Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1401 W Highland St Unit# 3 - Plan
T-1 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT THE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT INC ANY DISCREPANCIES IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N E C T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E R M I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S I N G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW NEW JADU ADDRESS: 1401 W HIGHLAND ST UNIT 3 SANTA ANA, CA 92703 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CALIFORNIA EXP. DATE L I C E NS E D A R C H I T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 01/06/25B PER BUILDING COMMENTS FLOOR PLANS BUILDING INFORMATION:SHEET INDEX: THE CITY OF SANTA ANA CODE COMPLIANCE: SCOPE OF WORK: SITE NOT TO SCALE SITE SITE NOT TO SCALE 10934425 8732 SF (1239+417+368+958)/8732 = %34.5 1401 W HIGHLAND ST, SANTA ANA, CA 92703 SINGLE FAMILY RESIDENTIAL 1 1658 SF 368 SF 40 SF MAP AERIAL VIEWVICINITY MAP A-2 ELEVATIONS , SECTIONS & DOOR SCHEDULE T-1 TITLE SHEET GN-2 GENERAL NOTES GN-1 GENERAL NOTES A-3 D-1 A-1 FLOOR PLANS U-1 UTILITY PLANS & DETAILS ROOF PLANS GN-3 GENERAL NOTES A-0 SITE PLANS T24.1 TITLE 24 COMPLIANCE (BY OTHERS) T24.2 TITLE 24 COMPLIANCE (BY OTHERS) T24.3 TITLE 24 COMPLIANCE (BY OTHERS) DETAILS 2022 CALIFORNIA RESIDENTIAL CODE (CRC) AND/OR 2022 CALIFORNIA BUILDING CODE (CBC) AS APPLICABLE. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) 2022 CALIFORNIA ELECTRICAL CODE (CEC) 2022 CALIFORNIA MECHANICAL CODE (CMC) 2022 CALIFORNIA PLUMBING CODE (CPC) 2022 CALIFORNIA FIRE CODE (CFC) 2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS (CBEES) CITY OF SANTA ANA'S MUNICIPAL CODE 1401 W HIGHLAND ST UNIT 3, SANTA ANA, CA 92703 21 SF CONVERTING 417 SF OF THE (E) SFD TO A (N) JADU REMOVING (E) POST AT THE (E) LIVING ROOM NOTE: NO WORK WILL BE PERFORMED IN THE RIGHT-OF-WAY. 1401 W HIGHLAND ST UNIT 2, SANTA ANA, CA 92703 985 SF 417 SF 1239 SF EXISTING SFD ADDRESS: EXISTING ADU ADDRESS: NEW JADU ADDRESS: TYPE: NUMBER OF STORIES: EXISTING SFD AREA (PER ASSESSORS): EXISTING ADU AREA : EXISTING GARAGE AREA: PROPOSED JADU AREA: REMAINING SFD AREA AFTER JADU CONVERSION: EXISTING JADU AWNING AREA: EXISTING JADU AWNING AREA: LOT AREA: LOT COVERAGE CALCULATIONS: APN: YEAR BUILDING WAS CONSTRUCTED: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: FIRE SPRINKLER: PROPERTY OWNER: FLOOD HAZARD ZONE: :hͬ^&Zd/K 1955 V-B R-3/U NO LUTI PROPERTIES 010 LLC (714)713-7875 X ϰϭϳͬϭϮϯϵсϬ͘ϯϰ NOTE: THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE. 'RFXVLJQ(QYHORSH,' ('&$%))'$)') '&'&% Bldg #101121657 APPROVALS: PLNG - C. Santana BLDG - CSG POLICE - B. Martin PUBLIC WORKS - Y. Soto 1401 W Highland St Unit# 33/7/2025 H P U H P U W W W W W s s s s s s s s s CA 2 4 " X 1 6 " . CA 2 4 " X 1 6 " . H P U H P U W W W W W s s s s s s s s s CA 2 4 " X 1 6 " . CA 2 4 " X 1 6 " . A-0 (N) JADU ^, d Z s d ^Z/Wd/KE ϬϵͬϬϵͬϮϰ d, Z ^,>> EK,E' ^KZ s/d/KEKEd, ^ W>E^t/d,Khdd , KE^ EdK&W>EEW ZD/d/E ͘EKd ^E d/>^KEd, Zt/E'^^,>>d< WZ E Ks Z' E Z>EKd ^EdzW/> d/>^͘t, Z EK d/>^^,KtEKZEKd KEd, Zt/E'^͕d, d/>^^,>> d, ^D ^&KZKd, Z^/D/>ZtKZ<͘KEdZdKZ^,>>s Z/&z>>W>E^͕ y/^d/E'/D E^/KE^E&/ >KE/d/KE^KEd, :K^/d E^,>>/DD /d >zEKd/&zdKW>EEW ZD/d/E Ez/^Z WE/ ^/EtZ/d/E'WZ /KZdKd, KDD E D EdK&Ez tKZ<KZ Z ^WKE^/> &KZ^D ͘ d, ^ ^ / ' E ^ ͕ Z t / E ' ^ E ^ W / & / d / K E ^ Z d , W Z K W Z d z E K W z Z / ' , d K & W > E E W Z D / d / E E ^ , > > E K d h ^ / E K E E d / K E t / d , E z K d , Z t K Z < y W d z ' Z D E d t / d , W > E E W ZD / d / E ͘ z h ^ / E ' d , ^ W > E ^ ͕ d , h ^ Z ' Z ^ d K Z > ^ W > E E W Z D / d / E & Z K D E z E > > > / D ^ ͕ > / / > / d / ^ ͕ ^ h / d ^ ͕ E D E ^ K E K h E d K & E z / E : h Z z ͕ D ' K Z > K ^ ^ K Z W Z ^ K E ^ K Z W Z K W Z d z ͕ / E > h / E ' / E : h Z z K Z d , ͕ K Z K E K D / > K ^ ^ ^ ͕ Z / ^ /E ' K h d K & d , h ^ K & d , ^ W > E ^ ͘ &KZW>EE/E'Z s/ t PLAN AND PERMIT INC. Z,/d dhZ> ^/'E^ Zs/ ^ ϵϴϵϭ/Zs/E Ed ZZηϮϬϬ /Zs/E ͕ϵϮϲϭϴ ;ϳϭϰͿͲϳϭϱͲϬϵϮϯ ďŝnjΛƉůĂŶĂŶĚƉĞƌŵŝƚ͘ĐŽŵ STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO ^/d W>E^ : E d W Z K W Z d z EK d / E ^ K W K & t K Z < 1 y/^d/E'^/d W>E 08' 8' 16' 18" = 1'-0" WWZKy͘Wͬ>цϭϭϵ͘ϰϯΖ : EdWZKW Zdz EKd/E^KW K&tKZ< W W Z K y ͘ W ͬ > ц ϭ Ϭ ϱ ͘ ϱ ϵ Ζ : E d W Z K W Z d z EK d / E ^ K W K & t K Z < WW Z K y ͘ W ͬ > ц ϭ Ϯ ϴ ͘ ϵ ϯ Ζ : E d W Z K W Z d z EK d / E ^ K W K & t K Z < WWZKy͘Wͬ>цϱϯ͘ϱϲΖ ; Ϳ ^&Z ^^͗ ϭϰϬϭt,/',>E^d͕ ^EdE͕ϵϮϳϬϯ ; Ϳ 'Z' 2 WZKWK^ ^/d W>E 08' 8' 16' 18" = 1'-0" ; Ϳ hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϮ ^EdE͕ϵϮϳϬϯ ; Ϳ s >/E ,Z^W/E' ; ͿZ/s tz >E^W/E' ; ͿD/E/^W>/d KE E^ Z ; Ϳ^d/Z^; Ϳ>E/E' ; ͿϮϰΗdžϭϲΗ Zt> ^^ ; Ϳ'^D d Z ; Ϳ^/d t>>͘dzW͘ ; Ϳhd/>/dzWK> ; Ϳ > dZ/>D d ZΘ WE >&KZ^&Θh WWZKy͘Wͬ>цϭϭϵ͘ϰϯΖ : EdWZKW Zdz EKd/E^KW K&tKZ< W W Z K y ͘ W ͬ > ц ϭ Ϭ ϱ ͘ ϱ ϵ Ζ WW Z K y ͘ W ͬ > ц ϭ Ϯ ϴ ͘ ϵ ϯ Ζ : E d W Z K W Z d z EK d / E ^ K W K & t K Z < WWZKy͘Wͬ>цϱϯ͘ϱϲΖ ; Ϳ ^&Z ^^͗ ϭϰϬϭt,/',>E^d͕ ^EdE͕ϵϮϳϬϯ ; Ϳ 'Z' ; Ϳ hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϮ ^EdE͕ϵϮϳϬϯ ; Ϳ s >/E ,Z^W/E' ; ͿZ/s tz >E^W/E' ; ͿD/E/^W>/d KE E^ Z ; Ϳ^d/Z^; Ϳ>E/E' ; ͿϮϰΗdžϭϲΗ Zt> ^^ ; Ϳ'^D d Z ; Ϳ^/d t>>͘dzW͘ ; Ϳhd/>/dzWK> ; Ϳ > dZ/>D d Z^ΘWE >^ &KZ^&ΘhΘ:h ; Ϳtd ZD d Z t,/',>E^dt,/',>E^d ; Ϳtd ZD d Z ;EͿ :hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϯ ^EdE͕ϵϮϳϬϯ <ŶŽǁǁŚĂƚΖƐďĞůŽǁ͘Ăůů ďĞĨŽƌĞLJŽƵĚŝŐ͘ USA North ĂůŝĨŽƌŶŝĂĂŶĚEĞǀĂĚĂ ĂůůdǁŽtŽƌŬŝŶŐĂLJƐĞĨŽƌĞzŽƵŝŐ͊ ϴϭϭͬϴϬϬͲϮϮϳͲϮϲϬϬ E t:hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϯ ^EdE͕ϵϮϳϬϯ >Kd/KEYZK ͗ 1401 W Highland St Unit# 33/7/2025 TWH CO M P A C T - ST A C K A B L E W& D (E) KITCHEN (E ) P O W D E R (E) BEDROOM (E ) B A T H R O O M (E) BEDROOM (E) BEDROOM (E) CLOSET(E) CLOSET (E ) C L O S E T (E) ENTRY REF (N) GREAT ROOM 8' CLG (E) BATHROOM (E) LIVING ROOM D/W (E ) B A T H R O O M DN DN (E) FRONT PORCH H P U (N) WIC 8' CLG V. R MI N I FR I D G E CO M P A C T - ST A C K A B L E W& D D/ W CA 2 4 " X 1 6 " . CA 2 4 " X 1 6 " . TWH CO M P A C T - ST A C K A B L E W& D (E) KITCHEN (E ) P O W D E R (E) BEDROOM (E ) B A T H R O O M (E) BEDROOM (E) BEDROOM (E) CLOSET(E) CLOSET (E ) C L O S E T (E) ENTRY REF (E) STORAGE (E) BATHROOM (E) LIVING ROOM D/W (E ) B A T H R O O M DN DN (E) FRONT PORCH (E) FAMILY ROOM H P U CA 2 4 " X 1 6 " . CA 2 4 " X 1 6 " . A-1 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING P RIOR TO THE COMM ENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW NEW JADU ADDRESS: 1401 W HIGHLAND ST UNIT 3 SANTA ANA, CA 92703 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 1 EXISTING FLOOR PLAN (DEMO PLAN) FLOOR PLANS 04' 4' 8' 14" = 1'-0" BUILDING SECTION DESIGNATION SHEET NUMBER BUILDING ELEVATION DESIGNATION SHEET NUMBER LEGEND: = = = DETAIL REFERENCE SHEET NUMBER =FLOOR ELEVATION CHANGE WINDOW DESIGNATION DOOR DESIGNATION ROOM CEILING HEIGHT, FLOORING = = == =WALL SECTION REFERENCE SHEET NUMBER = = = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). =NEW WALL 2X4==WALL TO STAY WALL TO DEMO= REVISION DESIGNATION= =NEW WALL 2X6= =1HR FIRE RATED WALL 2X4= ==1HR FIRE RATED WALL 2X6EXISTING 1HR FIRE RATED COMMON WALL=ROOM 0" CLG, FLOORING MAX.7 3 4" 2 PROPOSED FLOOR PLAN 04' 4' 8' 14" = 1'-0" (N) JADU, 417 SF (E) STEP TO BE REMOVED (E) HOUSE WATER HEATER TO SERVE THE BOTH (E) SFD & (N) JADU (N) KITCHEN CABINETS AND APPLIANCES (N) GAS COOKTOP W/ MIN. Ø7" MTL DUCTED & HVI RATED HOOD MIN. 280CFM (E) MULTI-ZONE SPLIT SYSTEM ON CONCRETE PAD 3 A-2 1 A-2 4 A-2 5 A-2 WORK AREA WORK AREA (E) 24"W X 80"H GLASS DOOR W/ TEMPERED GLASS 4 A-2 2 A-2 3 A-2 1 A-2 4 A-2 2 A-2 (N) 1HR FIRE RATED WALL. SEE 6/D-1 (E) 100A HOUSE ELECTRICAL METER TO SERVE THE BOTH (E) SFD & (N) JADU (E) ADU METER AND PANEL (N) STACKABLE WASHER & GAS DRYER REMAINIG SFD AREA 1239 SF 1401 W Highland St Unit# 33/7/2025 CA 24"X16". CA 24"X16". (N) GREAT ROOM (N ) W A L K - I N C L O S E T (N) GREAT ROOM A-2 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING PR IOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com E t:hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϯ ^EdE͕ϵϮϳϬϯ >Kd/KEYZK ͗ STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO > sd/KE^E ^ d/KE^ BUILDING SECTION DESIGNATION SHEET NUMBER BUILDING ELEVATION DESIGNATION SHEET NUMBER LEGEND: = = = DETAIL REFERENCE SHEET NUMBER =FLOOR ELEVATION CHANGE WINDOW DESIGNATION DOOR DESIGNATION ROOM CEILING HEIGHT, FLOORING = = == =WALL SECTION REFERENCE SHEET NUMBER = = = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). =NEW WALL 2X4==WALL TO STAY WALL TO DEMO= REVISION DESIGNATION= =NEW WALL 2X6= =1HR FIRE RATED WALL 2X4= ==1HR FIRE RATED WALL 2X6EXISTING 1HR FIRE RATED COMMON WALL=ROOM 0" CLG, FLOORING MAX.7 3 4" 1 04' 4'8' 14" = 1'-0" EXISTING NORTH ELEVATION 5:12 PITCH 5:12 PITCH (E) WOOD FRAMED STEPS (E) CONCRETE LANDING (E) TEMPERED GLASS WINDOW (E) FOUNDATION VENT.TYP. (E) ROOF MATERIAL AND FINISH (E) MATERIAL AND FINISH (E) MULTI-ZONE SPLIT SYSTEM ON CONCRETE PAD 3 5:12 PITCH 5:12 PITCH (E) ROOF GUTTER DOWNSPOUT.TYP. 1 4:12 PITCH (E) FOUNDATION VENT.TYP. (E) CRAWL SPACE ACCESS (E) ROOF MATERIAL AND FINISH (E) MATERIAL AND FINISH 5:12 PITCH 5:12 PITCH (E) ROOF GUTTER DOWNSPOUT.TYP. 1 4:12 PITCH (E) FOUNDATION VENT.TYP.(E) CRAWL SPACE ACCESS (E) ROOF MATERIAL AND FINISH (E) MATERIAL AND FINISH 3 04' 4'8' 14" = 1'-0" EXISTING WEST ELEVATION 4 04' 4' 8' 14" = 1'-0" (E) ELECTRICAL METERS & PANELS 5 PROPOSED SECTION 04' 4'8' 14" = 1'-0" (E) R-15 INSULATION, GC TO COORDINATE INSULATION PER T24. (E) R-30 INSULATION, GC TO COORDINATE INSULATION PER T24. WALL PARTITION; RE: PROPOSED FLOOR PLAN 6 PROPOSED SECTION 04' 4'8' 14" = 1'-0" 1% PITCH (N) R-15 INSULATION, GC TO COORDINATE INSULATION PER T24. (E) R-15 INSULATION, GC TO COORDINATE INSULATION PER T24. (E) R-30 INSULATION, GC TO COORDINATE INSULATION PER T24. (N) 1HR FIRE RATED WALL AT ALL COMMON WALL BETWEEN (N) JADU AND (E) SFD EXISTING EAST ELEVATION 5:12 PITCH 5:12 PITCH (E) ROOF MATERIAL AND FINISH (E) MATERIAL AND FINISH EXISTING SOUTH ELEVATION (E) ROOF MATERIAL AND FINISH (N) MOLIDING TO MATCH WITH THE (E) SFD STREET VIEW (N) PAINT: DUNN EDWARDS, COLOR: TRINITY ISLANDS | DE6249. (OR APPROVED EQUAL) (E) STUCCO PAINT: DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234 (OR APPROVED EQUAL) 1401 W Highland St Unit# 33/7/2025 DS DS DS DSDS DS A-3 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING PR IOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO ROOF PLAN BUILDING SECTION DESIGNATION SHEET NUMBER BUILDING ELEVATION DESIGNATION SHEET NUMBER LEGEND: = = = DETAIL REFERENCE SHEET NUMBER =FLOOR ELEVATION CHANGE WINDOW DESIGNATION DOOR DESIGNATION ROOM CEILING HEIGHT, FLOORING = = == =WALL SECTION REFERENCE SHEET NUMBER = = = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). =NEW WALL 2X4==WALL TO STAY WALL TO DEMO= REVISION DESIGNATION= =NEW WALL 2X6= =1HR FIRE RATED WALL 2X4= ==1HR FIRE RATED WALL 2X6EXISTING 1HR FIRE RATED COMMON WALL=ROOM 0" CLG, FLOORING MAX.7 3 4" 5: 1 2 P I T C H 5: 1 2 P I T C H 5: 1 2 P I T C H 5:12 P I T C H 5:12 PITCH 5:12 PITCH 1 4:1 2 P I T C H 1 EXISTING ROOF PLAN TO REMAIN 04' 4'8' 1 4" = 1'-0" (E) ROOF GUTTER DOWNSPOUT.TYP. 1 4:1 2 P I T C H 1 4:1 2 P I T C H (E) ROOF MATERIAL AND FINISH (E) ROOF MATERIAL AND FINISH E t:hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϯ ^EdE͕ϵϮϳϬϯ >Kd/KEYZK ͗ 1401 W Highland St Unit# 33/7/2025 D-1 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING PR IOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO DETAILS HEIGHT FOR ELECTRICAL RECEPTACLE OUTLETS, SWITCHES, DOORBELL BUTTONS, INCLUDING HVAC CONTROLS SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION R327.1.1 REINFORCEMENT FOR GRAB BARS AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION. 1. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH (51 MM BY 203 MM) NOMINAL LUMBER. [11/2 INCH BY 71/4 INCH (38 MM BY 184 MM) ACTUAL DIMENSION] OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES (812.8 MM) AND 391/4 INCHES (997 MM) ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES (152.4 MM) ABOVE THE BATHTUB RIM. EXCEPTIONS: 1. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE REQUIRED IN WALL FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORY-INSTALLED GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED. 3. SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 4. BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF REINFORCEMENT SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. 5. REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS. INTERIOR HEIGHTS ARE TO FINISH FLOOR EXTERIOR DOORBELL HEIGHT IS FROM FLOOR OR LANDING TO TOP DOORBELL ASSEMBLY SECTION R327 AGING-IN-PLACE DESIGN AND FALL PREVENTION R327.1.2 ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES (1219.2 MM) MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. EXCEPTIONS: 1. DEDICATED RECEPTACLE OUTLETS; FLOOR RECEPTACLE OUTLETS; CONTROLS MOUNTED ON CEILING FANS AND CEILING LIGHTS; AND CONTROLS LOCATED ON APPLIANCES. 2. RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE ON A WALL SPACE WHERE THE DISTANCE BETWEEN THE FINISHED FLOOR AND A BUILT-IN FEATURE ABOVE THE FINISH FLOOR, SUCH AS A WINDOW, IS LESS THAN 15 INCHES (381 MM). R327.1.3 INTERIOR DOORS EFFECTIVE JULY 1, 2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32 INCHES (812.8 MM), MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A TWO- OR THREE-STORY SINGLE FAMILY DWELLING, ON THE SECOND OR THIRD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL. R327.1.4 DOORBELL BUTTONS DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES (1219.2 MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES (1219.2 MM) MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES (1219.2 MM) ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. SHOWER ENCLOSURE SIDE WALL BACK WALL CONTROLS WALL SIDE WALL BACK WALL CONTROLS WALL BATHTUB OR TUB/SHOWER SIDE WALL BACK WALL EXAMPLE LOCATION OF 2X8 REINFORCEMENT FOR FUTURE GRAB BARS LA V . WATER CLOSET ADJACENT TO ONE SIDE WALL AND BACK WALL EXAMPLE LOCATION OF 2X8 REINFORCEMENT FOR FUTURE GRAB BARS LAV. WATER CLOSET ADJACENT TO TWO SIDE WALLS 4 N.T.S. OUTLETS, DOORS & CONTROLS3N.T.S. GRAB BAR REINFORCEMENT 2 KITCHEN EXHAUST HOOD TYP. LOCATION EXHAUST HOOD WALL VENT MIN. Ø7" MTL DUCTED OPTIONAL BACKDRAFT DAMPER ROOF VENT CE I L I N G H E I G H T , M I N U S 3 6 " ( S T O V E H E I G H T ) M I N U S D E S I R E D DI S T A N C E F R O M T H E S T O V E Y M I N U S B O D Y O F T H E H O O D X EXHAUST HOOD POWER OUTLET OPTIONAL REMOTE BLOWER OPTIONAL ROOF BLOWER DWELLING UNIT FLOOR AREA (ft2) >1500 HOOD OVER ELECTRIC RANGE HOOD OVER NATURAL GAS RANGE >1000-1500 750-1000 <750 50% CE or 110 cfm 70% CE or 180 cfm 50% CE or 110 cfm 80% CE or 250 cfm 55% CE or 130 cfm 85% CE or 280 cfm 65% CE or 160 cfm 85% CE or 280 cfm KITCHEN RANGE HOOD AIRFLOW RATES (CFM) AND ASTM E3087 CAPTURE EFFICIENCY (CE) RATINGS ACCORDING TO DWELLING UNIT FLOOR AREA AND KITCHEN RANGE FUEL TYPE.TABLE 150.0-G 5 PLUMBING VENT PIPE BOOT GASKET SELF-SEALING BITUMINOUS MEMBRANE ROOF CAP ( WITH BUILT-IN DAMPER) KEEP DUCT RUNS SHORT WALL CAP ( WITH BUILT-IN DAMPER), SEE DETAIL 'A' INSULATION (PLACE AROUND OVER FAN HOUSING)FAN HOUSING POWER CABLE SEAL GAPS AROUND HOUSING 4-IN.ROUND DUCT SEAL DUCT JOINTS WITH TAPE 4-IN.ROUND ELBOWS VENT DETAIL. TYP. ROOF UNDERLAYMENT ROOF SHEATHING SEAL PIPE AT PERIMETER PIPE PENETRATION. TYP.6 INTERIOREXTERIOR VENT FLANGE VENT HOOD APPLY URETHANE FOAM SEALANT AROUND DUCT/PIPE PENETRATION AT INSULATING SHEATHING EXTEND EXISTING DUCT/PIPE IF WALL AIR CONTROL LAVER IS NOT A FULLY-ADHERED MATERIAL, BED IN A CONTINUOUS BEAD OF SEALANT AROUND THE PERIMETER OF THE SHEATHING PENETRATION TAPE ALL SEAMS OF OUTERMOST LAYER OF INSULATING SHEATHING WITH COMPATIBLE SHEATHING TAPE TO FORM WATER CONTROL LAYER HOUSEWRAP WITH ALL SEAMS TAPED AND EDGES SEALED, APPLIED OVER EXISTING WALL SHEATHING TO FORM CONTINUOUS AIR CONTROL LAYER. OR FULLY-ADHERED OR LIQUID APPLIED AIR CONTROL MEMBRANE APPLIED OVER EXISTING WALL SHEATHING TO FORM CONTINUOUS AIR CONTROL LAYER BLOCKING AS REQUIRED (E) PARTITION (E) SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) GALVANIZED METAL LATH DETAIL "A" 1 N.T.S. ϭ,Z&/Z Zd hE/d^ WZd/KE WALL INSULATION PER T24 REPORT 5/8" TYPE X GWB. 5/8" TYPE X GWB. INTERIOR INTERIOR GYPSUM WALLBOARD, RESILIENT CHANNELS, INSULATION, WOOD STUDS FIRE DESIGN: x RESILIENT CHANNELS 24഼ O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE OF 2 × 4 WOOD STUDS 24഼ O.C. WITH 1-1/4഼ TYPE S SCREWS. ONE LAYER 5/8഼ TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1഼ TYPE S SCREWS 8഼ O.C. WITH VERTICAL JOINTS LOCATED MIDWAY BETWEEN STUDS. 3഼ MINERAL OR GLASS FIBER INSULATION IN STUD CAVITY. x OPPOSITE SIDE: ONE LAYER 5/8഼ TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D CEMENT COATED NAILS, 1-7/8഼ LONG, 0.0915഼ SHANK, 15/64഼HEADS, 7഼ O.C. x VERTICAL JOINTS STAGGERED 24഼ ON OPPOSITE SIDE. (LOAD-BEARING) x SOUND DESIGN: SOUND TESTED AS CONSTRUCTED FOR FIRE. THICKNESS: 5-3/8Ǝ (Fire and Sound) APPROX. WEIGHT: 7 psf (Fire and Sound) FIRE TEST: Based on UL R14196, 05NK05371, 2-15-05, UL Design U309 STC : 50-54 Sound Test: NRCC TL-93-103, IRC-IR-761, 3-98 GA FILE NO. WP 3243 RESILIENT CHANNEL E t:hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϯ ^EdE͕ϵϮϳϬϯ >Kd/KEYZK ͗ 1401 W Highland St Unit# 33/7/2025 (N) GREAT ROOM 8' CLG (E) BATHROOM E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E (E) FRONT PORCH (N) WIC 8' CLG V. R MI N I FR I D G E CO M P A C T - ST A C K A B L E W& D D/ W E E E E E E E E E E E E E E E E E E E PC E E E E E E E E E E E E E E E E E E E E E E (N) GREAT ROOM 8' CLG (E) BATHROOM V.R (E) FRONT PORCH (N) WIC 8' CLG V. R H P U MI N I FR I D G E CO M P A C T - ST A C K A B L E W& D D/ W V. R V. R U-1 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING PR IOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO UTILITY PLANS & DETAILS FIRE SPRINKLER TANK WATER HEATER STEP LIGHTS= COLD WATER HOT WATER DIRECT WASTE3 4" GAS PIPE WATER PIPE UTILITY LEGEND: TELEPHONE TV TV BUZZER UNDER CABINET LIGHTING UTILITY POLE. POWER POINT OF CONNECTION CEILING FAN WITH LED LIGHT OUTDOOR RECESSED LIGHT FOR WALLS SEWER PIPE ELECTRICAL ROUTE = = RECESSED LED LIGHT DUCTED ENERGY STAR COMPLIANT EXHAUST FAN WITH HUMIDITY SENSOR AND WET RATED LED LIGHT. MIN 80 CFM. OUTDOOR HIGH EFFICIENCY LED LIGHT W/ PHOTOCELL AND MOTION SENSOR INDOOR WALL MOUNTED LED LIGHT PCSWITCH WITH DIMMER ELECTRICAL METERCHANDELIER VENTILATION DUCT CARBON MONOXIDE ALARM AND SEALED BATTERY PHOTO ELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR = = = = = = = = = = = = = = = HOSE BIB DOWNSPOUT RETURN AIR WALL REGISTER THERMOSTAT =WATER METER = S = = = = G GAS METER TRACK LIGHT FIXTURE W E = = = = = = = = HB WEATHER PROOF SWITCHWP 3 THREE WAY SWITCH WITH DIMMER PENDANT LIGHT TANKLESS WATER HEATER = = DUCTED ENERGY STAR COMPLIANT EXHAUST FAN WITH HUMIDITY SENSOR . MIN 50 CFM. =WEATHER PROOF DUPLEX TAMPER- RESISTANT AFCI/GFCI RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI RECEPTACLE 240V RECEPTACLE DUPLEX TAMPER-RESISTANT AFCI/GFCI RECEPTACLE WP = = = = DS= = = = = = = = SHOWER HEAD RETURN AIR CEILING REGISTER LINEAR SHOWER DRAIN SUPPLY AIR CEILING REGISTER FG FUEL GAS CW COLD WATER VALVE SUPPLY AIR WALL REGISTER ATTIC MOUNTED FORCED AIR UNIT=ATTIC FAU FORCED AIR HEATING UNIT=A/C AIR CONDITIONING= SPLIT SYSTEM EXTERIOR UNIT WALL MOUNT SPLIT INTERIOR UNIT = = H P U H P U =WATER SOFTENER = = = = = = = = RETURN AIR FLOOR REGISTER= = SMOKE ALARM SEALED BATTERY PHOTOELECTRIC SMOKE DETECTOR WITH IONIZATION SENSOR, INTERCONNECTED AND HARD-WIRED,(UL 217). CARBON MONOXIDE ALARM SEALED BATTERY PHOTOELECTRIC, INTERCONNECTED AND HARD-WIRED,(UL 2034). VS VACANCY SENSOR SWITCH F A U H P U =CEILING SPLIT INTERIOR UNIT 1 PARTIAL PLUMBING/MECHANICAL PLANPARTIAL ELECTRICAL PLAN 04' 4'8' 1 4" = 1'-0" 2 FIRE BARRIER NOTE: SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED (UL1479 OR ASTM E814) AND FIRE CODE APPROVED FIRE BARRIER SEALANT. ELECTRICAL NOTES: 1. PROVIDE A MINIMUM OF 1-20 AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ON BATHROOM. 2. PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. 3. ELECTRICAL CONDUCTORS USED TO CARRY CURRENT SHALL BE COPPER UNLESS OTHERWISE PROVIDED IN THE ELECTRICAL CODE. CEC 110.5 29. 4. OCCUPANCY SENSORS MUST HAVE NO MANUAL OVERRIDE, 20 MIN MAXIMUM TIMER. 5. UNDER CABINET LIGHTING SHALL BE CONTROLLED SEPARATELY FROM CEILING LIGHTING. 6. ALL ENCLOSED LUMINARIES SHALL BE MARKED WITH JA8-2019-E (CENC 150.0(K)(1)(H)). 7. ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL COMPLY WITH CALIFORNIA ENERGY CODE SECTION (CENC 150.0(K)(1)(C)). 8. ALL INSTALLED LUMINARIES SHALL BE HIGH EFFICIENCY IN ACCORDANCE WITH TABLE 150.0A PER CENC SECTION 150.0(K)(A) 9. ALL RECESSED DOWNLIGHTS IN CEILINGS SHALL MEET THE FOLLOWING REQUIREMENTS: 9.1. SHALL BE LISTED AS ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY TESTING/RATING LABORATORY. 9.2. HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. 9.3. BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK. 9.4. ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING. 9.5. SHALL NOT CONTAIN SCREW BASED SOCKETS. 9.6. SHALL CONTAIN LIGHT SOURCES THAT COMPLY WITH REFERENCES JOINT APPENDIX 8 (JA8), INCLUDING THE ELEVATED TEMPERATURE REQUIREMENTS, AND THAT ARE MARKED "JA8-2019-E" AS SPECIFIEDIN REFERENCE JA8. 10. FOR FIRE-RESISTIVE WALLS, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIRED FIRE-RESISTANCE RATING WILL NOT BE REDUCED. 11. RECEPTACLE HEIGHTS: ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE RECEPTACLE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE RECEPTACLE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET), RECEPTACLES SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS AND OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH THE RECEPTACLE. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH THE RECEPTACLE.RECEPTACLE OUTLETS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE RECEPTACLE OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTIONS: a. RECEPTACLE OUTLETS INSTALLED AS PART OF PERMANENTLY INSTALLED BASEBOARD HEATERS ARE EXEMPT. b. REQUIRED RECEPTACLE OUTLETS SHALL BE PERMITTED IN FLOORS WHEN ADJACENT TO SLIDING PANELS OR WALLS. c. BASEBOARD ELECTRICAL OUTLETS USED IN RELOCATABLE PARTITIONS, WINDOW WALLS OR OTHER ELECTRICAL CONVENIENCE FLOOR OUTLETS ARE NOT SUBJECT TO THE MINIMUM HEIGHT REQUIREMENTS. d. THIS SECTION SHALL NOT APPLY TO EXISTING BUILDINGS WHEN THE ENFORCING AGENCY DETERMINES THAT COMPLIANCE WITH THESE STANDARDS WOULD CREATE AN UNREASONABLE HARDSHIP. 14. SWITCH AND CONTROL HEIGHTS: CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. COUNTERTOPS SHALL BE ALLOWED TO EXTEND 251/2 INCHES (647.7 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTION: APPLIANCES (E.G., KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS AND SIMILAR APPLIANCES) WHICH HAVE CONTROLS LOCATED ON THE APPLIANCE. PLUMBING NOTES: 1. PLUMBING SHOWN IS FOR LOCATION ONLY 2. PLUMBER TO VERIFY LOCATION OF SEWER AND WATER LOCATIONS SHOWN 3. PLUMBING FIXTURE SHALL COMPLY WITH 4.303.1. 4. DOMESTIC HOT WATER SHALL BE INSULATED. PIPE INSULATION SHALL HAVE A MINIMUM WALL THICKNESS OF NOT LESS THAN THE DIAMETER OF THE PIPE OR Ø2". 5. WATER CLOSET SHALL HAVE 15" TO ANY WALL OR OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24" CLEAR SPACE IN FRONT. 6. SHOWER THRESHOLD SHALL BE NO LESS THAN 2 INCHES ABOVE THE SHOWER DRAIN. 7. SHOWER SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION IN ACCORDANCE WITH ASSE 1016 OR ASME A112.18.1/CSA B125.1. (CPC 408.3) 8. ALL ROOF DRAINAGE SHALL BE PIPED IN A CLOSED PIPE SYSTEM TO STREET OR APPROVED FACILITY (U.N.O.) 9. ALL SEWER PIPES SHALL BE 4" MIN. DIAMETER UNDERGROUND AND TOILET; 1 1/2" DIAMETER FOR BASIN, BATH AND VENT PIPES - VERIFY SIZE AND MATERIAL TO COMPLY WITH ALL STATE AND LOCAL CODES. 10. STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. PLUMBING FIXTURES AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1OF THE CALIFORNIA PLUMBING CODE. NOTE: THIS TABLE COMPILES THE DATA IN SECTION , 4.303.1AND IS INCLUDED AS A CONVENIENCE FOR THE USER. 11. FOUR OR MORE WATER CLOSET FIXTURE UNITS WILL REQUIRE A MINIMUM 4” SANITARY SEWER DRAIN BEGINNING AT THE WATER CLOSET AND RUNNING TO THE SEWER MAIN IN THE STREET. CONTRACTOR SHALL VERIFY EXISTING SANITARY SEWER LATERAL MEETS CAPACITY (REF: 2019 CPC 703.2 AND TABLE 703.2). WHERE DRAIN IS UNDERSIZED, CONTACTOR SHALL UPGRADE MAIN SANITARY SEWER DRAIN TO BE 4” MINIMUM DIAMETER”. MECHANICAL NOTES: 1. BATHROOM AND EXHAUST FAN(S) SHALL BE OF THE FOLLOWING . 1.1. ENERGY STAR COMPLIANT 1.2. BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 1.3. BE RATED FOR SOUND AT A MAXIMUM OF 3 SONE. 2. KITCHEN HOOD FAN FLOW PER TABLE 150.0-G SHALL BE INSTALLED FOR COOKING FACILITIES WITH AN APPROVED FORCED-DRAFT SYSTEM OF VENTILATION VENTED TO THE OUTSIDE OF THE BUILDING. DUCTS USED FOR DOMESTIC KITCHEN RANGE VENTILATION SHALL BE OF METAL, OR OTHER APPROVED MATERIAL, AND SHALL HAVE SMOOTH INTERIOR SURFACES. DUCTS FOR DOMESTIC RANGE HOODS SHALL ONLY SERVE COOKING APPLIANCES. (CMC 504.3; SCMC 15.16.020) 3. MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SUCH AS VENTS, CHIMNEYS, AND PLUMBING VENTS. WHERE A SOURCE OF CONTAMINANT IS LOCATED WITHIN 10 FEET OF AN INTAKE OPENING, SUCH OPENING SHALL BE LOCATED A MINIMUM OF 3 FEET BELOW THE CONTAMINANT SOURCE. R303.5.1. SMOKE ALARMS CARBON MONOXIDE ALARMS NOTE: 1. THE SMOKE ALARMS SHALL BE INTERCONNECTED AND HARD-WIRED.(UL 217) 2. CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP.(UL 2034) NOTE : G.C. TO COORDINATE LOCATION OF DEDICATED OUTLETS AND VENTS WITH FINAL LOCATION OF EQUIPMENT. 2 04' 4'8' 14" = 1'-0" (N) CLOTHES DRYER MOISTURE EXHAUST DUCT MUST BE 4 INCHES IN DIAMETER AND LENGTH IS LIMITED TO 14 FT WITH 2 ELBOWS. THE DUCT LENGTH SHALL BE REDUCED BY 2 FT FOR EVERY ELBOW IN EXCESS OF TWO (N) MIN 4" EXHAUST FAN VENT. MIN 50 CFM Ø2" DRAIN (N) MIN 7" METAL ROUND DUCT FOR HOOD VENT WITHOUT ELBOW TO OUTSIDE 4 N.T.S.3 N.T.S.N.T.S.5 N.T.S. TYPE OF APPLIANCE ELECTRICAL RANGE (240V) KITCHEN COUNTER TOP SMALL APPLIANCE BRANCH CIRCUIT (120V) COUNTER-MOUNTED ELECTRIC COOKING UNIT (240V) DISHWASHER (120V) GARBAGE DISPOSAL (120V) WALL-MOUNTED ELECTRIC OVEN (240V) MICROWAVE (120V) TRASH COMPACTOR (120V) BRANCH CIRCUIT RATING 50 AMPERES 20 AMPERES 30 AMPERES 15 - 20 AMPERES 15 AMPERES 30 - 40 AMPERES 20 AMPERES 15 AMPERES TYPICAL KITCHEN APPLIANCE BRANCH CIRCUITS SEPARATE CIRCUIT REQUIRED FOR EACH OF THE ABOVE APPLIANCES REFRIGERATOR DI S H W A S H E R , G A R B A G E D I S P O S A L CI R C U I T S U N D E R S I N K SINK PR I M A R Y F L U O R E S C E N T L I G H T I N G x RECEPTACLE OUTLETS ARE REQUIRED AT EACH COUNTER SPACE WIDER THAN 12 IN. SPACED SO THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 IN. FROM A RECEPTACLE. ISLAND AND PENINSULAR TYPE COUNTER TOPS ARE REQUIRED TO HAVE ONE RECEPTACLE FOR EACH 4 FEET OF COUNTER-TOP. COUNTER-TOP OUTLETS ARE REQUIRED TO BE GROUND FAULT CIRCUIT INTERRUPTED (GFCI) PROTECTED. OUTLETS IN THE KITCHEN ARE REQUIRED TO BE DIVIDED BETWEEN TWO 20 AMP. CIRCUITS. PRIMARY TASK LIGHTING IN THE KITCHEN MUST BE FLUORESCENT, HOWEVER; SECONDARY TASK LIGHTING MAY BE INCANDESCENT. PROVIDE DEDICATED CIRCUITS FOR MICROWAVE AND ELECTRIC OVEN. x EXCEPTION: RECEPTACLE OUTLETS SHALL NOT BE REQUIRED ON A WALL DIRECTLY BEHIND A RANGE, COUNTER-MOUNTED COOKING UNIT OR SINK IN THE INSTALLATION DESCRIBED IN FIGURE E3901.4.1. [210.52(C)(1) EXCEPTION] FIGURE E3901.4.1 DETERMINATION OF AREA BEHIND SINK OR RANGE COMPLIANCE x CULUS CERTIFIED TYPE IC SUITABLE FOR DIRECT CONTACT WITH AIR PERMEABLE INSULATION x NOT RECOMMENDED FOR USE IN DIRECT CONTACT WITH SPRAY FOAM INSULATION (REFERENCE NEMA LSD57-2013) x WET LOCATION LISTED AND IP44 INGRESS PROTECTION x AIRTIGHT PER ASTM-E283-04 x SUITABLE FOR USE IN CLOTHES CLOSETS WHEN INSTALLED IN ACCORDANCE WITH THE NEC 410.16 SPACING REQUIREMENTS x EMI/RFI EMISSIONS PER FCC 47CFR PART 15 CONSUMER LIMITS x CONTAINS NO MERCURY OR LEAD AND ROHS COMPLIANT x PHOTOMETRIC TESTING IN ACCORDANCE WITH IES LM-79-08 x LUMEN MAINTENANCE PROJECTIONS IN ACCORDANCE WITH IES LM-80-08 AND TM-21-11 x STATE OF CALIFORNIA TITLE 24 HIGH EFFICACY x LED COMPLIANCE UNDER JA8, REFERENCE MODERNIZED APPLIANCE EFFICIENCY DATABASE SYSTEM (MAEDBS) FOR 2016 JA8 HIGH EFFICACY LIGHTING x ENERGY STAR® CERTIFIED (REFERENCE “CERTIFIED LIGHT FIXTURES” DATABASE) HALO LED LIGHT HLB SERIES (OR APPROVED EQUAL)OUTLET MOUNTING HEIGHT 1136A.2 SWITCH AND CONTROL HEIGHTS CONTROLS OR SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, ALARMS OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48 INCHES (1219 MM) MEASURED FROM THE TOP OF THE OUTLET BOX NOR LESS THAN 15 INCHES (381 MM) MEASURED FROM THE BOTTOM OF THE OUTLET BOX TO THE LEVEL OF THE FINISHED FLOOR OR WORKING PLATFORM. IF THE REACH IS OVER A PHYSICAL BARRIER OR AN OBSTRUCTION (FOR EXAMPLE, A KITCHEN BASE CABINET) SWITCHES AND CONTROLS SHALL BE LOCATED WITHIN THE REACH RANGES SPECIFIED IN SECTION 1138A.3. PHYSICAL BARRIERS OR OBSTRUCTIONS SHALL NOT EXTEND MORE THAN 25 INCHES (635 MM) FROM THE WALL BENEATH A CONTROL OR SWITCH. x CABINETS SHALL BE ALLOWED TO EXTEND 24 INCHES FROM THE WALL BENEATH A CONTROL OR SWITCH WITH AN ADDITIONAL COUNTERTOP EXTENSION OF 1 1/2 INCHES FOR A MAXIMUM DIMENSION OF 25 1/2 INCHES (647.7 MM) IN DEPTH. x SWITCHES AND CONTROLS THAT DO NOT SATISFY THESE SPECIFICATIONS ARE ACCEPTABLE PROVIDED THAT COMPARABLE CONTROLS OR OUTLETS, THAT PERFORM THE SAME FUNCTIONS, ARE PROVIDED WITHIN THE SAME AREA AND ARE ACCESSIBLE. EXCEPTION: APPLIANCES (E.G., KITCHEN STOVES, DISHWASHERS, RANGE HOODS, MICROWAVE OVENS AND SIMILAR APPLIANCES) WHICH HAVE CONTROLS LOCATED ON THE APPLIANCE. FG FG (N) GAS SUPPLY VALVE. TYP. E t:hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϯ ^EdE͕ϵϮϳϬϯ >Kd/KEYZK ͗ 1401 W Highland St Unit# 33/7/2025 GN-1 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING P RIOR TO THE COMM ENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW NEW JADU ADDRESS: 1401 W HIGHLAND ST UNIT 3 SANTA ANA, CA 92703 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 01/06/25B PER BUILDING COMMENTS GENERAL NOTES CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Reserved. 4.106.4.2.2 Multifamily dwellings, hotels and motels 1. EV ready parking spaces with receptacles. a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations: 1. For 20-ampere receptacles, NEMA 6-20R 2. For 30-ampere receptacles, NEMA 14-30R 3. For 50-ampere receptacles, NEMA 14-50R 2. EV ready parking spaces with EV chargers. a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests. Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not less than 30 amperes. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location. EVCS spaces shall be designed to comply with the following: 1. The minimum length of each EVCS space shall be 18 feet (5486 mm). 2. The minimum width of each EVCS space shall be 9 feet (2743 mm). 3. One in every 25 EVCS spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following: a. The EVCS space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. b. The EVCS space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1. 4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces. In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 Reserved. 4.106.4.2.4 Reserved. 4.106.4.2.5 Electric vehicle ready space signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multi-family buildings. Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.” Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 X X X X X X X X X X X X X X X X X X X X X X X 'RFXVLJQ(QYHORSH,' ('&$%))'$)') '&'&% 1401 W Highland St Unit# 33/7/2025 GN-2 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING P RIOR TO THE COMM ENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW NEW JADU ADDRESS: 1401 W HIGHLAND ST UNIT 3 SANTA ANA, CA 92703 PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com LOCATION QR CODE: STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO 01/06/25B PER BUILDING COMMENTS GENERAL NOTES MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT 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 & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 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 VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & 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, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) X X X X X X X X X X X X X X X X X X X X X 'RFXVLJQ(QYHORSH,' ('&$%))'$)') '&'&% 1401 W Highland St Unit# 33/7/2025 GN-3 (N) JADU SHEET REV DATE DESCRIPTION 09/09/24A THERE SHALL BE NO CHANGES OR DEVIATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT IN C. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NOTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING PR IOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPONSIBLE FOR SAME. TH E S E D E S I G N S , D R A W I N G S A N D S P E C I F I C A T I O N S A R E T H E P R O P E R T Y A N D C O P Y R I G H T O F P L A N A N D P E R M I T I N C A N D S H A L L N O T B E U S E D I N C O N N EC T I O N W I T H A N Y O T H E R W O R K E X C E P T B Y A G R E E M E N T W I T H P L A N A N D P E RM I T I N C . B Y U S I N G T H E S E P L A N S , T H E U S E R A G R E E S T O R E L E A S E P L A N A N D P E R M I T I N C F R O M A N Y A N D A L L C L A I M S , L I A B I L I T I E S , S U I T S , A N D D E M A N D S O N A C C O U N T O F A N Y I N J U R Y , D A M A G E O R L O S S O R P E R S O N S O R P R O P E R T Y , I N C L U D I N G I N J U R Y O R D E A T H , O R E C O N O M I C L O S S E S , A R I S IN G O U T O F T H E U S E O F T H E S E P L A N S . FOR PLANNING REVIEW PLAN AND PERMIT INC. ARCHITECTURAL DESIGN SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 (714)-715-0923 biz@planandpermit.com STATE OF CALIFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO GENERAL NOTES ABBREVIATIONS 1. CONSTRUCTION WASTE REDUCTION, DISPOSAL, AND RECYCLING SHALL COMPLY WITH REQUIREMENT OF CALGREEN DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICENCY AND/OR AHJ REGULATIONS, WHICHEVER IS MORE STRICT. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS, AND CHECK GOVERNING AUTHORITIES SPECIFICATIONS FOR CONSTRUCTION INCLUDING REMOVAL OR RELOCATION OF EXISTING UTILITIES 3. CONTRACTOR SHALL GIVE NOTICES REQUIRED BY GOVERNMENTAL AUTHORITIES AND BY THE OWNER OR HIS REPRESENTATIVE. 4. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN (PRIOR TO) FINALIZING BIDS AND PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF "PLAN AND PERMIT INC" PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. NOTIFY PLAN AND PERMIT INC. PROMPTLY, SHOULD ANY QUESTIONS ARISE PERTAINING TO THE PLANS, OR IF CONDITIONS ARE FOUND THAT MAY PREVENT THE PROPER EXECUTION OF ANY PORTION OF THE WORK. THE CONTRACTOR SHALL CORRECT ALL ERRORS, DISCREPANCIES, OR OMISSIONS WHICH RESULT FROM HIS FAILURE TO NOTIFY "PLAN AND PERMIT INC". BEFORE STARTING FABRICATION OR INSTALLATION OF ANY ITEM OR WORK. 5. CONTRACTOR SHALL NOTIFY DESIGNER OF ANTICIPATED FINAL INSPECTION DATE TWO WEEKS IN ADVANCE, IN WRITING. 6. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING SHORING AND TEMPORARY BRACING AND TAKE ALL NECESSARY MEASURES TO INSURE THE SAFETY OF ALL PERSONS AND STRUCTURES NEXT TO THE SITE. CARE SHALL BE TAKEN TO PROTECT FROM ANY DAMAGE ALL TREES AND VEGETATION ON SITE AND ON ADJOINING PROPERTIES. ANY TRIMMING OR OTHER ALTERATION DONE TO TREES SHALL BE DONE SO ONLY BY APPROVAL OF THE OWNER. 7. "PLAN AND PERMIT INC" SHALL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO THE PLANS, CODES, REGULATIONS AND LAWS, OR FOR THE PERFORMANCE OF THE CONTRACTOR IN A TIMELY AND SATISFACTORY MANNER. 8. "PLAN AND PERMIT INC" WILL NOT PROVIDE REGULAR ON SITE CONTRACT ADMINISTRATION AND IS AVAILABLE ONLY AT REQUEST OF THE OWNER. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR QUALITY CONTROL AND CONSTRUCTION STANDARDS FOR THIS PROJECT. 9. THESE PLANS ARE FOR GENERAL CONSTRUCTION PURPOSES ONLY. THEY ARE NOT EXHAUSTIVELY DETAILED NOR FULLY SPECIFIED. THE DRAWINGS WERE PREPARED TO A LEVEL OF COMPLETION SATISFACTORY FOR BUILDING PERMIT PURPOSES AND FOR CONSTRUCTION BY A KNOWLEDGEABLE AND EXPERIENCED CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR PREPARATION OF ANY SUPPLEMENTAL PRODUCT SPECIFICATIONS, COORDINATION AND INSTALLATION OF ALL MATERIALS AND EQUIPMENT. 10.CONTRACTOR SHALL DELIVER TO OWNER, UPON PROJECT CLOSE-OUT THE PERMIT AND RECORD (AS-BUILT) SETS OF PLANS TOGETHER WITH OPERATION AND MAINTENANCE DATA, WARRANTIES, BONDS IF APPLICABLE, CERTIFICATES OF COMPLIANCE REQUIRED BY REGULATORY AUTHORITIES AND SUCH OTHER PROJECT RECORDS AS MAY BE REQUESTED BY THE OWNER. 11.CLEAN-UP: THE CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE BUILDING SITE AND INSIDE BUILDING THE WORK AS CLEAR OF RUBBISH AS POSSIBLE DURING THE COURSE OF THE WORK. BEFORE FINAL NOTICE OF COMPLETION, THE BUILDING WILL BE FULLY CLEANED, INCLUDING ALL GLASS POLISHED, SCRUBBED AND CLEANED, AND THE BUILDING SHALL BE SUITABLE FOR IMMEDIATE OCCUPANCY BY OWNER. CONTRACTOR AND SUBCONTRACTOR SHALL MAINTAIN THE PREMISES, CLEAN AND FREE OF ALL TRASH AND DEBRIS, AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVER-SPRAY, DUST, ETC. SHALL PROVIDE ADEQUATE TRASH CONTAINERS FOR THE DISPOSAL OF UNUSED MATERIAL AND TRASH. 12.PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 13.DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS AND/OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. 14.DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 15.CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT DOCUMENTS. 16.CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER CONTRACT, UNLESS OTHERWISE NOTED. 17.CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. 18.CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 19.GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE WORK OF ALL OF OWNER'S SUBCONTRACTORS AND FIXTURE CONTRACTORS INCLUDING THE PERFORMANCE OF SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK. 20.INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 21.TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 22.ALL NEW GLAZING (PENETRATIONS) WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE U - VALUE. 23.MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. 24.IN DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND EQUIPMENT. 25.SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED MATERIALS. 26.KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF CONSTRUCTION. 27.ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO APPLICABLE REGULATORY AUTHORITIES. 28.CONTRACTOR TO VERIFY IN FIELD EXISTING CONDITION STRUCTURAL SYSTEM AND PROPOSED SCOPE OF WORK (DEMOLITION). CONTRACTOR ON DISCOVERY OF DISCREPANCY BETWEEN PROPOSED SCOPE AND EXISTING CONDITION WILL NOTIFY IMMEDIATE ARCHITECT AND STRUCTURAL ENGINEER. 29.CONTRACTOR TO COORDINATE LOCATION OF DEDICATED OUTLETS AND VENTS WITH FINAL LOCATION OF EQUIPMENT. 30.CONTRACTOR TO COORDINATE ROUTING OF VENTS AND EXHAUST DUCTING TO ROOF AND/OR EXTERIOR WALL PER (E) CONDITION. 31.CONTRACTOR TO COORDINATE 2X FRAMING PER STRUCTURAL AND T24 SHEETS. 32.CONTRACTOR TO COORDINATED REQUIRED RO PER WINDOW AND DOOR SCHEDULE. 33.GENERAL CONTRACTOR TO COORDINATE ROUTING OF NEW ELECTRICAL, GAS, AND PLUMING LINES (AS NEEDED) PER PROPOSED SCOPE OF WORK. 34.ALL FIRE RATED PARTITION FRAMING TO CONTINUE TO THE UNDERSIDE OF ROOF SHEATHING OR SUB FLOOR ABOVE. 35.. GC WILL COORDINATE REMOVAL OF EXISING HARDSCAPE AND LANDSCAPE PER PROPOSED SCOPE OF WORK GENERAL NOTES 30.CONTRACTOR SHALL ENSURE THAT ALL WORK IS PERFORMED IN A PROFESSIONAL AND WORKMANLIKE MANNER BY SKILLED MECHANICS OF THE TRADE AND SHALL REPLACE ANY ITEMS DAMAGED BY THE CONTRACTOR ' S OR SUBCONTRACTORS ' PERFORMANCE AT NO ADDITIONAL COST TO THE OWNER . 31.SUBCONTRACTORS AND SUPPLIERS ARE HEREBY NOTIFIED THAT THEY ARE TO CONFER AND COOPERATE FULLY WITH EACH OTHER DURING THE COURSE OF CONSTRUCTION TO DETERMINE THE EXACT EXTENT AND OVERLAP OF EACH OTHER'S WORK AND TO SUCCESSFULLY COMPLETE THE EXECUTION OF THE WORK AND IN A TIMELY MANNER. 32.CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, AND FOR THE SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. FIELD OBSERVATIONS BY PLAN AND PERMIT INC. OR STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS REVIEWING NOR APPROVING THE SAME. 33.CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY SHORING, BRACING, SUPPORTS, ETC., AS MAY BE REQUIRED TO SAFELY COMPLETE THE CONSTRUCTION PROCESS, AND SHALL BE RESPONSIBLE FOR THE DESIGN, ADEQUACY, AND SAFETY OF THIS WORK. FIELD OBSERVATIONS BY PLAN AND PERMIT INC. OR STRUCTURAL ENGINEER SHALL NOT INCLUDE ITEMS AS STATED HEREIN. 34.NO STORAGE OR PLACEMENT OF HAZARDOUS, TOXIC, CARCINOGENIC, OR FLAMMABLE MATERIALS SHALL BE PERMITTED ON THE SITE. DISPOSAL OF SAID MATERIALS SHALL BE IN A SAFE MANNER AND SHALL COMPLY WITH ALL CURRENT APPLICABLE LAWS AND REGULATIONS. 35.CONTRACTOR SHALL INSPECT AND VERIFY THAT THE PROJECT WORK SPACE IS ASBESTOS FREE. THE CONTRACTOR MUST NOTIFY THE CITY OFFICIALS, OWNER AND DESIGNER IMMEDIATELY, IF THE PRESENCE OF ASBESTOS, OR ANY HAZARDOUS MATERIAL IS DETECTED OR SUSPECTED. 36.PLAN AND PERMIT INC. DOES NOT GUARANTEE THE GENERAL CONTRACTOR'S AND /OR SUBCONTRACTORS' PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS PERFORMANCE, INCOMPETENCE, OR ERRORS OR OMISSIONS OR COMMISSION OF THE SUBCONTRACTOR. 37.THIS IS A BUILDERS SET OF DRAWINGS. THESE NOTES ARE TO PROVIDE GENERAL INFORMATION ONLY. SPECIFICATIONS ARE TO BE PROVIDED BY OWNER. FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE LETTING OF CONTRACTS AND SUBCONTRACTS, THE NOTES ARE SEPARATE, NOT TITLED SECTIONS. SUCH SEPARATIONS SHALL NOT OPERATE TO MAKE PLAN AND PERMIT INC. OR ARBITER TO ESTABLISH LIMITS BETWEEN THE CONTRACTOR AND SUBCONTRACTORS. DEFINITIONS 1. THE DESIGN AND WORK SHALL COMPLY WITH THE LATEST ADOPTED EDITIONS OF THE CALIFORNIA BUILDING STANDARDS CODE FOUND IN STATE OF CALIFORNIA TITLE 24 CCR AS AMENDED AND ADOPTED BY THE CITY. HAVING JURISDICTION (SEE MUNICIPAL CODE). IN THE CASE OF CONFLICT WITH THESE REGULATIONS AND THE CONTRACT DOCUMENTS, THE MOST RESTRICTIVE SHALL APPLY 2. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART OF THE WORK TO BE DONE THE DETAILS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 3.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITY SERVICES IN THE AREA TO BE EXCAVATED (ABOVE AND BELOW GRADE) PRIOR TO COMMENCING THE WORK TO BE DONE. 4. SHOULD ANY LOOSE FILL / EXPANSIVE SOIL / GROUND WATER OR OTHER DANGEROUS CONDITIONS BE ENCOUNTERED DURING SITE EXCAVATION THE GENERAL CONTRACTOR, OWNER AND ENGINEER SHALL BE NOTIFIED AND ALL WORK SHALL CEASE IMMEDIATELY. 5. SMOKE AND CARBON MONOXIDE DETECTORS ARE REQUIRED IN THE HALL/AREA SERVICING EACH SLEEPING AREA. BATTERY OPERATED DETECTORS ARE ACCEPTABLE FOR EXISTING CONSTRUCTION. 6. INTERIOR WALLS AND CEILING FINISH FLAME SPREAD RATING SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODES, ORDINANCE, RULES AND REGULATIONS. 7. THE CONSTRUCTION, REMODEL, OR DEMOLITION OF BUILDING SHALL COMPLY WITH REQUIRED CODE. 8. THE CONTRACTOR, BEFORE COMMENCING WORK, SHALL NOTIFY THE OWNER IN WRITING OF ANY WORK CANNOT BE FULLY GUARANTEED OR EXECUTED WITHIN THE INTENT OF THE DRAWINGS PRIOR TO BID SUBMITTAL. 9. ALL CONSTRUCTION SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS' SPECIFICATIONS. ALL DISCREPANCIES BETWEEN THESE SPECIFICATIONS AND THE CONTRACT DOCUMENTS PREPARED BY PLAN AND PERMIT INC. AND HIS CONSULTANTS SHALL BE BROUGHT TO THE ATTENTION OF DESIGNER IN WRITING BEFORE COMMENCING WORK. 10.REFERENCE TO PRODUCT MANUFACTURER OR TRADE NAMES ARE FOR MINIMUM PERFORMANCE SPECIFICATION ONLY. SUBMITTAL EQUALS MAY BE ALLOWED UPON APPROVAL BY PLAN AND PERMIT INC.. MATERIAL SUBSTITUTIONS MADE BY THE CONTRACTOR WITHOUT WRITTEN APPROVAL BY PLAN AND PERMIT INC. SHALL NOT BE RESPONSIBILITY OR OF RELATED MATERIALS AND DETAILS. 11.CUTTING AND PATCHING INCLUDES CUTTING INTO EXISTING CONSTRUCTION TO PROVIDE FOR INSTALLATION OR PERFORMANCE OF OTHER WORK AND SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO THEIR ORIGINAL CONDITION. USE MATERIALS FOR CUTTING AND PATCHING IDENTICAL TO EXISTING MATERIALS. 12.DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER THAT WOULD RESULT IN A REDUCTION OF CARRYING CAPACITY OR LOAD-DEFLECTION RATIO. SUBMIT PROPOSAL AND OBTAIN ENGINEER'S APPROVAL BEFORE PROCEEDING WITH CUT AND PATCH OF STRUCTURAL WORK. 13.ALL DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALE SHOWN ON THE PLANS. DIMENSIONS ARE TO FACE OF STUDS, FACE OF FOUNDATION, FACE OF CONCRETE BLOCK TOP OF SLAB, OR CENTER OF OPENINGS, U.N.O .. DO NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY DIMENSIONS AND REVIEW ANY CONFLICTS OR DISCREPANCIES WITH PLAN AND PERMIT INC. PRIOR TO COMMENCEMENT OF WORK. 14.THE ARCHITECTURAL SITE PLAN IS NOT A SURVEY. IT IS BASED ON SITE INFORMATION PROVIDED BY THE OWNER FOR BUILDING DEPARTMENT REFERENCE ONLY. ON-SITE VERIFICATION OF ALL DIMENSIONS, ALL EXISTING CONDITIONS, GROUND WATER, EXISTING IMPROVEMENTS, PROPERTY LINES, EASEMENTS, SETBACKS, EXISTING UTILITIES AND SUBSTRUCTURES IS THE RESPONSIBILITY OF THE CONTRACTOR. 15.ONLY NOTED DIMENSIONS ARE TO BE USED FOR CONSTRUCTION PURPOSES. DO NOT SCALE DRAWINGS. OBTAIN CLARIFICATION OF DIMENSIONS FROM DESIGNER WHEN NECESSARY. ERRORS CAUSED BY SCALED DIMENSIONS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE. 16.MAINTAIN ON THE JOB SITE, IN GOOD ORDER, ONE COPY OF ALL PLANS AND MODIFICATIONS THERETO, (AS-BUILT) FIELD TEST RECORDS AND INSPECTION REPORTS, CORRESPONDENCE PERTAINING TO THE WORK ON SITE AND PERMITS, AND PERMITS, AND PERMIT SETS OF PLANS FOR THE USE OF BUILDING OFFICIALS. FIRE DEPARTMENT NOTES 1. THE CONTRACTOR SHALL PROVIDE HIGH PERFORMANCE FIRE STOP SYSTEM AT ALL FIRE RATED PENETRATION INSTALLED PER MANUFACTURE'S LATEST INSTALLATION SPECIFICATION. 2. ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL BE CONSTRUCTED SO AS TO MAINTAIN AN EQUAL OR GREATER FIRE RATING. 3. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC ARTICLE 87. [CFC 8701] 4. ADDRESS SHALL BE PROVIDED FOR ALL NEW AND EXISTING BUILDINGS IN A POSITION AS TO BE PLAINLY SEEN VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY [CFC 901.4.4, FHPS POLICY P-00-6] 5. DECORATIVE MATERIALS SHALL BE MAINTAINED IN A FLAME-RETARDANT CONDITION. [CALIF. CODE OF REGS., TITLE 19, 3.08, 3.21, CEC 2501.5] 6. CONTRACTOR SHALL CONTACT THE COUNTY FIRE AUTHORITY FOR AN INSPECTION UPON COMPLETION OF WORK. CONTRACTORS NOTES DOUBLE MICROWAVE AND WARMING & @ ° Ø % # (E) (N) AA A/C AND AT DEGREES DIAMETER PERCENT POUND OR NUMBER EXISTING NEW ATTIC ACCESS AIR CONDITIONING AD AL APN ARCH AWG BBQ BLDG BTU CAB CLG CMU CONC AREA DRAIN ALUMINUM ASSESSORS PARCEL NUMBER ARCHITECT AWNING BARBEQUE BUILDING BRITISH THERMAL UNIT CABINET CEILING CONCRETE MASONRY UNIT CONCRETE CSMT CASEMENT DEMO DIA DIM DS DV D/W ELEC M DIAMETER DIMENSION DOWNSPOUT DRYER VENT DISHWASHER ELECTRICAL ELECTRICAL METER FAU FD FF FGR FLR FP FR FT FTG FXD GAL GB GI GL G GWB GYP HB HDR FORCED AIR UNIT FLOOR DRAIN FINISH FLOOR FINISH GRADE FLOOR FIREPLACE FIRE RATED FOOT/FEET FOOTING FIXED GALLON GYPSUM BOARD GALVANIZED IRON GLASS GAS METER GYPSUM WALL BOARD GYPSUM HOSE BIBB HEADER HR HT INSUL IN KIT MAX MECH HOUR HEIGHT INSULATION INCH KITCHEN MAXIMUM MECHANICAL MFR MIN MTL MW N/A MANUFACTURER MINIMUM METAL MICROWAVE NOT APPLICABLE PL P/L PLY RA RD REF REV SA SEC SF SFD SH SPEC SQ PLATE PROPERTY LINE PLYWOOD RETURN AIR ROOF DRAIN REFRIGERATOR REVISION SUPPLY AIR SECTION SQUARE FEET SINGLE FAMILY DWELLING SINGLE HUNG SPECIFICATIONS SQUARE STR STRG SYSB T TG STRUCTURAL STORAGE SIDE YARD SETBACK THERMOSTAT TEMPERED GLASS TV TYP TWH U/ U/C VIF W/ TELEVISION TYPICAL TANKLESS WATER HEATER UNDER UNDER COUNTER VERIFY IN FIELD WITH WH WATER HEATER W.I.C W&D WALK - IN CLOSET WASHER AND DRYER DEMOLITION SL SLIDING DWY DRIVEWAY CTDL CATHEDRAL SLPD SLOPED D/MWO DOUBLE OVEN AND MICROWAVE WSOFT WATER SOFTENER CRAWL SPACE ACCESSCA W WATER METER REQ REQUIRED CALCULATIONCALC ADU ACCESSORY DWELLING UNIT D/M&O E t:hZ ^^͗ ϭϰϬϭt,/',>E^dhE/dϯ ^EdE͕ϵϮϳϬϯ >Kd/KEYZK ͗ 1401 W Highland St Unit# 33/7/2025 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: Projec t Address : DRAWN BY: MARAL RAHMANI PLAN AND PERMIT INC. DESIGN AND DRAFTING SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 MEHRUN ABBASSI (714)-715-0923 biz@planandpermit.com T24.1 TITLE 24 COMPLIANCE Project Number: Issue Date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his 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. 4 (4(5 ( 2 3 $ . 15 ! " " !" # $!% &'"!($!% )'( *** $+ ,!%- !( . /& ! 0011 + ! $ .%'21$2%! !%( +1 ' !%( !- 3 $2%! ! ( ***(4(4 #@ 8 8 @ 3' 8! )) ! 3 3' 25 2A6 4.$ '5 )) ! 3 * 3' 2$5 2A*4.$ '5 "!) ! 3 3' 25 2A6 4.$ '5 "!) ! 3 * 3' 2$5 2A*4.$ '5 " 3 25 " 3 2$5 " 3 4 4 " 3 4 44 4 B * 8 6 8 6 C 3 5 5 5 5 . 8 < 4 : 7 ' ) .. ' " -9(--9(- >; ! 6' : 7 ' ) 3> 3 "" 9 D A 3 4 4 3 )! ) 3> 3 5 5 %09-%%09-% 4 (4(5 ( 2 3 ! " " !" # 8 8 @ 3' 8! )) ! 3 3' 25 2A6 4.$ '5 )) ! 3 * * 33333'' 2$5 2A2A2AAA*4***.$'' ' ' '55555 "!))))! ! ! ! ! 3 3 3 3 3 3'3''2255555 2A2A2A2A2A66666 4 4 4 4 4.$$$$ '''55555 "!) ! 3 * 3' 2$5 2A*4.$ '5 " 3 25 " 3 2 3 4 4 3 4444 4 4 4 B * 8888 8 6 8 6 3 5 5 5 5 5 5 5 . 4 : 7 ' ) ' " -----99(-----9(- 4 ; ! 6' : 7 ' 3> 3 " 9 D A 3 4 5 5 3 )! ) 3> 3 % &'"!($!% )'( *** $+ ,!%- !( ! 0011 + ! $ .%'21$2%! !%( +1 ' !%( !- 3 $2%! ! ( ***(4( %09-%%09-% 424-P010276982A-000-000-0000000-0000 11/09/2024 09:55 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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his 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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his 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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his 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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his 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. 1401 W HIGHLAND AVE. UNIT 3 SANTA ANA, CA 92703 LUTI PROPERTIES 010 LLC. 9891 IRVINE CENTER DR STE 200 IRVINE, CA 92618 Maral Rahmani Digitally signed by Maral Rahmani DN: C=US, E=mrahmani@dlrgroup.com, O=DLR Group, OU=Mechanical, CN=Maral Rahmani Date: 2023.03.23 21:11:44-07'00' Project Location 1401 W Highland Ave Unit 3 , Santa Ana, CA 92703 1401 W Highland St Unit# 33/7/2025 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a co r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: DRAWN BY: MARAL RAHMANI PLAN AND PERMIT INC. DESIGN AND DRAFTING SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 MEHRUN ABBASSI (714)-715-0923 biz@planandpermit.com T24.2 TITLE 24 COMPLIANCE Project Number: Issue Date: PROPERTY OWNER: 75-241003-01 10/3/2024 4 (4(5 ( 2 3 - . 15 ! " " !" # $!% &'"!($!% )'( *** $+ ,!%- !( . /& ! 0011 + ! $ .%'21$2%! !%( +1 ' !%( !- 3 $2%! ! ( ***(4(4 # @ $%&(+-0 1 $ '! '" 3 8 3 ? " 3 8 3 ? " ! 7 ? ) >! '" ! * . ) : ! 3 ) : ! 3 * '! 9 : B +, B 2&'2 1%% ,&'2 +' ,&'2 +' ))) # % * 8 $ % & ( + - 0 1 $ % '! '" 7 . 8 ! 3 3 , ' ) "!! '" * . 3 .. ' '" 4 $4 " &- " - 3 .. ' '" 4 $ 4 $4 ,&'2 +' B& 2 , &1 +,> 64 6 $+ $ 4 % F%+ +2 ,&'2 +' ! 2&'2 * 8 * $ % & ( + - 0 1 * . ) . / . / 3 * . ) 4$* . ) 4$ * . ) . 3 >3 * . ) 4 $ * . ) 3 " &- * . ) 3 " - B8 @ 2B5 $ % & ( + - 0 1 / 3 8 . / 2 5 .. ' 2C4 5 B '" )! 4 3' ;'G B ;' .. ; !! 4 )! ) !" 'G * . ! +>' ? $2 68 # & % ) ) ) % G 4 (4(5 ( 2 3 ! " " !" # # @ $%&(+-0 1 '! '" 3 8 3 ? " 3 83 83 83 83 8 3 ? " !!!!! 777 7 ? ) >! '" ! * . ) : ! 3 ) : ! '! B B 2&'2 1%% ,&'2 +' ,&'''''2 +'))) # % 8 $%&(((+----0 11111 $% '! '" 7 . 8 ! 3 33333 , ' ) "!! '" * . 3333 .. '' ''''" 4444 $4$4$4$4$4 """" &-----"- 3 ..... ''''' '''''""""" 44444 $$$$$ 4 $444 ,&'2 ' B& 2 , &1+,>646464646466666 $++++ + $4 % F%+ +2 ,&'2 + ! 2&' 8 * $%&(+-0 1 * . ) . / . / 3***** . . . . .))))4$$$$** . ) 4$ * ... . .))))). 3333 >>>>>3 ***** . ) 4 $ * . ) 3 " &- * . ) " % &'"!($!% )'( *** $+ ,!%- !( ! 0011 + ! $ .%'21$2%! !%( +1 ' !%( !- 3 $2%! ! ( ***(4( B8 @ 2B5 $%&(+-0 1 3 8 . / 2 5 .. ' 2C4 5 B '" )! 4 3' ;'G B ;' .. ; !! 4 )! ) !" 'G * . ' ? $2 68 # & %) ) ) %G 424-P010276982A-000-000-0000000-0000 11/09/2024 09:55 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. 4 (4(5 ( 2 3 0 . 15 ! " " !" # $!% &'"!($!% )'( *** $+ ,!%- !( . /& ! 0011 + ! $ .%'21$2%! !%( +1 ' !%( !- 3 $2%! ! ( ***(4(4 * H # B8 @ 2B5 * $ % & ( + - . / 2 5 .. ' 2C4 5 B '" )! 4 3' ;'G B ;' .. ; !! B ;' .. ; !! B ;' .. ; !! B ;' .. ; !! 4 (4(5 ( 2 3 ! " " !" # * H # B8 @ 2B5 * $%%%%%&&&&&((((+- . / 2 5 .. ' 2' 2222CC4 55 B ; .. ; !! ;' .. ; % &'"!($!% )'( *** $+ ,!%- !( ! 0011 + ! $ .%'21$2%! !%( +1 ' !%( !- 3 $2%! ! ( ***(4( B ;' .. ; !! B ;' .. ; !! )!4 3' ;'GB B B B B '" 424-P010276982A-000-000-0000000-0000 11/09/2024 09:55 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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aral Rahmani Title24 Experts 11/08/2024 7518 Jumilla Ave. Winnetka, CA 91306 3105044878 Mehrun Abbassi Plan and Permit Inc 11/09/2024 9891 Irvine Center Dr Ste 200 Irvine, CA 92618 7147150923 424-P010276982A-000-000-0000000-0000 11/09/2024 09:55 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 ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. LUTI PROPERTIES 010 LLC. Projec t Address : 1401 W HIGHLAND AVE. UNIT 3 SANTA ANA, CA 92703 9891 IRVINE CENTER DR STE 200 IRVINE, CA 92618 1401 W Highland St Unit# 33/7/2025 En g i n e e r i n g P l a n n i n g T i t l e 2 4 © , N i k a n D e s i g n G r o u p . i n c . , a C a l i f o r n i a c o r p o r a t i o n , A L L R I G H T S R E S E R V E D Title 24 Experts Nikan Design Group Inc. 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 20 2 3 Title 24 Compliance: Nikan Design Group Inc. (Title 24 Experts) 7518 Jumilla Ave. Winnetka, CA 91306 818-561-9333 Client: DRAWN BY: MARAL RAHMANI PLAN AND PERMIT INC. DESIGN AND DRAFTING SERVICES 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 MEHRUN ABBASSI (714)-715-0923 biz@planandpermit.com T24.3 TITLE 24 COMPLIANCE Project Number: Issue Date: PROPERTY OWNER: 75-241003-01 10/3/2024 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. 7518 JUMILLA AVE. 9891 IRVINE CENTER DR #200 IRVINE, CA 92618 PLAN AND PERMIT Inc. Maral Rahmani 714-715-0923 1401 W HIGHLAND AVE. UNIT 3 SANTA ANA, CA 92703 11/8/2024 75-241003-01 WINNETKA, CA 91306 818-561-9333 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 Existing 134 Page 11 of 17 11/8/2024 none 6.5% Existing 1401 W HIGHLAND AVE_JADU Wall Wood Framed Wall R 15 Wood Framed none ✔ 0 27 n/a CA Climate Zone 08 - no insulation 10.0 Left (W)14.0 0.300 0.23 Existing 1 Existing ✔ (E) MINI SPLIT MAIN UNIT Ducted Wall Opaque Door Roof R 15 Wood Framed Rafter R 15 32 R 30 Existing Existing 0.300 0.23 417 N/A Existing Existing R-5 Ducted 16.0 SEER2 40 Perim = 60'Existing 149 Slab Unheated Slab-on-Grade none none 1 none Electric Heat Pump Right (E) Rear (N)3.0 n/a 417 Existing Existing Door Wood Framed Wall R 15 Wood Framed 1401 W HIGHLAND AVE. UNIT 2 SANTA 130 417 N/A 14.00 HSPF2 0.00 Split Heat Pump User Number: 20127 0.300 none 0.23 N/A Setback Existing Existing Wall ID: 75-241003-01 R 15 Wood Framed EnergyPro 9.3 by EnergySoft 32 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.Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or 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). §110.6(b):Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * §110.7:Air Leakage.All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. §110.8(a):Insulation Certification by Manufacturers.Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g):Insulation Requirements for Heated Slab Floors.Heated slab floors must be insulated per the requirements of § 110.8(g). §110.8(i):Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the 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. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. §150.0(a): 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 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 * § 150.0(b):Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. §150.0(c): Wall Insulation.Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or 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.Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * §150.0(f): Slab Edge Insulation.Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from §150.0(g)1:Vapor Retarder.In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(g)2:Vapor Retarder.In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. §150.0(q):Fenestration Products.Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. * 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)1:Closable Doors.Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. §150.0(e)2:Combustion Intake.Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. * §150.0(e)3:Flue Damper.Masonry or factory-built fireplaces must have a flue damper with a readily accessible control.* Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3:Certification.Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other 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.* §110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance 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.All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * § 110.3(c)3: Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating. §110.3(c)6:Isolation Valves.Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances and spa heaters. Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, 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 manufacturer’s instructions. § 150.0(j)1: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water 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` non-crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must 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 Ducts and Fans: § 110.8(d)3: Ducts.Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC these spaces must not be compressed.* § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, 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, 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, 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. cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating. § 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 Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 filter. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have EH&)0SHU 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-KDQGOLQJXQLWIDQHIILFDF\ZDWWVSHU&)0)LHOGYHULILFDWLRQWHVWLQJLVUHTXLUHGLQDFFRUGDQFHZLWK Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1:Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- compliance with §150.0(o)1C. Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses .Single-family detached dwelling units, § 150.0(o)1G:Local Mechanical Exhaust.Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- §150.0(o)1Gvi. * § 150.0(o)1H&I:Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems.The airflow required per § 150.0(o)1C must 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, rates and sound requirements per §150.0(o)1G Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers.Any pool or spa heating system or equipment must be certified to have all of the following: compliance use electric resistanceheating. * 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 dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2:Covers.Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools.Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5:Pilot Light.Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation.Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves. Lighting: § 110.9: Lighting Controls and Components.All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9. Luminaire Efficacy.All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B:Screw based luminaires.Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8.* 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 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a 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 hoods) must meet the applicable requirements of § 150.0(k). 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 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 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 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 on and off. * Multiple Controls.Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with § 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, in § 150.0(k)2A. Automatic Shutoff Controls.In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire 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- sources in these spaces must compl with NEMA SSL 7A. Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting 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 that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. Internally illuminated address signs.Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power. Residential Garages for Eight or More Vehicles.Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Solar Readiness: § 110.10(a)1: Single-family Residences.Single-family residences located in subdivisions with 10 or more single-family residences and where the 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 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 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 solar zone, measured in the vertical plane. Structural Design Loads on Construction Documents.For areas of the roof designated as a solar zone, the structural design loads for roof 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 residences and central water-heatin s stems, a pathwa reserved for routin plumbin from the solar zone to the water-heatin s stem. Documentation.A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be § 110.10(e)1:Main Electrical Service Panel.The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel.The main electrical service panel must have a reserved space to allow for the installation of a double pole Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s)Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection 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. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated 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. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 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. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A 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) 36,000 5,184 0 cfm 0 169 400.0 0 55 / 54 ºF 11/8/2024 139.0 86.3 Supply Fan 75 / 61 ºF 0 Aug 3 PM 0 32,697 0.00 38AUQA36A0B5-0A0A0 55 / 54 ºF 0 75 / 61 ºF 0 169 138 0 1,200 68 ºF 36,000 95 1401 W HIGHLAND AVE_JADU 36,000 75 / 61 ºF 26,896 95 799 33 ºF 799 1,200 cfm Heating Coil 1,200 95 ºF 168 3.0 (E) MINI SPLIT MAIN UNIT 417 Supply Fan 0 4,846 Outside Air 26,896 3,149 2,959 68 ºF 0 202 68 ºF 32,697 Jan 1 AM 45.7% 1 2.88 Outside Air Cooling Coil 86.3 75 / 61 ºF 1,200 cfm 0 0 cfm 68 ºF 95 ºF 91 / 68 ºF 36,000 0.0% 202 LUTI PROPERTIES 010 LLC. 9891 IRVINE CENTER DR STE 200 IRVINE, CA 92618 Projec t Address : 1401 W HIGHLAND AVE. UNIT 3 SANTA ANA, CA 92703 1401 W Highland St Unit# 33/7/2025 Valerie Amezcua Mayor vamezcua@santa-ana.org Thai Viet Phan Mayor Pro Tem, Ward 1 tphan@santa-ana.org Benjamin Vazquez Ward 2 bvazquez@santa-ana.org Jessie Lopez Ward 3 jessielopez@santa-ana.org Phil Bacerra Ward 4 pbacerra@santa-ana.org Johnathan Ryan Hernandez Ward 5 jryanhernandez@santa-ana.org David Penaloza Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall October 2, 2024 Also sent via email to: biz@planandpermit.com Luti Properties 010 LLC 9891 Irvine Center Drive Suite 200 Irvine, CA 92618 Subject: Address Assignment for an Accessory Dwelling Unit and Junior Accessory Dwelling Unit located at 1401 West Highland Street (APN: 109-344-25) in Santa Ana, CA Dear Ron, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for an ADU and JADU located at 1401 West Highland Street (APN: 109-344-25). Notice is hereby given that the following assigned addresses shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Addresses to be Activated/Posted 1. 1401 West Highland Street, Unit 2 (Address for New JADU) 2. 1401 West Highland Street, Unit 3 (New Address for the ADU) To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Addresses will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 664-2753 or by email at PRaj@santa-ana.org. Sincerely, Punkaj Raj Planning Technician Exhibit A – Address Plan SANTA ANA CITY COUNCIL 1401 W Highland St Unit# 33/7/2025 Address Letter for 1401 West Highland Street Page 2 of 2 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner 1401 W Highland St Unit# 33/7/2025 U P H H P U W W W W W s s s s s s s s s CA 24"X16". CA 24"X16". (E) SINGLE-FAMILY DWELLING 1401 W HIGHLAND STREET EXHIBIT A: ADDRESS PLAN (E) GARAGE (E) ADU 1401 W HIGHLAND STREET UNIT 3 (FORMERLY UNIT 2) (N) JADU 1401 W HIGHLAND STREET, UNIT 2 1401 W Highland St Unit# 33/7/2025 1401 W Highland St Unit# 33/7/2025 1401 W Highland St Unit# 33/7/2025