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HomeMy WebLinkAbout2349 & 2351 N Spurgeon St - PlanBldg #'s 101122256 & 57 APPROVALS: PLNG - J. Guevara BLDG - W. Lee POLICE - B. Martin PUBLIC WORKS - Y. Soto C E u C U H U C 0 y A W1 I A A Ll A G B A Ab Ab Ab I I I 20'-II" 17'-2" 14'-10" I01-461 4 IF 61-7 I/2" 12'-51/2' 15'-4" I'-10" 4'-10" 101-0" 51-101, q1$" 21-00 of Ib Ib Ib o ---------- 8'-611 I I 1 V I3 N Y �- F - %o ORE,AT o ROOM - B OOM 2 IN O q' 0 GL6. A. 2 �q -6 GL6. GOVERW n " GL6. 2 I HOUR PATIO 3 - - - - - - - NOTEIDOW- ENTATION FOR �6 6RAB BAR A3 -L q'-b" GL. REINFORCEMENT -AND/OR DRANIN65 O I0ENTIF`rIN6 THE LOCATION OF GRAB BAR REINFORCEMENT 5HALL BE PLACED ' IN THE OPERATION AND MAINTENANCE 12 =a POA C MANUAL IN ACORDANCE WI THE n GORED CALIFORNIA GREEN BUILDING STANDARDS - -- I PATIO 2 GODS, GHAPTCR 4,DIVI51oN 4.4(R327.1.1.1) � O I 10 10 q'-b" GL6. I OTTER LINE INDICATES O 1 5'-3 I/20 4'-q I/2' - yl 2Xb SOLID BLOCKING 052" ABOVE FINISH FLOOR LAUNi'>RY/NtUL FOR FUTURE GRAB 5AR5. b tL _ _ E 12 A.b 3'-lo I/2° b'-q 1/2° B'-4 1/4• I'-lo 3 Ab 16-8 "X '7'-O" KITCHEN '-b' GL6. �* sLAssO2 * O ' X �' O' 7 I I 2 3 5 ------ E-4 O Ir T- a I I I Ell n n ;1�' l '',� i' BEDROOM I I ------ ------� t� I HOUR dJ ap WALL q1-b" GL6. ------ BA. I o O I to q'-b' GL6. 1 1. 1/211 4'-5 1/210 " 1 I GO\/ERED 1 l' '� `� '� o PATIO I , l01 b 1 b 11141\- i ' I CLOSET Ab --- - Ab SHELF It PO - TANKLE55 WA- NEW6A5METER `-"7� �- ---------------� HEATER IN OL05ET I 5'-7 1/2" 3'-5 1/2" I'-q" 8'-6" I'-q' 2 -'7 1/ ' a' -I I " 121-0" 8'$ 40 r7'-Ow 15'-0" 100-4" FLOOR PLAN � � Ab N N FLOOR PLAN NOTES LEGEND A I. 56" PANTRY O INDICATES DOOR NUMBER, FOR SIZE AND TYPE REFER TO DOOR 0 2. 36" REFRIGERATOR SPACE, PLUMB FOR WATER SUPPLY. X SCHEDULE ON 5HEET A.4. 0 5. PULL OUT TRASH/RECYCLE BINS INDICATES WINDOW NUMBER, FOR SIZE AND TYPE REFER TO WINDOW a 4. 32" SINK WITH GARBAGE DISPOSAL. O SCHEDULE ON SHEET A.4. 5. 24" 015HWA5HER-INSTALL PER MFGR. b. 50" 5A5 RANGE. INDICATES EORE55 WINDOW. REFER TO GENERAL PLAN NOTES 'A' FOR 7. EXHAUST HOOD/MIGRO ABV. W/ L16H7 AND FAN.(MIN. 110 G.F.M., MAX, 3 5ONE, REQUIREMENTS. VENTED TO OUTSIDE AIR. 8. 66' X 30 HAND BUILT SHOWER 5 O SMOKE ALARM, CEILING MOUNTED, HARD WIRED AND W/ BATTERY q. TEMPERED GLA55 5HOWER ENCLOSURE. BACKUP. (GG AND 5FM APPROVED 10. COMBINED ELECTRIC WA5HER/DRYER COMBINATION APPLIANCE. INSTALL PER ® COMBINATION 5MOKE/CARBON MONOXIDE ALARM, GEILIN& MOUNTED, MFGR, HARD WIRED 3 W/ BATTERY BACK UP. IGG APPROVED 11. TANKLE55 OAS WATER HEATER. PROVIDE FUEL OA5. INSTALL PER MANUFAGTURER5 SPECS. ENERGY STAR COMPLIANT RECESSED EXHAUST FAN, SWITCH CONTROLLED 12. PREFAB TUB/SHOWER COMBINATION. INSTALL PER MANUFACTURER 5PEG5. CAPABLE OF 50 GFM EXHAUSTED TO THE OUTSIDE (G.RG. R303.3) PROVIDE 51-110WER CURTAIN ROD. 13. FLAT SOFFIT- SEE PLAN FOR HEIGHT. e ENERGY STAR COMPLIANT EXHAUST FAN LISTED FOR CONTINUOUS 14. 22"X30" ROUGH FRAMED ATTIC ACCESS OPENING PER G.R.G. R807.1 OPERATION FOR WHOLE HOUSE VENTILATION. FAN TO BE RATED FOR 15. 2Xb STUD WALL SOUND AT A MAX. 1 5ONE, VENTED TO 0.5. AIR 16. LINE OF ADHERED CAST STONE VENEER. SEE ELEVATION. J LL v ui Q z w J LL C BAH2n 0 BEDROOM 3 LLJ 0 EXI5ITIN6 WOOD DECKING 6GALM C LINE OF EXISTING RESIDENCE KITCHEN 16'-4"X - I' -- I'I HALL 2 - 1'- 11 "X 5'-10 11 BEDROOM 2 12'-2 "X 12'-2" 0 0 oMIN 2X4 WOOD 5TU-'15 24' OL O(} LAYER 5/5" TYPE 'X' GYPSUM WAL-90ARD, WATER-RESISTANT 6YP5LM BAG<IN5 BOARD, OR GYPSUM VENEER BA5E APPLIED PARALLEL OR AT RIFT-T ANCLE5 TO 5TUD5 WIT bd COATED NXI-5, I-7/V LON5, O.Oal5" 5HA1r1G, 1/4' SEA . 7' Or, O() LAYER 45" WIDE 5/5' TYPE 'X' EXTERIOR CRAPE CYP%M 5HEATHINC APPLIED PARALLEL TO 5T105 WIT}I 1-3/4" 5ALVAN ZED R00SIN5 NAIL5 4' O.G. AT VERTICAL .HINTS VOL- AT INTERT-'-ED: IATE 57,05 AND TOP AND BOTTOM PLATE5. JOINT5 OF GYP5LM SHEATHING MAY BE LEFT LNTREA=. EXTERIOR CLADDING TO BE ATTACHED THROUGH 5HEA-IV6 TO STUDS. OEXTERIOR 50IN6 AT EXTEIROR CO"VITION OAPPROVED MILD'% PAPER AT EXTERIOR CON7 TON OEXTERIOR WALLIN5LLATION AS REQUIRED (5EE ENERGY 5HEET) 15 DININC7 2'-0 "X 13'-4" 0 EXTERIOR INTERIOR 1-HR. VAALL ASSEMBLY IN5TALLED PER 5YP5LM A550CIATION TIRE: R-515TANCE DE516V YA%AL 5A-60C-2015, 18th EDI-ION 6A FILE NO. WP &105 CONTACT ARCH.TECT FOR REPORT 1-HOUR EXTERIOR AALL A55EM5L1' AT EXTERIOR 510IV5 9LA-E : 1 2' - 1'-0' LIVINE7 15'-0"X 21'-2" 12 1 ENTRY I II O 10 1-4 II x5- 12 � IC: L�J BEDROOm I4 13'-8 "X 12'-2" 0 oMIN. 2X4 AOOD STUDS AT 16" O.G. O(1) LAYER 5/5" TYPE 'X' 6YP. BD. APPLIED VERTICALLY OR HORIZONTALLY NA LED WITH 6D COOLER OR WAL-BOARD NAILS AT i" ON CENTER WITH END JOINTS ON NAILING MEM$ERS. STAOGER JOINTS EACH SIDE. .-HR. WALL A55E:MBLY N5TALLED PER CB.C. TABLE 721.1(?J, ITEM 14-1.5. Planning n A kORPE I Master ID: Hate: INTERIOR INTERIOR -HOUR INTERIOR Y�AALL A55EM5LY Building Agen roved ITISSUANC O L D E N CITY UNDED 1869 w w w � w U w � o U z N rn w O CD O 0 Q C� Q � � a- z Z Q Q 0 U) Q = z ~ Q- ~ ~ Q p Q z _z wO z con C7 Iq N co N Dale: 3/25/2025 REVISIONS Date: 3/25/2025-BUILDING DEPT.1 PREPARED BY: DAVID POCKETT 2349 NORTH SPURGEOSN ST. SANTA ANA CA. 92706 PH. 714-478-1309 pockettdesignl@gmail.com CUSTOM PLAN FLOOR PLAN AE3 JOB NUMBER: SCA-E-;2'=��-0 2 Q. 0 NI TO 0 I\I 0 J Q W z LU LL ELEC.'IfIR IC. +C-AT FUMP SEE724 CALiCS ICI II - �I _ t 1 FIN3 400 AMP ELECTRIW SERVICE PANEL PER LOCAL REOWREMEM , I PA710 2 ' l I I ' ��I7ROON1 I ' ALL IN ONE ELECTRIC VENTLE55 WA5HER/DRYER PROVIDE 240 VOLT, MIN. 50 AMPS BRANCH CIRCUIT WITHIN 3' FROM DRYER FOR FUTURE ELEC. DRY! FUTURE HEAT PUMP WATER HEATER LOCATION PROVIDE THE FOLLOWING: I. A DEDICATED 125 VOLT,20 AMP ELECTRICAL RECEPTACLE TO THE ELECTRICAL PANEL WITH A 120/240 VOLT 5 CONDUCTOR 10 AW6 COPPER BRANCH CIRCUIT 2. 150LATE BOTH ENDS OF THE CONDUCTOR_ 5. A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER. 4. A CONDENSATE DRAIN THAT ALLOWS NATURAL DRAINING OF THE WATER HEATER. L_� UTIL174i0o' FLAN NOTE: ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS -ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND 0ONTROL5 (INCLUDIN& CONTROLS FORM HEATING, VENTILATION AND AIR GONDITIONIN6 SHALL BE NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LE55 THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. EXCEPTIONS: A. DEDICATED RECEPTACLE OUTLETS, FLOOR RECEPTACLE OUTLET5:GONTROL5 MOUNTED ON CEILING FANS AND CEILING L16HTS AND CONTROLS MOUNTED ON APPLIANCES. UTILITY LEGEND E3. RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE ON A WALL SPACE WHERE THE D15TANGE BETWEEN THE FINISHED FLOOR AND A BUILT -IN FEATURE ABOVE THE FIN15H FLOOR, SUCH AS A WINDOW, 15 LE55 THAN 15 INCHES. {�} SURFACE MOUNTED LED CEILING LIGHT FIXTURE REGE55ED EXHAUST FAN, 5WITGH CONTROLLED �m 125V, GROUND FAULT CIRCUIT -INTERRUPTER (GFGI) DUPLEX CONVENIENCE RECEPTACLE REGE55ED LED LIGHT FIXTURE © EXHAUST FAN L15TED FOR CONTINUOUS OPERATION FOR WHOLE U LM HALF 125V, GROUND FAULT CIRCUIT -INTERRUPTER (GFGI) DUPLEX RECE55ED FLUORESCENT' LIGHT FIXTURE HOUSE VENTILATION. FAN TO BE RATED FOR SOUND AT A MAX. I CONVENIENCE RECEPTACLE W/ (2) U55 CHARGING PORTS 50NE, VENTED TO O.S. AIR. (SEE MECHANICAL PLANS) 4,t; vp. RECESSED FLUORESCENT' LIGHT FIXTURE WITH VAPOR 125V DUPLEX CONVENIENCE RECEPTACLE rw. 125V, WEATHERPROOF 6.F.G.1. DUPLEX CONVENIENCE PROOF LENS COVER (GFGI AT HYDROMASSAGE TUBS) RECEPTACLE ' RECESSED 'MINI' LED LIGHT FIXTURE :a use HALF 125V DUPLEX CONVENIENCE RECEPTACLE W/ (2) USB 22av 220V, GROUND FAULT CIRCUIT -INTERRUPTER (GFGI) SINGLE + } WALL MOUNTED LED LIGHT FIXTURE CHARGING PORTS CONVENIENCE RECEPTACLE 220V 220V 51NOLE CONVENIENCE RECEPTACLE Aa- 51N6LE POLE L1644T SWITCH 4� EXTERIOR WALL MOUNTED LED LIGHT FIXTURE WITH MOTION 1/2 125V DUPLEX CONVENIENCE RECEPTACLE, 5WITGH CONTROLLED, THREE-WAY LIGHT SWITCH SENSOR AND PHOTOCELL HOT 1/2 HOTS WATER STUB OUT FOR FOR ICE MAKER 125V, DUPLEX CONVENIENCE RECEPTACLE BELOW (INCLUDING FOUR-VIAY LIGHT 5WITGH 0 UNDER CABINET 'PUCK' 5TYLE LED LIGHT INSIDE CABINET OR ABOVE AT GEILIN6) � 5IN6LE POLE L16HT 5WITGH WITH DIMMER CONTROL -1 51N&LE POLE LIGHT 5WITGH WITH MANUAL -ON VACANCY SENSOR 41 FAN SPEED CONTROL 5WITGH 0 AIR 51NITGH FOR GARBAGE 015P05AL +-4N• TELEVISION ANTENNA / GABLE JACK +-4 PH. TELEPHONE JACK + D THERMOSTAT, VERIFY LOCATION WITH HEATING AND A/G LAYOUT mDOOR CHIMES + PUSH BUTTON FOR DOOR CHIMES OR GARAGE DOOR OPENER .IQ JUNCTION BOX, WITH COVER OR ADAPTOR A5 REQUIRED ® SMOKE ALARM, GEILING MOUNTED, HARD WIRED AND W/ BATTERY BACKUP. IGG AND 5FM APPROVED !a COMBINATION 5MOKE/CARBON MONOXIDE ALARM, CEILING MOUNTED, HARD WIRED a W/ BATTERY BACK UP. IC-0 APPROVED ® CEILING FAN JUNCTION BOX H05E BIBS (HB) +�k AyV H05E BIBS WITH 5HUT OFF VALVE (HB W/ 5OV) + FUEL GAS OUTLET (F6) I GENERAL UTILITY NOTES A. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND BATHROOMS SHALL BE PROVIDED BY AN EXHAUST FAN Al A MIN. EXHAUST RATE OF 50 GFM. (G.M.C. TABLE 405.1), AND BE RATED FOR SOUND AT A MAX. 5 5ONE, VENTED TO OUT51PE AIR. (SEE MECHANICAL PLANS) B. PROVIDE LISTED NON -REMOVABLE TYPE BACK FLOW PREVENTION DEVICE AT ALL 1405E 51555. G.P.G. 6055.1. C. SHOWERS AND TUB -SHOWER COMBINATIONS SHALL BE PROVIDED W/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR PRESSURE BALANGE/THERM05TATIC MIXING VALVE TYPE. G.P.G. 405.5. VALVES SHALL BE ADJU5TED TO DELIVER A MAXIMUM MIXED WATER 5ETTING OF 120 DEGREES F, WATER HEATER THERMOSTAT SHALL NOT BE CON5I1DERED A CONTROL FOR MEETING TH15 REQUIREMENT. D. FOR WATER EFFICIENC`( AND CONSERVATION REQUIREMENTS SEE SHEET 50.1. E. ALL LIGHTING TO BE HIGH EFFICACY. F. THE PANEL OR 5UBPANEL 5HALL PROVIDE CAPACITY TO INSTALL A 40 AMP MIN. DEDICATED BRANCH CIRCUIT AND SPACE(5) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. G. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV. CHARGER AS "EV. CAPABLE". THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED "EV. CAPABLE". SCAM V4'■1'-0' Planning a A FOR PELF Master ID: Date: 1 Building Agen( rove AIT ISSUANCE W W W o W U) �o Z r�_U Z N O rn W O a') 0OQ F_- o,Q U � Iz W U a- Z 0 Q Q Z Cn Q Cn Q = < Z = Z Cn I� Z Q X O Q Z cn w Z Cn � rn CV Iq Dale: 3,/25,12025 A REVISIONS Date: 30/2025-BUILDING DEPT.1 L� PREPARED BY: DAVID POCKETT 2349 NORTH SPURGEOSN ST. SANTA ANA CA. 92706 P H . 714-478-1309 pockettdesign1 c@gmail.com UTILITY PLAN AII, 4 1 WINDOW SCHEDULE DOOR SCHEDULE Planning O SIZE J W REMARKS O SIZE = y REMARKS Q w —j Q = v, REFER TO ENERGY 5HEET5 EN.1 AND C W H y LLJ O EN-2 FOR U—FACTORS AND 5H6C FE Z - cm Z Z G VALUE5. y y H J G HZ C'3 W Fc W= PEF W dc W OO OQ W u. Y. CD W H O H CL = = H G CD O u- u. m W H A 51-00 5'-0" VINYL FF GLR. I A 51-0' 61-0" 1-5/4" WD/w M/PT kADIPT ENTRY P°RENGH POOK- 16L.A55 PANE 2 B 51-0' 6'-O" WD/w hDA'T 2 A 2'$" 5'-O" VINYL FF GLR. I-✓/W 1^DA0T 5 A 2'-0" W-0" VINYL FF GLR. 5 B 2 -6" 6'-0" 1-5/6" WD/w Hv/PT M/pT 4 B 2'-4" 6'-0" 1-5/6' WD/W H ANT MAOT 4 A 5'-0" 4'-6" VINYL FF GLR Master I D 5 B 4'-0" 2'-Om VINYL FF GLR GREAT ROOM TO COVERED PATIO 2 . S G 12'-0" 6'-0" 1-5/6' WD/50 HDA''T NDANT 6 D 6'-0' 6'-O" 1-5/4" WD/W M/OPT HPA'T 0 BEDROOM I TO COVERED PATIO I Date: ? E 4'-0' b'-0" 1-5/4" 110/3G H7A'T 017A0T 6 B 2'-10" 61-0" 1-5/8" WD/w WD/PT No/pT SLIDING BARN DOOR EXISTING HOME WINDOWS 1- /4" LOVNERED DOOR AT WATER HEATER GADINET a .I 2 -6" 6'-O" I wD/W 1-VA" YV/ T 6 A 2'-0" 4'-6" VINYL FF GLR EXISTING HOME DOORS 1 A 21-6" 4'-6" VINYL FF GLR I 6 F W-Op 6'-6" I-5/4" IND/3G H7/'3TN M)ISTN 6 A 3'-0" 4'-6" VINYL PF GLR q B 2'-4" 6'-6' 1-5/6' H7/W HP/PT MA'T q G 1'-0' 3'-0' VINYL FF GLR 10 B 2'-6' 6 -6' 1-5/6' WD/5G HDA'T WD/PT 10 G X-0" 5'-0' VINYL FF GLR. 11 B Z -6" 6'-6' 1-3/8" WD/W MA'T HP/PT II G 51-0' 5'-O" VINYL FF GLR. 12 6 2 -6" 6'-6" 1-5/4" HP/W WP/PT H7/PT 12 0 O' 8" 61-6' WOOD FF GLR 13 H 2'66' 6'-6" 1-5/4" WD/W hD/STN WV/3TN 13 E 11-6' 11-6' WOOD FF GLR 14 E S'-O" 6'-6" 1-5/6' WD/W HD/PT H7A'T 14 D 11-6' 6'-0" WOOD FF GLR IS 1 2'-6' 6'-6" 1-5/6' WD/W H7A'T M/rT NS D 6'-0" 6'-0" WOOD FF OUR. 16 D 4'-0" 6'-0" VINYL FF GLR DOOR NOTES: I"f D 4'-O" 61-0" VINYL FF GLR I. REFER TO SLAB PLANS FOR FIRST FLOOR DOORS HEAD, JAMB, THRESHOLD AND P05T DETAILS. 2. EXIT DOORS SHALL BE OPENABBLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 5. W I DTH AND HEIGHT OF REGU I RED EXIT DOORWAYS SHALL COMPLY W I TH TITLE 24,7715. WINDOW NOTES: 1. REFER TO EXTERIOR ELEVATIONS FOR WINDOW HEAD, JAMB, SILL AND P05T DETAILS. 2. BUILDER SHALL VERIFY H1TH HINDOW MANUFACTURER THAT ALL ESCAPE OR RESCUE WINDOWS HAVE A MINIMUM NET CLEAR OPENING OF 51 SQUARE FEET, GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 50. FT. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING W I DTH SHALL BE 20" AND THE BOTTOM OF THE CLEAR OPENING NO GREATER THAN 44" ABOVE THE FLOOR (C.R.C. R510.1). HINDOW5 NOT MEETING THESE REOUIREMENT5 SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. DOOR TYPES WINDOW TYPES i i FLR. LINE F R. LINE 0 0 ABBREVATIONS i I � I AL ALUMINUM FF FACTORY FIN 15H WD WOOD 5C 50L I D GORE VYL. VINYL GL OLA55 I PT 5TN PAINT FINISH STAINED WOOD MIRR. MIRROR GH CHROME FIN 15H I o 0 0 0 0 0 0 o co U w V) v ui a z w J LL SECTION 12 12 SECTION c SCALE: i�a•=r-�� SCAM WoV-0' 5EC71ON A SECTION NOTES I. 2X6 EXF05ED RATER TAILS H/ GUTTER- MATCH EXISTING RESIDENCE. 2. 2X3 OVER 2X6 WOOD RAKE- MATCH EXISTING RESIDENCE. 3. EXPOSED RAFTER TAILS. (SEE ELEVATION) 4. ROOFING MATERIAL, REFER TO ROOF PLAN NOTES. 5. ROOF SHEATHING. 6. 2X ROOF RAFTERS- SEE STRUCTURAL. 7. 2X CEILING JOISTS- SEE STRUCTURAL. 8. DROPPED BEAM- SEE STRUCTURAL. a. RIDGE BOARD- 5EE STRUCTURAL. 10. 4X HEADER- SEE STRUCTURAL 11. FLUSH BEAM. 12. HEADER, 13_ IX OVER 2X TOP PLATE AT NON -BEARING MALL. IC,. DOUBLE 2X TOP PLATE AT EXTERIOR AND BEARING HArL5 15. G.I. FLASHING AT ROOF TO HALL. 16. G.I. FLASHING AND SADDLE / CRICKET. I7. 2X P.TD.F. 51LL PLATE. 15. 2X4 STUDS Iq. 5/&' 6YP5UM HALL BOARD BOTH 51DE5 OF KALL FOR I HOUR HALL- SEE DETAIL GALLED OUT ON FLOOR PLAN SHEET A.3 20. 2x8 STUDS. 21. FIBERSATT INSULATION-5EE ENERGY COMPLIANCE SHEET. 2X4 EXTERIOR H4LL5: R-21 ATTIC, INSULATION: R-38 22. EXTERIOR FINISH, REFER TO ELEVATIONS. 23. EXTERIOR CEILING / SOFFIT (SEE PLAN / ELEVATION). 24. CONCRETE FLOOR 5LA5. 25. CONCRETE SLAB OVER -POUR OVER EX15TINO CONCRETE STRUCTURAL SLAB OF EXI5TING PERMIT`ED DETACHED TO REMAIN. 26. T ano G MOOD CEILING AT PORCH CEILIN65. 27. 4X4 =057- SEE 57RJG7URAL PLAN5 25. 2x4 CRIPPLE 5710 HA-L. TOP PLT. `F.F. 12 12 5EC71 ON D a TOP BEAM TOP PLT ir FIN. FLIR. SECTION E T.'W5 r5l T _Lt. GENERAL SECTION NOTES A. REFER TO STRUCTURAL EN6INEER5 DRAWINGS DETAILS AND NO-E5 FOR INFORMATION NOT SHOWN HERE, B. ROO;7 SLOPE(5) AND OVERHAN6(5) MAY VARY PER ELEVATION. REFER TO THE ROOF NOTES AND ROOF PLAN5 AT EAGH ELEVATION =OR MORE INFORMATION. xALE. 5EC71 ON r- 90042, Planning A FOR PE I Master ID: Hate: Building Agen roved IT ISSUANC � 1 I O L D E N CITY UNDED 1869 I— I-- W W W � W CDW Cn (.0 U Z N rn LU O 0 C) LU w CD Q � U � U 0 a-z W Z Q W Q Cn Q = Z = Q O Q - 0 z z U) W z C T_ cy) cM N N Dale: 3/25/2025 REVISIONS Dale: 3/25/2025-BUILDING DEPT.1 A, A- A j_AA PREPARED BY: DAVID POCKETT 2349 NORTH SPLIRGEOSN ST. SANTA ANA CA. 92706 PH. 714-478-1309 pockettdesignl@gmail.com CUSTOM PLAN FF OWN)MAR ELEVATION A.6 JOB NUMBER: :v I A 4 � C1111Y (-1P. q ALIJA ALIA. OI ROOF FRAMING (SEE STRUCTURAL PLANS) I" Planning d Building Agenfy O2 ROOF SHEATHING (SEE STRUCTURAL PLANS)1" x 5-1/2" O3 ASPHALT COMPOSITION 5HIN&LE5 CEMENTITIOUS TRIM • APPLIED PER AR-M-A. 0O4 O5 12 000o O/ IX BAGKIN6 4" WIDE MINERAL I" x 5-1/2" SURFACE STARTER 5TRIP CEMENTITIOUS TRIM 3 0 l X STARTER BOARDS - a] i i- AT ROOF OVERHANG WINDOW FRAME A roved O626 GA. 6.1. DRIP 2X BLOCKIRP FOR PERIAIT ISSUANCH i NG • A7 a2X6 FASCIA q EXTERIOR 5IDIN6, ,N5TALL O EXTERIOR 5IDIN6, PER MFR. (SEE ELEVATION) 13 _, / I REFER TO 5TRUGT. SEE ELEVATION - 5 DW05. FOR 5HEAR a ] 10 (2) LAYER5 AATER-RESISTANT PAPER 00 0 0- REOUIREMENT5. (60 MINUTE, GRADE ZY MINIMUM) OII 1/2 ROUND METAL GUTTER 10 I" x 2" O/ 1" x 5-1/2'� L GEMENTITIOU5 TRIM 12 NON-PERF. TYPE 15 FELT SEE PLAN 1 • _ _ -_ - Master I D . UNDERLAYMENT APPLIED PER A.R.M-A. ___- O L D E N C I T Y �► (PROVIDE 2 LAYERS AT ROOFS WITH UNDED 1869 `/ PITCHES LE55 THAN 4;12) 13 NON -HARDENING SEALANT TOP PLT Date: ,._ _ -11 J-Li --ID.FlI` JIB A I N:7O1N TRIM y~ a AT EXTERIOR SIDING SCALE 1 1/2" ■ 1'-0" 1 AT EXTERIOR 50iN6 SCALE : I/2" ■ 1'-0` 6 I I OI ROOF FRAMING (SEE O O OI EXTERIOR 5IDIN6, iN57AL.L PER STRUCTURAL PLANS) 4 10 3 2 I MFR. SEE ELEVATION OROOF SHEATHING (SEE I O2 FRAMING (SEE STRUCTURAL PLANS) 5TRUG7JRAL PLANS) I 1 — O3 APPROVED FLA5 IN6 MATERIAL — T EXISTING RESIDENCE- SEYOND FIN. FLR O O NON-PERF. TYPE 15 FELT 6 t = 2 UNDERLAYMENT APPLIED PER A.R.M.A. � .' I � O4 GEMENTITIOUS TRIM O/ IX 3AGKING, (FOR ROOF 5LOPE5 FROM 2:12 UP TO I INSTALL PER MFR. (SEE DOOR TRIM 4:12 A DOJBLE UNDERLAYMENT DETAIL FOR SHAPE AND SIZE) O 10 i 2X4 b 10 APPLICATION 15 REQUIRED). 0 I2 O5 SLIDING DOOR FRAME O4 2X BLOCKING '•O SEE PLAN bO SEALANT TYPICAL I EABT 0 2X6 BARGE (SEE ELEVAT+ON) 0 WATER RESISTANT PAPER. (60 0 � gG,y,.E, Ip{•.1'-p• 0 26 6A. 6.1. DRiP MINUTE GRADE 'D' MIN} 01 0 EXTERIOR SIDING, INSTALL b O SELF SEALING, SELF AL)HERIN6 I `J PER MFR. (5EE ELEVATION) li REFER TO 5TRUCT, BA ISOLID B MEMBRANE D APP-IEO 0 (2) LAYERS WATER-RESISTANT PAPER DW05. FOR SHOVER I l (60 MINUTE, &RAVE 'D' MINIMUM) REQUIREMENTS. qO 26 GA. 6.1. FLASHING 0 10 ASPHALT COMPOSITION 5HIN0LE5 10 WATER RE515TANT PAPER l APPLIED PER A.R-M.A. (TUCKED UNDER TYPICAL II IX STARTER BOARDS AT ROOF OVERHAVS WATER RESISTANT PAPER) .............. I I' II NON -HARDENING SEALANT II .- 12 NON -HARDENING SEALANT =11i REFER TO DETAIL 4/D-5-1 FOR f FLA5HIN(5 MATERIALS, SEALANT AND WATER-RE515TANT PAPER. RAKE SL I n I N6 i:)00R Hr=An —1 I- Lu w .AT EX'ERIGR SIDING SCALE I I/2" = I'-0" AT EXTERIOR SID{N6 SCALE c 5" ■ I'-O" LLI LLI 0 EXTERIOR 5IDIN6, INSTALL OI EXTERIOR 5IDIN6, INSTALL - TOP PLT. TOP PLT. Cn ,O LLJ Cn CD PER MFR. (SEE ELEVATION) PER MFR. SEE ELEVATION .0 c FRAMING (SEE FRAMING (SEE STRUCTURAL () 5TR1)GTURAL PLANS) PLANS) 1 O3 APPROVED FLASHIN6 O3 APPROVED FLASHING MATERIAL (12" WIDE) I MATERIAL o 0 0 0 0 0 0 0 0 0 OGEMENTITIOUS TRIM (5EE (D4O GEMENTITIOUS TRIM, INSTALL WINDOW TRIM DETAIL FOR 51ZE PER MFR. (SEE DOOR TRIM AND SHAPE) INSTALL PER MFR. QQ DETAIL FOR SIZE) Q OS WINDOA FRAME Oj O5 5LIDiNG DOOR FRAME - O6 26 6A. 6.1. FLA5HIN6 i bO SEALANT TYPICAL O(2) LAYERS WATER-RE515TAN7 PAPER I WATER RESISTANT PAPER (60 MINUTE, GRADE D' MINIt�JM) I (60 MINUTE 6RADE 'D' MIN) t 4 �1 FIN. FL l 11 I- I FIN. FLR. U o ZO N z Z N d) z LU 0) O r0rr�� V Q r�rr�� V Q F- U � U a- z W o 0- z Q U) Q U) Q z Z Cn � Z Q 0 Zz Z U) Lu Cn O8 SELF SEALING, SELF ADHERING 0 O8 SELF SEALING, SELF ADHERING LC) BITUMINOUS MEMBRANE BITUMINOUS MEMBRANE 5 (y) APPLIED OVER SOLID BACKING rr- APPLIED OVER 50LIP 5AGKIN6 CV N e 6 b 4 ONON -HARDENING SEALANT I I Oq NON -HARDENING SEALANT 10 SEALANT, TYPICAL 4 1 3 AEST ELEVA71 ON/SEC71 O� II� REFER TO DETA L 4/D-2 FOR FLA5HING MATERIAL5, SEALANT, AND WATER RESISTANT PAPER. WIN:7O1N 17 SLInINII DOOR JAMB AT EXTERIOR SIDING 5,-'AI E 3" = 1'-0" 3 AT EX-ERIOR SIDING 51' ALE : 5" ■ 1'-0' g OIEXTERIOR 5IDIN6, INSTALL OI DOOR PER MFR. (SEE ELEVATION) Date: 5 5 O FRAMING RA (SEE O DOOR rME REVISIONS 5TRt1GTURAL PLANS} O WEATHER STRIPING 0 3 APPROVED FLASHING 5 4 0 0 0 0 2 4 HEADER (5EE FRANtN6 PLAN) MATERIAL (12" WIDE) r�iAx. O II _ Date: 3I25/2025-BUILDING DEPT.1 O SHIM SPACE TOP PLT. TOP PLT. O4 GEMENTITIOUS TRIM, INSTALL PER MFR. (SEE WINDOW TRIM O6 APPROVED FLASHiN6 MATERIAL _� DETAIL FOR SIZE AND SHAPE) O WATER- RESISTANT PAPER -10 IL 1` OWINDOW FRAME (60 MINUTE, GRADE 'D' MIN.) 0 SELF SEALING, 5E1 F ADHERING __ ___________ _ O8 2X 5LO1-'KIN6 BITUMINOUS MEMBRANE APPLIED ' OVER 50LID BAGKIN6 ` 0 26 6A. 6.1. FLASHING 1 /' J 0 (2) LAYERS WATER-RESISTANT PAPER 10 CEMENTITIOVS TRIM O/ IX BACK N6 (60 MINUTE, GRADE V' MINIMUM) - (5EE DOOR TRIM DETAIL FOR SHAPE 0 r D 5;ZE) INSTALL PER MFR. I AND - O8 NON -HARDENING SEALANT I Ttil EXTERIOR 51DINO, INSTALL pER NFR. 6 I 0 SEALANT, TYPICAL 2 NON-+iARDENIN6 SEALANT j O FIN FL�. FIN. FLR a 13 SELF SEALING, SELF ADHERING 3 R. BI TUM I NOL'5 MEMBRANE APPLIED i � - � A OVER SOLID 5AGKIN6 - m � Ip 12 REFER TO DETAIL 4/D.2 REFER TO DETAIL 4/D3 !\� FOR FLASHING MATERIALS, FOR FLASHING MATERIALS, AEBTSEAELEVATICN/SEC710N SEALANT, AND WATER - SBALAN-; AND WATER - RE515TANT PAPER. RESISTANT PAPER. K NnoA JAMB r:)00R HrzAr:) AT EXTERIOR 50IN6 SCALE 3" a 1'-0" 4 AT EXTERIOR SIDING SG ALE 3" = -0" 9 N OI EXTERIOR SIDING, INSTALL 0 DOOR PER MFR. (SEE ELEVATION) O2 DOOR 'BANE O FRAMING (SEE 6 - ,I I b PREPARED BY: 5TRUGTURAL PLANS) SLOPE �3 WEATHER STRIPI'VG DAVID POCKETT C 0 APPROVED FLASHING q O4 APPROVED FLA5HIN6 MATERIAL MATERIAL (12" wIDE) 4 ELEVATION / ROOF NOTES EXTERIOR FINISHES 2349 NORTH SPURGEOSN ST. O 1 O WATER RESISTANT PAPER (60 0 GEMENTITIOUS TRIM (SEE WINW DOI MINUTE GRADE D' MIN.) I. 2X6 EXPOSED RAFTER TAIL WITH GUTTER- MATCH EXISTING RE5IDENGE. SANTA ANA CA. 92706 Q TRIM DETAIL FOR 51ZE AND 3� " 7 0 4 b i 6 5 q A. ALL EXR05ED PLYWOOD TO BE EXTERIOR GRADE . 6 2X BLOCKING O O 2. 2X3 OVER 2X6 RAKE -MATCH EXISTING RESIDENCE. PH. 714-478-1309 SHAPE) INSTALL PER MFR. O B. ALL EXPOSED WOOD TRIM, PLYWOOD, 5•IUTTER5, PO5T5 AND 3. T and G WOOD SOFFIT AT PORCH CEILINGS. CORBELS TO BE "RE5AWN" AND SHALL BE c1RIMED ON ALL 517E5 pockettdesignl @gmail.com O WINDOW FRAME O i O NON-+iARD�ENING SEALANT 4. WOOD TRIM AT WINDOWS AND DOORS TO MATCH EXISTING R=.,IDENGE. PRIOR TO INSTALLATIOWA55EMBLY. 5. EXTERIOR CEMENTITIOU5 5IDIN6, MATCH 51ZE COLOR AND TEXTURE OF 0 NON -HARDENING SEALANT g� O8 GEMENTiTIOL9 'RIM (5EE DOOR TRIM EXISTING RESIDENCE SIDING. G. ALL EXr'05ED POST TO BEAM HARDWARE TO HAVE HIDDEN DETAIL FOR SHAPE AND SIZE) INSTALLATION OR 5TRUCTURALLY APPROVED 'ORNAMENTAL' 0 (2) LAYERS WATER-RESISTANT PAPER 0 /� I INSTALL PER MFR. MINIMUM) 6. METAL MITERED CORNER TRIM TO MATCH EXISTING RESIDENCE. i. EXPOSED GEMENTITIOUS TRIM CONNECTORS WITH A TEXTURED BLACK POWDER GOAT FINISH. (bo MINUTE, GRADE V' O EXTERIOR 5IDIN6, INSTALL PER MFR. —------- -- 8. G.I. FLA5HIN6 ROOF TO WALL. D. TYPICAL LAP SIDING TO BE DAMES HARDIE, HARDIEPLANK LAP 0 SELF SEALING, SELF ADHERING I� SEE C-LEVA ION / q. G.I. FLA5HIN6 AND 5ADDLE / CRICKET. 5IDIN6, E5R-2290. BITUMINOUS MEMBRANE APPLIED FINISH SMOOTH OVER 50LID BAGKIN6 0 10 SELF 5EALING, SELF ADHERING r f O. WOOD P057(5). 5EI . EXP05ED WOOD BEAM,. PLAN FOR 51ZE. M. EXPOSURE :MATCH EXI5TIN6 RE5 OVER MEMBRANE APPLIED 12. 6.1. SCREENED 'ROOF' AIR VENT. SEE REQUIRED ATTIC VENTILATION TABLE. E A_L CEMENTITIOU5 TRIM AND BATTENS TO BE:.lAME5 HARDIE, CUSTOM PLAN q SEALANT, TYPICAL `JBR SOLID BAGKIN6 HARDIE TRIM OR ARTISAN TRIM WITH SMOOTH FINISH. 13. ADHERED CAST STONE VENEER BY EL DORADO, E5R-1215. 14. GAF GOMPO51TION ROOF 5H NGLE5-MA7CH EXISTING RESIDENCE. EAST & WEST =- IGG-ES-E5R-326� 2 ELEVATION REFER TO DETAIL 4/D-2 REF -ER T O DETAIL 4/D.3 LEGEND FOR FLASHING MATERIALS, FOR FL.A514IN6 MATERIALS, J SEALANT, AND WATER - SEALAN AND WATER - RE51STANT PAPER. RESISTANT PAPER. INDIGATE5 EGRE55 WINDOW. REFER TO GENERAL PLAN NOTES 'A' ON SHEETS A.2 AND A.2-1 FOR REGUIREMENT5. ■ 7 w K N:�CA SILL C700R JAMB IAT EXTERIOR SIDING SCALE; 5' ■ I'-O" 5 A- EXTERIOR 5 DING 3GALi• c 5" • 1'-0" 10 w Planning Building Agen ELEC. SERVICE PANEL IN FURRED 2X4 CtfA5E, MATCH ADJACENT PIN15H (VMIF"r LOCATION W/ LOCAL UTILITY COMPANY) ELEVATION / ROOF NOTES I. 2X& EXP05ED RAFTER TAIL WITH GUTTER- MATCH EXI5TIN6 RESIDENCE. 2. 2X5 OVER 2X& RAKE -MATCH EXISTIN6 RESIDENCE. 5. T and G WOOD SOFFIT AT PORCH CEILIN65, 4. WOOD TRIM AT WINDOWS AND DOORS TO MATCH EXI5TIN5 RESIDENCE. 5. EXTERIOR CEMENTITIOU5 510IN6, MATCH 51ZE COLOR AND TEXTURE OF EXI5TIN6 RE5IDENCE 51DIN6. 6. METAL MITERED CORNER TRIM TO MATCH EXI5TIN6 RESIDENCE. 1. EXPOSED CEMENTITIOU5 TRIM 8. 6.1. FLA5HIN6 ROOF TO WALL. q. 6.1. FLASHING AND SADDLE / CRICKET. 10. WOOD POST(5). SEE PLAN FOR 51ZE. 11. EXPOSED WOOD BEAM. 12. 6.1. SCREENED 'ROOF' AIR VENT. SEE REQUIRED ATTIC VENTILATION TABLE. 15. ADHERED CAST STONE VENEER BY EL DORADO, ESR-1215. 14. GAF COMPOSITION ROOF 5HINOLE5-MATCH EXISTING RESIDENCE. ICC-E5-E5R-5267 LEGEND Al FOR PE Master ID: Date: EXTERIOR FINISHES = A. ALL EXP05ED PLYWOOD TO BE EXTERIOR GRADE . B. ALL EXPOSED WOOD TRIM, PLYWOOD, 5HUTTERS, POSTS AND CORBELS TO BE "RE5AWN" AND SHALL BE PRIMED ON ALL 51DE5 PRIOR TO IN5TALLATION/A55EM$LY. C. ALL EXPOSED P05T TO BEAM HARDWARE TO HAVE HIDDEN INSTALLATION OR STRUCTURALLY APPROVED 'ORNAMENTAL' CONNECTORS WITH A TEXTURED BLACK POWDER COAT FINISH. D. TYPICAL LAP 51DIN6 TO BE : JAME5 HARDIE, HARDIEPLANK LAP SIDING, ESR-2290. FINISH : SMOOTH EXPOSURE :MATCH EXI5TIN6 RE5 E. ALL CEMENTITIOU5 TRIM AND BATTENS TO BE: JAMES HARDIE, HARDIE TRIM OR ARTISAN TRIM WITH SMOOTH FINISH. roved IT ISSUANC I— w w w I— U) z 0 U) H Cif z r U) M N (0 w C) U N z O) W� U � Q w Of Q CD Q z z � x w Date: 3/25/2025 REVISIONS w w O LU Cn H z CD coqql CV 0 CV m Date: 3/25/2025-BUILDING DEFT.1 PREPARED BY: DAVID POCKETT 2349 NORTH SPURGEOSN ST. SANTA ANA CA. 92706 PH. 714-478-1309 pockettdesignl@gmail.com CUSTOM PLAN SOUTH AND NORTH ELEVATION INDICATES E6RE55 WINDOW. REFER TO 6ENERAL PLAN NOTES 'A' ON SHEETS A2 AND A.2-1 FOR REQUIREMENT5. GENERAL REQUIREMENTS 1. WORK PERFORMED SHALL COMPLY WITH THE 2022 CBC AND ALL APPLICABLE LOCAL, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND PROTECTIVE COVENANTS GOVERNING THE SITE OF WORK. 2. STANDARD SPECIFICATIONS OF ASTM ARE NOTED HEREIN AND AS REQUIRED BY THE BUILDING CODE. 3. ALL WORK NEEDS TO BE PERFORMED BY QUALIFIED AND EXPERIENCED CONTRACTORS FAMILIAR WITH THIS TYPE OF PROJECT. 4. IN CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 5. THE ENGINEER OR ARCHITECT OF RECORD MUST BE NOTIFIED IMMEDIATELY SHOULD ANY QUESTION ARISE OR ANY DISCREPANCY BE FOUND PERTAINING TO THE WORKING DRAWINGS. 6. ON -SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS IS THE RESPONSIBILITY OF THE CONTRACTORS AND SUB -CONTRACTORS. NOTED DIMENSIONS TAKE PRECEDENCE OVER THE SCALE OF DRAWINGS. 7. NO DEVIATIONS FROM THESE PLANS SHALL BE MADE WITHOUT THE WRITTEN CONSENT OF JJS STRUCTURAL, INC. 8. THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORT, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT HAS NOT BEEN CONSIDERED BY THE ARCHITECT OR ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE BUILDER HAS CONTRACTED WITH JJS STRUCTURAL, INC. FOR THE LIMITED SERVICES OF PROVIDING THE MINIMUM STRUCTURAL ENGINEERING DRAWINGS REQUIRED, WHEN COMBINED WITH THE OTHER BUILDING CONSULTANTS DRAWINGS TO OBTAIN A BUILDING PERMIT FOR THIS PROJECT. 9. THE BUILDER HAS REQUESTED, ACCEPTS AND REPRESENTS THAT HE WILL SELECT ALL MATERIALS AND MANUFACTURERS, QUALIFY AND SELECT ALL INSTALLERS, DIRECT ALL WAYS AND MEANS OF CONSTRUCTION AND PROVIDE ALL SUB -CONTRACTORS ADDITIONAL INFORMATION, ABOVE AND BEYOND THESE DRAWINGS, REQUIRED TO COMPLETE THE PROJECT IN CONFORMANCE WITH ALL GOVERNING AGENCIES AND THE WORK WILL MEET OR EXCEED ACCEPTED INDUSTRY STANDARDS. DESIGN CRITERIA 1. GRAVITY LOADS: ROOF DEAD LOAD 20 psf LIVE LOAD 20 psf TOTAL LOAD 40 psf 1.1. ROOF MATERIAL TO BE COMPOSITION SHINGLES (WEIGHT = 5.Opsf, MAX) 2. SEISMIC DESIGN PARAMETERS RISK CATEGORY II SS = 1.325 R = 6.5 IMPORTANCE FACTOR 1.0 S, = 0.472 RHO = 1.3 SEISMIC DESIGN CATEGORY D SIDS = 1.060 CS = 0.1631 SITE CLASS D SDI = 0.575 BASIC SEISMIC FORCE RESISTING SYSTEM - LIGHT FRAMED WALLS SHEATHED w/ WOOD STRUCTURAL PANELS ANALYSIS PROCEDURE USED - EQUIVALENT LATERAL FORCE PROCEDURE 3. WIND DESIGN PARAMETERS DESIGN WIND SPEED, V 95 mph EXPOSURE B RISK CATEGORY II 4. LUMBER GRADES: 2x AND 4x MEMBERS DFL #2 6x AND 8x MEMBERS DFL #1 STUDS (9'-0" IN HT. OR LESS) DFL STUD GRADE STUDS (TALLER THAN 9'-0") DFL #2 TOP AND SILL PLATES DFL #2 OR BETTER* *MUD SILLS IN CONTACT WITH CONCRETE ARE TO BE PRESSURE TREATED 5. ROOF SHEATHING: 15/32" APA RATED SHEATHING, EXPOSURE 1 WITH A MIN. PANEL INDEX OF 32/16 BOUNDARY NAILING (B.N.) 8d COMMON NAILS AT 6"o/c EDGE NAILING (E.N.) 8d COMMON NAILS AT 6"o/c FIELD NAILING (F.N.) 8d COMMON NAILS AT 12"o/c 6. FLOOR SHEATHING 23/32" APA RATED STURD-I-FLOOR, T&G, EXPOSURE 1 WITH A MIN. SPAN RATING OF 24". PLYWOOD MUST CONFORM WITH DOC PS1 OR PS2. BOUNDARY NAILING (B.N.) 1Od COMMON NAILS AT 6"o/c EDGE NAILING (E.N.) 1Od COMMON NAILS AT 6"o/c FIELD NAILING (F.N.) 1Od COMMON NAILS AT 12"o/c USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING WITH ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. REINFORCED CONCRETE 1. ALL REINFORCED CONCRETE MATERIALS AND CONSTRUCTION SHALL CONFORM TO CBC CHAPTER 19. 2. CEMENT AND CONCRETE AGGREGATES SHALL CONFORM TO CBC SECTION 1903. 3. ADMIXTURES CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. 4. CONCRETE SHALL BE TO THE STRENGTH AND SLUMP SPECIFIED AND CONSIST OF PORTLAND CEMENT ASTM C-150. AGGREGATES MUST CONFORM TO ASTM C-33 AND WATER MUST BE CLEAN AND POTABLE. 5. THE MINIMUM COMPRESSIVE STRENGTH (f'c) OF CONCRETE SHALL BE 3000 psi AT 28 DAYS, U.N.O. 6. TYPE V CEMENT w/ A MAX. W:C RATIO OF 0.45 MUST BE USED IF SOIL CONTAINS SULFATE, PER CBC SECTION 1904 & ACI 318-14, TABLE 19.3.2.1. MIN. f'c = 4500 psi AT 28 DAYS. SPECIAL INSPECTION IS NOT REQUIRED. REFER TO CBC SECTION 1904, SOILS AND CORROSION ENGINEERS RECOMMENDATIONS FOR CONCRETE EXPOSED TO CORROSIVE ELEMENTS. 7. SPECIAL INSPECTION IS REQUIRED FOR CONCRETE w/ f'c > 2500 psi UNLESS IT'S SOLELY USED FOR ITEM 6 ABOVE. 8. REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40 FOR SIZES #3 & #4 AND GRADE 60 FOR SIZES #5 & LARGER. 9. ALL REINFORCING STEEL, DOWELS, HOLDOWNS AND OTHER INSERTS MUST BE SECURED IN PLACE AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO CONCRETE BEING POURED. 10.MIN. CONCRETE COVER FOR REINFORCING IS AS FOLLOWS: 10.1. CONC. PLACED AGAINST EARTH, NOT FORMED 3" 10.2. CONCRETE FORMED OR TROWELED 2" 10.3. WALLS AND CURBS 1-1/2" 10.4. SLABS ON GRADE AT CENTER GENERAL NOTES FOUNDATION 1. ALL CONTINUOUS FOOTINGS MUST HAVE 5/8" 0. x MIN. 12" ANCHOR BOLTS EMBEDDED 7" INTO CONCRETE AND SPACED NO MORE THAN 48"o/c, U.N.O. ONE ANCHOR BOLT MUST BE LOCATED BETWEEN 4" & 12" FROM THE END OF ALL SILL PLATES AND THERE MUST BE AT LEAST (2) ANCHOR BOLTS PER SILL PLATE / SHEAR WALL. 2. ANCHOR BOLTS AT SHEAR WALLS MUST HAVE A 3"x3"4.229" THK. PLATE WASHER INSTALLED BETWEEN THE NUT AND SILL PLATE. 2.1. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED w/ A WIDTH OF UP TO 16" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1Y4", PROVIDED A STD. CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND NUT. 3. INTERIOR NON -SHEAR WALLS SHALL BE ANCHORED TO THE CONCRETE SLAB WITH SIMPSON PHNW SERIES 0.145" DIA. SHOT PINS, SPACED AT 16"o/c. PROVIDE MINIMUM 1Y4" EMBED. INTO SLAB. REFER TO ICC-ES ESR-2138 FOR INSTALLATION INFORMATION. 4. ALL HOLDOWNS MUST BE INSTALLED PER THE LATEST [CC -ES REPORTS AND TIED IN PLACE JUST PRIOR TO FOUNDATION INSPECTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL ANCHORS AS DIMENSIONS ARE NOT FURNISHED IN THESE STRUCTURAL PLANS. 5. PROVIDE #3 x 24" DOWELS AT 24"o/c ALL CONCRETE STOOPS AND PORCHES. 6. IF THERE IS A SOILS ENGINEER ON THE PROJECT, ALL FOOTING, SLAB AND REBAR REQUIREMENTS AS WELL AS EXPANSIVE SOILS REQUIREMENTS MUST BE VERIFIED. THE MORE STRINGENT GUIDELINES SHALL GOVERN. 7. CONTRACTOR SHALL DAMPEN SLAB UNDERLAYMENT OF SAND/MEMBRANE JUST PRIOR TO CONCRETE PLACEMENT TO ASSIST IN UNIFORM CONCRETE CURING. SLABS MUST NOT BE POURED DURING OR IMMEDIATELY AFTER RAINSTORMS. THE SPECIFIED SAND OVER VISQUEEN SHOULD NOT BE SATURATED AT THE TIME OF THE CONCRETE POUR. ANY FREE WATER TRAPPED IN THE SAND LAYER MUST BE REMOVED PRIOR TO THE CONCRETE POUR. 8. THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL BE FILLED WITH CONCRETE OR PROPERLY COMPACTED FILL THAT HAS BEEN TESTED AND APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL NOT BE PLACED UNTIL SUPPORTING FOUNDATIONS, WALLS AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT LATERAL SOIL PRESSURE. 9. CONCRETE PLACEMENT SHALL BE MONOLITHIC IN ONE CONTINUOUS OPERATION, UNIFORMLY PLACED, MUST BE VIBRATED AND WELL CONSOLIDATED, U.N.O. FOR NON -MONO POUR, USE #4 DOWELS AT 18"o/c, MIN. 18" INTO SLAB AND 12" INTO 1ST. POUR. 10.FLOOR SLAB SHALL BE POURED LEVEL TO 1/8" IN 10'. 11.REQUIREMENTS FOR THE SITE AND PAD PREPARATION, PRE -SATURATION OF SUBGRADE SOILS, DAYLIGHT SETBACK OF EXTERIOR FOOTINGS FROM ANY DESCENDING SLOPE SHALL COMPLY WITH THE SOIL ENGINEER'S RECOMMENDATIONS, AS REQUIRED. 12.REFER TO THE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, DEPRESSIONS, SLOPE, SHELVES, PATIOS, STOOPS AND PORCHES NOT SHOWN. 13.DO NOT WALK ON THE SLAB UNTIL AT LEAST 24 HOURS AFTER THE CONCRETE HAS BEEN POURED. WALL FRAMING MAY COMMENCE 4-5 DAYS AFTER THE CONCRETE POUR AND ROOF/FLOOR FRAMING 7-10 DAYS AFTER. THE ROOF MAY NOT BE LOADED UNTIL AT LEAST 14 DAYS AFTER THE CONCRETE HAS BEEN POURED. 14.NO PIPES OR CONDUITS SHALL EXTEND UNDER ISOLATED COLUMN FOOTINGS OR UNDER CONTINUOUS WALL FOOTINGS UNLESS SPECIFICALLY DETAILED OR APPROVED BY 11S STRUCTURAL, INC. AND THE BUILDING OFFICIAL. 15.SHEAR WALL ANCHOR BOLTS AND HOLDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 16.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE TREATED WOOD, CONFORMING TO AWPA U1 AND M4. 17.ALL BOLTS IN CONCRETE MUST CONFORM TO ASTM F1554, GRADE 36, U.N.O. 18.ALL HIGH STRENGTH BOLTS MUST CONFORM TO ASTM A449 (UP TO 1"0) AND ASTM A193 B7 OR ASTM F1554 GRADE 105 (%" & 1Y4"0). CDAKAINIrr 1. ALL STRUCTURAL WOOD SHALL BE OF DOUGLAS FIR LARCH SPECIES WITH A MAXIMUM MOISTURE CONTENT OF 19% AT THE TIME OF CONSTRUCTION. WOOD SHALL CONFORM WITH DOC PS20. 2. CONVENTIONAL CONSTRUCTION REQUIREMENTS OF CHAPTER 23 FOR LIGHT FRAMED CONSTRUCTION SHALL BE FOLLOWED AS REQUIRED. 3. ALL FRAMING, BRACING, NAILING, NOTCHING, DRILLING OR BORING SHALL BE IN ACCORDANCE WITH THE BUILDING CODE UNLESS MORE STRINGENT REQUIREMENTS ARE REQUIRED BY THE LOCAL JURISDICTION. 4. TOP PLATES OF ALL WOOD STUDS WALLS MUST CONSIST OF (2) 2x MEMBERS THE SAME WIDTH AS THE STUDS, U.N.O. TOP PLATES SHALL LAP A MINIMUM OF 48" AND BE SPLICED WITH A MINIMUM OF (8) 16d NAILS, SPACED AT 12"o/c, MAX. 5. ALL SHEAR PANELS MUST HAVE CONTINUOUS SHEATHING FROM ONE END TO THE OTHER AND FROM PLATE TO PLATE. 6. NON -BEARING WALLS ARE TO BE FRAMED WITH 2x4 STUDS AT 24"o/c FOR A MAXIMUM HEIGHT OF 14'-0" AND 2x6 STUDS AT 24"o/c FOR A MAXIMUM HEIGHT OF 20'-0". TALLER WALLS AND BEARING WALLS WILL BE DESIGNED ON A CASE BY CASE BASIS (SECTION 2308.5.1). 7. NON -BEARING HEADERS: USE 2x4 FOR A MAXIMUM OPENING WIDTH OF 3'-0", 2-2x4 FOR AN OPENING WIDTH OF 6'-0', MAX. AND 4x6 FOR OPENINGS UP TO 12'-0" WIDE. 8. 2x DFL #2 CEILING JOISTS MAY BE USED TO SUPPORT NO MORE THAN 6 PSF DEAD LOAD AND 10 PSF LIVE LOAD AS FOLLOWS: 2x4'S AT 16"o/c - MAX. SPAN = 9'-0" 2x6'S AT 16"o/c - MAX. SPAN = 13'-0" 2x8'S AT 16"o/c - MAX. SPAN = 14'-6" 2x10'S AT 16"o/c - MAX. SPAN = 15'-9" THIS IS BASED ON A DRYWALL CEILING AND A MAXIMUM DEFLECTION OF L/240. 9. ALL NAILS SHALL BE SINKER NAILS AND STAGGERED EXCEPT AS SPECIFIED IN CBC TABLE 2304.10.2, U.N.O. 10.FASTENERS, INCLUDING NUTS, WASHERS & CONNECTORS IN CONTACT w/ PRESERVATIVE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153. 11.ALL MACHINE BOLTS SHALL CONFORM TO ANSI/ASME STANDARD B18.2.1. BOLT HOLES SHALL BE DRILLEDY2" 4116" LARGER THAN THE BOLT DIAMETER. 12.FOR NON -SHEAR WALL APPLICATIONS, ROUND WASHERS SHALL BE USED ON ALL BOLTS AND SHALL CONFORM WITH ANSUASME STANDARD B18.2.1. USE MIN. 1YB" 0 x 64" THICK WASHER FORY2"O BOLT, *4"0 x %4" THICK WASHER FOR %"O BOLT AND 2Y" 0 x'Y64" THICK WASHER FOR 1" 0 BOLT. 13.MANUFACTURED HARDWARE SPECIFIED ON THE DRAWINGS ARE TO BE SIMPSON STRONG TIE OR EQUAL. FOLLOW ALL MANUFACTURERS REQUIREMENTS AND RECOMMENDATIONS FOR INSTALLATION AND HANDLING OF THE PRODUCT. 14.ALL JOIST HANGERS SHALL BE SIMPSON U HANGERS (OR EQUAL) AND ALL BEAM HANGERS SHALL BE SIMPSON HU HANGERS (OR EQUAL), U.N.O. ON PLANS. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR INSTALLATION. 15.ALL LEDGERS SHALL BE SPLICED WITH AN ST22 STRAP, U.N.O. 16.ROOF/FLOOR SHEATHING & SHEAR PANELS MAY BE PLYWOOD OR OSB. REFER TO DESIGN CRITERIA & SHEAR WALL SCHEDULE FOR ADD'L INFORMATION. 17.ALL NAILING SHALL CONFORM TO CBC TABLE 2304.10.2 18. ALL WOOD STRUCTURAL PANELS SHALL CONFORM TO DOC PS1 OR DOC PS2 19. WOOD FRAMING MEMBERS (E.G. BEAMS AND POSTS) SHALL BE PRESSURE TREATED WHEN EXPOSED TO WEATHER, PER CBC 2304.12.2.3 CONCRETE MASONRY 1. ALL CONCRETE MASONRY MATERIALS & CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 21 OF THE CBC. 2. MORTAR SHALL CONFORM TO ASTM C 270 TYPE S OR M, PER CBC SECTION 2103.8. 3. GROUT SHALL COMPLY WITH ARTICLE 2.2 OF TMS 602 / ACI 530.1 / ASCE 6, PER CBC SECTION 2103.12. A MINIMUM 28-DAY COMPRESSION STRENGTH OF 2000 PSI MUST BE ATTAINED UNLESS THE SPECIFIED MASONRY UNITS REQUIRE A GREATER STRENGTH. 4. THE SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, fm, SHALL BE 1500 PSI, U.N.O. 5. REINFORCING STEEL SHALL CONFORM TO ASTM A615. GRADE 40 SHALL BE USED FOR SIZES #3 & #4 AND GRADE 60 FOR SIZES #5 AND LARGER. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL CONFORM TO CBC CHAPTER 22. 2. ALL STEEL SHALL BE PRIMED w/ A RUST RESISTANT PRIMER AND CONFORM TO ASTM A36 (FY=36ksi), U.N.O. 2.1. W SHAPES SHALL CONFORM TO ASTM A992 (FY=50ksi) 2.2. RECTANGULAR HSS TUBING SHALL CONFORM TO ASTM A500, GRADE C (FY=50ksi) 2.3. ROUND HSS TUBING SHALL CONFORM TO ASTM A500, GRADE C (FY=46ksi) 2.4. STEEL PIPE SHALL CONFORM TO ASTM A53, GRADE B (FY=35ksi) 3. ALL STRUCTURAL WELDING PROCEDURES AND MATERIALS SHALL CONFORM TO CBC SECTION 2204.1. ALL WELDING SHALL BE BY THE SHIELDED METAL ARC WELDING PROCESS OR THE SUBMERGED ARC WELDING PROCESS USING E70XX-LOW HYDROGEN ELECTRODES, U.N.O. 4. ALL BOLTS FOR STEEL MEMBER CONNECTIONS SHALL CONFORM TO CBC SECTION 2204.2 & ASTM A325N, U.N.O. 5. HOLES FOR BOLTS MUST BE DRILLED OR PUNCHED AND SHALL BE 1/16" LARGER THAN THE BOLT DIAMETER. 6. ALL SHOP WELDING AND FABRICATION MUST BE DONE IN A SHOP CERTIFIED BY AISC QUALITY CERTIFICATION PROGRAM AND APPROVED BY THE BUILDING OFFICIAL. ALL FIELD WELDING MUST BE PERFORMED BY A CERTIFIED WELDER AND A SPECIAL INSPECTOR SHALL CONTINUOUSLY INSPECT ALL STRUCTURAL FIELD WELDING. BOTH SHALL BE APPROVED BY THE BUILDING OFFICIAL. 7. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE SPECIFICATION (WPS) AS REQUIRED IN AWS D1.1 AND APPROVED BY THE ENGINEER OF RECORD. SPECIFY THE REQUIRED "WPS" ON THE PLANS. 8. ALL FILLER (WELD) METAL SHALL HAVE MINIMUM CVN OF 20 FT-LBS AT -20 DEGREES FAHRENHEIT AND 40 FT-LBS AT 70 DEGREES FAHRENHEIT. 9. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR ALL STEEL MEMBERS TO THE ENGINEER OF RECORD FOR REVIEW. GLUED LAMINATED LUMBER 1. GLUE LAMINATED LUMBER SHALL BE MANUFACTURED, FABRICATED AND SHALL BE INSPECTED FOR QUALITY CONTROL IN ACCORDANCE WITH ANSI/APA-190.1 AND ASTM D3737, STRUCTURAL GLUED - LAMINATED TIMBER. FABRICATION OF TIMBERS SHALL BE USING MATERIALS AT 16% OR LOWER MOISTURE CONTENT AND SHALL UTILIZE ADHESIVE APPROVED FOR WET CONDITION OF SERVICE. 2. GLUE LAMINATED TIMBERS SHALL BE VISUALLY GRADED WESTERN SPECIES WITH A 24F-V4 COMBINATION FOR STANDARD APPLICATIONS AND 24F-V8 FOR CANTILEVERED APPLICATIONS. 3. GLUE LAMINATED TIMBERS SHALL BE CLEARLY STAMPED OR MARKED AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF COMPLIANCE INDICATING CONFORMANCE TO ANSI/APA-190.1. APPROVED CERTIFICATE OF COMPLIANCE ISSUING AGENCIES ARE THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC), WESTERN WOOD PRODUCTS ASSOCIATION (WWPA) OR THE APA - THE ENGINEERED WOOD ASSOCIATION. A COPY OF THE CERTIFICATE OF COMPLIANCE SHALL BE PRESENTED TO THE INSPECTOR PRIOR TO INSTALLATION, WITH COPIES FORWARDED TO THE STRUCTURAL ENGINEER AND ARCHITECT. 4. CAMBER REQUIREMENTS SHALL BE AS INDICATED IN THE CONSTRUCTION DOCUMENTS OR SHALL HAVE A STANDARD CAMBER WITH A RADIUS OF CURVATURE OF 3500 FEET PLUS OR MINUS 200 FEET. 5. GLUED -LAMINATED TIMBERS EXPOSED TO WEATHER SHALL BE PRESSURE TREATED AND CONFORM TO AMERICAN WOOD PRESERVERS ASSOCIATION (AWPA), AWPA STANDARD C-28, PRESSURE TREATMENT OF STRUCTURAL GLUED -LAMINATED TIMBER OR AITC STANDARD 109, STANDARD PRESERVATIVE TREATMENT OF STRUCTURAL GLUED -LAMINATED TIMBER. AMMONIUM COPPER ZINC ARSENATE SHALL BE USED AS THE TREATMENT SOLUTION. TREATMENT TYPE AND INSPECTION AGENCY SHALL BE CLEARLY STAMPED ON TREATED MATERIAL. TREATMENT AGENCY TO CONFORM TO AMERICAN WOOD PRESERVERS BUREAU (AWPB) AWPB STANDARD LP. EXTERIOR EXPOSED SURFACES SHALL BE COATED OR PAINTED WITH MINIMUM TWO COATS OF SEALER OR COVERED BY FRAMING OR DRYWALL FOR INTERIOR APPLICATIONS. Fastening Schedule (2304.10.2) Description of Building Elements Number & Type of Spacing & Fastener Location Roof Blk'g between ceiling joists, rafters or 3-8d common (2/„ x0.131") Each end, toenail trusses to top plate or other framing below 2-8d common (2Y2"0.131") Each end, toenail Blk'g between rafters or truss not at the 1' wall top plate, to rafter or truss 2-16d common (3)/2"xO.162") End nail Flat blk'g to truss and web filler 16d common (3Y2"0.162") Face nail 2. Ceiling joists to top plate 3-8d common (2Y2"0.131"); or Face nail 3-1 Od box (3"0.128") 3' Ceiling joists not attached to parallel 3-16d common (3Y2"x0.162"); or Face nail rafter, laps over partitions (no thrust) 4-1 Od box (3"x0.128") 4' Ceiling joist attached to parallel rafter Per plan or Table 2308.7.3.1 Face nail (heel joint) 5. Collar tie to rafter 3-1 Od common (3"x0.148"); or Face nail 4-1 Od box (3"x0.128") 3-1 Od common (3"xO.148"); or 6. Rafter or roof truss to top plate 3-16d box (3Y2"x0.135"); or Toenail' 4-1 Od box (3"0.128") 2-16d common (3Y"0.162"); or End nail Roof rafters to ridge valley or hip rafters; or 3-1 Od box (3"x0.128") 3-10d common (3Y"0.148"); or 7' roof rafter to 2-inch ridge beam 4-16d box (3Y"x0.135"); or Toenail 4-1Odbox (3"0.128") Wall 16d common (3Y2"0.162"); or 24"o/c face nail 8. Stud to stud (not at braced wall panels) 1Od box (3"x0.128") 16"o/c face nail Stud to stud and abutting studs at 16d common (3Y2"0.162"); or 16"o/c face nail 9, intersecting wall corners (at braced wall panels) 16d box (3Y2"0.135") 12"o/c face nail 16d common (3Y2"x0.162"); or 16"o/c each edge, face nail 10. Built-up header (2" to 2" header) 16d box (3)/2"0.135") 12"o/c each edge, face nail 11. Continuous header to stud 4-8d common (2Y2"0.131 "); or 4-1 Od box (3"0.128") Toenail 16d common (3Y2"0.162"); or 16"o/c face nail 12. Top plate to top plate 1 Od box (3"x0.128") 12"o/c face nail Each side of end joint, 13. Top plate to top plate, at end joints 8-16d common (3Y2"x0.162"); or face nail (minimum 12-1 Od box (3"0.128") 24" lap splice length each side of end joint) 16d common (3Y2"0.162"); or 16"o/c face nail 14. Bottom plate to joist, rim joist, band joist or blk'g (not at braced wall panels) 16d box (3%"xO.135") 12"o/c face nail Bottom plate to joist, rim joist, band joist or 2-16d common (3Y2"0.162); or 15. blk'g at braced wall panels 3-16d box (3Y"0.135") 16"o/c face nail 4-8d common (2Y2"0.131"); or Toenail 4-1Odbox (3"x0.128") 16. Stud to top or bottom plate 2-16d common (3%"0.162"); or End nail 3-1 Od box (3"0.128") 17. Top plates, laps at corners & intersections 2-16d common (3Y2"0.162"); or End nail 3-1 Od box (3"x0.128") 18. 1" brace to each stud and plate 2-8d common (2Y2"0.131"); or Face nail 2-1 Od box (3"x0.128") 19. 1"x6" sheathing to each bearing 2-8d common (2Y2"0.131"); or Face nail 2-1Odbox (3"x0.128") 20. 1"x8" and wider sheathing to each bearing 3-8d common (2Y2"0.131"); or Face nail 3-1 Od box (3"x0.128") Floor 21. Joist to sill, top plate or girder 3-8d common (2%"x0.131"); or Toenail floor 3-10d box (3"x0.128") 22. Rim joist, band joist, or blk'g to top plate, 8d common (2Y2"x0.131"); or 6"o/c, toenail sill or other framing below 1Od box (3"xO.128") 23. �11"x6" subfloor or less to each joist 2-8d common (2%"0.131"); or Face nail 2-1 Od box (3"x0.128") 24. 2" subfloor to joist or girder 2-16d common (3%"x0.162") Face nail 25. 2" planks (plank & beam - floor & roof) 2-16d common (3Y2"0.162") Each bearing, face nail 32"o/c, face nail at 20d common (4"0.192") top & btm staggered on opposite sides 24"o/c, face nail at 26. Built-up girders & beams, 2" lumber layers 1Od box (3"x0.128") top & btm staggered on opposite sides And: 2-20d common (4"x0.192"); or Ends at each splice, 3-1 Od box (3"x0.128") face nail 27. Ledger strip supporting joists or rafters 3-16d common (3%"0.162"); or Each joist or rafter, 4-1Odbox (3"0.128") face nail 28. Joist to band joist or rim joist 3-16d common (3%"4.162"); or End nail 4-1Odbox (3"x0.128") 29. Bridging or blk'g to joist, rafter or truss 2-8d common (2%"x0.131"); or Each end, toenail 2-1 Od box (3"0.128") Notes: 1. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toe nails in the rafter shall be permitted to be reduced by one nail. 2. Refer to the Design Criteria section on this page for roof and floor sheathing nailing schedule 3. Refer to the Shear Wall Schedule on this page for nailing requirements at wood structural panels SHEET INDC-4%TY OF SAPA Planning and Bui d ng Cy SN1 GENERAL NOTES SN2 SPECIAL INSPECTION AN TYPICAL DETAILS JJS STRUCTURAL S-1 FOUNDATION PLAN INCORPORATED S-2 ROOF FRAMING PLAN O l y m pi c Dr i v e A ro gton Beach, CA 92646 pp 7 1 4 - 4 9 6 - 6 7 7 2 SD1 STRUCTURAL DETAILS FOR PERMIT I -i-AN Master ID: Date: "nFES. 7, `?o C67712 z J xp.06130125 01�9TF CFI CA RESTRICTIVE NOTICE OF JJS STRUCTURAL, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF AN OFFICER OF OUR FIRM. THE PLANS ARE ONLY TO BE USED FOR THIS SPECIFIC PROJECT AND ARE NOT APPLICABLE TO ANY OTHER STRUCTURE. REVISIONS DATE Al PLAN CHECK 03/17/25 JOB NO.: 24058 ISSUE DATE: 11/07/2024 SCALE: N/A SHEET NO. SN1 4(d) OR Ile EQ. EQ. 1. SIMPSON MST136 OR ST6224. 16d SILL R 8 d) 2 1/2" MIN. SHEAR EDGE FIELD SHEAR A35 / LTP4 A. B. SPECIAL I S P E CITPR O F SAP A ( 2. BEAM PER PLAN. PANEL SHEATHING NAILING NAILING CAPACITY SPC'G PLATE NAIL SPC'G TYPE (COMMON) (COMMON) (PLF) (IN. o/c) SPC'G (IN. o/c) 8(d) R 3. (2) 2X TOP PLATE. (IN. o/c) 4. SIMPSON'A35' AT TOP & BOTT. SPECIAL INSPECTION Planning and B u i d n g Cy 90° BEND 1800 BEND 8�- 2 1 A 8d6"o 280 16 6 32 5. POST PER PLAN. @ /c 1. A FINAL REPORT FOR ALL ITEMS REQUIRING SPECIAL INSPECTION SHALL BE SUBMITTED TO BEND R= 3(d) FOR #3 THRU #8 2 4 R= 4(d) FOR #9 THRU #11 7 9 6. SILL PLATE. 2 8d's 430 12 4 32 THE CITY OR COUNTY INSPECTION DEPART ENT 48(d) * R= 5(d) FOR #14 THRU #18 Outer third of 3 7. POST OR MULT. STUD. @ 4"o/c (3x SILL) 2. ALL SPECIAL INSPECTORS SHALL BE ON THE NPPROVED LIST OF THE CITY OR COUNTY WITH JJS STRUCTURAL span only "" STRUCT 1 8d s THE APPROPRIATE CERTIFICATION FOR THE ORK TO BE PERFORMED 8. (3) 16d EA. SIDE. B @ 12"o/c INCORPORATED * INCREASE LENGTH BY 30% FOR TOP 8d s 550 12 3 24 3. ALL SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTIOOlympic D r i v e BARS (HORIZONTAL BARS SO 9. 2X STUDS. @ 3"o/c (3x SILL) IN ACCORDANCE WITH SECTION 1705.3 AN TABLE 1705.3, AS FOLOA gton Beach, CA 92h46 PLACED THAT MORE THAN 12" OF ppero 7 1 4- 4 9 6- 6 7 7 2 FRESH CONC. IS CAST IN THE WIRE TIE END MEMBER BELOW, EXCLUDE WALLS) 5 A 8d's 16 LAP SPLICE 6 4 4 @ 2"o/c 730 8 2 (3x SILL) TYPE F MC J �fEc1j T I o AN" i:c 113 Joist I SP C ON I N 1/4 Joist depth. Max. ?' a� 10d's 10d's 12 INSPECT REINFORCEMENT, INCLUDING 'Lim O b` depth, Max. (� 2" Min. �" STRUCT I 870 6 2 PRESTRESSING TENDONS, AND VERIFY PLA EMENT X FtOFESS/0 ? @ 2"o/c @ 12"o/c (3x SILL) �Q SKU� Ny ZPIP j�0 EQ. EQ. REINFORCING BAR WELDING: Z O { 2 Min. 8d's 8d's %4"xb" SDS 12 > s G) 3 1100 6 @ 5"o/c, VERIFY WELDABILITY OF REINFORCING BA Xo C67712 z Q CROSSTIE 1/3lolst Uj m depth, Max. DBL @ 3"o/c @ 12"o/c STAGG. (3x6 SILL) OTHER THAN ASTM A706; uJ xp.06/30/25 m F-- 1/6 Joist Q 10 depth, Max. . . �______ . s �Q p " STRUCT 1 8d's 8d's A34's @ XN6" SDS 8 +� ter I X I CIV1� � Z A 32 1460 @ 3"o/c, INSPECT SINGLE -PASS FILLET WELDS, MAXI U 7F OQ� �F C A��F STAGG. C STIRRUP 0 � � DBL EACH FACE @ 2"o/c @ 12"o/c 4"o/c (3x6 SILL) AND 06�J N D= 4(d) FOR #3 THRU # \/ 2 1 %4"x6" SDS INSPECT ALL OTHER WELDS : X ? Q D= 6(d) FOR #6 THRU # 10d's 10d's A34's @ b sr,2i�2 1740 @ 3"o/c, ?� 7 q DBL @ 2"o/c @ 12"o/c 3"o/c STAGG. (3x6 SILL) INSPECT ANCHORS CAST IN CONCRETE X �%i Z NOTE: RESTRICTIVE NOTICE INSPECT ANCHORS POST -INSTALLED IN H DENED U O 1 1. FRAMING AT ADJOINING PANEL EDGES FOR SHEAR WALL TYPES 2, 3, 4 & 5 SHALL BE 3" NOMINAL CONCRETE MEMBERS. Z N 1. PUT CROSSTIE W/ EACH STIRRUP Z "C� OR WIDER. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. OF JJS STRUCTURAL, INC. AND MAY NOT BE LL ALT.135°BENDS NOTCHING / BORING - SAWN JOISTS 9 TYP. POST TO BEAM CONNECTION ✓ CONSENT FANOFTCEROFOURFIR EN Q � 2. STUDS MUST BE SPACED AT 16"o/c, MAX. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY X CONSENT OF AN OFFICER OF OUR FIRM. THE p 2. ALL BENDS SHALL BE MADE COLD 3. 8d COMMON NAILS ARE 2"'x0.131" & MUST HAVE A MIN. PENETRATION OF 1a" INTO FRAMING OR UPWARDLY INCLINED ORIENTATIONS TO RESIST PLANS ARE ONLY TO BE USED FOR THIS i SUSTAINED TENSION LOADS SPECIFIC PROJECT AND ARE NOT APPLICABLE 4. 10d COMMON NAILS ARE 3"x0.148" & MUST HAVE A MIN. PENETRATION OF 1q" INTO FRAMING TO ANY OTHER STRUCTURE. TIE OR HOOK 2 8 1 3 1. DOUBLE TOP PLATE 5. USE 3"x3"x0.229" PLATE WASHERS AT ALL SHEAR WALL ANCHOR BOLTS 6. DBL SIDED SHEAR WALLS SHALL BE FRAMED WITH 2X6 STUDS AT 16"o/c, MIN. MECHANICAL ANCHORS AND ADHESIVE ANCHORS X 2. 2X FULL HEIGHT STUDS AT 16"o/c 7 OFFSET PANEL JOINTS ON OPPOSITE FACES OF DBL SIDED SHEAR WALLS NOT DEFINED ABOVE REVISIONS DATE RE BA R LAP/BENDS 13 3. 2X CRIPPLE STUDS AT 16"o/c VERIFY USE OF REQUIRED DESIGN MIX X DO PRIOR TO CONCRETE PLACEMENT, FABRICATE 1Q PLAN CHECK 03/17/25 4. HEADER, PER PLAN SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP 1. REINFORCING MAY E CONTINUOUS L = 30 BAR DIAMETERS (CONCRETE) ► SHEAR WALL SCHEDULE 1 X OR ADD BARS OF THE SAME SIZE &SPACING L = 40 BAR DIAMETERS (MASONRY) - 5. FULL HEIGHT KING STUD, EACH AND AIR CONTENT TESTS, AND DETERMINE THE AS THE WALL / FOOTING REINFORCING SIDE W/ (4) 16d NAILS TO HEADER TEMPERATURE OF THE CONCRETE L Notch d INSPECT FORMWORK FOR SHAPE, LOCATION AND L 1 1 depth < 1/4d 6. 2X TRIMMER, U.N.O. ON PLANS Hole edge 2 1 4 3 DIMENSIONS OF THE CONCRETE MEMBER BEING X Outer distance > 5/8",�� 7. 2X WINDOW SILL, WHERE OCCURS 1. RIM JOIST OR BLOCKING. FORMED --- �4 ^I span onlmyy of O _ 8. LOCATE 2X CRIPPLE STUD BELOW 2. FRAMING CLIPS PER PLAN. USE 3.1. EXCEPTIONS: SPECIAL INSPECTIONS AND TESTS SHALL NOT BE REQUIRED FOR: Hole diameter WINDOW SILL AND ABOVE ENDS A35's AT ROOF LEVEL AND LTP4's AT 3.1.1. ISOLATED SPREAD CONCRETE FOOTINGS OF BUILDINGS 3-STORIES OR LESS ABOVE < 2/5d OF HEADER FLOOR LEVEL. Stud Single Stud Hole diameter -_-_-_ • __-_-_• -_- -__ -_____ GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OR ROCK J : r----Tr---_I.r---� r---Tr---�T---- 3. PROVIDE EDGE NAILING (E.N.) AT 3.1.2. CONTINUOUS CONCRETE FOOTINGS SUPPORTING WALLS OF BUILDINGS 3-STORIES <3/5d 7 Double Stud ^_ _ ^ 9. 2X SILL PLATE I I I I I' . I LI LI I I LI LI I . ALL PANEL BOUNDARIES. OR LESS ABOVE GRADE PLANE THAT ARE FULLY SUPPORTED ON EARTH OF ROCK 1 I II II I' I II II I LI LI I I LI LI I Plate ------ -- _ 4 WHERE: F_ 1T r --IDOUBLE 2x TOP . 3.1.2.1. THE FOOTINGS SUPPORT WALLS OF LIGHT -FRAME CONSTRUCTION Ll Hole edge I I I I I I• I I I I I I distance > 5/8" 5. ADJOINING PANEL EDGE w/ (2) 3.1.2.2. THE STRUCTURAL DESIGN OF THE FOOTING IS BASED ON A COMPRESSIVE I I I I I I I LI LI I .I LI LI I I I I I I I I I I• I I I I I I ROWS OF E.N. STRENGTH, f'c, NOT MORE THAN 2500psi, REGARDLESS OF THE COMPRESSIVE SINGLE LAYER INTERSECTION SINGLE LAYER CORNER I I I I I I.I I.I I .I I.I I.I I • STRENGTH SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS OR I I I I I I I I I r I I I I I I ' 6. FIELD NAILING (F.N.) PER SHEAR USED IN THE FOOTING CONSTRUCTION.> WALL SCHEDULE. 3.1.2.3. NON-STRUCTURAL CONCRETE SLABS, PATIOS, DRIVEWAYS AND SIDEWALKS L .I 7. END POST, PER PLAN. USE 2-2x4 ON GRADELI MIN. I I I I I I I I I I I I' I I I I I I � Li LI I .I Li I• I I I I I 8. SILL PLATE OR MUD SILL PER SHEAR 4. SPECIAL INSPECTIONS AND TESTS OF EXISTING SITE SOIL CONDITIONS, FILL PLACEMENT CD I Li LI I .I Li LI I I I I I I• I I I I I WALL SCHEDULE AND LOAD -BEARING REQUIREMENTS SHALL BE PERFORMED IN ACCORDANCE WITH THIS N I.I I.I I .I I.I I.I I • 9. 2X STUDS AT 16"O/C, MAX. SECTION 1705.6. THE APPROVED GEOTECHNICAL REPORT AND THE CONSTRUCTION 0` I I I I I• I I I I DOCUMENTS PREPARED BY JJS STRUCTURAL SHALL BE USED TO DETERMINE COMPLIANCE. Q 110. HOLDOWN, PER PLAN. DURING FILL PLACEMENT, THE SPECIAL INSPECTOR SHALL VERIFY THAT PROPER MATERIALS 9 I I I • I I I I I AND PROCEDURES ARE USED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROVED b � 1 I LI LI I .I LI LI I C I I I I I 11. ANCHOR BOLTS OR SILL NAILING GEOTECHNICAL REPORT. Q NOTCHING BORING -STUDS 10 TYPICAL STUD WALL OPENING 6 ii ii ii ii i PER SHEAR WALL SCHEDULE 4.1. EXCEPTION: WHERE A SOILS REPORT IS NOT REQUIRED, THE SPECIAL INSPECTOR SHALL d I.I I.I I .I I.I I.I 12. REFER TO SHEAR WALL SCHEDULE VERIFY THAT THE IN -PLACE DRY DENSITY OF THE COMPACTED FILL IS NOT LESS THAN I II II I' I II II I I.I I.I I.I I.I FOR REQ'D POST SIZE 90% OF THE MAX. DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN Ul) I.1 I 1 i.i i.i ACCORDANCE WITH ASTM D1557 , 1. TYPICAL ROOF OR FLOOR JOIST 1. 16d SINKER NAILS AT 8"o/c. MIN. (8) I I I I I I Iv DOUBLE LAYER INTERSECTION DOUBLE LAYER CORNER I.I I.I I.I v 4 1 NAILS EACH SIDE OF SPLICE, U.N.O. I I I I I• I I I I I 10 CONTINUOUS PERIODIC � � 2. DOUBLE JOIST AT HEAD OUT, TYP. AND PER TABLE BELOW u _ _ _ .L1 _-u_ _iI__ .i TYPE SPECIAL SPECIAL to C 0- WALL / FOOTING INTERSECTION 14 1 2 1 3. SIMPSON 'HU' HANGER, TYP. 2. TYPICAL WALL STUDS AT 16"o/c II II II it INSPECTION INSPECTION c VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS O 00) 3 3. LOCATE STUD UNDER SPLICE OR q b 5 8 11 ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING X PROVIDE 2X BLK'G ATTACHED TO ADJACENT STUDS W/ (3) 16d's NOTES: CAPACITY 0- u u EACH SIDE VERIFY EXCAVATIONS ARE EXTENDED TO PROPER N O O 4. NUMBER OF NAILS SPECIFIED 1. NAILS SHALL BE DRIVEN TIGHT, BUT NOT FRACTURE THE SURFACE OF THE SHEATHING DEPTH AND HAVE REACHED PROPER MATERIAL X 0 L -O BETWEEN SPLICING POINTS PER 2• SEE GENERAL NOTES FOR SHEATHING TYPE, THICKNESS, RATING AND NAIL SCHEDULE Q O TABLE BELOW 3. PROVIDE MINA" EDGE DISTANCE AT FRAMING MEMBER & 16" TO EDGE OF DIAPHRAGM PERFORM CLASSIFICATION AND TESTING OF Z � b 5 4. ALL PANEL EDGES SHALL BE FULLY SUPPORTED BY FRAMING MEMBERS w/ EDGE NAILING. COMPACTED FILL MATERIALS X NAIL SPLICE 5. SIMPSON STRAP PER TABLE BELOW Q In 5. USE 3"x3"0.229" PLATE WASHERS AT ALL SHEAR WALL ANCHOR BOLTS M EQ EQ 6. ALTERNATE LOCATION OF STRAP VERIFY USE OF PROPER MATERIALS, DENSITIES AND � C LIFT THICKNESSES DURING PLACEMENT AND X MAX 7. CONT. LOWER PLATE AT WALL TYPICAL SHEAR WALL FRAMING 2 COMPACTION OF COMPACTED FILL Q PRIOR TO PLACEMENT FILL,;., Q SUBGRADE AND VERIFYOTHAOT SITE CTED HAS BEEN NSPECT X - cM1l V � M 1. 24" MIN. UNLESS FULLY BLOCKED PREPARED PROPERLY 3 3 2 NOTES: @ ALL EDGES. a. FULLY NAIL STRAP W/ 16d SINKER 5. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS AND 6 OR 10d COMMON NAILS 2. ROOF OR FLOOR SHEATHING. DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO STRAP SPLICE b. NAILS SHALL BE STAGGERED AND AT LEAST 2 1/4" APART 3. CONT. PANEL EDGE. ADD 2x FLAT OTHER COMPONENTS OF THE SEISMIC -FORCE RESISTING SYSTEM, WHERE THE FASTENER BLK'G & E.N. WHEN BLOCKED SPACING OF THE SHEATHING IS 4"o/c OR LESS. DIAPHRAGM IS SPECIFIED. 1 2 3 4 A B C D E 4. DIAPHRAGM BOUNDARY w/ B.N. 6. THE SPECIAL INSPECTION AND NON-DESTRUCTIVE TESTING OF ALL STEEL CONSTRUCTION IN ° ° °°, °„ ,,, ,,, PER PLAN. BUILDINGS,U AND PORTIONS THEREOF MUSTAS REQUIRED NO. OF 16d SINKER 10 16 24 36 48 CBC SECTION 1705.2 AND THE QUALITY CONTROL AND QUALITY ASSURANCE INSPECTION ° 5. DISCONTINUOUS PANEL EDGE w/ REQUIREMENTS OF AISC 360, CHAPTER N. MIN. PLATE LAP 4 FT 4 FT 6 FT 8 FT 8 FT 5 E.N. PER PLAN. ALT. STRAP W/ 16d SINKER ST22 ST6224 ST6236 MST48 MST60 ° 6. FIELD NAILING, F.N., PER PLAN. 7. PER CBC SECTION 1705.4, THE SPECIAL INSPECTION AND TESTS OF MASONRY CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE QUALITY ASSURANCE 7. 1/8" GAP, U.N.O. PROGRAM REQUIREMENTS OF TMS 402 AND TMS 602, AS SET FORTH IN TABLES 3 & 4, LEVEL 3 TYPICAL JOIST HEAD OUT 11 TYPICAL TOP PLATE SPLICE 7 6 8. DIRECTION OF FACE GRAIN, REQUIREMENTS AND CBC CHAPTER 21. ADDITIONALLY, THE QUALITY ASSURANCE PROGRAM ° PERPENDICULAR TO SUPPORTS. IS OUTLINED IN CBC SECTION 2105. ° 7 9. ROOF OR FLOOR FRM'G MEMBERS. 1 2 1. JOIST OR TRUSS BTM CHORD NOTES: 2. SIMPSON'STC' AT EA, CONNECTION OR 24"o/c, MAX 161°min. ° a. STAGGER JOINTS AS SHOWN. ° b. NAILS SHALL BE DRIVEN TIGHT, BUT 3. 3/4" GAP BETWEEN BTM CHORD OR ° ° ° NOT FRACTURE THE SURFACE OF THE JOIST & 1 x TOP PLATE ° ° SHT'G. 1. ROOF SHEATHING 4. 1x OVER 2x PLATE, TYPICAL AT NON- ° ° ° c. SEE GENERAL NOTES FOR SHT'G TYPE J 4 3 BEARING WALLS. ° ° THICKNESS, RATING AND NAIL 2. TYPICAL ROOF JOIST ° ° SCHEDULE. 5. 2x BLOCKING AT 24"o/c w/ 16d NAIL ° d. PROVIDE MIN. 3/8" EDGE DISTANCE O 3. TYPICAL BLOCK AT EACH END Q PERPENDICULAR ° AT FRAMING MEMBER & 5/16" TO 4. DOUBLE OR TRIPLE UP A35's AT 6. 2x SILL PLATE w/ 16d COMMON j EDGE OF DIAPHRAGM. LL' 1 6 ADJACENT BLOCK WHERE SHEAR NAILS AT 16"o/c OR 16d BOX NAILS ° ° ° e. ALL DIAPHRAGM BOUNDARIES ( ] WALL CONDITION DICTATES AT ^� AT 12"o/c TO JOIST OR BLK'G BLW. SHALL BE FULLY SUPPORTED BY �/ Q USE SHOT PINS PER NOTES ON TIGHTER SPACING THAN 24"o/c 2 5 FRAMING MEMBERS w/ B. N. LLI 5. VENTILATION SCREEN SHEET SN1 AT SLAB CONDITION. f. T&G EDGE TO BE LOCATED AT CONT. J O O 6. TYPICAL EDGE NAILING J PANEL JOINT. LEI g. MAX. UNSUPPORTED SHT'G LENGTH IS 24". � /tD Q 1 8 9 PROVIDE ADEQUATE FRAMING Z U r - - MEMBERS TO LIMIT SPAN. 2 4 4 TYPICAL DIAPHRAGM FRAMING 3 < }- � 4 5 ti 4 ti I U ILU U i PARALLEL I � I 3 3" �4Y," 4X' , 3" I 6 �r ) BOTTOM OF WALL TYPICAL VENT BLOCK 1121 NON -BEARING WALL 18 JOB NO.: 24058 ISSUE DATE: 11/07/24 SCALE: N/A SHEET NO. 4 SN2 SIM SIM H0�2 L FOUNDATION PLAN SYMBOLS CITY OF I (S, XXX ETA[ I SI=Wng and E OEYNOTE NUMBER XX HEAR WALL, TYPE & LENGTH PER PLAN OO ( EFER TO DETAIL 1/SNCHEDULE) ( 2 F R S ) FOOTING p p r )FOROR PERMI 0 FAD FOOTING PER SCHEDULE PAD FOOT Nq SCLjED E P1 24" SQ. 1 �ia�/� • 4, B.E.W. P2 24" SQ. 18" DEEP w/ (3) #4, T&B, E.W. FOUNDATION NOTES 1. REFER TO SHEET SN-1 FOR ADDITIONAL INFORMATION. 2. THE SOILS ENGINEER MUST REVIEW AND APPROVE ALL FOOTING EXCAVATIONS PRIOR TO THE INSTALLATION OF REINFORCING AND CONCRETE. 3. HOLDOWN ANCHORS SHALL BE RE -TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 4. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOR A FOUNDATION INSPECTION. 5. ALL BOLT HOLES SHALL BE DRILLED Yz" -yl6" LARGER THAN THE BOLT DIAMETER (12.1.3.2, 2018 NDS) 6. THE VAPOR BARRIER UNDER THE SLAB MUST CONFORM TO ASTM E1745-97 AND BE INSTALLED PER ASTM E1643-98(2005) 7. THE CONTRACTOR SHALL NOTIFY THE INSPECTOR PRIOR TO STARTING EXCAVATIONS OR ANY GRADING WORK 8. EXTEND ALL EXCAVATIONS FOR FOOTINGS BELOW NATURAL GRADE AS SHOWN ON STRUCTURAL DRAWINGS 9. ALL EXCAVATIONS FOR FOOTINGS MUST BE INSPECTED AND APPROVED BY INSPECTOR PRIOR TO POURING OF CONCRETE 10. ALL FILL SHALL BE PLACED IN MAXIMUM 2" LAYERS AND COMPACTED TO 90% DENSITY TO SUPPORT FOOTINGS 11. SILL PLATES SHALL BE MIN. 8" ABOVE GRADE 12. FOR SLAB ON GRADE CONSTRUCTION, SCARIFY TOP 12" OR RECOMPACT 4' OVER EXCAVATION PRIOR TO TRENCHING FOR THE UTILITY AND/OR FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION INSPECTION. DAMP PROOFING, BASE COURSE AND PRE -SATURATION ARE REQUIRED. 13. FIELD CUTTING ENDS, NOTCHES AND DRILL HOLES IN PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. 14. REFER TO DETAILS 13 & 14/SN2 FOR REBAR BENDS, SPLICES, LAPS AND TYPICAL FOOTING INTERSECTION DETAILS TA.A ui din L enc JJS STRUCTURAL INCORPORATED i mpic Drive iL each, CA 92E 46 9 6- 6 7 7 2 -I !yVo. C67712 .6xp. 06/30/25 r CiVi_ OF r OO .Q RESTRICTIVE NOTICE OF 1JS STRUCTURAL, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF AN OFFICER OF OUR FIRM. THE PLANS ARE ONLY TO BE USED FOR THIS SPECIFIC PROJECT AND ARE NOT APPLICABLE TO ANY OTHER STRUCTURE. REVISIONS I DATE A PLAN CHECK 03/17/25 �O 0 r\ N Q V c Q c to v v cn O C O v rn +� 4-J QN t U O 11 U O 0_ Q o Z Lrn M N „ i- Q C C" C C Ql Qr a)N V JOB NO.: 24058 ISSUE DATE: 11/07/24 SCALE: 1/4" = 1'-0" SHEET NO. S-1 YARD 3 ROOF FRAMING PLAN ING RESIDENCE IOpla1 IJI 1 ilig 1 1 1 t.l ION OF CEILING JOISTS, PER SCHEDULE ION OF FLOOR JOISTS, PER SCHEDULE ION OF DECK JOISTS, ! L�p r DET IL NU , R P E R M I- DET IL SHE T 8 R KEY I JOTE NUMBER BEA NUMBER, REFER TO STRUCTURAL CALCS FULL NAILED SIMPSON'H'U' OR'HUC' HANGER TO ETAIC1'/ �IR`�CHE LV) !LAN (REFER INTE ICCYCIt�ALL CALI ORNIA FRAMING, REFER TO DETAIL20/SD1 FRAMING ®A 2x8 ROOF JOISTS AT 16"o/c © 2x6 CEILING JOISTS AT 16"o/c © 2x8 CEILING JOISTS AT 16"o/c 1 ®E 200 CEILING JOISTS AT 16"o/c KEY NOTES OSOLID BLOCKING OALIGN ROOF JOIST w/ EDGE NAILING AT SHT'G FRAMING NOTES 1. REFER TO GENERAL NOTES ON SHEET SN-1 FOR ADDITIONAL INFORMATION. 2. ALL BEAM SHOWN ARE DROPPED, U.N.O. 3. "LSL" BEAMS MUST HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2325 psi Fv = 310 psi E = 1.55x106 psi (1.55E) 4. "PSL" BEAMS MUST HAVE THE FOLLOWING MINIMUM PROPERTIES: Fb = 2900 psi Fv = 290 psi E = 2.2x106 psi (2.2E) 5. ALL TOP PLATES SHALL BE SPLICED W/ AT LEAST (10) 16d SINKER NAILS SPACED NO MORE THAN 8"O.C. APART, U.N.O. AN EQUAL AMOUNT OF NAILS SHALL BE PLACED ON EA. SIDE OF THE SPLICE. REFER TO DETAIL 7/SN2. 6. ROOF SHEATHING SPECIFICATIONS: 15/32" APA RATED SHEATHING, EXPOSURE 1 WITH A MIN. PANEL INDEX OF 32/16 BOUNDARY NAILING (B.N.) 8d COMMON NAILS AT 6"o/c EDGE NAILING (E.N.) 8d COMMON NAILS AT 6"o/c FIELD NAILING (F.N.) 8d COMMON NAILS AT 12"o/c 7. FLOOR SHEATHING SPECIFICATIONS: 23/32" APA RATED STURD-I-FLOOR, T&G, EXPOSURE 1 WITH A MIN. SPAN RATING OF 24". PLYWOOD MUST CONFORM WITH DOC PS1 OR PS2. BOUNDARY NAILING (B.N.) 10d COMMON NAILS AT 6"o/c EDGE NAILING (E.N.) 10d COMMON NAILS AT 6"o/c FIELD NAILING (F.N.) 10d COMMON NAILS AT 12"o/c USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING WITH ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN ACCORDANCE WITH THE MFR. RECOMMENDATIONS. 8. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX 9. PLYWOOD ROOF PANELS SHALL BE BONDED WITH INTERMEDIATE OR EXTERIOR GLUE WHERE EXPOSED TO THE WEATHER 10. IF PRE -FABRICATED ROOF TRUSSES ARE PRESENT ON THE PROJECT, THEY MUST BE PROTECTED IN PLACE. DO NOT CUT ANY MEMBERS OR MODIFY IN ANY WAY. IF MODIFICATION IS REQUIRED, PLEASE NOTIFY OUR OFFICE IMMEDIATELY. A TRUSS ENGINEER WILL NEED TO BE CONSULTED TO PROVIDE REPAIR RECOMMENDATIONS. TA.. A ui din Lenc JJS STRUCTURAL INCORPORATED i mpic Drive IL Beach, CA 92E 46 7 1 4- 4 9 6- 6 7 7 2 I !yVo. C67712 .6xp. 06/30/25 RESTRICTIVE NOTICE OF 1JS STRUCTURAL, INC. AND MAY NOT BE REPRODUCED WITHOUT THE WRITTEN CONSENT OF AN OFFICER OF OUR FIRM. THE PLANS ARE ONLY TO BE USED FOR THIS SPECIFIC PROJECT AND ARE NOT APPLICABLE TO ANY OTHER STRUCTURE. REVISIONS I DATE A PLAN CHECK 03/17/25 JOB NO.: 24058 ISSUE DATE: 11/07/24 SCALE: 1/4" = V-0" SHEET NO. S-i 1. EDGE NAILING 1. B.N. 1. BOUNDARY NAILING 1. EX'G CONCRETE FOOTING 1. CONCRETE SLAB & REINFORCING, 1. C�S ITY& EI �CII�JN A 2. EX'G CONCRETE SLAB PER PLAN P P N 9 2. ROOF SHEATHING 2. 2x BEVELED BLOCKING w/ A35's AT 2. 2x BEVELED BLOCKING w/ A35's AT 3. ROOF JOISTS, PER PLAN 16" o/c TO TOP PLATE. SHEAR WATOPLATE,SCHEDULE N.O. IN 11 ? 6 3 3. CONCRETE SLAB &REINFORCING, 2. #4 DOWELS AT 18"o/c, SECURED TO SLAB UNDERLAYMENT, PER PL N PER PLAN EX'G CONCRETE WITH SIMPSON SET�lann*n 3. ROOF SHEATHING. 3G EPDXY (ICC-ES ESR-4507) a n a u i din e n 4. 2x STUD WALL w/ SHEAR PANEL, 1 2 3 4 3. ROOF SHEATHING `� PER PLAN. 4. ROOF RAFTERS, PER PLAN. 10 4. SLAB UNDERLAYMENT, PER PLAN 3. SLAB UNDERLAYMENT, PER PLAN 4. SHEAR WALL, AS OCCURS, PER PLAN 1 2 3 4. ROOF RAFTERS, PER PLAN 24" LAP - 5. MIN. 8"x8" THICKENED EDGE 1 5 3 5. A35's PER SHEAR WALL SCHEDULE 5. CEILING JOISTS, AS OCCUR. MIN (5) 9 4. COMPACTED SUBGRADE i „ 5. 2x OR 3x P.T.D.F. SILL PLATE w/ 5/8" FOR ENTIRE LENGTH OF WALL 1 2 1 3 4 10d NAILS AT RAFTER 5. CEILING JOISTS, AS OCCUR. MIN (8) 6. #4 DOWELS AT 18"o/c, SECURED TO MAX A.B. PER SHEAR WALL SCHEDULE 10d NAILS AT RAFTER AND FOUNDATION NOTES ON SN1 S STRUCTURAL EX'G CONCRETE w/ SIMPSON SET 11 6. BEAM, PER PLAN • • 3G EPDXY, PER ICC-ES ESR-4507 INCORPORATED - - 6. 2x STUD WALL I I 6. TOP OF NATU .GRADE OR 7. 6" LONG SM TO EACH RAF SCREW ' • ° 'I 7. I I COMPACTED m p i c Drive FROM BEAM TO EACH RAFTER 7. SHEAR WALL, AS OCCURS, PER s L Beach, CA 92646 C PLAN I I 7. #4 DOWELS 1pr 8. 2x FASCIA BOARD w/ (2) 16d NAILS `%\\�\\\/ I I 8" 8 EXOLD G SLAB AND OOTIWHERE ONG WERE J 2 1 - (18"INTO SLAB & 12 INT 7 1 4- 4 9 6 6 7 7 2 TO EACH ROOF JOIST 8. SIMPSON 'H1' AT EACH ROOF JOIST i / MONOLITHICALLY POURED, REBAR �" 18 R) TO TOP PLATE \� DOWEL & A.B. EMBEDMENT MAY BE FOR & 2) #�� I / 9. 1x T&G STARTER BOARD \//\\�j MEASURED FROM THE TOP OF SLAB. • • 11 10. 2x FASCIA BOARD w/ (2) 16d NAILS 5 J\j� 9. 2x STUD WALL 4„ RpFESS, 2 6 �pe0� KU 9I9 M 5 10 TO EACH RAFTER \\/\\� 2 q 8 /\/ 10. 2x P.T.D.F. SILL PLATE w/ 5/8"0 �� Qs 8 7 /� \//\ AB's AT 48"o/c, U.N.O. IN SHEAR 2 11. DROP BEAM / HEADER, AS OCCURS, j�• �, \i WALL SCHEDULE z 7 `� yVo. C67712 PER PLAN //, �/� w &xp. 06 7125 m 4 6 7 X 11. SHEAR PANEL, AS OCCURS, PER \\\ \\� ;\\\ \\\ \\\ \` PLAN 4 3 %% %/ //\\ 8 w� Master ID: *r�T • • m V ~ F OF CA1�F� NOTES: Date: 1 REFER TO DETAIL 1/SD1 FOR ADD'L INFORMATION a. REFER TO FOUNDATION NOTES 12" ON SN-1 FOR ADD'L INFO. RESTRICTIVE NOTICE OF JJS SHEAR TRANSFER 26 SHEAR TRANSFER 21 SHEAR TRANSFER 16 SLAB OVERPOUR 11 SLAB CONNECTION 6 TYPICAL EXTERIOR FOOTING 1 CONSENT FFIEROFOUNC. AND FIRM.TY NOT E REPRODUCED WITHOUT THE WRITTEN CONSENT OF AN OFFICER OF OUR FIRM. THE PLANS ARE ONLY TO BE USED FOR THIS SPECIFIC PROJECT AND ARE NOT APPLICABLE 1. 2X FASCIA BOARD W/ (2) 16d NAILS TO ANY OTHER STRUCTURE. 1. ROOF SHEATHING 1. DROP BEAM, PER PLAN TO EACH OUTRIGGER 1. SHEAR WALL END POST, PER PLAN 1. NEW POST, PER PLAN. 1. CONCRETE SLAB & REINFORCING PER PLAN 1 2. EDGE NAILING 2. FULLY NAILED SIMPSON 'MSTA30' 2. B.N. 2. SIMPSON HOLDOWN, PER PLAN 2. 2x OR 3x P.T.D.F. SILL PLATE w/ REVISIONS DATE 2 STRAP, U.N.O. ON PLANS (MAX. HDU2) 1 5/8"0 ALL -THREADS PER SCHEDULE 2. SLAB UNDERLAYMENT, PER PLAN 3. 2X BEVELED BLK'G W/ A35's AT 3. 2X BLK'G W/ 16d NAILS AT 4"o/c TO PER SCHED. BLW. PROVIDE A 3" SQ. 24"o/c, U.N.O. IN SHEAR WALL 3. DOUBLE TOP PLATE TOP PLATE 3. EXISTING CONC. FOUNDATION x 0.229"THK. PLATE WASHER AT EA. �� 3. 2x STUD WALL 1Q PLAN CHECK 03/17/25 3 4 SCHEDULE (f'c=2500psi) ANCHOR. \% 4. 2X STUD WALL 4. ROOF RAFTER, PER PLAN. PROVIDE 4. SHEAR WALL, AS OCCURS, PER PLAN 4. ROOF JOISTS, PER PLAN (2) 16d NAILS TO OUTRIGGER 4. 5/8"0 ASTM F1554 GR. 36 ALL- 3. NEW SHEAR WALL, PER PLAN. 1 5 3 5. POST, PER PLAN ��r """ THREAD SECURED w/ SIMPSON SET 5. 2x OR 3x P.T.D.F. SILL PLATE w/ 5/8" 5. 2X STUD WALL EQ. EQ. 9 5. OUTRIGGERS PER TABLE BELOW 3G EPDXY q 2 4. EXISTING FLOOR FRAMING. A.B. PER SHEAR WALL SCHEDULE 6. ALTERNATE LOCATION OF STRAP AND FOUNDATION NOTES ON SN1 6. SHEAR PANEL, PER PLAN 7 2 3 8 5 4 6. SHEAR WALL, AS OCCURS 5. COLD JOINT, AS OCCURS. 5. E.N. 2 AT SINGLE POUR FOUNDATIONS, 6. TOP OF NATURAL GRADE OR 7. CEILING JOISTS, PER PLAN w/'LUS' 2 1 7. 1x T&G STARTER BOARD FOOTING DEPTH AND BOLT 6. TOP OF NATURAL GRADE OR COMPACTED FILL. HANGERS TO LEDGER 5 4 EMBEDMENT MAY BE MEASURED COMPACTED FILL. 8. ROOF SHEATHING FROM THE TOP OF SLAB. I I 7. #4 DOWELS AT 18"o/c 7 5 8. 2x LEDGER w/ (2)-(3) 16d NAILS AT IUI 3v 5 7. EXISTING CONC. STEM WALL I I (18" INTO SLAB & 12" INTO 16"o/c, TO STUDS, AS SHOWN 9. INTERMEDIATE RAFTER, FIRST POUR). Ill AS OCCURS. DOUBLE _ _ 6 8. EXISTING CONC. FOOTING 9. SIMPSON'DTT1Z' AT 16"o/c, EACH 11 I11111 UP AND NOTCH FOR NOTES 9 8. (2) #4 TOP & (2) #4 BOTTOM SIDE w/ 3/8' 0 ALL -THREAD I w y OUTRIGGERS. 9. SECURE ANCHOR BOLTS w/ • • BETWEEN, AS SHOWN. OK TO ,� - - SPECIAL INSPECTION IS REQUIRED. I - _ SIMPSON SET 3G EPDXY DRILL LEDGERS AND SHEAR 7 PANEL. OVERHANG (O.H.) BACKSPAN (B.S.) 10. FULL HT. STUD WALL 321 . 2 6 \ V'C, REFER TO ICC-ESR ES 4057 FOR SET 6 11. DOUBLE TOP PLATE \��\�x` XP INSTALLATION INFORMATION. 1 6 10 Zi j,\\i\\i�: 6"MIN. 12. DROP BEAM / HEADER, AS OCCURS ALL PT TENDONS MUST BE LOCATE • 1 2 Cn PRIOR TO DRILLING INTO FOUND. 2" MIN. ALL MAINTAIN TENDONS. 6" CLEAR OF A OUTRIGGERS O.H. B.S. - THE HOLE DIAMETER SHALL BE 3/4". 2x4 AT 24"o/c 12" 16" MIN. DISTANCE FROM BOLT 8 8 9 2x6 AT 24"o/c 18" 24" CENTERLINE TO END OF SLAB IS 18" 12"MIN. 2x6 AT 16"o/c 24" 24" 21 IF MIN. DIMENSIONS ARE NOT MET, REFER TO DETAIL X/XXX 7 00 NOTES EQ EQ SPECIAL INSPECTION IS REQUIRED. 8 g REFER TO [CC -ES ESR-4507 FOR • • M v ~CD EPDXY INSTALLATION INFO. N NOTES Q a. REFER TO FOUNDATION NOTES V 12" ON SN1 FOR ADD'L INFO. rr� 3x6 AT 16"o/c 36" 48" c Q SHEAR TRANSFER 0 27 DRAG CONNECTION 22 SHEAR TRANSFER 17 HOLDOWN RETROFIT 12 ANCHOR BOLT RETROFIT 7 TYPICAL INTERIOR FOOTING 2 41 1. ROOF SHEATHING +� 1. BEAM, PER PLAN 1. DROP BEAM, PER PLAN 1 1. HOLDOWN, PER PLAN 1. NEW POST, PER PLAN 1. TOP NATURAL GRADE OR (u2. BOUNDARY NAILING COMPACTED FILL. n 2. SIMPSON'CC' 2. FULLY NAILED SIMPSON'MSTA30' 2. EX'G FOUNDATION 2. HOLDOWN, PER PLAN ci U.N.O. ON PLANS -- 3. CA. FRAMING 1 2. CONCRETE TIE BEAM. c 3. POST, PER PLAN 3. CORE EXISTING FOUNDATION AND 3. NEW SHEAR WALL, PER PLAN 3. DOUBLE TOP PLATE 4. (E) BLK'G w/ A35's AT 24"o/c TO (E) INSTALL A 5/8", 7/8" OR 1"0 ASTM 3. (2) #4 CONT. REBAR, TOP & BTM. v 1 4 5 4. BEAM SPLICE TOP PLATE 1 F1554 GR.36 ALL THREAD AS SHOWN. 4. EXISTING FLOOR FRAMING 1 4.1 � 4. 2x STUD WALL 2 Y 5. FULLY NAILED STRAP, PER PLAN. 5. ROOF RAFTERS & CEILING JOISTS, 4. CONCRETE PAD & REINFORCMENT, 5. EDGE / BOUNDARY NAILING u u CENTER ON BEAM SPLICE. 5. POST, PER PLAN 3 PER PLAN. PROVIDE (8) 10d NAILS 3 PER PLAN. MIN. 24" SQ. x 15" THK. N AT LAP. 2 w/ (4) #4 BARS, B.E.W. 4 10 ° -�3 6. 5/8"0 ASTM F1554 GR. 36 ALL Q EQ. EQ. 6. ALTERNATE LOCATION OF STRAP THREADED SECURED w/ SIMPSON NOTES: 6. SIMPSON'LUS' HANGERS 2" 5. DBL. HEX PLATE NUT W/ 2 1/2" SQ. SET 3G EPDXY Q O 7. 'ECCQ' POST CAP x 3/8" THK. PLATE WASHER. 5 a. REFER TO FOUNDATION NOTES ON Z o o 2 1 8 2 1 5 7. 2x LEDGER w/ 1/4"x3" SDS SCREWS MIN. - 7. TOP OF NATURAL GRADE OR SN-1 FOR ADDITIONAL INFO.,_\ Q AT 6"o/c, STAGGERED j COMPACTED FILL - Ln - 8. (E) ROOF TRUSSES OR RAFTERS 8. EXISTING CONC. STEM WALL j� . 9. (E) STUD WALL w/ SHEAR PANEL, AS 6 7 9. EXISTING CONC. FOOTING j//� Q O� c OCCURS 5 q • • a 10. COMPRESSION BLOCK BELOW Q N V 2 -- - SHEAR WALL END POST L 6" MIN. ~O _ 6 _ • • 3 4 8 NOTES 7 7 • • • • 2" MIN. SPECIAL INSPECTION IS REQUIRED. NOTE: 5 9 9 REFER TO ICC-ES ESR-4507 FOR SET 12" CONTRACTOR MUST VERIFY IF (E) 3G INSTALLATION INFORMATION. PER PLAN v SLAB IS POST TENSION. IF SO, ALL M TENDONS MUST BE LOCATED PRIOR TO DRILLING. MAINTAIN 6" CLEAR OF ALL TENDONS. POST -TO -BEAM CONNECTION 28 DRAG CONNECTION 23 SHEAR TRANSFER 18 HOLDOWN RETROFIT- EXTERIOR 13 LIGHT HOLDOWN RETROFIT - EXTERIOR 8 TIE BEAM 3 1. BEAM, PER PLAN 1. ROOF SHEATHING 1. DRAG STRAP, TOP PLATE TO BTM. 1. MIN. (1) #4 DOWEL, T&B. PROVIDE 1. EX'G CONCRETE FOOTING 1. POST, PER PLAN W/ SIMPSON OF STRUT, PER PLAN. MIN. 6"EMBED. INTO EX'G CONC. & 'CBS' BOLTED CONNECTION AT BASE 2. SIMPSON 'CCT','ECCLL'OR'ECCLR' 2. (2) ROWS BOUNDARY NAILING 2 SECURE w/SIMPSON SET 3G EPDXY 2. EX'G CONCRETE SLAB 1 1 3. POST, PER PLAN 3. RIDGE BOARD, PER PLAN 2. ROOF SHEATHING. 3 3 3. CONCRETE SLAB & REINFORCING, 2. CONCRETE PEDESTAL. 3. 2x DRAG STRUT W/ E.N., LENGTH PER PLAN 3. 12"x12" #4'V' BAR. 4. ST22 STRAPS AT 48"o/c PER PLAN. (8'-0" MIN.) 6 4. SLAB UNDERLAYMENT, PER PLAN 1 4. CONCRETE FOOTING. REFER TO 5. ROOF JOISTS, PER PLAN w/ (4) 4. ROOF TRUSS BEYOND, AS OCCURS. 2 24" LAP FOR SIZE AND REINFORCING. 8d TOE NAIL TO RIDGE 6" 5 5. MIN. 8"x8" THICKENED EDGE Ln " S 5. 2x STUD WALL. 12Q o 2 5 5. HARDSCAPE, BY OTHERS J 6. 2x4 COLLAR TIES AT 48"o/c. LAP TO 1 (E) FTG. (N) FTG. 6. #4 DOWELS AT 18"o/c, SECURED TO o 2 ROOF RAFTERS w/ (4) 1/4"x3" SIDS • EX'G CONCRETE w/ SIMPSON SET 2 SCREWS AT EACH END 0 4 7. FINISH GRADE ° 5 1 W o - -71 - - - 8„ 8. COLD JOINT, WHERE OCCURS. IF Q 21 EX'G SLAB AND FOOTING WERE MONOLITHICALLY POURED, REBAR 3 DOWEL EMBEDMENT MAY BE O 17 4 MEASURED FROM THE TOP OF SLAB. z ��// O---- a Li T_ 3 5 8 2 4 a --� D 3 NOTES: NOTES: PER PLAN -'H' IS THE DISTANCE FROM THE a. REFER TO ICC-ES ESR-4507 FOR 1 CENTERLINE OF THE RIDGE TO THE PREPARATION AND INSTALLATION TOP PLATE OF SET 3G EPDXY POST -TO -BEAM CONNECTION 29 RIDGE CONNECTION 24 DRAG CONNECTION DETAIL 19 FOUNDATION CONNECTIONS 14 SLAB OVERPOUR 9 POST CONNECTION 4 1. RAFTER OR TRUSS, PER PLAN. 1. REFER TO DETAIL 6 1. EX'G 2x STUD WALL 1 2 1. ROOF SHT'G 1. EX'G CONCRETE FOOTING 1. HOLDOWN, PER PLAN 2. B.N. 2. CONT. TYPE 2 SHEAR PANEL 2. EX'G 2x TOP PLATE 2. B.N. 9 2. EX'G CONCRETE SLAB 2. SIMPSON SSTB BOLT 3. MIN. 2x BOARD w/ (3) 16d NAILS TO 3. 2x SILL PLATE w/ 16d NAILS AT 6"o/c 3. NEW 2x STUD WALL 3. CA. FRAMING EA. ROOF MEMBER. 11 1 6 3 3. CONCRETE SLAB & REINFORCING, SSTB24 @ HDU2 & HDU5. 2 5 4 4. 2x CRIPPLE WALL PER PLAN MIN. EMBEDMENT, le = 20 5/8" 4. NEW 2x TOP PLATE 4. ROOF RAFTERS, PER PLAN 4. MIN. 2x6 RIDGE 1 SSTB28 @ HDU8 5. SIMPSON 'MSTA30' STRAP, 5. E.N. 5. ROOF SHT'G. 24" 5. ROOF SHEATHING 10 LAP 4. SLAB UNDERLAYMENT, PER PLAN MIN. EMBEDMENT, le = 24 7/8" 1 CENTERED ON PLATE BREAK 3 6. ROOF JOISTS, PER PLAN 5. MIN. 8"x8" THICKENED EDGE 3. #4 CONT. REBAR, AS SHOWN 5 4 b. CONT. TYPE 2 SHEAR PANEL 2 6. 2x RAFTERS AT 24"o/c AT CA. FRM'G. i � - - - - - - 0 o USE 2x4 FOR MAX. SPAN OF 6-0" & / 6. #4 DOWELS AT 18"o/c, SECURED TO 4. CONCRETE FOOTING, PER PLAN 7. 2x CRIPPLE WALL 5 2x6 FOR MAX. SPAN OF 10'-0". I EX'G CONCRETE w/ SIMPSON SET - - 6 PROVIDE (3) 8d TOE NAILS AT EACH _ ZT 5 I • 3G EPDXY, PER ICC-ES ESR-4507 1%a" 8. 3x BEVELED SILL PLATE w/ 1/4"x6" END. °O - MIN SIDS SCREWS AT 16"o/c TO BLK'G 3 i 7. FINISH GRADE 7 BELOW 2 7. 2x PURLIN w/ 2x4 STRUTS TO LIMIT 9. ROOF JOISTS, PER PLAN ° CA. FRAMING RAFTER SPAN, AS COLD JOINT, WHERE OCCURS. IF FOLLOWS (PURLINS SHALL NOT BE \ 8„ 8. EX'G SLAB AND FOOTING WERE 8 ° SMALLER THAN THE RAFTERS THEY \ - MONOLITHICALLY POURED, REBAR • I� Q 10. 2x STUD WALL WITH SHEAR PANEL, SUPPORT) DOWEL & A.B. EMBEDMENT MAY BE 1 �� PER PLAN 2 MEASURED FROM THE TOP OF SLAB. ` - 2x4 PURLIN - MAX. SPAN = 4'-0" 3 ,p 1� ° 5 11. 2x BLK'G w/ A35's AT 24"o/c, U.N.O. q 2x6 PURLIN - MAX. SPAN = 6'-0" 4 9. 2x STUD WALL IN SHEAR WALL SCHEDULE v 2x4 STRUTS SHALL NOT BE LONGER 8 2 4 10. 2x P.T.D.F. SILL PLATE w/ 5/8"0 12. CEILING JOISTS, AS OCCUR, PER THAN 8'-0" & NOT FLATTER THAN AB's AT 48"o/c, U.N.O. IN SHEAR 12 11 PLAN w/ (10) 10d NAILS TO ROOF 45° FROM HORIZONTAL. ALL MUST WALL SCHEDULE 4 NOTES: JOISTS 1 7 BE BRACED DOWN TO BEARING JOB NO.: 24058 10 WALLS OR BEAMS BELOW. 11. SHEAR PANEL, AS OCCURS, PER a. REFER TO DETAIL 1 FOR INFO. NOT EACH STRUT SHALL BE NOTCHED / PLAN w SHOWN. ISSUE DATE: 11/07/24 1 3 LET -IN FOR PROPOSED PURLIN IN m U b. DEEPEN FOOTING TO ACHIEVE SCALE: varies WHICH THEY SUPPORT. PROVIDE (3 2" MIN. ANCHOR EMBEDMENT AS 16d FACE NAILS AT STRUT TO REQUIRED. SHEET NO. RAFTERS AND (3) 8d TOE NAILS AT NOTES: 12" �lY2" EACH RAFTER TO PURLIN / STRUT 6 5 1 MIN C. NO COLD JOINTS ALLOWED. THIS TO TOP PLATE w/ PRESSURE BLOCK. - REFER TO DETAIL 1/SD1 FOR ADD'L DETAIL IS NOT VALID AT 2-POUR INFORMATION CONDITION. SD1 DRAG CONNECTION 30 SHEAR TRANSFER 25 CALIFORNIA FRAMING CONNECTION 20 SHEAR TRANSFER 15 SLAB OVERPOUR 10 HOLDOWN ANCHORAGE 5 SW TYPE A.B. SPC'G (IN) 1 24 2 16 3 12 4 8 5 6 v Cli rj d W H Q 0 r- 0 J a M z rr Ll: iY N N 0 N z W W X 0 J U 6 O 0 v W M. W _l LL Planning CALIF'ORNIA GREEN BUILDING STANDARDS GODS (GAL r,-;7Rr=rzN) (2022 CALIFORN11,44os5,I DIV1510N 4.1 PLANN IN 6 4 IDE51 C N 4.106 517E DEVELOPMENT: 4,1062 STORM WATER DRAINA AND RETENTION DURING GOkSTRIM 0N1 PROJECTS WHICH 015TURB LESS THAN ONE ACRE OF 501L AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT MICH IN TOTAL DISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM HATER DRAINAGE DAN5 CONSTRUCTION. IN ORDER TO MANAGE STORM HATER DRAINA6E DURINH6 CONSTRUCTION, ONE OR MORE OF THE FOL-LOWIN6 MEASURES SHALL BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTY, PREVENT ER051ON AND RETAIN 501L RUNOFF ON THE SITE. I. RETENTION BASINS OF SUFFICIENT SiZE SHALL BE UTILIZED TO RETAIN STORM KATEiR ON SITE. 2. H-ERE STORM HATER 15 CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER OR SIMILAR DISPOSAL METHOD, HATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE OR OTHER METHOD APPROVED BY THE ENFORCING A6ENGY. 3, COMPLIANCE WITH A LA f`UILLY EXACTED STORM HATER MANA6EMENT ORDINACE. 4,1063 6RADIN& AND PAVING. GON5TRUGTION PLANS 5RAtL INDICATE HOOH THE 517E 6RADIN6 OR DRAINAGE SYSTEM WILL MANAGE SURFACE HATER FLOHS TO HATER FROM ENTERING BUILDINGS. EXAMPLES OF METHODS TO MANAGE SURFACE HATER INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: I. SHALES. 2. HATER COLLECTION AND DISPOSAL SYSTEMS. 3. FRENCH DRAINS. 4. HATER RETENTION GARDENS. 5. OTHER WATER MEASURES HHIGH KEEP SURFACE HATER AWAY FROM BJILDIN55 AND AID IN 6ROUNDHATE3R RECHARGE. 4.106.4 L3EGTRIG VEHICLE FEY) GHAR6lN6 FOR NEW CONSTRUGTiON: NEH CONSTRUCTION SHALL COMPLY WITH SECTIONS 4.106,4.1 AND 4.106.42 TO FACILITATE FUTURE INSTALLATION AND USE OF EV GHAR6ER5. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EV5E) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE, ARTICLE 625. 1. EXCEPTIONS- ON A CASE-BY-,A5E BASIS, WERE THE LOCAL ENFORCING AGENCY HAS DETERMINED EV CHARCIN6, AND INFRASTRUCTURE ARE NOT FEAS113LE BASED UPON ONE OR MORE OF THE FOLLOWING CONDITIONS: I 1 i*ERE THERE 15 NO LOCAL UTILITY POtCR SUPPLY OR THE LOCA, UTILITY 15 LKABLE TO SUPPLY ADEQUATE P0?fR. 12 WERE THERE IS EVIDENCE SUITABLE TO THE LOCAL ENFORCING AGENCY 5UB5TANTIATIN6 THAT ADDITIONAL LOCAL UTILITY INFRA5TRUCTtRE DE5 CAN t-QU!RE%VM, DIRECTLY RELATED TO THE IMPLEMENTATION OF 5DGT!ON 4.106.4, MAY ADVERSELY IMPACT T* E CONSTRUCTION COST OF THE PROJECT. 2. ACCE-95ORY DHELLIN6 UNITS (ADU) AND JUNIOR ACCE SSOIRY DWELLINL& UNITS (JADU) HITHOUT ADDITIONAL PARKING FACILITIES. 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 I NOMINAL I -INCH INSIDE DIAMETER)l. THE RACEWAY SHHALL. ORI61RATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROP05ED LOCATION OF AN EV CHARGER RACEHAY5 ARE REQUIRED TO BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONGEALED AREAS AND SPACES. THE SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(5) RESERVED TO PERMIT INSTALLATION OF A BRANCH CRCUIT OVERCURRENT PROTECTIVE DEVICE. 4.106.4.IJ IDENTIFICATION: THE SLERViCE PANEL OR 50YANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE PROTECTIVE DEVICE 51PACE(S) RESERVED FOR FUTURE EV CHAR61% AS TV GAPABLE'.THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND V151BLY MARKED AS TV CAPABLE'. 4J06.42 NEH MUIL 71FAMILY DNELLIN65. HOTELS AND MOTELS ANCJ NEW RESIDENTIAL PAR<IN5 MILITIE5­ N+-:.\ °ARCING 15 PROVIDED, PARKING SPACES FOR N W KLTIFAMILY 17/4ELLIN655, HOTELS AND Y107 5 SHALL MEET THE REOJ!REMENTS OF 5EGTIONS 4.106.42.1 AND 4.106.422. CALCULATIONS FOR SPACES SHALL BE Ri'JUNi; ED UP TO THE NEAREST NNOLE NNBER A PARKING SPACE 5ERVED BY E,.EGTRIG VEHICLE SUPPLY EOJIPMENT OR DESIGNED A5 A FUTURE EV CHAR61N6 SPACE 5HALL COUYT AS AT LEAST ONE STANDARD AUTOMOBILE PARK NO SPACE ONLY FOR THE KR.PO5E OF COYPLYIN& KITH ANY APPLIGAD-E MINIKIM PARKIN& SPADE REOIREMENT5 ESTABLISHED BY A LOCAL JURISDICTION. SE VEHICLE CODE SECTION 225112 FOR FURTHER DETAILS. 4,106,42.1 MIA-TiFAMILY DEVELOPMENT PROEGT5"LE56 THAN 20 DH^ELLIisG UNITS AND HHOTD35 ANIp MOTELS WITH LE55 THAN 20 SIN.G UNITS OR GUEST R00M: TEE N1,N,r5ER OF DAEL06 UNI75, SLEEPING ONT5 OR aE5T ROOMS SHALL BE BASED ON ALL BUILDINGS ON A PROJECT SITE 5UBICT TO THS SECTION. I. EV CAPABLE TEN (10) PERCENT OF THE TOTAL NUMBER OF PARKING SPACES ON A BUILDING SITE, PROVIDED FOR ALL TYPES OF PAR06 FACILITIES, 50ALL BE ELECTRIC VEHICLE CHARGING SPACES (EV SPACES) CAPABLE OF SUPPORTING FUTURE LEVEL 2 EVSE. ELECTRICAL LOAD GALCU ATIONS SHALL DEMONSTRATE THAT THE ELECTRICAL PANEL SERVICE CAPACITY AND ELECTRICAL SYSTEM, INCLUDIN6 ANY ON-51TE DI5TRIBUTION TRA.N5FORM,L-R(5), HAVE SUFFICIENT CAPACITY TO SIMiULTANEOU5LY 04AR6E ALL EVS .AT ALL REQUIRED EV SPACES AT A MINIMUM OF 40 AMPERES. THE SERVICE PANEL OR 5U5PANEL CIRCUIT DIRECTORY S++ALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE 5PACE(5) RESERVED FOR FUTURE EV CHARGING R,¢POSES AS 'EV CAPABLE' IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. EXCOTi0 6. WHEN EV CHARGERS (LEVEL 2 EV5ri ARE INSTALLED IN A NUMBER EQUAL TO OR GREATER THAN THE REQUIRED NYBER OF EV CAPABLE SPACES. 2, HHEN EV CI kWER5 (LEVEL 2 EVSE) ARE INSTALLED IN A NI,%IER LESS THAN THE REQUIRED WMEER OF EV CAPABLE SPACES, THE NUMBER OF EV CAPABLE SPACES REQUIRED MAY BE RE:?/,ED BY A NJ-13ER EQUAL. TO THE NUMBER OF EV CHAR6ER5 INSTALLED. NO'TM o. CONSTRUCTION DOG:NIENT5 ARE INTENDED TO DEMONSTRATE THEE PROJECTS CAPABILITY ANYJ CAPACITY FOR rAOLITATiN6 FUTURE EV CHARGING. b. THERE 15.40 REWIRE?ENT FOR EV SPACES TO BE 60t67RUCTEP OR AVAILABLE ,N' L RECEPTACLES FOR EV CHAROIN6 OR EV CHARGERS ARE INSTALLED FOR USE. 2. EV READY. TWENTY-FIVE (25) PERCENT OF THE TOTAL NUMBER OF PARKIN& SPACES SHALL BE EO OPED NTH LC7A POWER LEVEL 2 EV CHARGIN'6 RECEPTACLES. FOR MULTIFAMILY PARKING FACILITIES, NO MORE TH+AN ONE RECEPTACLE 15 REOUIRED PER DHELLIN6 UNiT K*EN MORE THAN ONE PARKING SPACE 15 PROVIDED FOR USE BY A 51NGLE 00ELLIN6 UNIT. EXGEiMOK AREAS OF PARK 1116 FAC' _ 17; 5 SERVED BY PARKIN& LIFTS. 4.106.422 MULTIFAMILY DEVELOPMENT PROJECTS WTH 20 OR MORE DHB.LIN& UNIT5. HOTW AND MOTELS WITH 20 OR MORE 5LL�'1N6 UNIT5 OR 6UE5T ROOM , Tw.: NE-vBER 0" DIEL 1W., "5. 5LEE0INO UNITS OR GUEST ROOY5 5"ALL BE BASED ON ALL BJ _D NG5 ON A PROJECT 517E 5UB.JEGT TO TH15 SEC,T!ON. I. EV CAPABLE TEN 00) PERCENT OF THE TOTAL NUMBER OF PARKING SPACES ON A BUILDING', 5i TIE, PROVIDED FOR ALL TYPES OF PAR<ING FACILITIES, SHALL BE ELECTRIC VDr+IGLE C-HARGINO SPACES fEV SPAGE5) CAPABLE OF SUPPORTING FU TLRE LEVEL 2 EV5E. ELECTRICAL LOAD GA�,UJL ANIONS SHALL DEMONS RATE THAT THE ELEGTRI CAL PANEL SERVICE CAPAC! TY AND ELECTRICAL SYSTEM, INGLUDiN6 ANY ON-51TE P15TRIBUTION TRAN5F021/_,R(5), HAVE 5UFFIGIENT CAPACITY TO 51MULTATO66LY CHARGE ALL EV5 AT ALL REQUIRED EV SPACES AT A MINIMUM OF 40 AMPERD5, THE SERVICE PANEL OR SUBPANEL GiRCUIT DIRECTORY SHALL IDENTIFY THE OVERGURRENT PROTECTIVE DEVICE 5PACVS) RESERVED FOR FUTURE EV CHARGING PJRP05E5 AS 'EV CAPABLE' IN ACCORDANCE HITH THE CALIFORNIA ELEG CODE. EXCE3'TEON: irHEN EV CH+ARCERS (LEVEL 2 EV5E) ARE INSTAL LED IN A NUMBER GREATER THAV FIVE (5) PERCENT OF PARKIMi6 5PA,GES REQUIRED 6Y SECTION 4.106.422, ITEM 3, THE 0111BE R OF EV CAPABLE SPACES REQUIRED MAY NE REDUCED BY A NUMBER EQUAL TO THE NUM 5ER OF EV CHARGERS INSTALLED OVER THE FIVE (5 PERCENT REQUIRED. NOTE5. o. C-ONSTRUGnON DOGU N� l T5 5HALL 5HDK LOCATIONS OF FUTURE EV SPACES. D. THERE IS NO REQUIREMENT FOR EV SPACES TO BE C.01,67RUGTED CR AVAILABLE UNTIL RECEPTACLES FOR EV CHAR610 OR EV CHARGER5 ARE INSTALLED FOR USE. 2. EV READY. TWENTY-FIVE (25) PERCENT OF THE TOTAL NIWER OF PAR<;NiG SPACES SHALL BE EQUIPPED WHTH LOK POWER LEVEL 2 EV C,HARGIN6 RECEPTACLES. FOR MULTIFAMILY PARKING FAG!LITIE5, NO MORE THAN ONE RECEPTACLE 15 REQUIRED PER D?ELL % UNIT WHEN YORE THAN ONE PARKIN;& SPACE 15 PROVIDED FOR L5E BY A SINGLE DWELLING UNIT. EXCEPTION: AREAS OF PARKiNK6 FACILITIES SKIVED BY PARKC1N16 LIFTS. DIVISION 4.1 PLANN IN 6 4 DEB 6N (CONTINOD) 4,106.4.22 MULTIFAMILY DEVELOPMENT PROJECTS NTH 20 OR MORE 1AWE3LiN5 UNITS. HOTELS AND MOTELS WITH 20 OR MORE SLL:�'IN6 UNITS OR GUEST RDOMr& (CQNTINW 3. EV C,HAR6E!RS. FIVE (5) PERCENT OF THE TOTAL NUMBER OF PAR06— SPACES 5HA_ . BE EQUIPPED WITH LEVEL 2 EVSE. WHERE COM'YON USE PARING 15 PROVIDED, AT LEA57 OVE EV CHARGER SHALL BE LOCATED IN THE COMMON USE PARKIN6 AREA AND SHALL BE AVAILABLE FOR USE BY ALL RESIDENTS OR GUESTS. WHEW LOW POWER LEVEL 2 EV CHARGING RECEPTACLES OR LEVEL 2 EVSE ARE INSTALLED BEYOND THE MINIMUM REQUIRED, AN AUTOMATIC LOAD MANAGEMENT SYSTEM (ALMS) MAY BE USED TO REDUCE THE MAXIMUM REQUIRED ELECTRICAL CAPACITY TO EACH 5PAGE SERVED BY THE ALMS, THE ELECTRICAL SYSTEM AND ANY ON -SITE P15TRIDJTION TRANSFORMERS SHALL HAVE SUFFICIENT CAPACITY TO DELIVER AT LEAST 33 K2i 51IMULTANEOU5LY TO EACH EV CHARGGIN6 STATION (EVG5) SERVED BY THE ALMS. THE BRANCH CIRCUIT SHALL HAVE A MINIMUM CAPACITY OF 40 AMPERES, AND INSTALLED EV5E SHALL HAVE A CAPACITY OF NOT LE55 THAN 30 AMPERES. ALMS SHALL NOT 13E USED TO REDUCE THE MINIMUM REQUIRED L ECTRICAL CAPACITY TO THE REWIRED EV CAPABLE SPACES. 4,106,422.1 ELECTRIC VEHICLE GHA .&IN& 5TATION5 (E`/G5): ELECTRIC VEHICLE CHAR61I 6 5 T ATION5 REQUIRED BY SECTION 4.106.42.2. ITEM 3, SHALL COMPLY KITH SECTION 4.106.4.22.1. DZEPTIONI ELECTRIC, VEHICLE CHARGING 5TATIONS 5ERVIN6 °If3d.IG ACCOMMODATIO,S, PUBLIC H041%, MOTELS AND HOTELS 5H4ALL NOT BE REQUIRED TO COMPLY WITH THIS 5ECTION. SEE CALIFORNIA BUILDING CODE, CHAPTER 115, FOR APPLICABLE REWIRENEN75. 4.106.422.1 J LOCATION= EV65 SMALL. COMELY NTH AT LEAST OE OF THE FOLI 0AING OPT ;OHS. I. THE CHARGING SPACE SHALL BE LOCATED ADJACENT TO AN ACCE95ID-E PARKING 5PAC: MEETING THE REQUIRENENT5 OF THE CALIFORNIA BUILDING CODE, CHAPTER IIA, TO ALLOA USE 07 THE EV CHARGER FROM THE ACCESSIBLE PARKIN6i SPACE. 2. THE CHHAR61N6 SPACE SHALL BE LOCATED ON AN (r E5513LE ROUTE, A5 DEFINED IN THE CALIFORNIA BUILD►NC, CODE, CHAPTER 2, TO THE BUILDING. EW.VTM. ELECTRIC VEHICLE CHARGING STATIONS DESIGNED AND GONSTRXTED iN COMPLIANCE WITH THE CALIFORNIA BUILDING CODE, CHAPTER 115, ARE NOT REQUIRED TO COMPLY NTH SECTION 4.106.422.1.1 A+D SECTION 4,106.422.1.2, ITEM 3. TATI THE CHARGING SPACES SHALL GN5. BE DE51D TO COMPLY WITH THE FOL ONIN&: I. THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 16 FEET (548b Nam). 2. THE MINIMUM WIDTH OF EACH EV 5PAOE SHALL BE q FEET (2143 MM). 3. ONE IN EVERY 25 CHARGING 5PACE5, BUT NOT LE55 THAN ONE, SHALL. AL50 WAVE AN b-F 00T HIDE MINIMUM A15E A 5-FOOT (1524 VM) WIDE MINIMUM AISLE 94ALL BE PERMITTED PROVIDED THE MINIMUM WIDTH OF THE EV SPACE 15 12FEET (%M MM). A. SURFACE SLOPE FOR THIS EV SPACE ARID THE A15LE SHALL NOT EXCEED I UNiT VERTICAL IN 48 UNITS HORIZONTAL (2 0&3 PERCENT SLOPE) IN ANY DIRECTION. 4.106.422.13 AGGE551E3E EV SPACES: IN ADDITION TO THE REMIREMENTS N SECTIONS 4.106.422.1.1 AND 4.106.42.2.1.2, ALL EVSE, HHEN INSTALLED, SHALL WAIPLY WITH THE AG4C,E551BILITY PROVISIONS FOR EV CHARGER5 IN THE CALIFORNIA EVILDI% CODE, CHAPTER 115, EV READY SPADES AND EVG5 IN MI,.TIFAMILY DEVELOPMENTS SHALL COMPLY NTH CALIFORNIA BUILDING GORE, CHAPTER IIA SECTION IIO`IA. 4.106.4231V SPACE FWF ZjDM I. SINGLE EV SPACE REQUIRED. ,N5TALL A LISTED RAGEMY CAPABLE OF ACCOMMODATING A 209.,240 /O,.T DE:DICA 7 ED BRANCH CIRCUIT. THE RACEMY SHALL NOT BE LESS THAN TRADE SIZE I (NOMfINAL H-INCH INSIDE DHAMET-R). THE RAGEAAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND SHALL TERMINATE INTO A LISTED CABINET, BOX OR ENCLOSURE N CLOSE PROXIMITY TO THE LOCATION OR THE PROPOSED LOCATION OF THE EV SPACE CONSTRUCTION DOC,JvENT5 SHALL IDENTIFY THE RACEWAY TERMINATION POINT, RECEPTACLE OR 0+4ARGER LOCATION, AS APPLICABLE. THE SERVICE PANE- AND/ OR SUBPANEL SHALL HAVE A 40-AVOER-E MINIMUM DEDICATED BRANGHH CIRCUIT, INCLUDING BRANCH CIRCUIT OVERG4RR_rNT PROTECTIVE DEVICE 'N'STALLED. OR 5PACE(5) RESERVED TO PERMIT INSTALLATION OF A BRAX14 CIRCUIT OVERCLR.RENT PROTECTIVE DEVICE. EXCEPTION: A RACF- AY 15 NOT REQUIRED IF A MINIMUM 40-AMPERE 208/240-VOLT DEDICATED EV BRANCH CIRCUIT IS INSTALLED IN CLOSE PROXIMITY TO THE LOCATION OR THE PROP05M LOCATION OF THE EV SPACE, AT THE TiME OF ORIGINAL CONSTRUCTION IN ACCORDANCE NTH THE CALIF ORNIA ELECTRICAL CODE. 2 MULTFL.E EV SPANS FWMW. CONSTRUCTION DOCUMENTS SHALL INDICATE THE RACEWAY TEERY.NATION POINT AND THE LOCATION OF INSTALLED OR FUTURE EV SPACES, RECEPTACLES OR EV CHARGERS. CONSTRUCTION DOOLI ENTS SHALL ALI50 PROVIDE INFORMATION ON AMPERAGE OF INSTALLED OR FUTURE RECCEPTAGLE5 OR EV5E RACEWAY MtETHOD(5), WIRING SCHEMATICS AND ELECTRICAL LOAD CALCULATIONS. PLAN DESIGN SHALL BE BASED UPON A 40-AMPERE MINIMUM BRANCH CIRCUIT. REQUIRED QACEHAY5 AND RELATE? CO`^PONENT5 THAT ARE PLaN'NED TO BE INSTALLED U INDERGROUND, ENCLOSED, NACGE551BLE OR IN CONCEALED AREAS AND SPADES SHALL BE INSTALLED AT THE TIME OF ORIGINAL CONSTRUCTION. 1EXC nW- A RACEWAY 15 NOT REQUIRED IF A MINIMUM 40-AMPM 208/240-VOLT DEDIGA'ED EV RANCH CIRCUIT 15 INSTALLED IN CL05E PROXIMITY TO THE LOCATION OR THE PROP05EV LOCATION OF THE EV SPACE AT THE TiME OF ORIGINAL CONSTRUCTION IN ACCORDANCE KITH THE CALIFORNIA ELECTRICAL GODS. 4.10642.4 IDEITiFIGATION: Trr_- 5ER4,CE PAN.:.. OR 5UUBPAiEL. CIRCUIT DIRECTORY SHALL HDENTIFY THE 04`ERCURREW PROTECTIVE DEVICE SPACE(5) RESERVED FOR FOLRF EV C 4AROINO PJWOSE5 AS `EV CAPABLE" IN ACCORDANCE KITH THE CALIFORNIA ELECTRICAL CODE. 4,106.425 ELEGTRIG VEHICLE READY 5PACE 5&(A6E: ELECTRIC VEHICLE READ`' 5PACE5 SHALL BE IDENTIFIED BY 5&v' 46E OR PAVEMENT MARKINGS, IN COMPLIANCE NTH CALTRAN5 TRAFFIC OPERATIONS POLICY DIRECTIVE 13-01(ZERO EY15510ti'r VEHICLE SIGNS AND PAVEMENT MARKIN65) OR ITS Si,IGCE55OR(5). OM51ON 43 WATER EFF I C I ENGY AND CONSERVATION 4.505 INDOOR RATER USE: 4303.1 WATER CON55WN& PLUMBING FIXTURES AMD FITTIN55: PLUMBING FIXTURES (KATER CL05M AND UURINAL5) AND FITTIN65 (FAUCET5 AND 5HOrER+EADS) SHALL COMPLY HITH SECTIONS 4303.1.1, 4303.1.2, 4303.13 AND 4303.1.4. NOTE: ALL NONCOMPLIANT PLUMBING FIXTURES IN ANY RESIDENTIAL REAL. PROPERTY SHALL BE REPLACED KITH WATER-GON5ERVIN6 11*11M$6 FIXTURE5. PU,kON5 FIXTURE REPLACEMENT 15 REQUIRED PRIOR TO 155UANCE OF A CERTIFICATE OF FINAL COMPLETION, CERTIFICATE OF OCCUPANCY, OR FINAL PERMIT APPROVAL BY THE LOCAL BUILDING DEPARTMENT. SEE CiViL CODE 5ECTION 1101.1, ET 5EO., FOR THE DEFINITION OF A NONCOMPLIANT PLIUM6146 FIXTURE, TYPES OF RESIDENTIAL BUILDINGS AFFECTED Af0 OTHER IMPORTANT ENACTMENT DATES. 4303.1.1 WATER GLOS.�E`f5. THE EFFECTIVE FLUSH VOLLUt_ OF ALL HATER CLOSETS SHALL NOT EXCEED 1.2& GALLONS PER FLUSH. TANK-TYPEYH.ATBR C105ET5 SHALL BE CERTIFIED TO THE PERFORMANCE MTERiA OF THE U.S. EPA HATER5EN5E SPECIFICATION FOR TANK -TYPE TOILETS. NOTE: THE EFFECTIVE FLUSH VOLUME OF DUAL FLUSH TOILETS 15 DEFINED A5 THE COM PONTE, AVERAGE FLUSH VOLUME OF THO REDUCED FLU5HE5 AND ONE FULL FUU5H 4303.12 URINALS THE EFFECTIVE FLUSH VOLUME OF HALL -MOUNTED URINAL5 SHALL NOT EXCEED 0.125 6ALLON5 PER FU)5H. THE AFFECTIVE FLUSH VOLUME OF ALL OTHER URINAL5 SHALL NOT EXCEED 05 GALLON PER FLUSH. 4303.13.1 51N&L.E 54OVERKEAD5 SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN Ib 6ALL045 PER MINUTE AT bO P51. 51­10&9;ZEA05 SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE US. EPA WATER5EN5E 5PEC!FICATION FOR 51­10HERHEADS. 4.303.1.32 MULTIPLE SHONERHEADS SE _VINE ONE 51 HOJA HEN A SHOHER 15 SERVED 13Y MORE THAN ONE 5HOWERI•HEAD, THE COMBINED FLON RATE OF ALL SHOHERHEA05 AND/OR OTHER 5HOHIER OUTLET5 CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED I 6ALLONS PER MINUTE AT bO PSI, OR THE SHOVER SHALL BE DES16NED TO ALLOW ONLY ONE SHOWER OUTLET TO BE IN OPERATION AT A TIME. NOTE- A HAND-HELD SHOiNER SHALL BE CONSIDERED A 5H0'HERHEA0. p.; . IL. z*d7; K4,& _. � 1i ` ♦IIA Ire, I � • �-I r ♦ • ♦ o- • :• • I • • ar : • Oar ♦ • a- : ♦ • - ♦ ;a- r .::ir • ♦ • . . DIVISION 43 YNATER EFL~ I G I ENGY AND CON5ERVAT I ON 4303.1.4.1 RESIDENTIAL LAVATORY FAUCETS: THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 12 GALLONS PER MINUTE AT bO P51. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCEi5 SHHALL. NOT BE LESS THAN Ob &ALL0N5 PER MINUTE AT 20 P51. 4303.1.42 LAVATORY FAUGE15 IN 21M_ AND PUBLIC 25E AREAS THE MAXIMUM FLOH RATE OF LAVATORY FAUGET5 INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DHELLIN65 OR SLEPiNG UNITS) IN RESIDENTIAL BUILDINGS SHALL NOT EXCEED 05 6ALL0h6 PER MINUTE AT bO P51. 4303.1,43 METERING FAUC M, ME'TERINi; FAUCETS KEEN INSTALLED IN RESIDENTAL BUILDINGS SHALL NOT DELIVER MORE THAN 02 GALLONS PER CYCLE. 4303.1.4.4 KI TC B Fh U -M THE MAXIMUM FLOH RATE OF KJTCHEEN FAUCETS SHALL NOT EXCEED I.B 6ALLON5 PER MINUTE AT 60 P51. KITCHEN FAUCETS MAY TEMPORARILY INCREASE THE FLOH ABOVE THE MAXIMUM RATE, BUT NOT TO EXCEED 22 GALLONS PER MINUTE AT 60 P51, AND MUST DEFAULT TO A MAXIMUM FLOH RATE OF I b GALLONS PER MINUTE AT bO P51. NOTE: H ERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS OR OTHER MAN5 MAY BE USED TO ACHIEVE REDUCTION. 11 .. I..�IL'71�,.� ♦/. LLt i r vr. ,r ed" ►.� .► tC Il �I:JInl! Qidq.. _ • a. • •ILv r < r a it," 11111 la ILI •ar •. ' •r 43033 STANDARD' FOR PLIUMEHN& FinFE5 ANC FITTING. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUM13IN6 CODE, AND SHALL MET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE. 4304.1 OUTDOOR POTABLE WATER USE iN LAND%APE AREAS: FRE5 00MAL DEVELOPMENT5 SHALL CO* PLY WITH A LOCAL WATER EFFICIENT LAW56APE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER REOURCE5MODEL WATER EFFICIENT LANDSCAPE ORDINANCE O+ELO), HHIGHEVER 15 MORE 5TRIVA NT. NOTES I. TiE MODEL HATER EFFICIENT LANDV,APE ORDINANCE MLO) IS LOCATED IN THE CALIFORNIA CODE OF REGULATIONS, TITLE 23, CHAPTER 2.1, DIVISION 2. K ELO AND SUPPORTING DOCUMENTS, INCLUDING A HATTER DJ06ET CALCULATOR ARE AVAILBLE AT: HTTP5://YrNrO^1.WATERCA.6OV/ 4305.1 REGYLCW HATER 5LMY SY5TiEM5: NE.&Y CONSTRUCTED RE50ENTAL DEVELOPMENTS, H^HERE 0151WECTED TERTIARY RECYCLED WATER 15 AVAILA13L.E FROM A MUNICIPAL SOURCE TO A CONSTRUCTION SITE, MAY BE REQUIRED TO HAVE RECYCLEED WATER SUPPLY SYSTEMS INSTALLED, AL.LOWIN& THE USE OF RECYCLED HATER FOR RESIDENTIAL LAMD5(,APE IRR16AT10N SYSTEMS. SEE CHAPTER 15 OF THE CALIFORNIA PLUIMBIN6 GORE. DIVISION 4.4 MATERIAL GONSERVAT I ON 4 RE5MRC E EFF I C I ENGY 4.406 ENHANCED DURAB I L 1 TY AND REDUCED MA I NTENANGE 4,406,I RODENT PROOFING: A\NU.AR SPACES AROLtV PIPES, ELECTRIC GABLES, CONDUITS OR OTHER OPEN;N65 IN SOLE BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY U051NO SUCH OPENIN55 WITH CEMENT MORTAR CONCRETE MA50RRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. 4.405 CONSTRUCTION WA57E REDUCTION, D 15P05AL AND RECYCL I NC7 4AO& I C.ON5TRSUGTi0N HASTE MAMA : RECYCLE AND/OR 5ALVA6E FOR ROUSE A MINIMUM OF 65 PERCENT OF THE NONHAL4RDC)U5 G04,57RUGTION AND DEMOLITION WASTE IN ACCORDANCE KITH EITHER SECTION 4.4062, 4.4083 OR 4.405.4, OR MEET A MORE 5TRJN ANT LOCAL CONSTRUCTION AND DEMOLITION HASTE MANAGEMENT ORDINANCE. EXCEPTIONS: I. EXCAVATED 501L AND LAND -CLEARING DEBRIS. 2. ALTERNATE KA57E REDUUCTiON METHODS DEVELOPED BY KORKIN6 KITH LOCAL AGENCIES IF DiVER50N OR RECYCt E FACILITIES CAPABLE OF COMPLIANCE KITH THH5 ITEM DO NOT EX15T OR ARE NOT LOCATED REASONABLY CL05E TO THE JOBSITE. 3. THE ENFORCING AGENCY MAY MAKE EXCEPTIONS TO THE REGAAREMENT5 OF THIS SECTION WfN ISOLATED JOBSITES ARE LOCATED IN AREAS BEYOND THE HAUII. BOUNDARIES OF THE DIVERSION FACILITY. 4.4082 CONSTRUCTION K46TEE KNO62 T PLAN: SUBMiIT A CONSTRUCTION HASTE MANAGEMENT PLAN IN CONFORMANCE KTH ITEMS I THROUGH 5. THE CONSTRUCTION HASTE MANAGEMENT PLAN SHALL BE UPDATED A5 NECESSARY AND SHALL BE AVAILABLE DURING CONSTRUCTION FOR EXAMINATION BY THE ENFORCING A6ENGY. I. IDENTIFY THE CONSTRUCTION AND DEMOLITION HASTE MATERIALS TO 13E DIVERTED FROM DISPOSAL BY RECYCLING, REU5E ON THE PROJECT OR SALVAGE FOR FUTURE USE OR SALE. 2. 5PECI FY IF C.ONSTi;WCTiON AND DEMOLITION HASTE MATERIALS WILL BE SORTED ON -SITE (SOURCE -SEPARATED) OR BULK MIXED (SINGLE STREAM). 3. IDENTIFY DIVERSION FACILITIES WERE THE CONSTRUCTION AND DEMOLITION HASTE MATERIAL WILL BE TAKEN. 4. IDENTIFY CONSTRUCTION METHODS ETILOYED TO REDUCE THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE GENERATED. 5. SPECIFY THAT THE AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATMAL5 DIVERTED SHALL BE CALCUI ATED BY HEI&HT OR VOLUME, BUT NOT 13Y BOTH. 4.400 HAUTE MANA6EMENT CON-AMt UTILIZE A HASTE MANA6DIENT COMPANY, APPROVED BY THE ENFORCING AGENCY, WHICH CAN PROVIDE VERIFIABLE DOCUMENTATION THAT THE PERCENTAGE OF C06TF44TiON AND DEMOLITION! WASTE MATERIAL DIVERTED FROM THE LANDFILL COMPLIES WITH SECTION 4.40b.1. NOTE: THE O*ER OR CONTRACTOR MAY MAKE THE DETERMINATION IF THE CONSTRUCTION AND DEMOLITION HASTE MNATEIRIALS WILL BE DIVERTED BY A HASTE MANAGEMENT COMPANY. 4A0a.4 KA57E 5TRF-AM REDUCTION ALTERNATIVE IL.R1: PROJECTS THAT GENERATE A TOTAL COMBINED hE1614T OF CONSTRUCTION AND DEMOLITION HASTE DISPOSED OF IN LANDFILLS, WHICH 00 NOT EXCEED 3.4 LBS. PER 5QUARE FOOT OF THE BUILDING AREA SHALL MET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.408.1. 4,408.4,1 K45TE 5TREAM RFMTION ALTERNATIVE: - PROJECTS THAT 6ENERATE A TOTAL. COMBINED K^E16HT OF CONSTRUCTION AMID DEMOLITION WASTE DISPOSED OF N LANDFILLS, MICH DO NOT EXCEED TWO (2) L %. PER SQUARE FOOT OF THE BUILDING AREA, 94AL.L NET THE MINIMUM 65 PERCENT CONSTRUCTION WASTE REDUCTION REQUIREMENT IN SECTION 4.406.1. 4,4085 DOCdJM X&TION: DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATES COMPLIANCE NTH SECTION 4.4082, ITEM5 I THROUGH 5, 5E T10N 4.4053 OR 5E 71ON 4.408.4. NOTES: I. 5AMPLE FORMS FOUND IN 'A 6UiDE TO THE CALIFORNIA GREEN BUILDING STANDARDS GORE (IRE5IDENTIAL)' LOCATED AT HW^1 0.GAWV/BUIDLDIN6-STAWAR05/GAL6REFN/GAL-6REN-FORMSHTNt MAY BE LFHD TO A9515T IN DOCC*-EWIN6 COMPLIANCE KITH THIS SECTION. 2. MIXED CONSTRUCTION A'D DEMOLITION DEBRIS (CID) PROGE5+50%, CAN LOCATED AT THE CALIFORNIA DEPARTMENT OF RESOURCES REGYalN5 AND RECOVERY (CAI.RFOYCLE). 4.410 BU 1 LD I NG MAINTENANCE AND OPERATION 4,4-02 REGYGLIN6 BY OCWAFANTS: WERE 5 OR MORE MULTIFAMILY DWELLiPH6 UNIT ARE CONSTRUCTED ON A BUILDING SITE, PROVIDE READILY ACCE551BLE AREAS) THAT SERVES ALL BUILDINGS ON THE 517E Ai0 ARE IDD(PFIED FOR THE DEPOSITING, STORAGE AND COLLECTION OF NON-HAZARDOU5 MATERIAL5 FOR RECYCLING, INCLUDING (AT A MINIMUM) PAPER, C4RRJ6ATED CARDBOARD, GLASS, PLASTICS, ORGANIC WASTE, AND METALS, OR MEET A LA^FULLY ENACTED LOCAL RECYCLING ORDINANCE, IF MORE RESTIRCTIVE. EXCEPnON: RURAL JRI5DICTION5 THAT MEET AND APPLY FOR THE EXEMPTION IN PUBLIC RESOURCES GODS SECTION 42Wb2 (AX2XA) ET SEQ, ARE NOT REQUIRED TO COMPLY WITH THE ORGANIC HASTE PORTION OF THIS SECTION. DIVISION 4.4 MATERIAL WNSERVAT I ON E EFFICIENCY] 4.410 5U I LD I NC MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAJNTEMLlW2 MANUAL: AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, HM-BA5ED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY HHIGH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THE BUILDING: I. DIRECTIONS TO THE OWNER OR OCCUPANT THAT THE MANUAL 51­1ALL REMAIN WITH THE BULDINf6 TH1ZG1U6HOUT THE LIFE CYCLE OF THE STRUCTURE. 2. OPERATION AND MAINTENANCE INTRLIGTION5 FOR THE FOLLOWING: A. EQUIPMENT AND APPLIANCES, INCLUDING HATER SAVING DEVICES AND SYSTEMS, WAC SYSTEMS, PHOTOVOLTAIC SYSTEMS, ELECTRIC VEHICLE 01IAR6ER5, HATER HEATING 5Y5TEM5 AND OTHER MAJOR APPLIANCES AND EQUIPMENT. B. ROOF AND YARD DRAINAGE, INCLUDING GUTTERS AND DORWOUT5. C. SPACE CONDITIONING SY5TEEM5, INCLUDING CONDENSERS AND AIR FILTERS. D. LANDSCAPE IRRI6ATION SYSTEMS. E. WATER REUSE SYSTEMS. 3. INFORMATION FROM LOCAL UTILITY, WATER AND HASTE RECOVERY PROVIDERS ON METH005 TO FURTHER REDUCE RESOURCE CONSUMPTION, INCLUDING RECYCLE PROGRAMS AND LOCATIONS. 4. PUBLIC TRAIEPORATION AND/OR CARPOOL OPTIONS AVAILABLE IN THE AREA 5. EDUCATIONAL MATERIAL ON THE P051TIVE IMPACT5 OF AN INTE- ERIOR RELATIVE HUMIDITY BEKTEEN 30-60 PERCENT AND WHAT METHODS AN OCCUPANT MAY USE TO MAINTAIN THE RELATIVE "IDITY LEVEL. IN THAT RANGE. 6. INFORMATION ABOUT WATER-GONSERViN5 LAi D5C,APE AV IRRI6ATION DE510N AND CONTROLLERS WHICH CONSERVE HATER 1. INSTRUCTIONS FOR MANTAINiN6 GUTTERS AND DOHWROUTS AND THE IMPORTANCE OF DIVERTIV6 HATER AT LEAST 5 FEET AHAY FOR THE FO INDATION. 6. INFORMATION ON REQUIRED ROUTINE MAINTENANCE MEA- 5URE5, INCLUDING, BUT NOT LIMITED TO, CAULKING, PAINTING, 6RADIN6 AROUND THE BUILDING, ETC,. q. INFORMATION ABOUT STATE 50LAR ENERGY AND INCENTIVE PRO- 6RAM5 AVAILABLE. 10. A COPY OF ALL SPECIAL INSPECT ir, VERIFIGATION5 REQUIRED BY THE ENFORCING A6ENGY OR THI5 CODE. 11. INLFORMA T ION FROM THE DEPAR TMENT OF FORE5TRY AN'D FIRE PROTECTION ON MAINTENANCE OF DEFENSIBLE SPACE AROUN��i RESIDENTIAL 5TR,GTURE5. 12. INFORMATION ARID/OR DRAAINFfi IDENTIFYN& THE LOCATION OF BRAS BAR R_ N--ORCE4IE\75. DIVK. M 45 ENVIRONMENTAL DUAL 1 TY 4.505 F I REPLACES 4503.1 6MZk: ANY INSTALLED 6A5 FIREPLACE SHALL BE A DIRECT -VENT SEALED GOMB,157ION TYPE, ANY INSTALLED H0005TOVE OR PELLET STOVE SHALL COMPLY AITH U.5. EPA NE.H 50URCE PERFORMANCE 5TANAR05 N5P5) EM155ION LIMITS AS APPLICABLE, AND TO HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EM195ION LIMITS. W0005TOVE5, PELLET STOVES AND FIR :`LACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 4.504 POLLUTANT CONTROL 4504.1 C043M OF DUCT OPENN66 AND PROTECTION OF MECHANCAL EGU R434T DURING AT THE TiME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED NTH TAPE, PLASTIC, SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, HHiCH MAY ENTER THE SYSTEM. FIN154 MATERIALS SHALL COMPLY KITH THiS SECTION 45042.1 ADW61VE5. 5EALANTS AND GALA-K5: ADHESIVES, SEALANTS AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIRDENT5 OF THE FOLLOKNG STANDARDS UNLE-55 MORE 5TR1N6ENT LOCAL REGIONAL AIR POLLUTION OR AIR QUALITY MANA6EMENT 015TRICT RUES APPLY: 1. ADHESIVES, ADHE51VE5 BONDINI6 PRIMIER5, ADHESIVES PRrME'R5, SEALANTS, SEALANT PRIMERS, AND CAULKS SHALL COMPLY KITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WERE APPLICABLE OR SGAOMD RULE Ilbb VOG LIMITS, AS 9 4" IN TABLE 4504.1 OR 45042, AS APPLICABLE. SUCH PRODUCTS AL50 SHALL COMPLY NTH RULE Iibb PwHanON ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHCORDE, PERCHLOROTHYLENE AND TRIGHLOROETHYL.ENE), EXCEPT FOR AER050L PR07UCT5, A5 SPECIFIED IN 5UUB5EGTION 2 BELOK 2. ABRO50L ADHESIVES, AND SMALLER UNIT SIZES OF ADHE51VE5, AND SEALANT OR CALKING GOMPOUND5 (IN UNITS OF PRODUCT, LE55 PA6KA61N6, WHICH DO NOT YEIGH MORE THAN I POUND AND DO NOT COSIST OF MORE THAN Ib FLUID OUNCES) SHALL COMPLY NTH STATEHIDE VOC, STANDAR05 AN'D OTHER REQUIRD4 NTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC GOMPOU M"25, OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING KITH SECTION g4507. TABLE 4.504 1 ADHESIVE VOC LIMIT ' ` Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMiT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt Ile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural gla-zing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and tnm adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (except wood) 150 Wood 30 Fiberglass 80 1 If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed 2 For additional information regarding methods to measure the VOC content specified in this table. see South Coast Air Quality Management District Rule 1168 TABLE 4.504.2 SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membfane 450 Other 420 SEALANT PRIMERS Architectural Nonporous Porous 250 775 Modified bituminous 500 Marine deck 760 Other 1 750 DIVISION 45 450422 PAINTS AND COATINGS: ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC, LIMITS IN TABLE I OF ARC ARCHITECTURAL SU6GESTED CONTROL MEASURE, A5 SHOWN N TABLE 45043, UNLE55 MOFE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT THE DEFINITIONS FOR THE SPECIALTY GOAT'INEf CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CL.A55IFYI% THE COATING A5 FLAT, NONFLAT OR NONFLAT-H16H GLOSS I a BASED ON ITS 6LO55, A5 DEFINED IN 5U85EGTIONS 421, 43b, AND 431 OF THE 2001 GAL A AIR RESOURCES BOARD, 9J66ESTED CONTROL MEA5URE, AND THE GORRE51POI N6 FLAT, WWkAT OR NONFLAT-HI6H GLOSS VOG LIMIT IN TABLE 45043 SHALL APPLY. uat 450423 AERO� PAINTS AND COATINI95i AER0550L PAINTS AND COATINGS SHALL MET THE PRODUCT ?V6HTED MR LIMITS FOR iN SECTION g4522(AX2) AND OTHER REO1REhENTS, INCLUDING PROHIBITIONS ON USE OF GER COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN 5ECTION 41452201) AND (FXI) OF CALIFORNIA CODE OF REGULATIONS, TITLE 11, COMMENCING WITH SECTION g4520; AND IN AREAS UNDER THE JURISDICTION OF AIR QUALITY MANAGEMENT P15TPJCT ADDITIONALLY COMPLY HiTH THE PERCENT VOC BY HE169T OF PRODUCT LIMITS OF REGULATION 8, RULE 4q. 45042.4 VERIFICATION: VERIFICATION OF COMPLIANCE HITH TH15 5WTiON SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. POO ENTATION MAY INCLUDE, BUT 15 NOT LIMITED TO, THE FOLLOWIN6: I. MANUFACTURERS PRODUCT SPECIFICATION. 2. FIELD VERIFICATION OF ON -SITE PRODUCT CONTAINERS. TABLE 4.504.3 VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS' a Grams of VOC per Liter of Coating Less Water and Less Exempt Compounds COATING CATEGORY VOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-high gloss coatings 1 150 SPECIALTY COATINGS Aluminum roof coatings 400 Basement specialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concretelmasonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (sign paints) 500 High temperature coatings 420 Industnal maintenance coatings 250 Low solids coatings 120 Magnesrte cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers. sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty primers, sealers and undercoaters 100 Stains 250 Stone consolidaitons 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 350 Zinc-nch primers 340 1 Grams per VOC per liter of coating, including water and including exempt compounds 2 The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure. February 1. 2008 More information is available from the Air Resources Board 45> CARPET 5YF�D,15, ALL C.A FP:7 INSTALLED IN THE BUILDING, INTERIOR SHALL MEET THE R52UIRD ENT5 OF THE GALIFORNIA DEPARTMENT OF PUBLIC HEALTH, 'STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EM15 0% FROM INDOOR 50URCE5 USING ENVIRONMENTAL CHAMBERS,' VERSION 12, JAN VARY 2011(EMISiSION TESTING METHOD FOR CALIFORNIA 5PECIFICATION 01350). SE CALIFORNIA DEPARTMENT OF PUBLIC HEAL.THS R551TE FOR CERTIFICATION PROGRAMS AND TESTING LABS. HTTP5://K-6-I.GDPH.GAWY/PR06RAM5/G4DPW/DEODWE+ BAAO/PA6BNOGA5Px 45043.1 CAKE CUSHION: ALL CARPET CUSHION INSTALLED IN THE BUILDING INTMOR SHALL MEET THE REWIREMENT5 OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, 'STANDARD METHOD FOR THE TESTING AiD EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR 50URCE5 USING ENVIRONMENTAL CHAMBERS,' VERSION 12, JANUARY 2011(EM15510N TESTING METHOD FOR CALIFORNIA SPECIFICATION 01350). SE GALIFORNIA DEPARTMENT OF PUBLIC HE.kTH5 ?E551TE FOR CERTIFICATION PR06RAMS AND TESTING LABS. HTTP5://*-((,DPHLA. WIPROGRANS/GGDPHP/DEODG/EHLBAAQ/PA6E5NXA5PX 4504.4 8E5ILENT FLOORING SYSTEMS YrHHER£ RESILIENT FLOORING 15 INSTALLED, AT LEAST bO PERCENT OF FLOOR AREA RECEIVING RESILIENT FLOORIN5 SHALL MEET THE REQUIREMENTS OF THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TE5n% AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS,' VERSION 12, JAMARY 2011 (EMISSION TE5TIN6 METHOD FOR GALIFORNIA SPECIFICATION 01350). SE GALIFORNIA DEPARTMENT OF PUBLIC HEALTHHS HE96ITE FOR CERTIFICATION PR06RAM5 AND TESTING LABS. RTTP5://H41GDPW.GA.GOV/F ROC-R.AMS/GGDPW/DEOX/EH L5AAQ/PASESNOGA5PX 45045 COMPOSITE HOOD PRODUC75: HARD'A0,00 P YNOOD, PARnGLE BOARD AND MEDIUM DENSITY FIBERBOARD WWO51TE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERJOR OF THE BUILDING SHALL MEET THE REQUIRDI NT5 FOR FORMALDEHYDE AS SPECIFIED IN ARKS AIR TOXIC5 CONTROL MEASURE FOR COW051TE HOOD (177 CGR g3120 ET SEW, BY OR BEFORE THE DATE SPECIFIED IN TH05E SECTIONS, AS SHOtiN IN TABLE 45045. 45045.1 D0CUUMENTAT10N1 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING A6ENGY. POU ENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWIN& I. PRODUCT CERTIFICATIONS AND SPECIFICATIONS. 2. CHAIN OF CUSTODY CERTIFICATIONS. 3. PRODUCT LABELED AND INVOICED AS MEETING TIE COMPOSITE HOOD PRODUCTS RE6U,LA 1 ON (SEE C4C,R TITLE 17, SECTION g3120, ET SEW 4. EXTERIOR GRADE PRODUCTS MARKED A5 MEETING THE P5-1 OR P5-2 STANDARDS OF TI-E ENGINEERED N000 ASSSOCIATIOU, THE AUSTRALIAN ASMZS 220 OR BJROPEAN 63b35 STANDARDS, AND CANADIAN GSA 0121, GSA 0151, C5A 0153, AND C5A 0325 5Tkv, ARD5. 5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. er ID: n Building Agen( rove IT ISSUANCE 101'Rj II � � L- - ,�� ,j O L D E N CITY UNDED 1869 - _..Mg F_ �__ W W W LY w t) CD W � CD U Z N LLI 0 CN Q 0 0 Q I_ T_ U w Q� U o 0- z 0- z Q Q Q = < Z = I— �_ ~ ~ Q 0 Q - 0� z O z W z (n () i' 7 Iq N M N Dale: 3/25/2025 REVISIONS Date: 3/25/2025-BUILDING DEPTH A A A A PREPARED BY: DAVID POCKETT 2349 NORTH SPURGEOSN ST. SANTA ANA CA. 92706 PH. 714-478-1309 pockettdesign 1 @gmail.com CAL GREEN CALIFORNIA GREEN UILDING STANDARDS CODE GC01 :v I A A CITY OF SANTA ANA Planni g and Building Age cy ti - 1 06 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF 1R PRF 31 F CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01 E Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024-10-29T2135:10,07:00 (Page I of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024.10.29T21:35:10.07:00 (Page 2 of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024.10.29T21:35:10.07:00 (Page 3 of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024.10.29T21:35:10-07:00 (Page 4 of 11) ppOved Calculation Description: Title 24 Analysis Input File Name: 7066_2349. N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU ribd22K Calculation Description; Title 24 Analysis Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_".3_ADU✓4bd22x Calculation Description: Title 24 Analysis Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU r4bd22x Calculation Description; Title 24 Analysis Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706 9AOU ribd2 �- r, rr\ it n( a Lr a a- /-- ■ v-n- A w a rw GENERAL INFORMATION 01 Project Nana 2349 N Spurgeon St ADU 02 Run Title Title 24 Analysis 03 Protect location 2349 N Spurgeon St AOU 04 City Santa Ana 05 Standards Version 2022 06 Zip coed 927D6 07 Software Version EnergyPro 9.3 a8 Climate Zone 8 09 Front Orientation Ideg/ Cardinal) 180 30 Building Type Single fam,ry 11 Number of Dwell mg Units 1 12 Project Scope Newly Constructed Addition 13 Number o1 Bedrooms 5 14 Addition Cond, Floor Area Ift1) IOW is Number of Stories 1 16 Existing Cond. floor Ana If,,) Z069 17 Fa,"Stratron Average U-factor 03 18 Total Cond. floor Area Ift') 3069 19 Glaring Percentage 1%) 32,95% 20 ADU Bedroom Count 2 21 ADU Conditioned Floor Area 1000 22 Fuel Type ga: 23 No Ow•ellmg Unit: No COMPLIANCE RESULTS O1 Building Complies with Computer Performance 02 Thls building rncorporales Matures that require field testing and/at vetifluation by a certifltd HERS rater under the supervision of it CEC-approved HERS provider. 03 This building incorporates one or more Special features shown below ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition] If12) Addition Area lexcl. existingl (ft2) Total Area (ft2) Existing Bedrooms Addition Bedrooms total Bedrooms ,0, /;.•J! JOG'=r 3 _ ADDITION ALONE, ACCESSORY DWELLING UNIT (ADU) PROTECT ANALYSIS PARAMETERS 01 02 03 04 OS 06 07 08 Zone Name frilling Area lexd. 1 new addition) (h 1 ADU Area (excl. 2 existing) (h ) Total Area Qt2) Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Debched _. ,gArra 2069 !000 i0bil 4 S AttaO%rd ENERGY USE SUMMARY Energy Use StanStandard Design Source Energy (EDRli (kBtu/h1 -yri Standard Design TDV Energy (ED02) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/Ftl -yr) Propmed Design TOV Energy (EDR2) (kTOV/ft1 Hi r) Compliance Margin IEDRII Compliance Margin (ED1112) Space Heating 0 3 31 0 4.93 0 -1 52 Space Cooling 0 23 46 0 28.02 1 -4.56 IAQ VantHation 0 4.28 0 428 0 0 Water Heating 0 33.8 0 27.41 0 6.39 Self utilization/Flexibility Credit 0 0 Ef ,oency CompFance Total 0 6485 0 64.54 0 0.31 Photovolts" 0 0 Battery 0 Fley.tiillt)' Indoor lighting 0 61 0 6 1 Appl. & Cooking 0 34A2 0 34.41 Plug Loods 0 46.26 0 46.26 Outdoor Lighting 0 4.89 0 4.99 TOTAL COMPLIANCE 0 1S4.S2 0 IS6-2 ENERGY USE INTENSITY Standard Design (k8tu/ft, . yr I Proposed Design lk8tu/ft/ - y, I Compliance Margin (k8tu/ftr - yr ) Marg s7-�,G Gross EUIn 25.18 23.93 1.25 NotEull 1S tR 2391 1.25 Notes 1. Gross EUI Is Energy Use Tour (not oncludlrig PV)l / Total Building Area. 2, Not EUI Is Energy Use Total pncluding PVJI Total Building Area AA Air, t t K IV�. l I� 5 W,�-A_ IV L. N p � U � Pr no F , a �A • I E O W O r . I �� • REQUIRED SPECIAL FEATURES I me following are feaWrps that must be InsLlled as condition ter meeting the rnoyeled energy perfor ,,ance for this computer analysis )ateOu Insulation below roof deck Vanabae capacity heat pump usmpi:ancr option (verification details from VCHP Staff report, Appendot 8, and RA31 rJ ' " � el HERS FEATURE SUMMARY Ina followvrg is a summary of the features that must be field -verified by a certifltd HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided In the building tables below. Repstafed CF2Rs and CF3Rs are required to be completed in the HERS Registry ` f n - 5 .}a �M }rfi^t,, Q W Indoor air quality ventilation Kitchen range hood Verified Refrigerant Charge Airflow in habitable rooms ISC3.1.4.1.7) Verified heat pump rated heating capacity Wolf -mounted thermostat in zones greater than 150 h2 (SC3.4.51 Ductless Indoor units located entirely In conditioned space (SC3.1.4.1,8) •� U ZONE INFORMATION 01 02 as 04 05 06 07 Zone Name Zone Type HVAC System Name Zone floor Area Iftr) Avg, Coiling Height Water Heating System 1 Status Living Area Conditioned (NJ HVAC System Iwo 9.5 0!-V. Sri! Vew Regatration Numtxr. 424•PO102651 13A4M 000.0000000.0000 Regiwation 0att/Time', 1 VOW024 08 48 HERS Provider: CHEERS Rieotration Number 424•P0f0265113A-000-D00.000OWOdOWD Registration Date/Tirne'. I1.10812024 019 48 HERS Providef: CHEERS ReWration Numbev 424•P010265113A4M000 0000000.0000 Registration Date/Time,. 11.10812024 06.48 HERS Providef: CHEERS Riegiltration Number 424•P0f0265113A-000.000-0000000.0000 Registration Date/Tirne', 1 VOILTD24 0r948 HERS Provider: CHEERS N'VTeCr:/rice lbnaT'Mt nes bean �»r.^efed br rJi'1(X+li1'1Mte f"a,'Pr Mt6Mrr RabetP SwN.cis(CrrrrASl irupVlornYt,diruploaded In, rArd parnes mite a,!h'.eeed..M a,e Wm CMefts. 7AO,0 ro. cmu*S ItorKe: rho dx--dntl bean ixi-.WbrC-16rnia Ai- fxv,enk•w%rRannj.•wrv.err e[nreASl-v rMp-rnallon uoy.`a br O` pa+nrr wr arr.maxwfwrAr.elandN CMefts. I%-*-e. C'nf"$a,rt.asp N.k- r,*nrE:"R Wcov, Nnos bean j;, e*rW br Cal'R>- ri-Lwpr rri -10 RaneV•wvv.cn(CnreAS I_,rV r••%-W-uok-214a lie M+ prrMr ro[w!r.'Jeed ai m a..ebrea M CneftS.'AIA -e. C'rrela4 anR .aspnnL er••,- 4%7rW2 tFn ,lx,nrrn nn bean - -.w b, 'k-fxvy e^ _' ,Ranerf S.-iCMteA51-10tie=n+'rr arrnrs 'ur w!ra'.Krd w,m r, fxd N Greets. 7nKeb-e. Unitas ar,er.a tiiek- eNd ea,a•xt p eranbe, dv accu-a[r e- nenrptareKas d me al6rrvbon rone�nw! .n Mrs de -.W. -d nnner p uranba, dv accu-ary e. -ptaf -.0Ina n&-b" ro ewnwf ,n ma dxvn W eve eannet q uranbe, dv accu-ary a I-piafe,ras .0 me 1.1-bon eiVeaI-! .n rr.r d--M. red nnnee p eranbe. W accu-ary m romyennas ,'!A* mx6rnaeon cow.nwf ,n iris d-11 4 CA Building Energy Efficiency Standards - 2022 Residential CompBance Report Version: 2022.0.000 Report Generated: 2024-10-29 22:35-36 CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-10.29 21:35-36 CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-10.29 21:35:36 CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0000 Report Generated: Z024-20.29 21:35-36 Schema Version: rev 20220901 Schema Verslon: rev 20220901 Schema Version: rev 20220901 Schema Verslon: rev 20220901 O a_ W CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024-10-29T21:35:10-07.00 (Page 5 Of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024-1D-29T21:3S:1007A0 (Page 6 of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024-30-29T21:35:10-07.00 (Page 7 of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024-30-29T21:3S:1007A0 (Page 8 of 11) U Calculation Description: Title 24 Analysis Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9 3_ADU ribd22x Calculation Description: Title 24 An.alyvs Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9 3_AOU.ribd22x Calculation Description: Title 24 Analysts Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_AOU nbd22x Calculation Description: Title 24 Analysts Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9 3_ADU ribd22x OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area Ill/) Window and Door Area (ft2)2) Ti t (deg] Wall Exceptions Status (N) Front Wall S Living Area R-1S Wall . WS 1so F ront 21626 SO 90 -one New (NJ Front Walt S 2 Living Area R-15 Wall • OS Igo Front 21974 44 90 Extension New INI Front Walt S 3 Living Area R-15 Wall • OS ISO Front 97.27 0 90 Ex. s►/ Siding New (NI Rear Wail N Living Area R-15 Wall • WS !Sack 439A 63 90 none Nev, IN) Right Walt E Living Area R-15 Wall • OS 40 Right 53.16 0 90 Ex. wl Siding New (N) Right Wall E 2 Living Area R-25 WAD 12x61 • WS 4U Right 166.1 111 90 none New IN) Right Wall E 3 Living Area R-15 Wall + WS AU Right 141.74 0 90 none New (NI Left Wall W Living Area R-15 Wall + WS :'� i tell 12179 6:.5 90 none New (E) Interior Wall area>LivingArea R-0 Wall r..i n/a 4Z, 75 0 n/a %ew (N) Intercw Wall Area»Uwng A/ea R-13 Wall r .i nice 43.23 0 nja `:ew (N) Attic Root Living Arta R-30 Root Art+c • R-13 BR .. 1000 n; a n/a %ew ATTIC 01 02 03 00 OS 06 07 08 Name Construction Type Roof Rise (x In !2J Rool Reflectance Roof Eminence Radiant Barriet Cool Roof Attic Uving A-. 4ttc Ronflrv:ng Area y'e l ate] 1) S!, ND No FENESTRATION / GLAZING O1 02 03 04 05 06 07 OB 09 10 11 12 13 14 Width Height Ana U-factor Name Type Surface Orientation Azimuth Ill) (R) Muh. U-Factor Source SHGC SHGC Source Exterior Shading Iftr) V2indow IN) Front W411 S Front JF(t 1 I i 0 i NFhI 0 23 NFRC rug Scraer, •C`n FENESTRATION / GLAZING 01 02 03 04 05 06 07 OB 09 10 11 12 13 14 Width Height Area U•factor Name Type Surface Orientation Azimuth Ill) (h) Mvh. U-Moor Source SHGC SHGC Source Exterior Shading iftl) INI Window I Window 141 front Wall S Front 180 1 12 5 0 3 6FRC 023 %fRC Bug Screen 2650_ IN) Window 2 - 2650_ 2 Window 1141 front Wall S Front IN 1 12.5 0.3 NFRC 0 23 NFRC Bug Screen IN) Window 3 • Window 141 front Wall S Front ISO I 1D 03 NFRC 0 23 NFRC Bug Screen 2050_ (N) Door 1 INi Front Wall 5 Window Front 180 1 24 0 3 NFRC 023 +4FRC Bug Screen 3080_ 14) Window 3 - INI Front Wail S 2050_2 Window s Front ISO 1 IQ 03 NFRC 0.23 NFRC Bug Screen IN] Window 3 - (NI front Wall S Window front ISO 1 IO 03 NFRC 023 NFRC Bug Screer 2050_1 2 141 Window 1 - Window IN) Rear Wall N Back 0 1 : S 0 1 NFRC 0 I NFRC Bug Screer, 3050 2 IN Window 5 - Window IN) Re;, Wall N Back NFRC (1.24 NFRC Bug 5crre,. 4020_ IN) Window 1 - Window (N) Rea, Wall N Back D I . , U i Isf RC it ; . VFNi Bug Srrrrn 3650_ 3 141 Window 2 - Window IN) Rrar Wall N Back 0 I I. ": = { NFRC 0 21 %FR( Bug Srrerr. 2650,. 3 141 Window 2 vi.ndow Rear Wall N Bark 0 1 .. C, i NFRC 0 11 NFRC Bug Screen 2650_ 4(N) IN) r 5 - (NJ Right Wall E Wir-dow Right 90 1 F:: 0 23 NFRC Bug Screen 1D$ FENESTRATION / GLAZING 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 Width Height Area U-factor Name Type Surface ipH,saitation Azimuth IN (h) Muh. U-factor Source SHGC SHGC Source Exterior Shading Ift11 N l IN 1 Right Wall E 050o� Vin:-jaw 2 Right �:� 1 i5 03 r,cRl NFRC 023 0 23 4FRC NFRC Bug Screen Bug Screen (NJ Door 6 V: :r_suw IN) Leh W Le -"Willi l :'_: 1. 4 6080_ IN) window 4 vi •rdow INI Left WallW t(-f- 270 1 13 5 0 3 NFRC 0.23 NFRC Bug Screen it?46_ SLAB FLOORS Ol 02 03 04 OS 06 07 08 Name Zone Area Ihr) Perimeter (h) Edge Inwl. fl-value and Depth Edge maul. R-value and Depth Carpeted Fraction Heated (N) Slash on Grade Living Area 1000 106.2S none iI SCE] ,. No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 OS 06 07 OB TOUT Cavity interior / Exterior Construction Name Surface Type Construction Type Framing Continuous U-factor Assembly layers R-value R-value Inside Finish: Gypsum Board Cavity / Frame. R-15 / 2x4 R•15 Wall + WS Exterior Wall, Wow Framed Wall 2.4 il) 16 in 0 C. NDnr D 089 Exterior Fmsh: Wood Sid ing/Sheathing/d ec king 1MV4e Finish: Gypsum Board R-15 Wall a 05 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C. R-15 %one / None 0 C1)5 Cavity / Frame: R-15 / 294 Exterior Finish. All Other 51diq OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 OS 06 07 08 Total Cavity Interior xtonor Construction Name Surface Type Construction Type Framing Continuous U•factor Assembly Layers R-valor "Hialue Inside Finish: Gypsum Boar, R-15 Wall (2x6)+ WS Exterior Walls W 0od framed Wall 226 gy 16 in O. C. R IS None / None 0.07'7 Cavity Frame: R-15 / 2x6 r Exterior finish: Wood Slding/sheathIing/decking Inside Finish Gypsum Boaro R-0 Wall Interior Walls Nood framed Wall 2x4 @ 16,n. O C. 4-0 None / None 0.277 Cavity / Frame. AD instil. / 2x4 Other Side Finish: Gypsum Board Inside Finish- Gypsum Board R-13 Wall Interior Warts Wood Framed Wad 2x4 p 16 m O. C R-13 None / None 0.092 Cavity / Frame: R-13 / 2x4 Other Side Finish: Gypsum Board Rooting- tight Roof {Asphalt Shingle) Roof Deck: Wood Attic Roofliving Area AtTK Roofs Wood Wood Teamed 2x4 QP 24 in. O. C. R-13 None / 0 0 0.,-. 51ding/sheathing/decking Cavity / Frame_ 11 13A / 2x4 Around Roof Joists: R-0.0 instil. Over Ceiling Joists: A-20.Nlsu1. R-30 Roof Attic a 01-13 Ceilings (below Wood Framed 2x4 @ 24 in. 0- C. R-30 None / None 0.032 Cavity / Frame: R-9.1 /112x4 OR attic) Ceiling Inside Finish: Gypsum Board Q T_ LL a-O 7 O �- Lu `U / W V n r V ) W Z W ^ , ` v W BUILDING ENVELOPE - HERS VERIFICATION 01 01 D3 04 OS Quality Insulation Installation (Ql0 High R-value Spray Foam Instrlaldon Building Envelope Air leakage CFM50 CFMSO %,t F:eacrce:l 40! Rrquircd .,. n/a i .. aeration Number. 424-POfO265l l3A.000.000.00WODO-0000 Registration Date/rime: 11it18t2O24 08.48 HERS Provider: CHEERS �.=Emir Registration Number-. 424-P010265113A-000-000.0000000-0000 Registration Date/Time: 11,08.2024 06 48 HERS Provider: CHEERS �: ;; :(ration Number-. 424-POfO265l l3A-000-WO.0000DW-GOOD Registration Date/Time: 11,0&7024 08.48 HERS Provide: CHEERS Registration Number 424-POIO265113A-000.000.0000000.ODOD Registration Dateltime: 11i08=41 08.48 HERS Provide[: CHEERS oca,ment nor Men gm"reo Or CO- Aw" w FlitV, Ensc c. POP;? Servers ictIFERSlvsnp.ivormec.rs.646"air[N''d pates n:cr'!.-yMf,.•M a1Wreo mC+ffgs--tewe. C..Ws•s NV resdo•r-b,e ra. M7TICE'Md oxume-t nos Men 9mvererbr Ca-✓an-#,,vee FItv,Erk,Mcy RMnp sew.,-esiCnEERS!usnr7•isbr"Wa uhsamo 0, ?I'd vst•esn;ce'rWey.•M areureo MC+ffgs tM•e4ve. CnfERS •s ,vt •esuons•bre ':� �:F-illy oc n,neM Mi Men Penenred ar Car.brn.a ranee Enerypr Enk,r+.�gannp Serv.-es icnEERS!nnp,isb+n,acan ur,46"a or tnra pates iwc r"�.rerf.s•M anwreo MCMEOS rners.4ve. CnEfivS s!�c •esu�ons•ore Poi. yVTICE, Mir 00,ment nos Me„ PMeC" br Ce,a cams E Erxc•enal Renn Sswres 'CnEEASI vs �'n°rn�'e's utuospeo er in�d WrPts roe eF-,serf n•M a IlVred ro ChEfoS Tne+e4ve. CnfEaS a ne ,esawr•b,e roc. e••�u cenndt a eraneee. Ma eccs.recy a ranpeteneu K the Mrbrr eran civ!a nM.n Md oocu•nent a+M cannot p eran[ee. Ma ores.rety a ranpkteness p'the ,ne6rrne[On coKtnM •n M,e oocu-ie•st e•u cannot p.erancee. csa otcu-icy a ranpiereneu K the .sPo•rvton corrtneo .n Ma oocu-,ant try Of red reniyt peranree. mace occ.•rety a ranpweness of the .+rtvrecwt care nee •n rri oocu•ne•s[ CA Building Energy EHic4ency 5tandards - 2022 Residential Compharce Report Version: 2022.0,000 Report Generated: 2024-10.29 21:35 36 CA Building Energy EFrrc4ency Standards - 2022 Residential Compiame Report Vetsion: 2022.0.000 Report Generated: 2024-10.29 2135-36 Ul Building Energy EfYtoency Standards - 2022 Residentlat Compliance Report Version: 2022.0.000 Report Generated: 2024-10.29 2135.36 CA Building Energy Efficiency 5tandards - 2022 Residential Compliance Report Vetslon: 2022.0,000 Report Generated: 2024-10.29 2135.36 Schema Version: rev I022D901 Schema Version: rev I0220901 Schema Version: rev I022D901 Schema Venlon: rev I0220901 Iq N O N O CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR•PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R•PRF-01 E CERTIFICATE OF COMPLIANCE . RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CFIR-PRF-01-E Project Name: 2349 N Spurgeon St ADU Calculation Datef ime: 2024-10-29T21:35:10.07:00 (Page 9 of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time: 2024-10-29T21:3S:10-07:00 (Page 10 of 11) Project Name: 2349 N Spurgeon St ADU Calculation Date/Time; 2024-10-29T21:35:10.07:00 (Page 11 of 11) Calculation Description: Title 24 Analysis Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Calculation Description: Title 24 Analysis Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.nbd22x Calculation Description: Title 24 Analysis Input File Name: 7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.nbd22x WATER HEATING SYSTEMS 01 02 03 04 05 06 07 OB 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating Compact HERS Verification Water Heater System Distribution Name (a) DHW Sy: 1 Domestic Hot SIA, J.,1 DHW Heater 1 1 r;a I Nore ^;A DHW Heater 1 (1) Water (DHW) WATER HEATERS 01 02 03 D4 05 D6 07 08 09 10 11 12 13 Tank Heating Heating standby less Name Element Tank Type Yo/Units Tank Vol. Efficiency Effriency Rated Input Mput Rating Insulation or Recovery 1st Hr. Rating Tank (Lill) Type or Pilot R-valve or flow Rate Location Type Type sent/Ext) Ett Consume, Ji • i„ Gas Instantane0 1 0 UEF 097 Btu; Ni 20b1G' r'r �trr I us WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact osstributson Type Recirculation Comrol Shower Drain Water Heat Recovery :"h•.',5 ti;•. 1 Not Rrquued Not RrgWro-a Not Hrcu.red `:o", �.-' Rom;., -ec Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 OS 06 07 OS 09 Heating Equipment Cooling Equipment Required Name System Type Heating Unit Name Count Cooling Unit Name Court Fan Name Distribution Name Thermostat Typo (NJ HVAC Systems Heat pump Heat Pump System 1 Heat Pump System rya a Setbar i htaungcooling ] 1 HVAC - HEAT PUMPS 01 02 03 04 OS 06 Ol 08 09 10 11 12 13 Heating Cooling Name System T Y Type Number of Zonally Compressor HERS Verification Hosting HSPF/HS Coaling SEER/SE EER/EER Units EHicie rvcy Pf2/COP Cap 47 Cap 17 EfficiencyYM 2/CEEB Controlled T Type TV" Heat Pump VCHP-dwiless I HSPF .. .[,'Ii:! Kaxl EERSEER 1S 9 Not Zonal Single Heat Pump System Systems Speed 1-tears-ntpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 OB 09 Name Verified Airflow Airfrow Target Verified EER/EER2 Verified Verified Refrigerant Verified Verified Heating Verified Heating SEER/SEER2 Charge HSPF/HSPFZ Cap47 Cap 17 Heat Pump System Not Required _ Not Required Not ReGu•ird -r: q;: 're, ir: 1-hers-hipump VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION of 02 03 04 05 D6 07 OB 09 10 low leakage Minimum Certified Airflow to Ductless Units Air filter Siting Certified Indoor Fan net Name Low -Static Habitable in Co Wall Mount &amp; Pressure oucts in Airflow parnditioned non -continuous Running VCHP System Rooms Span Thermostat Drop Rating Conditioned RA3.3 and Fan Continuously Space SC3.3.3.4.1 Heat Pump System 1 Not required Rsqucred •ed Requ'uoa Not required Not required Not require^• %ot required Not required INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 OS 06 07 OS 09 fed F"iucy Includes IAQ Recovery tnglutitt Faun Dwelling Unit Airflow (CFM) (W/CTM) IAq Fan Type Heat/Energy Effectiveness • Indicator Display? HERS Yerificatbn Status Recovery? SRE/ASRE SFam AOU IAQVentRpt 53 035 ,•r3uST. W. n;air.,,a No Yes DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1 1 certify that this Certificate of Compliance doci,mentat,on is accurate and complete. DucumerKabon Author Nerne. Documanfatlon Author signature Virarrchi Shah V (rf''Gtrt'td li Shcvk Co,npenv- 5,gn .m Uste- www.gettitlt24.com 10/29/2024 CAB C CM HORS Certfication Went Atcatwn II}appbcoble', Address: 14730Beach Blvd.,0133 R19.19.30147 "'"''"".. -""'r"" -,, iFTIM Phone• . cnyfstM#.rZ,p I Mirada, CA 90639 714.888.4736 RESPONSIBLE PERSON'S DECLARATION STATEMENT I 4art2ly the f0lbr:r1 _der Denalty n• p.rlurr..,ndar the karat• of the State of Cairl.-. 1. I am eligible under Dr s.on 3 of the Busness and WofesiIci s Code to accept respan,bMy sor tM building design ,dent,hed on uus CenMute of Compiance. 2. 1 certify that the energy features end performance specnccatrom Identified on this CertAttate of Comphonce conform to the regvrements o1 Title 24. Pan 1 and part 6 of the Caidxrva Code of ReaJatans 3, The biurdng deugn foaturn a tysfern design Natures doMAted an this Ciilmf"eo of Compliance an cnr,uue+tt with tM mhrmatsrn provxJad on &Jhor apple No oemip,anee doCUrnoM., worksMets. c44CulklWeIs- pion and spec,6cauons submitted to the enfomemom agency for approval with the building permit appl.ut,on Responstble Designer Name Petxns,ble Designer David Pockett _Sgn-a7t'ure_+ Df✓i�►7 & Pack! T Cempanv: Date signed Pockettdesignl 11/08/2024 address. license 2349 NORTH SPURGEON STREET Utw'Stete."m Phone SANTA ANA, CA 92706 7144781309 U 0 0 O {.a •4--1 U) U) N 0) U VJ V/ Q CD tJ 'It Vl N IN. rneM fr sL.mp.-we waea-wm xnviz atoC+e*ei.e.: nurira Ia�M j n .,etnsrprbaxiseisryhMadWr Registration Number: 424-POf02651 t3A-000 000-0000000-0000 Registration Date/Time: 11081204'4 08 48 HERS Provider: CHEERS SVTSCr'�+60t.me-•r Mt Men F'r•'e•-oted br C.IeW ripne to V, Enicw Raniq Ste' 0(C-TrA5)uanp.na narvn upiDlded by Mee Pemee roeerKvred e:m or rew"reC."p;.TrM•aMe, CtrT{AS n: I'trespo.YMt be, • V' can,or pwrenree, ere w-ei.-ery u ramri'ere,•err ar the rrprmanon cp-cenry n Mr docsin,e„t- CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Repon Generated: 2024,10.29 21:35.36 Schema Version: rev 2022MI Registration Number: 424-POI02651 t3A400_DW000D000-0000 Registration Datefrime! 1108,=4 08'44) HERS Providef: CHEERS r10TXf--h O;.vnen• M Men p#nPIiI dbr C.Ut-o Ncwtt f.•wgr EfRWncy Ramp Sw' 0fCpgm)+•Ring"t-st+on upbahe by M*d parbrr rNx vo.kuw,nM v-WW MC-elips The -lore, C^F(AS a rX nulay*Ie r6r, w•.o unnx p:wranr e, e»e wcu'ecy a ra•„p'errneri d the rnbnrvbea, cwde.ned .n Me dawn,e„r. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0000 Report Generated: 2024,10.29 21:35:36 Schema Vefsion! rev 2022MI Registration Number: 424-POI02651 t3A-000-000 DOOD000-0000 Registration Date/Timei. 11tMO24 08 48 HERS Providef: CHEERS 5�'I'Cg'71va q�,yme.0 mar Min prryrRfW Dr CI1M.nA Mcwta E�v+gr EMnw+cY Raniq Sw'Hrar(GtfaR51++amp.+ra'+nrrrn upbeded car':h*II serener n%aM+aMli.:MwT'INa reCMTr➢i-rM.•wMe. CMf{AS .r r�trespaYele br. e 4 an•.ot pvaranreee, me wtu•rty a ra•np'ere^err CO the 1,ron_bon ooeee.rtw .n Me doa+n,e„t- CA Building Energy Efficiency Standards • 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024,10.29 21:3536 Schema Version: rev 20220901 T24-1 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type m Single Family m Addition Alone Date 2349 N Spurgeon St ADU ❑ Multi Family ❑ Existing+ Addition/Alteration 11012912024 Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units 2349 N Spurgeon St ADU Santa Ana CA Climate Zone 08 1 1,000 I 1,000 I 1 INSULATION Area Construction Type Cavity (ft) Special Features Status Wall Wood Framed R 15 806 New Wall Wood Framed R 15 176 New Wall Wood Framed R 15 97 New Wall Wood Framed R 15 53 New Wall Wood Framed R 19 55 New Demising Wood Framed - no insulation 43 Existing Demising Wood Framed R 13 43 New Slab Unheated Slab -on -Grade - no insulation 1.000 Perim = 106' New FENESTRATION I Total Area: 330 Glazing Percentage: 33.0% New/Altered Average U-Factor: 0.30 Orientation Area (ft) U-Fac SHGC Overhang Sidefins Exterior Shades Status Front (S) 70.0 0.300 0.23 none none N/A New Front (S) 24.0 0.300 0.23 none none N/A New Rear (N) 63.0 0.300 0.23 none none N/A New Right (E) 96.0 0.300 0.23 none none N/A New Right (E) 15.0 0.300 0.23 none none N/A New Leff (W) 48.0 0.300 0.23 none none N/A New Left (W) 13.5 0.300 0.23 none none N/A New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Electric Heat Pump 8.50 HSPF Split Heat Pump 15.0 SEER Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status (N) HVAC System Ductless / with Fan Ductless n!a n1a New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 1 097 Standard New EnergyPro 9.3 by EnergySoft User Number.' 3835 1D: 17066 Page 14 of 21 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name 2349 N Spurgeon St ADU Project Address 2349 N Spurgeon St ADU I Building Type m Single Family CO Addition Alone ❑ Multi Family ❑ Existing+ Addition/Alteration California Energy Climate Zone Total Cond. Floor Area Addition Santa Ana CA Climate Zone 08 1,000 1,000 Date 1012912024 # of Units 1 INSULATION Construction Type Area Cavity (ft) Special Features Status Roof Wood Framed Attic R 30 1.000 Add=R-13.0 New FENESTRATION Orientation Area(ft) Total Area: 330 Glazing Percentage: 33.0% 1 New/Altered Average U-Factor: U-Fac SHGC Overhang Sidefins Exterior Shades 0.30 Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status EnergyPro 9.3 by EnergySoft User Number.' 3835 1D: I7066 Page 15 of 21 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name 2349 N Spurgeon St ADU System Name (N) HVAC System Date 10/29/2024 Floor Area 1,000 ENGINEERING CHECKS SYSTEM LOAD Number of Systems , 1 Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 533 0 COOLING PEAK COIL HTG. PEAK Heating System Output per System 1 30.000 Sensible Latent CFM Sensible 11,469 489 336 13.359 0 Total Output (Btuh) 1 30.000 0 Output (Btuh/sgft) 1 30.0 0 Cooling System 0 0 Output per System 30,000 01 0 0 0 Total Output (Btuh) 30.000 0 489 0 Total Output (Tons) 2.5 0 0 Total Output (Btuh/sgft) 30.0 Total Output (sgft/Ton) 400.0 1 11,469 13,359 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow (cfm) 0 Ductless Mini Split Heat Pump 0 22.413 Airflow (cfm/sgft) 0.00 E28702 Airflow (cfm/Ton) Outside Air (%) 0.0 0 0% 22.413 Jan 1 Alvi Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 0F Outside Air (cfm/sgft) 0.00 1 - Note. values above given at ARI conditions I Aug 3 PM HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 33IF Outside Air 4r- 0 cfm 68 IF - 0I Heating Coil I n_5 . . FROOM� 68 °F COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) Outside Air 0 cfm 75 61 ' - 55 S4 - Cooling Coil H L7 55 / 54 46.7% ROOM 7T CITY OF SANTA ANA Plannirig and Building Age cy M . I1__ 2022 Single -Family Residential Mandatory Requirements Summary 'IF rA qzt NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the com lance approach used. Review the respective section for more information. pptoved (04/2022 Buildin Envelope: R E R `ITT I S N C Air Leakage. Manufactured fenestration, exterior doors. and exterior pet doors must limit air leakage to 0.3 CFM per squ re foo r § 110.6(a)l: less when tested per NFRC-400, ASTM E283. or AAMA+WDMA/CSA 101/I.S.2/A440-2011. ' § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). Field fabricated exterior doors and fenestration products must use 1-1-factorsand solar heat gain coefficient (SHGC) flues from § 110.6(b): Tables 110.E-A, 110.E-B, or JA4.5 for exterior doors. The must be caulked and/or weather-stripped. ' Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakagemust be § 110-7: caulked, asketed. or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of I�yi�hlalIC VV �� GG/1.J7 Goods and Services (BHGS). § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110. g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance valu s § 110.8(i): roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof s specified on the CF1R. § 110.8(j): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Departm t of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area -weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood -frame ceiling: or area -weighted average § 150.0(a): U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area -weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltrationi as specified in § 110.7.. including but not limited to placing insulation either above or below the roof deck or on to of a drywall ceiling § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Alinimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood § 150.0(c): framing or have a U-factor of 0.071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. ' § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. ' Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(f): without facings, no greater than 0.3 percent, have a water vapor permeance no greater than 2.0 perm per inch: be protected from physical damage and UV light deterioration: and. when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16. the earth floor of unvented crawl space must be covered with a Class I or Class II § 150.0(g)l: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to 150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of § 150.0(g)2: all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights. separating conditioned space from unconditioned space or outdoors must have § 150.0(q): a maximum U-factor of 0.45 or area -weighted average U-factor of all fenestration must not exceed 0.45. ' V N Q .. a) U C �_ I- 1 t Q) • +� W L_ a) O • � O C;) 0 1",_.M � CV 4i - 3:= r- V Q U 41 I` M . > - Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)l: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake. which is at least six square inches in V J § 150.0(e)2: area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device. ' W § 150.0(e)3: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control. ' Space Conditioning, Water Heating, and Plumbing System: Certification. Heating. ventilation. and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other § 110.0-§ 110.3: regulated appliances must be certified by the manufacturer to the California Energy Commission. ' § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance § 110.2(b): heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone: and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. ' Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a § 110.2(c): setback thermostat. ' Insulation. Unfired service water heater storage tanks and solar water -heating backup tanks must have adequate insulation, or tank 110.3 c 3: surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with § 110.3(c)6: hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. D r �./ / W 2i LL cj� O ^ � J V_ 5l6122 Q w 0 W Z = Q U) 2 N 2022 Single -Family Residential Mandatory Requirements Summary S 2022 Single -Family Residential Mandatory Requirements Summary 4S 2022 Single -Family Residential Mandatory Requirements Summary e 2022 Single -Family Residential Mandatory Requirements Summary W Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces:. household cooking appliances § 110.5, (except appliances without an electrical connection with pilot lights supply P Y voltage that consume less than 150 Btu per hour ): and pool and e 9 spa heaters. ' Building Cooling and Heating Loads_ Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)l: Equipment Volume, Applications Volume. and Fundamentals Volume: the SMACNA Residential Comfort System Installation Standards Manual: or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the § 150.0(h)3B: manufacturer's instructions. Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water 150.0 )1: piping must be insulated as specified in § 609.11 of the California Plumbing Code.' Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment' § 150.00)2: maintenance. and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5' x 2.5' x 7' suitable for the future installation of a heat pump water heater, and meet electrical and § 150.0(n)l: plumbing requirements, based on the distance between this designated space and the water heater location: and a condensate drain nc more than 2" higher than the base of the water heater Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)3: Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials. Research and Testing (IAPMO R&T). or by a listing agency that is approved by the executive director. Ducts and Fans: I Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a § 110 8(d)3 contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSIISMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to R-6.0 or higher: ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanical) fastened. Openings must be q Y sealed with mastic. tape, or other duct -closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723 § 150.0(m)l: The combination of mastic and either mesh or tape must be used to seal openings greater than % . If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal. duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts. ducts installed in these spaces must not be compressed. ' Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction. § 150.0(m)2: connections, and closures: joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, § 150.0(m)3: mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, § 150.0(m)8: manually operated dampers in all openings to the outside. except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. § 150.0(m)9: Insulation exposed to weather must be suitable for outdoor service (e.g.. protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation -resistant coatin . § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non -porous layer or air barrier between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0(m)l 1: occupiable space, the ducts must be sealed and duct leakage tested. as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 § 150.0(m)12: or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean -filter pressure drop and labeling must meet the requirements in §150.0(m)l2. Filters must be accessible for regular service. Filter racks or grilles must use gaskets. sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. ' Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe. or a permanently installed static pressure probe in the supply plenum. Airflow must § 150.0(m)13: be >_ 350 CFlv1 per ton of nominal cooling capacity. and an air -handling unit fan efficacy 5 0.45 watts per CFM for gas furnace air handlers and 5 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow >_ 250 CFM per ton of nominal cooling capacity. and an air -handling unit fan efficacy 5 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. " Ventilation and Indoor Air Quality: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, § 150.0(0)1: Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)l. " Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- § 150.0(o)l B: dwelling unit ventilation airflow required per §150.0(o)l C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time. and either open or close the motorized damper(s) for compliance with 150.0 0 1C. Whole -Dwelling Unit Mechanical Ventilation for Single -Family Detached and townhouses . Single-family detached dwelling units. § 150.0(o)1 C. and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)l Ci-iii. § 150.0(o)l G Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust, nonenclosed kitchens must have demand - controlled exhaust system meeting requirements of §150.0(o)lGiii.enclosed kitchens and bathrooms can use demand -controlled or continuous exhaust meeting §150.0(o)l Giii-iv. Airflow must be measured by the installer per §150.0(o)l Gv. and rated for sound per §150.0(o)1Gvi. ' § 150.0(o)l H&I: Airflow Measurement and Sound Ratings of Whole -Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan's inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole -Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. Field Verification and Diagnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, § 150 0(o)2: and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated b HVI or AHAM to comply with the airflow P pP Y P Y rates and sound requirements per §150.0(o)l G Pool and Spa Systems and Equipment: I Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance § 110.4(a): with the Appliance Efficiency Regulations and listing in MAEDbS; an on -off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting, a permanent weatherproof plate or card with operating instructions, and must not use electric resistance heating. " Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or § 110.4(b)l: dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. Covers. Outdoor pools ors as that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time q Y P • § 110.4 b 3: switch that will allow all pumps to be set or programmed to run only Burin off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential pool systems orequipment must meet the specified requirements for um YP YP q pump 150.0 § (P): sizing, flow rate. piping. filters. and valves. Lighting: I § 150.0(k)1G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8.' Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 150.0 k 1H: § O elevated temperature requirements. including marking requirements. must not be installed in enclosed or recessed luminaires. P q 9 9 q Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required § 150.0(k)l l: to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer. cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. ' Accessible Controls. Lighting must have readily accessible wall -mounted controls that allow the lighting to be manually turned § 150.0(k)2A: on and off.' Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed § 150.0(k)2B: to comply with A 150.0(k). § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming. § 150.0(k)2D: occupancy. and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed lunimaire § 150.0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatic -off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. Dimmers. Lighting in habitable spaces (e.g., living rooms. dining rooms. kitchens. and bedrooms) must have readily accessible wall- § 150.0(k)2F: mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED ligi- sources in theses aces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lightn in display cabinets, and switched outlets must be controlled separately from ceiling -installed lighting. _ Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to 150.0 k 3A: § () other buildings on the same lot must have a manual on/off switch and either a photocell and motion sensor or automatic time switch 9 control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. Internallyilluminated address signs. Internally illuminated address signs must either comply with 140.8 or consume no more than 5 9 Y 9 PY § § 150.0(k)4: watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the § 150.0(k)5 applicable requirements for nonresidential garages in §§ 110.9. 130.0. 130.1, 130.4. 140.6. and 141.0. Solar Readiness: Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the § 110.10(a)1: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed. must comply with the requirements of § 110.10(b)-(e). Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway. smoke ventilation. and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 §110.10(b)1A: square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. ' § 110.10(b)2: Azimuth_ All sections of the solar zone located on steep -sloped roofs must have an azimuth between 90-300° of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents. chimneys, architectural features. and roof § 110.10(b)3A: mounted equipment. Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane.' Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for § 110.10(b)4: roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a Y 9 110.10 c : § O pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service and for sin le-famil. P Y 9 P 9 residences and central water -heating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system,.___ Documentation. A copy of the construction documents or a comparable document indicating the information from § 1 1 0. 10(b)-(c) must be § 110.10(d): provided to the occupant. § 110.10(e)l: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole § 110.10(e)2: circuit breaker for a future solar electric installation. The reserved space must be permanently marked as "For Future Solar Electric." Electric and Energy Storage Ready: 5l6/22 5/6/22 5/6/22 5/6/22 M M - 1 Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection § 150.0(s) equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits. or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s): at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet', main panelboard must have a minimum busbar rating of 225 amps: sufficient space must be reserved to allow future installation of a system isolation equipmentJtransfer switch within 3' of the main anelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source. Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated 150.0 t 4 r Y installed i h r h i r r t l h blank er unobstructed 2 OV b anch circuit wiring nsta ed within 3' of a furnace with circuit conductors rated a east 30 amps with the b an cov identified as "240V ready:" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use.' Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed § 150.0(u) 240V branch circuit wiring installed within 3' of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as 240V ready:' and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as "For Future 240V use.' Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A § 150.0(v) dedicated unobstructed 240V branch circuit wiring installed within 3' of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as "240V ready:" and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as 'For Future 240V use." J I— 'Exceptions may apply. CD (N CD O L1J D 0 0 Q Q o I�_ - --+ .--, C/) W CV 0) O O Q a) a) U 0) 0) C: � 73 c- Q Q W Z Z Ir- O-) M LO M co N N Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable § 110.9: requirements of § 110.9. ' § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans. kitchen range hoods. bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts: and lighting internal to drawers. cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)lB: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8.' 150.0 k 1C: § () Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 § 150.0(k)1D: elevated temperature requirements. includin marking requirements. must not be installed in enclosed or recessed luminaires. § 150.0(k)tE: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control. low voltage wiring. or fan speed control. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust § 150.0(k)1F: hoods) must meet the applicable requirements of § 150.0(k).' STRUCTURAL CALCULATIONS ADU ADDITION 2349 North Spurgeon Street Santa Ana, CA 92706 Client / Designer: David Pockett: Job Number: 24058 November 7, 2024 9 7 5 1 O L Y M P I C D R I V E H U N T I N G T O N B E A C H , C A 9 2 6 4 6 Design Loads Job Number:24058 Name:Pockett ADU Roof Framing Pitch:7.0 : 12 Slope Factor: 1.158 DL (psf)x Factor Adj. DL Roofing:5.00 1.158 5.79 psf Sheathing:1.83 1.158 2.12 Roof Joists:2.09 1.158 2.42 Ceiling Joists:1.59 1.59 Other:3.00 3.00 Ceiling Finish:2.80 2.80 Sub-total: 17.72 psf Misc.:2.28 DL:20.00 psf LL:20.00 psf TL:40.00 psf Description Comp. Shingles 1/2" OSB (44 pcf) 2x8's @ 16"oc 2x6's @ 16"oc Solar Panels 5/8" gypsum board Page 2 of 35 Multiple Simple Beam LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU JOISTSDescription : BEAM Size :2x8, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 900 900 1350 625 1600 580 180 575 31.21 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf A - ROOF JOISTS ABV GREAT RM Applied Loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 1.333 ft .Design Summary Max fb/Fb Ratio =0.518 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 5.750 inft 38.06 psi Fb : Allowable : 1,552.50 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 225.00 psi fb : Actual : Max fv/FvRatio =0.169 : 1 0.000 ft 804.94 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.138 in Transient Upward 0.000 in Total Downward 0.277 in Total Upward 0.000 in 0.15 0.15 0.15 0.15 Ratio 997 498Ratio LC: Lr Only LC: +D+Lr LC: LC: BEAM Size :2x8, Sawn, Fully Braced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 900 900 1350 625 1600 580 180 575 31.21 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf A - ROOF JOISTS ABV COVERED PATIO 2 Applied Loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 1.333 ft .Design Summary Max fb/Fb Ratio =0.688 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 6.625 inft 44.50 psi Fb : Allowable : 1,552.50 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 225.00 psi fb : Actual : Max fv/FvRatio =0.198 : 1 12.676 ft 1,068.56 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.244 in Transient Upward 0.000 in Total Downward 0.488 in Total Upward 0.000 in 0.18 0.18 0.18 0.18 Ratio 651 325Ratio LC: Lr Only LC: +D+Lr LC: LC: Page 3 of 35 Multiple Simple Beam LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU BEAM Size :2x6, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 900 900 1350 625 1600 580 180 575 31.21 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf B - CEILING JOISTS ABOVE COVERED PATIO 2 Applied Loads Unif Load: D = 0.0060, Lr = 0.010 k/ft, Trib= 1.333 ft .Design Summary Max fb/Fb Ratio =0.809 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 6.625 inft 23.98 psi Fb : Allowable : 918.06 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 225.00 psi fb : Actual : Max fv/FvRatio =0.107 : 1 12.808 ft 742.69 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.279 in Transient Upward 0.000 in Total Downward 0.447 in Total Upward 0.000 in 0.05 0.09 0.05 0.09 Ratio 569 355Ratio LC: Lr Only LC: +D+Lr LC: LC: BEAM Size :2x8, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 900 900 1350 625 1600 580 180 575 31.21 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf C - CEILING JOISTS ABOVE BDRM 1 Applied Loads Unif Load: D = 0.0060, Lr = 0.010 k/ft, Trib= 1.333 ft .Design Summary Max fb/Fb Ratio =0.747 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 7.125 inft 19.28 psi Fb : Allowable : 661.90 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 225.00 psi fb : Actual : Max fv/FvRatio =0.086 : 1 0.000 ft 494.37 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.163 in Transient Upward 0.000 in Total Downward 0.261 in Total Upward 0.000 in 0.06 0.09 0.06 0.09 Ratio 1048 655Ratio LC: Lr Only LC: +D+Lr LC: LC: Page 4 of 35 Multiple Simple Beam LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU BEAM Size :2x10, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 900 900 1350 625 1600 580 180 575 31.21 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf E - CEILING JOISTS ABOVE KITCHEN Applied Loads Unif Load: D = 0.0060, Lr = 0.010 k/ft, Trib= 1.333 ft .Design Summary Max fb/Fb Ratio =0.897 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 8.250 inft 17.25 psi Fb : Allowable : 454.06 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 225.00 psi fb : Actual : Max fv/FvRatio =0.077 : 1 0.000 ft 407.18 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.141 in Transient Upward 0.000 in Total Downward 0.226 in Total Upward 0.000 in 0.07 0.11 0.07 0.11 Ratio 1402 876Ratio LC: Lr Only LC: +D+Lr LC: LC: Page 5 of 35 Multiple Simple Beam LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU BEAMS / HEADERSDescription : BEAM Size :4x10, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 1 - DROP BM AT COVERED PATIO 3 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 7.50 ft .Design Summary Max fb/Fb Ratio =0.725 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 5.000 inft 60.22 psi Fb : Allowable : 1,273.35 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 212.50 psi fb : Actual : Max fv/FvRatio =0.283 : 1 9.233 ft 922.68 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.113 in Transient Upward 0.000 in Total Downward 0.231 in Total Upward 0.000 in 0.79 0.75 0.79 0.75 Ratio 1061 518Ratio LC: Lr Only LC: +D+Lr LC: LC: BEAM Size :4x10, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 2 - DROP BM AT COVERED PATIO 3 Applied Loads Beam self weight calculated and added to loads Unif Load: D= 0.0->0.060 k/ft, 0.0 to 6.375 ft Unif Load: D= 0.060->0.0 k/ft, 6.375 to 12.750 ft .Design Summary Max fb/Fb Ratio =0.250 : 1 Max Reactions (k)HEWSLLr D OnlyLoad Comb : Span # 1 Left Support D in 6.375 inft 10.56 psi Fb : Allowable : 920.55 psi Right Support Fv : Allowable : Span # 1 Load Comb : D Only 153.00 psi fb : Actual : Max fv/FvRatio =0.069 : 1 11.985 ft 229.70 psi at atfv : Actual : Ratio 0 Ratio 9999 Max Deflections Transient Downward 0.000 in Transient Upward 0.000 in Total Downward 0.090 in Total Upward 0.000 in 0.24 0.24 Ratio 9999 1691Ratio LC: LC: D Only LC: LC: <0 Page 6 of 35 Multiple Simple Beam LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU BEAM Size :4x12, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 3 - DROP BM AT COVERED PATIO 2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 7.750 ft .Design Summary Max fb/Fb Ratio =0.849 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 6.125 inft 63.42 psi Fb : Allowable : 1,143.81 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 212.50 psi fb : Actual : Max fv/FvRatio =0.298 : 1 0.000 ft 971.17 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.146 in Transient Upward 0.000 in Total Downward 0.301 in Total Upward 0.000 in 1.00 0.95 1.00 0.95 Ratio 1005 489Ratio LC: Lr Only LC: +D+Lr LC: LC: BEAM Size :4x12, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 4 - DROP BM AT COVERED PATIO 2 Applied Loads Beam self weight calculated and added to loads Unif Load: D= 0.030->0.0 k/ft, 0.0 to 13.0 ft .Design Summary Max fb/Fb Ratio =0.097 : 1 Max Reactions (k)HEWSLLr D OnlyLoad Comb : Span # 1 Left Support D in 5.850 inft 5.77 psi Fb : Allowable : 839.03 psi Right Support Fv : Allowable : Span # 1 Load Comb : D Only 153.00 psi fb : Actual : Max fv/FvRatio =0.038 : 1 0.000 ft 81.70 psi at atfv : Actual : Ratio 0 Ratio 9999 Max Deflections Transient Downward 0.000 in Transient Upward 0.000 in Total Downward 0.028 in Total Upward 0.000 in 0.19 0.12 Ratio 9999 5533Ratio LC: LC: D Only LC: LC: <0 Page 7 of 35 Multiple Simple Beam LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU BEAM Size :3.5x11.875, Parallam PSL, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 iLevel Truss Joist Parallam PSL 2.2E 2900 2900 2900 750 2200 1118.19 290 2025 45.07 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 5 - HDR AT LEFT OF DINING Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 8.250 ft .Design Summary Max fb/Fb Ratio =0.271 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 6.000 inft 62.39 psi Fb : Allowable : 3,322.26 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 362.50 psi fb : Actual : Max fv/FvRatio =0.172 : 1 11.040 ft 900.69 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.072 in Transient Upward 0.000 in Total Downward 0.150 in Total Upward 0.000 in 1.07 0.99 1.07 0.99 Ratio 1999 961Ratio LC: Lr Only LC: +D+Lr LC: LC: BEAM Size :4x6, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 875 875 600 625 1300 470 170 425 31.21 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 6 - HDR AT RIGHT OF BDRM 1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 8.50 ft .Design Summary Max fb/Fb Ratio =0.747 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 3.000 inft 68.66 psi Fb : Allowable : 1,409.42 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 212.50 psi fb : Actual : Max fv/FvRatio =0.323 : 1 5.560 ft 1,053.24 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.079 in Transient Upward 0.000 in Total Downward 0.160 in Total Upward 0.000 in 0.52 0.51 0.52 0.51 Ratio 911 450Ratio LC: Lr Only LC: +D+Lr LC: LC: Page 8 of 35 Multiple Simple Beam LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU BEAM Size :4x12, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 7 - DROP BM AT COVERED PATIO 1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 9.50 ft .Design Summary Max fb/Fb Ratio =0.908 : 1 Max Reactions (k)HEWSLLr +D+LrLoad Comb : Span # 1 Left Support D in 5.750 inft 71.49 psi Fb : Allowable : 1,149.21 psi Right Support Fv : Allowable : Span # 1 Load Comb : +D+Lr 212.50 psi fb : Actual : Max fv/FvRatio =0.336 : 1 0.000 ft 1,043.98 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.139 in Transient Upward 0.000 in Total Downward 0.285 in Total Upward 0.000 in 1.14 1.09 1.14 1.09 Ratio 991 484Ratio LC: Lr Only LC: +D+Lr LC: LC: BEAM Size :4x12, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf 7 - DROP BM AT COVERED PATIO 1 Applied Loads Beam self weight calculated and added to loads Unif Load: D= 0.0750->0.0 k/ft, 0.0 to 8.250 ft .Design Summary Max fb/Fb Ratio =0.076 : 1 Max Reactions (k)HEWSLLr D OnlyLoad Comb : Span # 1 Left Support D in 3.603 inft 6.37 psi Fb : Allowable : 850.50 psi Right Support Fv : Allowable : Span # 1 Load Comb : D Only 153.00 psi fb : Actual : Max fv/FvRatio =0.042 : 1 0.000 ft 64.79 psi at atfv : Actual : Ratio 0 Ratio 9999 Max Deflections Transient Downward 0.000 in Transient Upward 0.000 in Total Downward 0.009 in Total Upward 0.000 in 0.24 0.14 Ratio 9999 9999Ratio LC: LC: D Only LC: LC: <0 Page 9 of 35 ASCE Hazards Report Address: 2349 N Spurgeon St Santa Ana, California 92706 Standard:ASCE/SEI 7-16 Latitude:33.768182 Risk Category:II Longitude:-117.864768 Soil Class:D - Default (see Section 11.4.3) Elevation:152.2972876556653 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Wed Nov 06 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Wed Nov 06 2024 Page 10 of 35 SS : 1.325 S1 : 0.472 F a : 1.2 F v : N/A SMS : 1.59 SM1 : N/A SDS : 1.06 SD1 : N/A T L : 8 PGA : 0.558 PGA M : 0.669 F PGA : 1.2 Ie : 1 C v : 1.365 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Wed Nov 06 2024 Page 2 of 3https://ascehazardtool.org/Wed Nov 06 2024 Page 11 of 35 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. 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Page 3 of 3https://ascehazardtool.org/Wed Nov 06 2024 Page 12 of 35 ASCE 7-16 Seismic Base Shear LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:Seismic Base Shear Analysis Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Risk Category ASCE 7-16, Page 4, Table 1.5-1 Calculations per ASCE 7-16 "II" : All Buildings and other structures except those listed as Category I, III, and IV Risk Category of Building or Other Structure : Seismic Importance Factor = 1 ASCE 7-16, Page 5, Table 1.5-2 Specific Description: SINGLE STORY ADU USER DEFINED Ground Motion ASCE 7-16 11.4.2 Max. Ground Motions, 5% Damping : S =1.325 Longitude = 0.000 deg West S Latitude = 0.000 g, 0.2 sec response deg North S 0.47201 g, 1.0 sec response= For the closest datapoint grid location . . . Site Class, Site Coeff. and Design Category Classification:ASCE 7-16 Table 20.3-1"D" : Shear Wave Velocity 600 to 1,200 ft/sec =D Site Coefficients Fa & Fv ASCE 7-16 Table 11.4-1 & 11.4-2 (using straight-line interpolation from table values) Fa =1.20 Fv =1.83 Maximum Considered Earthquake Acceleration ASCE 7-16 Eq. 11.4-1S = Fa * Ss 1.590=MS S = Fv * S1 =0.863M1 ASCE 7-16 Eq. 11.4-2 Design Spectral Acceleration ASCE 7-16 Eq. 11.4-3S = S * 2/3 =1.060DS MS =0.575 ASCE 7-16 Eq. 11.4-4S = S * 2/3D1 M1 Seismic Design Category ASCE 7-16 Table 11.6-1 & -2=D (By Default per 11.4.3) Resisting System ASCE 7-16 Table 12.2-1 Basic Seismic Force Resisting System . . .Bearing Wall Systems 15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance. NOTE! See ASCE 7-16 for all applicable footnotes. Building height Limits :Response Modification Coefficient " R "= 6.50 Category "A & B" Limit: No LimitSystem Overstrength Factor " Wo " = 2.50 Category "C" Limit: No LimitDeflection Amplification Factor " Cd "= 4.00 Category "D" Limit: Limit = 65 Category "E" Limit: Limit = 65 Category "F" Limit: Limit = 65 Lateral Force Procedure ASCE 7-16 Section 12.8.2 Equivalent Lateral Force Procedure The "Equivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8 Use ASCE 12.8-7Determine Building Period Structure Type for Building Period Calculation :All Other Structural Systems " Ct " value 0.020= " x " value " hn " : Height from base to highest level =9.50 ft " Ta " Approximate fundemental period using Eq. 12.8-7 : 8.000"TL" : Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17 sec Ta = Ct * (hn ^ x) =0.108 0.75 sec = Building Period " Ta " Calculated from Approximate Method selected= 0.108 " Cs " Response Coefficient ASCE 7-16 Section 12.8.1.1 S : Short Period Design Spectral Response 1.060 " R " : Response Modification Factor 6.50 " I " : Seismic Importance Factor =1 0.163From Eq. 12.8-2, Preliminary Cs = 0.818From Eq. 12.8-3 & 12.8-4 , Cs need not exceed = From Eq. 12.8-5 & 12.8-6, Cs not be less than =0.047 DS =Cs : Seismic Response Coefficient =0.1631 = = Page 13 of 35 ASCE 7-16 Seismic Base Shear LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:Seismic Base Shear Analysis Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Seismic Base Shear ASCE 7-16 Section 12.8.1 W ( see Sum Wi below ) =50.91 kCs = 0.1631 from 12.8.1.1 Seismic Base Shear V = Cs * W =8.30 k Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3 " k " : hx exponent based on Ta =1.00 Table of building Weights by Floor Level... Wi : Weight Hi : Height (Wi * Hi^k) Cvx Fx=Cvx * V Sum Story Shear Sum Story MomentLevel # 1 50.91 9.50 483.65 1.0000 8.30 8.30 0.00 Sum Wi = 50.91 k Total Base Shear =8.30 k Base Moment = 483.65 k-ftSum Wi * Hi = 78.9 k-ft Diaphragm Forces : Seismic Design Category "B" to "F"ASCE 7-16 12.10.1.1 Level # Wi Fi Fpx : MaxFpx : CalcdSum Fi Sum Wi Fpx Dsgn. ForceFpx : Min 1 50.91 8.30 8.30 50.91 8.30 10.79 21.59 10.79 10.79 Wpx . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Weight at level of diaphragm and other structure elements attached to it. Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Design Lateral Force applied at the level. Sum Fi . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Sum of "Lat. Force" of current level plus all levels above 0.20 * S * I * WpxMIN Req'd Force @ Level . . . . . . . . . .DS DSMAX Req'd Force @ Level . . . . . . . . . .0.40 * S * I * Wpx Fpx : Design Force @ Level . . . . . . . . . .Wpx * SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level Page 14 of 35 ASCE 7-16 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:SINGLE STORY ADU Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Calculations per ASCE 7-16General Design Values 95.0 Roof Rise:Run Ratio >7:12 Exposure B 14.0 16.0 10.0 Gable Roof > 27 to 4 psf Topographic Factor Kzt per 26.8 1.00 40.0LHD : Least Horizontal Dimension ft a = max (0.04 * LHD, 3, min(0.10 * LHD, 0.4*MRH))4.00 ft Effective Wind Area of Component & Cladding V : Basic Wind Speed per Sect 26.5-1 or 2 mph Roof pitch for cladding pressure ft^2 Occupancy per Table 1.5-1 II All Buildings and other structures except those listed Exposure Category per 26.7 MRH : Mean Roof Height ft "Lambda" is interpolated between height tablular values. Lambda MWFRS: per Figure 26.5-1 1.00 User specified minimum design pressure 0.82Lambda Component & Cladding : per Figure 30.4-1 Main Force Resisting System Values Component & Cladding Values Design Wind Pressures Horizontal Pressures . . . Load Case # 1 . . . Overhangs . . . Zone: A =16.10 psf Zone: C = 16.00 psf Load Case # 1 . . . Zone: B = 16.00 psf Zone: D = 16.00 psf Zone: Eoh = -16.00 psf Zone: Goh = -16.00 psf Load Case # 2 . . . Load Case # 2 . . . Zone: A = 16.10 psf Zone: C = 16.00 psf Zone: Eoh = -16.00 psf Zone: Goh = -16.00 psf Zone: B = 16.00 psf Zone: D = 16.00 psf Vertical Pressures . . . Load Case # 1 . . . Zone: E = 16.00 psf Zone: G = 16.00 psf Zone: F = -16.00 psf Zone: H = -16.00 psf Load Case # 2 . . . Zone: E = 16.00 psf Zone: G = 16.00 psf Zone: F = -16.00 psf Zone: H = -16.00 psf ASCE 7-16 Section 28.5.4 Minimum Design Wind Loads requires that the load effects of the design wind pressures from Section 28.5.3 shall not be less than a minimum load defined by assuming the pressures, ps, for zones A and C equal to +16 psf, Zones B and D equal to +8 psf, while assuming ps for Zones E, F, G, and H are equal to 0 psf. Page 15 of 35 ASCE 7-16 Wind Forces Chpt 28, Pt2 & Chpt 30, Pt2 LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:SINGLE STORY ADU Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Design Wind Pressure = Lambda * Kzt * Ps30 per Eq 30.4-1Component & Cladding Design Wind Pressures Zone 1 Positive 16.000 psf Negative -22.304 psf Zone 2 *** psf*** psf Zone 3 *** psf *** psf Wall Zone 4 : 16.000 -16.000 psf Wall Zone 5 : 16.000 psf-17.794 psf *** psf ***psf Roof Pressures Negative psf Wall Pressures Overhang Pressures Zone 3e Zone 3r Zone 2e Zone 2n Zone 2r Zone 1'psf psf psf psf psf psf psf psf Zone 1 Zone 2 Zone 3 Zone 3e Zone 3r Zone 2e Zone 2n Zone 2r Zone 1'****** 16.000 -22.304 16.000 -24.600 16.000 -22.304 16.000 -30.176 '*** : There is no value in Figure 30.4-1 Tabular Values 16.000 -24.600 -24.846 *** -31.570 -31.57 -24.846 -37.146 -31.570 Page 16 of 35 BEDROOM 2 BA. 2 BEDROOM 1BA. 1 DINING/KITCHEN GREAT ROOM YARD 2 COVERED PATIO 1 COVERED PATIO 3 FOR MAIN RESIDENCE COVERED PATIO 2 LAUNDRY BA.2 ENTRY SEISMIC LOADING & SHEAR WALL LAYOUT ROOF AREA, Ar = 1626 ft2 DIAPHRAGM AREA, Ad = 485+200+138+163+312+161+34 = 1493 ft2 ROOF WEIGHT ROOF 20psf * 1626sf = 35,520# EXT. WALL 15psf * 4.75' * 184'= 13,110# INT. WALL 10psf * 4.75' * 48'= 2,280# TOTAL = 50,910# BASE SHEAR, VS' = 8.30k RHO, ρ 1.3 ADJUSTED BASE SHEAR, V S = 10.79k V1 = (163+312 2)/1493 VS = 0.159VS = 1.716k V2 = (163+312+485+161+34 2)/1493 VS = 0.387VS = 4.174k V3 = (485+161+34+200 2)/1493 VS = 0.295VS = 3.180k V4 = (200+138 2)/1493 VS = 0.113VS = 1.221k V5 = (138 2)/1493 VS = 0.046VS = 0.499k VA = (485+200+138+163 2)/1493 VS = 0.330VS = 3.563k VB = (200+138 2)/1493 VS = 0.113VS = 1.221k VC = (163+312 2)/1493 VS = 0.159VS = 1.716k VD = (485+1612)/1493 VS = 0.216VS = 2.334k VE = (34+312+1612)/1493 VS = 0.181VS = 1.955k A1 = 485sf Ar = 1626sf A2 = 200sf A3 = 138sf A4 = 163sf A5 = 312sf A6 = 161sf 1 2 2 3 3 4 5 A B C E D A7 = 34sf Page 17 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:1 - REAR OF BATH 1 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700 Specific Gravity =0.5002 475 E Ft - Tension Fc - Perp = 625 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :7.0 11.50 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1300 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 18 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:1 - REAR OF BATH 1 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK1.201 Use 6" at panel edges, 12" in field+0.4516D+0.70E 1.64 1 3.50 171.6 Ratio OK 200.0 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.26 OK Max Compression in chord :2.24 k Load Comb :+1.148D-0.70E 183 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -1.97 k Load Comb :+1.148D+0.70E Max ft = 161 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 1.28 k Load Comb :+1.148D+0.70E 1 4x4 0.26 OK Max Compression in chord :2.24 k Load Comb :+1.148D+0.70E 183 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -1.97 k Load Comb :+1.148D-0.70E Max ft = 161 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp7.00C2 Hold Down force at anchorage : 1.28 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 19 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:2 - REAR OF DINING/KITCHEN & GREAT RM Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :30.104 9.50 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to O1 9.50 ft ft ft ft ft ft ft ft ft ft ft21.6042.750 0.0 Page 20 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:2 - REAR OF DINING/KITCHEN & GREAT RM Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 NG!0.945 CAPACITY EXCEEDED+0.4516D+0.70E 3.45 1 3.50 343.7 Ratio OK 301.9 P2 1 OK1.977 Use 3" at panel edges, 12" in field+0.4516D+0.70E 1.65 1 3.50 343.7 Ratio OK 392.9 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.40 OK Max Compression in chord :3.41 k Load Comb :+1.148D-0.70E 278 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -3.27 k Load Comb :+1.148D+0.70E Max ft = 267 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 3.12 k Load Comb :+1.148D+0.70E 1 4x4 0.40 OK Max Compression in chord :3.41 k Load Comb :+1.148D+0.70E 278 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -3.27 k Load Comb :+1.148D-0.70E Max ft = 267 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp2.75C2 Hold Down force at anchorage : 3.12 k Load Comb :+1.148D-0.70E 1 4x4 0.40 OK Max Compression in chord :3.41 k Load Comb :+1.148D-0.70E 278 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -3.27 k Load Comb :+1.148D+0.70E Max ft = 267 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp24.35C3 Hold Down force at anchorage : 2.95 k Load Comb :+1.148D+0.70E 1 4x4 0.40 OK Max Compression in chord :3.41 k Load Comb :+1.148D+0.70E 278 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -3.27 k Load Comb :+1.148D-0.70E Max ft = 267 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp30.10C4 Hold Down force at anchorage : 2.95 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 21 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:3 - FRONT OF KITCHEN & GREAT RM Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :16.0 9.50 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 22 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:3 - FRONT OF KITCHEN & GREAT RM Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK2.226 Use 6" at panel edges, 12" in field+0.4516D+0.70E 0.59 1 3.50 139.1 Ratio OK 200.0 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.17 OK Max Compression in chord :1.47 k Load Comb :+1.148D-0.70E 120 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -1.32 k Load Comb :+1.148D+0.70E Max ft = 108 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 0.45 k Load Comb :+1.148D+0.70E 1 4x4 0.17 OK Max Compression in chord :1.47 k Load Comb :+1.148D+0.70E 120 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -1.32 k Load Comb :+1.148D-0.70E Max ft = 108 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp16.00C2 Hold Down force at anchorage : 0.45 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 23 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:4 - FRONT OF BDRM 2 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :12.0 11.50 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 24 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:4 - FRONT OF BDRM 2 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK0.855 Use 6" at panel edges, 12" in field+0.4516D+0.70E 0.96 1 3.50 71.2 Ratio OK 200.0 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.13 OK Max Compression in chord :1.08 k Load Comb :+1.148D-0.70E 88 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -0.82 k Load Comb :+1.148D+0.70E Max ft = 67 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : -0.37 k Load Comb :+1.148D+0.70E 1 4x4 0.13 OK Max Compression in chord :1.08 k Load Comb :+1.148D+0.70E 88 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -0.82 k Load Comb :+1.148D-0.70E Max ft = 67 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp12.00C2 Hold Down force at anchorage : -0.37 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 25 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:A - SIDE OF GREAT RM & BDRM 2 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :27.0 9.50 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to O1 9.50 ft ft ft ft ft ft ft ft ft ft ft17.06.750 0.0 Page 26 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:A - SIDE OF GREAT RM & BDRM 2 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK1.684 Use 4" at panel edges, 12" in field+0.4516D+0.70E 1.41 1 3.50 249.4 Side 1 h/b>2, Vs Adj 307.1 P2 1 OK0.811 Use 3" at panel edges, 12" in field+0.4516D+0.70E 2.92 1 3.50 249.4 Side 1 h/b>2, Vs Adj 268.8 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.30 OK Max Compression in chord :2.59 k Load Comb :+1.148D-0.70E 211 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.37 k Load Comb :+1.148D+0.70E Max ft = 193 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 1.82 k Load Comb :+1.148D+0.70E 1 4x4 0.30 OK Max Compression in chord :2.59 k Load Comb :+1.148D+0.70E 211 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.37 k Load Comb :+1.148D-0.70E Max ft = 193 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp6.75C2 Hold Down force at anchorage : 1.82 k Load Comb :+1.148D-0.70E 1 4x4 0.30 OK Max Compression in chord :2.59 k Load Comb :+1.148D-0.70E 211 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.37 k Load Comb :+1.148D+0.70E Max ft = 193 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp23.75C3 Hold Down force at anchorage : 2.10 k Load Comb :+1.148D+0.70E 1 4x4 0.30 OK Max Compression in chord :2.59 k Load Comb :+1.148D+0.70E 211 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.37 k Load Comb :+1.148D-0.70E Max ft = 193 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp27.00C4 Hold Down force at anchorage : 2.10 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 27 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:B - SIDE OF BDRM 2 CLOSET Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :4.0 9.0 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 28 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:B - SIDE OF BDRM 2 CLOSET Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK0.855 Use 4" at panel edges, 12" in field+0.4516D+0.70E 2.25 1 3.50 213.7 Side 1 h/b>2, Vs Adj 273.0 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.28 OK Max Compression in chord :2.40 k Load Comb :+1.148D-0.70E 196 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -1.92 k Load Comb :+1.148D+0.70E Max ft = 157 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 1.21 k Load Comb :+1.148D+0.70E 1 4x4 0.28 OK Max Compression in chord :2.40 k Load Comb :+1.148D+0.70E 196 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -1.92 k Load Comb :+1.148D-0.70E Max ft = 157 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp4.00C2 Hold Down force at anchorage : 1.21 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 29 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:C - SIDE OF BDRM 1 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :5.50 9.50 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 30 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:C - SIDE OF BDRM 1 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK1.201 Use 4" at panel edges, 12" in field+0.4516D+0.70E 1.73 1 3.50 218.4 Ratio OK 307.1 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.32 OK Max Compression in chord :2.72 k Load Comb :+1.148D-0.70E 222 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.07 k Load Comb :+1.148D+0.70E Max ft = 169 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 0.74 k Load Comb :+1.148D+0.70E 1 4x4 0.32 OK Max Compression in chord :2.72 k Load Comb :+1.148D+0.70E 222 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.07 k Load Comb :+1.148D-0.70E Max ft = 169 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp5.50C2 Hold Down force at anchorage : 0.74 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 31 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:D - SIDE OF KITCHEN Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :8.0 12.0 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 32 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:D - SIDE OF KITCHEN Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK1.634 Use 4" at panel edges, 12" in field+0.4516D+0.70E 1.50 1 3.50 204.2 Ratio OK 307.1 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.32 OK Max Compression in chord :2.73 k Load Comb :+1.148D-0.70E 223 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.45 k Load Comb :+1.148D+0.70E Max ft = 200 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 1.62 k Load Comb :+1.148D+0.70E 1 4x4 0.32 OK Max Compression in chord :2.73 k Load Comb :+1.148D+0.70E 223 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.45 k Load Comb :+1.148D-0.70E Max ft = 200 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp8.00C2 Hold Down force at anchorage : 1.62 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 33 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:E - SIDE OF BDRM 1 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Code References Calculations per NDS 2018, IBC 2021, SDPWS 2021 Load Combinations Used : ASCE 7-16 General Information ft Calculations per NDS 2018, IBC 2021, SDPWS 2021 Fc - Prll = psi700.0 Specific Gravity =0.5002 475.0 E Ft - Tension Fc - Perp = 625.0 psi psi Wood Grade : ksi Total Wall Length Framing & Chord Material :5.750 9.50 ft No.2 SDC : Seismic Design Category : D Story #1 Height Wood Species : Douglas Fir-LarchNumber of Stories 1 1,300.0 Main Sheathing 4.3ASDPWS 2021 Construction Table : Wood Structural Panels, Struct I, 3/8" Thk, 1-3/8" Min Pen, 8d Fstnrs 6" Spac. Nominal Shear Capacities (plf) : 3" Spac.785 1540 12054" Spac. 2" Spac. 2045 Sheathing Sheathing is Blocked Chord Member Size for each level :See Chord Summary Tables for number of Chords required at each panel end. Level 1 Chord Size :1.0 1.0 Chord Area = 12.250 in^2 Max. Allow Stress Ratio : 1.0 : 1Tens:Comp: All chords treated as fully braced about both axes 4x4 Chord Cf: Chord Data Opening Opening Left Edge Width Dist to Bottom HeightOpening ID Dist to ft ft ft ft ft ft ft ft ft ft ft Page 34 of 35 Wood Shear Wall LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 DESCRIPTION:E - SIDE OF BDRM 1 Project File: 24058 Calcs.ec6 Project Title:POCKETT ADU Engineer: Project ID:24058 Project Descr:ATTACHED ADU Attachment Panel Shear Panel Summary Level Allow Notes Used Max Shear (kips) Load Comb#Status Actual ID # Sides Actual (plf)Allow Shear Summary & Attachment Height/Width Ratio P1 1 OK1.369 Use 4" at panel edges, 12" in field+0.4516D+0.70E 1.65 1 3.50 238.0 Ratio OK 307.1 Chord Chord Summary Level Left Governs@ Location Ratio(ft) Size#StatusID # Req''d Member Stress Dist from CHORD DESIGN SUMMARY 1 4x4 0.29 OK Max Compression in chord :2.48 k Load Comb :+1.148D-0.70E 202 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.26 k Load Comb :+1.148D+0.70E Max ft = 185 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp0.00C1 Hold Down force at anchorage : 1.79 k Load Comb :+1.148D+0.70E 1 4x4 0.29 OK Max Compression in chord :2.48 k Load Comb :+1.148D+0.70E 202 Allow F'c =Max fc = psi 700 psi Max Tension in chord : -2.26 k Load Comb :+1.148D-0.70E Max ft = 185 psi Allow F't =475 psi User-specified anchorage device : __________________________ 1 Comp5.75C2 Hold Down force at anchorage : 1.79 k Load Comb :+1.148D-0.70E Chord Naming Information :# : Followed by chord number from left to rightC : Item is a Chord L : Followed by level number WR : Indicates Chord is on right edge of wallWL : Indicates Chord is on left edge of wall Page 35 of 35 South Coast Air Quality Management District 21865 Copley Drive, Diamond Bar, CA 91765­4182 Phone: (909) 396­2336 www.aqmd.gov Facility ID 95762 Notification Number 849260 Rule 1403 Notification of Routine Demolition Please maintain a copy of this Notification at the job site, either electronic or paper. Project Type Project Type Demolition Project Urgency Routine Origin Date 6/21/2025 12:00:00 AM Completed By DAVID POCKETT Contact Phone (714)478­1309 Contact Email POCKETTDESIGN1@GMAIL.COM User Email yleiva@aqmd.gov Contractor Information Company Name RESIDENTIAL ASBESTOS Address 21865 COPLEY DR City DIAMOND BAR State CA Zip 91765 CSLB License #00000 OSHA REG #0000 Supervisor #1 DAVID POKETT Phone (714) 478­1309 Site Information Site Name POCKETT HOMEOWNER RESIDENCE Project #HOMEOWNER FILING Site Street #2349 Street Name N SPURGEON ST Cross Street MAIN AND EDGEWOOD Site County ORANGE City SANTA ANA State CA Zip 92706 Contact Name DAVID POCKETT Contact Phone (714)478­1309 Site Owner DAVID AND MAUREEN POCKETT Owner Address 2349 N SPURGEON ST City SANTA ANA State CA Zip 92706 Project Start Date 8/1/2025 Project End Date 8/15/2025 Project Work Shift(s)Day Building Size in Sq.ft 2069 Number of Floors 1 Building Age (years)83 Number of Building/Dwelling Units 1 Building Prior Use House Asbestos Survey Yes Asbestos Found No Asbestos Removed NA Building to be Demolished No Describe Work DEMO GARAGE CONVERT INTO ADU Describe Work Location BACK OF THE HOUSE Project Information Demolition Information All Asbestos containing materials must be removed prior to any demolition activity Survey Information Certified Asbestos Inspector Name MICHAEL POWERS Certification Expiration Date​7/20/2026 12:00:00 AM Survey Plan Date 6/6/2025 12:00:00 AM Phone Number (714)937­0750 EMail MIKE@ENVIROCHECK.COM Size of Demolition Project in sq. ft 380 Work Practices at Demolition Site Spray Water Contingency Demolition plan Stop Work , Isolate Work Area , Notify Owner , Stabilize , Secure , Characterize Waste , Survey Waste Information Waste Transporter HOMEOWNER Address 2349 N SPURGEON STREET City SANTA ANA State CA Zip 92706   Landfill O C LANDFILL Address 1912 VALENCIA AVE City BREA State CA Zip 92823 Fee Payment Size of Demolition Project in sq. ft 380 Tracking Number 0 Project Size Fee 79.23 Additional Fee 0 Total Fee $ 79.23 Payment Made $ 79.23 Balance Due $ 0 rd E COUNTY FIR Plan Submittal Criteria Form Required for Single Family or Duplex Residences Wse Crxnmeraal form for lots with 3+ Jvmlhnu units a nee {usrdenhat tracts) Complete the Project Information and Questionnaire below, then sign and date the App Project Information ❑ New Single Family ResidenceiDuplex ❑ Addition/ Remodel ® ADU CITY OF SANTA ANA Plan ing and Building A ency SFR t FOR PERMIT ISSUANCE Certification. Master ID: Date: ❑ Oth "_ Address: 2351 North Spurgeon Street(ADU) Unit # City or Unincorporated County Area: ZIP: 92706 2349 North Spurgeon Street (main house) Santa Ana Scope of Work Constructing a new 1000 sq.ft. attached ADU, demolishingg an existing 360 sq.ft.detached garage and constructing 3 new attached patios totaling 490 sq.fit. Existing 2069 sq.ft Area: livable Yes No Area to 100b0 sq.ft be Added: l �o sq,ft, patios Total Resulting Area: 3559 sq.ft. Questionnaire Stories 1 Area Added in Past 2 Years (excluding this project): none OCFA Plan Type it "Yes" 1. New — Is this a new single family residence or duplex? '(PR160) Residential Site with Water Availability (PR400402) Fire Sprinkler (PR400-402) Fire Sprinkler 2. 0 El ADU — Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has firesprinklers or a house that will have firesprinklers added as part of this project? 3. ❑ ® Addition — Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400.402) Fire Sprinkler sprinkler retrofit based on a threshold set by local ordinance? 4. 0 ® Distance — Is the most remote portion of the addition. ADU or other detached structure greater than '(PR160) Residential Site 140-feet from the fire access roadway? 5. 0 ® Total Area — Will the addition result in a total area of greater than 3,600 square feet (sf) for non- '(PR160) Residential Site sprinklered buildings, or greater than 6,200 sf for sprinklered buildings. including the area of all with Water Availability enclosed spaces, such as garages, stairs, and detached structuresseparated by less than 10-feet? 6. ❑ [91 Remodel — Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR40"02) Ft4a Sprinkler removing any interior walls Note: If "Yes-, then project must be evaluated by a C-16 licensed contractor to determine if a firesprinkler modification is needed 7. ❑ ® Detached Structure — Is this a new detached utility or accessory structure (not an ADU). such as a '(PR160) Residential Site garage, workshop, game room, pool house, barn, etc_, requiring fire sprinklers based on a threshold (PR400-402) Fire Sprinkler set by local ordinance? 8. 0 ® Gate — Is a gate being installed across a driveway or road that is designated as a fire department (PR1SO) Gate access roads or a driveway or road that serves more than a single home;du lex? 9. 0 a Methane — Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal '(PR160) Residential Site Resources" (DOGGR) field boundary or well (active or abandoned)_ less than 300-feet from an oillgas '(PR172-174) Methane seep, or less than 1000-feet from a landfill? (Note For projects in Yorba Linda, this requirement only TesdMitigatlon Plans applies to new homes. enclosed accessory structures. addition to existing structure greater than 1000 sf, and ADU's). I '(PR125) Fuel Modification 10. ® Vegetation — Is the property/structure (A) on the perimeter of a community containing. or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation. (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone" as Structure defined by the State or (D) near an area that could be affected by a wildfire in the open space. 'OCFA approval required before issuance of a gradn9'budding permit All other plans types may be deferred submittals Applicant Certification cerffly, udderpellalty of perjury, under the Jaws of the tate of galifor ia, t at t e information above is &w. Print Name: David Pockett signature oat*:12/27/2024 Phone Number: 714-478-1309 Email: 157ockettdesignl i@gmaiI.com Attention Building Department Staff — After youve verified all questions were answered accurately as 'No", then you may accept this signed form as a written release that an OCFA review is not required If any questions were answered as "Yes", then the plan type on the right side may be required If all answers are "No" and the Building Department still requires the applicant to have their plans reviewed by OCFA. or if any answers are "Yes' and the Building Department prefers for OCFA to determine if a review is required. please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal inform bon , please vrsit ocfa org or call 0CFA at (714) 573-6100 CITY A AM A o � Certificate of Compliance Pla � � Payment of School Facility Fees `°scHoo�°Santa Ana UnifiedS chool District � '+' ' I ' ed , N 1%wolv I It I M� 1 11 1w INV AL �-M Name (First, MI, Lastsop ) Tele honeORNOW iiiiiiiiiiiiiijllllllll C do Master ID: Tract/Parcel Num er p 1111111111110V Project Addressr)Q411 — — — — — - - so 14 City, State., Zip Code Name (First, MI, Last) Telephone Use of BueBuildingcheck) Type o Project (check) Residenti Commercial ❑ Senior Housing ❑ Nev� Addition ❑ Alteration ❑ Description of Project Number of Square Fee dential Space Sq.Ft x $otaResi(Dev, Fee) Number of Square Feet of Total $ Commercial Space Sq,,Ft x $ (Dev. Fee) The above representations as to square footage are true.. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be notified.Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. L\ ryN Applicant Name (Please Print) Date Signature This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable sections o the G emment Code and Education Code. Sant Ana Unified School District Authorized Representative Date DISTRIBUTION White -City/County Canary -Applicant Pink -Facilities Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020 BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC – www.energysoft.com. 10/29/2024 _|7066 Pockettdesign1 2349 NORTH SPURGEON STREET SANTA ANA, CA 92706 Viranchi Shah www.gettitle24.com 14730 Beach Blvd., #133 La Mirada, CA 90638 7148884736 2349 N Spurgeon St ADU 2349 N Spurgeon St ADU Santa Ana, CA 92706 TABLE OF CONTENTS 3 1 21 Form MF1R Mandatory Measures Summary Table of Contents 2 HVAC System Heating and Cooling Loads Summary Form RMS-1 Residential Measures Summary 14 Form CF1R-PRF-01-E Certificate of Compliance Cover Page 16 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 1 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 GENERAL INFORMATION 01 Project Name 2349 N Spurgeon St ADU 02 Run Title Title 24 Analysis 03 Project Location 2349 N Spurgeon St ADU 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92706 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)180 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft2)1000 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)2069 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)3069 19 Glazing Percentage (%)32.95% 20 ADU Bedroom Count 2 21 ADU Conditioned Floor Area 1000 22 Fuel Type Natural gas 23 No Dwelling Unit:No ADDITION ALONE - Project Analysis Parameters 01 02 03 04 05 06 Existing Area (excl. new addition) (ft2) Addition Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms 2069 1000 3069 3 2 5 ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS 01 02 03 04 05 06 07 08 Zone Name Existing Area (excl. new addition) (ft2) ADU Area (excl. existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached Living Area 2069 1000 3069 3 2 5 Attached 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 2 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 3 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 3.31 0 4.83 0 -1.52 Space Cooling 0 23.46 0 28.02 0 -4.56 IAQ Ventilation 0 4.28 0 4.28 0 0 Water Heating 0 33.8 0 27.41 0 6.39 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 64.85 0 64.54 0 0.31 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 6.1 0 6.1 Appl. & Cooking 0 34.42 0 34.41 Plug Loads 0 46.26 0 46.26 Outdoor Lighting 0 4.89 0 4.89 TOTAL COMPLIANCE 0 156.52 0 156.2 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 4 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 25.18 23.93 1.25 4.96 Net EUI2 25.18 23.93 1.25 4.96 Notes     1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.     2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Indoor air quality ventilation •Kitchen range hood •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Verified heat pump rated heating capacity •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8) ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Living Area Conditioned (N) HVAC System1 1000 9.5 DHW Sys 1 New 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 5 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status (N) Front Wall S Living Area R-15 Wall + WS 180 Front 276.26 50 90 none New (N) Front Wall S 2 Living Area R-15 Wall + OS 180 Front 219.74 44 90 Extension New (N) Front Wall S 3 Living Area R-15 Wall + OS 180 Front 97.27 0 90 Ex. w/ Siding New (N) Rear Wall N Living Area R-15 Wall + WS 0 Back 439.1 63 90 none New (N) Right Wall E Living Area R-15 Wall + OS 90 Right 53.16 0 90 Ex. w/ Siding New (N) Right Wall E 2 Living Area R-15 Wall (2x6) + WS 90 Right 166.1 111 90 none New (N) Right Wall E 3 Living Area R-15 Wall + WS 90 Right 141.74 0 90 none New (N) Left Wall W Living Area R-15 Wall + WS 270 Left 123.79 61.5 90 none New (E) Interior Wall Living Area>>Living Area R-0 Wall n/a n/a 42.75 0 n/a New (N) Interior Wall Living Area>>Living Area R-13 Wall n/a n/a 43.23 0 n/a New (N) Attic Roof Living Area R-30 Roof Attic + R-13 BR n/a n/a 1000 n/a n/a New ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Living Area Attic RoofLiving Area Ventilated 7 0.1 0.85 No No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading (N) Window 1 - 3050_Window (N) Front Wall S Front 180 1 15 0.3 NFRC 0.23 NFRC Bug Screen 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 6 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading (N) Window 2 - 2650_Window (N) Front Wall S Front 180 1 12.5 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 2 - 2650_ 2 Window (N) Front Wall S Front 180 1 12.5 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 3 - 2050_Window (N) Front Wall S Front 180 1 10 0.3 NFRC 0.23 NFRC Bug Screen (N) Door 1 - 3080_Window (N) Front Wall S 2 Front 180 1 24 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 3 - 2050_ 2 Window (N) Front Wall S 2 Front 180 1 10 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 3 - 2050_ 3 Window (N) Front Wall S 2 Front 180 1 10 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 1 - 3050_ 2 Window (N) Rear Wall N Back 0 1 15 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 5 - 4020_Window (N) Rear Wall N Back 0 1 8 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 1 - 3050_ 3 Window (N) Rear Wall N Back 0 1 15 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 2 - 2650_ 3 Window (N) Rear Wall N Back 0 1 12.5 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 2 - 2650_ 4 Window (N) Rear Wall N Back 0 1 12.5 0.3 NFRC 0.23 NFRC Bug Screen (N) Door 5 - 1280_Window (N) Right Wall E 2 Right 90 1 96 0.3 NFRC 0.23 NFRC Bug Screen 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 7 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading (N) Window 1 - 3050_ 4 Window (N) Right Wall E 2 Right 90 1 15 0.3 NFRC 0.23 NFRC Bug Screen (N) Door 6 - 6080_Window (N) Left Wall W Left 270 1 48 0.3 NFRC 0.23 NFRC Bug Screen (N) Window 4 - 3046_Window (N) Left Wall W Left 270 1 13.5 0.3 NFRC 0.23 NFRC Bug Screen SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated (N) Slab-on-Grade Living Area 1000 106.25 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall + WS Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.089 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: Wood Siding/sheathing/decking R-15 Wall + OS Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: All Other Siding 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 8 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall (2x6) + WS Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-15 None / None 0.077 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x6 Exterior Finish: Wood Siding/sheathing/decking R-0 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Other Side Finish: Gypsum Board R-13 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.092 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Other Side Finish: Gypsum Board Attic RoofLiving Area Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-0.0 insul. R-30 Roof Attic + R-13 BR Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-20.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 9 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location DHW Heater 1 Gas Consumer Instantaneo us 1 0 UEF 0.97 Btu/Hr 200000 0 n/a n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type (N) HVAC System1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a Setback 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 10 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 VCHP-ductless 1 HSPF 8.5 30000 24000 EERSEER 15 9 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 10 Name Certified Low-Static VCHP System Airflow to Habitable Rooms Ductless Units in Conditioned Space Wall Mount Thermostat Air Filter Sizing &amp; Pressure Drop Rating Low Leakage Ducts in Conditioned Space Minimum Airflow per RA3.3 and SC3.3.3.4.1 Certified non-continuous Fan Indoor Fan not Running Continuously Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 53 0.35 Exhaust No n/a / n/a No Yes 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:2349 N Spurgeon St ADU Calculation Date/Time:2024-10-29T21:35:10-07:00 (Page 11 of 11) Calculation Description:Title 24 Analysis Input File Name:7066_2349, N Spurgeon St, Santa Ana, CA 92706_V9.3_ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-10-29   21:35:36 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone:   Viranchi Shah www.gettitle24.com 10/29/2024 14730 Beach Blvd., #133 R19-19-30147 La Mirada, CA 90638 714-888-4736 David Pockett Pockettdesign1 11/08/2024 2349 NORTH SPURGEON STREET SANTA ANA, CA 92706 7144781309 424-P010265113A-000-000-0000000-0000 11/08/2024 08:48 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type  Single Family  Addition Alone Date  Multi Family  Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status New 43 Page 14 of 21 10/29/2024 none 33.0% none none New N/A New 48.0 Left (W)13.5 0.300 0.23 2349 N Spurgeon St ADU Slab Wood Framed Demising - no insulation - Wood Framed none none N/A 1,000 330 n/a CA Climate Zone 08 R 19 New Right (E) 24.0 Rear (N) 0.300 63.0 1 0.23 0.300 Small Instantaneous Gas 0.23 New 1 New 4 (N) HVAC System Ductless / with Fan Wall Wood Framed Wall R 15 Wood Framed R 13 43 R 15 New none New 0.300 0.23 none 1,000 none 1 Perim = 106' N/A 0.97 Existing New Right (E)15.0 R 15 Ductless 15.0 SEER 176 New 806 Wall Wood Framed none none 1 none Electric Heat Pump Standard N/A N/A Front (S) New Front (S) 0.300 70.0 0.300 n/a 0.23 New 97 New New Wall Unheated Slab-on-Grade Wall - no insulation - Wood Framed 2349 N Spurgeon St ADU Santa Ana 1,000 none 55 N/A New 8.50 HSPF Left (W) 0.30 Split Heat Pump User Number: 3835 none96.0 0.300 0.23 none 0.23 4 N/A Setback New New Demising ID: _|7066 R 15 Wood Framed EnergyPro 9.3 by EnergySoft 53 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type  Single Family  Addition Alone Date  Multi Family  Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Page 15 of 21 10/29/2024 33.0% 2349 N Spurgeon St ADU 1,000 330 CA Climate Zone 08 1 4 1,000 1,000 Add=R-13.0 NewRoofWood Framed Attic 2349 N Spurgeon St ADU Santa Ana 0.30 User Number: 3835 4 ID: _|7066 R 30 EnergyPro 9.3 by EnergySoft 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 30,000 13,359 0 cfm 0 0 0.0 0 55 / 54 ºF 10/29/2024 400.0 30.0 0 Aug 3 PM 0 28,029 0.00 Ductless Mini Split Heat Pump 55 / 54 ºF 0 75 / 62 ºF 0 0 533 0 0 68 ºF 30,000 0 2349 N Spurgeon St ADU 30,000 75 / 62 ºF 22,413 0 0 33 ºF 0 Heating Coil 0 105 ºF 336 2.5 (N) HVAC System 1,000 0 13,359 Outside Air 22,413 11,469 11,469 68 ºF 0 489 28,029 Jan 1 AM 46.7% 1 0.00 Outside Air Cooling Coil 30.0 75 / 61 ºF 0 0 cfm 68 ºF 105 ºF 91 / 68 ºF 30,000 0.0% 489