water heater when the val\les are closed. Pilot Lights. Continuously burning piiot /igh1s are prohbited for nalura! gas: fan-iype central furnaces; household cooking appjianoes {except § 110.5: appliances without ari electrical suppiy voltag.e connection with pilot Jigh'ts that oonsume less lhan 150 Btu per hour); and pool and $pa healers." Building Cooling and Heating Loads. Heating andfor cooling loads are calculated in acccrdance with the ASHRAE Hamll:look, § 150.a(h)1: Equipment Vok.rne,App[!cations Volume, arid Fundamentals Volume; the SM"ACNA Residen5al Comfort System !nstalla!ion Standards Manual; ortt,e ACCA Manual J using design condi5ons specified in§ 150.0(h)2. ROOM LOAD SUMMARY Project Name Date Orchid Way ADU 10/812020 System Nam.e Floor Area HVACSystem 850 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK Zone Name Room Name Mu1t CFM Sensible Latent CFM Sensible Latent CFM Sensible Living Area 1st Floor 1 448 9,660 520 448 9,660 520 299 11,917 I I ' ' PAGE TOTAL 448 9,-560 52( 299 11,917 TOTAL• 448 9,660 52[ 299\ 11,917 • Total inc:ludes ventilation load for z:onal svstems. ··~, 2019 Low-Rise Residential Mandatory Measures Summary 2019 Low-Rise Residential Mandatory Measures Summary § 150 O(h)34: Clearances. Ai.r r.:onditioner and treat pump outdoor oonde-nsjng un'is must have a clearaooe of at feast fwe feel torn lhe outiet of any dryer Requirements for Ventilation a11d rndoor Air Quality: § 150.0[h)38; Liquld Line Drier. Air conditioners and heat pump systems must !,c equipped with liquid l~ filter driers if required, as specified by Iha manufacturer's instructions. § 150.0(o)t RequiremeMS for Ventilation and lrn:loor Air Quality. All dwelling units-must meet the requirements of ASHRAE Standard 622, Ventilation and Acceptable indoa-Air Qua UP/ in Resideniraf Buildings subject to the amendments specified iri § 150.0(o}1. Storage Tank Insulation. Unfired hot water tanks, such as s1orage tanks and backup storage 1anks for solar waler-heating systems, must have , 150.0011: a minfmum of R-12 external ilsulaliorn or R-16 internal insulation where Ill!! internal i'ls.~!aiiora R-value is indicaied •Ol'l !~e exterior of the tank. Water !Piping, Solar Waler-heating Systam Piping, and S,ooce Conditioning System line Insulation. All domeslic hot water piping must Single Famny IOettached Dwelling Uaits. Single family detached dweltngi units, and attached dwe~lng. units not sharing ce~ings or floors with § 150.0(o)1C: oihet dwel~ng units, occupiabfe spaces, public-garages, or commerclalspaces must have mechanical verrtila1Jon airflow provided at ra~ oetermfnedby-.ASHRAE 62.2 Sections4.U rol(f4.12 aod as specified in§ 1&l.O(o)1C. be insulated as specified in Seclion 61)9.11 of the C~ifomia Plumbing Code. tn addruon, the foUowing piping cond~kms must have a minimum § 150.0Q)2A: inSWa!ion wall thickness of one inc:~ or a minimum insl.llation R-value of 7. 7; the firstfivo fool ofco!d water pipes from l~e sklrage tank; al! hot waler piping with a nominal diameter '"qual to or greater than 3/4 inch and less than one inch; all hot water piping wllh a nominal diameter less inan 3!4 inch 1hat is: assotmted w~h a domestic hot \.'vater recirculation syslem, from the heatiing source to storagefank or between tanks, buried below grade, and from tile iicattng source to kitchen iixlures.. • Insulation Protection. Pipiilg insulation must be protected t.om damcJge, including tl:iat due lo sunlight moisture, equi1Pmentmain1enance, a;id § 150.0ID3: wind as requirOO by Seciion 120.3(b). Insulation exposed lo weather must be i,vaferretardoot eind protected from UV light (no adhesive tapes). Insulation covering chiUed water prplng and refrigerant suction piping located olllsiele, the condifioned space must irdude, or be protected by, a Class I or Class II vapc,r retarder. Pipo insulation buried below grade must be installed in a waterproof and non-<:ru~ble casing or sleeve. Gas or Propane Water Heating Sys!ems. Systems usitig gas or propane water heaters to~ individual dwelrnng units must include all of the following: A dedicated 125 volt, 20 amp electrical receptacle oonnected to the electric panel with a 120/240 volt3 conduct«, 10 AWG oopper branch circuit. within me feet of the waler heater without obstruction. Both ends of !he tmused condtrctnr must be labeled \vir.i the Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventl1alion airffow provided a rates in § 150.0(o)!E: accordance \\<ith Equation 150,0-B and must be either a balan-ced system ot oantinuous supply or c:ontinuous exhaust system. Jf a balanced system is 00: used, all units in the building must use the same system type and 'lhe dwelling-unit enve1ope feakage must be::; 0.3 CFM at50 Pa (0.2 ineh 1witcr) por sqtaarcfoot ofdwcDing unit cnvclopo surfucc area andi vcrro:l' In ocoordancc with Reference Rcsidcn!ial Appendix .RAS.8. Multifamily Buikfnng Central Ventilaiion Systems. Central ventilation systems ihal serve muitipl'e mvernlllg units must be balanc~ to provide § 150.0(oJ1F: ventilation afrflov,fureach dwelling unii served at a rate equal to or greater lha111 the rate specified by Equation 150.0-B. A:I unit airflows must be within 20 nercentof the unit with the lowest ailflow rate as it relates to fu.e individual unit's minimum reauir-ed eirilow rate needed foroomnii;,.r;ce, § 150.0(o)!G: Kitchen Range Hoods. Kitchen range hoods mu.st be rated for souru:I in acc:cioonce willi Section. 7.2 of ASHRAE 52.2. Field Verificatiion a:m:I Diagnostic Testing. Dwelling unit ventiia!i-0n airflow must be verified iri accordance with Refererrce Res.1de.nlia! ! 150.0(0)2; Appendix RA3.7. A kitchen range hood must be verified in accordance \vilh Refe;ence Residential Appendix. RA3.7.4.3 ta confirm ii is rated by HMI :to comply with the airflow rates and sound requirements es spe-cified in Secti-On 5 and 7.2 of ASf.lRAE 62.2, § 150.0(,)1: word "spare" and be electricallii' isola.ted. Have a reserv,ed single pole cirouit breaker space in ihe elec!riCEJ! pcmel adjacent to !he circurt hr'::i:!ker Pool and Spa Systems and Equipment Measures: for1he branch circuit and labc!edwilh the words "Future 240V Use"; a Category JU or IV V<:rJt, or a Type B ventwrth slraight pipe bc-lween the ouffi'ide termination and the space wtierv the water hea1eris instomed; a condensate drain that is rio more than tl'IIO lnc:hes higher than the ba$e ofllie wat-er heater, and a!i,crws ooh.Ira! draining without pump-asslslariec; and~ gas supply tine with a capacity of at least 200,000 Btu per hour. Certification by MaRufacturers. Any pool or spa healing system or equipment must be certified In !'lave an of the following: a the,mal efficiency § 110.41ar. that romp'lies with the Appliance Efficiency Regulations; an on-off switch mounted outside oflhe neater that allows .shutting olfthe heater without adjtJsfing the thermostat setting; a permanent wealherproof plate or card with operating instruc!:ions; arid must not use electric § 150.0(,}2: Recimulating Loops. Recircufaling loops serving mumple dwemng units mus! meef the requirements of§ 110.3(c)5. Sellar Water-heating Systems. Solar water-healing systems and ccHcctors ml.JS! be certified arid rated by !he Soter Rallng and Certification § 150.0(a)3: Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Tesiing (IAPMO R&TI, or by a listing agency that ls approved by the Executive Director. resistance heaiir,a: § 110.4(b)1: Piping. Any pool er spa heating system or eqtiipmoot must oe installed wifu ait least 36 Inehes of pipe between tt;e fifter and the-heater, or dedicated suetlon and return Ones, or bu~t-in or bu~t-uo connections to a~owforfuture solar heati""' § 110.4(b)2; Covers.. Outdoor pools or spas that have a heat pump or gas heater must hiave a cover. Ducts and Fans Measures: § 110.4(b)3: Directiona:I ln!ets and Time Switches for Pools-Pools must havndiredforna[ inlc"ts lhat adequately m1x the pool wat.cr, and a lime S\'ll~ch that wm allow aU nt:mns to be set or P""",...,mmecl to nm on!v durin11 off.neak eieciric demand neriods. Ducts. Jnsulatioo Installed orr an existing space-conditioning duct m~t oomp!y with§ 604.CI oftfne California Mechanical Code (CMC'/. lf a § 110,8(dj3: oonbraclor installs U,e insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. AH air-distrfbution system duc'.s and plenums m!.ISt meet 1M requirements of the CMC §§ 601:0, 602.0, 603.0, 604.0, 605.0 § 110.5: Pilot Light Natural gas pool and spa heate;s must no! have a continuous!}-bumITTg pilot ltghl § 150,o(pr Pool Systems and E-quipment Installation. Rc-sidcntial pool systams or equipment must meet !he specified requirements for pump siZIDQ, flow rate, piping, iil!ers. arid valves.' and ANSIISMACNA-006-2006 HVAC Duct Construclion Sttlndards Metal and Flexible 3rd Edi!ion. Portions of supply-air and return-air ducts and plcrrurns must bi:: insulated -to a minimum instal/00 level of R-6.0 or a minimum insfEll.ed level of R-42 when ducts arc ebl!ire/y Jn conditjooed .space eis confirmed through field verification and diagnoslictes5ng (RA3.1.4.3.8j. Portions of the duct system comp!elely exposed and surrounded by directly concfdioned space are not required lobe insulated. Cor.neciions of meta! duels and Inner core of flexible ducts must be Lighting IIJleasures: Lighting Controls-and Components. Afl fighting control devices a.-id systems, ballasts. and luminaires must meet the ap~licabl-e requirements §110.9: of§ 110.9.' § 150.0(m)1; mechanically fastened. Openings must be sealed with mas!ic, tape, or other duct-dosurc system that meets the appNcable requirements of UL 181'. UL 181A. or UL 181B or aerosol sealant that meets t~e requtrements of UL 72J. If mastic or tape is used to se.al opeo~s greaterihan ¼ inch, Uw combination of mastic .;nd ,erlher mesh orlape must be used. Bu~ding cavllies, support platforms for air handlers, and plenums des[!J1ed or constructed with materials other than seaf-ed sheet metal, duct board or'f!exib!e clue!: must not be used to convey conditioned air. Buillding cavities and supporl platforms may contain ducts. Du--.Js ]nstalled in cavities and support platfcrms must not 00 compressed to CatM reductions in the cross-5eclicaal area." Factory-Fabricated Duct Systems. Factory-fabricaOO{t duct systems must comply wm1 appij.:able requirements for ductconslruction, § 150 O(m)2: oonnections, and closures; joints and seams of duct systems and lheir components must riot be sealed with cloth back rubber adhesive duct tapes mfess such tape is used in ,combination with masfic 3Ild draw bands. Field-fabricated Duct Systems. Rek!.fubric.aled ducl systems must corr.ply with applicable requirements for: pressure-sensiffve tapes, § fi0.0(m)3; mas1ics. sealants, and other requirements specified for duct construciion. § 150.0(m)7: Backdraft Damper. Fan systems !ha! exchange air between !he conditioned space and outdoors must have backdr.aff or atifcmalic dampers. § 150.0(k)!A: Luminaire Efficacy .. AU instafod lumir.aires must meet the-requirements in Table 150.0-A Blank Elecilrical Boxes. The-numbm-ofC<k!ctikal boxes that am more-than 1l1.re-faet .:ibove the-finished floor and do not contain a luminaire or § 150.0(k}!B: other device must be 1'10 greater than !he number of bedrooms. These electric~ boxes ml.JS'I be served by a dimmer, vacancy sensor control, or fan speed ,cclil'lro.l. § 150.0(k)1C: Recessed Downllght Luminaires in Ceilings. Luminaires recessed Into ceilings must meet an of !he requirements for: insulation contact {iC) loibeling; air leaf.age; sealing; m;iinten;mce; and socket and light source as dsscribed in§ 150.0(k}1C, § 150.0(k)W: Eledronlc Ballasts for Fluorescent Lamps. Ballas.ls for fluorescent lamps rated 13 watts or greater must be eieclronicand mtJst have an cutout freauencv no less than 20 kHz. § 150.0(k)1E: Night Lights, Step Lights, arid Path Lights. Nigh! /Jg his, step 1ighl:s and path lights are not requiradto ·i::ompiy with Table 150.J).,A orbe controlled by vacancy sensors pro,oicled Ibey are rated to cot1Sume no moose than 5 watts of power Md ,emit MO more than 150 lumens. § 150.0(k)ff; lighting lntegtal to Exhaust Fans. Lighting [nll3gral to oxtiaust faris {exc~t whim instancd by th~ manufacturer in kitchnn exhaust ~oodsJ must meet the-am fioable n:nuifements of8 160.01kt' Gra11ity Ventilation Dampers. Gra'lify ventilating systcms serving cooditioned spacE'l must ~ave either automatic or readily accessible, § 150.0(m}8; rmmui.ijy operated dampers in an opeilln.gs to the outside, except combustion inlet and outlet air openings and e!e~ator shaft 11errts. Protection of Insulation. lnsufation must be prolec!Ed from damage, sunlight, mcisture, equipment maintenance, and wind. lnsolalioo exposed § 150.0(m)9; to wea~rer must be suitable for outdo-or seJVice. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. GeUular § 150.0{1<)1G: Screw beised lt1min2Jras. Screw based !uminairas must contain lamps thatccmplywllh Reference Joint Appendix JA8.' § 150.0(k)1H: Light Sources ir, Enclosed or Recessed Laminalres. Lamps and othersepa.able light sources that are not comp!iarit \•,ilh the JAB elevated temperature requirements, including marking requirements, must not be mstal!ed in endosed or recessed ~minaires. foam lnsula6on must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation. Light So1m:es in Drawers, Cabinets,. and Linen Closel.s. Light sources lntemal to drawers, cabinetry or .linen cicsets a~ nc,t r~lred to § 150 O(m)10: Porous Inner Core Flex Duct. Porous inner core flex ducts must have a non-porous Jayes between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space condffioning systems use forced air duct systems to oopply ccndiooned air to an § 150,0(m)11: occ~piable spcJce, the duc;ts must be seal-ed and duct leakage lested, as COl'lfirmed through field verification and diag11ostio 'lesting, in ,at,COTdance with§ 150.0\rn)11 and Reference Residential Ap_pendlX RA3. § 150.0(k)11; oomply wirh Table 150,0-A or be controlled by vacancy serisors provided thatth~' are rated to r.:onsume TIO more than 5 watts o~ power, emit no mere than 150 h1mens, and are equipped wilh controls thet automatically hlfb'l !he lighting off when !he d!rawer, cabinet or fmen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All foiwa«l phase cut dimmers used wilh LED light sources m!,!$tromply w~h NEMA SSL 7A. § 150.0•{1<)28; Inferior Switches and Controls. Exhaust fans must be contrdli<!d separately tom lighting systems." Air Fit1ration. Space condi!icnITTg systems with ducts exceeding 10 feet and the supply side ofv..in!ilaOon systems must have MERV 13 or § 150.0(m)12: equiva~I fillers. Filters for space conditioning systems. mus! have a two inch depth or can be one inch if sized pe:r Equatic11150.0-A Pressure drops, and labeling ITll.lSt meet the requirements in §150.0(m)12. Fiilers must be acces.sible for regular service.~ § 150.0(k)2C: Interior Switches ai!Jd Controls. Lighting rnlJ$1: tiave readily accessible wall-mounted controls that aNow the li,ghbng lo be mariually turned ON and Off ... § 150.0!k)2D-: Interior SWitcltes and Controls. Controls and equipment must be instal~d ln accordance with marmfacturets instructions. Space Ccnditioning System Airflow Rate and Fan Efficacy. Space conditioning systems lhaf use ducts tc supply cooling musl have a hole fol' lhe placement of a static pressure probe, or a pennanentry installed static pressure probe, in ihe supply plenum Airflow must be 2 350 CFM § 150.0(!)2E: Interior Switc~es and Controls. Corntofs must not bYPass. a dITTlm"'J, occupant sensor, or vacancy sensor function if the controt is instaled to com,.,1v with i:; 150.0fk\ § 150.0(m)13: per ton ofnomina! cooling capacity, and ein air-handling unrl fain effir:acy s 0.45 watts per CFM for gas furnace air handlers ands 0.58 watts per CFM for al! others. Small dt1ct high 'lelocity systems rnustpro11r.le an airflow 2 250 CFM per ton of nominal cooling capacily,and an air-handling § 150.0(k)2f: Interior Switcltes and Controls. Lighl:irlg OJnlrols muslcompfy'llith the app~cab',e requlrementsof§ 110.9. unit fan efficacy~ 0.'02 watts per CFM. Field verification te!ilirtg is required in accordance w~h Reference Residential Jl.ppendix RA3.3. • w Q) E u -0 ·5 u s:: "' 0 (j) 0 ::::s-> .c E 2" ·.:: 0 0 >-0 V, @) u Q.) ->-.c '<I" s:: OlN N 2l '0.....:,. ·-0 <l) Q) <l) '<I" -IM :;:: C U\ :;: 0-<l) L Q) <( ro -~ n ·s;: u '<I" 0 0 ->-' 0-~ 0 "' ' 0 U\ co 0 '<I" i "' 0 L roo 0-I\) "' ' N "' Lf) u NO 0 ...J ro >. ~ 0 <( 5 u 0 <( u u . --0 >. _c ..0 0 u 5 L Cf) 0 L 0 u I'-u •-- _c ,-u CT) L 0 rr CABEc Califomia Association of Building Energy Consultants CERTIFIED ENERGY ANALYST Timothy Carstairs Seiving San Luis Obispo and Santa IBarbara Co1111nties 8/31/2020 20-082816 DRAWN BY: TTmothy Carstairs SCALE: N/A SHEET: T24.2 AIA California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) v NIA =· CHAPTER 3 Y NIA RESPON. PARTY Y NIA R!:5PON. PARTY Y NIA RESPON. PARTY DD DD DD □DD □□□ GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301 .1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additlons or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncomp!iant plumbing fixtures with water-conseiving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CAL Green may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD BSC DSA-SS OSHPD LR Department of Housing and Community Development California Building Standards Commission Division of the State Architec~ Structural Safety Office of Statewide Health Planning and Development Low Rise HR AA N High Rise Additions and Alterations New CHAPTER4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock. gravel. fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are a!so used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_'issues/programs/stonnwater/construction.html) 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. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path, 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1. 4.106.4.2, or4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the Ca/ifamia Electrical Cade, 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 one or more of the following conditions: 1.1 Where there is no commercial power supply. 1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 2. Accessory Dwelling Units {ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106A.1 New one-and two~family dwellings and townhouses with a_ttached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanef and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The 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". 4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. Notes: 1. Construction documents are Intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located ln the common use parking area and shall be available for use by all residents. DD DD DD DD DD 4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the Ca!ffomia 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, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 118, are not required to comply wlth Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3. Note: Electric Vehicle charging stations serving public housing are required to comply with the California Building Code, Chapter 11 B. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 2081240- volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 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 that the 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 that are 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. The 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 Eleotrical Code. 4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the location of the EV spaces. Notes: 1. Construction documents are intended to demonstrate the project's capabiJity and capacity or facilitating Mure EV charging. 2. 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. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. TABLE 4.106.4.3.1 TOTAL NUMBER OF PARKING NUMBER OF REQUIRED EV SPACES SPACES 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 and over 6 percent of total 4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486mm). 2. The minimum width of each EV space shall be 9 feet (2743mm) 4.106.4.3.3 Single EV space required. When a single EV space is required, the f3/ space shall be designed in accordance with Section 4.106.4.2.3. 4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4. 4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section 4.106.4.2.5. 4.106.4.3.6 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 the EV charging stations in the Cafffomia Building Code, Chapter 11 B. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201 .1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DD DD DD DD DD D D DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3. and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank~type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is seived by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shalf be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. DD DD DD DD 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver ee□e+=□=+----< more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the CaHfomia Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1. AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE -MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS 1.8 GMP@80 PSI (RESIDENTIAL) LAVATORY FAUCETS MAX. 1.2 GPM @ 60 PSI (RESIDENTIAL) MIN. 0.8 GPM @20 PSI LAVATORY FAUCETS IN 0.5 GPM @ 60 PSI COMMON & PUBLIC USE AREAS KITCHEN FAUCETS 1.8 GPM@60 PSI METERING FAUCETS 0.2 GAUCYCLE WATER CLOSET 1.28 GAUFLUSH URINALS 0 .125 GAUFLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POT ABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https:/lwww.water.ca.gov/ DD D D DD y NIA • YES DIVISION 4.4 EFFICIENCY RESPON. PARTY NOT APPLICABLE RESPONSIBLE PARlY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR,. INSPECTOR ETC.) MATERIAL CONSERVATION AND RESOURCE 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric 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. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non~hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-cleering debris. 2. Alternate waste reduction methods developed by working with local 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. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed ·3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of 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 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5. Section 4.408.3 or Section 4.408.4 .. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time offinal inspection, a manual, compacl disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers Which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 1 Q; A copy of all special inspections verifications required by the enforcing agency or this code. 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 are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, 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 note required to comply with the organic waste portion of this section. DIVISION 4.5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. ncomposite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. D/SCLA/MER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO IND/CA TE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BU/WING STANDARDS (CAL.GREEN) CODE.. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDJCTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDNIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOC/A TED WlTH THE USE OF THIS DOCUMENT, INCLUDING VER/FICA TION WITH THE FULL CODE. Y NIA RESPON. PARTY □ □ □ □ □ □ □ □ □ □ □ □ □ □ 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE AIA California RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) Y NIA RESPON. Y NIA RESPON. Y NIA RESPON. PARTY PARTY PARTY MAXIMUM INCREMENTAL REACTMTY (MIR). The maximum change in weight of ozone formed by adding a TABLE 4.504.2-SEALANT voe LIMIT TABLE 4.504.5 -FORMALDEHYDE LIMITS, compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O'/g ROC). (Less Water and Less Exempt Compounds in Grams per liter) MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 SEALANTS VOCLIMIT PRODUCT CURRENT LIMIT and 94701. ARCHITECTURAL 250 □ □ HARDWOOD PLYWOOD VENEER CORE 0.05 MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. MARINE DECK 760 HARDWOOD Pl YWOOD COMPOSITE CORE 0.05 PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this NONMEMBRANE ROOF 300 PARTICLE BOARD 0.09 article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of ROADWAY 250 product (excfuding container and packaging). MEDIUM DENSITY FIBERBOARD 0.11 Note: PWMIR ls calculated according to equations found in CCR, Title 17, Section 94521 (a). SINGLE-PLY ROOF MEMBRANE 450 THIN MEDIUM DENSITY FIBERBOARD, 0.13 REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to OTHER 420 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED ozone formation in the troposphere. BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL SEALANT PRIMERS MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings □ □ with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain ARCHITECTURAL WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). NON-POROUS 250 CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 4.503 FIREPLACES POROUS 775 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed THICKNESS OF 5/16" (8 MM). woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as MODIFIED BITUMINOUS 500 applicable, and shall have a permanent label indicating they are certffied to meet the emission limits. Woodstoves, MARINE DECK 760 pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL OTHER 750 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component □ □ 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to requirements of at least one of the following: reduce the amount of water, dust or debris which may enter the system. 1. Carpet and Rug lnstitute's Green Label Plus Program. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile TABLE 4.504.3 -voe CONTENT LIMITS FOR Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, 4.504.2.1 Adhesives1 Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the ARCHITECTURAL COATINGS,., February 2010 {also known as Specification 01350). requirements of the following standards unless more strlngent local or regional air pollution or air quality 3. NSF/ANSI 140 at the Gold level. management district rules apply: GRAMS OF voe PER LITER OF COATING, LESS WATER & LESS EXEMPT 4. Scientific Certifications Systems Indoor Advantage™ Gold. COMPOUNDS 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks □ □ 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the shall comply wlth local or regional air pollution control or air quality management district rules where COATING CATEGORY VOCLIMIT requirements of the Carpet and Rug lnstitute's Green Label program. applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. FLAT COATINGS 50 Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic □ □ 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and NON-FLAT COATINGS 100 tridoroethylene), except for aerosol products, as specified in Subsection 2 below. □ □ 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving NONFLAT-HIGH GLOSS COATINGS 150 resilient flooring shall comply with one or more of the following: 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 SPECIAL TY COATINGS 1. Products compliant with the California Department of Public Health, "Standard Meihod for the Testing and than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," □ □ prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, ALUMINUM ROOF COATINGS 400 Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low-Emitting Material commencing with section 94507. BASEMENT SPECIAL TY COATINGS 400 in the Collaborative for High Performance Schools {CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (fonmerly the Greenguard Children & Schools program). 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with voe limits in Table 1 of BITUMINOUS ROOF COATINGS 50 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits BITUMINOUS ROOF PRIMERS 350 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of apply. The VOC content limit for coat'rngs that do not meet the definitions for the specialty coatings categories Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss BOND BREAKERS 350 February 2010 (also known as Specification 01350). 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 CONCRETE CURING COMPOUNDS 350 □ □ 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard Table 4.504.3 shall apply. composite wood products used on the interior or exterior of the buildings shall meet the requirements for CONCRETE/MASONRY SEALERS 100 formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR DRIVEWAY SEALERS 50 by or before the dates specified in those sections, as shown in Table 4.504.5 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 □ □ 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested DRY FOG COATINGS 150 Regulations. Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air by the enforcing agency. Documentation shall include at least one of the following: Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation FAUX FINISHING COATINGS 350 8, Rule 49. 1. Product certifications and specifications. FIRE RESISTIVE COATINGS 350 2. Chain of custody certifications. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the FLOOR COATINGS 100 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see enforcing agency, Documentation may include, but is not limited to, the following: CCR. Title 17, Section 93120, et seq.). FORM-RELEASE COMPOUNDS 250 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered 1. Manufacturer's product specification. Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 2. Field verification of on-site product containers. GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 0121, CSA 0151, CSA 0153 and CSA 0325 standards. HIGH TEMPERATURE COATINGS 420 5. Other methods acceptable to the enforcing agency. TABLE 4.504.1 -ADHESIVE voe LIMIT,~ INDUSTRIAL MAINTENANCE COATINGS 250 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. LOW SOLIDS COATINGS, 120 (less Water and less Exempt Compounds in Grams per Liter) □ □ 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by MAGNESITE CEMENT COATINGS 450 . California Building Code, Chapter 19, or concrete slab--on-ground floors required to have a vapor retarder by the ARCHITECTURAL APPLICATIONS voe LIMIT California Residential Code, Chapter 5, shall also comply with this section. MASTIC TEXTURE COATINGS 100 INDOOR CARPET ADHESIVES 50 □ □ METALLIC PIGMENTED COATINGS 500 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the CARPET PAD ADHESIVES 50 following: MULTICOLOR COATINGS 250 OUTDOOR CARPET ADHESIVES 150 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with PRETREATMENT WASH PRIMERS 420 WOOD FLOORING ADHESIVES 100 a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, PRIMERS, SEALERS, & UNDERCOATERS 100 shrinkage, and curling, shall be used, For additional information, see American Concrete Institute, RUBBER FLOOR ADHESIVES 60 ACI 302.2R-06. REACTIVE PENETRATING SEALERS 350 2. Other equivalent methods approved by the enforcing agency, SUBFLOOR ADHESIVES 50 3. A slab design specified by a licensed design professional. RECYCLED COATINGS 250 CERAMIC TILE ADHESIVES 65 □ □ 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage ROOF COATINGS 50 VCT & ASPHALT TILE ADHESIVES 50 shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent RUST PREVENTATIVE COATINGS 250 moisture content. Moisture content shall be verified in compliance with the following: DRYWALL & PANEL ADHESIVES 50 SHELLACS 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent COVE BASE ADHESIVES 50 moisture verification methods may be approved by the enforcing agency and shall satisfy requirements CLEAR 730 found in Section 101.8 of this code. MULTIPURPOSE CONSTRUCTION ADHESIVE 70 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end OPAQUE 550 STRUCTURAL GLAZING ADHESIVES 100 of each piece vertfied. SPECIAL TY PRIMERS, SEALERS & 3. At !east three random moisture readings shall be performed on wall and floor framing with documentation SINGLE-Pl Y ROOF MEMBRANE ADHESIVES 250 UNDERCOATERS 100 acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. OTHER ADHESIVES NOT LISTED 50 STAINS 250 Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to SPECIALTY APPLICATIONS STONE CONSOLIDANTS 450 enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. PVC WELDING 510 SWIMMING POOL COATINGS 340 4.506 INDOOR AIR QUALITY AND EXHAUST CPVC WELDING 490 TRAFFIC MARKING COATINGS 100 □ □ 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the ABS WELDING 325 TUB & TILE REFINISH COATINGS 420 following: PLASTIC CEMENT WELDING 250 WATERPROOFING MEMBRANES 250 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 ADHESIVE PRIMER FOR PLASTIC 550 WOOD COATINGS 275 humidity control. CONTACT ADHESIVE 80 WOOD PRESERVATIVES 350 a. Humidity controls shall be capable of adjustment between a relative humidity range less than or SPECIAL PURPOSE CONTACT ADHESIVE 250 ZINC-RICH PRIMERS 340 equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. STRUCTURAL WOOD MEMBER ADHESIVE 140 1. GRAMS OF voe PER LITER OF COATING, INCLUDING WATER & b. A humidity control may be a separate component to the exhaust fan and is not required to be EXEMPT COMPOUNDS integral (i.e., built-in) TOP & TRIM ADHESIVE 250 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS Notes: SUBSTRATE SPECIFIC APPLICATIONS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. METAL TO METAL 30 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. PLASTIC FOAMS 50 THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS 2. lighting integral to bathroom exhaust fans shall comply with the California Energy Code. SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS POROUS MATERIAL (EXCEPT WOOD) 50 AVAILABLE FROM THE AIR RESOURCES BOARD. 4.507 ENVIRONMENTAL COMFORT □ □ 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be WOOD 30 sized, designed and have their equipment selected using the following methods: FIBERGLASS 80 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J -2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D • 2014 (Residential Duct Systems), 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, ASHRAE handbooks or other equivalent design software or methods. THE ADHESIVE WITH THE HIGHEST voe CONTENT SHALL BE ALLOWED. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S • 2014 (Residential Equipment Selection), or other equivalent design software_ or methods. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE Exception: Use of alternate design temperatures necessary to ensure the system functions are THE voe CONTENT SPECIFIED IN THIS TABLE. SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. acceptable. y NIA RESPDN. PARTY YES NOT APPLICABLE RESPONSIBLE PARTY (le; ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC) CHAPTER 7 INST ALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. 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, 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certrfications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, bullding performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [SSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, nation.al or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall indude but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 0/SCLAIMER:TH/$ DOCUMENT JS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CAL GREEN) CODE. DUE TO THE VARIABLES 88WEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO ME£T THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VER/FICA T/ON WITH THE FULL CODE.