The URL can be used to link to this page

Home My WebLink About1401 W Highland St & #2 - PlanW W W s s s s s s W H P U H P U W s s s T-1 SHEET REV DATE DESCRIPTION 11/14/23A 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIA 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 PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 TITLE SHEET SHEET INDEX: THE CITY OF SANTA ANA W HIGHLAND ST (E) MAIN DWELLING: 1401 W HIGHLAND ST, SANTA ANA, CA 92703 SITE NOT TO SCALE SITE SITE NOT TO SCALE P/ L: 1 0 5 . 5 9 ' LANDSCAPING ±1555 SF MULCH AND SUCCULENTS. TYP. (E) MAIN DWELLING AWNINGS 21 SF (E) GARAGE AD JA C E N T PR OP E R T Y NO T IN SCOP E OF WO R K (E) DRIVEWAY (E) EAVE LINE MAP AERIAL VIEWVICINITY MAP A-2 MAIN DWELLING ROOF PLANS T-1 TITLE SHEET GN-2 GENERAL NOTES GN-1 GENERAL NOTES A-3 U-1 D-2 DETAILS A-1 MAIN DWELLING FLOOR PLANS A-4 D-1 DETAILS MAIN DWELLING ELEVATIONS, SECTIONS & DETAILS GN-3 GENERAL NOTES MAIN DWELLING UTILITY PLANS T24.1 T24.4 TITLE 24 COMPLIANCE (BY OTHERS) T24.2 TITLE 24 COMPLIANCE (BY OTHERS) T24.3 TITLE 24 COMPLIANCE (BY OTHERS) T24.5 2 PROPOSED SITE PLAN 0 8' 8' 16' 18" = 1'-0" P/L: 12 8.93' AD J A C E NT PRO PERTY NO T IN SCO P E OF WO RK P/L: 119.43' ADJACENT PROPERTY NOT IN SCOPE OF WORK BUILDING INFORMATION: (E) LANDSCAPING ±1132 SF PROPOSED MAIN DWELLING FLOOR AREA: NUMBER OF STORIES: EXISTING MAIN DWELLING AREA (PER ASSESSORS): YEAR BUILDING WAS CONSTRUCTED: 1 1474 SF APN: LOT AREA: TYPE OF CONSTRUCTION: OCCUPANCY GROUP: FIRE SPRINKLER: PROPOSED ADU FLOOR AREA:985 SF EXISTING GARAGE AREA TO REMAIN: PROPOSED LOT COVERAGE: SINGLE FAMILY RESIDENTIAL MAIN DWELLING ADDRESS: TYPE: V-B R-3/U NO 1955 10934425 (1658+985+368) / 8732 = ±34.5% 8732 SF 1401 W HIGHLAND ST, SANTA ANA, CA 92703 368 SF 1658 SF DEMOLISHING (E) UNPERMITTED ROOM/PATIO COVER OF MAIN DWELLING (N) 184 SF ADDITION TO MAIN DWELLING (N) MINI SPLIT SYSTEM FOR MAIN DWELLING (N) TANKLESS WATER HEATER FOR MAIN DWELLING (N) LAUNDRY FOR MAIN DWELLING (2) (N) BATHROOMS FOR MAIN DWELLING REPIPE FOR MAIN DWELLING (E) KITCHEN AND (E) BATHROOMS REMODELING FOR MAIN DWELLING (N) EXTERIOR PAINT AND WINDOW REPLACEMENT FOR MAIN DWELLING (N) 2-GANG ELECTRICAL SERVICE METER PANEL TO SERVE MAIN DWELLING AND (N) ADU, 200A EACH. (N) 985 SF ADU (N) SITE DRAINAGE, (N) LANDSCAPING AND HARDSCAPE SCOPE OF WORK: NEW ADU ADDRESS:1401 W HIGHLAND ST ,UNIT 2, SANTA ANA, CA 92703 PROPOSED ADDITION AREA TO MAIN DWELLING:184 SF PROPOSED MAIN DWELLING AWNING AREA:26 SF (E) MAIN SEWER LINE. Ø4" MIN. VIF. (N) Ø3/4" MIN WATER LINE TO BE ATTACHED TO (E) MAIN HOUSE WATER METER. MAIN LATERAL SIZE & CAPACITY TO BE VERIFIED IN FIELD. (N) Ø3" ADU SEWER LINE TO BE CONNECTED TO (E) OR UPGRADED MAIN BUILDING Ø4" SEWER LINE. CONTRACTOR TO VERIFY EXISTING SEWER LINE IN THE FIELD. (E) WATER METER (E) UTILITY POLE (N) 2-GANG METER PANEL, 200A EACH. W/ TYPE 1 OR TYPE 2 SURGE-PROTECTOR. ONE METER TO SERVE SFD, AND ONE TO SERVE THE (N) ADU. SEE 9/D-3 OVERHEAD SERVICE DROP FROM UTILITY POLE PER SCE. (N) MINISPLIT CONDENSER FOR MAIN DWELLING (E) UNPERMITTED ROOM/PATO COVER TO BE DEMOLISHED (N) STAIRS (N) 74 SF ADDITION TO MAIN DWELLING 110 SF ADDITION TO MAIN DWELLING (N) AWNING 26 SF EXISTING MAIN DWELLING FRONT AWNINGS:21 SF 0.3 mi DISTANCE TO THE NEAREST BUS TOP AT W MCFADDEN AVE + S PACIFIC AVE TRANSIT STATION: HA R D S C A P E ±7 1 8 S F P/L: 53.56' NOTE: THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND/OR CLEARANCES ON-SITE THAT MAY AFFECT THE PROJECT. (E) 6'H CMU WALL TO REMAIN (E) 6'H CMU WALL TO REMAIN (E) 5'H WROUGHT IRON FENCE TO BE ADJUSTED PER 7/D-2 (E) MASONRY FENCE W/ PILASTERS PER 8/D-2 TO REMAIN MAIN DWELLING ELEVATIONS, SCHEDULES & DETAILS S-1 S-6 STRUCTURAL NOTES (BY OTHERS) SECTIONS AND DETAILS (BY OTHERS) S-2 MAIN DWELLING PARTIAL FOUNDATION PLAN (BY OTHERS) S-3 MAIN DWELLING PARTIAL ROOF FRAMING PLAN (BY OTHERS) S-7 SECTIONS AND DETAILS (BY OTHERS) S-8 (E) 24" BOX PALM TREE (E) PALM TREE (E) CALIFORNIA MATILIJA POPPY FLOWER TREE FINISH MATERIALS : EXTERIOR WALLS - STUCCO ; COLOR: DUNN EDWARDS COLOR: SERENE THOUGHT | DE6234. - APPROVED EQUAL ROOF - HEATER BLEND ASPHALT SHINGLE + POLYGLASS SBS MEMBRANES, MIN. CLASS B. - OR APPROVED EQUAL (E) 18"x24" CRAWL ACCESS (E) GAS METER (N) ADU 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 985 SF (N) MINISPLIT CONDENSER FOR ADU (N) EAVE LINE (E) 6'H CMU WALL TO BE REMOVED A-5 A-6 ADU FLOOR PLANS,ELEVATIONS & SCHEDULES (N) PLANTER CURB (N) 1HR FIRE RATED WALL ON THIS SIDE OF THE ADU (E) 6'H CMU WALL TO BE REMOVED SECTION A 3" MIN (1 1 2" MAX. @ OUT SWINGING DOORS) EXTERIOR CONCRETE SLAB NOTE: THIS DETAIL RUN AROUND THE (N) ADU. (E) LANDSCAPING ±165 SF HARDSCAPE HARDSCAPE (E) INDIAN LAUREL TREE (E) INDIAN LAUREL TREE (E) MADAGASCAR DRAGON TREE 15'x15' (N) (10) FIVE GALLON SHRUB (N) (6) ONE GALLON SHRUB (E) 24" BOX PALM TREE (N) LANDING HARDSCAPE ±910SF U-2 ADU UTILITY PLANS A-7 ADU SECTIONS & DETAILS TRANSIT MAP (E) MAIN DWELLING: 1401 W HIGHLAND ST, SANTA ANA, CA 92703 (E) GARAGE (E) MAIN SEWER LINE. Ø4" MIN. VIF. (E) WATER METER (E) 5'H WROUGHT IRON DRIVEWAY/PEDESTRIAN SLIDING GATE TO BE ADJUSTED PER 7/D-2 (E) PALM TREE (E) LANDSCAPING ±165 SF (E) LANDSCAPING ±1132 SF (E) 24" BOX PALM TREE (E) MAIN DWELLING AWNINGS 21 SF (E) 24" BOX PALM TREE (E) DRIVEWAY (E) CALIFORNIA MATILIJA POPPY FLOWER TREE (E) INDIAN LAUREL TREE (E) INDIAN LAUREL TREE (E) MADAGASCAR DRAGON TREE (E) 18"x24" CRAWL ACCESS (E) GAS METER HARDSCAPE ±718SF P/L: 53.56' P/L : 128.93' AD J A C E NT PRO P E R T Y NO T IN SCOPE OF WO R K P/L: 119.43' ADJACENT PROPERTY NOT IN SCOPE OF WORK P/ L: 1 0 5 . 5 9 ' AD J A C ENT PR OP E RT Y NOT IN SC O P E OF WO R K (E) 6'H CMU WALL TO REMAIN (E) UTILITY POLE (E) 6'H CMU WALL TO REMAIN (E) EAVE LINE (E) BLOCK WALL AND GATE TO BE REMOVED 1 EXISTING SITE PLAN 0 16' 16'32' 116" = 1'-0" 1200 SF OPEN SPACE SHOWN AS GRAY SOLID HATCH (E) LANDSCAPING TO BE REMOVED D-3 DETAILS T24.6 TITLE 24 COMPLIANCE (BY OTHERS) TITLE 24 COMPLIANCE (BY OTHERS) TITLE 24 COMPLIANCE (BY OTHERS) S-4 S-5 ADU FOUNDATION PLAN (BY OTHERS) ADU ROOF FRAMING PLAN (BY OTHERS) SECTIONS AND DETAILS (BY OTHERS) 1 OF 1 SITE PLAN/DRAINAGE PLAN (BY OTHERS) ADU ROOF PLANS, ELEVATIONS & SECTIONS FLOOD ZONE :X (N) LANDING 2 PROPERTY OWNER(S):NAZANIN LATIFI & MEHRUN ABBASSI (714)713-7875 ADU SF / SFD SF:0.59 2 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. NOTE: 2 (N) 3"Ø UG CONDUIT FOR POWER FROM METER TO ADU SUBPANEL 2 2 2 2 2 2 Bldg# 101118574 & 101118576 Approvals Plng: PRaj Bldg: CSG Police:BMartin 1401 W Highland St & #2 - 101118574 & 766/10/2024 TWH CO M P A C T - ST A C K A B L E W& D (N) KITCHEN 8' CLG (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 (E) AWNING RE F V. R (N) STORAGE 8' CLG (N) BATHROOM 8' CLG (N) LIVING ROOM 8' CLG D/W (N ) B A T H R O O M 8' C L G DN DN (N ) A W N I N G (N) FAMILY ROOM 8' CLG WC H P U WH (E) LIVING ROOM (E ) C L O S E T (E ) P O W D E R (E) LAUNDRY (E) BEDROOM (E ) B A T H R O O M (E) BEDROOM (E) BEDROOM (E ) C L O S E T (E) CLOSET(E) CLOSET (E ) C L O S E T (E) CLOSET (E) BEDROOM (E) PATIO COVER (E) ENTRY (E) AWNING (E ) C L O S E T (E ) C L O S E T (E) CLOSET (E) UNPERMITTED ROOM (E) UNPERMITTED ROOM RE F V. R (E) KITCHEN DN (N ) A W N I N G W D A-1 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR N OTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CO NTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 1 EXISTING FLOOR PLAN (DEMO PLAN)MAIN DWELLING FLOOR PLANS04' 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" MA X 2 % S L O P E ADDITION AREA APPROX 74 SF ADDITION AREA APPROX ±110 SF x NATURAL LIGHT AND VENTILATION CALCULATIONS: x AREA: ±297 SF WINDOW OPENING AREA: ±27 SF WINDOW GLAZING AREA: ±26.5 SF x NATURAL VENTILATION CALCULATION (%4 REQUIRED): REQUIRED: ±297 SF X %4 = ±11.88 SF PROVIDED: ±27 SF ±27 SF PROVIDED > ±11.88 SF REQUIRED : OK x NATURAL LIGHT CALCULATION (%8 REQUIRED): REQUIRED: ±297 SF X %8 = ±23.76 SF PROVIDED: ±26.5 SF ±26.5 SF PROVIDED > ±23.76 SF REQUIRED : OK 2% S L O P E WORK AREA (N) WOOD FRAMED STAIRS (N) CONCRETE LANDING RE: STRUCTURAL SHEETS (N) TANKLESS WATER HEATER TO BE INSTALLED PER MFR (N) REPLACEMENT WINDOW PER WINDOW SCHEDULE .TYP. (E) WINDOW TO BE REPLACED.TYP. PROVIDE OPENING FOR (N) DOOR.TYP. (E) WALL TO BE REMOVED.TYP. (N) TEMPERED GLASS WINDOW.TYP. (N) WALK-IN SHOWER W/ 6' HIGH NON-ABSORBENT SURFACE ABOVE THE DRAIN LEVEL AT THE SURROUNDING WALLS W/ TEMPERED GLASS DOOR (N) BARN DOOR (E) POST TO BE REMOVED 7 A-3 6 A-3 5 A-3 4 A-3 3 A-3 1 A-3 2 A-3 2 A-4 1 A-4 4 A-43 A-4 (E) DOOR TO BE REMOVED.TYP. (E) WINDOW TO BE REMOVED.TYP. (N) SLIDING DOOR (N) FRENCH DOOR (E) 22.5"x30" ATTIC ACCESS (N) WALK-IN SHOWER W/ 6' HIGH NON-ABSORBENT SURFACE ABOVE THE DRAIN LEVEL AT THE SURROUNDING WALLS W/ TEMPERED GLASS DOOR (N) SHOWER CURB. SEE 10/D-2. TYP. REMOVE BULKHEAD UNDERFLOOR VENTILATION CALCULATION AREA : 1240 SF 1240 / 150 = 8.27 SF : TOTAL REQUIRED FOUNDATION VENT 16" x 6" = 0.69 SF ( 1 FOUNDATION VENT AREA) 8.27 / 0.36 = 12 FOUNDATION VENT REQUIRED (E) 18"x24" CRAWL ACCESS (E) PATIO COVER TO BE REMOVED NOTE: x ALL CONCEALED WORK INSTALL WITHOUT PERMITS MUST BE EXPOSED FOR INSPECTION TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS INCLUDES METHODS OF ATTACHMENT AND ALL FOOTINGS< STRUCTURAL MEMBERS, MECHANICAL, ELECTRICAL, PLUMBING AND INSULATION. x FOR ROOF SLOPE LESS THAN 4:12, THE USE OF TWO LAYERS OF VAPOR BARRIER IS REQUIRED IN ACCORDANCE WITH (R902.1) WINE COOLER WET BAR (E) STEP (N) 16"x24" CRAWL ACCESS OPENING THROUGH A PERIMETER WALL (N) MINI SPLIT CONDENSER (N) GAS COOKTOP W/ MIN. Ø7" MTL DUCTED & HVI RATED HOOD/MICROWAVE MIN. 280CFM 2 (N) 2-GANG METER PANEL, 200A EACH. W/ TYPE 1 OR TYPE 2 SURGE-PROTECTOR. ONE METER TO SERVE SFD, AND ONE TO SERVE THE (N) ADU. 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 '6 '6 '6'6 '6 '6 '6 '6 '6'6 '6 ͲϮ ^,d Zs d^Z/Wd/KE ϭϭͬϭϰͬϮϯ d,Z^,>>EK,E'^KZs /d/KEKEd,^W>E^t/d,Khdd ,KE^EdK&W>EEWZD/d/E͘EKd^Ed/>^KEd,Zt/E'^^,>>d<WZEKsZ'EZ>EKd^EdzW/>d/>^͘t,ZEKd/>^^,KtEKZEKdKEd,Zt/E'^͕d,d/>^^,>>d,^D^&KZKd,Z^/D/>ZtKZ<͘KEdZdKZ^,>>sZ/&z>>W>E^͕y/^d/E'/DE^/KE^E&/>KE/d/KE^KEd,:K^/dE^,>>/DD/d>zEKd/&zdKW>EEWZD/d/E Ez/^ZWE/^/EtZ/d/E'WZ/KZdKd,KDDEDEdK&Ez tKZ<KZZ^WKE^/>&KZ^D͘ 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 ^ ͘ ϭϬϬ&KZ^hD/dd> ϭϬϬW&KZΘ^^hD/dd> y/^d/E'D/Et>>/E'hE/dZ^^͗ ϭϰϬϭt,/',>E^d͕ ^EdE͕ϵϮϳϬϯ W>EEWZD/d/E͘ Z,/ddhZ>^/'E^Zs/^ ϵϴϵϭ/Zs/EEdZZηϮϬϬ /Zs/E͕ϵϮϲϭϴ ;ϳϭϰͿͲϳϭϱͲϬϵϮϯ ďŝǌΛƉůĂŶĂŶĚƉĞƌŵŝƚ͘ĐŽŵ >Kd/KEYZK͗ STATE OF CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO WZKWK^hZ^^͗ ϭϰϬϭt,/',>E^d͕hE/dϮ͕ ^EdE͕ϵϮϳϬϯ ϬϭͬϮϭͬϮϰWZW>EE/E'KDDEd^ ϬϭͬϮϮͬϮϰ&KZW>EE/E'WWZKs> Eth D/Et>>/E'/d/KEΘZDK> D/Et>>/E' ZKK&W>E^ h/>/E'^d/KE^/'Ed/KE ^,dEhDZ h/>/E'>sd/KE^/'Ed/KE ^,dEhDZ >'E͗ d/>Z&ZE ^,dEhDZ &>KKZ>sd/KE,E' t/EKt^/'Ed/KE KKZ^/'Ed/KE ZKKD />/E',/',d͕&>KKZ/E' t>>^d/KEZ&ZE ^,dEhDZ ^DK<>ZD^>ddZzW,KdK>dZ/ ^DK<ddKZt/d,/KE/d/KE^E^KZ͕ /EdZKEEdE,ZͲt/Z͕;h>ϮϭϳͿ͘ ZKEDKEKy/>ZD^>ddZzW,KdK>dZ/͕ /EdZKEEdE,ZͲt/Z͕;h>ϮϬϯϰͿ͘ Ett>>Ϯyϰ t>>dK^dz t>>dKDK Zs/^/KE^/'Ed/KE Ett>>Ϯyϲ ϭ,Z&/ZZdt>>Ϯyϰ ϭ,Z&/ZZdt>>Ϯyϲy/^d/E'ϭ,Z&/ZZdKDDKEt>> ZKKD ϬΗ>'͕&>KKZ/E' Dy͘ϳϯ ϰΗ ϱ͗ ϭ Ϯ W / d , ϱ͗ ϭ Ϯ W / d , ϱ͗ ϭ Ϯ W / d , ϱ͗ϭϮ W / d , ϱ͗ϭϮW/d, ϱ͗ϭϮW/d, ϭ ϰ͗ϭ Ϯ W / d , ϱ͗ ϭ Ϯ W / d , ϱ͗ ϭ Ϯ W / d , ϱ͗ ϭ Ϯ W / d , ϱ͗ϭϮ W / d , ϱ͗ϭϮW/d, ϱ͗ϭϮW/d, y/^d/E'ZKK&W>E WZKWK^ZKK&W>E ;EͿZKK&'hddZKtE^WKhd͘dzW͘ ;ͿZKK&dKZDKs ;ͿWK>z'>^^^^DDZE^͕D/E͘>^^͕ dKZD/EEydE͕/^ZϮϬϭϴ;KZWWZKsYh>Ϳ ;ͿWK>z'>^^^^DDZE^͕D/E͘>^^͕ /^ZϮϬϭϴ;KZWWZKsYh>Ϳ ;ͿZKK&tͬ^W,>d^,/E'>͕>EDZ<͕ >^^͕K>KZ͗,d,Z>E͕dK Dd,tͬ;ͿZKK&͕/Ͳ^Ͳ^ZͲϭϯϴϵΘ ^ZͲϯϱϯϳ͘;KZWWZKsYh>Ϳ ;ͿZKK&tͬ^W,>d^,/E'>͕>EDZ<͕ >^^͕K>KZ͗,d,Z>E͕dK Dd,tͬ;ͿZKK&͕/Ͳ^Ͳ^ZͲϭϯϴϵΘ ^ZͲϯϱϯϳ͘;KZWWZKsYh>Ϳ ϭ ϰ͗ϭ Ϯ W / d , ϭ ϰ͗ϭ Ϯ W / d , ϭ ϰ͗ϭ Ϯ W / d , ϭ ϰ͗ϭ Ϯ W / d , 1401 W Highland St & #2 - 101118574 & 766/10/2024 (N) FAMILY ROOM (N ) W A L K - I N C L O S E T (N) FAMILY ROOM (N) LIVING ROOM CRAWL SPACE A-3 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR N OTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CO NTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 1 EXISTING SOUTH ELEVATION 2 PROPOSED SOUTH ELEVATION 5:12 PITCH 5:12 PITCH MAIN DWELLING ELEVATIONS, SECTIONS & DETAILS 04' 4' 8' 1 4" = 1'-0" 04' 4' 8' 14" = 1'-0" 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 3 EXISTING NORTH ELEVATION 4 PROPOSED NORTH ELEVATION 04' 4'8' 14" = 1'-0" 04' 4'8' 1 4" = 1'-0" 5 PROPOSED SECTION 04' 4' 8' 14" = 1'-0" 6 PROPOSED SECTION 04' 4' 8' 1 4" = 1'-0" 7 PROPOSED BUILDING SECTION. TYP. 04' 4'8' 14" = 1'-0" (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (N) WOOD FRAMED STEPS (N) ELECTRICAL METER AND PANEL (N) CONCRETE LANDING (N) REPLACEMENT WINDOW WITH WHITE TRIMMING.TYP. (N) TEMPERED GLASS WINDOW (N) SLIDING DOOR (N) ROOF GUTTER DOWNSPOUT (N) FRENCH DOOR (E) WINDOW TO BE REPLACED PER WINDOW SCHEDULE. TYP.(E) WALL TO BE REMOVED.TYP. (E) POST TO BE REMOVED (E) DOOR TO BE REMOVED.TYP.(E) WINDOW TO BE REMOVED.TYP. PROVIDE OPENING FOR (N) DOOR.TYP. (E) ROOF TO BE REMOVED (E) R-30 INSULATION PER T24 REPORT (E) R-13 INSULATION PER T24 REPORT (N) R-30 INSULATION PER T24 REPORT (N) R-13 INSULATION PER T24 REPORT (N) TEMPERED GLASS WINDOW 7 D-1 12 D-1 13 D-1 8 D-1 12 D-1 11 D-1 13 D-1 AGING-IN-PLACE AND FALL PROTECTION REQUIREMENTS8 (E) R-13 INSULATION (E) R-30 INSULATION PER T24 REPORT (N) R-30 INSULATION PER T24 REPORT (E) R-13 INSULATION N.T.S. 12 D-1 12 D-1 1% PITCH (N) DOOR PER SCHEDULE (E) SOG (N) SOG (N) FLOOR JOISTS. RE: STRUCTURAL SHEETS (N) CEILING JOISTS. RE: STRUCTURAL SHEETS GWB AT UNDERSIDE OF CEILING JOISTS (N) R-13 INSULATION PER T24 REPORT (E) ROOF TORCH-DOWN FINISH TO REMAIN AND BE EXTENDED T T (E) STUCCO TO BE REMOVED. TYP. (N) W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (N) W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (E) STUCCO TO BE REMOVED. TYP. (N) FOUNDATION VENT.TYP. (N) FOUNDATION VENT.TYP. (N) MINI SPLIT CONDENSER (E) MOLDING (N) MOLDING TO BE MATCHED W/ (E) MOLDING(N) W/ STUCCO. DUNN EDWARDS, COLOR: TRINITY ISLANDS | DE6249. (OR APPROVED EQUAL) 9 N.T.S.N.T.S. INSULATION @ UNVENTED FLAT ROOF ASSEMBLY ROOF RAFTERS PER PLAN INSULATION PER T24 REPORT GWB. NOTES: 1. DESIGN BASE ON 2022 CRC SECTION R806.5.5.1. 2. THE INSULATION R-VALUES SHOULD MEET THE R-VALUE_REQUIRED BY THE ENERGY REPORT WHERE ONLY AIR-IMPERMEABLE INSULATION IS PROVIDED, IT SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE STRUCTURAL ROOF SHEATHING INSULATION @ UNVENTED ROOF ASSEMBLY FLAT ROOF W/ POLYGLASS SBS MEMBRANES, INSTALL PER MFR. ICC ESR 2018 (OR APPROVED EQUAL) ROOF SHEATHING x UNDER FLOOR VENTILATION CALCULATION: 1/150TH OF AREA REQUIRED AT FLOOR x AREA: 1240 SF . 1240 / 150 = 8.26 SF REQUIRED FOUNDATION VENT 1 FOUNDATION VENT AREA = 0.58 SF. 8.26 / 0.58 = 14 FOUNDATION VENT REQUIRED. 8 (E) FOUNDATION VENT + 6 (N) FOUNDATION VENT =14 FOUNDATION VENT PROVIDED CABINET DE S K CONVENIENCE OUTLET CONVENIENCE OUTLET, TV OR PHONENOTE: ALL HEIGHTS TYPICAL UNLESS OTHERWISE NOTED. CONTINUOUS REINFORCING BACKING FOR GRAB BAR PER C.R.C R327.1.1 MIRROR +22" OPT.SINK BASE CONTINUOUS REINFORCING BACKING FOR GRAB BAR PER C.R.C. R327.1.1 ADDITIONAL 2x8 REINFORCING FOR LOWER GRAB BAR PER C.R.C. R327.1.1 NOTE: REINFORCEMENT SHALL NOT BE LESS THAN 2X8 NOMINAL LUMBER. REINFORCEMENT SHALL BE LOCATED BETWEEN 32" AND 39-1/4" ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING CONTINUOUS FULL WIDTH REINFORCEMENT SHALL BE PROVIDED AT THE REAR WALL OF THE WATER CLOSET TO ACCOMMODATE A FUTURE REAR WALL GRAB BAR AND A FOLDAWAY GRAB BAR IN ACCORDANCE WITH CRC R327.1.1 EXCEPTION 1. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 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" ABOVE THE BATHTUB RIM. (E) R-19 INSULATION ONLY IN ADDITION AREA PER T24 REPORT 9 A-3 2 2 2 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 CA 24"X16". CA 24"X16". CA 24"X16". A-4 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR NO TED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS AND FIELD CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY TO PLAN AND PERMIT IN C ANY DISCREPANCIES IN WRITING PRIOR TO THE COMMENCEMENT OF ANY WORK OR BE RESPON SIBLE 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 MAIN DWELLING ELEVATIONS, SCHEDULES & DETAILS 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 1 EXISTING WEST ELEVATION 2 PROPOSED WEST ELEVATION 04' 4'8' 14" = 1'-0" 04' 4'8' 14" = 1'-0" 3 EXISTING EAST ELEVATION 04' 4' 8' 14" = 1'-0" 4 PROPOSED EAST ELEVATION 04' 4'8' 1 4" = 1'-0" 5:12 PITCH 5:12 PITCH 5:12 PITCH 5 6 N.T.S. N.T.S. WINDOW SCHEDULE MARK SIZE (W x H) TYPE OPERATION MATERIAL U-FACTOR SHGCFINISH REMARKS SLIDER XO OR OX PER CLIENT VINYL 0.23 ±2'-0" X ±1'-6"WHITEA B C D ---NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENCASEMENT DOOR SCHEDULE WINDOW SCHEDULE - MAIN DWELLING ±4'-9" X ±3'-3" SINGLE HUNG SH NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN ±6'-0" X ±6'-8" ±2'-6" X ±3'-9" NEW CONSTRUCTION W/ TEMPERED GLASS WINDOW, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN ±6'-0" X ±3'-9"F ±4'-0" X ±2'-0"G NOTES: 2. ALL GLAZED OPENINGS SHALL MEET THE REQUIREMENTS OF THE CBC T24 SHEETS PROVIDED IN THE PLANS. 4. GLAZING IN SWINGING, SLIDING, AND BIFOLD DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF 5. EGRESS WINDOWS HAVE A MINIMUM CLEAR OPENING AREA OF 5.7 SF WHEN ABOVE THE GRADE-FLOOR AND 5 SF ON THE GRADE-FLOOR, A MINIMUM NET HEIGHT OF 24", A MINIMUM NET WIDTH OF 20", AND A SILL HEIGHT NOT MORE THAN 44" ABOVE FINISH FLOOR. [CBC 1030] 6. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL VENTILATION AND NATURAL LIGHT BY MEANS OF VENTILATION /ARTIFICIAL LIGHT. CBC SECTIONS 1203.4 AND 1205.1 AND R303 A. THE MINIMUM NET GLAZED AREA FOR NATURAL LIGHT SHALL NOT BE LESS THAN 8%OF THE FLOOR AREA OF THE ROOM SERVED. CBC SECTION 1205.2 B. THE MINIMUM OPENABLE AREA TO THE OUTDOORS FOR NATURAL VENTILATION SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. SECTION 1203.4 0.30 VINYL VINYL WHITE WHITE 0.30 0.30 0.23 0.23 DOOR SCHEDULE MARK SIZE (W x H)TYPE MATERIAL REMARKS 2'-8" X 6'-8" 4 2 HOLLOWWHITE FINISH COMPOSITE 1 PREHUNG 3 WHITECOMPOSITE/GLASS6'-0" X 6'-8" PREHUNG 5 2'-8" X 6'-8"HOLLOWWHITECOMPOSITEBARN DOOR SOLID FRENCH DOOR W/ TEMPERED GLASS NOTE: 1. ALL DOOR SIZES MUST BE VERIFIED WITH THE FRAMED ROUGH OPENING IN PLACE PRIOR TO PURCHASING. ANY DISCREPANCIES SHOULD BE NOTIFIED TO PLAN AND PERMIT INC. BEFORE PURCHASING. 2. ALL GLASS IN DOORS SHALL BE TEMPERED. TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 3. ALL GLAZING WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE "U" VALUE. 4. REFER TO FLOOR PLANS FOR DIRECTION OF DOOR SWING. 5. DOORS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S. 6. VENTILATION SHALL COMPLY WITH C.B.C. 1203.4 AND R303. 7. DOORS MAY OPEN TO THE EXTERIOR ONLY IF THE FLOOR OR LANDING IS NOT MORE THAN 1 1 2" LOWER THAN THE DOOR THRESHOLD. SECTION R311.3.1 CRC 8. GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATNG-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, NUM 2 1 1 2'-0" X 6'-8"WHITECOMPOSITEBI-FOLD DOOR LOUVER SLAB1 NUM HOLLOW W/ 100SQIN MIN. MAKEUP AIR AREA FOR LAUNDRY 2'-0" X 6'-8"FIBERGLASS WHITEPREHUNG FIRE RATED - SOLID CORE WITH 1-3/4" MINIMUM THICKNESS1 1 ±8'-0" X ±4'-0"H ±3'-0" X ±4'-0"I ±4'-0" X ±3'-6"J ±2'-0" X ±3'-0"E NEW CONSTRUCTION W/ TEMPERED GLASS WINDOW, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN SLIDER XO OR OX PER CLIENT VINYL 0.23WHITE 0.301 2 NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENSLIDERXO OR OX PER CLIENT VINYL 0.23WHITE 0.301 NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENSLIDERXO OR OX PER CLIENT VINYL 0.23WHITE 0.301 NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENSLIDERXO OR OX PER CLIENT VINYL 0.23WHITE 0.301 NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENSLIDERXOXVINYL 0.23WHITE 0.301 NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENVINYL 0.23WHITE 0.301 NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENSLIDERXO OR OX PER CLIENT VINYL 0.23WHITE 0.301 2 SINGLE HUNG SH (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (N) STEP.TYP. (N) MINI SPLIT CONDENSER (N) REPLACEMENT WINDOW.TYP. (N) ROOF GUTTER DOWNSPOUT.TYP. (E) WINDOW TO BE REPLACED.TYP. (E) WALL TO BE REMOVED.TYP. (E) POST TO BE REMOVED (E) DOOR TO BE REMOVED.TYP. (E) WINDOW TO BE REMOVED (E) ROOF TO BE REMOVED (E) WINDOW TO BE REPLACED.TYP. (N) REPLACEMENT WINDOW.TYP. (E) ROOF TO BE REMOVED (E) WINDOW TO BE REMOVED (E) WALL TO BE REMOVED.TYP. (N) ROOF GUTTER DOWNSPOUT.TYP. (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) 9 N.T.S. SECTION THROUGH SHOWER CEMENT BACKER BOARD (3) 2x4 FLAT PLATE BASE MORTAR SHOWER PAN MEMBRANE LINER PRE-SLOP MORTAR ADJUSTABLE DRAIN WIRE MESH THINSET 2x WALL 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD TILE OR NON-ABSORBENT SURFACE. UP TO MIN. 72" ABOVE THE DRAIN LEVEL TILE OR NON-ABSORBENT SURFACE 7 N.T.S. KITCHEN MICROWAVE / HOOD (OR APPROVED EQUAL) NOTE: THE GROUNDED 3 PRONG OUTLET MUST BE INSIDE THE UPPER CABINET. A B 12" (30.5 cm) min. 14" (35.6 cm) max. 30" (76.2 cm) min. 30" (76.2 cm) typical* upper cabinet and side cabinet depth 66" (167.6 cm) min. *OBSERVE ALL GOVERNING CODES AND ORDINANCES. REQUIRED: *A 120-VOLT, 60 HZ, AC-ONLY, 15- OR 20-AMP ELECTRICAL SUPPLY WITH A FUSE OR CIRCUIT BREAKER RECOMMENDED: *A TIME-DELAY FUSE OR TIME-DELAY CIRCUIT BREAKER *A SEPARATE CIRCUIT SERVING ONLY THIS MICROWAVE OVEN A. 2" X WALL STUD B. GROUNDED 3 PRONG OUTLET *30” (76.2 CM) IS TYPICAL FOR 66” (167.6 CM) INSTALLATION HEIGHT. EXACT DIMENSIONS MAY VARY DEPENDING ON TYPE OF RANGE/COOKTOP BELOW. 17¹⁄₈" (43.5 cm) +/- ³⁄₁₆" (0.5 cm) *OVERALL DEPTH OF PRODUCT WILL VARY SLIGHTLY DEPENDING ON DOOR DESIGN. Up to16³⁄₄"(42.5 c m ) * 29⁷⁄ ₈" (76.0 c m ) 8 N.T.S. EXTERIOR STAIR WATERPROOFING CORROSION RESISTANT SCREWS ADDITIONAL MEMBRANE 24GA SHEET METAL FLASHING PLYWOOD SUBSTRATE STAIR NOSING TREAD COVERING WEAR LAYER AND FINISH COATS.PROVIDE %1 MIN.SLOPE FOR DRAINAGE. TREAD COVERING WATERPROOF MEMBRANE 13 D-1 13 D-1 1 4:12 PITCH 1 4:12 PITCH 1 4:12 PITCH (E) POLYGLASS SBS MEMBRANES, MIN. CLASS B, TO REMAIN AND EXTENDED, ICC ESR 2018 (OR APPROVED EQUAL) (E) POLYGLASS SBS MEMBRANES, MIN. CLASS B, TO REMAIN AND EXTENDED, ICC ESR 2018 (OR APPROVED EQUAL) (E) POLYGLASS SBS MEMBRANES, MIN. CLASS B, ICC ESR 2018 (OR APPROVED EQUAL) (E) POLYGLASS SBS MEMBRANES, MIN. CLASS B, ICC ESR 2018 (OR APPROVED EQUAL) 1 4:12 PITCH (E) FOUNDATION VENT.TYP. (E) FOUNDATION VENT.TYP. FOUNDATION VENT.TYP. (N) W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (E) STUCCO TO BE REMOVED. TYP. (E) STUCCO TO BE REMOVED. TYP. (E) STUCCO TO BE REMOVED. TYP. (N) W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) (N) CRAWL ACCESS (N) FOUNDATION VENT ±2'-6" X ±4'-0"K NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREENVINYL 0.23WHITE 0.301---CASEMENT (N)WINDOW (N) MOLDING TO BE MATCHED W/ (E) MOLDING (N) W/ STUCCO. DUNN EDWARDS, COLOR: TRINITY ISLANDS | DE6249. (OR APPROVED EQUAL) (N) W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234. (OR APPROVED EQUAL) 2 2 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 (E) GARAGE COMPACT - STACKABLE W&D (N) MASTER BATHROOM 8' CLG D/ W RE F V. R (N) GREAT ROOM 8' CLG (N) MASTER BEDROOM 8' CLG (N) BEDROOM 8' CLG (N) BEDROOM 8' CLG (E) GARAGE (N) CLOSET 8' CLG (N ) C L O S E T 8' C L G (N) BATHROOM SEE 8/A-3 8' CLG AA MIN. 22"X30". H P U WH (N) NOOK 8' CLG (N) WALK-IN CLOSET 8' CLG (N) ENTRY 8' CLG A-5 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR N OTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CO NTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 2 EXISTING GARAGE PLAN (DEMO PLAN) ADU FLOOR PLANS, SCHEDULES & ELEVATIONS 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" 3 PROPOSED ADU PLAN 04' 4' 8' 14" = 1'-0" 4 1 N.T.S. N.T.S. WINDOW SCHEDULE MARK SIZE (W x H) TYPE OPERATION MATERIAL U-FACTOR SHGCFINISH REMARKS SLIDER XO OR OX PER CLIENT VINYL 0.23WHITEA B C NEW CONSTRUCTION, EGRESS WINDOW, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN DOOR SCHEDULE - ADU WINDOW SCHEDULE - ADU NOTES: 2. ALL GLAZED OPENINGS SHALL MEET THE REQUIREMENTS OF THE CBC T24 SHEETS PROVIDED IN THE PLANS. 4. GLAZING IN SWINGING, SLIDING, AND BIFOLD DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF 5. EGRESS WINDOWS HAVE A MINIMUM CLEAR OPENING AREA OF 5.7 SF WHEN ABOVE THE GRADE-FLOOR AND 5 SF ON THE GRADE-FLOOR, A MINIMUM NET HEIGHT OF 24", A MINIMUM NET WIDTH OF 20", AND A SILL HEIGHT NOT MORE THAN 44" ABOVE FINISH FLOOR. [CBC 1030] 6. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL VENTILATION AND NATURAL LIGHT BY MEANS OF VENTILATION /ARTIFICIAL LIGHT. CBC SECTIONS 1203.4 AND 1205.1 AND R303 A. THE MINIMUM NET GLAZED AREA FOR NATURAL LIGHT SHALL NOT BE LESS THAN 8%OF THE FLOOR AREA OF THE ROOM SERVED. CBC SECTION 1205.2 B. THE MINIMUM OPENABLE AREA TO THE OUTDOORS FOR NATURAL VENTILATION SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. SECTION 1203.4 0.30 DOOR SCHEDULE MARK SIZE (W x H)TYPE MATERIAL REMARKS 2'-6" X 6'-8" 3'-0" X 6'-8"FIBERGLASS WHITEPREHUNG 5 2 HOLLOWWHITE FINISH COMPOSITE 1 PREHUNG FIRE RATED - SOLID CORE WITH 1-3/4" MINIMUM THICKNESS 6 NOTE: 1. ALL DOOR SIZES MUST BE VERIFIED WITH THE FRAMED ROUGH OPENING IN PLACE PRIOR TO PURCHASING. ANY DISCREPANCIES SHOULD BE NOTIFIED TO PLAN AND PERMIT INC. BEFORE PURCHASING. 2. ALL GLASS IN DOORS SHALL BE TEMPERED. TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED AND VISIBLE WHEN THE UNIT IS GLAZED. 3. ALL GLAZING WILL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE "U" VALUE. 4. REFER TO FLOOR PLANS FOR DIRECTION OF DOOR SWING. 5. DOORS SHALL MEET THE MINIMUM INFILTRATION REQUIREMENTS PER SECTION 116 E.E.S. 6. VENTILATION SHALL COMPLY WITH C.B.C. 1203.4 AND R303. 7. DOORS MAY OPEN TO THE EXTERIOR ONLY IF THE FLOOR OR LANDING IS NOT MORE THAN 1 1 2" LOWER THAN THE DOOR THRESHOLD. SECTION R311.3.1 CRC 8. GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATNG-GLASS UNITS WITH A MINIMUM OF ONE TEMPERED PANE, NUM 1 5 6'-0" X 6'-8"HOLLOW - FOR CLOSETWHITECOMPOSITECLOSET BI-FOLD DOUBLE DOOR1 2'-4" X 6'-8"WHITECOMPOSITE1 NUM HOLLOW W/ 100SQIN MIN. MAKEUP AIR AREA FOR LAUNDRY 2'-8" X 6'-8"3 HOLLOWWHITECOMPOSITEPREHUNG1 2'-4" X 6'-8"4 HOLLOWWHITECOMPOSITEPREHUNG1 1 SLIDER XOX VINYL 0.23 ±8'-0" X ±4'-0"WHITE 0.301 SLIDER XO OR OX PER CLIENT VINYL 0.23 ±6'-0" X ±6'-8"WHITE NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN0.301 ±4'-0" X ±4'-0" (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) ADU, 985 SF (N) MINI SPLIT CONDENSER (N) ELECTRIC HEAT PUMP WATER HEATER W/ 30" GALVANIZED STEEL WATER HEATER ENCLOSURE. MIN. 18" AGL. SEE 5/D-3 (N) ELECTRIC COOKTOP W/ MIN. Ø7" MTL DUCTED & HVI RATED HOOD/MICROWAVE MIN. 110CFM (N) KITCHEN CABINETS AND APPLIANCES (N) WALK-IN SHOWER W/ 6' HIGH NON-ABSORBENT SURFACE ABOVE THE DRAIN LEVEL AT THE SURROUNDING WALLS W/ TEMPERED GLASS DOOR (N) WALK-IN SHOWER W/ 6' HIGH NON-ABSORBENT SURFACE ABOVE THE DRAIN LEVEL AT THE SURROUNDING WALLS W/ TEMPERED GLASS DOOR (N) ISLAND (N) WINDOW.TYP. (E) WINDOW TO BE REMOVED (N) TEMPERED GLASS DOOR (N) CRICKET (N) TEMPERED GLASS DOOR (E) OVERHANG TO BE REMOVED (N) SLIDING DOOR W/ WHITE TRIMMING TO BE MATCHED W/ MAIN DWELLING.TYP. (N) MINI SPLIT CONDENSER (N) 200A ELECTRICAL METER AND PANEL (N) 200A ELECTRICAL METER AND PANEL (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) 5 EXISTING SOUTHWEST ELEVATION 7 PROPOSED SOUTHWEST ELEVATION 04' 4' 8' 14" = 1'-0" 04' 4' 8' 14" = 1'-0" 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 6 EXISTING NORTHEAST ELEVATION 04' 4'8' 14" = 1'-0" 8 PROPOSED NORTHEAST ELEVATION 04' 4'8' 1 4" = 1'-0" 8 A-5 12 D-1 12 D-1 7 A-5 6 A-5 5 A-5 5 A-6 3 A-6 6 A-6 4 A-6 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH (E) STUCCO TO BE REMOVED. TYP. (N) RESTORE WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) WALL. (OR APPROVED EQUAL)(N) RESTORE WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) WALL. (OR APPROVED EQUAL) (E) STUCCO TO BE REMOVED. TYP. (N) ROOF GUTTER DOWNSPOUT.TYP. (N) ROOF GUTTER DOWNSPOUT.TYP. 2 % S L O P E (N) CONCRETE LANDING RE: STRUCTURAL SHEETS (N) LANDING RE: STRUCTURAL SHEETS P/ L P/ L P/ L P/ L 7 (N) DOOR AWNING (E) DOOR TO BE REMOVED 8 5'-0" X 6'-8"WHITECOMPOSITE1 HOLLOW - FOR CLOSET 2'-0" X 6'-8"WHITECOMPOSITE HOLLOW W/ 100SQIN MIN. MAKEUP AIR AREA FOR UTILITY ROOM1 LOUVER SLAB 9 2'-8" X 6'-8"WHITEFIBERGLASSPREHUNG FIRE RATED - SOLID CORE WITH 1-3/8" MINIMUM THICKNESS. SELF-LATCHING, SELF-CLOSING , 45 MIN. RATED - FOR GARAGE 1 (N) WINDOW W/ WHITE TRIMMING TO BE MATCHED W/ MAIN DWELLING 13 D-1 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 1 A-7 2 A-7 LOUVER SLAB CLOSET BI-FOLD DOUBLE DOOR 2'-8" X 6'-8"HOLLOWWHITECOMPOSITEBARN DOOR110 (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) D SLIDER XO OR OX PER CLIENT VINYL 0.23 ±5'-0" X ±6'-8"WHITE NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN0.301 (N) MOLDING TO BE MATCHED W/ (E) MAIN DWELLING MOLDING (N) W/ STUCCO. DUNN EDWARDS, COLOR: TRINITY ISLANDS | DE6249. (OR APPROVED EQUAL) (N) RESTORE WALL W/ STUCCO. DUNN EDWARDS, COLOR: TRINITY ISLANDS | DE6249, TO BE MATCHED W/ (E) WALL. (OR APPROVED EQUAL) REMOVE EXTERIOR WALL FINISH PER PROPOSED ELEVATIONS (N) FASCIA TO BE MATCHED W/ EXISTING.TYP. (N) FASCIA TO BE MATCHED W/ EXISTING.TYP. NEW CONSTRUCTION, EGRESS WINDOW, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN E SLIDER VINYL 0.23 ±4'-0" X ±4'-0" WHITE NEW CONSTRUCTION, JELD-WEN V-2500 SERIES OR APPROVED EQUAL, WITH FIBERGLASS MESH SCREEN0.301XO OR OX PER CLIENT (N) CONCRETE LANDING RE: STRUCTURAL SHEETS ADU IAQ FAN MIN. 52 CFM 6 D-1 ATTIC ACCESS. SEE 3 & 7/D-3 (N) MINI SPLIT CONDENSER 2% SLOPE 2 % S L O P E TO BE USED FOR (N) ADU ADU ELECTRICAL SUB PANEL FEEDING FROM A DEDICATED METER VIA A 3"Ø UNDERGROUND CONDUIT . 2 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 DS DS DS DS DS DS DS A-6 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR N OTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CO NTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 1 EXISTING ROOF PLAN ADU ROOF PLANS, ELEVATIONS & SECTIONS 04' 4' 8' 1 4" = 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 04' 4' 8' 1 4" = 1'-0" PROPOSED ROOF PLAN (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) 5:12 PITCH 5:12 P I T C H 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 PITCH5:12 PITCH 5: 1 2 P I T C H 5: 1 2 P I T C H 5:12 PITCH5:12 PITCH 5: 1 2 P I T C H 5: 1 2 P I T C H (N) CRICKET (N) O'HAGIN VENT W/ 0.5 SF NET VENTILATION.TYP. SEE ROOF VENT CALCS. (N) ROOF GUTTER DOWNSPOUT.TYP. (E) OVERHANG TO BE REMOVED (E) OVERHANG TO BE REMOVED (E) WINDOW TO BE REMOVED 4 EXISTING NORTHWEST ELEVATION 04' 4'8' 14" = 1'-0" 5:12 PITCH 5:12 PITCH (E) STUCCO TO BE REMOVED. TYP. 3 EXISTING SOUTHEAST ELEVATION 04' 4' 8' 1 4" = 1'-0" 5:12 PITCH 5:12 PITCH (E) STUCCO TO BE REMOVED. TYP. (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) (N) CRICKET (N) WINDOW W/ WHITE TRIMMING TO BE MATCHED W/ MAIN DWELLING (N) 200A ELECTRICAL METER AND PANEL 13 D-1 (N) RESTORE WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6249, TO BE MATCHED W/ (E) WALL. (OR APPROVED EQUAL) (N) MINI SPLIT CONDENSER 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 6 PROPOSED NORTHWEST ELEVATION 04' 4'8' 14" = 1'-0" 5 PROPOSED SOUTHEAST ELEVATION 04' 4'8' 14" = 1'-0" (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) RESTORE WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) WALL. (OR APPROVED EQUAL) (N) ROOF GUTTER DOWNSPOUT.TYP. (N) ROOF GUTTER DOWNSPOUT.TYP. (N) LANDING RE: STRUCTURAL SHEETS (N) DOOR AWNING (N) DOOR AWNING (E) DOOR TO BE REMOVEDPROVIDE OPENING FOR (N) DOOR 5:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH 5: 1 2 P I T C H 5:12 P I T C H 5:12 P I T C H 5:12 P I T C H 5:12 PITCH 5:12 PITCH x ROOF VENT CALCULATIONS: 1/150TH OF AREA REQUIRED AT ROOF x ATTIC AREA : 985 SF @ ADU: 985 SF / 150 SF = 6.5 SF REQUIRED 60% X 6.5 SF = 3.9 SF (EAVE VENT) 3.9 / 0.4 --> 10 EAVE VENTS REQUIRED 40% X 6.5 SF = 2.6 SF (O'HAGIN VENT) 2.6 / 0.5 --> 6 O'HAGIN VENTS REQUIRED ROOF NOTE: a. A MINIMUM OF 1" AIRSPACE SHALL BE PROVIDED BETWEEN INSULATION AND ROOF SHEATHING. OPENINGS SHALL BE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE ATTIC SPACE. b. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE ATTIC AREA. c. VENT OPENINGS SHALL BE COVERED WITH NON-COMBUSTIBLE CORROSION RESISTANT, METAL WIRE MESH OR OTHER MATERIALS HAVING OPENINGS 1/16” MINIMUM TO 1/8” MAXIMUM (IRVINE MUNICIPAL CODE 5-9-402(N)). d. 50% OF THE REQUIRED VENTILATION AREA MUST BE LOCATED AT LEAST 3 FT. ABOVE EAVE OR CORNICE VENTS WITH THE BALANCE PROVIDED BY EAVE OR CORNICE VENTS. e. WHERE THE RATIO OF 1/300 IS USED TO VENT THE ATTICS, NOT LESS THAN 40% BUT NOT MORE THAN 50% OF THE VENTS SHALL BE LOCATED NOT MORE THAN 3 FT. BELOW THE RIDGE. (N) (4"x16") EAVE VENT W/ 0.4 SF NET FREE VENTILATION.TYP. SEE ROOF VENT CALCS. (N) MINI SPLIT CONDENSER (N) SLIDING DOOR W/ WHITE TRIMMING TO BE MATCHED W/ MAIN DWELLING (N) HEIGHT OF MOLDING TO BE MATCHED W/ (E) MAIN DWELLING MOLDING (N) WALL W/ STUCCO. DUNN EDWARDS, COLOR: SERENE THOUGHT | DE6234, TO BE MATCHED W/ (E) MAIN DWELLING WALL. (OR APPROVED EQUAL) (N) W/ STUCCO. DUNN EDWARDS, COLOR: TRINITY ISLANDS | DE6249. (OR APPROVED EQUAL) 12 D-1 (N) FASCIA TO BE MATCHED W/ EXISTING.TYP. (N) FASCIA TO BE MATCHED W/ EXISTING.TYP. 2 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 (N) BEDROOM (N) HALLWAY (N) CLOSET(N) NOOK (N ) C L O S E T (N) GREAT ROOM (N) BEDROOM A-7 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR N OTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CO NTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 ADU SECTIONS & DETAILS 3 N.T.S. ASPHALT SHINGLE ROOF, ATTIC CEILING, WITHOUT RIDGE VENT ROOF UNDERLAYMENT ROOF SHEATHING SEE STRUCTURAL SHEETS 24GA.RIDGE FLASHING UNDERLAYMENT W/ 12" MIN. OVERLAP ASPHALT SHINGLE, LAND MARK, ICC-ES-ESR-1389 & ESR-3537 NOTE: 1. PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN INSULATION AND ROOF SHEATHING OR USE INSULATION BAFFLE FOR RAFTER SPACE VENTILATION 2. FOR ROOF SLOPES FROM TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) UP TO FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL (4:12), DOUBLE UNDERLAYMENT APPLICATION IS REQUIRED IN ACCORDANCE WITH SECTION R905.1.1. N.T.S.6 N.T.S. ROOFING SHINGLES AND INSTALLATION. CERTAINTEED 'LANDMARK' SHINGLES (OR APPROVED EQUAL) STARTER STRIP OVERHANG EAVES AND DECK OVERHANG 1/4" - 3/4" ALONG EAVES, PUT GAF LEAK BARRIER ON TOP OF NON- CORROSIVE METAL DRIP EDGE DRIP EDGE OVER UNDERPAYMENT AT RAKE EDGE WALL LINE. ASPHALT SHINGLE 5/8" ROOF SHEATHING 1/2" ROOF SHEATHING SELF ADHERED MEMBRANE 1-1/2" RIGID FOAM INSULATION (R-5.7) ROOF UNDERLAYMENT xLANDMARK SERIES SHINGLES FIRE RESISTANCE: xUL CLASS A xUL CERTIFIED TO MEET ASTM D3018 TYPE 1 WIND RESISTANCE: xUL CERTIFIED TO MEET ASTM D3018 TYPE 1 ASTM xD3161 CLASS F TEAR RESISTANCE: xUL CERTIFIED TO MEET ASTM D3462 xCSA STANDARD A123.5 WIND DRIVEN RAIN RESISTANCE: xMIAMI-DADE PRODUCT CONTROL ACCEPTANCE: PLEASE REFERENCE WWW. CERTAINTEED.COM TO DETERMINE APPROVED PRODUCTS BY MANUFACTURING LOCATION. QUALITY STANDARDS: xICC-ES-ESR & 1389-ESR.3537- COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF 4 N.T.S. EAVE DETAIL WITH VENTING, ATTIC CEILING 5:12 PITCH 5:12 PITCH5:12 PITCH 7 D-17 D-1 1 PROPOSED SECTION 04' 4'8' 14" = 1'-0" 2 PROPOSED SECTION 04' 4'8' 14" = 1'-0" (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) ROOF W/ ASPHALT SHINGLE, LANDMARK, CLASS A, COLOR TO BE MATCHED W/ (E) MAIN DWELLING ROOF, ICC-ES-ESR-1389 & ESR-3537. (OR APPROVED EQUAL) (N) R-30 INSULATION PER T24 REPORT (N) R-13 INSULATION PER T24 REPORT 4 A-7 3 A-7 (N) R-30 INSULATION PER T24 REPORT (N) R-13 INSULATION PER T24 REPORT (N) FOOTING.TYP. (N) CONCRETE SLAB ON GRADE PER STRUCTURAL 5:12 PITCH 5:12 PITCH 5:12 PITCH 7 A-7 N.T.S.7 N.T.S.N.T.S. ROOF RAFTER; RE: STRUCTURAL SHEETS CEILING JOIST; RE: STRUCTURAL SHEETS (N) ROOF GUTTER & DOWNSPOUT RE: PROPOSED ROOF PLAN ROOF RAFTER; RE: STRUCTURAL SHEETS CEILING JOIST; RE: STRUCTURAL SHEETS (N) ROOF GUTTER & DOWNSPOUT RE: PROPOSED ROOF PLAN (N) DOOR.TYP. RE: DOOR SCHEDULE MATERIAL PER ROOF PLAN GWB ROOF UNDERLAYMENT ROOF SHEATHING INSULATION PER T24 FULL DEPTH BLKC (2X MIN) WITH CORROSION-RESISTANT METAL SCREENING BEHIND 25" DIAMETER HOLES FOR VENTILATION SHT. MET. WORK TO COMPLY W/ SMACNA STANDARDS GUTTER FASCIA VENTING AS REQUIRED RAFTER VENTS TO MEET REQUIRED VENTILATION TO ENCLOSED RAFTER SPACES MAX 1⁄4” MIN 1⁄4" OPENING SIZE ON VENT SCREEN WITH CORROSION RESISTANT WIRE SCREEN MATERIAL STUCCO NOTES. DESIGN BASE ON 2022 CRC SECTION R806 5.513 ROOF RAFTER; RE: STRUCTURAL SHEETS CEILING JOIST; RE: STRUCTURAL SHEETS 5 N.T.S.N.T.S.N.T.S. VALLEY FLASHING (SOUTHERN CALIFORNIA) ROOF UNDERLAYMENT ROOF SHEATHING VALLEY FLASHING VALLEY rafter; RE: STRUCTURAL SHEETS ROOF RAFTER; RE: STRUCTURAL SHEETS ASPHALT SHINGLE 8 RAKE DETAIL WITH VENTING, ATTIC CEILING N.T.S. ROOF SHEATHING CEMENTITIOUS SOFFIT BOARD 2x SUB FASCIA CONTINUOUS LEDGER OF SOFFIT JOISTS ROOF UNDERLAYMENT CEMENTITIOUS BATT INSULATION; RE: TITLE 24 INSULATION BAFFLE MATERIAL PER ROOF PLAN ROOF RAFTER; RE: STRUCTURAL SHEETS GWB EAVE DETAIL WITHOUT VENTING, ATTIC CEILING MATERIAL PER ROOF PLAN GWB ROOF UNDERLAYMENT ROOF SHEATHING INSULATION PER T24 FIRE BLOCKING WITHOUT VENT HOLES GUTTER FASCIA AIR SEAL ROOF RAFTER; RE: STRUCTURAL SHEETS CEILING JOIST; RE: STRUCTURAL SHEETS (N) R-15 INSULATION PER T24 REPORT(N) R-13 INSULATION PER T24 REPORT (N) 5 8" TYPE X GYPSUM BOARD 2 2 (N) 5 8" TYPE X GYPSUM BOARD 1401 W Highland St & #2 - 101118574 & 766/10/2024 Ͳϭ ^,d Zs d^Z/Wd/KE ϭϭͬϭϰͬϮϯ d,Z^,>>EK,E'^KZs /d/KEKEd,^W>E^t/d,Khdd ,KE^EdK&W>EEWZD/d/E͘EKd^Ed/>^KEd,Zt/E'^^,>>d<WZEKsZ'EZ>EKd^EdzW/>d/>^͘t,ZEKd/>^^,KtEKZEKdKEd,Zt/E'^͕d,d/>^^,>>d,^D^&KZKd,Z^/D/>ZtKZ<͘KEdZdKZ^,>>sZ/&z>>W>E^͕y/^d/E'/DE^/KE^E&/>KE/d/KE^KEd,:K^/dE^,>>/DD/d>zEKd/&zdKW>EEWZD/d/E Ez/^ZWE/^/EtZ/d/E'WZ/KZdKd,KDDEDEdK&Ez tKZ<KZZ^WKE^/>&KZ^D͘ 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 ^ ͘ ϭϬϬ&KZ^hD/dd> ϭϬϬW&KZΘ^^hD/dd> y/^d/E'D/Et>>/E'hE/dZ^^͗ ϭϰϬϭt,/',>E^d͕ ^EdE͕ϵϮϳϬϯ W>EEWZD/d/E͘ Z,/ddhZ>^/'E^Zs/^ ϵϴϵϭ/Zs/EEdZZηϮϬϬ /Zs/E͕ϵϮϲϭϴ ;ϳϭϰͿͲϳϭϱͲϬϵϮϯ ďŝǌΛƉůĂŶĂŶĚƉĞƌŵŝƚ͘ĐŽŵ >Kd/KEYZK͗ STATE OF CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO WZKWK^hZ^^͗ ϭϰϬϭt,/',>E^d͕hE/dϮ͕ ^EdE͕ϵϮϳϬϯ ϬϭͬϮϭͬϮϰWZW>EE/E'KDDEd^ ϬϭͬϮϮͬϮϰ&KZW>EE/E'WWZKs> Eth D/Et>>/E'/d/KEΘZDK> Wϭ '(7$,/6 E͘d͘^͘ ZD/d/>ͬEKE^KZEdt>> ϯͬϭϲΗ&ZD/E'd,/E^d ϭͬϮΗDEd<ZKZ tdZWZKK&/E'EZ</^K>d/KE DDZEKsZ<ZKZ ydZ/KZ^,d,/E' /E^h>d/KEWZdϮϰZWKZd E͘d͘^͘E͘d͘^͘ ydZ/KZt>>͘^dhK ydZ/KZ^,d,/E' ;ϮͿ>zZ^h/>/E'WWZ;td,ZͲZ^/^dEd dzWϭ'Z^dz>ϮͿ /E^h>d/KEWZdϮϰZWKZd WηϯKZEZW>^d/ ydZ/KZt>>͘^dhK E͘d͘^͘ ydZ/KZt>>͘^dhKdKhd^/KZEZ DEd^dhK ydZ/KZ^,d,/E' Ϯy&ZD/E'͘Z͗^dZhdhZ>^,d^ ;ϮͿ>zZ^h/>/E'WWZ ;td,ZͲZ^/^dEddzWϭ'Z ^dz>ϮͿ '>sE/Dd>>d, /E^h>d/KEWZdϮϰZWKZd EKd͗Z&ZdK^dZhdhZ>t'^&KZ ^,Zt>>>Kd/KEE^,h>͘ ydZ/KZ/EdZ/KZ ;ϭͿ>zZ^ϱͬϴΗ'zW^hDKZ ;ϮͿ>zZ^h/>/E'WWZ ;td,ZͲZ^/^dEddzWϭ'Z ^dz>ϮͿ /EdZ/KZ ydZ/KZ EKd͗Z&ZdK^dZhdhZ>t'^&KZ ^,Zt>>>Kd/KEE^,h>͘ d/>'ZKhdt,ZKhZ^ DEd^dhK '>sE/Dd>>d, ;ϭͿ>zZ^ϱͬϴΗ'zW^hDKZ '>sE/Dd>>d, DEd^dhK tKK&ZD/E'WZ^dZhdhZ> Ϯyt>> E͘d͘^͘E͘d͘^͘ E͘d͘^͘ EKd͗Z&ZdKW>E&KZWZd/d/KEdzW͘ 't Ϯyt>> /E^h>d/KEWZdϮϰZWKZd EKd͗Z&ZdKW>E&KZWZd/d/KEdzW͘ WZd/d/KEt>> WZd/d/KEt>> Ϯyt>>&ZD/E' 't 't ZD/d/>ͬEKE^KZEdt>> ϯͬϭϲΗ&ZD/E'd,/E^d ϭͬϮΗDEd<ZKZ tdZWZKK&/E'EZ</^K>d/KE DDZEKsZ<ZKZ d/>'ZKhdt,ZKhZ^ E͘d͘^͘E͘d͘^͘ tW^ZΛydZ/KZt>>WZ^dDϵϮϲ $ ydZ/KZ^,d,/E' Ks^ &/E/^,&>KKZ ^,d,/E' ydZ/KZt>>WZ^,h> ^/>>^>Z DEd^dhK ;ϮͿ>zZ^h/>/E'WWZ ;td,ZͲZ^/^dEddzWϭ'Z ^dz>ϮͿ '>sE/Dd>>d, &>KKZ&ZD/E'͖Z͗ ^dZhdhZ>t'^͘ &KhEd/KE͖Z͗ ^dZhdhZ>t'^͘ tW^ZΛydZ/KZt>>WZ^dDϵϮϲ ΖΖ͗EKdd,dtW^Z /^,/EWWZ͘ KZZK^/KEͲZ^/^dEdtW^Z ;Ϯϲ''D/E/DhDͿ E͘d͘^͘E͘d͘^͘ ^t/E'KKZd,Z^,K> KE͘&KhEd/KE Z͗^dZhdhZ>^,d^ sWKZZdZZ Z͗^dZhdhZ>t'^ KEZdW͖Z͗^dZhdhZ>^,d^ ^>//E'KKZd,Z^,K> KE͘&KhEd/KE Z͗^dZhdhZ>^,d^ sWKZZdZZ Z͗^dZhdhZ>t'^ KEZdW͖ Z͗^dZhdhZ>^,d^ ^>Ed E͘d͘^͘ dzW/>ydZ/KZKKZd/>7<3,&$/:,1'2:'(7$,/ ^/>>&>^,/E'DDZE/E^d>> hEZt/EKtE/>/E'&/E ^/>>͕Z&Z^dZhdhZ> t,ZWW>/> 'zW͘KZt/E͘tZW Η>ΗDd> <ZZKE^>Ed DEd^dhK '>sE/Dd>>d, t/EKt^^,h> &>^,/E'Θ^>Ed ^,d,/E' ;ϮͿ>zZ^h/>/E'WWZ ϵΗ^&>WKͬt/E͘&/E >K</E'^E^^Zz ^dt/EKt/E^>Ed ydZ/KZt>> ,Zt,ZKhZ^͕ Z͗^dZhdhZ>t'^͘ <ZZKE^>Ed ^/E' ;ϮͿ>zZ^h/>/E'WWZ hEZ&>^,/E'DDZE :D^/E' KKZd,Z^,K> KKZ^^,h> ,&>^,/E' <ZZKE^>Ed :DK>/E't/d,tW,K>^͘ ,>D/E͘ϯΗ&>E',>hW ϭͬϰΗ&ZKD,&>^,/E' ;ϮͿ>zZ^h/>/E'WWZ &>^,/E'dW ,Z͕Z&Z^dZhdhZ> t,ZWW>/> &>^,/E' ^,d,/E' ydZ/KZt>> E͘d͘^͘ DEd^dhK E͘d͘^͘E͘d͘^͘ tKK:D^/E' ^YhZ'^ >K</E' KKZ :D^/E' dzW/>/EdZ/KZKKZ:Dd/> 't EKd͗ x &>^,/E'WWZ͕DK/^dKW&>^,/E'KZYh>͕;ϵΗ t/D/E͘ͿϬͬE/>/E'&/EΛdKWK&t/EKt^;,Ϳ dzW͘dtKKEd/EhKh^^K&DK/^dKW^>EdKZ Yh>hEZ&>^,/E'WWZ;ϭͿϬͬE/>/E'&/EE ;ϭͿddKWK&&>h^,/E'WWZdzW͘ x &>^,/E'WWZ͕^>&^>/E'DDZE͕;ϵΗt/ D/E͘ͿKͬtKK&ZD/E'ΘhEZE/>/E'&/E^/K& ͮt/EKt^;:DͿdzW͘ x EKd^͗ с/E/d^^YhE&KZ/E^d>>d/KEϵΗDK/^d ^dKW&>^,/E'WWZdzW͘K&&>^,/E'WWZ x d,dh>EhDZK&&>^,/E'W/^ZYh/Z/^ dZD/Ezd,Z/h^K&d,KWE/E'Ed, ^/K&d,&>^,/E'͘;ϵΗt/&>^,/E'D/E͘Ϳ x WW>zKEd/EhKh^K&^>EdKDW>z/E' t/d,DϴϬϬdKd,<^/;/EdZ/KZͿK&d, t/EKtDKhEd/E'&>E'^ x dt/EKt,͕:D^E^/>>>>KZZK^/s Z^/^dEd&^dEZ^ZdKE/>d,ZKh',&/E EK>K^Zd,EϯΗK͘͘EEKdDKZd,EϭϲΗK͘͘ x &^dEZ^^,>>t/d,/EϭϬΗ&ZKDKZEZ^EK E/>^^,>>EdKsZd,E/>/E'&/EdK^hZ t/EKt x Z&ZdKDϮϰϬϬͲϭϬ^dEZWZd/&KZ /E^d>>d/KEK&t/EKt^t/d,DKhEd/E'&>E'^ /E^dhKE^dZhd/KE&KZ/d/KE> ZYh/ZDEd^͘ t/EKt t/EKt Ϯ ϰ ϱ ϭ Ϯ ϰ &>^,/E'WWZ͕^>&^>/E'DDZE͕;ϵΗt/D/E͘Ϳ KͬtKK&ZD/E'ΘhEZE/>/E'&/E^/K&t/EKt^ ;:DͿdzW͘ &>^,/E'WWZ͕DK/^dKW&>^,/E'KZYh>͕;ϵΗt/D/E͘Ϳ ϬͬE/>/E'&/EΛdKWK&t/EKt^;,ͿdzW͘dtKKEd/EhKh^ ^K&DK/^dKW^>EdKZYh>hEZ&>^,/E'WWZ;ϭͿ ϬͬE/>/E'&/EE;ϭͿddKWK&&>h^,/E'WWZdzW͘ t/EKt^/>>&>^,/E' ϭ E͘d͘^͘ dzW/>/EdZ/KZKKZd/> tKK:D^/E' ^YhZ'^ KKZ^^,h> :D^/E' ^^dZhdhZ>^,d^ >K</E'^ZYΖ ^>KWϮй Ϯy&ZD/E'͘Z͗^dZhdhZ>^,d^ /E^h>d/KEWZdϮϰZWKZd ;EͿϱͬϴΗdzWy't͘ ;EͿϱͬϴΗdzWy't͘ /EdZ/KZ /EdZ/KZ 'zW^hDt>>KZ͕tKK^dh^ &/Z^/'E͗ x KE>zZϱͬϴ഼dzWy'zW^hDt>>KZ KZ'zW^hDsEZ^WW>/WZ>>> KZdZ/',dE'>^dK,^/K&Ϯпϰ tKK^dh^Ϯϰ഼K͘͘t/d,ϲKdE/>^͕ ϭͲϳͬϴ഼>KE'͕Ϭ͘Ϭϵϭϱ഼^,E<͕ϭͬϰ഼,^͕ϳ഼ K͘͘:K/Ed^^d''ZϮϰ഼KEKWWK^/d ^/^͘;>KͲZ/E'Ϳ 7+,&.1(66Ǝ)LUH $3352;:(,*+7SVI)LUH ),5(7(678/5 8/'(6,*18 8/5 8/'(6,*18 ^d͗Eͬ '&/>EK͘tWϯϱϭϬ ϭ,KhZ&/Zt>>͕Ϯyϰ͕>KͲZ/E' ΖΖ͗EKdd,dtW^Z /^,/EWWZ͘ KZZK^/KEͲZ^/^dEdtW^Z ;Ϯϲ''D/E/DhDͿ DEd^dhK ydZ/KZ^,d,/E' ;ϮͿ>zZ^h/>/E'WWZ ;td,ZͲZ^/^dEddzWϭ'Z ^dz>ϮͿ '>sE/Dd>>d, $ Ks^͖zKd,Z^ &/E/^,&>KKZ͖ zKd,Z^ ^h&>KKZ ^>KE'Z͖Z͗ ^dZhdhZ>t'^͘ ;Ϳ&KhEd/KE ydZ/KZt>>WZ^,h> ^/>>^>Z &>^,/E'dW EKd͗d,/d/KEK&W>ztKK^,d,/E'dK d,^^^D>/^K^EKd>^^Ed,/Z&/Z Z^/^dE͘dd,t>>dKy/^d/E'KZEt &/ZZd&>KKZͬ/>/E'^^D>z^ZYh/Z͘ 1401 W Highland St & #2 - 101118574 & 766/10/2024 D-2 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR N OTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CO NTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 DETAILS 2 1 EXHAUST FAN (OR APPROVED EQUAL) WET RATED RECESSED LED LIGHT(OR APPROVED EQUAL) 4 5 N.T.S. N.T.S. BLDG PAPER/LATH PAPER TUCKED UP UNDER FLASHING (6" MIN LAP) SOLDER ALL JOINTS FOR METAL FLASHING OR USE SELF ADHERING WATERPROOFING WALL THICKNESS NOTE: x REFER TO AAMA 2400-10 STANDARD PRACTICE FOR INSTALLATION OF WINDOWS WITH MOUNTING FLANGES IN STUD CONSTRUCTION FOR ADDITIONAL REQUIREMENTS. x SEE WINDOW SILL FLASHING FOR MORE INFORMATION. 2X STUD SHT MET FLASHING SOLDER ALL JOINTS WINDOW SILL FLASHING DOOR THRESHOLD FLASHING NOTE: x PROVIDE SOLID BLOCKING AT ALL FLASHING LOCATIONS. x SEE WINDOW SILL FLASHING FOR MORE INFORMATION. 3 N.T.S. 7 WROUGHT IRON FENCE DESIGN ALL RESIDENTIAL FRONT YARD FENCES SHALL CONFORM TO SECTION 41-610 OF THE MUNICIPAL CODE.THE FOLLOWING DESIGN EXAMPLES AND SITE PLAN ARE TO BE USED FOR REFERENCE WHEN PREPARING SUBMITTAL PLANS FOR A FRONT YARD FENCE PERMIT. 9 UFER GROUND DETAIL (OR APPROVED EQUAL) BOLTED-TYPE CONNECTION DEVICE OR EXOTHERMIC WELD NONMETALLIC PROTECTIVE SLEEVE GROUNDING ELECTRODE CONDUCTOR GROUNDING ELECTRODE FOUNDATION IN DIRECT CONTACT WITH EARTH NO.4 AWG OR LARGER BARE COPPER CONDUCTOR OR STEEL REINFORCING BAR OR ROD NOT LESS THAN 1/2" DIAMETER CONCRETE FOUNDATION 6 EXTERIOR STAIR WATERPROOFING DECK COVERING WEAR LAYER AND FINISH COATS.PROVIDE %1 MIN.SLOPE FOR DRAINAGE . DECK COVERING WATERPROOF MEMBRANE CORROSION RESISTANT SCREWS ADDITIONAL MEMBRANE 24GA SHEET METAL FLASHING PLYWOOD SUBSTRATE STAIR NOSING 8 MASONRY FENCE DESIGN W/ PILASTERS ALL RESIDENTIAL FRONT YARD FENCES SHALL CONFORM TO SECTION 41-610 OF THE MUNICIPAL CODE.THE FOLLOWING DESIGN EXAMPLES AND SITE PLAN ARE TO BE USED FOR REFERENCE WHEN PREPARING SUBMITTAL PLANS FOR A FRONT YARD FENCE PERMIT. N.T.S. N.T.S.N.T.S. N.T.S. 10 N.T.S. SECTION THROUGH SHOWER (3) 2x4 FLAT PLATE BASE MORTAR SHOWER PAN MEMBRANE LINER PRE-SLOP MORTAR ADJUSTABLE DRAIN WIRE MESH THINSET 2x WALL 1/2" CEMENT BACKER BOARD WATER PROOFING AND CRACK ISOLATION MEMBRANE OVER BACKER BOARD TILE OR NON-ABSORBENT SURFACE. UP TO MIN. 72" ABOVE THE DRAIN LEVEL TILE OR NON-ABSORBENT SURFACE PLUMBING VENT PIPE BOOT GASKET SELF-SEALING BITUMINOUS MEMBRANE INSULATION; RE: TITLE 24 ROOF UNDERLAYMENT ROOF SHEATHING SEAL PIPE AT PERIMETER PIPE PENETRATION. TYP. 2 2 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 D-3 SHEET REV DATE DESCRIPTION 11/14/23A THERE SHALL BE NO CHANGES OR DEV IATION ON THESE PLANS WITHOUT T HE CONSENT OF PLAN AND PERMIT INC. NOTES AND DETAILS ON THE DRA WINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETA ILS. WHERE NO DETAILS SHOWN OR N OTED ON THE DRAWINGS, THE DETAI LS SHALL BE THE SAME AS FOR OTHER SIMILAR WORK.CO NTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIME NSIONS 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 DETAILS MOLDING HATCH DOOR FRAMING 3 N.T.S. GWB ATTIC ACCESS DETAIL 6 N.T.S. ISLAND DRAIN VENT DETAIL A, B AND C ARE Y-BRANCH FITTINGS "a""b" c C.O. d FOOT VENT 1 1 2" HORIZONTAL DRAIN DRAIN BOARD 1 1 2" 1 1 2" 2" FLOOR VERTICAL FIXTURE DRAIN NO FIXTURES UPSTREAM VENT THROUGH ROOF OR CONNECT TO OTHER VENTS VERTICAL FIXTURE VENT NEAREST PARTITION 1 4" PER FOOT GRADE CLOTHES WASHER DRAIN HOSE INDIRECT CONNECTION CLOTHES WASHER STANDPIPE TRAP WASTE STACK CLOTHES WASHER CONNECTION2 N.T.S. EXTERIOR SHEATHING (2) LAYERS BUILDING PAPER (WEATHER-RESISTANT TYPE 1 GRADE D STYLE 2) TRIM AROUND OPENING, HARDIE TRIM BOARD EXTERIOR WALL PER SCHEDULE BLOCKING AS REQUIRED FLASHING TAPE 1/4" GAP, DO NOT CAULK FLASHING LEAVE APPROPRIATE GAP AND CAULK FIXTURE PENETRATION INTERIOR FINISH 4 N.T.S. FIXTURE PENETRATION CEMENT STUCCO 7 REQUIREMENTS FOR ATTIC ACCESS INSTALLATIONS N.T.S.5 N.T.S. 3/8" DIA. x 3" LAG BOLTS WITH WASHERS LOCATED AT EACH END OF STRAP TO STUD MIN.2" RIGID NONCOMBUSTABLE SPACER,UNLESS WATER HEATER IS APPROVED FOR A LESSER CLEARANCE FROM COMBUSTABLES NON RIGID CONNECTIONS AND FLUE BEYOND 1 1 2" x 16 GAUGE WIDE MIN. PERFORATED STEEL STRAPS AT TOP AND BOTTOM. STRAP IS TO HAVE MAX.5/16" HOLES AND SHALL BE LOCATED 6" TO 8" FROM TOP OF WATER HEATER TANK CONTROLS AT LOWER THIRD CONTROLS ANGLE CLIPS EACH LEG SECURELY TO PLATFORM PLAN 3"Ø x 36"H BOLLARD GUARD TANK WATER HEATER INSTALLATION (OR APPROVED EQUAL) 1 N.T.S. NOT USED 8 N.T.S.N.T.S. 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 9 N.T.S.N.T.S. ELECTRICAL SERVICE REQUIREMENTS 2 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 'EͲϭ ^,d Zs d^Z/Wd/KE ϭϭͬϭϰͬϮϯ d,Z^,>>EK,E'^KZs /d/KEKEd,^W>E^t/d,Khdd ,KE^EdK&W>EEWZD/d/E͘EKd^Ed/>^KEd,Zt/E'^^,>>d<WZEKsZ'EZ>EKd^EdzW/>d/>^͘t,ZEKd/>^^,KtEKZEKdKEd,Zt/E'^͕d,d/>^^,>>d,^D^&KZKd,Z^/D/>ZtKZ<͘KEdZdKZ^,>>sZ/&z>>W>E^͕y/^d/E'/DE^/KE^E&/>KE/d/KE^KEd,:K^/dE^,>>/DD/d>zEKd/&zdKW>EEWZD/d/E Ez/^ZWE/^/EtZ/d/E'WZ/KZdKd,KDDEDEdK&Ez tKZ<KZZ^WKE^/>&KZ^D͘ 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 ^ ͘ ϭϬϬ&KZ^hD/dd> ϭϬϬW&KZΘ^^hD/dd> y/^d/E'D/Et>>/E'hE/dZ^^͗ ϭϰϬϭt,/',>E^d͕ ^EdE͕ϵϮϳϬϯ W>EEWZD/d/E͘ Z,/ddhZ>^/'E^Zs/^ ϵϴϵϭ/Zs/EEdZZηϮϬϬ /Zs/E͕ϵϮϲϭϴ ;ϳϭϰͿͲϳϭϱͲϬϵϮϯ ďŝǌΛƉůĂŶĂŶĚƉĞƌŵŝƚ͘ĐŽŵ >Kd/KEYZK͗ STATE OF CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO WZKWK^hZ^^͗ ϭϰϬϭt,/',>E^d͕hE/dϮ͕ ^EdE͕ϵϮϳϬϯ ϬϭͬϮϭͬϮϰWZW>EE/E'KDDEd^ ϬϭͬϮϮͬϮϰ&KZW>EE/E'WWZKs> Eth D/Et>>/E'/d/KEΘZDK> *(1(5$/127(6 ,WdZϰ Z^/Ed/>DEdKZzD^hZ^ /s/^/KEϰ͘ϭ W>EE/E'E^/'E /s/^/KEϰ͘ϯ tdZ&&//EzEKE^Zsd/KE ϰ͘ϰϬϴ͘ϮKE^dZhd/KEt^dDE'DEdW>E͘^ƵďŵŝƚĂĐŽŶƐƚƌƵĐƚŝŽŶǁĂƐƚĞŵĂŶĂŐĞŵĞŶƚƉůĂŶŝŶĐŽŶĨŽƌŵĂŶĐĞǁŝƚŚ/ƚĞŵƐϭƚŚƌŽƵŐŚϱ͘ dŚĞĐŽŶƐƚƌƵĐƚŝŽŶǁĂƐƚĞŵĂŶĂŐĞŵĞŶƚƉůĂŶƐŚĂůůďĞƵƉĚĂƚĞĚĂƐŶĞĐĞƐƐĂƌǇĂŶĚƐŚĂůůďĞĂǀĂŝůĂďůĞĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶĨŽƌĞǆĂŵŝŶĂƚŝŽŶďǇƚŚĞ ĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ ϭ͘/ĚĞŶƚŝĨǇƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŵĂƚĞƌŝĂůƐƚŽďĞĚŝǀĞƌƚĞĚĨƌŽŵĚŝƐƉŽƐĂůďǇƌĞĐǇĐůŝŶŐ͕ƌĞƵƐĞŽŶƚŚĞƉƌŽũĞĐƚŽƌƐĂůǀĂŐĞĨŽƌ ĨƵƚƵƌĞƵƐĞŽƌƐĂůĞ͘ Ϯ͘^ƉĞĐŝĨǇŝĨĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŵĂƚĞƌŝĂůƐǁŝůůďĞƐŽƌƚĞĚŽŶͲƐŝƚĞ;ƐŽƵƌĐĞƐĞƉĂƌĂƚĞĚͿŽƌďƵůŬŵŝǆĞĚ;ƐŝŶŐůĞƐƚƌĞĂŵͿ͘ ϯ͘/ĚĞŶƚŝĨǇĚŝǀĞƌƐŝŽŶĨĂĐŝůŝƚŝĞƐǁŚĞƌĞƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŵĂƚĞƌŝĂůĐŽůůĞĐƚĞĚǁŝůůďĞƚĂŬĞŶ͘ ϰ͘/ĚĞŶƚŝĨǇĐŽŶƐƚƌƵĐƚŝŽŶŵĞƚŚŽĚƐĞŵƉůŽǇĞĚƚŽƌĞĚƵĐĞƚŚĞĂŵŽƵŶƚŽĨĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŐĞŶĞƌĂƚĞĚ͘ ϱ͘^ƉĞĐŝĨǇƚŚĂƚƚŚĞĂŵŽƵŶƚŽĨĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŵĂƚĞƌŝĂůƐĚŝǀĞƌƚĞĚƐŚĂůůďĞĐĂůĐƵůĂƚĞĚďǇǁĞŝŐŚƚŽƌǀŽůƵŵĞ͕ďƵƚŶŽƚďǇďŽƚŚ͘ ϰ͘ϰϬϴ͘ϯt^dDE'DEdKDWEz͘hƚŝůŝǌĞĂǁĂƐƚĞŵĂŶĂŐĞŵĞŶƚĐŽŵƉĂŶǇ͕ĂƉƉƌŽǀĞĚďǇƚŚĞ ĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͕ǁŚŝĐŚĐĂŶƉƌŽǀŝĚĞ ǀĞƌŝĨŝĂďůĞĚŽĐƵŵĞŶƚĂƚŝŽŶƚŚĂƚƚŚĞƉĞƌĐĞŶƚĂŐĞŽĨĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚ ĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŵĂƚĞƌŝĂůĚŝǀĞƌƚĞĚĨƌŽŵƚŚĞůĂŶĚĨŝůůĐŽŵƉůŝĞƐǁŝƚŚ^ĞĐƚŝŽŶ ϰ͘ϰϬϴ͘ϭ͘ EŽƚĞ͗dŚĞŽǁŶĞƌŽƌĐŽŶƚƌĂĐƚŽƌŵĂǇŵĂŬĞƚŚĞĚĞƚĞƌŵŝŶĂƚŝŽŶŝĨƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŵĂƚĞƌŝĂůƐǁŝůůďĞĚŝǀĞƌƚĞĚďǇĂǁĂƐƚĞ ŵĂŶĂŐĞŵĞŶƚĐŽŵƉĂŶǇ͘ ϰ͘ϰϬϴ͘ϰt^d^dZDZhd/KE>dZEd/s΀>Z΁͘WƌŽũĞĐƚƐƚŚĂƚŐĞŶĞƌĂƚĞĂƚŽƚĂůĐŽŵďŝŶĞĚǁĞŝŐŚƚŽĨĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞ ĚŝƐƉŽƐĞĚŽĨŝŶůĂŶĚĨŝůůƐ͕ǁŚŝĐŚĚŽŶŽƚĞǆĐĞĞĚϯ͘ϰůďƐͬ͘ƐƋ͘Ĩƚ͘ŽĨƚŚĞďƵŝůĚŝŶŐĂƌĞĂƐŚĂůůŵĞĞƚƚŚĞŵŝŶŝŵƵŵϲϱйĐŽŶƐƚƌƵĐƚŝŽŶǁĂƐƚĞƌĞĚƵĐƚŝŽŶ ƌĞƋƵŝƌĞŵĞŶƚŝŶ^ĞĐƚŝŽŶϰ͘ϰϬϴ͘ϭ ϰ͘ϰϬϴ͘ϰ͘ϭt^d^dZDZhd/KE>dZEd/s͘WƌŽũĞĐƚƐƚŚĂƚŐĞŶĞƌĂƚĞĂƚŽƚĂůĐŽŵďŝŶĞĚǁĞŝŐŚƚŽĨĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶ ǁĂƐƚĞĚŝƐƉŽƐĞĚŽĨŝŶůĂŶĚĨŝůůƐ͕ǁŚŝĐŚĚŽŶŽƚĞǆĐĞĞĚϮƉŽƵŶĚƐƉĞƌƐƋƵĂƌĞĨŽŽƚŽĨƚŚĞďƵŝůĚŝŶŐĂƌĞĂ͕ƐŚĂůůŵĞĞƚƚŚĞŵŝŶŝŵƵŵϲϱйĐŽŶƐƚƌƵĐƚŝŽŶ ǁĂƐƚĞƌĞĚƵĐƚŝŽŶƌĞƋƵŝƌĞŵĞŶƚŝŶ^ĞĐƚŝŽŶϰ͘ϰϬϴ͘ϭ ϰ͘ϰϬϴ͘ϱKhDEdd/KE͘ŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůďĞƉƌŽǀŝĚĞĚƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇǁŚŝĐŚĚĞŵŽŶƐƚƌĂƚĞƐĐŽŵƉůŝĂŶĐĞǁŝƚŚ^ĞĐƚŝŽŶϰ͘ϰϬϴ͘Ϯ͕ ŝƚĞŵƐϭƚŚƌŽƵŐŚϱ͕^ĞĐƚŝŽŶϰ͘ϰϬϴ͘ϯŽƌ^ĞĐƚŝŽŶϰ͘ϰϬϴ͘ϰ͘͘ EŽƚĞƐ͗ ϭ͘^ĂŵƉůĞĨŽƌŵƐĨŽƵŶĚŝŶΗ'ƵŝĚĞƚŽƚŚĞĂůŝĨŽƌŶŝĂ'ƌĞĞŶƵŝůĚŝŶŐ^ƚĂŶĚĂƌĚƐŽĚĞ;ZĞƐŝĚĞŶƚŝĂůͿΗůŽĐĂƚĞĚĂƚǁǁǁ͘ŚĐĚ͘ĐĂ͘ŐŽǀͬ>'ƌĞĞŶ͘Śƚŵů ŵĂǇďĞƵƐĞĚƚŽĂƐƐŝƐƚŝŶĚŽĐƵŵĞŶƚŝŶŐĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐƐĞĐƚŝŽŶ͘ Ϯ͘DŝǆĞĚĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶĚĞďƌŝƐ;ΘͿƉƌŽĐĞƐƐŽƌƐĐĂŶďĞůŽĐĂƚĞĚĂƚƚŚĞĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨZĞƐŽƵƌĐĞƐZĞĐǇĐůŝŶŐĂŶĚ ZĞĐŽǀĞƌǇ;ĂůZĞĐǇĐůĞͿ͘ ϰ͘ϰϭϬh/>/E'D/EdEEEKWZd/KE ϰ͘ϰϭϬ͘ϭKWZd/KEED/EdEEDEh>͘ƚƚŚĞƚŝŵĞŽĨĨŝŶĂůŝŶƐƉĞĐƚŝŽŶ͕ĂŵĂŶƵĂů͕ĐŽŵƉĂĐƚĚŝƐĐ͕ǁĞďͲďĂƐĞĚƌĞĨĞƌĞŶĐĞŽƌŽƚŚĞƌ ŵĞĚŝĂĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇǁŚŝĐŚŝŶĐůƵĚĞƐĂůůŽĨƚŚĞĨŽůůŽǁŝŶŐƐŚĂůůďĞƉůĂĐĞĚŝŶƚŚĞďƵŝůĚŝŶŐ͗ ϭ͘ŝƌĞĐƚŝŽŶƐƚŽƚŚĞŽǁŶĞƌŽƌŽĐĐƵƉĂŶƚƚŚĂƚƚŚĞŵĂŶƵĂůƐŚĂůůƌĞŵĂŝŶǁŝƚŚƚŚĞďƵŝůĚŝŶŐƚŚƌŽƵŐŚŽƵƚƚŚĞůŝĨĞĐǇĐůĞŽĨƚŚĞƐƚƌƵĐƚƵƌĞ͘ Ϯ͘KƉĞƌĂƚŝŽŶĂŶĚŵĂŝŶƚĞŶĂŶĐĞŝŶƐƚƌƵĐƚŝŽŶƐĨŽƌƚŚĞĨŽůůŽǁŝŶŐ͗ Ă͘ƋƵŝƉŵĞŶƚĂŶĚĂƉƉůŝĂŶĐĞƐ͕ŝŶĐůƵĚŝŶŐǁĂƚĞƌͲƐĂǀŝŶŐĚĞǀŝĐĞƐĂŶĚƐǇƐƚĞŵƐ͕,sƐǇƐƚĞŵƐ͕ƉŚŽƚŽǀŽůƚĂŝĐƐǇƐƚĞŵƐ͕ĞůĞĐƚƌŝĐ ǀĞŚŝĐůĞĐŚĂƌŐĞƌƐ͕ǁĂƚĞƌͲŚĞĂƚŝŶŐƐǇƐƚĞŵƐĂŶĚŽƚŚĞƌŵĂũŽƌĂƉƉůŝĂŶĐĞƐĂŶĚĞƋƵŝƉŵĞŶƚ͘ ď͘ZŽŽĨĂŶĚǇĂƌĚĚƌĂŝŶĂŐĞ͕ŝŶĐůƵĚŝŶŐŐƵƚƚĞƌƐĂŶĚĚŽǁŶƐƉŽƵƚƐ͘ Đ͘^ƉĂĐĞĐŽŶĚŝƚŝŽŶŝŶŐƐǇƐƚĞŵƐ͕ŝŶĐůƵĚŝŶŐĐŽŶĚĞŶƐĞƌƐĂŶĚĂŝƌĨŝůƚĞƌƐ͘ Ě͘>ĂŶĚƐĐĂƉĞŝƌƌŝŐĂƚŝŽŶƐǇƐƚĞŵƐ͘ Ğ͘tĂƚĞƌƌĞƵƐĞƐǇƐƚĞŵƐ͘ ϯ͘/ŶĨŽƌŵĂƚŝŽŶĨƌŽŵůŽĐĂůƵƚŝůŝƚǇ͕ǁĂƚĞƌĂŶĚǁĂƐƚĞƌĞĐŽǀĞƌǇƉƌŽǀŝĚĞƌƐŽŶŵĞƚŚŽĚƐƚŽĨƵƌƚŚĞƌƌĞĚƵĐĞƌĞƐŽƵƌĐĞĐŽŶƐƵŵƉƚŝŽŶ͕ŝŶĐůƵĚŝŶŐƌĞĐǇĐůĞ ƉƌŽŐƌĂŵƐĂŶĚůŽĐĂƚŝŽŶƐ͘ ϰ͘WƵďůŝĐƚƌĂŶƐƉŽƌƚĂƚŝŽŶĂŶĚͬŽƌĐĂƌƉŽŽůŽƉƚŝŽŶƐĂǀĂŝůĂďůĞŝŶƚŚĞĂƌĞĂ͘ ϱ͘ĚƵĐĂƚŝŽŶĂůŵĂƚĞƌŝĂůŽŶƚŚĞƉŽƐŝƚŝǀĞŝŵƉĂĐƚƐŽĨĂŶŝŶƚĞƌŝŽƌƌĞůĂƚŝǀĞŚƵŵŝĚŝƚǇďĞƚǁĞĞŶϯϬͲϲϬƉĞƌĐĞŶƚĂŶĚǁŚĂƚŵĞƚŚŽĚƐĂŶŽĐĐƵƉĂŶƚŵĂǇƵƐĞ ƚŽŵĂŝŶƚĂŝŶƚŚĞƌĞůĂƚŝǀĞŚƵŵŝĚŝƚǇůĞǀĞůŝŶƚŚĂƚƌĂŶŐĞ͘ ϲ͘/ŶĨŽƌŵĂƚŝŽŶĂďŽƵƚǁĂƚĞƌͲĐŽŶƐĞƌǀŝŶŐůĂŶĚƐĐĂƉĞĂŶĚŝƌƌŝŐĂƚŝŽŶĚĞƐŝŐŶĂŶĚĐŽŶƚƌŽůůĞƌƐǁŚŝĐŚĐŽŶƐĞƌǀĞǁĂƚĞƌ͘ ϳ͘/ŶƐƚƌƵĐƚŝŽŶƐĨŽƌŵĂŝŶƚĂŝŶŝŶŐŐƵƚƚĞƌƐĂŶĚĚŽǁŶƐƉŽƵƚƐĂŶĚƚŚĞŝŵƉŽƌƚĂŶĐĞŽĨĚŝǀĞƌƚŝŶŐǁĂƚĞƌĂƚůĞĂƐƚϱĨĞĞƚĂǁĂǇĨƌŽŵƚŚĞĨŽƵŶĚĂƚŝŽŶ͘ ϴ͘/ŶĨŽƌŵĂƚŝŽŶŽŶƌĞƋƵŝƌĞĚƌŽƵƚŝŶĞŵĂŝŶƚĞŶĂŶĐĞŵĞĂƐƵƌĞƐ͕ŝŶĐůƵĚŝŶŐ͕ďƵƚŶŽƚůŝŵŝƚĞĚƚŽ͕ĐĂƵůŬŝŶŐ͕ƉĂŝŶƚŝŶŐ͕ŐƌĂĚŝŶŐĂƌŽƵŶĚƚŚĞďƵŝůĚŝŶŐ͕ĞƚĐ͘ ϵ͘/ŶĨŽƌŵĂƚŝŽŶĂďŽƵƚƐƚĂƚĞƐŽůĂƌĞŶĞƌŐǇĂŶĚŝŶĐĞŶƚŝǀĞƉƌŽŐƌĂŵƐĂǀĂŝůĂďůĞ͘ ϭϬ͘ĐŽƉǇŽĨĂůůƐƉĞĐŝĂůŝŶƐƉĞĐƚŝŽŶƐǀĞƌŝĨŝĐĂƚŝŽŶƐƌĞƋƵŝƌĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇŽƌƚŚŝƐĐŽĚĞ͘ ϭϭ͘/ŶĨŽƌŵĂƚŝŽŶĨƌŽŵƚŚĞĞƉĂƌƚŵĞŶƚŽĨ&ŽƌĞƐƚƌǇĂŶĚ&ŝƌĞWƌŽƚĞĐƚŝŽŶŽŶŵĂŝŶƚĞŶĂŶĐĞŽĨĚĞĨĞŶƐŝďůĞƐƉĂĐĞĂƌŽƵŶĚƌĞƐŝĚĞŶƚŝĂůƐƚƌƵĐƚƵƌĞƐ͘ ϭϮ͘/ŶĨŽƌŵĂƚŝŽŶĂŶĚͬŽƌĚƌĂǁŝŶŐƐŝĚĞŶƚŝĨǇŝŶŐƚŚĞůŽĐĂƚŝŽŶŽĨŐƌĂďďĂƌƌĞŝŶĨŽƌĐĞŵĞŶƚƐ͘ ϰ͘ϰϭϬ͘ϮZz>/E'zKhWEd^͘tŚĞƌĞϱŽƌŵŽƌĞŵƵůƚŝĨĂŵŝůǇĚǁĞůůŝŶŐƵŶŝƚƐĂƌĞĐŽŶƐƚƌƵĐƚĞĚŽŶĂďƵŝůĚŝŶŐƐŝƚĞ͕ƉƌŽǀŝĚĞƌĞĂĚŝůǇĂĐĐĞƐƐŝďůĞ ĂƌĞĂ;ƐͿƚŚĂƚƐĞƌǀĞƐĂůůďƵŝůĚŝŶŐƐŽŶƚŚĞƐŝƚĞĂŶĚĂƌĞŝĚĞŶƚŝĨŝĞĚĨŽƌƚŚĞĚĞƉŽƐŝƚŝŶŐ͕ƐƚŽƌĂŐĞĂŶĚĐŽůůĞĐƚŝŽŶŽĨŶŽŶͲŚĂǌĂƌĚŽƵƐŵĂƚĞƌŝĂůƐĨŽƌƌĞĐǇĐůŝŶŐ͕ ŝŶĐůƵĚŝŶŐ;ĂƚĂŵŝŶŝŵƵŵͿƉĂƉĞƌ͕ĐŽƌƌƵŐĂƚĞĚĐĂƌĚďŽĂƌĚ͕ŐůĂƐƐ͕ƉůĂƐƚŝĐƐ͕ŽƌŐĂŶŝĐǁĂƐƚĞƌ͕ĂŶĚŵĞƚĂůƐ͕ŽƌŵĞĞƚĂůĂǁĨƵůůǇĞŶĂĐƚĞĚůŽĐĂůƌĞĐǇĐůŝŶŐ ŽƌĚŝŶĂŶĐĞ͕ŝĨŵŽƌĞƌĞƐƚƌŝĐƚŝǀĞ͘ ǆĐĞƉƚŝŽŶ͗ZƵƌĂůũƵƌŝƐĚŝĐƚŝŽŶƐƚŚĂƚŵĞĞƚĂŶĚĂƉƉůǇĨŽƌƚŚĞĞǆĞŵƉƚŝŽŶŝŶWƵďůŝĐZĞƐŽƵƌĐĞƐŽĚĞ^ĞĐƚŝŽŶϰϮϲϰϵ͘ϴϮ;ĂͿ;ϮͿ;ͿĞƚƐĞƋ͘ĂƌĞŶŽƚĞ ƌĞƋƵŝƌĞĚƚŽĐŽŵƉůǇǁŝƚŚƚŚĞŽƌŐĂŶŝĐǁĂƐƚĞƉŽƌƚŝŽŶŽĨƚŚŝƐƐĞĐƚŝŽŶ͘ /s/^/KEϰ͘ϱ Es/ZKEDEd>Yh>/dz ϰ͘ϯϬϯ /EKKZtdZh^ ϰ͘ϯϬϯ͘ϭtdZKE^Zs/E'W>hD/E'&/ydhZ^E&/dd/E'^͘ WůƵŵďŝŶŐĨŝǆƚƵƌĞƐ;ǁĂƚĞƌĐůŽƐĞƚƐĂŶĚƵƌŝŶĂůƐͿĂŶĚĨŝƚƚŝŶŐƐ;ĨĂƵĐĞƚƐĂŶĚƐŚŽǁĞƌŚĞĂĚƐͿƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞƐĞĐƚŝŽŶƐϰ͘ϯϬϯ͘ϭ͘ϭ͕ϰ͘ϯϬϯ͘ϭ͘Ϯ͕ ϰ͘ϯϬϯ͘ϭ͘ϯ͕ĂŶĚϰ͘ϯϬϯ͘ϰ͘ϰ͘ EŽƚĞ͗ůůŶŽŶĐŽŵƉůŝĂŶƚƉůƵŵďŝŶŐĨŝǆƚƵƌĞƐŝŶĂŶǇƌĞƐŝĚĞŶƚŝĂůƌĞĂůƉƌŽƉĞƌƚǇƐŚĂůůďĞƌĞƉůĂĐĞĚǁŝƚŚǁĂƚĞƌͲĐŽŶƐĞƌǀŝŶŐƉůƵŵďŝŶŐĨŝǆƚƵƌĞƐ͘ WůƵŵďŝŶŐĨŝǆƚƵƌĞƌĞƉůĂĐĞŵĞŶƚŝƐƌĞƋƵŝƌĞĚƉƌŝŽƌƚŽŝƐƐƵĂŶĐĞŽĨĂĐĞƌƚŝĨŝĐĂƚĞŽĨĨŝŶĂůĐŽŵƉůĞƚŝŽŶ͕ĐĞƌƚŝĨŝĐĂƚĞŽĨŽĐĐƵƉĂŶĐǇ͕ŽƌĨŝŶĂůƉĞƌŵŝƚ ĂƉƉƌŽǀĂůďǇƚŚĞůŽĐĂůďƵŝůĚŝŶŐĚĞƉĂƌƚŵĞŶƚ͘^ĞĞŝǀŝůŽĚĞ^ĞĐƚŝŽŶϭϭϬϭ͘ϭ͕ĞƚƐĞƋ͕͘ĨŽƌƚŚĞĚĞĨŝŶŝƚŝŽŶŽĨĂŶŽŶĐŽŵƉůŝĂŶƚƉůƵŵďŝŶŐĨŝǆƚƵƌĞ͕ ƚǇƉĞƐŽĨƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐĂĨĨĞĐƚĞĚĂŶĚŽƚŚĞƌŝŵƉŽƌƚĂŶƚĞŶĂĐƚŵĞŶƚĚĂƚĞƐ͘ ϰ͘ϯϬϯ͘ϭ͘ϭtĂƚĞƌůŽƐĞƚƐ͘dŚĞĞĨĨĞĐƚŝǀĞĨůƵƐŚǀŽůƵŵĞŽĨĂůůǁĂƚĞƌĐůŽƐĞƚƐƐŚĂůůŶŽƚĞǆĐĞĞĚϭ͘ϮϴŐĂůůŽŶƐƉĞƌĨůƵƐŚ͘dĂŶŬͲƚǇƉĞ ǁĂƚĞƌĐůŽƐĞƚƐƐŚĂůůďĞĐĞƌƚŝĨŝĞĚƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂŽĨƚŚĞh͘^͘WtĂƚĞƌ^ĞŶƐĞ^ƉĞĐŝĨŝĐĂƚŝŽŶĨŽƌdĂŶŬͲƚǇƉĞdŽŝůĞƚƐ͘ EŽƚĞ͗dŚĞĞĨĨĞĐƚŝǀĞĨůƵƐŚǀŽůƵŵĞŽĨĚƵĂůĨůƵƐŚƚŽŝůĞƚƐŝƐĚĞĨŝŶĞĚĂƐƚŚĞĐŽŵƉŽƐŝƚĞ͕ĂǀĞƌĂŐĞĨůƵƐŚǀŽůƵŵĞŽĨƚǁŽƌĞĚƵĐĞĚ ĨůƵƐŚĞƐĂŶĚŽŶĞĨƵůůĨůƵƐŚ͘ ϰ͘ϯϬϯ͘ϭ͘ϮhƌŝŶĂůƐ͘dŚĞĞĨĨĞĐƚŝǀĞĨůƵƐŚǀŽůƵŵĞŽĨǁĂůůŵŽƵŶƚĞĚƵƌŝŶĂůƐƐŚĂůůŶŽƚĞǆĐĞĞĚϬ͘ϭϮϱŐĂůůŽŶƐƉĞƌĨůƵƐŚ͘dŚĞĞĨĨĞĐƚŝǀĞ ĨůƵƐŚǀŽůƵŵĞŽĨĂůůŽƚŚĞƌƵƌŝŶĂůƐƐŚĂůůŶŽƚĞǆĐĞĞĚϬ͘ϱŐĂůůŽŶƐƉĞƌĨůƵƐŚ͘ ϰ͘ϯϬϯ͘ϭ͘ϯ^ŚŽǁĞƌŚĞĂĚƐ͘ ϰ͘ϯϬϯ͘ϭ͘ϯ͘ϭ^ŝŶŐůĞ^ŚŽǁĞƌŚĞĂĚ͘^ŚŽǁĞƌŚĞĂĚƐƐŚĂůůŚĂǀĞĂŵĂǆŝŵƵŵĨůŽǁƌĂƚĞŽĨŶŽƚŵŽƌĞƚŚĂŶϭ͘ϴ ŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞĂƚϴϬƉƐŝ͘^ŚŽǁĞƌŚĞĂĚƐƐŚĂůůďĞĐĞƌƚŝĨŝĞĚƚŽƚŚĞƉĞƌĨŽƌŵĂŶĐĞĐƌŝƚĞƌŝĂŽĨƚŚĞh͘^͘WtĂƚĞƌ^ĞŶƐĞ ^ƉĞĐŝĨŝĐĂƚŝŽŶĨŽƌ^ŚŽǁĞƌŚĞĂĚƐ͘ ϰ͘ϯϬϯ͘ϭ͘ϯ͘ϮDƵůƚŝƉůĞƐŚŽǁĞƌŚĞĂĚƐƐĞƌǀŝŶŐŽŶĞƐŚŽǁĞƌ͘tŚĞŶĂƐŚŽǁĞƌŝƐƐĞƌǀĞĚďǇŵŽƌĞƚŚĂŶŽŶĞ ƐŚŽǁĞƌŚĞĂĚ͕ƚŚĞĐŽŵďŝŶĞĚĨůŽǁƌĂƚĞŽĨĂůůƚŚĞƐŚŽǁĞƌŚĞĂĚƐĂŶĚͬŽƌŽƚŚĞƌƐŚŽǁĞƌŽƵƚůĞƚƐĐŽŶƚƌŽůůĞĚďǇĂƐŝŶŐůĞǀĂůǀĞƐŚĂůůŶŽƚ ĞǆĐĞĞĚϭ͘ϴŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞĂƚϴϬƉƐŝ͕ŽƌƚŚĞƐŚŽǁĞƌƐŚĂůůďĞĚĞƐŝŐŶĞĚƚŽŽŶůǇĂůůŽǁŽŶĞƐŚŽǁĞƌŽƵƚůĞƚƚŽďĞŝŶŽƉĞƌĂƚŝŽŶĂƚĂ ƚŝŵĞ͘ EŽƚĞ͗ŚĂŶĚͲŚĞůĚƐŚŽǁĞƌƐŚĂůůďĞĐŽŶƐŝĚĞƌĞĚĂƐŚŽǁĞƌŚĞĂĚ ϰ͘ϯϬϯ͘ϭ͘ϰ&ĂƵĐĞƚƐ͘ ϰ͘ϯϬϯ͘ϭ͘ϰ͘ϭZĞƐŝĚĞŶƚŝĂů>ĂǀĂƚŽƌǇ&ĂƵĐĞƚƐ͘dŚĞŵĂǆŝŵƵŵĨůŽǁƌĂƚĞŽĨƌĞƐŝĚĞŶƚŝĂůůĂǀĂƚŽƌǇĨĂƵĐĞƚƐƐŚĂůůŶŽƚ ĞǆĐĞĞĚϭ͘ϮŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞĂƚϲϬƉƐŝ͘dŚĞŵŝŶŝŵƵŵĨůŽǁƌĂƚĞŽĨƌĞƐŝĚĞŶƚŝĂůůĂǀĂƚŽƌǇĨĂƵĐĞƚƐƐŚĂůů ŶŽƚďĞ ůĞƐƐƚŚĂŶϬ͘ϴŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞĂƚϮϬƉƐŝ͘ ϰ͘ϯϬϯ͘ϭ͘ϰ͘Ϯ>ĂǀĂƚŽƌǇ&ĂƵĐĞƚƐŝŶŽŵŵŽŶĂŶĚWƵďůŝĐhƐĞƌĞĂƐ͘dŚĞŵĂǆŝŵƵŵĨůŽǁƌĂƚĞŽĨůĂǀĂƚŽƌǇ ĨĂƵĐĞƚƐŝŶƐƚĂůůĞĚŝŶĐŽŵŵŽŶĂŶĚƉƵďůŝĐƵƐĞĂƌĞĂƐ;ŽƵƚƐŝĚĞŽĨĚǁĞůůŝŶŐƐŽƌƐůĞĞƉŝŶŐƵŶŝƚƐͿŝŶƌĞƐŝĚĞŶƚŝĂů ďƵŝůĚŝŶŐƐƐŚĂůůŶŽƚĞǆĐĞĞĚϬ͘ϱŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞĂƚϲϬƉƐŝ͘ ϰ͘ϯϬϯ͘ϭ͘ϰ͘ϯDĞƚĞƌŝŶŐ&ĂƵĐĞƚƐ͘DĞƚĞƌŝŶŐĨĂƵĐĞƚƐǁŚĞŶŝŶƐƚĂůůĞĚŝŶƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐƐŚĂůůŶŽƚĚĞůŝǀĞƌ ŵŽƌĞƚŚĂŶϬ͘ϮŐĂůůŽŶƐƉĞƌĐǇĐůĞ͘ ϰ͘ϯϬϯ͘ϭ͘ϰ͘ϰ<ŝƚĐŚĞŶ&ĂƵĐĞƚƐ͘dŚĞŵĂǆŝŵƵŵĨůŽǁƌĂƚĞŽĨŬŝƚĐŚĞŶĨĂƵĐĞƚƐƐŚĂůůŶŽƚĞǆĐĞĞĚϭ͘ϴŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞ ĂƚϲϬƉƐŝ͘<ŝƚĐŚĞŶĨĂƵĐĞƚƐŵĂǇƚĞŵƉŽƌĂƌŝůǇŝŶĐƌĞĂƐĞƚŚĞĨůŽǁĂďŽǀĞƚŚĞŵĂǆŝŵƵŵƌĂƚĞ͕ďƵƚŶŽƚƚŽĞǆĐĞĞĚϮ͘Ϯ ŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞĂƚϲϬƉƐŝ͕ĂŶĚŵƵƐƚĚĞĨĂƵůƚƚŽĂŵĂǆŝŵƵŵĨůŽǁƌĂƚĞŽĨϭ͘ϴŐĂůůŽŶƐƉĞƌŵŝŶƵƚĞĂƚϲϬƉƐŝ͘ EŽƚĞ͗tŚĞƌĞĐŽŵƉůǇŝŶŐĨĂƵĐĞƚƐĂƌĞƵŶĂǀĂŝůĂďůĞ͕ĂĞƌĂƚŽƌƐŽƌŽƚŚĞƌŵĞĂŶƐŵĂǇďĞƵƐĞĚƚŽĂĐŚŝĞǀĞƌĞĚƵĐƚŝŽŶ͘ ϰ͘ϯϬϯ͘ϭ͘ϰ͘ϱWƌĞͲƌŝŶƐĞƐƉƌĂǇǀĂůǀĞƐ͘ tŚĞŶŝŶƐƚĂůůĞĚ͕ƐŚĂůůŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŝŶƚŚĞĂůŝĨŽƌŶŝĂŽĚĞŽĨZĞŐƵůĂƚŝŽŶƐ͕dŝƚůĞϮϬ;ƉƉůŝĂŶĐĞĨĨŝĐŝĞŶĐǇ ZĞŐƵůĂƚŝŽŶƐͿ͕^ĞĐƚŝŽŶƐϭϲϬϱ͘ϭ;ŚͿ;ϰͿdĂďůĞ,ͲϮ͕^ĞĐƚŝŽŶϭϲϬϱ͘ϯ;ŚͿ;ϰͿ;Ϳ͕ĂŶĚ^ĞĐƚŝŽŶϭϲϬϳ;ĚͿ;ϳͿĂŶĚƐŚĂůůďĞ ĞƋƵŝƉƉĞĚǁŝƚŚĂŶŝŶƚĞŐƌĂůĂƵƚŽŵĂƚŝĐƐŚƵƚŽĨĨ͘ &KZZ&ZEKE>z͗dŚĞĨŽůůŽǁŝŶŐƚĂďůĞĂŶĚĐŽĚĞƐĞĐƚŝŽŶŚĂǀĞďĞĞŶƌĞƉƌŝŶƚĞĚĨƌŽŵƚŚĞĂůŝĨŽƌŶŝĂŽĚĞŽĨ ZĞŐƵůĂƚŝŽŶƐ͕dŝƚůĞϮϬ;ƉƉůŝĂŶĐĞĨĨŝĐŝĞŶĐǇZĞŐƵůĂƚŝŽŶƐͿ͕^ĞĐƚŝŽŶϭϲϬϱ͘ϭ;ŚͿ;ϰͿĂŶĚ^ĞĐƚŝŽŶϭϲϬϱ͘ϯ;ŚͿ;ϰͿ;Ϳ͘ dŝƚůĞϮϬ^ĞĐƚŝŽŶϭϲϬϱ͘ϯ;ŚͿ;ϰͿ;Ϳ͗ŽŵŵĞƌĐŝĂůƉƌĞƌŝŶƐĞƐƉƌĂǇǀĂůƵĞƐŵĂŶƵĨĂĐƚƵƌĞĚŽŶŽƌĂĨƚĞƌ:ĂŶƵĂƌǇϭ͕ϮϬϬϲ͕ƐŚĂůůŚĂǀĞĂ ŵŝŶŝŵƵŵƐƉƌĂǇĨŽƌĐĞŽĨŶŽƚůĞƐƐƚŚĂŶϰ͘ϬŽƵŶĐĞƐͲĨŽƌĐĞ;ŽǌĨͿ΀ϭϭϯŐƌĂŵƐͲĨŽƌĐĞ;ŐĨͿ΁ ϰ͘ϯϬϯ͘Ϯ^ƵďŵĞƚĞƌƐĨŽƌŵƵůƚŝĨĂŵŝůǇďƵŝůĚŝŶŐƐĂŶĚĚǁĞůůŝŶŐƵŶŝƚƐŝŶŵŝǆĞĚͲƵƐĞĚƌĞƐŝĚĞŶƚŝĂůͬĐŽŵŵĞƌĐŝĂůďƵŝůĚŝŶŐƐ͘ ^ƵďŵĞƚĞƌƐƐŚĂůůďĞŝŶƐƚĂůůĞĚƚŽŵĞĂƐƵƌĞǁĂƚĞƌƵƐĂŐĞŽĨŝŶĚŝǀŝĚƵĂůƌĞŶƚĂůĚǁĞůůŝŶŐƵŶŝƚƐŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂWůƵŵďŝŶŐŽĚĞ͘ ϰ͘ϯϬϯ͘ϯ^ƚĂŶĚĂƌĚƐĨŽƌƉůƵŵďŝŶŐĨŝǆƚƵƌĞƐĂŶĚĨŝƚƚŝŶŐƐ͘WůƵŵďŝŶŐĨŝǆƚƵƌĞƐĂŶĚĨŝƚƚŝŶŐƐƐŚĂůůďĞŝŶƐƚĂůůĞĚŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂ WůƵŵďŝŶŐŽĚĞ͕ĂŶĚƐŚĂůůŵĞĞƚƚŚĞĂƉƉůŝĐĂďůĞƐƚĂŶĚĂƌĚƐƌĞĨĞƌĞŶĐĞĚŝŶdĂďůĞϭϳϬϭ͘ϭŽĨƚŚĞĂůŝĨŽƌŶŝĂWůƵŵďŝŶŐŽĚĞ͘ Zs/d/KE&/E/d/KE^͗ , ĞƉĂƌƚŵĞŶƚŽĨ,ŽƵƐŝŶŐĂŶĚŽŵŵƵŶŝƚǇĞǀĞůŽƉŵĞŶƚ ^ ĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐ^ƚĂŶĚĂƌĚƐŽŵŵŝƐƐŝŽŶ ^Ͳ^^ ŝǀŝƐŝŽŶŽĨƚŚĞ^ƚĂƚĞƌĐŚŝƚĞĐƚ͕^ƚƌƵĐƚƵƌĂů^ĂĨĞƚǇ K^,W KĨĨŝĐĞŽĨ^ƚĂƚĞǁŝĚĞ,ĞĂůƚŚWůĂŶŶŝŶŐĂŶĚĞǀĞůŽƉŵĞŶƚ >Z >ŽǁZŝƐĞ ,Z ,ŝŐŚZŝƐĞ ĚĚŝƚŝŽŶƐĂŶĚůƚĞƌĂƚŝŽŶƐ E EĞǁ EKd͗ d,/^d>KDW/>^d,d/E^d/KEϰ͘ϯϬϯ͘ϭ͕E/^/E>h^KEsE/E&KZd,h^Z͘ 6(&7,21'(),1,7,216 '(),1,7,216 dŚĞĨŽůůŽǁŝŶŐƚĞƌŵƐĂƌĞĚĞĨŝŶĞĚŝŶŚĂƉƚĞƌϮ;ĂŶĚĂƌĞŝŶĐůƵĚĞĚŚĞƌĞĨŽƌƌĞĨĞƌĞŶĐĞͿ &ZE,Z/E͘ƚƌĞŶĐŚ͕ŚŽůĞŽƌŽƚŚĞƌĚĞƉƌĞƐƐĞĚĂƌĞĂůŽŽƐĞůǇĨŝůůĞĚǁŝƚŚƌŽĐŬ͕ŐƌĂǀĞů͕ĨƌĂŐŵĞŶƚƐŽĨďƌŝĐŬŽƌƐŝŵŝůĂƌƉĞƌǀŝŽƵƐŵĂƚĞƌŝĂů ƵƐĞĚƚŽĐŽůůĞĐƚŽƌĐŚĂŶŶĞůĚƌĂŝŶĂŐĞŽƌƌƵŶŽĨĨǁĂƚĞƌ͘ tdd>^͘tĂƚƚůĞƐĂƌĞƵƐĞĚƚŽƌĞĚƵĐĞƐĞĚŝŵĞŶƚŝŶƌƵŶŽĨĨ͘tĂƚƚůĞƐĂƌĞŽĨƚĞŶĐŽŶƐƚƌƵĐƚĞĚŽĨŶĂƚƵƌĂůƉůĂŶƚŵĂƚĞƌŝĂůƐƐƵĐŚĂƐŚĂǇ͕ƐƚƌĂǁŽƌ ƐŝŵŝůĂƌŵĂƚĞƌŝĂůƐŚĂƉĞĚŝŶƚŚĞĨŽƌŵŽĨƚƵďĞƐĂŶĚƉůĂĐĞĚŽŶĂĚŽǁŶĨůŽǁƐůŽƉĞ͘tĂƚƚůĞƐĂƌĞĂůƐŽƵƐĞĚĨŽƌƉĞƌŝŵĞƚĞƌĂŶĚŝŶůĞƚĐŽŶƚƌŽůƐ͘ ϰ͘ϭϬϲ^/ds>KWDEd ϰ͘ϭϬϲ͘ϭ'EZ>͘WƌĞƐĞƌǀĂƚŝŽŶĂŶĚƵƐĞŽĨĂǀĂŝůĂďůĞŶĂƚƵƌĂůƌĞƐŽƵƌĐĞƐƐŚĂůůďĞĂĐĐŽŵƉůŝƐŚĞĚƚŚƌŽƵŐŚĞǀĂůƵĂƚŝŽŶĂŶĚĐĂƌĞĨƵů ƉůĂŶŶŝŶŐƚŽŵŝŶŝŵŝǌĞŶĞŐĂƚŝǀĞĞĨĨĞĐƚƐŽŶƚŚĞƐŝƚĞĂŶĚĂĚũĂĐĞŶƚĂƌĞĂƐ͘WƌĞƐĞƌǀĂƚŝŽŶŽĨƐůŽƉĞƐ͕ŵĂŶĂŐĞŵĞŶƚŽĨƐƚŽƌŵǁĂƚĞƌ ĚƌĂŝŶĂŐĞĂŶĚĞƌŽƐŝŽŶĐŽŶƚƌŽůƐƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚŝƐƐĞĐƚŝŽŶ͘ ϰ͘ϭϬϲ͘Ϯ^dKZDtdZZ/E'EZdEd/KEhZ/E'KE^dZhd/KE͘WƌŽũĞĐƚƐǁŚŝĐŚĚŝƐƚƵƌďůĞƐƐƚŚĂŶŽŶĞĂĐƌĞŽĨƐŽŝů ĂŶĚĂƌĞŶŽƚƉĂƌƚŽĨĂůĂƌŐĞƌĐŽŵŵŽŶƉůĂŶŽĨĚĞǀĞůŽƉŵĞŶƚǁŚŝĐŚŝŶƚŽƚĂůĚŝƐƚƵƌďƐŽŶĞĂĐƌĞŽƌŵŽƌĞ͕ƐŚĂůůŵĂŶĂŐĞƐƚŽƌŵǁĂƚĞƌ ĚƌĂŝŶĂŐĞĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͘/ŶŽƌĚĞƌƚŽŵĂŶĂŐĞƐƚŽƌŵǁĂƚĞƌĚƌĂŝŶĂŐĞĚƵƌŝŶŐĐŽŶƐƚƌƵĐƚŝŽŶ͕ŽŶĞŽƌŵŽƌĞŽĨƚŚĞĨŽůůŽǁŝŶŐ ŵĞĂƐƵƌĞƐƐŚĂůůďĞŝŵƉůĞŵĞŶƚĞĚƚŽƉƌĞǀĞŶƚĨůŽŽĚŝŶŐŽĨĂĚũĂĐĞŶƚƉƌŽƉĞƌƚǇ͕ƉƌĞǀĞŶƚĞƌŽƐŝŽŶĂŶĚƌĞƚĂŝŶƐŽŝůƌƵŶŽĨĨŽŶƚŚĞƐŝƚĞ͘ ϭ͘ZĞƚĞŶƚŝŽŶďĂƐŝŶƐŽĨƐƵĨĨŝĐŝĞŶƚƐŝǌĞƐŚĂůůďĞƵƚŝůŝǌĞĚƚŽƌĞƚĂŝŶƐƚŽƌŵǁĂƚĞƌŽŶƚŚĞƐŝƚĞ͘ Ϯ͘tŚĞƌĞƐƚŽƌŵǁĂƚĞƌŝƐĐŽŶǀĞǇĞĚƚŽĂƉƵďůŝĐĚƌĂŝŶĂŐĞƐǇƐƚĞŵ͕ĐŽůůĞĐƚŝŽŶƉŽŝŶƚ͕ŐƵƚƚĞƌŽƌƐŝŵŝůĂƌĚŝƐƉŽƐĂůŵĞƚŚŽĚ͕ ǁĂƚĞƌƐŚĂůůďĞĨŝůƚĞƌĞĚďǇƵƐĞŽĨĂďĂƌƌŝĞƌƐǇƐƚĞŵ͕ǁĂƚƚůĞŽƌŽƚŚĞƌŵĞƚŚŽĚĂƉƉƌŽǀĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ ϯ͘ŽŵƉůŝĂŶĐĞǁŝƚŚĂůĂǁĨƵůůǇĞŶĂĐƚĞĚƐƚŽƌŵǁĂƚĞƌŵĂŶĂŐĞŵĞŶƚŽƌĚŝŶĂŶĐĞ͘ EŽƚĞ͗ZĞĨĞƌƚŽƚŚĞ^ƚĂƚĞtĂƚĞƌZĞƐŽƵƌĐĞƐŽŶƚƌŽůŽĂƌĚĨŽƌƉƌŽũĞĐƚƐǁŚŝĐŚĚŝƐƚƵƌďŽŶĞĂĐƌĞŽƌŵŽƌĞŽĨƐŽŝů͕ŽƌĂƌĞƉĂƌƚŽĨĂůĂƌŐĞƌ ĐŽŵŵŽŶƉůĂŶŽĨĚĞǀĞůŽƉŵĞŶƚǁŚŝĐŚŝŶƚŽƚĂůĚŝƐƚƵƌďƐŽŶĞĂĐƌĞŽƌŵŽƌĞŽĨƐŽŝů͘ ;tĞďƐŝƚĞ͗ŚƚƚƉƐ͗ͬͬǁǁǁ͘ǁĂƚĞƌďŽĂƌĚƐ͘ĐĂ͘ŐŽǀͬǁĂƚĞƌͺŝƐƐƵĞƐͬƉƌŽŐƌĂŵƐͬƐƚŽƌŵǁĂƚĞƌͬĐŽŶƐƚƌƵĐƚŝŽŶ͘ŚƚŵůͿ ϰ͘ϭϬϲ͘ϯ'Z/E'EWs/E'͘ŽŶƐƚƌƵĐƚŝŽŶƉůĂŶƐƐŚĂůůŝŶĚŝĐĂƚĞŚŽǁƚŚĞƐŝƚĞŐƌĂĚŝŶŐŽƌĚƌĂŝŶĂŐĞƐǇƐƚĞŵǁŝůů ŵĂŶĂŐĞĂůů ƐƵƌĨĂĐĞǁĂƚĞƌĨůŽǁƐƚŽŬĞĞƉǁĂƚĞƌĨƌŽŵĞŶƚĞƌŝŶŐďƵŝůĚŝŶŐƐ͘ǆĂŵƉůĞƐŽĨŵĞƚŚŽĚƐƚŽŵĂŶĂŐĞƐƵƌĨĂĐĞǁĂƚĞƌŝŶĐůƵĚĞ͕ďƵƚĂƌĞŶŽƚ ůŝŵŝƚĞĚƚŽ͕ƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘^ǁĂůĞƐ Ϯ͘tĂƚĞƌĐŽůůĞĐƚŝŽŶĂŶĚĚŝƐƉŽƐĂůƐǇƐƚĞŵƐ ϯ͘&ƌĞŶĐŚĚƌĂŝŶƐ ϰ͘tĂƚĞƌƌĞƚĞŶƚŝŽŶŐĂƌĚĞŶƐ ϱ͘KƚŚĞƌǁĂƚĞƌŵĞĂƐƵƌĞƐǁŚŝĐŚŬĞĞƉƐƵƌĨĂĐĞǁĂƚĞƌĂǁĂǇĨƌŽŵďƵŝůĚŝŶŐƐĂŶĚĂŝĚŝŶŐƌŽƵŶĚǁĂƚĞƌƌĞĐŚĂƌŐĞ ǆĐĞƉƚŝŽŶ͗ĚĚŝƚŝŽŶƐĂŶĚĂůƚĞƌĂƚŝŽŶƐŶŽƚĂůƚĞƌŝŶŐƚŚĞĚƌĂŝŶĂŐĞƉĂƚŚ͘ ϰ͘ϭϬϲ͘ϰ>dZ/s,/>;sͿ,Z'/E'&KZEtKE^dZhd/KE͘EĞǁĐŽŶƐƚƌƵĐƚŝŽŶƐŚĂůůĐŽŵƉůǇǁŝƚŚ^ĞĐƚŝŽŶƐϰ͘ϭϬϲ͘ϰ͘ϭŽƌ ϰ͘ϭϬϲ͘ϰ͘ϮƚŽĨĂĐŝůŝƚĂƚĞĨƵƚƵƌĞŝŶƐƚĂůůĂƚŝŽŶĂŶĚƵƐĞŽĨsĐŚĂƌŐĞƌƐ͘ůĞĐƚƌŝĐǀĞŚŝĐůĞƐƵƉƉůǇĞƋƵŝƉŵĞŶƚ;s^ͿƐŚĂůůďĞŝŶƐƚĂůůĞĚŝŶ ĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂůĞĐƚƌŝĐĂůŽĚĞ͕ƌƚŝĐůĞϲϮϱ͘ ǆĐĞƉƚŝŽŶƐ͗ ϭ͘KŶĂĐĂƐĞͲďǇͲĐĂƐĞďĂƐŝƐ͕ǁŚĞƌĞƚŚĞůŽĐĂůĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇŚĂƐĚĞƚĞƌŵŝŶĞĚsĐŚĂƌŐŝŶŐĂŶĚŝŶĨƌĂƐƚƌƵĐƚƵƌĞĂƌĞŶŽƚĨĞĂƐŝďůĞďĂƐĞĚ ƵƉŽŶŽŶĞŽƌŵŽƌĞŽĨƚŚĞĨŽůůŽǁŝŶŐĐŽŶĚŝƚŝŽŶƐ͗ ϭ͘ϭtŚĞƌĞƚŚĞƌĞŝƐŶŽůŽĐĂůƵƚŝůŝƚǇƉŽǁĞƌƐƵƉƉůǇŽƌƚŚĞůŽĐĂůƵƚŝůŝƚǇŝƐƵŶĂďůĞƚŽƐƵƉƉůǇĂĚĞƋƵĂƚĞƉŽǁĞƌ͘ ϭ͘ϮtŚĞƌĞƚŚĞƌĞŝƐĞǀŝĚĞŶĐĞƐƵŝƚĂďůĞƚŽƚŚĞůŽĐĂůĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇƐƵďƐƚĂŶƚŝĂƚŝŶŐƚŚĂƚĂĚĚŝƚŝŽŶĂůůŽĐĂůƵƚŝůŝƚǇŝŶĨƌĂƐƚƌƵĐƚƵƌĞĚĞƐŝŐŶ ƌĞƋƵŝƌĞŵĞŶƚƐ͕ĚŝƌĞĐƚůǇƌĞůĂƚĞĚƚŽƚŚĞŝŵƉůĞŵĞŶƚĂƚŝŽŶŽĨ^ĞĐƚŝŽŶϰ͘ϭϬϲ͘ϰ͕ŵĂǇĂĚǀĞƌƐĞůǇŝŵƉĂĐƚƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶĐŽƐƚŽĨƚŚĞƉƌŽũĞĐƚ͘ Ϯ͘ĐĐĞƐƐŽƌǇǁĞůůŝŶŐhŶŝƚƐ;hͿĂŶĚ:ƵŶŝŽƌĐĐĞƐƐŽƌǇǁĞůůŝŶŐhŶŝƚƐ;:hͿǁŝƚŚŽƵƚĂĚĚŝƚŝŽŶĂůƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐ͘ ϰ͘ϭϬϲ͘ϰ͘ϭEĞǁŽŶĞͲĂŶĚƚǁŽͲĨĂŵŝůǇĚǁĞůůŝŶŐƐĂŶĚƚŽǁŶŚŽƵƐĞƐǁŝƚŚĂƚƚĂĐŚĞĚƉƌŝǀĂƚĞŐĂƌĂŐĞƐ͘&ŽƌĞĂĐŚĚǁĞůůŝŶŐƵŶŝƚ͕ŝŶƐƚĂůůĂ ůŝƐƚĞĚƌĂĐĞǁĂǇƚŽĂĐĐŽŵŵŽĚĂƚĞĂĚĞĚŝĐĂƚĞĚϮϬϴͬϮϰϬͲǀŽůƚďƌĂŶĐŚĐŝƌĐƵŝƚ͘dŚĞƌĂĐĞǁĂǇƐŚĂůůŶŽƚďĞůĞƐƐƚŚĂŶƚƌĂĚĞƐŝǌĞϭ;ŶŽŵŝŶĂů ϭͲŝŶĐŚŝŶƐŝĚĞĚŝĂŵĞƚĞƌͿ͘dŚĞƌĂĐĞǁĂǇƐŚĂůůŽƌŝŐŝŶĂƚĞĂƚƚŚĞŵĂŝŶƐĞƌǀŝĐĞŽƌƐƵďƉĂŶĞůĂŶĚƐŚĂůůƚĞƌŵŝŶĂƚĞŝŶƚŽĂůŝƐƚĞĚĐĂďŝŶĞƚ͕ďŽǆ ŽƌŽƚŚĞƌĞŶĐůŽƐƵƌĞŝŶĐůŽƐĞƉƌŽǆŝŵŝƚǇƚŽƚŚĞƉƌŽƉŽƐĞĚůŽĐĂƚŝŽŶŽĨĂŶsĐŚĂƌŐĞƌ͘ZĂĐĞǁĂǇƐĂƌĞƌĞƋƵŝƌĞĚƚŽďĞĐŽŶƚŝŶƵŽƵƐĂƚ ĞŶĐůŽƐĞĚ͕ŝŶĂĐĐĞƐƐŝďůĞŽƌĐŽŶĐĞĂůĞĚĂƌĞĂƐĂŶĚƐƉĂĐĞƐ͘dŚĞƐĞƌǀŝĐĞƉĂŶĞůĂŶĚͬŽƌƐƵďƉĂŶĞůƐŚĂůůƉƌŽǀŝĚĞĐĂƉĂĐŝƚǇƚŽŝŶƐƚĂůůĂ ϰϬͲĂŵƉĞƌĞϮϬϴͬϮϰϬͲǀŽůƚŵŝŶŝŵƵŵĚĞĚŝĐĂƚĞĚďƌĂŶĐŚĐŝƌĐƵŝƚĂŶĚƐƉĂĐĞ;ƐͿƌĞƐĞƌǀĞĚƚŽƉĞƌŵŝƚŝŶƐƚĂůůĂƚŝŽŶŽĨĂďƌĂŶĐŚĐŝƌĐƵŝƚ ŽǀĞƌĐƵƌƌĞŶƚƉƌŽƚĞĐƚŝǀĞĚĞǀŝĐĞ͘ ǆĞŵƉƚŝŽŶ͗ƌĂĐĞǁĂǇŝƐŶŽƚƌĞƋƵŝƌĞĚŝĨĂŵŝŶŝŵƵŵϰϬͲĂŵƉĞƌĞϮϬϴͬϮϰϬͲǀŽůƚĚĞĚŝĐĂƚĞĚsďƌĂŶĐŚĐŝƌĐƵŝƚŝƐŝŶƐƚĂůůĞĚŝŶĐůŽƐĞ ƉƌŽǆŝŵŝƚǇƚŽƚŚĞƉƌŽƉŽƐĞĚůŽĐĂƚŝŽŶŽĨĂŶsĐŚĂƌŐĞƌĂƚƚŚĞƚŝŵĞŽĨŽƌŝŐŝŶĂůĐŽŶƐƚƌƵĐƚŝŽŶŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂůĞĐƚƌŝĐĂů ŽĚĞ͘ ϰ͘ϭϬϲ͘ϰ͘ϭ͘ϭ/ĚĞŶƚŝĨŝĐĂƚŝŽŶ͘dŚĞƐĞƌǀŝĐĞƉĂŶĞůŽƌƐƵďƉĂŶĞůĐŝƌĐƵŝƚĚŝƌĞĐƚŽƌǇƐŚĂůůŝĚĞŶƚŝĨǇƚŚĞŽǀĞƌĐƵƌƌĞŶƚƉƌŽƚĞĐƚŝǀĞĚĞǀŝĐĞ ƐƉĂĐĞ;ƐͿƌĞƐĞƌǀĞĚĨŽƌĨƵƚƵƌĞsĐŚĂƌŐŝŶŐĂƐΗsW>Η͘dŚĞƌĂĐĞǁĂǇƚĞƌŵŝŶĂƚŝŽŶůŽĐĂƚŝŽŶƐŚĂůůďĞƉĞƌŵĂŶĞŶƚůǇĂŶĚ ǀŝƐŝďůǇŵĂƌŬĞĚĂƐΗsW>Η͘ ϰ͘ϭϬϲ͘ϰ͘ϮEĞǁŵƵůƚŝĨĂŵŝůǇĚǁĞůůŝŶŐƐ͕ŚŽƚĞůƐĂŶĚŵŽƚĞůƐĂŶĚŶĞǁƌĞƐŝĚĞŶƚŝĂůƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐ͘tŚĞŶƉĂƌŬŝŶŐŝƐƉƌŽǀŝĚĞĚ͕ƉĂƌŬŝŶŐ ƐƉĂĐĞƐĨŽƌŶĞǁŵƵůƚŝĨĂŵŝůǇĚǁĞůůŝŶŐƐ͕ŚŽƚĞůƐĂŶĚŵŽƚĞůƐƐŚĂůůŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ^ĞĐƚŝŽŶƐϰ͘ϭϬϲ͘ϰ͘Ϯ͘ϭĂŶĚϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ ĂůĐƵůĂƚŝŽŶƐĨŽƌƐƉĂĐĞƐƐŚĂůůďĞƌŽƵŶĚĞĚƵƉƚŽƚŚĞŶĞĂƌĞƐƚǁŚŽůĞŶƵŵďĞƌ͘ƉĂƌŬŝŶŐƐƉĂĐĞƐĞƌǀĞĚďǇĞůĞĐƚƌŝĐǀĞŚŝĐůĞƐƵƉƉůǇ ĞƋƵŝƉŵĞŶƚŽƌĚĞƐŝŐŶĞĚĂƐĂĨƵƚƵƌĞsĐŚĂƌŐŝŶŐƐƉĂĐĞƐŚĂůůĐŽƵŶƚĂƐĂƚůĞĂƐƚŽŶĞƐƚĂŶĚĂƌĚĂƵƚŽŵŽďŝůĞƉĂƌŬŝŶŐƐƉĂĐĞŽŶůǇĨŽƌƚŚĞ ƉƵƌƉŽƐĞŽĨĐŽŵƉůǇŝŶŐǁŝƚŚĂŶǇĂƉƉůŝĐĂďůĞŵŝŶŝŵƵŵƉĂƌŬŝŶŐƐƉĂĐĞƌĞƋƵŝƌĞŵĞŶƚƐĞƐƚĂďůŝƐŚĞĚďǇĂůŽĐĂůũƵƌŝƐĚŝĐƚŝŽŶ͘^ĞĞsĞŚŝĐůĞ ŽĚĞ^ĞĐƚŝŽŶϮϮϱϭϭ͘ϮĨŽƌĨƵƌƚŚĞƌĚĞƚĂŝůƐ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘ϭDƵůƚŝĨĂŵŝůǇĚĞǀĞůŽƉŵĞŶƚƉƌŽũĞĐƚƐǁŝƚŚůĞƐƐƚŚĂŶϮϬĚǁĞůůŝŶŐƵŶŝƚƐ͖ĂŶĚŚŽƚĞůƐĂŶĚŵŽƚĞůƐǁŝƚŚůĞƐƐƚŚĂŶϮϬ ƐůĞĞƉŝŶŐƵŶŝƚƐŽƌŐƵĞƐƚƌŽŽŵƐ͘dŚĞŶƵŵďĞƌŽĨĚǁĞůůŝŶŐƵŶŝƚƐ͕ƐůĞĞƉŝŶŐƵŶŝƚƐŽƌŐƵĞƐƚƌŽŽŵƐƐŚĂůůďĞďĂƐĞĚŽŶĂůůďƵŝůĚŝŶŐƐ ŽŶĂƉƌŽũĞĐƚƐŝƚĞƐƵďũĞĐƚƚŽƚŚŝƐƐĞĐƚŝŽŶ͘ ,WdZϯ 'ZEh/>/E' ^d/KEϯϬϭ'EZ> ϯϬϭ͘ϭ^KW͘ƵŝůĚŝŶŐƐƐŚĂůůďĞĚĞƐŝŐŶĞĚƚŽŝŶĐůƵĚĞƚŚĞŐƌĞĞŶďƵŝůĚŝŶŐŵĞĂƐƵƌĞƐƐƉĞĐŝĨŝĞĚĂƐŵĂŶĚĂƚŽƌǇŝŶƚŚĞĂƉƉůŝĐĂƚŝŽŶ ĐŚĞĐŬůŝƐƚƐĐŽŶƚĂŝŶĞĚŝŶƚŚŝƐĐŽĚĞ͘sŽůƵŶƚĂƌǇŐƌĞĞŶďƵŝůĚŝŶŐŵĞĂƐƵƌĞƐĂƌĞĂůƐŽŝŶĐůƵĚĞĚŝŶƚŚĞĂƉƉůŝĐĂƚŝŽŶĐŚĞĐŬůŝƐƚƐĂŶĚŵĂǇďĞŝŶĐůƵĚĞĚ ŝŶƚŚĞĚĞƐŝŐŶĂŶĚĐŽŶƐƚƌƵĐƚŝŽŶŽĨƐƚƌƵĐƚƵƌĞƐĐŽǀĞƌĞĚďǇƚŚŝƐĐŽĚĞ͕ďƵƚĂƌĞŶŽƚƌĞƋƵŝƌĞĚƵŶůĞƐƐĂĚŽƉƚĞĚďǇĂĐŝƚǇ͕ĐŽƵŶƚǇ͕ŽƌĐŝƚǇĂŶĚ ĐŽƵŶƚǇĂƐƐƉĞĐŝĨŝĞĚŝŶ^ĞĐƚŝŽŶϭϬϭ͘ϳ͘ ϯϬϭ͘ϭ͘ϭĚĚŝƚŝŽŶƐĂŶĚĂůƚĞƌĂƚŝŽŶƐ͘΀,΁dŚĞŵĂŶĚĂƚŽƌǇƉƌŽǀŝƐŝŽŶƐŽĨŚĂƉƚĞƌϰƐŚĂůůďĞĂƉƉůŝĞĚƚŽĂĚĚŝƚŝŽŶƐŽƌĂůƚĞƌĂƚŝŽŶƐŽĨ ĞǆŝƐƚŝŶŐƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐǁŚĞƌĞƚŚĞĂĚĚŝƚŝŽŶŽƌĂůƚĞƌĂƚŝŽŶŝŶĐƌĞĂƐĞƐƚŚĞďƵŝůĚŝŶŐΖƐĐŽŶĚŝƚŝŽŶĞĚĂƌĞĂ͕ǀŽůƵŵĞ͕ŽƌƐŝǌĞ͘dŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐƐŚĂůůĂƉƉůǇŽŶůǇƚŽĂŶĚͬŽƌǁŝƚŚŝŶƚŚĞƐƉĞĐŝĨŝĐĂƌĞĂŽĨƚŚĞĂĚĚŝƚŝŽŶŽƌĂůƚĞƌĂƚŝŽŶ͘ dŚĞŵĂŶĚĂƚŽƌǇƉƌŽǀŝƐŝŽŶŽĨ^ĞĐƚŝŽŶϰ͘ϭϬϲ͘ϰ͘ϮŵĂǇĂƉƉůǇƚŽĂĚĚŝƚŝŽŶƐŽƌĂůƚĞƌĂƚŝŽŶƐŽĨĞǆŝƐƚŝŶŐƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐŽƌƚŚĞĂĚĚŝƚŝŽŶŽĨ ŶĞǁƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐƐĞƌǀŝŶŐĞǆŝƐƚŝŶŐŵƵůƚŝĨĂŵŝůǇďƵŝůĚŝŶŐƐ͘^ĞĞ^ĞĐƚŝŽŶϰ͘ϭϬϲ͘ϰ͘ϯĨŽƌĂƉƉůŝĐĂƚŝŽŶ͘ EŽƚĞ͗ZĞƉĂŝƌƐŝŶĐůƵĚŝŶŐ͕ďƵƚŶŽƚůŝŵŝƚĞĚƚŽ͕ƌĞƐƵƌĨĂĐŝŶŐ͕ƌĞƐƚƌŝƉŝŶŐĂŶĚƌĞƉĂŝƌŝŶŐŽƌŵĂŝŶƚĂŝŶŝŶŐĞǆŝƐƚŝŶŐůŝŐŚƚŝŶŐĨŝǆƚƵƌĞƐĂƌĞŶŽƚ ĐŽŶƐŝĚĞƌĞĚĂůƚĞƌĂƚŝŽŶƐĨŽƌƚŚĞƉƵƌƉŽƐĞŽĨƚŚŝƐƐĞĐƚŝŽŶ͘ EŽƚĞ͗KŶĂŶĚĂĨƚĞƌ:ĂŶƵĂƌǇϭ͕ϮϬϭϰ͕ƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐƵŶĚĞƌŐŽŝŶŐƉĞƌŵŝƚƚĞĚĂůƚĞƌĂƚŝŽŶƐ͕ĂĚĚŝƚŝŽŶƐ͕ŽƌŝŵƉƌŽǀĞŵĞŶƚƐƐŚĂůů ƌĞƉůĂĐĞŶŽŶĐŽŵƉůŝĂŶƚƉůƵŵďŝŶŐĨŝǆƚƵƌĞƐǁŝƚŚǁĂƚĞƌͲĐŽŶƐĞƌǀŝŶŐƉůƵŵďŝŶŐĨŝǆƚƵƌĞƐ͘WůƵŵďŝŶŐĨŝǆƚƵƌĞƌĞƉůĂĐĞŵĞŶƚŝƐƌĞƋƵŝƌĞĚƉƌŝŽƌ ƚŽŝƐƐƵĂŶĐĞŽĨĂĐĞƌƚŝĨŝĐĂƚĞŽĨĨŝŶĂůĐŽŵƉůĞƚŝŽŶ͕ĐĞƌƚŝĨŝĐĂƚĞŽĨŽĐĐƵƉĂŶĐǇŽƌĨŝŶĂůƉĞƌŵŝƚĂƉƉƌŽǀĂůďǇƚŚĞůŽĐĂůďƵŝůĚŝŶŐĚĞƉĂƌƚŵĞŶƚ͘ ^ĞĞŝǀŝůŽĚĞ^ĞĐƚŝŽŶϭϭϬϭ͘ϭ͕ĞƚƐĞƋ͕͘ĨŽƌƚŚĞĚĞĨŝŶŝƚŝŽŶŽĨĂŶŽŶĐŽŵƉůŝĂŶƚƉůƵŵďŝŶŐĨŝǆƚƵƌĞ͕ƚǇƉĞƐŽĨƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐĂĨĨĞĐƚĞĚ ĂŶĚŽƚŚĞƌŝŵƉŽƌƚĂŶƚĞŶĂĐƚŵĞŶƚĚĂƚĞƐ ϯϬϭ͘Ϯ>KtͲZ/^E,/',ͲZ/^Z^/Ed/>h/>/E'^͘΀,@dŚĞƉƌŽǀŝƐŝŽŶƐŽĨ ŝŶĚŝǀŝĚƵĂůƐĞĐƚŝŽŶƐŽĨ>'ƌĞĞŶŵĂǇĂƉƉůǇƚŽĞŝƚŚĞƌůŽǁͲƌŝƐĞƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐŚŝŐŚͲƌŝƐĞƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐ͕ŽƌďŽƚŚ͘/ŶĚŝǀŝĚƵĂů ƐĞĐƚŝŽŶƐǁŝůůďĞĚĞƐŝŐŶĂƚĞĚďǇďĂŶŶĞƌƐƚŽŝŶĚŝĐĂƚĞǁŚĞƌĞƚŚĞƐĞĐƚŝŽŶĂƉƉůŝĞƐƐƉĞĐŝĨŝĐĂůůǇƚŽůŽǁͲƌŝƐĞŽŶůǇ;>ZͿŽƌŚŝŐŚͲƌŝƐĞŽŶůǇ;,ZͿ͘ tŚĞŶƚŚĞƐĞĐƚŝŽŶĂƉƉůŝĞƐƚŽďŽƚŚůŽǁͲƌŝƐĞĂŶĚŚŝŐŚͲƌŝƐĞďƵŝůĚŝŶŐƐ͕ŶŽďĂŶŶĞƌǁŝůůďĞƵƐĞĚ͘ ^d/KEϯϬϮD/yKhWEzh/>/E'^ ϯϬϮ͘ϭD/yKhWEzh/>/E'^͘/ŶŵŝǆĞĚŽĐĐƵƉĂŶĐǇďƵŝůĚŝŶŐƐ͕ĞĂĐŚƉŽƌƚŝŽŶŽĨĂďƵŝůĚŝŶŐ ƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞƐƉĞĐŝĨŝĐŐƌĞĞŶďƵŝůĚŝŶŐŵĞĂƐƵƌĞƐĂƉƉůŝĐĂďůĞƚŽĞĂĐŚƐƉĞĐŝĨŝĐŽĐĐƵƉĂŶĐǇ͘ ǆĐĞƉƚŝŽŶƐ͗ ϭ͘΀,΁ĐĐĞƐƐŽƌǇƐƚƌƵĐƚƵƌĞƐĂŶĚĂĐĐĞƐƐŽƌǇŽĐĐƵƉĂŶĐŝĞƐƐĞƌǀŝŶŐƌĞƐŝĚĞŶƚŝĂůďƵŝůĚŝŶŐƐƐŚĂůů ĐŽŵƉůǇǁŝƚŚŚĂƉƚĞƌϰĂŶĚƉƉĞŶĚŝǆϰ͕ĂƐĂƉƉůŝĐĂďůĞ͘ Ϯ͘΀,΁&ŽƌƉƵƌƉŽƐĞƐŽĨ>'ƌĞĞŶ͕ůŝǀĞͬǁŽƌŬƵŶŝƚƐ͕ĐŽŵƉůǇŝŶŐǁŝƚŚ^ĞĐƚŝŽŶϰϭϵŽĨƚŚĞĂůŝĨŽƌŶŝĂ ƵŝůĚŝŶŐŽĚĞ͕ƐŚĂůůŶŽƚďĞĐŽŶƐŝĚĞƌĞĚŵŝǆĞĚŽĐĐƵƉĂŶĐŝĞƐ͘>ŝǀĞͬtŽƌŬƵŶŝƚƐƐŚĂůůĐŽŵƉůǇǁŝƚŚ ŚĂƉƚĞƌϰĂŶĚƉƉĞŶĚŝǆϰ͕ĂƐĂƉƉůŝĐĂďůĞ͘ ϭ͘sĂƉĂďůĞ͘dĞŶ;ϭϬͿƉĞƌĐĞŶƚŽĨƚŚĞƚŽƚĂůŶƵŵďĞƌŽĨƉĂƌŬŝŶŐƐƉĂĐĞƐŽŶĂďƵŝůĚŝŶŐƐŝƚĞ͕ƉƌŽǀŝĚĞĚĨŽƌĂůůƚǇƉĞƐŽĨƉĂƌŬŝŶŐ ĨĂĐŝůŝƚŝĞƐ͕ƐŚĂůůďĞĞůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƉĂĐĞƐ;sƐƉĂĐĞƐͿĐĂƉĂďůĞŽĨƐƵƉƉŽƌƚŝŶŐĨƵƚƵƌĞ>ĞǀĞůϮs^͘ůĞĐƚƌŝĐĂůůŽĂĚ ĐĂůĐƵůĂƚŝŽŶƐƐŚĂůůĚĞŵŽŶƐƚƌĂƚĞƚŚĂƚƚŚĞĞůĞĐƚƌŝĐĂůƉĂŶĞůƐĞƌǀŝĐĞĐĂƉĂĐŝƚǇĂŶĚĞůĞĐƚƌŝĐĂůƐǇƐƚĞŵ͕ŝŶĐůƵĚŝŶŐĂŶǇŽŶͲƐŝƚĞĚŝƐƚƌŝďƵƚŝŽŶ ƚƌĂŶƐĨŽƌŵĞƌ;ƐͿ͕ŚĂǀĞƐƵĨĨŝĐŝĞŶƚĐĂƉĂĐŝƚǇƚŽƐŝŵƵůƚĂŶĞŽƵƐůǇĐŚĂƌŐĞĂůůsƐĂƚĂůůƌĞƋƵŝƌĞĚsƐƉĂĐĞƐĂƚĂŵŝŶŝŵƵŵŽĨϰϬĂŵƉĞƌĞƐ͘ dŚĞƐĞƌǀŝĐĞƉĂŶĞůŽƌƐƵďƉĂŶĞůĐŝƌĐƵŝƚĚŝƌĞĐƚŽƌǇƐŚĂůůŝĚĞŶƚŝĨǇƚŚĞŽǀĞƌĐƵƌƌĞŶƚƉƌŽƚĞĐƚŝǀĞĚĞǀŝĐĞƐƉĂĐĞ;ƐͿƌĞƐĞƌǀĞĚĨŽƌĨƵƚƵƌĞsн ĐŚĂƌŐŝŶŐƉƵƌƉŽƐĞƐĂƐ͞sW>͟ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂůĞĐƚƌŝĐĂůŽĚĞ͘ ǆĐĞƉƚŝŽŶƐ͗ ϭ͘tŚĞŶsĐŚĂƌŐĞƌƐ;>ĞǀĞůϮs^ͿĂƌĞŝŶƐƚĂůůĞĚŝŶĂŶƵŵďĞƌĞƋƵĂůƚŽŽƌŐƌĞĂƚĞƌƚŚĂŶƚŚĞƌĞƋƵŝƌĞĚŶƵŵďĞƌŽĨsĐĂƉĂďůĞ ƐƉĂĐĞƐ͘ Ϯ͘tŚĞŶsĐŚĂƌŐĞƌƐ;>ĞǀĞůϮs^ͿĂƌĞŝŶƐƚĂůůĞĚŝŶĂŶƵŵďĞƌůĞƐƐƚŚĂŶƚŚĞƌĞƋƵŝƌĞĚŶƵŵďĞƌŽĨsĐĂƉĂďůĞƐƉĂĐĞƐ͕ƚŚĞ ŶƵŵďĞƌŽĨsĐĂƉĂďůĞƐƉĂĐĞƐƌĞƋƵŝƌĞĚŵĂǇďĞƌĞĚƵĐĞĚďǇĂŶƵŵďĞƌĞƋƵĂůƚŽƚŚĞŶƵŵďĞƌŽĨsĐŚĂƌŐĞƌƐŝŶƐƚĂůůĞĚ EŽƚĞƐ͗ Ă͘W>E^ĂƌĞŝŶƚĞŶĚĞĚƚŽĚĞŵŽŶƐƚƌĂƚĞƚŚĞƉƌŽũĞĐƚ͛ƐĐĂƉĂďŝůŝƚǇĂŶĚĐĂƉĂĐŝƚǇĨŽƌĨĂĐŝůŝƚĂƚŝŶŐĨƵƚƵƌĞsĐŚĂƌŐŝŶŐ͘ ď͘dŚĞƌĞŝƐŶŽƌĞƋƵŝƌĞŵĞŶƚĨŽƌsƐƉĂĐĞƐƚŽďĞĐŽŶƐƚƌƵĐƚĞĚŽƌĂǀĂŝůĂďůĞƵŶƚŝůƌĞĐĞƉƚĂĐůĞƐĨŽƌsĐŚĂƌŐŝŶŐŽƌsĐŚĂƌŐĞƌƐĂƌĞ ŝŶƐƚĂůůĞĚĨŽƌƵƐĞ͘ Ϯ͘sZĞĂĚǇ͘dǁĞŶƚǇͲĨŝǀĞ;ϮϱͿƉĞƌĐĞŶƚŽĨƚŚĞƚŽƚĂůŶƵŵďĞƌŽĨƉĂƌŬŝŶŐƐƉĂĐĞƐƐŚĂůůďĞĞƋƵŝƉƉĞĚǁŝƚŚůŽǁƉŽǁĞƌ>ĞǀĞůϮs ĐŚĂƌŐŝŶŐƌĞĐĞƉƚĂĐůĞƐ͘&ŽƌŵƵůƚŝĨĂŵŝůǇƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐ͕ŶŽŵŽƌĞƚŚĂŶŽŶĞƌĞĐĞƉƚĂĐůĞŝƐƌĞƋƵŝƌĞĚƉĞƌĚǁĞůůŝŶŐƵŶŝƚǁŚĞŶŵŽƌĞ ƚŚĂŶŽŶĞƉĂƌŬŝŶŐƐƉĂĐĞŝƐƉƌŽǀŝĚĞĚĨŽƌƵƐĞďǇĂƐŝŶŐůĞĚǁĞůůŝŶŐƵŶŝƚ͘ ǆĐĞƉƚŝŽŶ͗ƌĞĂƐŽĨƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐƐĞƌǀĞĚďǇƉĂƌŬŝŶŐůŝĨƚƐ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘ϮDƵůƚŝĨĂŵŝůǇĚĞǀĞůŽƉŵĞŶƚƉƌŽũĞĐƚƐǁŝƚŚϮϬŽƌŵŽƌĞĚǁĞůůŝŶŐƵŶŝƚƐ͕ŚŽƚĞůƐĂŶĚŵŽƚĞůƐǁŝƚŚϮϬŽƌŵŽƌĞ ƐůĞĞƉŝŶŐƵŶŝƚƐŽƌŐƵĞƐƚƌŽŽŵƐ͘ dŚĞŶƵŵďĞƌŽĨĚǁĞůůŝŶŐƵŶŝƚƐ͕ƐůĞĞƉŝŶŐƵŶŝƚƐŽƌŐƵĞƐƚƌŽŽŵƐƐŚĂůůďĞďĂƐĞĚŽŶĂůůďƵŝůĚŝŶŐƐŽŶĂƉƌŽũĞĐƚƐŝƚĞƐƵďũĞĐƚƚŽ ƚŚŝƐƐĞĐƚŝŽŶ͘ ϭ͘sĂƉĂďůĞ͘dĞŶ;ϭϬͿƉĞƌĐĞŶƚŽĨƚŚĞƚŽƚĂůŶƵŵďĞƌŽĨƉĂƌŬŝŶŐƐƉĂĐĞƐŽŶĂďƵŝůĚŝŶŐƐŝƚĞ͕ƉƌŽǀŝĚĞĚĨŽƌĂůůƚǇƉĞƐŽĨƉĂƌŬŝŶŐ ĨĂĐŝůŝƚŝĞƐ͕ƐŚĂůůďĞĞůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƉĂĐĞƐ;sƐƉĂĐĞƐͿĐĂƉĂďůĞŽĨƐƵƉƉŽƌƚŝŶŐĨƵƚƵƌĞ>ĞǀĞůϮs^͘ůĞĐƚƌŝĐĂůůŽĂĚ ĐĂůĐƵůĂƚŝŽŶƐƐŚĂůůĚĞŵŽŶƐƚƌĂƚĞƚŚĂƚƚŚĞĞůĞĐƚƌŝĐĂůƉĂŶĞůƐĞƌǀŝĐĞĐĂƉĂĐŝƚǇĂŶĚĞůĞĐƚƌŝĐĂůƐǇƐƚĞŵ͕ŝŶĐůƵĚŝŶŐĂŶǇŽŶͲƐŝƚĞĚŝƐƚƌŝďƵƚŝŽŶ ƚƌĂŶƐĨŽƌŵĞƌ;ƐͿ͕ŚĂǀĞƐƵĨĨŝĐŝĞŶƚĐĂƉĂĐŝƚǇƚŽƐŝŵƵůƚĂŶĞŽƵƐůǇĐŚĂƌŐĞĂůůsƐĂƚĂůůƌĞƋƵŝƌĞĚsƐƉĂĐĞƐĂƚĂŵŝŶŝŵƵŵŽĨϰϬĂŵƉĞƌĞƐ͘ dŚĞƐĞƌǀŝĐĞƉĂŶĞůŽƌƐƵďƉĂŶĞůĐŝƌĐƵŝƚĚŝƌĞĐƚŽƌǇƐŚĂůůŝĚĞŶƚŝĨǇƚŚĞŽǀĞƌĐƵƌƌĞŶƚƉƌŽƚĞĐƚŝǀĞĚĞǀŝĐĞƐƉĂĐĞ;ƐͿƌĞƐĞƌǀĞĚĨŽƌĨƵƚƵƌĞs ĐŚĂƌŐŝŶŐƉƵƌƉŽƐĞƐĂƐ͞sW>͟ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂůĞĐƚƌŝĐĂůŽĚĞ͘ ǆĐĞƉƚŝŽŶ͗tŚĞŶsĐŚĂƌŐĞƌƐ;>ĞǀĞůϮs^ͿĂƌĞŝŶƐƚĂůůĞĚŝŶĂŶƵŵďĞƌŐƌĞĂƚĞƌƚŚĂŶĨŝǀĞ;ϱͿƉĞƌĐĞŶƚŽĨƉĂƌŬŝŶŐƐƉĂĐĞƐ ƌĞƋƵŝƌĞĚďǇ^ĞĐƚŝŽŶϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͕/ƚĞŵϯ͕ƚŚĞŶƵŵďĞƌŽĨsĐĂƉĂďůĞƐƉĂĐĞƐƌĞƋƵŝƌĞĚŵĂǇďĞƌĞĚƵĐĞĚďǇĂŶƵŵďĞƌĞƋƵĂůƚŽƚŚĞ ŶƵŵďĞƌŽĨsĐŚĂƌŐĞƌƐŝŶƐƚĂůůĞĚŽǀĞƌƚŚĞĨŝǀĞ;ϱͿƉĞƌĐĞŶƚƌĞƋƵŝƌĞĚ͘ EŽƚĞƐ͗ Ă͘W>E^ƐŚĂůůƐŚŽǁůŽĐĂƚŝŽŶƐŽĨĨƵƚƵƌĞsƐƉĂĐĞƐ͘ ď͘dŚĞƌĞŝƐŶŽƌĞƋƵŝƌĞŵĞŶƚĨŽƌsƐƉĂĐĞƐƚŽďĞĐŽŶƐƚƌƵĐƚĞĚŽƌĂǀĂŝůĂďůĞƵŶƚŝůƌĞĐĞƉƚĂĐůĞƐĨŽƌsĐŚĂƌŐŝŶŐŽƌsĐŚĂƌŐĞƌƐĂƌĞ ŝŶƐƚĂůůĞĚĨŽƌƵƐĞ͘ Ϯ͘sZĞĂĚǇ͘dǁĞŶƚǇͲĨŝǀĞ;ϮϱͿƉĞƌĐĞŶƚŽĨƚŚĞƚŽƚĂůŶƵŵďĞƌŽĨƉĂƌŬŝŶŐƐƉĂĐĞƐƐŚĂůůďĞĞƋƵŝƉƉĞĚǁŝƚŚůŽǁƉŽǁĞƌ>ĞǀĞůϮs ĐŚĂƌŐŝŶŐƌĞĐĞƉƚĂĐůĞƐ͘&ŽƌŵƵůƚŝĨĂŵŝůǇƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐ͕ŶŽŵŽƌĞƚŚĂŶŽŶĞƌĞĐĞƉƚĂĐůĞŝƐƌĞƋƵŝƌĞĚƉĞƌĚǁĞůůŝŶŐƵŶŝƚǁŚĞŶŵŽƌĞ ƚŚĂŶŽŶĞƉĂƌŬŝŶŐƐƉĂĐĞŝƐƉƌŽǀŝĚĞĚĨŽƌƵƐĞďǇĂƐŝŶŐůĞĚǁĞůůŝŶŐƵŶŝƚ͘ ǆĐĞƉƚŝŽŶ͗ƌĞĂƐŽĨƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐƐĞƌǀĞĚďǇƉĂƌŬŝŶŐůŝĨƚƐ͘ ϯ͘sŚĂƌŐĞƌƐ͘&ŝǀĞ;ϱͿƉĞƌĐĞŶƚŽĨƚŚĞƚŽƚĂůŶƵŵďĞƌŽĨƉĂƌŬŝŶŐƐƉĂĐĞƐƐŚĂůůďĞĞƋƵŝƉƉĞĚǁŝƚŚ>ĞǀĞůϮs^͘tŚĞƌĞĐŽŵŵŽŶƵƐĞ ƉĂƌŬŝŶŐŝƐƉƌŽǀŝĚĞĚ͕ĂƚůĞĂƐƚŽŶĞsĐŚĂƌŐĞƌƐŚĂůůďĞůŽĐĂƚĞĚŝŶƚŚĞĐŽŵŵŽŶƵƐĞƉĂƌŬŝŶŐĂƌĞĂĂŶĚƐŚĂůůďĞĂǀĂŝůĂďůĞĨŽƌƵƐĞďǇĂůů ƌĞƐŝĚĞŶƚƐŽƌŐƵĞƐƚƐ͘ tŚĞŶůŽǁƉŽǁĞƌ>ĞǀĞůϮsĐŚĂƌŐŝŶŐƌĞĐĞƉƚĂĐůĞƐŽƌ>ĞǀĞůϮs^ĂƌĞŝŶƐƚĂůůĞĚďĞǇŽŶĚƚŚĞŵŝŶŝŵƵŵƌĞƋƵŝƌĞĚ͕ĂŶĂƵƚŽŵĂƚŝĐůŽĂĚ ŵĂŶĂŐĞŵĞŶƚƐǇƐƚĞŵ;>D^ͿŵĂǇďĞƵƐĞĚƚŽƌĞĚƵĐĞƚŚĞŵĂǆŝŵƵŵƌĞƋƵŝƌĞĚĞůĞĐƚƌŝĐĂůĐĂƉĂĐŝƚǇƚŽĞĂĐŚƐƉĂĐĞƐĞƌǀĞĚďǇƚŚĞ >D^͘dŚĞĞůĞĐƚƌŝĐĂůƐǇƐƚĞŵĂŶĚĂŶǇŽŶͲƐŝƚĞĚŝƐƚƌŝďƵƚŝŽŶƚƌĂŶƐĨŽƌŵĞƌƐƐŚĂůůŚĂǀĞƐƵĨĨŝĐŝĞŶƚĐĂƉĂĐŝƚǇƚŽĚĞůŝǀĞƌĂƚůĞĂƐƚϯ͘ϯŬt ƐŝŵƵůƚĂŶĞŽƵƐůǇƚŽĞĂĐŚsĐŚĂƌŐŝŶŐƐƚĂƚŝŽŶ;s^ͿƐĞƌǀĞĚďǇƚŚĞ>D^͘dŚĞďƌĂŶĐŚĐŝƌĐƵŝƚƐŚĂůůŚĂǀĞĂŵŝŶŝŵƵŵĐĂƉĂĐŝƚǇŽĨϰϬ ĂŵƉĞƌĞƐ͕ĂŶĚŝŶƐƚĂůůĞĚs^ƐŚĂůůŚĂǀĞĂĐĂƉĂĐŝƚǇŽĨŶŽƚůĞƐƐƚŚĂŶϯϬĂŵƉĞƌĞƐ͘>D^ƐŚĂůůŶŽƚďĞƵƐĞĚƚŽƌĞĚƵĐĞƚŚĞŵŝŶŝŵƵŵ ƌĞƋƵŝƌĞĚĞůĞĐƚƌŝĐĂůĐĂƉĂĐŝƚǇƚŽƚŚĞƌĞƋƵŝƌĞĚsĐĂƉĂďůĞƐƉĂĐĞƐ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƚĂƚŝŽŶƐ;s^Ϳ͘ ůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƚĂƚŝŽŶƐƌĞƋƵŝƌĞĚďǇ^ĞĐƚŝŽŶϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͕/ƚĞŵϯ͕ƐŚĂůůĐŽŵƉůǇǁŝƚŚ^ĞĐƚŝŽŶϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘ ǆĐĞƉƚŝŽŶ͗ůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƚĂƚŝŽŶƐƐĞƌǀŝŶŐƉƵďůŝĐĂĐĐŽŵŵŽĚĂƚŝŽŶƐ͕ƉƵďůŝĐŚŽƵƐŝŶŐ͕ŵŽƚĞůƐĂŶĚŚŽƚĞůƐƐŚĂůůŶŽƚďĞ ƌĞƋƵŝƌĞĚƚŽĐŽŵƉůǇǁŝƚŚƚŚŝƐƐĞĐƚŝŽŶ͘^ĞĞĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐŽĚĞ͕ŚĂƉƚĞƌϭϭ͕ĨŽƌĂƉƉůŝĐĂďůĞƌĞƋƵŝƌĞŵĞŶƚƐ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘ϭ>ŽĐĂƚŝŽŶ͘ s^ƐŚĂůůĐŽŵƉůǇǁŝƚŚĂƚůĞĂƐƚŽŶĞŽĨƚŚĞĨŽůůŽǁŝŶŐŽƉƚŝŽŶƐ ϭ͘dŚĞĐŚĂƌŐŝŶŐƐƉĂĐĞƐŚĂůůďĞůŽĐĂƚĞĚĂĚũĂĐĞŶƚƚŽĂŶĂĐĐĞƐƐŝďůĞƉĂƌŬŝŶŐƐƉĂĐĞŵĞĞƚŝŶŐƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨ ƚŚĞĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐŽĚĞ͕ŚĂƉƚĞƌϭϭ͕ƚŽĂůůŽǁƵƐĞŽĨƚŚĞsĐŚĂƌŐĞƌĨƌŽŵƚŚĞĂĐĐĞƐƐŝďůĞƉĂƌŬŝŶŐƐƉĂĐĞ͘ Ϯ͘dŚĞĐŚĂƌŐŝŶŐƐƉĂĐĞƐŚĂůůďĞůŽĐĂƚĞĚŽŶĂŶĂĐĐĞƐƐŝďůĞƌŽƵƚĞ͕ĂƐĚĞĨŝŶĞĚŝŶƚŚĞĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐŽĚĞ͕ ŚĂƉƚĞƌϮ͕ƚŽƚŚĞďƵŝůĚŝŶŐ͘ ǆĐĞƉƚŝŽŶ͗ůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƚĂƚŝŽŶƐĚĞƐŝŐŶĞĚĂŶĚĐŽŶƐƚƌƵĐƚĞĚŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂ ƵŝůĚŝŶŐŽĚĞ͕ŚĂƉƚĞƌϭϭ͕ĂƌĞŶŽƚƌĞƋƵŝƌĞĚƚŽĐŽŵƉůǇǁŝƚŚ^ĞĐƚŝŽŶϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘ϭĂŶĚ^ĞĐƚŝŽŶ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘Ϯ͕/ƚĞŵϯ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘ϮůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƚĂƚŝŽŶƐ;s^ͿĚŝŵĞŶƐŝŽŶƐ͘ dŚĞĐŚĂƌŐŝŶŐƐƉĂĐĞƐƐŚĂůůďĞĚĞƐŝŐŶĞĚƚŽĐŽŵƉůǇǁŝƚŚƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘dŚĞŵŝŶŝŵƵŵůĞŶŐƚŚŽĨĞĂĐŚsƐƉĂĐĞƐŚĂůůďĞϭϴĨĞĞƚ;ϱϰϴϲŵŵͿ͘ Ϯ͘dŚĞŵŝŶŝŵƵŵǁŝĚƚŚŽĨĞĂĐŚsƐƉĂĐĞƐŚĂůůďĞϵĨĞĞƚ;ϮϳϰϯŵŵͿ͘ ϯ͘KŶĞŝŶĞǀĞƌǇϮϱĐŚĂƌŐŝŶŐƐƉĂĐĞƐ͕ďƵƚŶŽƚůĞƐƐƚŚĂŶŽŶĞ͕ƐŚĂůůĂůƐŽŚĂǀĞĂŶϴͲĨŽŽƚ;ϮϰϯϴŵŵͿǁŝĚĞ ŵŝŶŝŵƵŵĂŝƐůĞ͘ϱͲĨŽŽƚ;ϭϱϮϰŵŵͿǁŝĚĞŵŝŶŝŵƵŵĂŝƐůĞƐŚĂůůďĞƉĞƌŵŝƚƚĞĚƉƌŽǀŝĚĞĚƚŚĞŵŝŶŝŵƵŵǁŝĚƚŚŽĨ ƚŚĞsƐƉĂĐĞŝƐϭϮĨĞĞƚ;ϯϲϱϴŵŵͿ͘ Ă͘^ƵƌĨĂĐĞƐůŽƉĞĨŽƌƚŚŝƐsƐƉĂĐĞĂŶĚƚŚĞĂŝƐůĞƐŚĂůůŶŽƚĞǆĐĞĞĚϭƵŶŝƚǀĞƌƚŝĐĂůŝŶϰϴƵŶŝƚƐŚŽƌŝǌŽŶƚĂů;Ϯ͘Ϭϴϯ ƉĞƌĐĞŶƚƐůŽƉĞͿŝŶĂŶǇĚŝƌĞĐƚŝŽŶ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘ϯĐĐĞƐƐŝďůĞsƐƉĂĐĞƐ͘ /ŶĂĚĚŝƚŝŽŶƚŽƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŝŶ^ĞĐƚŝŽŶƐϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘ϭĂŶĚϰ͘ϭϬϲ͘ϰ͘Ϯ͘Ϯ͘ϭ͘Ϯ͕Ăůůs^͕ǁŚĞŶŝŶƐƚĂůůĞĚ͕ ƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞĂĐĐĞƐƐŝďŝůŝƚǇƉƌŽǀŝƐŝŽŶƐĨŽƌsĐŚĂƌŐĞƌƐŝŶƚŚĞĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐŽĚĞ͕ŚĂƉƚĞƌϭϭ͘s ƌĞĂĚǇƐƉĂĐĞƐĂŶĚs^ŝŶŵƵůƚŝĨĂŵŝůǇĚĞǀĞůŽƉŵĞŶƚƐƐŚĂůůĐŽŵƉůǇǁŝƚŚĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐŽĚĞ͕ŚĂƉƚĞƌϭϭ͕ ^ĞĐƚŝŽŶϭϭϬϵ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘ϯsƐƉĂĐĞƌĞƋƵŝƌĞŵĞŶƚƐ͘ ϭ͘^ŝŶŐůĞsƐƉĂĐĞƌĞƋƵŝƌĞĚ͘/ŶƐƚĂůůĂůŝƐƚĞĚƌĂĐĞǁĂǇĐĂƉĂďůĞŽĨĂĐĐŽŵŵŽĚĂƚŝŶŐĂϮϬϴͬϮϰϬͲǀŽůƚĚĞĚŝĐĂƚĞĚďƌĂŶĐŚ ĐŝƌĐƵŝƚ͘dŚĞƌĂĐĞǁĂǇƐŚĂůůŶŽƚďĞůĞƐƐƚŚĂŶƚƌĂĚĞƐŝǌĞϭ;ŶŽŵŝŶĂůϭͲŝŶĐŚŝŶƐŝĚĞĚŝĂŵĞƚĞƌͿ͘dŚĞƌĂĐĞǁĂǇƐŚĂůů ŽƌŝŐŝŶĂƚĞĂƚƚŚĞŵĂŝŶƐĞƌǀŝĐĞŽƌƐƵďƉĂŶĞůĂŶĚƐŚĂůůƚĞƌŵŝŶĂƚĞŝŶƚŽĂůŝƐƚĞĚĐĂďŝŶĞƚ͕ďŽǆŽƌĞŶĐůŽƐƵƌĞŝŶĐůŽƐĞ ƉƌŽǆŝŵŝƚǇƚŽƚŚĞůŽĐĂƚŝŽŶŽƌƚŚĞƉƌŽƉŽƐĞĚůŽĐĂƚŝŽŶŽĨƚŚĞsƐƉĂĐĞ͘W>E^ƐŚĂůůŝĚĞŶƚŝĨǇƚŚĞƌĂĐĞǁĂǇƚĞƌŵŝŶĂƚŝŽŶ ƉŽŝŶƚ͕ƌĞĐĞƉƚĂĐůĞŽƌĐŚĂƌŐĞƌůŽĐĂƚŝŽŶ͕ĂƐĂƉƉůŝĐĂďůĞ͘dŚĞƐĞƌǀŝĐĞƉĂŶĞůĂŶĚͬŽƌƐƵďƉĂŶĞůƐŚĂůůŚĂǀĞĂϰϬͲĂŵƉĞƌĞ ŵŝŶŝŵƵŵĚĞĚŝĐĂƚĞĚďƌĂŶĐŚĐŝƌĐƵŝƚ͕ŝŶĐůƵĚŝŶŐďƌĂŶĐŚĐŝƌĐƵŝƚŽǀĞƌĐƵƌƌĞŶƚƉƌŽƚĞĐƚŝǀĞĚĞǀŝĐĞŝŶƐƚĂůůĞĚ͕ŽƌƐƉĂĐĞ;ƐͿ ƌĞƐĞƌǀĞĚƚŽƉĞƌŵŝƚŝŶƐƚĂůůĂƚŝŽŶŽĨĂďƌĂŶĐŚĐŝƌĐƵŝƚŽǀĞƌĐƵƌƌĞŶƚƉƌŽƚĞĐƚŝǀĞĚĞǀŝĐĞ͘ ([FHSWLRQ$UDFHZD\LVQRWUHTXLUHGLIDPLQLPXPDPSHUHYROWGHGLFDWHG(9EUDQFKFLUFXLWLV LQVWDOOHGLQFORVHSUR[LPLW\WRWKHORFDWLRQRUWKHSURSRVHGORFDWLRQRIWKH(9VSDFHDWWKHWLPHRIRULJLQDO FRQVWUXFWLRQLQDFFRUGDQFHZLWKWKH&DOLIRUQLD(OHFWULFDO&RGH 0XOWLSOH(9VSDFHVUHTXLUHG3/$16VKDOOLQGLFDWHWKHUDFHZD\WHUPLQDWLRQSRLQWDQGWKHORFDWLRQRILQVWDOOHG RUIXWXUH(9VSDFHVUHFHSWDFOHVRU(9FKDUJHUV3/$16VKDOODOVRSURYLGHLQIRUPDWLRQRQDPSHUDJHRILQVWDOOHG RUIXWXUHUHFHSWDFOHVRU(96(UDFHZD\PHWKRGVZLULQJVFKHPDWLFVDQGHOHFWULFDOORDGFDOFXODWLRQV3ODQ GHVLJQVKDOOEHEDVHGXSRQDDPSHUHPLQLPXPEUDQFKFLUFXLW5HTXLUHGUDFHZD\VDQGUHODWHGFRPSRQHQWV WKDWDUHSODQQHGWREHLQVWDOOHGXQGHUJURXQGHQFORVHGLQDFFHVVLEOHRULQFRQFHDOHGDUHDVDQGVSDFHVVKDOOEH LQVWDOOHGDWWKHWLPHRIRULJLQDOFRQVWUXFWLRQ ǆĐĞƉƚŝŽŶ͗ƌĂĐĞǁĂǇŝƐŶŽƚƌĞƋƵŝƌĞĚŝĨĂŵŝŶŝŵƵŵϰϬͲĂŵƉĞƌĞϮϬϴͬϮϰϬͲǀŽůƚĚĞĚŝĐĂƚĞĚsďƌĂŶĐŚĐŝƌĐƵŝƚŝƐŝŶƐƚĂůůĞĚŝŶĐůŽƐĞ ƉƌŽǆŝŵŝƚǇƚŽƚŚĞůŽĐĂƚŝŽŶŽƌƚŚĞƉƌŽƉŽƐĞĚůŽĐĂƚŝŽŶŽĨƚŚĞsƐƉĂĐĞĂƚƚŚĞƚŝŵĞŽĨŽƌŝŐŝŶĂůĐŽŶƐƚƌƵĐƚŝŽŶŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞ ĂůŝĨŽƌŶŝĂůĞĐƚƌŝĐĂůŽĚĞ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘ϰ/ĚĞŶƚŝĨŝĐĂƚŝŽŶ͘ dŚĞƐĞƌǀŝĐĞƉĂŶĞůŽƌƐƵďƉĂŶĞůĐŝƌĐƵŝƚĚŝƌĞĐƚŽƌǇƐŚĂůůŝĚĞŶƚŝĨǇƚŚĞŽǀĞƌĐƵƌƌĞŶƚƉƌŽƚĞĐƚŝǀĞĚĞǀŝĐĞƐƉĂĐĞ;ƐͿƌĞƐĞƌǀĞĚ ĨŽƌĨƵƚƵƌĞsĐŚĂƌŐŝŶŐƉƵƌƉŽƐĞƐĂƐ͞sW>͟ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂůĞĐƚƌŝĐĂůŽĚĞ͘ ϰ͘ϭϬϲ͘ϰ͘Ϯ͘ϱůĞĐƚƌŝĐsĞŚŝĐůĞZĞĂĚǇ^ƉĂĐĞ^ŝŐŶĂŐĞ͘ ůĞĐƚƌŝĐǀĞŚŝĐůĞƌĞĂĚǇƐƉĂĐĞƐƐŚĂůůďĞŝĚĞŶƚŝĨŝĞĚďǇƐŝŐŶĂŐĞŽƌƉĂǀĞŵĞŶƚŵĂƌŬŝŶŐƐ͕ŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚĂůƚƌĂŶƐ dƌĂĨĨŝĐKƉĞƌĂƚŝŽŶƐWŽůŝĐǇŝƌĞĐƚŝǀĞϭϯͲϬϭ;ĞƌŽŵŝƐƐŝŽŶsĞŚŝĐůĞ^ŝŐŶƐĂŶĚWĂǀĞŵĞŶƚDĂƌŬŝŶŐƐͿŽƌŝƚƐƐƵĐĐĞƐƐŽƌ;ƐͿ͘ ϰ͘ϭϬϲ͘ϰ͘ϯůĞĐƚƌŝĐǀĞŚŝĐůĞĐŚĂƌŐŝŶŐĨŽƌĂĚĚŝƚŝŽŶƐĂŶĚĂůƚĞƌĂƚŝŽŶƐŽĨƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐƐĞƌǀŝŶŐĞǆŝƐƚŝŶŐŵƵůƚŝĨĂŵŝůǇďƵŝůĚŝŶŐƐ͘ tŚĞŶŶĞǁƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐĂƌĞĂĚĚĞĚ͕ŽƌĞůĞĐƚƌŝĐĂůƐǇƐƚĞŵƐŽƌůŝŐŚƚŝŶŐŽĨĞǆŝƐƚŝŶŐƉĂƌŬŝŶŐĨĂĐŝůŝƚŝĞƐĂƌĞĂĚĚĞĚŽƌĂůƚĞƌĞĚĂŶĚ ƚŚĞǁŽƌŬƌĞƋƵŝƌĞƐĂďƵŝůĚŝŶŐƉĞƌŵŝƚ͕ƚĞŶ;ϭϬͿƉĞƌĐĞŶƚŽĨƚŚĞƚŽƚĂůŶƵŵďĞƌŽĨƉĂƌŬŝŶŐƐƉĂĐĞƐĂĚĚĞĚŽƌĂůƚĞƌĞĚƐŚĂůůďĞĞůĞĐƚƌŝĐ ǀĞŚŝĐůĞĐŚĂƌŐŝŶŐƐƉĂĐĞƐ;sƐƉĂĐĞƐͿĐĂƉĂďůĞŽĨƐƵƉƉŽƌƚŝŶŐĨƵƚƵƌĞ>ĞǀĞůϮs^͘ EŽƚĞƐ͗ ϭ͘W>E^ĂƌĞŝŶƚĞŶĚĞĚƚŽĚĞŵŽŶƐƚƌĂƚĞƚŚĞƉƌŽũĞĐƚ͛ƐĐĂƉĂďŝůŝƚǇĂŶĚĐĂƉĂĐŝƚǇĨŽƌĨĂĐŝůŝƚĂƚŝŶŐĨƵƚƵƌĞsĐŚĂƌŐŝŶŐ͘ Ϯ͘dŚĞƌĞŝƐŶŽƌĞƋƵŝƌĞŵĞŶƚĨŽƌsƐƉĂĐĞƐƚŽďĞĐŽŶƐƚƌƵĐƚĞĚŽƌĂǀĂŝůĂďůĞƵŶƚŝůsĐŚĂƌŐĞƌƐĂƌĞŝŶƐƚĂůůĞĚĨŽƌƵƐĞ͘ ^d/KEϰ͘ϱϬϭ'EZ> ϰ͘ϱϬϭ͘ϭ^ĐŽƉĞ͘7KHSURYLVLRQVRIWKLVFKDSWHUVKDOORXWOLQHPHDQVRIUHGXFLQJWKHTXDOLW\RIDLUFRQWDPLQDQWVWKDWDUHRGRURXVLUULWDWLQJDQGRUKDUPIXO WRWKHFRPIRUWDQGZHOOEHLQJRIDEXLOGLQJ VLQVWDOOHUVRFFXSDQWVDQGQHLJKERUV ^d/KEϰ͘ϱϬϮ&/E/d/KE^ ϱ͘ϭϬϮ͘ϭ&/E/d/KE^dŚĞĨŽůůŽǁŝŶŐƚĞƌŵƐĂƌĞĚĞĨŝŶĞĚŝŶŚĂƉƚĞƌϮ;ĂŶĚĂƌĞŝŶĐůƵĚĞĚŚĞƌĞĨŽƌƌĞĨĞƌĞŶĐĞͿ 'Z/&/ZWZKhd^͘ŐƌŝĨŝďĞƌƉƌŽĚƵĐƚƐŝŶĐůƵĚĞǁŚĞĂƚďŽĂƌĚ͕ƐƚƌĂǁďŽĂƌĚ͕ƉĂŶĞůƐƵďƐƚƌĂƚĞƐĂŶĚĚŽŽƌĐŽƌĞƐ͕ŶŽƚŝŶĐůƵĚŝŶŐĨƵƌŶŝƚƵƌĞ͕ĨŝǆƚƵƌĞƐĂŶĚ ĞƋƵŝƉŵĞŶƚ;&&ΘͿŶŽƚĐŽŶƐŝĚĞƌĞĚďĂƐĞďƵŝůĚŝŶŐĞůĞŵĞŶƚƐ͘ KDWK^/dtKKWZKhd^͘ŽŵƉŽƐŝƚĞǁŽŽĚƉƌŽĚƵĐƚƐŝŶĐůƵĚĞŚĂƌĚǁŽŽĚƉůǇǁŽŽĚ͕ƉĂƌƚŝĐůĞďŽĂƌĚĂŶĚŵĞĚŝƵŵĚĞŶƐŝƚǇĨŝďĞƌďŽĂƌĚ͘ ΗŽŵƉŽƐŝƚĞǁŽŽĚƉƌŽĚƵĐƚƐΗĚŽĞƐŶŽƚŝŶĐůƵĚĞŚĂƌĚďŽĂƌĚ͕ƐƚƌƵĐƚƵƌĂůƉůǇǁŽŽĚ͕ƐƚƌƵĐƚƵƌĂůƉĂŶĞůƐ͕ƐƚƌƵĐƚƵƌĂůĐŽŵƉŽƐŝƚĞůƵŵďĞƌ͕ŽƌŝĞŶƚĞĚƐƚƌĂŶĚ ďŽĂƌĚ͕ŐůƵĞĚůĂŵŝŶĂƚĞĚƚŝŵďĞƌ͕ƉƌĞĨĂďƌŝĐĂƚĞĚǁŽŽĚ/ͲũŽŝƐƚƐŽƌĨŝŶŐĞƌͲũŽŝŶƚĞĚůƵŵďĞƌ͕ĂůůĂƐƐƉĞĐŝĨŝĞĚŝŶĂůŝĨŽƌŶŝĂŽĚĞŽĨƌĞŐƵůĂƚŝŽŶƐ;ZͿ͕ƚŝƚůĞ ϭϳ͕^ĞĐƚŝŽŶϵϯϭϮϬ͘ϭ͘ /ZdͲsEdWW>/E͘ĨƵĞůͲďƵƌŶŝŶŐĂƉƉůŝĂŶĐĞǁŝƚŚĂƐĞĂůĞĚĐŽŵďƵƐƚŝŽŶƐǇƐƚĞŵƚŚĂƚĚƌĂǁƐĂůůĂŝƌĨŽƌĐŽŵďƵƐƚŝŽŶĨƌŽŵƚŚĞŽƵƚƐŝĚĞ ĂƚŵŽƐƉŚĞƌĞĂŶĚĚŝƐĐŚĂƌŐĞƐĂůůĨůƵĞŐĂƐĞƐƚŽƚŚĞŽƵƚƐŝĚĞĂƚŵŽƐƉŚĞƌĞ͘ 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. < 1$< 1$< 1$< 1$ 5(6321 3$57< 5(6321 3$57< 5(6321 3$57< 5(6321 3$57< ϮϬϮϮ>/&KZE/'ZEh/>/E'^dEZ^K Z^/Ed/>DEdKZzD^hZ^͕^,dϭ;:ĂŶƵĂƌǇϮϬϮϯͿ < <(6 1$ 127$33/,&$%/( 5(63213$57< 5(63216,%/(3$57<LH$5&+,7(&7(1*,1((5 2:1(5&2175$&725,163(&725(7& d>,ͲϮ ^dEZ^&KZKDDZ/>WZͲZ/E^^WZzs>h^ DEh&dhZKEKZ&dZ:EhZzϮϴ͕ϮϬϭϵ WZKhd>^^ ΀ƐƉƌĂǇĨŽƌĐĞŝŶŽƵŶĐĞĨŽƌĐĞ;ŽǌĨͿ΁ Dy/DhD&>KtZd;ŐƉŵͿ WƌŽĚƵĐƚůĂƐƐϭ;чϱ͘ϬŽǌĨͿ ϭ͘ϬϬϬϬ WƌŽĚƵĐƚůĂƐƐϮ;хϱ͘ϬŽǌĨĂŶĚчϴ͘ϬŽǌĨͿ ϭ͘ϮϬϬϬ WƌŽĚƵĐƚůĂƐƐϯ;хϴ͘ϬŽǌĨͿ ϭ͘ϮϴϬϬ d>ͲDy/DhD&/ydhZtdZh^ &/ydhZdzW&>KtZd ^,KtZ,^;Z^/Ed/>Ϳ ϭ͘ϴ'DWΛϴϬW^/ >sdKZz&hd^;Z^/Ed/>Ϳ Dy͘ϭ͘Ϯ'WDΛϲϬW^/D/E͘Ϭ͘ϴ'WDΛϮϬW^/ >sdKZz&hd^/EKDDKEΘWh>/h^Z^Ϭ͘ϱ'WDΛϲϬW^/ </d,E&hd^ϭ͘ϴ'WDΛϲϬW^/ DdZ/E'&hd^Ϭ͘Ϯ'>ͬz> tdZ>K^d ϭ͘Ϯϴ'>ͬ&>h^, hZ/E>^Ϭ͘ϭϮϱ'>ͬ&>h^, [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ /s/^/KEϰ͘Ϯ EZ'z&&//Ez ϰ͘ϮϬϭ'EZ> ϰ͘ϮϬϭ͘ϭ^KW͘ &ŽƌƚŚĞƉƵƌƉŽƐĞƐŽĨŵĂŶĚĂƚŽƌǇĞŶĞƌŐǇĞĨĨŝĐŝĞŶĐǇƐƚĂŶĚĂƌĚƐŝŶƚŚŝƐĐŽĚĞ͕ƚŚĞĂůŝĨŽƌŶŝĂŶĞƌŐǇŽŵŵŝƐƐŝŽŶǁŝůůĐŽŶƚŝŶƵĞƚŽĂĚŽƉƚ ŵĂŶĚĂƚŽƌǇƐƚĂŶĚĂƌĚƐ͘ [ ϰ͘ϯϬϰKhdKKZtdZh^ ϰ͘ϯϬϰ͘ϭKhdKKZWKd>tdZh^/E>E^WZ^͘ZĞƐŝĚĞŶƚŝĂůĚĞǀĞůŽƉŵĞŶƚƐƐŚĂůůĐŽŵƉůǇǁŝƚŚĂůŽĐĂůǁĂƚĞƌĞĨĨŝĐŝĞŶƚůĂŶĚƐĐĂƉĞŽƌĚŝŶĂŶĐĞŽƌ ƚŚĞĐƵƌƌĞŶƚĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨtĂƚĞƌZĞƐŽƵƌĐĞƐΖDŽĚĞůtĂƚĞƌĨĨŝĐŝĞŶƚ>ĂŶĚƐĐĂƉĞKƌĚŝŶĂŶĐĞ;Dt>KͿ͕ǁŚŝĐŚĞǀĞƌŝƐŵŽƌĞƐƚƌŝŶŐĞŶƚ͘ EKd^͗ ϭ͘dŚĞDŽĚĞůtĂƚĞƌĨĨŝĐŝĞŶƚ>ĂŶĚƐĐĂƉĞKƌĚŝŶĂŶĐĞ;Dt>KͿŝƐůŽĐĂƚĞĚŝŶƚŚĞĂůŝĨŽƌŶŝĂŽĚĞZĞŐƵůĂƚŝŽŶƐ͕dŝƚůĞϮϯ͕ŚĂƉƚĞƌϮ͘ϳ͕ŝǀŝƐŝŽŶϮ͘Dt>KĂŶĚ ƐƵƉƉŽƌƚŝŶŐĚŽĐƵŵĞŶƚƐ͕ŝŶĐůƵĚŝŶŐǁĂƚĞƌďƵĚŐĞƚĐĂůĐƵůĂƚŽƌ͕ĂƌĞĂǀĂŝůĂďůĞĂƚ͗ŚƚƚƉƐ͗ͬͬǁǁǁ͘ǁĂƚĞƌ͘ĐĂ͘ŐŽǀͬ [ ',9,6,21 0$7(5,$/&216(59$7,21$1'5(6285&(()),&,(1&< ϰ͘ϰϬϲE,EhZ/>/dzEZhD/EdEE ϰ͘ϰϬϲ͘ϭZKEdWZKK&/E'͘ŶŶƵůĂƌƐƉĂĐĞƐĂƌŽƵŶĚƉŝƉĞƐ͕ĞůĞĐƚƌŝĐĐĂďůĞƐ͕ĐŽŶĚƵŝƚƐŽƌŽƚŚĞƌŽƉĞŶŝŶŐƐŝŶƐŽůĞͬďŽƚƚŽŵƉůĂƚĞƐĂƚĞǆƚĞƌŝŽƌǁĂůůƐ ƐŚĂůůďĞƉƌŽƚĞĐƚĞĚĂŐĂŝŶƐƚƚŚĞƉĂƐƐĂŐĞŽĨƌŽĚĞŶƚƐďǇĐůŽƐŝŶŐƐƵĐŚŽƉĞŶŝŶŐƐǁŝƚŚĐĞŵĞŶƚŵŽƌƚĂƌ͕ĐŽŶĐƌĞƚĞŵĂƐŽŶƌǇŽƌĂƐŝŵŝůĂƌŵĞƚŚŽĚ ĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ ϰ͘ϰϬϴKE^dZhd/KEt^dZhd/KE͕/^WK^>EZz>/E' ϰ͘ϰϬϴ͘ϭKE^dZhd/KEt^dDE'DEd͘ZĞĐǇĐůĞĂŶĚͬŽƌƐĂůǀĂŐĞĨŽƌƌĞƵƐĞĂŵŝŶŝŵƵŵŽĨϲϱƉĞƌĐĞŶƚŽĨƚŚĞŶŽŶͲŚĂǌĂƌĚŽƵƐĐŽŶƐƚƌƵĐƚŝŽŶ ĂŶĚĚĞŵŽůŝƚŝŽŶǁĂƐƚĞŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚĞŝƚŚĞƌ^ĞĐƚŝŽŶϰ͘ϰϬϴ͘Ϯ͕ϰ͘ϰϬϴ͘ϯŽƌϰ͘ϰϬϴ͘ϰ͕ŽƌŵĞĞƚĂŵŽƌĞƐƚƌŝŶŐĞŶƚůŽĐĂůĐŽŶƐƚƌƵĐƚŝŽŶĂŶĚĚĞŵŽůŝƚŝŽŶ ǁĂƐƚĞŵĂŶĂŐĞŵĞŶƚŽƌĚŝŶĂŶĐĞ͘ ǆĐĞƉƚŝŽŶƐ͗ ϭ͘ǆĐĂǀĂƚĞĚƐŽŝůĂŶĚůĂŶĚͲĐůĞĂƌŝŶŐĚĞďƌŝƐ͘ Ϯ͘ůƚĞƌŶĂƚĞǁĂƐƚĞƌĞĚƵĐƚŝŽŶŵĞƚŚŽĚƐĚĞǀĞůŽƉĞĚďǇǁŽƌŬŝŶŐǁŝƚŚůŽĐĂůĂŐĞŶĐŝĞƐŝĨĚŝǀĞƌƐŝŽŶŽƌƌĞĐǇĐůĞĨĂĐŝůŝƚŝĞƐĐĂƉĂďůĞŽĨĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐ ŝƚĞŵĚŽŶŽƚĞǆŝƐƚŽƌĂƌĞŶŽƚůŽĐĂƚĞĚƌĞĂƐŽŶĂďůǇĐůŽƐĞƚŽƚŚĞũŽďƐŝƚĞ͘ ϯ͘dŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇŵĂǇŵĂŬĞĞǆĐĞƉƚŝŽŶƐƚŽƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚŝƐƐĞĐƚŝŽŶǁŚĞŶŝƐŽůĂƚĞĚũŽďƐŝƚĞƐĂƌĞůŽĐĂƚĞĚŝŶĂƌĞĂƐďĞǇŽŶĚƚŚĞŚĂƵů ďŽƵŶĚĂƌŝĞƐŽĨƚŚĞĚŝǀĞƌƐŝŽŶĨĂĐŝůŝƚǇ͘ [ [ 1401 W Highland St & #2 - 101118574 & 766/10/2024 'EͲϮ ^,d Zs d^Z/Wd/KE ϭϭͬϭϰͬϮϯ d,Z^,>>EK,E'^KZs /d/KEKEd,^W>E^t/d,Khdd ,KE^EdK&W>EEWZD/d/E͘EKd^Ed/>^KEd,Zt/E'^^,>>d<WZEKsZ'EZ>EKd^EdzW/>d/>^͘t,ZEKd/>^^,KtEKZEKdKEd,Zt/E'^͕d,d/>^^,>>d,^D^&KZKd,Z^/D/>ZtKZ<͘KEdZdKZ^,>>sZ/&z>>W>E^͕y/^d/E'/DE^/KE^E&/>KE/d/KE^KEd,:K^/dE^,>>/DD/d>zEKd/&zdKW>EEWZD/d/E Ez/^ZWE/^/EtZ/d/E'WZ/KZdKd,KDDEDEdK&Ez tKZ<KZZ^WKE^/>&KZ^D͘ 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 ^ ͘ ϭϬϬ&KZ^hD/dd> ϭϬϬW&KZΘ^^hD/dd> y/^d/E'D/Et>>/E'hE/dZ^^͗ ϭϰϬϭt,/',>E^d͕ ^EdE͕ϵϮϳϬϯ W>EEWZD/d/E͘ Z,/ddhZ>^/'E^Zs/^ ϵϴϵϭ/Zs/EEdZZηϮϬϬ /Zs/E͕ϵϮϲϭϴ ;ϳϭϰͿͲϳϭϱͲϬϵϮϯ ďŝǌΛƉůĂŶĂŶĚƉĞƌŵŝƚ͘ĐŽŵ >Kd/KEYZK͗ STATE OF CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO WZKWK^hZ^^͗ ϭϰϬϭt,/',>E^d͕hE/dϮ͕ ^EdE͕ϵϮϳϬϯ ϬϭͬϮϭͬϮϰWZW>EE/E'KDDEd^ ϬϭͬϮϮͬϮϰ&KZW>EE/E'WWZKs> Eth D/Et>>/E'/d/KEΘZDK> *(1(5$/127(6 Dy/DhD/EZDEd>Zd/s/dz;D/ZͿ͘dŚĞŵĂǆŝŵƵŵĐŚĂŶŐĞŝŶǁĞŝŐŚƚŽĨŽǌŽŶĞĨŽƌŵĞĚďǇĂĚĚŝŶŐĂĐŽŵƉŽƵŶĚƚŽƚŚĞΗĂƐĞZĞĂĐƚŝǀĞKƌŐĂŶŝĐ'ĂƐ ;ZK'ͿDŝǆƚƵƌĞΗƉĞƌǁĞŝŐŚƚŽĨĐŽŵƉŽƵŶĚĂĚĚĞĚ͕ĞǆƉƌĞƐƐĞĚƚŽŚƵŶĚƌĞĚƚŚƐŽĨĂŐƌĂŵ;ŐKϹͬŐZKͿ͘ EŽƚĞ͗D/ZǀĂůƵĞƐĨŽƌŝŶĚŝǀŝĚƵĂůĐŽŵƉŽƵŶĚƐĂŶĚŚǇĚƌŽĐĂƌďŽŶƐŽůǀĞŶƚƐĂƌĞƐƉĞĐŝĨŝĞĚŝŶZ͕dŝƚůĞϭϳ͕^ĞĐƚŝŽŶƐϵϰϳϬϬĂŶĚϵϰϳϬϭ͘ DK/^dhZKEdEd͘dŚĞǁĞŝŐŚƚŽĨƚŚĞǁĂƚĞƌŝŶǁŽŽĚĞǆƉƌĞƐƐĞĚŝŶƉĞƌĐĞŶƚĂŐĞŽĨƚŚĞǁĞŝŐŚƚŽĨƚŚĞŽǀĞŶͲĚƌǇǁŽŽĚ͘ WZKhdͲt/',dD/Z;WtD/ZͿ͘dŚĞƐƵŵŽĨĂůůǁĞŝŐŚƚĞĚͲD/ZĨŽƌĂůůŝŶŐƌĞĚŝĞŶƚƐŝŶĂƉƌŽĚƵĐƚƐƵďũĞĐƚƚŽƚŚŝƐĂƌƚŝĐůĞ͘dŚĞWtD/ZŝƐƚŚĞƚŽƚĂůƉƌŽĚƵĐƚ ƌĞĂĐƚŝǀŝƚǇĞǆƉƌĞƐƐĞĚƚŽŚƵŶĚƌĞĚƚŚƐŽĨĂŐƌĂŵŽĨŽǌŽŶĞĨŽƌŵĞĚƉĞƌŐƌĂŵŽĨƉƌŽĚƵĐƚ;ĞǆĐůƵĚŝŶŐĐŽŶƚĂŝŶĞƌĂŶĚƉĂĐŬĂŐŝŶŐͿ͘ EŽƚĞ͗WtD/ZŝƐĐĂůĐƵůĂƚĞĚĂĐĐŽƌĚŝŶŐƚŽĞƋƵĂƚŝŽŶƐĨŽƵŶĚŝŶZ͕dŝƚůĞϭϳ͕^ĞĐƚŝŽŶϵϰϱϮϭ;ĂͿ͘ Zd/sKZ'E/KDWKhE;ZKͿ͘ŶǇĐŽŵƉŽƵŶĚƚŚĂƚŚĂƐƚŚĞƉŽƚĞŶƚŝĂů͕ŽŶĐĞĞŵŝƚƚĞĚ͕ƚŽĐŽŶƚƌŝďƵƚĞƚŽŽǌŽŶĞĨŽƌŵĂƚŝŽŶŝŶƚŚĞƚƌŽƉŽƐƉŚĞƌĞ͘ sK͘ǀŽůĂƚŝůĞŽƌŐĂŶŝĐĐŽŵƉŽƵŶĚ;sKͿďƌŽĂĚůǇĚĞĨŝŶĞĚĂƐĂĐŚĞŵŝĐĂůĐŽŵƉŽƵŶĚďĂƐĞĚŽŶĐĂƌďŽŶĐŚĂŝŶƐŽƌƌŝŶŐƐǁŝƚŚǀĂƉŽƌƉƌĞƐƐƵƌĞƐŐƌĞĂƚĞƌƚŚĂŶϬ͘ϭ ŵŝůůŝŵĞƚĞƌƐŽĨŵĞƌĐƵƌǇĂƚƌŽŽŵƚĞŵƉĞƌĂƚƵƌĞ͘dŚĞƐĞĐŽŵƉŽƵŶĚƐƚǇƉŝĐĂůůǇĐŽŶƚĂŝŶŚǇĚƌŽŐĞŶĂŶĚŵĂǇĐŽŶƚĂŝŶŽǆǇŐĞŶ͕ŶŝƚƌŽŐĞŶĂŶĚŽƚŚĞƌĞůĞŵĞŶƚƐ͘^ĞĞZ dŝƚůĞϭϳ͕^ĞĐƚŝŽŶϵϰϱϬϴ;ĂͿ͘ ϰ͘ϱϬϯ&/ZW>^ ϰ͘ϱϬϯ͘ϭ'EZ>͘ŶǇŝŶƐƚĂůůĞĚŐĂƐĨŝƌĞƉůĂĐĞƐŚĂůůďĞĂĚŝƌĞĐƚͲǀĞŶƚƐĞĂůĞĚͲĐŽŵďƵƐƚŝŽŶƚǇƉĞ͘ŶǇŝŶƐƚĂůůĞĚǁŽŽĚƐƚŽǀĞŽƌƉĞůůĞƚƐƚŽǀĞƐŚĂůůĐŽŵƉůǇǁŝƚŚh͘^͘ WEĞǁ^ŽƵƌĐĞWĞƌĨŽƌŵĂŶĐĞ^ƚĂŶĚĂƌĚƐ;E^W^ͿĞŵŝƐƐŝŽŶůŝŵŝƚƐĂƐĂƉƉůŝĐĂďůĞ͕ĂŶĚƐŚĂůůŚĂǀĞĂƉĞƌŵĂŶĞŶƚůĂďĞůŝŶĚŝĐĂƚŝŶŐƚŚĞǇĂƌĞĐĞƌƚŝĨŝĞĚƚŽŵĞĞƚƚŚĞ ĞŵŝƐƐŝŽŶůŝŵŝƚƐ͘tŽŽĚƐƚŽǀĞƐ͕ƉĞůůĞƚƐƚŽǀĞƐĂŶĚĨŝƌĞƉůĂĐĞƐƐŚĂůůĂůƐŽĐŽŵƉůǇǁŝƚŚĂƉƉůŝĐĂďůĞůŽĐĂůŽƌĚŝŶĂŶĐĞƐ͘ ϰ͘ϱϬϰWK>>hdEdKEdZK> ϰ͘ϱϬϰ͘ϭKsZ/E'K&hdKWE/E'^ΘWZKdd/KEK&D,E/>Yh/WDEdhZ/E'KE^dZhd/KE͘ƚƚŚĞƚŝŵĞŽĨƌŽƵŐŚŝŶƐƚĂůůĂƚŝŽŶ͕ĚƵƌŝŶŐ ƐƚŽƌĂŐĞŽŶƚŚĞĐŽŶƐƚƌƵĐƚŝŽŶƐŝƚĞĂŶĚƵŶƚŝůĨŝŶĂůƐƚĂƌƚƵƉŽĨƚŚĞŚĞĂƚŝŶŐ͕ĐŽŽůŝŶŐĂŶĚǀĞŶƚŝůĂƚŝŶŐĞƋƵŝƉŵĞŶƚ͕ĂůůĚƵĐƚĂŶĚŽƚŚĞƌƌĞůĂƚĞĚĂŝƌĚŝƐƚƌŝďƵƚŝŽŶ ĐŽŵƉŽŶĞŶƚŽƉĞŶŝŶŐƐƐŚĂůůďĞĐŽǀĞƌĞĚǁŝƚŚƚĂƉĞ͕ƉůĂƐƚŝĐ͕ƐŚĞĞƚŵĞƚĂůŽƌŽƚŚĞƌŵĞƚŚŽĚƐĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇƚŽƌĞĚƵĐĞƚŚĞĂŵŽƵŶƚŽĨǁĂƚĞƌ͕ ĚƵƐƚŽƌĚĞďƌŝƐǁŚŝĐŚŵĂǇĞŶƚĞƌƚŚĞƐǇƐƚĞŵ͘ ϰ͘ϱϬϰ͘Ϯ&/E/^,DdZ/>WK>>hdEdKEdZK>͘&ŝŶŝƐŚŵĂƚĞƌŝĂůƐƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚŝƐƐĞĐƚŝŽŶ͘ ϰ͘ϱϬϰ͘Ϯ͘ϭĚŚĞƐŝǀĞƐ͕^ĞĂůĂŶƚƐĂŶĚĂƵůŬƐ͘ĚŚĞƐŝǀĞƐ͕ƐĞĂůĂŶƚĂŶĚĐĂƵůŬƐƵƐĞĚŽŶƚŚĞƉƌŽũĞĐƚƐŚĂůůŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞĨŽůůŽǁŝŶŐƐƚĂŶĚĂƌĚƐ ƵŶůĞƐƐŵŽƌĞƐƚƌŝŶŐĞŶƚůŽĐĂůŽƌƌĞŐŝŽŶĂůĂŝƌƉŽůůƵƚŝŽŶŽƌĂŝƌƋƵĂůŝƚǇŵĂŶĂŐĞŵĞŶƚĚŝƐƚƌŝĐƚƌƵůĞƐĂƉƉůǇ͗ ϭ͘ĚŚĞƐŝǀĞƐ͕ĂĚŚĞƐŝǀĞďŽŶĚŝŶŐƉƌŝŵĞƌƐ͕ĂĚŚĞƐŝǀĞƉƌŝŵĞƌƐ͕ƐĞĂůĂŶƚƐ͕ƐĞĂůĂŶƚƉƌŝŵĞƌƐĂŶĚĐĂƵůŬƐƐŚĂůůĐŽŵƉůǇǁŝƚŚůŽĐĂůŽƌƌĞŐŝŽŶĂůĂŝƌƉŽůůƵƚŝŽŶ ĐŽŶƚƌŽůŽƌĂŝƌƋƵĂůŝƚǇŵĂŶĂŐĞŵĞŶƚĚŝƐƚƌŝĐƚƌƵůĞƐǁŚĞƌĞĂƉƉůŝĐĂďůĞŽƌ^YDZƵůĞϭϭϲϴsKůŝŵŝƚƐ͕ĂƐƐŚŽǁŶŝŶdĂďůĞϰ͘ϱϬϰ͘ϭŽƌϰ͘ϱϬϰ͘Ϯ͕ĂƐ ĂƉƉůŝĐĂďůĞ͘^ƵĐŚƉƌŽĚƵĐƚƐĂůƐŽƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞZƵůĞϭϭϲϴƉƌŽŚŝďŝƚŝŽŶŽŶƚŚĞƵƐĞŽĨĐĞƌƚĂŝŶƚŽǆŝĐĐŽŵƉŽƵŶĚƐ;ĐŚůŽƌŽĨŽƌŵ͕ĞƚŚǇůĞŶĞĚŝĐŚůŽƌŝĚĞ͕ ŵĞƚŚǇůĞŶĞĐŚůŽƌŝĚĞ͕ƉĞƌĐŚůŽƌŽĞƚŚǇůĞŶĞĂŶĚƚƌŝĐůŽƌŽĞƚŚǇůĞŶĞͿ͕ĞǆĐĞƉƚĨŽƌĂĞƌŽƐŽůƉƌŽĚƵĐƚƐ͕ĂƐƐƉĞĐŝĨŝĞĚŝŶ^ƵďƐĞĐƚŝŽŶϮďĞůŽǁ͘ Ϯ͘ĞƌŽƐŽůĂĚŚĞƐŝǀĞƐ͕ĂŶĚƐŵĂůůĞƌƵŶŝƚƐŝǌĞƐŽĨĂĚŚĞƐŝǀĞƐ͕ĂŶĚƐĞĂůĂŶƚŽƌĐĂƵůŬŝŶŐĐŽŵƉŽƵŶĚƐ;ŝŶƵŶŝƚƐŽĨƉƌŽĚƵĐƚ͕ůĞƐƐƉĂĐŬĂŐŝŶŐ͕ǁŚŝĐŚĚŽŶŽƚǁĞŝŐŚ ŵŽƌĞƚŚĂŶϭƉŽƵŶĚĂŶĚĚŽŶŽƚĐŽŶƐŝƐƚŽĨŵŽƌĞƚŚĂŶϭϲĨůƵŝĚŽƵŶĐĞƐͿƐŚĂůůĐŽŵƉůǇǁŝƚŚƐƚĂƚĞǁŝĚĞsKƐƚĂŶĚĂƌĚƐĂŶĚŽƚŚĞƌƌĞƋƵŝƌĞŵĞŶƚƐ͕ŝŶĐůƵĚŝŶŐ ƉƌŽŚŝďŝƚŝŽŶƐŽŶƵƐĞŽĨĐĞƌƚĂŝŶƚŽǆŝĐĐŽŵƉŽƵŶĚƐ͕ŽĨĂůŝĨŽƌŶŝĂŽĚĞŽĨZĞŐƵůĂƚŝŽŶƐ͕dŝƚůĞϭϳ͕ĐŽŵŵĞŶĐŝŶŐǁŝƚŚƐĞĐƚŝŽŶϵϰϱϬϳ͘ ϰ͘ϱϬϰ͘Ϯ͘ϮWĂŝŶƚƐĂŶĚŽĂƚŝŶŐƐ͘ƌĐŚŝƚĞĐƚƵƌĂůƉĂŝŶƚƐĂŶĚĐŽĂƚŝŶŐƐƐŚĂůůĐŽŵƉůǇǁŝƚŚsKůŝŵŝƚƐŝŶdĂďůĞϭŽĨƚŚĞZƌĐŚŝƚĞĐƚƵƌĂů^ƵŐŐĞƐƚĞĚŽŶƚƌŽů DĞĂƐƵƌĞ͕ĂƐƐŚŽǁŶŝŶdĂďůĞϰ͘ϱϬϰ͘ϯ͕ƵŶůĞƐƐŵŽƌĞƐƚƌŝŶŐĞŶƚůŽĐĂůůŝŵŝƚƐĂƉƉůǇ͘dŚĞsKĐŽŶƚĞŶƚůŝŵŝƚĨŽƌĐŽĂƚŝŶŐƐƚŚĂƚĚŽŶŽƚŵĞĞƚƚŚĞĚĞĨŝŶŝƚŝŽŶƐĨŽƌ ƚŚĞƐƉĞĐŝĂůƚǇĐŽĂƚŝŶŐƐĐĂƚĞŐŽƌŝĞƐůŝƐƚĞĚŝŶdĂďůĞϰ͘ϱϬϰ͘ϯƐŚĂůůďĞĚĞƚĞƌŵŝŶĞĚďǇĐůĂƐƐŝĨǇŝŶŐƚŚĞĐŽĂƚŝŶŐĂƐĂ&ůĂƚ͕EŽŶĨůĂƚŽƌEŽŶĨůĂƚͲ,ŝŐŚ'ůŽƐƐ ĐŽĂƚŝŶŐ͕ďĂƐĞĚŽŶŝƚƐŐůŽƐƐ͕ĂƐĚĞĨŝŶĞĚŝŶƐƵďƐĞĐƚŝŽŶƐϰ͘Ϯϭ͕ϰ͘ϯϲ͕ĂŶĚϰ͘ϯϳŽĨƚŚĞϮϬϬϳĂůŝĨŽƌŶŝĂŝƌZĞƐŽƵƌĐĞƐŽĂƌĚ͕^ƵŐŐĞƐƚĞĚŽŶƚƌŽůDĞĂƐƵƌĞ͕ĂŶĚ ƚŚĞĐŽƌƌĞƐƉŽŶĚŝŶŐ&ůĂƚ͕EŽŶĨůĂƚŽƌEŽŶĨůĂƚͲ,ŝŐŚ'ůŽƐƐsKůŝŵŝƚŝŶdĂďůĞϰ͘ϱϬϰ͘ϯƐŚĂůůĂƉƉůǇ͘ ϰ͘ϱϬϰ͘Ϯ͘ϯĞƌŽƐŽůWĂŝŶƚƐĂŶĚŽĂƚŝŶŐƐ͘ĞƌŽƐŽůƉĂŝŶƚƐĂŶĚĐŽĂƚŝŶŐƐƐŚĂůůŵĞĞƚƚŚĞWƌŽĚƵĐƚͲǁĞŝŐŚƚĞĚD/Z>ŝŵŝƚƐĨŽƌZKŝŶ^ĞĐƚŝŽŶϵϰϱϮϮ;ĂͿ;ϮͿĂŶĚ ŽƚŚĞƌƌĞƋƵŝƌĞŵĞŶƚƐ͕ŝŶĐůƵĚŝŶŐƉƌŽŚŝďŝƚŝŽŶƐŽŶƵƐĞŽĨĐĞƌƚĂŝŶƚŽǆŝĐĐŽŵƉŽƵŶĚƐĂŶĚŽǌŽŶĞĚĞƉůĞƚŝŶŐƐƵďƐƚĂŶĐĞƐ͕ŝŶ^ĞĐƚŝŽŶƐϵϰϱϮϮ;ĞͿ;ϭͿĂŶĚ;ĨͿ;ϭͿŽĨ ĂůŝĨŽƌŶŝĂŽĚĞŽĨZĞŐƵůĂƚŝŽŶƐ͕dŝƚůĞϭϳ͕ĐŽŵŵĞŶĐŝŶŐǁŝƚŚ^ĞĐƚŝŽŶϵϰϱϮϬ͖ĂŶĚŝŶĂƌĞĂƐƵŶĚĞƌƚŚĞũƵƌŝƐĚŝĐƚŝŽŶŽĨƚŚĞĂǇƌĞĂŝƌYƵĂůŝƚǇDĂŶĂŐĞŵĞŶƚ ŝƐƚƌŝĐƚĂĚĚŝƚŝŽŶĂůůǇĐŽŵƉůǇǁŝƚŚƚŚĞƉĞƌĐĞŶƚsKďǇǁĞŝŐŚƚŽĨƉƌŽĚƵĐƚůŝŵŝƚƐŽĨZĞŐƵůĂƚŝŽŶϴ͕ZƵůĞϰϵ͘ ϰ͘ϱϬϰ͘Ϯ͘ϰsĞƌŝĨŝĐĂƚŝŽŶ͘sĞƌŝĨŝĐĂƚŝŽŶŽĨĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐƐĞĐƚŝŽŶƐŚĂůůďĞƉƌŽǀŝĚĞĚĂƚƚŚĞƌĞƋƵĞƐƚŽĨƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ŽĐƵŵĞŶƚĂƚŝŽŶŵĂǇ ŝŶĐůƵĚĞ͕ďƵƚŝƐŶŽƚůŝŵŝƚĞĚƚŽ͕ƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘DĂŶƵĨĂĐƚƵƌĞƌΖƐƉƌŽĚƵĐƚƐƉĞĐŝĨŝĐĂƚŝŽŶ͘ Ϯ͘&ŝĞůĚǀĞƌŝĨŝĐĂƚŝŽŶŽĨŽŶͲƐŝƚĞƉƌŽĚƵĐƚĐŽŶƚĂŝŶĞƌƐ͘ ϳϬϯsZ/&/d/KE^ ϳϬϯ͘ϭKhDEdd/KE͘ŽĐƵŵĞŶƚĂƚŝŽŶƵƐĞĚƚŽƐŚŽǁĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐĐŽĚĞƐŚĂůůŝŶĐůƵĚĞďƵƚŝƐŶŽƚůŝŵŝƚĞĚƚŽ͕W>E^͕ƉůĂŶƐ͕ƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͕ ďƵŝůĚĞƌŽƌŝŶƐƚĂůůĞƌĐĞƌƚŝĨŝĐĂƚŝŽŶ͕ŝŶƐƉĞĐƚŝŽŶƌĞƉŽƌƚƐ͕ŽƌŽƚŚĞƌŵĞƚŚŽĚƐĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇǁŚŝĐŚĚĞŵŽŶƐƚƌĂƚĞƐƵďƐƚĂŶƚŝĂůĐŽŶĨŽƌŵĂŶĐĞ͘ tŚĞŶƐƉĞĐŝĨŝĐĚŽĐƵŵĞŶƚĂƚŝŽŶŽƌƐƉĞĐŝĂůŝŶƐƉĞĐƚŝŽŶŝƐŶĞĐĞƐƐĂƌǇƚŽǀĞƌŝĨǇĐŽŵƉůŝĂŶĐĞ͕ƚŚĂƚŵĞƚŚŽĚŽĨĐŽŵƉůŝĂŶĐĞǁŝůůďĞƐƉĞĐŝĨŝĞĚŝŶƚŚĞĂƉƉƌŽƉƌŝĂƚĞ ƐĞĐƚŝŽŶŽƌŝĚĞŶƚŝĨŝĞĚĂƉƉůŝĐĂďůĞĐŚĞĐŬůŝƐƚ͘ ϰ͘ϱϬϱ/EdZ/KZDK/^dhZKEdZK> ϰ͘ϱϬϱ͘ϭ'ĞŶĞƌĂů͘ƵŝůĚŝŶŐƐƐŚĂůůŵĞĞƚŽƌĞǆĐĞĞĚƚŚĞƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐ^ƚĂŶĚĂƌĚƐŽĚĞ͘ ϰ͘ϱϬϱ͘ϮKEZd^>&KhEd/KE^͘ŽŶĐƌĞƚĞƐůĂďĨŽƵŶĚĂƚŝŽŶƐƌĞƋƵŝƌĞĚƚŽŚĂǀĞĂǀĂƉŽƌƌĞƚĂƌĚĞƌďǇĂůŝĨŽƌŶŝĂƵŝůĚŝŶŐŽĚĞ͕ŚĂƉƚĞƌϭϵ͕ŽƌĐŽŶĐƌĞƚĞ ƐůĂďͲŽŶͲŐƌŽƵŶĚĨůŽŽƌƐƌĞƋƵŝƌĞĚƚŽŚĂǀĞĂǀĂƉŽƌƌĞƚĂƌĚĞƌďǇƚŚĞĂůŝĨŽƌŶŝĂZĞƐŝĚĞŶƚŝĂůŽĚĞ͕ŚĂƉƚĞƌϱ͕ƐŚĂůůĂůƐŽĐŽŵƉůǇǁŝƚŚƚŚŝƐƐĞĐƚŝŽŶ͘ ϰ͘ϱϬϱ͘Ϯ͘ϭĂƉŝůůĂƌǇďƌĞĂŬ͘ĐĂƉŝůůĂƌǇďƌĞĂŬƐŚĂůůďĞŝŶƐƚĂůůĞĚŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚĂƚůĞĂƐƚŽŶĞŽĨƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘ϰͲŝŶĐŚ;ϭϬϭ͘ϲŵŵͿƚŚŝĐŬďĂƐĞŽĨϭͬϮŝŶĐŚ;ϭϮ͘ϳŵŵͿŽƌůĂƌŐĞƌĐůĞĂŶĂŐŐƌĞŐĂƚĞƐŚĂůůďĞƉƌŽǀŝĚĞĚǁŝƚŚĂǀĂƉŽƌďĂƌƌŝĞƌŝŶĚŝƌĞĐƚĐŽŶƚĂĐƚǁŝƚŚ ĐŽŶĐƌĞƚĞĂŶĚĂĐŽŶĐƌĞƚĞŵŝǆĚĞƐŝŐŶ͕ǁŚŝĐŚǁŝůůĂĚĚƌĞƐƐďůĞĞĚŝŶŐ͕ƐŚƌŝŶŬĂŐĞ͕ĂŶĚĐƵƌůŝŶŐ͕ƐŚĂůůďĞƵƐĞĚ͘&ŽƌĂĚĚŝƚŝŽŶĂůŝŶĨŽƌŵĂƚŝŽŶ͕ƐĞĞŵĞƌŝĐĂŶ ŽŶĐƌĞƚĞ/ŶƐƚŝƚƵƚĞ͕/ϯϬϮ͘ϮZͲϬϲ͘ Ϯ͘KƚŚĞƌĞƋƵŝǀĂůĞŶƚŵĞƚŚŽĚƐĂƉƉƌŽǀĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ ϯ͘ƐůĂďĚĞƐŝŐŶƐƉĞĐŝĨŝĞĚďǇĂůŝĐĞŶƐĞĚĚĞƐŝŐŶƉƌŽĨĞƐƐŝŽŶĂů͘ ϰ͘ϱϬϱ͘ϯDK/^dhZKEdEdK&h/>/E'DdZ/>^͘ƵŝůĚŝŶŐŵĂƚĞƌŝĂůƐǁŝƚŚǀŝƐŝďůĞƐŝŐŶƐŽĨǁĂƚĞƌĚĂŵĂŐĞƐŚĂůůŶŽƚďĞŝŶƐƚĂůůĞĚ͘tĂůůĂŶĚĨůŽŽƌĨƌĂŵŝŶŐ ƐŚĂůůŶŽƚďĞĞŶĐůŽƐĞĚǁŚĞŶƚŚĞĨƌĂŵŝŶŐŵĞŵďĞƌƐĞǆĐĞĞĚϭϵƉĞƌĐĞŶƚŵŽŝƐƚƵƌĞĐŽŶƚĞŶƚ͘DŽŝƐƚƵƌĞĐŽŶƚĞŶƚƐŚĂůůďĞǀĞƌŝĨŝĞĚŝŶĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘DŽŝƐƚƵƌĞĐŽŶƚĞŶƚƐŚĂůůďĞĚĞƚĞƌŵŝŶĞĚǁŝƚŚĞŝƚŚĞƌĂƉƌŽďĞͲƚǇƉĞŽƌĐŽŶƚĂĐƚͲƚǇƉĞŵŽŝƐƚƵƌĞŵĞƚĞƌ͘ƋƵŝǀĂůĞŶƚŵŽŝƐƚƵƌĞǀĞƌŝĨŝĐĂƚŝŽŶŵĞƚŚŽĚƐŵĂǇďĞ ĂƉƉƌŽǀĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇĂŶĚƐŚĂůůƐĂƚŝƐĨǇƌĞƋƵŝƌĞŵĞŶƚƐĨŽƵŶĚŝŶ^ĞĐƚŝŽŶϭϬϭ͘ϴŽĨƚŚŝƐĐŽĚĞ͘ Ϯ͘DŽŝƐƚƵƌĞƌĞĂĚŝŶŐƐƐŚĂůůďĞƚĂŬĞŶĂƚĂƉŽŝŶƚϮĨĞĞƚ;ϲϭϬŵŵͿƚŽϰĨĞĞƚ;ϭϮϭϵŵŵͿĨƌŽŵƚŚĞŐƌĂĚĞƐƚĂŵƉĞĚĞŶĚŽĨĞĂĐŚƉŝĞĐĞǀĞƌŝĨŝĞĚ͘ ϯ͘ƚůĞĂƐƚƚŚƌĞĞƌĂŶĚŽŵŵŽŝƐƚƵƌĞƌĞĂĚŝŶŐƐƐŚĂůůďĞƉĞƌĨŽƌŵĞĚŽŶǁĂůůĂŶĚĨůŽŽƌĨƌĂŵŝŶŐǁŝƚŚĚŽĐƵŵĞŶƚĂƚŝŽŶ ĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇƉƌŽǀŝĚĞĚ ĂƚƚŚĞƚŝŵĞŽĨĂƉƉƌŽǀĂůƚŽĞŶĐůŽƐĞƚŚĞǁĂůůĂŶĚĨůŽŽƌĨƌĂŵŝŶŐ͘ /ŶƐƵůĂƚŝŽŶƉƌŽĚƵĐƚƐǁŚŝĐŚĂƌĞǀŝƐŝďůǇǁĞƚŽƌŚĂǀĞĂŚŝŐŚŵŽŝƐƚƵƌĞĐŽŶƚĞŶƚƐŚĂůůďĞƌĞƉůĂĐĞĚŽƌĂůůŽǁĞĚƚŽĚƌǇƉƌŝŽƌƚŽĞŶĐůŽƐƵƌĞŝŶǁĂůůŽƌĨůŽŽƌĐĂǀŝƚŝĞƐ͘ tĞƚͲĂƉƉůŝĞĚŝŶƐƵůĂƚŝŽŶƉƌŽĚƵĐƚƐƐŚĂůůĨŽůůŽǁƚŚĞŵĂŶƵĨĂĐƚƵƌĞƌƐΖĚƌǇŝŶŐƌĞĐŽŵŵĞŶĚĂƚŝŽŶƐƉƌŝŽƌƚŽĞŶĐůŽƐƵƌĞ͘ ϰ͘ϱϬϲ/EKKZ/ZYh>/dzEy,h^d ϰ͘ϱϬϲ͘ϭĂƚŚƌŽŽŵĞǆŚĂƵƐƚĨĂŶƐ͘ĂĐŚďĂƚŚƌŽŽŵƐŚĂůůďĞŵĞĐŚĂŶŝĐĂůůǇǀĞŶƚŝůĂƚĞĚĂŶĚƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘&ĂŶƐƐŚĂůůďĞEZ'z^dZĐŽŵƉůŝĂŶƚĂŶĚďĞĚƵĐƚĞĚƚŽƚĞƌŵŝŶĂƚĞŽƵƚƐŝĚĞƚŚĞďƵŝůĚŝŶŐ͘ Ϯ͘hŶůĞƐƐĨƵŶĐƚŝŽŶŝŶŐĂƐĂĐŽŵƉŽŶĞŶƚŽĨĂǁŚŽůĞŚŽƵƐĞǀĞŶƚŝůĂƚŝŽŶƐǇƐƚĞŵ͕ĨĂŶƐŵƵƐƚďĞĐŽŶƚƌŽůůĞĚďǇĂŚƵŵŝĚŝƚǇĐŽŶƚƌŽů͘ Ă͘,ƵŵŝĚŝƚǇĐŽŶƚƌŽůƐƐŚĂůůďĞĐĂƉĂďůĞŽĨĂĚũƵƐƚŵĞŶƚďĞƚǁĞĞŶĂƌĞůĂƚŝǀĞŚƵŵŝĚŝƚǇƌĂŶŐĞůĞƐƐƚŚĂŶŽƌĞƋƵĂůƚŽϱϬйƚŽĂŵĂǆŝŵƵŵŽĨϴϬй͘ŚƵŵŝĚŝƚǇ ĐŽŶƚƌŽůŵĂǇƵƚŝůŝǌĞŵĂŶƵĂůŽƌĂƵƚŽŵĂƚŝĐŵĞĂŶƐŽĨĂĚũƵƐƚŵĞŶƚ͘ ď͘ŚƵŵŝĚŝƚǇĐŽŶƚƌŽůŵĂǇďĞĂƐĞƉĂƌĂƚĞĐŽŵƉŽŶĞŶƚƚŽƚŚĞĞǆŚĂƵƐƚĨĂŶĂŶĚŝƐŶŽƚƌĞƋƵŝƌĞĚƚŽďĞŝŶƚĞŐƌĂů;ŝ͘Ğ͕͘ďƵŝůƚͲŝŶͿ EŽƚĞƐ͗ ϭ͘&ŽƌƚŚĞƉƵƌƉŽƐĞƐŽĨƚŚŝƐƐĞĐƚŝŽŶ͕ĂďĂƚŚƌŽŽŵŝƐĂƌŽŽŵǁŚŝĐŚĐŽŶƚĂŝŶƐĂďĂƚŚƚƵď͕ƐŚŽǁĞƌŽƌƚƵďͬƐŚŽǁĞƌĐŽŵďŝŶĂƚŝŽŶ͘ Ϯ͘>ŝŐŚƚŝŶŐŝŶƚĞŐƌĂůƚŽďĂƚŚƌŽŽŵĞǆŚĂƵƐƚĨĂŶƐƐŚĂůůĐŽŵƉůǇǁŝƚŚƚŚĞĂůŝĨŽƌŶŝĂŶĞƌŐǇŽĚĞ͘ ϰ͘ϱϬϳEs/ZKEDEd>KD&KZd ϰ͘ϱϬϳ͘Ϯ,d/E'E/ZͲKE/d/KE/E'^z^dD^/'E͘,ĞĂƚŝŶŐĂŶĚĂŝƌĐŽŶĚŝƚŝŽŶŝŶŐƐǇƐƚĞŵƐƐŚĂůůďĞƐŝǌĞĚ͕ĚĞƐŝŐŶĞĚĂŶĚŚĂǀĞƚŚĞŝƌĞƋƵŝƉŵĞŶƚ ƐĞůĞĐƚĞĚƵƐŝŶŐƚŚĞĨŽůůŽǁŝŶŐŵĞƚŚŽĚƐ͗ ϭ͘dŚĞŚĞĂƚůŽƐƐĂŶĚŚĞĂƚŐĂŝŶŝƐĞƐƚĂďůŝƐŚĞĚĂĐĐŽƌĚŝŶŐƚŽE^/ͬϮDĂŶƵĂů:ͲϮϬϭϭ;ZĞƐŝĚĞŶƚŝĂů>ŽĂĚĂůĐƵůĂƚŝŽŶͿ͕^,ZŚĂŶĚďŽŽŬƐŽƌŽƚŚĞƌ ĞƋƵŝǀĂůĞŶƚĚĞƐŝŐŶƐŽĨƚǁĂƌĞŽƌŵĞƚŚŽĚƐ͘ Ϯ͘ƵĐƚƐǇƐƚĞŵƐĂƌĞƐŝǌĞĚĂĐĐŽƌĚŝŶŐƚŽE^/ͬϭDĂŶƵĂůͲϮϬϭϰ;ZĞƐŝĚĞŶƚŝĂůƵĐƚ^ǇƐƚĞŵƐͿ͕^,ZŚĂŶĚďŽŽŬƐŽƌŽƚŚĞƌĞƋƵŝǀĂůĞŶƚĚĞƐŝŐŶƐŽĨƚǁĂƌĞ ŽƌŵĞƚŚŽĚƐ͘ ϯ͘^ĞůĞĐƚŚĞĂƚŝŶŐĂŶĚĐŽŽůŝŶŐĞƋƵŝƉŵĞŶƚĂĐĐŽƌĚŝŶŐƚŽE^/ͬϯDĂŶƵĂů^ͲϮϬϭϰ;ZĞƐŝĚĞŶƚŝĂůƋƵŝƉŵĞŶƚ^ĞůĞĐƚŝŽŶͿ͕ŽƌŽƚŚĞƌĞƋƵŝǀĂůĞŶƚĚĞƐŝŐŶƐŽĨƚǁĂƌĞ ŽƌŵĞƚŚŽĚƐ͘ ǆĐĞƉƚŝŽŶ͗ hƐĞŽĨĂůƚĞƌŶĂƚĞĚĞƐŝŐŶƚĞŵƉĞƌĂƚƵƌĞƐŶĞĐĞƐƐĂƌǇƚŽĞŶƐƵƌĞƚŚĞƐǇƐƚĞŵĨƵŶĐƚŝŽŶƐĂƌĞĂĐĐĞƉƚĂďůĞ͘ d>ϰ͘ϱϬϰ͘ϱͲ&KZD>,z>/D/d^ϭ Dy/DhD&KZD>,zD/^^/KE^/EWZd^WZD/>>/KE WZKhd hZZEd>/D/d ,ZtKKW>ztKKsEZKZ Ϭ͘ϬϱϬϬ ,ZtKKW>ztKKKDWK^/dKZ Ϭ͘ϬϱϬϬ WZd/>KZ Ϭ͘ϬϵϬϬ D/hDE^/dz&/ZKZ Ϭ͘ϭϭϬϬ d,/ED/hDE^/dz&/ZKZϮ Ϭ͘ϭϯϬϬ ϭ͘s>h^/Ed,/^d>ZZ/s&ZKDd,K^^W/&/zd,>/&͘/Z Z^KhZ^KZ͕/ZdKy/^KEdZK>D^hZ&KZKDWK^/dtKK^ d^d/EKZEt/d,^dDϭϯϯϯ͘&KZ/d/KE>/E&KZDd/KE͕^ >/&͘KK&Z'h>d/KE^͕d/d>ϭϳ͕^d/KE^ϵϯϭϮϬd,ZKh',ϵϯϭϮϬ͘ϭϮ͘ Ϯ͘d,/ED/hDE^/dz&/ZKZ,^Dy/DhDd,/<E^^K&ϱͬϭϲΗ;ϴ DDͿ͘ /s/^/KEϰ͘ϱ Es/ZKEDEd>Yh>/dz;ĐŽŶƚŝŶƵĞĚͿ ϰ͘ϱϬϰ͘ϯZWd^z^dD^͘ůůĐĂƌƉĞƚŝŶƐƚĂůůĞĚŝŶƚŚĞďƵŝůĚŝŶŐŝŶƚĞƌŝŽƌƐŚĂůůŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨWƵďůŝĐ,ĞĂůƚŚ͕Η^ƚĂŶĚĂƌĚ DĞƚŚŽĚĨŽƌƚŚĞdĞƐƚŝŶŐĂŶĚǀĂůƵĂƚŝŽŶŽĨsŽůĂƚŝůĞKƌŐĂŶŝĐŚĞŵŝĐĂůŵŝƐƐŝŽŶƐĨƌŽŵ/ŶĚŽŽƌ^ŽƵƌĐĞƐhƐŝŶŐŶǀŝƌŽŶŵĞŶƚĂůŚĂŵďĞƌƐ͕ΗsĞƌƐŝŽŶϭ͘Ϯ͕:ĂŶƵĂƌǇ ϮϬϭϳ;ŵŝƐƐŝŽŶƚĞƐƚŝŶŐŵĞƚŚŽĚĨŽƌĂůŝĨŽƌŶŝĂ^ƉĞĐŝĨŝĐĂƚŝŽŶϬϭϯϱϬͿ ^ĞĞĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨWƵďůŝĐ,ĞĂůƚŚΖƐǁĞďƐŝƚĞĨŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶƉƌŽŐƌĂŵƐĂŶĚƚĞƐƚŝŶŐůĂďƐ͘ ŚƚƚƉƐ͗ͬͬǁǁǁ͘ĐĚƉŚ͘ĐĂ͘ŐŽǀͬWƌŽŐƌĂŵƐͬW,WͬKͬ,>ͬ/YͬWĂŐĞƐͬsK͘ĂƐƉǆ͘ ϰ͘ϱϬϰ͘ϯ͘ϭĂƌƉĞƚĐƵƐŚŝŽŶ͘ůůĐĂƌƉĞƚĐƵƐŚŝŽŶŝŶƐƚĂůůĞĚŝŶƚŚĞďƵŝůĚŝŶŐŝŶƚĞƌŝŽƌƐŚĂůůŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨWƵďůŝĐ ,ĞĂůƚŚ͕Η^ƚĂŶĚĂƌĚDĞƚŚŽĚĨŽƌƚŚĞdĞƐƚŝŶŐĂŶĚǀĂůƵĂƚŝŽŶŽĨsŽůĂƚŝůĞKƌŐĂŶŝĐŚĞŵŝĐĂůŵŝƐƐŝŽŶƐĨƌŽŵ/ŶĚŽŽƌ^ŽƵƌĐĞƐhƐŝŶŐŶǀŝƌŽŶŵĞŶƚĂů ŚĂŵďĞƌƐ͕ΗsĞƌƐŝŽŶϭ͘Ϯ͕:ĂŶƵĂƌǇϮϬϭϳ;ŵŝƐƐŝŽŶƚĞƐƚŝŶŐŵĞƚŚŽĚĨŽƌĂůŝĨŽƌŶŝĂ^ƉĞĐŝĨŝĐĂƚŝŽŶϬϭϯϱϬͿ ^ĞĞĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨWƵďůŝĐ,ĞĂůƚŚΖƐǁĞďƐŝƚĞĨŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶƉƌŽŐƌĂŵƐĂŶĚƚĞƐƚŝŶŐůĂďƐ͘ ŚƚƚƉƐ͗ͬͬǁǁǁ͘ĐĚƉŚ͘ĐĂ͘ŐŽǀͬWƌŽŐƌĂŵƐͬW,WͬKͬ,>ͬ/YͬWĂŐĞƐͬsK͘ĂƐƉǆ͘ ϰ͘ϱϬϰ͘ϯ͘ϮĂƌƉĞƚĂĚŚĞƐŝǀĞ͘ůůĐĂƌƉĞƚĂĚŚĞƐŝǀĞƐŚĂůůŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐŽĨdĂďůĞϰ͘ϱϬϰ͘ϭ͘ ϰ͘ϱϬϰ͘ϰZ^/>/Ed&>KKZ/E'^z^dD^͘tŚĞƌĞƌĞƐŝůŝĞŶƚĨůŽŽƌŝŶŐŝƐŝŶƐƚĂůůĞĚ͕ĂƚůĞĂƐƚϴϬйŽĨĨůŽŽƌĂƌĞĂƌĞĐĞŝǀŝŶŐƌĞƐŝůŝĞŶƚĨůŽŽƌŝŶŐƐŚĂůůŵĞĞƚƚŚĞ ƌĞƋƵŝƌĞŵĞŶƚƐŽĨƚŚĞĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨWƵďůŝĐ,ĞĂůƚŚ͕Η^ƚĂŶĚĂƌĚDĞƚŚŽĚĨŽƌƚŚĞdĞƐƚŝŶŐĂŶĚǀĂůƵĂƚŝŽŶŽĨsŽůĂƚŝůĞKƌŐĂŶŝĐŚĞŵŝĐĂůŵŝƐƐŝŽŶƐĨƌŽŵ /ŶĚŽŽƌ^ŽƵƌĐĞƐhƐŝŶŐŶǀŝƌŽŶŵĞŶƚĂůŚĂŵďĞƌƐ͕ΗsĞƌƐŝŽŶϭ͘Ϯ͕:ĂŶƵĂƌǇϮϬϭϳ;ŵŝƐƐŝŽŶƚĞƐƚŝŶŐŵĞƚŚŽĚĨŽƌĂůŝĨŽƌŶŝĂ^ƉĞĐŝĨŝĐĂƚŝŽŶϬϭϯϱϬͿ ^ĞĞĂůŝĨŽƌŶŝĂĞƉĂƌƚŵĞŶƚŽĨWƵďůŝĐ,ĞĂůƚŚΖƐǁĞďƐŝƚĞĨŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶƉƌŽŐƌĂŵƐĂŶĚƚĞƐƚŝŶŐůĂďƐ͘ ŚŚƚƉƐ͗ͬͬǁǁǁ͘ĐĚƉŚ͘ĐĂ͘ŐŽǀͬWƌŽŐƌĂŵƐͬW,WͬKͬ,>ͬ/YͬWĂŐĞƐͬsK͘ĂƐƉǆ͘ ϰ͘ϱϬϰ͘ϱKDWK^/dtKKWZKhd^͘,ĂƌĚǁŽŽĚƉůǇǁŽŽĚ͕ƉĂƌƚŝĐůĞďŽĂƌĚĂŶĚŵĞĚŝƵŵĚĞŶƐŝƚǇĨŝďĞƌďŽĂƌĚĐŽŵƉŽƐŝƚĞǁŽŽĚƉƌŽĚƵĐƚƐƵƐĞĚŽŶƚŚĞŝŶƚĞƌŝŽƌ ŽƌĞǆƚĞƌŝŽƌŽĨƚŚĞďƵŝůĚŝŶŐƐƐŚĂůůŵĞĞƚƚŚĞƌĞƋƵŝƌĞŵĞŶƚƐĨŽƌ ĨŽƌŵĂůĚĞŚǇĚĞĂƐƐƉĞĐŝĨŝĞĚŝŶZΖƐŝƌdŽǆŝĐƐŽŶƚƌŽůDĞĂƐƵƌĞĨŽƌŽŵƉŽƐŝƚĞtŽŽĚ;ϭϳZ ϵϯϭϮϬĞƚƐĞƋ͘Ϳ͕ďǇŽƌďĞĨŽƌĞƚŚĞĚĂƚĞƐƐƉĞĐŝĨŝĞĚŝŶƚŚŽƐĞƐĞĐƚŝŽŶƐ͕ĂƐƐŚŽǁŶŝŶdĂďůĞϰ͘ϱϬϰ͘ϱ ϰ͘ϱϬϰ͘ϱ͘ϭŽĐƵŵĞŶƚĂƚŝŽŶ͘sĞƌŝĨŝĐĂƚŝŽŶŽĨĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐƐĞĐƚŝŽŶƐŚĂůůďĞƉƌŽǀŝĚĞĚĂƐƌĞƋƵĞƐƚĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ ŽĐƵŵĞŶƚĂƚŝŽŶƐŚĂůůŝŶĐůƵĚĞĂƚůĞĂƐƚŽŶĞŽĨƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘WƌŽĚƵĐƚĐĞƌƚŝĨŝĐĂƚŝŽŶƐĂŶĚƐƉĞĐŝĨŝĐĂƚŝŽŶƐ͘ Ϯ͘ŚĂŝŶŽĨĐƵƐƚŽĚǇĐĞƌƚŝĨŝĐĂƚŝŽŶƐ͘ ϯ͘WƌŽĚƵĐƚůĂďĞůĞĚĂŶĚŝŶǀŽŝĐĞĚĂƐŵĞĞƚŝŶŐƚŚĞŽŵƉŽƐŝƚĞtŽŽĚWƌŽĚƵĐƚƐƌĞŐƵůĂƚŝŽŶ;ƐĞĞZ͕dŝƚůĞϭϳ͕^ĞĐƚŝŽŶϵϯϭϮϬ͕ĞƚƐĞƋ͘Ϳ͘ ϰ͘ǆƚĞƌŝŽƌŐƌĂĚĞƉƌŽĚƵĐƚƐŵĂƌŬĞĚĂƐŵĞĞƚŝŶŐƚŚĞW^ͲϭŽƌW^ͲϮƐƚĂŶĚĂƌĚƐŽĨƚŚĞŶŐŝŶĞĞƌĞĚtŽŽĚƐƐŽĐŝĂƚŝŽŶ͕ƚŚĞƵƐƚƌĂůŝĂŶ^ͬE^ϮϮϲϵ͕ ƵƌŽƉĞĂŶϲϯϲϯ^ƐƚĂŶĚĂƌĚƐ͕ĂŶĚĂŶĂĚŝĂŶ^ϬϭϮϭ͕^Ϭϭϱϭ͕^ϬϭϱϯĂŶĚ^ϬϯϮϱƐƚĂŶĚĂƌĚƐ͘ ϱ͘KƚŚĞƌŵĞƚŚŽĚƐĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ 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. < 1$< 1$< 1$< 1$5(6321 3$57< 5(6321 3$57< 5(6321 3$57< 5(6321 3$57< &$/,)251,$*5((1%8,/',1*67$1'$5'6&2'( 5(6,'(17,$/0$1'$725<0($685(66+((7-DQXDU\< <(6 1$ 127$33/,&$%/( 5(63213$57< 5(63216,%/(3$57<LH$5&+,7(&7(1*,1((5 2:1(5&2175$&725,163(&725(7& [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ [ ;>ĞƐƐtĂƚĞƌĂŶĚ>ĞƐƐǆĞŵƉƚŽŵƉŽƵŶĚƐŝŶ'ƌĂŵƐƉĞƌ>ŝƚĞƌͿ Z,/ddhZ>WW>/d/KE^ sK>/D/d /EKKZZWd,^/s^ϱϬ ZWdW,^/s^ϱϬ KhdKKZZWd,^/s^ϭϱϬ tKK&>KKZ/E',^/s^ϭϬϬ ZhZ&>KKZ,^/s^ϲϬ ^h&>KKZ,^/s^ϱϬ ZD/d/>,^/s^ϲϱ sdΘ^W,>dd/>,^/s^ϱϬ Zzt>>ΘWE>,^/s^ϱϬ Ks^,^/s^ϱϬ Dh>d/WhZWK^KE^dZhd/KE,^/sϳϬ ^dZhdhZ>'>/E',^/s^ϭϬϬ ^/E'>ͲW>zZKK&DDZE,^/s^ϮϱϬ Kd,Z,^/s^EKd>/^dϱϬ ^W/>dzWW>/d/KE^ Wst>/E'ϱϭϬ Wst>/E'ϰϵϬ ^t>/E'ϯϮϱ W>^d/DEdt>/E'ϮϱϬ ,^/sWZ/DZ&KZW>^d/ϱϱϬ KEdd,^/sϴϬ ^W/>WhZWK^KEdd,^/sϮϱϬ ^dZhdhZ>tKKDDZ,^/sϭϰϬ dKWΘdZ/D,^/sϮϱϬ ^h^dZd^W/&/WW>/d/KE^ Dd>dKDd>ϯϬ W>^d/&KD^ϱϬ WKZKh^DdZ/>;yWdtKKͿ ϱϬ tKKϯϬ &/Z'>^^ϴϬ ϭ͘/&E,^/s/^h^dKKE/^^/D/>Z^h^dZd^dK'd,Z͕d,,^/st/d, d,,/',^dsKKEdEd^,>>>>Kt͘ Ϯ͘&KZ/d/KE>/E&KZDd/KEZ'Z/E'Dd,K^dKD^hZd,sKKEdEd ^W/&//Ed,/^d>͕^^Khd,K^d/ZYh>/dzDE'DEd/^dZ/dZh>ϭϭϲϴ͘ d>ϰ͘ϱϬϰ͘ϭͲ,^/ssK>/D/dϭ͕Ϯ d>ϰ͘ϱϬϰ͘ϮͲ^>EdsK>/D/d ;>ĞƐƐtĂƚĞƌĂŶĚ>ĞƐƐǆĞŵƉƚŽŵƉŽƵŶĚƐŝŶ'ƌĂŵƐƉĞƌ>ŝƚĞƌͿ ^>Ed^ sK>/D/d Z,/ddhZ> DZ/E< EKEDDZEZKK& ZKtz ^/E'>ͲW>zZKK&DDZE Kd,Z ^>EdWZ/DZ^ Z,/ddhZ> EKEͲWKZKh^ WKZKh^ DK/&//dhD/EKh^ DZ/E< Kd,Z d>ϰ͘ϱϬϰ͘ϯͲsKKEdEd>/D/d^&KZ Z,/ddhZ>Kd/E'^Ϯ͕ϯ 'ZD^K&sKWZ>/dZK&Kd/E'͕>^^tdZΘ>^^yDWdKDWKhE^ Kd/E'd'KZz sK>/D/d &>dKd/E'^ ϱϬ EKEͲ&>dKd/E'^ ϭϬϬ EKE&>dͲ,/','>K^^Kd/E'^ ϭϱϬ ^W/>dzKd/E'^ >hD/EhDZKK&Kd/E'^ ϰϬϬ ^DEd^W/>dzKd/E'^ ϰϬϬ /dhD/EKh^ZKK&Kd/E'^ ϱϬ /dhD/EKh^ZKK&WZ/DZ^ ϯϱϬ KEZ<Z^ ϯϱϬ KEZdhZ/E'KDWKhE^ ϯϱϬ KEZdͬD^KEZz^>Z^ϭϬϬ Z/stz^>Z^ ϱϬ Zz&K'Kd/E'^ ϭϱϬ &hy&/E/^,/E'Kd/E'^ ϯϱϬ &/ZZ^/^d/sKd/E'^ ϯϱϬ &>KKZKd/E'^ ϭϬϬ &KZDͲZ>^KDWKhE^ ϮϱϬ 'ZW,/Zd^Kd/E'^;^/'EW/Ed^Ϳ ϱϬϬ ,/',dDWZdhZKd/E'^ ϰϮϬ /Eh^dZ/>D/EdEEKd/E'^ ϮϱϬ >Kt^K>/^Kd/E'^ϭ ϭϮϬ D'E^/dDEdKd/E'^ ϰϱϬ D^d/dydhZKd/E'^ ϭϬϬ Dd>>/W/'DEdKd/E'^ ϱϬϬ Dh>d/K>KZKd/E'^ ϮϱϬ WZdZdDEdt^,WZ/DZ^ ϰϮϬ WZ/DZ^͕^>Z^͕ΘhEZKdZ^ϭϬϬ Zd/sWEdZd/E'^>Z^ ϯϱϬ Zz>Kd/E'^ ϮϱϬ ZKK&Kd/E'^ ϱϬ Zh^dWZsEdd/sKd/E'^ ϮϱϬ ^,>>^ >Z ϳϯϬ KWYhϱϱϬ ^W/>dzWZ/DZ^͕^>Z^ΘhEZKdZ^ϭϬϬ ^d/E^ ϮϱϬ ^dKEKE^K>/Ed^ ϰϱϬ ^t/DD/E'WKK>Kd/E'^ ϯϰϬ dZ&&/DZ</E'Kd/E'^ ϭϬϬ dhΘd/>Z&/E/^,Kd/E'^ϰϮϬ tdZWZKK&/E'DDZE^ ϮϱϬ tKKKd/E'^ Ϯϳϱ tKKWZ^Zsd/s^ ϯϱϬ /EͲZ/,WZ/DZ^ ϯϰϬ ϭ͘'ZD^K&sKWZ>/dZK&Kd/E'͕/E>h/E'tdZΘyDWdKDWKhE^ Ϯ͘d,^W/&/>/D/d^ZD/E/E&&dhE>^^Zs/^>/D/d^Z>/^d/E ^h^YhEdK>hDE^/Ed,d>͘ ϯ͘s>h^/Ed,/^d>ZZ/s&ZKDd,K^^W/&/zd,>/&KZE//Z Z^KhZ^KZ͕Z,/ddhZ>Kd/E'^^h''^dKEdZK>D^hZ͕&͘ϭ͕ ϮϬϬϴ͘DKZ/E&KZDd/KE/^s/>>&ZKDd,/ZZ^KhZ^KZ͘ ,WdZϳ /E^d>>ZΘ^W/>/E^WdKZYh>/&/d/KE^ ϳϬϮYh>/&/d/KE^ ϳϬϮ͘ϭ/E^d>>ZdZ/E/E'͘,sƐǇƐƚĞŵŝŶƐƚĂůůĞƌƐƐŚĂůůďĞƚƌĂŝŶĞĚĂŶĚĐĞƌƚŝĨŝĞĚŝŶƚŚĞƉƌŽƉĞƌŝŶƐƚĂůůĂƚŝŽŶŽĨ,sƐǇƐƚĞŵƐŝŶĐůƵĚŝŶŐĚƵĐƚƐĂŶĚĞƋƵŝƉŵĞŶƚ ďǇĂŶĂƚŝŽŶĂůůǇŽƌƌĞŐŝŽŶĂůůǇƌĞĐŽŐŶŝǌĞĚƚƌĂŝŶŝŶŐŽƌĐĞƌƚŝĨŝĐĂƚŝŽŶƉƌŽŐƌĂŵ͘hŶĐĞƌƚŝĨŝĞĚƉĞƌƐŽŶƐŵĂǇƉĞƌĨŽƌŵ,sŝŶƐƚĂůůĂƚŝŽŶƐǁŚĞŶƵŶĚĞƌƚŚĞĚŝƌĞĐƚ ƐƵƉĞƌǀŝƐŝŽŶĂŶĚƌĞƐƉŽŶƐŝďŝůŝƚǇŽĨĂƉĞƌƐŽŶƚƌĂŝŶĞĚĂŶĚĐĞƌƚŝĨŝĞĚƚŽŝŶƐƚĂůů,sƐǇƐƚĞŵƐŽƌĐŽŶƚƌĂĐƚŽƌůŝĐĞŶƐĞĚƚŽŝŶƐƚĂůů,sƐǇƐƚĞŵƐ͘ǆĂŵƉůĞƐŽĨ ĂĐĐĞƉƚĂďůĞ,sƚƌĂŝŶŝŶŐĂŶĚĐĞƌƚŝĨŝĐĂƚŝŽŶƉƌŽŐƌĂŵƐŝŶĐůƵĚĞďƵƚĂƌĞŶŽƚůŝŵŝƚĞĚƚŽƚŚĞĨŽůůŽǁŝŶŐ͗ ϭ͘^ƚĂƚĞĐĞƌƚŝĨŝĞĚĂƉƉƌĞŶƚŝĐĞƐŚŝƉƉƌŽŐƌĂŵƐ͘ Ϯ͘WƵďůŝĐƵƚŝůŝƚǇƚƌĂŝŶŝŶŐƉƌŽŐƌĂŵƐ͘ ϯ͘dƌĂŝŶŝŶŐƉƌŽŐƌĂŵƐƐƉŽŶƐŽƌĞĚďǇƚƌĂĚĞ͕ůĂďŽƌŽƌƐƚĂƚĞǁŝĚĞĞŶĞƌŐǇĐŽŶƐƵůƚŝŶŐŽƌǀĞƌŝĨŝĐĂƚŝŽŶŽƌŐĂŶŝǌĂƚŝŽŶƐ͘ ϰ͘WƌŽŐƌĂŵƐƐƉŽŶƐŽƌĞĚďǇŵĂŶƵĨĂĐƚƵƌŝŶŐŽƌŐĂŶŝǌĂƚŝŽŶƐ͘ ϱ͘KƚŚĞƌƉƌŽŐƌĂŵƐĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ ϳϬϮ͘Ϯ^W/>/E^Wd/KE΀,΁͘tŚĞŶƌĞƋƵŝƌĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͕ƚŚĞŽǁŶĞƌŽƌƚŚĞƌĞƐƉŽŶƐŝďůĞĞŶƚŝƚǇĂĐƚŝŶŐĂƐƚŚĞŽǁŶĞƌΖƐĂŐĞŶƚƐŚĂůůĞŵƉůŽǇ ŽŶĞŽƌŵŽƌĞƐƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐƚŽƉƌŽǀŝĚĞŝŶƐƉĞĐƚŝŽŶŽƌŽƚŚĞƌĚƵƚŝĞƐŶĞĐĞƐƐĂƌǇƚŽƐƵďƐƚĂŶƚŝĂƚĞĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐĐŽĚĞ͘^ƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐƐŚĂůů ĚĞŵŽŶƐƚƌĂƚĞĐŽŵƉĞƚĞŶĐĞƚŽƚŚĞƐĂƚŝƐĨĂĐƚŝŽŶŽĨƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇĨŽƌƚŚĞƉĂƌƚŝĐƵůĂƌƚǇƉĞŽĨŝŶƐƉĞĐƚŝŽŶŽƌƚĂƐŬƚŽďĞƉĞƌĨŽƌŵĞĚ͘/ŶĂĚĚŝƚŝŽŶƚŽŽƚŚĞƌ ĐĞƌƚŝĨŝĐĂƚŝŽŶƐŽƌƋƵĂůŝĨŝĐĂƚŝŽŶƐĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͕ƚŚĞĨŽůůŽǁŝŶŐĐĞƌƚŝĨŝĐĂƚŝŽŶƐŽƌĞĚƵĐĂƚŝŽŶŵĂǇďĞĐŽŶƐŝĚĞƌĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇǁŚĞŶ ĞǀĂůƵĂƚŝŶŐƚŚĞƋƵĂůŝĨŝĐĂƚŝŽŶƐŽĨĂƐƉĞĐŝĂůŝŶƐƉĞĐƚŽƌ͗ ϭ͘ĞƌƚŝĨŝĐĂƚŝŽŶďǇĂŶĂƚŝŽŶĂůŽƌƌĞŐŝŽŶĂůŐƌĞĞŶďƵŝůĚŝŶŐƉƌŽŐƌĂŵŽƌƐƚĂŶĚĂƌĚƉƵďůŝƐŚĞƌ͘ Ϯ͘ĞƌƚŝĨŝĐĂƚŝŽŶďǇĂƐƚĂƚĞǁŝĚĞĞŶĞƌŐǇĐŽŶƐƵůƚŝŶŐŽƌǀĞƌŝĨŝĐĂƚŝŽŶŽƌŐĂŶŝǌĂƚŝŽŶ͕ƐƵĐŚĂƐ,Z^ƌĂƚĞƌƐ͕ďƵŝůĚŝŶŐƉĞƌĨŽƌŵĂŶĐĞĐŽŶƚƌĂĐƚŽƌƐ͕ĂŶĚŚŽŵĞĞŶĞƌŐǇ ĂƵĚŝƚŽƌƐ͘ ϯ͘^ƵĐĐĞƐƐĨƵůĐŽŵƉůĞƚŝŽŶŽĨĂƚŚŝƌĚƉĂƌƚǇĂƉƉƌĞŶƚŝĐĞƚƌĂŝŶŝŶŐƉƌŽŐƌĂŵŝŶƚŚĞĂƉƉƌŽƉƌŝĂƚĞƚƌĂĚĞ͘ ϰ͘KƚŚĞƌƉƌŽŐƌĂŵƐĂĐĐĞƉƚĂďůĞƚŽƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͘ EŽƚĞƐ͗ ϭ͘^ƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐƐŚĂůůďĞŝŶĚĞƉĞŶĚĞŶƚĞŶƚŝƚŝĞƐǁŝƚŚŶŽĨŝŶĂŶĐŝĂůŝŶƚĞƌĞƐƚŝŶƚŚĞŵĂƚĞƌŝĂůƐŽƌƚŚĞƉƌŽũĞĐƚƚŚĞǇĂƌĞŝŶƐƉĞĐƚŝŶŐĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐ ĐŽĚĞ͘ Ϯ͘,Z^ƌĂƚĞƌƐĂƌĞƐƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐĐĞƌƚŝĨŝĞĚďǇƚŚĞĂůŝĨŽƌŶŝĂŶĞƌŐǇŽŵŵŝƐƐŝŽŶ;ͿƚŽƌĂƚĞŚŽŵĞƐŝŶĂůŝĨŽƌŶŝĂĂĐĐŽƌĚŝŶŐƚŽƚŚĞ,ŽŵĞŶĞƌŐǇZĂƚŝŶŐ ^ǇƐƚĞŵ;,Z^Ϳ͘ ΀^΁tŚĞŶƌĞƋƵŝƌĞĚďǇƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇ͕ƚŚĞŽǁŶĞƌŽƌƚŚĞƌĞƐƉŽŶƐŝďůĞĞŶƚŝƚǇĂĐƚŝŶŐĂƐƚŚĞŽǁŶĞƌΖƐĂŐĞŶƚƐŚĂůůĞŵƉůŽǇŽŶĞŽƌŵŽƌĞƐƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐ ƚŽƉƌŽǀŝĚĞŝŶƐƉĞĐƚŝŽŶŽƌŽƚŚĞƌĚƵƚŝĞƐŶĞĐĞƐƐĂƌǇƚŽƐƵďƐƚĂŶƚŝĂƚĞĐŽŵƉůŝĂŶĐĞǁŝƚŚƚŚŝƐĐŽĚĞ͘^ƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐƐŚĂůůĚĞŵŽŶƐƚƌĂƚĞĐŽŵƉĞƚĞŶĐĞƚŽƚŚĞ ƐĂƚŝƐĨĂĐƚŝŽŶŽĨƚŚĞĞŶĨŽƌĐŝŶŐĂŐĞŶĐǇĨŽƌƚŚĞƉĂƌƚŝĐƵůĂƌƚǇƉĞŽĨŝŶƐƉĞĐƚŝŽŶŽƌƚĂƐŬƚŽďĞƉĞƌĨŽƌŵĞĚ͘/ŶĂĚĚŝƚŝŽŶ͕ƚŚĞƐƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐŚĂůůŚĂǀĞĂĐĞƌƚŝĨŝĐĂƚŝŽŶ ĨƌŽŵĂƌĞĐŽŐŶŝǌĞĚƐƚĂƚĞ͕ŶĂƚŝŽŶĂůŽƌŝŶƚĞƌŶĂƚŝŽŶĂůĂƐƐŽĐŝĂƚŝŽŶ͕ĂƐĚĞƚĞƌŵŝŶĞĚďǇƚŚĞůŽĐĂůĂŐĞŶĐǇ͘dŚĞĂƌĞĂŽĨĐĞƌƚŝĨŝĐĂƚŝŽŶƐŚĂůůďĞĐůŽƐĞůǇƌĞůĂƚĞĚƚŽƚŚĞ ƉƌŝŵĂƌǇũŽďĨƵŶĐƚŝŽŶ͕ĂƐĚĞƚĞƌŵŝŶĞĚďǇƚŚĞůŽĐĂůĂŐĞŶĐǇ͘ EŽƚĞ͗^ƉĞĐŝĂůŝŶƐƉĞĐƚŽƌƐƐŚĂůůďĞŝŶĚĞƉĞŶĚĞŶƚĞŶƚŝƚŝĞƐǁŝƚŚŶŽĨŝŶĂŶĐŝĂůŝŶƚĞƌĞƐƚŝŶƚŚĞŵĂƚĞƌŝĂůƐŽƌƚŚĞƉƌŽũĞĐƚƚŚĞǇĂƌĞŝŶƐƉĞĐƚŝŶŐĨŽƌĐŽŵƉůŝĂŶĐĞǁŝƚŚ ƚŚŝƐĐŽĚĞ͘ [ [ 1401 W Highland St & #2 - 101118574 & 766/10/2024 'EͲϯ ^,d Zs d^Z/Wd/KE ϭϭͬϭϰͬϮϯ d,Z^,>>EK,E'^KZs/d/KEKEd,^W>E^t/d,Khdd ,KE^EdK&W>EEWZD/d/E͘EKd^Ed/>^KEd,Zt/E'^^,>>d<WZEKsZ'EZ>EKd^EdzW/>d/>^͘t,ZEKd/>^^,KtEKZEKdKEd,Zt/E'^͕d,d/>^^,>>d,^D^&KZKd,Z^/D/>ZtKZ<͘KEdZdKZ^,>>sZ/&z>>W>E^͕y/^d/E'/DE^/KE^E&/>KE/d/KE^KEd,:K^/dE^,>>/DD/d>zEKd/&zdKW>EEWZD/d/E Ez/^ZWE/^/EtZ/d/E'WZ/KZdKd,KDDEDEdK&Ez tKZ<KZZ^WKE^/>&KZ^D͘ 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 ^ ͘ ϭϬϬ&KZ^hD/dd> ϭϬϬW&KZΘ^^hD/dd> y/^d/E'D/Et>>/E'hE/dZ^^͗ ϭϰϬϭt,/',>E^d͕ ^EdE͕ϵϮϳϬϯ W>EEWZD/d/E͘ Z,/ddhZ>^/'E^Zs/^ ϵϴϵϭ/Zs/EEdZZηϮϬϬ /Zs/E͕ϵϮϲϭϴ ;ϳϭϰͿͲϳϭϱͲϬϵϮϯ ďŝǌΛƉůĂŶĂŶĚƉĞƌŵŝƚ͘ĐŽŵ >Kd/KEYZK͗ STATE OF CAL IFORNIAEXP. DATE L I C E NS E D A R CHI T E C T C - 34643 06/30/2025 SIGNATURE PAUL SAN GEMINO WZKWK^hZ^^͗ ϭϰϬϭt,/',>E^d͕hE/dϮ͕ ^EdE͕ϵϮϳϬϯ ϬϭͬϮϭͬϮϰWZW>EE/E'KDDEd^ ϬϭͬϮϮͬϮϰ&KZW>EE/E'WWZKs> Eth D/Et>>/E'/d/KEΘZDK> *(1(5$/127(6 Zs/d/KE^ Θ Λ Σ T й η ;Ϳ ;EͿ ͬ E d 'Z^ /DdZ WZEd WKhEKZEhDZ y/^d/E' Et dd/^^ /ZKE/d/KE/E' > WE Z, t' Y >' dh >' Dh KE ZZ/E >hD/EhD ^^^^KZ^WZ>EhDZ Z,/dd tE/E' ZYh h/>/E' Z/d/^,d,ZD>hE/d /Ed />/E' KEZdD^KEZzhE/d KEZd ^Dd ^DEd DK / /D ^ s ͬt > D /DdZ /DE^/KE KtE^WKhd ZzZsEd /^,t^,Z >dZ/> >dZ/>DdZ &h & && &'Z &>Z &W &Z &d &d' &y '> ' '/ '> ' 't 'zW , ,Z &KZ/ZhE/d &>KKZZ/E &/E/^,&>KKZ &/E/^,'Z &>KKZ &/ZW> &/ZZd &KKdͬ&d &KKd/E' &/y '>>KE 'zW^hDKZ '>sE//ZKE '>^^ '^DdZ 'zW^hDt>>KZ 'zW^hD ,K^/ ,Z ,Z ,d /E^h> /E </d Dy D, ,KhZ ,/',d /E^h>d/KE /E, </d,E Dy/DhD D,E/> D&Z D/E Dd> Dt Eͬ DEh&dhZZ D/E/DhD Dd> D/ZKts EKdWW>/> W> Wͬ> W>z Z Z Z& Zs ^ ^ ^& ^& ^, ^W ^Y W>d WZKWZdz>/E W>ztKK ZdhZE/Z ZKK&Z/E Z&Z/'ZdKZ Zs/^/KE ^hWW>z/Z ^d/KE ^YhZ&d ^/E'>&D/>zt>>/E' ^/E'>,hE' ^W/&/d/KE^ ^YhZ ^dZ ^dZ' ^z^ d d' ^dZhdhZ> ^dKZ' ^/zZ^d< d,ZDK^dd dDWZ'>^^ ds dzW dt, hͬ hͬ s/& tͬ d>s/^/KE dzW/> dE<>^^tdZ,dZ hEZ hEZKhEdZ sZ/&z/E&/> t/d, t, tdZ,dZ t͘/͘ tΘ t><Ͳ/E>K^d t^,ZEZzZ DK>/d/KE ^> ^>//E' tz Z/stz d>d,Z> ^>W ^>KW ͬDtK Kh>KsEED/ZKts t^K&d tdZ^K&dEZ Zt>^W^^ t tdZDdZ ZY ZYh/Z >h>d/KE> h ^^KZzt>>/E'hE/d ͘ KE^dZhd/KEt^dZhd/KE͕/^WK^>͕EZz>/E'^,>>KDW>zt/d,ZYh/ZDEdK&>'ZE/s/^/KE ϰ͘ϰDdZ/>KE^Zsd/KEEZ^KhZ&&/EzEͬKZ,:Z'h>d/KE^͕t,/,sZ/^DKZ^dZ/d͘ ͘ KEdZdKZ^,>>KDW>zt/d,>>K^,ZYh/ZDEd^͘ ͘ >>tKZ<^,>>KE&KZDdKd,ZYh/ZDEd^K&d,>K>h/>/E'K͕d,>d^d/d/KEE>>Kd,Z WW>/>K^EKZ/EE^͘ ͘ d,'EZ>KEdZdKZ^,>>sZ/&z>>KE/d/KE^E/DE^/KE^KEd,:K^/dEZWKZdEzE>> /^ZWE/^EͬKZhEh^h>KE/d/KE^dKW>EEWZD/d/E͘WZ/KZdK&/E>//E'/^E KDDEDEdK&EzKE^dZhd/KE͘ ͘ KEdZdKZ^,>>Kd/E>>WZD/d^͕E,<'KsZE/E'hd,KZ/d/^^W/&/d/KE^&KZKE^dZhd/KE /E>h/E'ZDKs>KZZ>Kd/KEK&y/^d/E'hd/>/d/^ &͘ KEdZdKZ^,>>'/sEKd/^ZYh/Zz'KsZEDEd>hd,KZ/d/^Ezd,KtEZKZ,/^ ZWZ^Edd/s͘ '͘ KEdZdKZ^,>>s/^/dd,:K^/dE^,>>&D/>/Z/,/D^>&t/d,>>KE/d/KE^&&d/E'd,WZKWK^ tKZ<E^,>>D<WZKs/^/KE^^dKd,K^dd,ZK&͘KEdZdKZ^,>>Z^WKE^/>&KZ&D/>/Z//E' ,/D^>&t/d,>>KEdZdKhDEd^͕&/>KE/d/KE^E/DE^/KE^EKE&/ZD/E'd,dd,tKZ<Dz KDW>/^,^^,KtEWZ/KZdKWZK/E't/d,KE^dZhd/KE͘Ez/^ZWE/^^,>>ZKh',ddK d,ddEd/KEK&^/'EZWZ/KZdKd,KDDEDEdK&tKZ<͘EKKDWE^d/KEt/>>tZ^KE >/DK&><K&<EKt>'K&&/>KE/d/KE^͘ ,͘ KEdZdKZ^,>>WZKs/Wh>/WZKdd/KE^E^^ZzEZYh/Zz:hZ/^/d/KEh/>/E'WZdDEd EKEdZdKhDEd^͘ /͘ KEdZdKZ^,>>EKd/&z^/'EZK&Ed//Wd&/E>/E^Wd/KEddtKt<^/EsE͕/EtZ/d/E'͘ :͘ KEdZdKZ^,>>^K>>zZ^WKE^/>&KZDE^EDd,K^K&KE^dZhd/KE/E>h/E'^,KZ/E'E dDWKZZzZ/E'Ed<>>E^^ZzD^hZ^dK/E^hZd,^&dzK&>>WZ^KE^E^dZhdhZ^Eyd dKd,^/d͘Z^,>>d<EdKWZKdd&ZKDEzD'>>dZ^Es'dd/KEKE^/dEKE :K/E/E'WZKWZd/^͘EzdZ/DD/E'KZKd,Z>dZd/KEKEdKdZ^^,>>KE^KKE>zzWWZKs>K& d,KtEZ͘ <͘ ^/'EZ^,>>EKd,>Z^WKE^/>&KZd,KEdZdKZΖ^&/>hZdKKE&KZDdKd,W>E^͕K^͕ Z'h>d/KE^E>t^͕KZ&KZd,WZ&KZDEK&d,KEdZdKZ/Ed/D>zE^d/^&dKZzDEEZ͘ >͘ hE>^^KEdZdzKtEZd,ZKh',WZ/KZ'ZDEd͕^/'EZt/>>EKdWZKs/Z'h>ZKE^/dKEdZd D/E/^dZd/KEE/^s/>>KE>zdZYh^dK&d,KtEZ͘d,KEdZdKZ/^^K>>zZ^WKE^/>&KZ Yh>/dzKEdZK>EKE^dZhd/KE^dEZ^&KZd,/^WZK:d͘ D͘ d,^W>E^Z&KZ'EZ>KE^dZhd/KEWhZWK^^KE>z͘d,zZEKdy,h^d/s>zd/>EKZ&h>>z ^W/&/͘d,Zt/E'^tZWZWZdK>s>K&KDW>d/KE^d/^&dKZz&KZh/>/E'WZD/dWhZWK^^ E&KZKE^dZhd/KEz<EKt>'>EyWZ/EKEdZdKZ͘d,KEdZdKZ/^Z^WKE^/>&KZ WZWZd/KEK&Ez^hWW>DEd>WZKhd^W/&/d/KE^͕KKZ/Ed/KEE/E^d>>d/KEK&>>DdZ/>^ EYh/WDEd͘ E͘ KEdZdKZ^,>>D/Ed/E^WZd^dK&Zt/E'^KE^/ddKDZ<hWzd,KEdZdKZt/d, Η^Ͳh/>dΗ/E&KZDd/KE&KZZKZ͘ K͘ KEdZdKZ^,>>>/sZdKKtEZ͕hWKEWZK:d>K^ͲKhdd,WZD/dEZKZ ;^Ͳh/>dͿ^d^K&W>E^dK'd,Zt/d,KWZd/KEED/EdEEd͕tZZEd/^͕KE^/&WW>/>͕ Zd/&/d^K&KDW>/EZYh/ZzZ'h>dKZzhd,KZ/d/^E^h,Kd,ZWZK:dZKZ^^Dz ZYh^dzd,KtEZ͘ W͘ >EͲhW͗d,KEdZdKZ^,>>ZDKs>>Z/^&ZKDd,h/>/E'^/dE/E^/h/>/E'd,tKZ<^ >ZK&Zh/^,^WK^^/>hZ/E'd,KhZ^K&d,tKZ<͘&KZ&/E>EKd/K&KDW>d/KE͕d,h/>/E' t/>>&h>>z>E͕/E>h/E'>>'>^^WK>/^,͕^ZhE>E͕Ed,h/>/E'^,>>^h/d> &KZ/DD/dKhWEzzKtEZ͘ Y͘ W>E^ZEKddK^>͘d,^W>E^Z/EdEdK/'ZDDd/Khd>/EKE>zhE>^^Kd,Zt/^ EKd͘d,tKZ<^,>>/E>h&hZE/^,/E'DdZ/>^͕Yh/WDEdEWWhZdEE^͕E>KZE^^ZzdK &&d>>/E^d>>d/KE^^/E/dKEd,Zt/E'^͘ Z͘ /DE^/KE^^,KtEZdK&/E/^,^hZ&^hE>^^Kd,Zt/^EKd͘^W/E'dtEYh/WDEd/^ZYh/Z >ZE͘d,Z&KZ͕/d/^Z/d/>dK&/>sZ/&z/DE^/KE^͕^,Kh>d,ZEzYh^d/KE^Z'Z/E'd, KEdZdKhDEd^͕y/^d/E'KE/d/KE^EͬKZ^/'E/EdEd͕d,KEdZdKZ^,>>Z^WKE^/>&KZ Kd/E/E'd,tKZ<͘ ^͘ d/>^Z/EdEdK^,Kt^/'E/EdEd͘DK/&/d/KE^DzZYh/ZdK^h/d:K/DE^/KE^KZ KE/d/KE^͕E^h,DK/&/d/KE^^,>>/E>h^WZdK&d,tKZ<͘ d͘ KEdZdKZ^,>>Z/s>Z/&/d/KE/EtZ/d/E'͕E^,>>Z/s/EtZ/d/E'hd,KZ/d/KEdKWZK &KZ^dZd/E'tKZ<KEEz/dD^EKd>Z>z&/EKZ/Ed/&/zd,KEdZdKhDEd^͘ h͘ KEdZdKZ^,>>^hWZs/^E/Zdd,tKZ<h^/E'd,^dKE^dZhd/KE^</>>^EddEd/KE͘ KEdZdKZ^,>>^K>>zZ^WKE^/>&KZKE^dZhd/KEDE^͕Dd,K^͕d,E/Yh^͕^YhE^E WZKhZ^E&KZKKZ/Ed/E'>>WKZd/KE^K&d,tKZ<hEZKEdZd͕hE>^^Kd,Zt/^EKd͘ s͘ KEdZdKZ^,>>Z^WKE^/>&KZd,^&dzK&d,tKZ<Z͕:EdZ^Eh/>/E'KhWEd^ d,dZ>/<>zdK&&dzd,tKZ<hEZd,/^KEdZd͘tKZ<^,>>KE&KZDdK>>K^, ZYh/ZDEd^͘ t͘ KEdZdKZ^,>>KKZ/Ed,/^tKZ<t/d,d,^hWZ/EdEEdK&h/>/E'^Θ'ZKhE^E^,h>,/^ d/s/d/^EtKZ</E',KhZ^/EKZEt/d,d,ZYh/ZDEd^͘ y͘ KEdZdKZ^,>>D/E/D//^dhZEdKy/^d/E'^/dhZ/E'KE^dZhd/KE͘ZK^/KEKEdZK>D^hZ^͕/& ZYh/ZhZ/E'KE^dZhd/KE^,>>/EKE&KZDEt/d,:hZ/^/d/KE>KZ^ddE>K>'h/>/E^ &KZZK^/KEE^/DEdKEdZK>EKKZ/Edt/d,>K>Z'h>dKZzhd,KZ/d/^͘ z͘ 'EZ>KEdZdKZ/^Z^WKE^/>dKKKZ/EdtKZ<K&>>K&KtEZΖ^^hKEdZdKZ^E&/ydhZ KEdZdKZ^/E>h/E'd,WZ&KZDEK&^h,D/^>>EKh^tKZ<^DzE^^Zz&KZd,DdK KDW>dd,/ZtKZ<͘ ͘ KEdZdKZdKKKZ/Ed>Kd/KEK&/dKhd>d^EsEd^t/d,&/E>>Kd/KEK&Yh/WDEd ͘ KEdZdKZdKKKZ/EdZKhd/E'K&sEd^Ey,h^dhd/E'dKZKK&EͬKZydZ/KZt>>WZ;Ϳ KE/d/KE ͘ KEdZdKZdKKKZ/EdϮy&ZD/E'WZ^dZhdhZ>EdϮϰ^,d^ ͘ KEdZdKZdKKKZ/EdZYh/ZZKWZt/EKtEKKZ^,h> ͘ KEdZdKZdKKKZ/EdZKhd/E'K&Et>dZ/>͕'^EW>hD/E'>/E^;^EͿWZWZKWK^^KW K&tKZ<͘ ͘ >>&/ZZdWZd/d/KE&ZD/E'dKKEd/EhdKd,hEZ^/K&ZKK&^,d/E'KZ^h&>KKZKs͘ KE^dZhd/KEEKd^ Ă͘ /E^d>>>>Yh/WDEdEDdZ/>^/EKZEt/d,DEh&dhZZ^ZKDDEd/KE^hE>^^ ^W/&/>>zKd,Zt/^/E/dKZt,Z>K>K^KZZ'h>d/KE^d<WZE͘ ď͘ dDWZ'>^^^,>>WZDEEd>z/Ed/&/Es/^/>t,Ed,hE/d/^'>͘ Đ͘ >>Et'>/E';WEdZd/KE^Ϳt/>>/E^d>>t/d,Zd/&z/E'>>dd,͕^,Kt/E'd,hͲs>h͘ Ě͘ D<E^^ZzWZKs/^/KE^dKWZKddy/^d/E'^hZ&^͕Yh/WDEd͕/DWZKsDEd^͕W/W/E'd͘E /DD/d>zZW/ZEzD'd,dKhZ^hZ/E'KE^dZhd/KE͘ Ğ͘ /EZ/>>/E',K>^/EdKKEZdt,d,Z&KZ&^dE/E'KZE,KZ/E'WhZWK^^͕KZWEdZd/KE^d,ZKh',d, &>KKZ&KZKEh/dZhE^͕W/WZhE^͕d͕͘Dh^d>Z>zhEZ^dKKd,dZ/E&KZ/E'^d>^,>>EKd Z/>>/EdK͕hdKZD'hEZEz/ZhD^dE^;hE>^^EKdKd,Zt/^Ϳ͘>Kd/KE^K&Z/E&KZ/E' ^d>ZEKd &/E/d>z<EKtEEd,Z&KZDh^d^Z,&KZzWWZKWZ/dDd,K^E Yh/WDEd͘ Ĩ͘ ZW/Z>>y/^d/E't>>^hZ&^D'hZ/E'KE^dZhd/KE^h,d,dd,zDd,E>E/Et/d, :Ed^hZ&^͘ Ő͘ ^>WEdZd/KE^d,ZKh',&/ZZdZ^t/d,h͘>͘>/^dE&/ZKWWZKsDdZ/>^͘ Ś͘ <WKEdZdZ>E͕,Z&Z͕E/^WK^K&>>/Zd͕Z/^͕EZh/^,͘Yh/WDEdEKd^W/&/ ^ZD/E/E'KEd,WZKWZdzK&d,KtEZ^,>>ZDKs͘>sWZD/^^/E>EKE/d/KEE&Z &ZKDW/Ed^WKd^͕h^d͕KZ^Dh'^K&EzEdhZ͘KEdZdKZ^,>>Z^WKE^/>&KZD/Ed/E/E'>> /dD^hEd/>KDW>d/KEK&KE^dZhd/KE͘ ŝ͘ >>y/^d/E'/Ed/s^tZ͕tdZ͕'^͕>dZ/EKd,Zhd/>/d/^͕t,/,/EdZ&Zt/d,d,yhd/KEK& d,tKZ<͕^,>>ZDKsEͬKZWW͕W>h''KZKd,Zt/^/^KEd/EhdWK/Ed^t,/,t/>>EKd /EdZ&Zt/d,d,yhd/KEK&d,tKZ<͕^h:ddKWW>/>Z'h>dKZzhd,KZ/d/^ ũ͘ >>KE^dZhd/KE/^dK,ZdKWZK:dKtEZΖ^/Ed'ZdKE^dZhd/KE^dEZ^hE>^^>/&KZE/ K/^DKZ^dZ/E'Ed͘ ů͘ d,h/>/E'E&/>/d/^Dh^d^^/>dKE&hEd/KE>&KZd,W,z^/>>z,E/WW͘d, KEdZdKZ/^Z^WKE^/>dKDd>>,E/WKZYh/ZDEd^t/d,&/>/d/^/E^d>>͕/E>h/E' ^/'E'͘ 'EZ>EKd^ ͘ KEdZdKZ^,>>E^hZd,d>>tKZ</^WZ&KZD/EWZK&^^/KE>EtKZ<DE>/<DEEZz^</>> D,E/^K&d,dZE^,>>ZW>Ez/dD^D'zd,KEdZdKZΖ^KZ^hKEdZdKZ^Ζ WZ&KZDEdEK/d/KE>K^ddKd,KtEZ͘ ͘ ^hKEdZdKZ^E^hWW>/Z^Z,ZzEKd/&/d,dd,zZdKKE&ZEKKWZd&h>>zt/d,, Kd,ZhZ/E'd,KhZ^K&KE^dZhd/KEdKdZD/Ed,ydydEdEKsZ>WK&,Kd,ZΖ^tKZ< EdK^h^^&h>>zKDW>dd,yhd/KEK&d,tKZ<E/Ed/D>zDEEZ͘ ͘ KEdZdKZ^,>>^K>>zZ^WKE^/>&KZKE^dZhd/KEDE^͕Dd,K^͕d,E/Yh^͕^YhE^E WZKhZ^͕E&KZd,^&dzWZhd/KE^EWZK'ZD^/EKEEd/KEt/d,d,tKZ<͘&/>K^Zsd/KE^ zW>EEWZD/d/E͘KZ^dZhdhZ>E'/EZ^,>>EKdKE^dZh^Zs/t/E'EKZWWZKs/E'd, ^D͘ ͘ KEdZdKZ^,>>Z^WKE^/>&KZdDWKZZz^,KZ/E'͕Z/E'͕^hWWKZd^͕d͕͘^DzZYh/ZdK ^&>zKDW>dd,KE^dZhd/KEWZK^^͕E^,>>Z^WKE^/>&KZd,^/'E͕Yhz͕E^&dzK& d,/^tKZ<͘&/>K^Zsd/KE^zW>EEWZD/d/E͘KZ^dZhdhZ>E'/EZ^,>>EKd/E>h/dD^^ ^dd,Z/E͘ ͘ KEdZdKZE^hKEdZdKZ^,>>D/Ed/Ed,WZD/^^͕>EE&ZK&>>dZ^,EZ/^͕E ^,>>WZKdd>>:EdtKZ<&ZKDD'͕^K/>/E'͕W/EdKsZͲ^WZz͕h^d͕d͘ &͘ EK^dKZ'KZW>DEdK&,ZKh^͕dKy/͕Z/EK'E/͕KZ&>DD>DdZ/>^^,>>WZD/ddKE d,^/d͘/^WK^>K&^/DdZ/>^^,>>/E^&DEEZE^,>>KDW>zt/d,>>hZZEdWW>/> >t^EZ'h>d/KE^͘ '͘ KtEZZ^Zs^d,Z/',ddKdEzd/DD<,E'^dKd,^W>E^KZs/d&ZKDd,^W>E^t/d,Khd EKd/KZK>/'d/KE͘ ,͘ KEdZdKZ^,>>/E^WdEsZ/&zd,dd,WZK:dtKZ<^W/^^^dK^&Z͘d,KEdZdKZDh^d EKd/&zd,/dzK&&//>^͕KtEZE^/'EZ/DD/d>z͕/&d,WZ^EK&^^dK^͕KZEz,ZKh^ DdZ/>/^ddKZ^h^Wd͘ /͘ KEdZdKZ^,>>WZKs/YhddZ^,KEd/EZ^&KZd,/^WK^>K&hEh^DdZ/>EdZ^,͘ :͘ W>EEWZD/d/E͘K^EKd'hZEdd,'EZ>KEdZdKZΖ^EͬKZ^hKEdZdKZ^ΖWZ&KZDE͕ EEKWZKs/^/KE^K&d,KEdZdKhDEd^WZ&KZDE͕/EKDWdE͕KZZZKZ^KZKD/^^/KE^KZ KDD/^^/KEK&d,^hKEdZdKZ͘ <͘ d,/^/^h/>Z^^dK&Zt/E'^͘d,^EKd^ZdKWZKs/'EZ>/E&KZDd/KEKE>z͘^W/&/d/KE^ZdK WZKs/zKtEZ͘&KZKEsE/EK&Z&ZEEdK&/>/ddd,>dd/E'K&KEdZd^E ^hKEdZd^͕d,EKd^Z^WZd͕EKdd/d>^d/KE^͘^h,^WZd/KE^^,>>EKdKWZddKD<W>E EWZD/d/E͘KZZ/dZdK^d>/^,>/D/d^dtEd,KEdZdKZE^hKEdZdKZ^͘ h/>/E'WZdDEdEKd^ &/E/d/KE^ ͘ tKZ<^,>>KDW>zt/d,d,>/&KZE/h/>/E'^dEZ^K&KhE/E^ddK&>/&KZE/d/d>ϮϰZ^ DEEKWdzd,/dz͘ ͘ t,ZEKKE^dZhd/KEd/>^Z^,KtEKZEKd&KZEzWZdK&d,tKZ<dKKEd,d/>^^,>> d,^D^&KZKd,Z^/D/>ZtKZ<͘ ͘ d,KEdZdKZ^,>>dZD/Ed,>Kd/KEK&>>hd/>/dz^Zs/^/Ed,ZdKysd;KsE >Kt'ZͿWZ/KZdKKDDE/E'd,tKZ<dKKE͘ ͘ ^,Kh>Ez>KK^&/>>ͬyWE^/s^K/>ͬ'ZKhEtdZKZKd,ZE'ZKh^KE/d/KE^EKhEdZ hZ/E'^/dysd/KEd,'EZ>KEdZdKZ͕KtEZEE'/EZ^,>>EKd/&/E>>tKZ<^,>> ^/DD/d>z͘ ͘ ^DK<ddKZ^ZZYh/Z/E,^>W/E'ZKKDE/Ed,,>>tzͬZ^Zs/E',^>W/E'Z͘ ddZzKWZdddKZ^ZWd>&KZy/^d/E'KE^dZhd/KE͘ &͘ /EdZ/KZt>>^E/>/E'&/E/^,&>D^WZZd/E'^,>>KE&KZDdKd,ZYh/ZDEd^K&>K>K^͕ KZ/EE͕Zh>^EZ'h>d/KE^͘ '͘ KKZd,Z^,K>^^,>>Dy͘,/',dK&ϭ ϮΗ͘ ,͘ WZKs/E/E^d>>&/Zyd/E'h/^,Z^t/d,D/E͘W/dz^dZD/Ezd,/E^WdKZ^͘ /͘ hd^^,>>KE^dZhd͕/E^d>>͕E/E^h>dKZ/E'dKd,WW>/>D,E/>K͘ :͘ &EKZy,h^d^z^dD^y,h^d/E'/Z&ZKDd,h/>/E'dKd,Khd^/^,>>WZKs/t/d,<Z&d DWZ^KZhdKDd/DWZ^dKWZsEd/Z><'͘ <͘ d,KE^dZhd/KE͕ZDK>͕KZDK>/d/KEK&h/>/E'^,>>KDW>zt/d,ZYh/ZK͘ Yh>/dzKEdZK> >͘ >>tKZ<^,>>KDW>zt/d,WW>/>ZYh/ZDEd^K&>>'KsZE/E'K^͕Z'h>d/KE^EKZ/EE^͘ d,^^,>>/E>hd,>d^dKWd/d/KE^K&͗d,>/&KZE/h/>/E'K;Ϳ͕Ed/KE>>dZ/K ;EͿ͕hE/&KZDW>hD/E'K;hWͿ͕hE/&KZDD,E/>K;hDͿ͕K^,Z'h>d/KE^͕d/d>^ϮϬEϮϰK& d,>/&KZE/D/E/^dZd/sKE>>Kd,Z,>d,E^&dzK^͕Ed/KE>K^͕KZ/EE^E ZYh/ZDEd^KWdz'KsZE/E''E/^͘/Ed,^K&KE&>/dK&d,^Z'h>d/KE^Ed,KEdZd KhDEd^͕d,DK^dZ^dZ/d/s^,>>WW>z͘ D͘ d,KEdZdKZ^,>>sZ/&z͕dd,^/d͕>>KE/d/KE^&&d/E'tKZ<EKEdZdKhDEd^&KZEz Z^K&Yh^d/KE&&d/E'K^d͕KE^dZhd/KEEEzZt/E'/DE^/KE>KZEKdKE&>/d͕/^ZWEz͕ />>'//>/dzKZKD/^^/KE͘Yh^d/KE^,>>ZKh',ddKd,ddEd/KEK&W>EEWZD/d/E͘/EtZ/d/E'&KZ tKZ<^,>>KE^d/dhdKEdZdKZWdEK&>>KE/d/KE^&&d/E'tKZ<͘ E͘ tKZ<DE^,/Wd,ZKh',Khd^,>>K&d,,/',^dYh>/dzK&,dZ/EsK>s͘ K͘ d,KEdZdKZ͕&KZKDDE/E'tKZ<͕^,>>EKd/&zd,KtEZ/EtZ/d/E'K&EztKZ<EEKd&h>>z 'hZEdKZyhdt/d,/Ed,/EdEdK&d,Zt/E'^WZ/KZdK/^hD/dd>͘ W͘ >>KE^dZhd/KE^,>>/E^dZ/dKE&KZDEt/d,DEh&dhZZ^Ζ>d^dtZ/ddE^W/&/d/KE^͘>> /^ZWE/^dtEd,^^W/&/d/KE^Ed,KEdZdKhDEd^WZWZzW>EEWZD/d/E͘ E,/^KE^h>dEd^^,>>ZKh',ddKd,ddEd/KEK&^/'EZ/EtZ/d/E'&KZKDDE/E'tKZ<͘ Y͘ Z&ZEdKWZKhdDEh&dhZZKZdZED^Z&KZD/E/DhDWZ&KZDE^W/&/d/KEKE>z͘ ^hD/dd>Yh>^Dz>>KthWKEWWZKs>zW>EEWZD/d/E͘͘DdZ/>^h^d/dhd/KE^Dzd, KEdZdKZt/d,KhdtZ/ddEWWZKs>zW>EEWZD/d/E͘^,>>EKdZ^WKE^//>/dzKZK&Z>d DdZ/>^Ed/>^͘ Z͘ hdd/E'EWd,/E'/E>h^hdd/E'/EdKy/^d/E'KE^dZhd/KEdKWZKs/&KZ/E^d>>d/KEKZ WZ&KZDEK&Kd,ZtKZ<E^h^YhEd&/dd/E'EWd,/E'ZYh/ZdKZ^dKZ^hZ&^dKd,/Z KZ/'/E>KE/d/KE͘h^DdZ/>^&KZhdd/E'EWd,/E'/Ed/>dKy/^d/E'DdZ/>^͘ ^͘ KEKdhdEWd,^dZhdhZ>tKZ</EDEEZd,dtKh>Z^h>d/EZhd/KEK&ZZz/E'W/dz KZ>KͲ&>d/KEZd/K͘^hD/dWZKWK^>EKd/E^/'EZEE'/EZΖ^WWZKs>&KZWZK/E' t/d,hdEWd,K&^dZhdhZ>tKZ<͘ d͘ >>/DE^/KE^^,>>d<WZEKsZ^>^,KtEKEd,W>E^͘/DE^/KE^ZdK&K&^dh^͕& K&&KhEd/KE͕&K&KEZd>K<dKWK&^>͕KZEdZK&KWE/E'^͕h͘E͘K͘͘KEKd^>Zt/E'^͘ KEdZdKZ^,>>sZ/&z/DE^/KE^EZs/tEzKE&>/d^KZ/^ZWE/^t/d,W>EEWZD/d/E͘ WZ/KZdKKDDEDEdK&tKZ<͘ 'EZ>ZYh/ZDEd^ ͘ d,Z,/ddhZ>^/dW>E/^EKd^hZsz͘/d/^^KE^/d/E&KZDd/KEWZKs/zd,KtEZ&KZ h/>/E'WZdDEdZ&ZEKE>z͘KEͲ^/dsZ/&/d/KEK&>>/DE^/KE^͕>>y/^d/E'KE/d/KE^͕'ZKhE tdZ͕y/^d/E'/DWZKsDEd^͕WZKWZdz>/E^͕^DEd^͕^d<^͕y/^d/E'hd/>/d/^E^h^dZhdhZ^/^d, Z^WKE^//>/dzK&d,KEdZdKZ͘ ͘ EKd/&zW>EEWZD/d/E͘WZKDWd>z͕^,Kh>EzYh^d/KE^Z/^WZd/E/E'dKd,W>E^͕KZ/&KE/d/KE^ Z&KhEd,dDzWZsEdd,WZKWZyhd/KEK&EzWKZd/KEK&d,tKZ<͘d,KEdZdKZ^,>>KZZd >>ZZKZ^͕/^ZWE/^͕KZKD/^^/KE^t,/,Z^h>d&ZKD,/^&/>hZdKEKd/&zW>EEWZD/d/E͘&KZ ^dZd/E'&Z/d/KEKZ/E^d>>d/KEK&Ez/dDKZtKZ<͘ ͘ KE>zEKd/DE^/KE^ZdKh^&KZKE^dZhd/KEWhZWK^^͘KEKd^>Zt/E'^͘Kd/E >Z/&/d/KEK&/DE^/KE^&ZKD^/'EZt,EE^^Zz͘ZZKZ^h^z^>/DE^/KE^^,>> KZZdzd,KEdZdKZd,/^KtEyWE^͘ ͘ D/Ed/EKEd,:K^/d͕/E'KKKZZ͕KEKWzK&>>W>E^EDK/&/d/KE^d,ZdK͕&/>d^dZKZ^ E/E^Wd/KEZWKZd^͕KZZ^WKEEWZd/E/E'dKd,tKZ<KE^/dEWZD/d^͕EWZD/d^͕EWZD/d ^d^K&W>E^&KZd,h^K&h/>/E'K&&//>^͘ &/ZWZdDEdEKd^ ͘d,KEdZdKZ^,>>WZKs/,/',WZ&KZDE&/Z^dKW^z^dDd>>&/ZZdWEdZd/KE/E^d>>WZ DEh&dhZΖ^>d^d/E^d>>d/KE^W/&/d/KE͘ ͘ >>WEdZd/KE^d,ZKh',&/ZZd^^D>/^^,>>KE^dZhd^K^dKD/Ed/EEYh>KZ'ZdZ &/ZZd/E'͘ ͘ h/>/E'^hEZ'K/E'KE^dZhd/KE͕>dZd/KEKZDK>/d/KE^,>>/EKZEt/d,&Zd/>ϴϳ͘ ΀&ϴϳϬϭ΁ ͘ Z^^^,>>WZKs/&KZ>>EtEy/^d/E'h/>/E'^/EWK^/d/KE^dKW>/E>z^Es/^/>E >'/>&ZKDd,^dZdKZZK&ZKEd/E'd,WZKWZdz΀&ϵϬϭ͘ϰ͘ϰ͕&,W^WK>/zWͲϬϬͲϲ΁ ͘ KZd/sDdZ/>^^,>>D/Ed/E/E&>DͲZdZEdKE/d/KE͘΀>/&͘KK&Z'^͕͘d/d>ϭϵ͕ϯ͘Ϭϴ͕ ϯ͘Ϯϭ͕ϮϱϬϭ͘ϱ΁ &͘ d>^dKE&/Zyd/E'h/^,Zt/d,D/E/DhDZd/E'K&ϮͲϭϬ^,>>WZKs/t/d,/Eϳϱ&d͘Dy/DhD dZs>/^dE&KZ,ϲ͕ϬϬϬ^Y͘&d͘KZWKZd/KEd,ZK&KE,&>KKZ΀&ϭϬϬϮ͕h&^dEZϭϬͲϭ͕>/&͘ KK&Z'^͕͘d/d>ϭϵ͕ϯ͘Ϯϵ΁ '͘ KEdZdKZ^,>>KEddd,KhEdz&/Zhd,KZ/dz&KZE/E^Wd/KEhWKEKDW>d/KEK&tKZ<͘ ,͘ /͘ sEdKWE/E'^&KZE>K^dd/^͕E>K^s^K&&/d^W^͕E>K^Z&dZ^W^EhEZ&>KKZ sEd^^,>>Z^/^dh/>/E'/'E/d/KE&ZKDd,/EdZh^/KEK&hZE/E'DZ^E&>Dd,ZKh',d,sEd KWE/E'^͘sEdKWE/E'^^,>>KDW>zt/d,KEK&d,&K>>Kt/E'͗;ϳϬϲ͘Ϯ͖Zϯϯϳ͘ϲ͘ϮͿ Ă͘ >/^dsEdKDW>z/E't/d,^dDϮϴϴϲKZ ď͘ WZKddzKZZK^/KEZ^/^dEd͕EKEKDh^d/>t/ZD^,t/d,D/E/DhDϭͬϭϲΗEDy/DhD͘ϭͬϴ/E͘ KWE/E'^͘ :͘ sEd^^,>>EKd/E^d>>KEhEZ^/K&s^EKZE/^hE>^^d,KE/d/KE^^d&KZd,/E^d/KE ϳϬϲ͘ϯKZZϯϯϳ͘ϲ͘ϯZDd͘;ϳϬϲ͘ϯ͖Zϯϯϳ͘ϲ͘ϯͿ 1401 W Highland St & #2 - 101118574 & 766/10/2024 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: Project Name: 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: 231019-01 Issue Date: 10/19/2023 PROPERTY OWNER: PROPERTY ADDRESS: 1401 W HIGHLAND AVE, SANTA ANA, CA 92703 MAIN DWELLING ADDITION & ADU 4/2/2%%1/3% 2 3 . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % /2/2'''%%2 # $ % & '( ( ))! *! + ," )132 - ./ *! )" 1 0 , 4 1 2)34 ) 5 4 6) 3 '"( -$ 7 . / 3 8 ! $ " 5 +"#.% 7 . 6)! &)) )9 2.$5 (7 . ! +:! 3 )9 2.$5 &- ! ;3 8 .2 0 )9 2.$5 146 1 #< 3 3 2=5 217 $ 8 6) &$ 8 ) ) & $$ '" ..$% / 3 8 " 8 6) 3 "! /> " . $ >! 7) 3 "! .! > ? .) ! 3 )4;. 7' .) ) > !";! . "";) ";)9 % >! 7) 3 "! " ! !>/ 7/ 424-P010055712A-000-000-0000000-0000 04/01/2024 00:24 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. 4/2/2%%1/3% 2 3 $ . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % /2/2'''%%2 #@ # # 3' !3 3! " 3 ! 3' 25 .. ' 2$.. '5 $ 2$5 3' 25 .. ' 2$.. '5 $ 2$5 )) !3 248 264 63 "!) !3 246 263 681 8% --.. ! .# $0"*$ 9 # *"0 $" --. :#0$ " ! .# --.. $ 0" $# #. 0""*". ;)< $ 2,# ."$0 5 "#. = --.. " ."$0. $ " :# " >" #$ " "# $ " . ? ( ) +0.% 9. 424-P010055712A-000-000-0000000-0000 04/01/2024 00:24 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. 4/2/2%%1/3% 2 3 % . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % /2/2'''%%2 #@ 8 8 @ 3' 8! )) !3 3' 25 2A64.$ '5 )) !3 * 3' 2$5 2A*4.$ '5 "!) !3 3' 25 2A64.$ '5 "!) !3 * 3' 2$5 2A*4.$ '5 " 3 25 " 3 2$5 " 3 6 36 /4 /86 " 3 46 4 82 181 1 B * 4 4 C 3 48 1 2 2 68 6 . 8< 4:7' ) .. ' " %9%& &(91( %9%+ &(9-- 9$ 90 >;! 6' :7' ) 3> 3 48 4 48 4 ""9 D A 3 24 62 234 62 3 )!8 818 8 818 ) 3> 3 36 36 $90$ &09+ $90 &-9+ 424-P010055712A-000-000-0000000-0000 04/01/2024 00:24 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. Nazanin Latifi & Mehrun Abbassi 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' 1401 W Highland St & #2 - 101118574 & 766/10/2024 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: Project Name: 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: 231019-01 Issue Date: 10/19/2023 PROPERTY OWNER: PROPERTY ADDRESS: 1401 W HIGHLAND AVE, SANTA ANA, CA 92703 MAIN DWELLING ADDITION & ADU 4/2/2%%1/3% 2 3 - . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % /2/2'''%%2 4 #,# $ % & ( + - 0 1 $ % & '" . <>C)> 2.5 3> 2.5 9 2.$5 8 .8 . # # : >) 3 / ( HE "5 ; < ("# /4 4 26 8 2 @!+ 2 @!+ ,# (. ,/4 HEH "5 ; < ("# /6 4 6 2 2 @!+ 2 @!+ ,# (. /684 ( HE "5 ; < " /4 4 26 2222 2 @!+ 2 @!+ ,# (. B8 $ % & ) . 6) 3 2.$5 8 . ""/ ; < ("# /6 4 6 6 $ % & ( + - 0 , 2.$5 2.5 )3 !9 ; ) "> )3 !9 ; ) ">") ) (/"/ )!E)E( 146 4 " 47 " B8 8 8 $ % &E ( + - 0 ! . '" ! '" 3 ;' ; 4 : ! ; 8 . !!7' '! !/2 " "" @$ I 8 E + !/2 " & " @% 0#$ ," +* & @$% !/2 & " @% 2 +" (#.." 424-P010055712A-000-000-0000000-0000 04/01/2024 00:24 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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aral Rahmani Title24 Experts 03/31/2024 7518 Jumilla Ave. Winnetka, CA 91306 3105044878 Mehrun Abbassi Plan and Permit LLC 04/01/2024 9891 Irvine Center Dr Ste 200 Irvine, CA 92618 7147150923 424-P010055712A-000-000-0000000-0000 04/01/2024 00:24 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. Nazanin Latifi & Mehrun Abbassi 1401 W Highland St & #2 - 101118574 & 766/10/2024 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: Project Name: 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: 231019-01 Issue Date: 10/19/2023 PROPERTY OWNER: PROPERTY ADDRESS: 1401 W HIGHLAND AVE, SANTA ANA, CA 92703 MAIN DWELLING ADDITION & ADU 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. 9891 IRVINE CENTER DR #200 PLAN AND PERMIT Inc. IRVINE, CA 92618 714-715-0923 1401 W HIGHLAND AVE 1401 W HIGHLAND AVE_ADU SANTA ANA, CA 92703 75-231019-01 4/2/2024 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 1401 W HIGHLAND AVE_ADU 1401 W HIGHLAND AVE SANTA ANA Unheated Slab-on-Grade 4/2/2024 ✔ CA Climate Zone 08 985 1 Wood Framed Wall Roof Wall Door Slab Wood Framed Wood Framed Attic Opaque Door 663 985 208 20 985 - no insulation R 15 R 30 R 15 - no insulation New New New New New Cool Roof Perim = 128' n/a Rear (NE) Right (SE) Front (SW) Left (NW) 56.0 16.0 32.0 33.3 0.300 0.300 0.300 0.300 0.23 0.23 0.23 0.23 none none none none none none none none N/A N/A N/A N/A New New New New 18.0 SEER21 1 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. * 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). 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 on the CF1R. § 110.8(j):Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the 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 as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. * 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-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * § 150.0(d):Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 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 physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 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(d). § 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. 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. * 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 the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. * § 110.2(c):Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * 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: 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. * 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. § 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 § 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 resistance heating. * Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or 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: 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: 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) 1401 W HIGHLAND AVE_ADU 4/2/2024 (N) MINI SPLIT UNIT 2 985 1 12,000 12,000 12.2 12,000 12,000 1.0 12.2 985.0 600 600 0.61 600.0 0.0% 0.00 0 7,820 0 0 0 0 0 0 10,812 0 0 00 0 0 0 1,3949,807 4787,820 9,807 8,965 1,394 8,965 38AUQA12A0B5-0A0A0 Aug 3 PM Jan 1 AM 364 478 372 33 ºF Outside Air 0 cfm 68 ºF 68 ºF 95 ºF 95 ºF 600 cfm Supply Fan 68 ºF 68 ºF 91 / 68 ºF 75 / 62 ºF 75 / 61 ºF 55 / 54 ºF 55 / 54 ºF 75 / 62 ºF75 / 62 ºF 0 cfm Outside Air 46.4% Heating Coil 10,812 600 cfm Supply Fan Cooling Coil Nazanin Latifi & Mehrun Abbassi 1401 W Highland St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dzKtEZ͗ d͕d d WZKWZdzZ^^͗ ϭϰϬϭt,/',>Es͕ ^EdE͕ϵϮϳϬϯ D/Et>>/E' /d/KEΘ:h 4//23%44%3/5% 2 3 . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % //2'''3%4%42 # $ % & '( ( ))! *! + ," )124 - ./ *! )" 1 0 , 5 1 2)34 ) 5 5 6) 3 '"( -$ 7 . / 3 8 ! $ " " &" "% 7 . 6)! &)) )9 2.$5 5(7 . ! +:! 3 )9 2.$5 2- ! ;3 8 .4 0 )9 2.$5 635 1 #< 3 3 2=5 47 $ 8 6) &$ 8 ) ) & $$ '" # $% / 3 8 " 8 6) 3 "! /> " . $ >! 7) 3 "! .! > ? .) ! 3 )4;. 7' .) ) > !";! . "";) ";)9 % >! 7) 3 "! " ! !>/ 7/ 3$ &+((56 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//23%44%3/5% 2 3 $ . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % //2'''3%4%42 #@ 8 8 @ 3' 8! )) !3 3' 25 2A64.$ '5 )) !3 * 3' 2$5 2A*4.$ '5 "!) !3 3' 25 2A64.$ '5 "!) !3 * 3' 2$5 2A*4.$ '5 " 3 25 " 3 2$5 " 3 564 53 35 " 3 66 42 116 B * C 3 1 51 . 8< 4:7' ) .. ' " -9-0 (19& $9-& >;! 6' :7' ) 3> 3 61 61 ""9 D A 3 4 3 )! 21 21 ) 3> 3 66 66 $09&+ (9-% 3$ &+((56 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. 4//23%44%3/5% 2 3 ( . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % //2'''3%4%42 B8 8 $ % & ( + - 0 1 , ! <> #!! 2.$5 C )/ ) 2.$5 2)35 C :" ! !*.) :! 3 ) 9 : " /4 5 8( !/4 ,.D 1 " ; & 9 : /2 5 8( !/4 1 ! 36 1 " ; & 9 : " /23 5 8( !/4 ,.D 6 4 1 " ; & 9 : " / 5 8( !/4 ,.D 5 1 " ; & 9 : / 5 8( !/4 1 ! 4 1 " ; & 9 : / 5 8( !/4 1 ! 4 1 " ; & 9 : / 5 8( !/4 2 - 4 1 " ; & 9 : / 5 8( !/4 2 - 4 1 " ; & 9 : !""- B( 8( !""- & & 2 & & " 9 : !""- 8( !""- & & 5 & & ; " 9 : ! >"" B( 8( ! >"" & & 2 & & " 9 : ! >""8( ! >"" & & 5 & & ; & $ % & ( + - 0 1 ! '". ! 2: $5 . . . ) 6 . !*.) :! 3 ) . B( 8( . !""- B( 8( 3 53 E " " . 8( . !""-8( 3 53 E " " 3$ &+((56 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. 1401 W Highland St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dzKtEZ͗ d͕d d WZKWZdzZ^^͗ ϭϰϬϭt,/',>Es͕ ^EdE͕ϵϮϳϬϯ D/Et>>/E' /d/KEΘ:h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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//23%44%3/5% 2 3 0 . 5 !" " !" #$% !" &$% ''' !( )"*% + ,# --.. ( / ! +"$0. !0" "% (.$ "% * 1 !0" % //2'''3%4%42 B8 8 8 $ % &E ( + - 0 ! . '" ! '" 3 ;' ; 4 : ! ; 8 . !!7' '! . !""-8( . !""-"" >$ + G + !/ " & 6 !""-% !""- 9 0 (: !""- .D% "" (&&.D +* & >$% " # & ! >"">"" * +;0."" >$ >"" G 6 + !/ " & " 6 >"" (#-.% +0 >"" .D% "" (&&.D +* & >$% " # & ! >"">"" * +;0."" >$ >"" 5 G 6 + !/1 " & " 2 >"" (#-.% +0 >"" .D% "" (&&.D +* & >$% !/1 & 5 !""-+ 9"; .: "" >$ + G 6 + !/4 " & " 4 * + F"% !/6 # +* & >$% !/ & >% 0#$ ," 68# * * $ % & ( B' ! ! 2B5 3> ; "' ! 6) 3 ;" A3 ( ( " !?# " !?# & & & 3$ &+((56 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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ĂƌĂůZĂŚŵĂŶŝ dŝƚůĞϮϰǆƉĞƌƚƐ ϬϮͬϬϳͬϮϬϮϰ ϳϱϭϴ:ƵŵŝůůĂǀĞ͘ tŝŶŶĞƚŬĂ͕ϵϭϯϬϲ ϯϭϬϱϬϰϰϴϳϴ DĞŚƌƵŶďďĂƐƐŝ WůĂŶĂŶĚWĞƌŵŝƚ>> ϬϮͬϬϳͬϮϬϮϰ ϵϴϵϭ/ƌǀŝŶĞĞŶƚĞƌƌ^ƚĞϮϬϬ /ƌǀŝŶĞ͕ϵϮϲϭϴ ϳϭϰϳϭϱϬϵϮϯ 3$ &+((56 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. 1401 W Highland St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dzKtEZ͗ d͕d d WZKWZdzZ^^͗ ϭϰϬϭt,/',>Es͕ ^EdE͕ϵϮϳϬϯ D/Et>>/E' /d/KEΘ:h %8,/',1*(1(5*<$1$/<6,65(3257 352-(&7 3URMHFW'HVLJQHU 5HSRUW3UHSDUHGE\ -RE1XPEHU 'DWH 7KH(QHUJ\3URFRPSXWHUSURJUDPKDVEHHQXVHGWRSHUIRUPWKHFDOFXODWLRQVVXPPDUL]HGLQWKLVFRPSOLDQFHUHSRUW7KLVSURJUDPK DVDSSURYDODQGLV DXWKRUL]HGE\WKH&DOLIRUQLD(QHUJ\&RPPLVVLRQIRUXVHZLWKERWKWKH5HVLGHQWLDODQG1RQUHVLGHQWLDO%XLOGLQJ(QHUJ\(IILFLHQF\6WDQGDUGV 7KLVSURJUDPGHYHORSHGE\(QHUJ\6RIW//&±ZZZHQHUJ\VRIWFRP ,59,1(&(17(5'5 3/$1$1'3(50,7,QF ,59,1(&$ :+,*+/$1'$9( :+,*+/$1'$9(B$'',7,21 6$17$$1$&$ 5(6,'(17,$/0($685(66800$5< 506 3URMHFW1DPH%XLOGLQJ7\SH6LQJOH)DPLO\$GGLWLRQ$ORQH'DWH 0XOWL)DPLO\([LVWLQJ$GGLWLRQ$OWHUDWLRQ 3URMHFW$GGUHVV&DOLIRUQLD(QHUJ\&OLPDWH=RQH7RWDO&RQG)ORRU$UHD$GGLWLRQRI8QLWV ,168/$7,21$UHD &RQVWUXFWLRQ7\SH&DYLW\ft26SHFLDO)HDWXUHV6WDWXV )(1(675$7,217RWDO$UHD*OD]LQJ3HUFHQWDJH1HZ$OWHUHG$YHUDJH8)DFWRU 2ULHQWDWLRQ$UHDft28)DF6+*&2YHUKDQJ6LGHILQV([WHULRU6KDGHV6WDWXV +9$&6<67(06 4W\+HDWLQJ0LQ(II&RROLQJ0LQ(II7KHUPRVWDW6WDWXV +9$&',675,%87,21'XFW /RFDWLRQ+HDWLQJ&RROLQJ'XFW/RFDWLRQ59DOXH6WDWXV :$7(5+($7,1* 4W\7\SH*DOORQV0LQ(II'LVWULEXWLRQ6WDWXV 1401 W HIGHLAND AVE_ADDITION 1401 W HIGHLAND AVE. SANTA ANA Wood Framed 2/6/2024 ✔ ✔ CA Climate Zone 08 1,658 1 Wood Framed Wall Wall Wall Wall Wall Door Wood Framed Wood Framed Wood Framed Opaque Door 145 85 16 20 12 20 - no insulation - no insulation - no insulation - no insulation - no insulation - no insulation Existing Existing Existing Existing Existing Existing 184 Right (E) Front (S) Left (W) Rear (N) Rear (N) 24.8 42.4 66.0 40.0 43.0 0.300 0.300 0.300 0.300 0.300 0.23 0.23 0.23 0.23 0.23 none none none none none none none none none none N/A N/A N/A N/A N/A New New New New New 16.0 SEER21Electric Heat Pump Split Heat Pump14.00 HSPF2 NewSetback n/a(N) MINI SPLIT MAIN UNIT DuctlessDuctless / with Fan Newn/a Standard1Small Instantaneous Gas 0.950 New ID: 75-231019-01 Page 13 of 21EnergyPro 9.2 by EnergySoft User Number: 20127 Wood FramedWall Wall Wood Framed 50 46 - no insulation - no insulation Existing Existing 216 13.0%0.30 5(6,'(17,$/0($685(66800$5< 506 3URMHFW1DPH%XLOGLQJ7\SH6LQJOH)DPLO\$GGLWLRQ$ORQH'DWH 0XOWL)DPLO\([LVWLQJ$GGLWLRQ$OWHUDWLRQ 3URMHFW$GGUHVV&DOLIRUQLD(QHUJ\&OLPDWH=RQH7RWDO&RQG)ORRU$UHD$GGLWLRQRI8QLWV ,168/$7,21$UHD &RQVWUXFWLRQ7\SH&DYLW\ft26SHFLDO)HDWXUHV6WDWXV )(1(675$7,217RWDO$UHD*OD]LQJ3HUFHQWDJH1HZ$OWHUHG$YHUDJH8)DFWRU 2ULHQWDWLRQ$UHDft28)DF6+*&2YHUKDQJ6LGHILQV([WHULRU6KDGHV6WDWXV +9$&6<67(06 4W\+HDWLQJ0LQ(II&RROLQJ0LQ(II7KHUPRVWDW6WDWXV +9$&',675,%87,21'XFW /RFDWLRQ+HDWLQJ&RROLQJ'XFW/RFDWLRQ59DOXH6WDWXV :$7(5+($7,1* 4W\7\SH*DOORQV0LQ(II'LVWULEXWLRQ6WDWXV 1401 W HIGHLAND AVE_ADDITION 1401 W HIGHLAND AVE. SANTA ANA Wood Framed Attic 2/6/2024 ✔ ✔ CA Climate Zone 08 1,658 1 Wood Framed Wall Wall Wall Door Roof Floor Wood Framed Wood Framed Opaque Door Wood Framed w/Crawl Space 115 318 4 20 1,474 1,474 - no insulation - no insulation - no insulation - no insulation R 30 - no insulation Existing Existing Existing Existing New Existing 184 ID: 75-231019-01 Page 14 of 21EnergyPro 9.2 by EnergySoft User Number: 20127 Wood FramedWall Roof Wood Framed Attic 397 184 R 13 R 30 New Existing 216 13.0%0.30 5(6,'(17,$/0($685(66800$5< 506 3URMHFW1DPH%XLOGLQJ7\SH6LQJOH)DPLO\$GGLWLRQ$ORQH'DWH 0XOWL)DPLO\([LVWLQJ$GGLWLRQ$OWHUDWLRQ 3URMHFW$GGUHVV&DOLIRUQLD(QHUJ\&OLPDWH=RQH7RWDO&RQG)ORRU$UHD$GGLWLRQRI8QLWV ,168/$7,21$UHD &RQVWUXFWLRQ7\SH&DYLW\ft26SHFLDO)HDWXUHV6WDWXV )(1(675$7,217RWDO$UHD*OD]LQJ3HUFHQWDJH1HZ$OWHUHG$YHUDJH8)DFWRU 2ULHQWDWLRQ$UHDft28)DF6+*&2YHUKDQJ6LGHILQV([WHULRU6KDGHV6WDWXV +9$&6<67(06 4W\+HDWLQJ0LQ(II&RROLQJ0LQ(II7KHUPRVWDW6WDWXV +9$&',675,%87,21'XFW /RFDWLRQ+HDWLQJ&RROLQJ'XFW/RFDWLRQ59DOXH6WDWXV :$7(5+($7,1* 4W\7\SH*DOORQV0LQ(II'LVWULEXWLRQ6WDWXV 1401 W HIGHLAND AVE_ADDITION 1401 W HIGHLAND AVE. SANTA ANA 2/6/2024 ✔ ✔ CA Climate Zone 08 1,658 1 Floor Wood Framed w/Crawl Space 184R 19 New 184 ID: 75-231019-01 Page 15 of 21EnergyPro 9.2 by EnergySoft User Number: 20127 216 13.0%0.30 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 on the CF1R. § 110.8(j): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the 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 as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. * § 150.0(b): 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-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * § 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 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 physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 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(d). § 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 the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. * § 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 (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters. * § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. § 150.0(h)3B: 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. * § 150.0(j)2: Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. § 150.0(n)1: Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2” higher than the base of the water heater § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in 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, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8: 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. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant 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. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 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 a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must 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, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C. § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. § 150.0(o)1G: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §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 be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. § 150.0(o)2: Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow 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 with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating. * § 110.4(b)1: 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. § 110.4(b)3: 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. § 150.0(p): 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. * § 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. § 150.0(k)1D: 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. § 150.0(k)1E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. § 150.0(k)1F: 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. * § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or 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. * § 150.0(k)2A: Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off. * § 150.0(k)2B: 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. § 150.0(k)2D: Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. § 150.0(k)2E: Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. § 150.0(k)2F: Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power. § 150.0(k)5: 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 application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). §110.10(b)1A: Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. * § 110.10(b)3B: 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 horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. * § 110.10(b)4: 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. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 1401 W Highland St & #2 - 101118574 & 766/10/2024 : : : V V V V V V : +38 +38 (0$,1':(//,1* :+,*+/$1'676$17$$1$&$ Wͬ > ͗ ϭ Ϭ ϱ ͘ ϱ ϵ Ζ >E^W/E'цϭϱϱϱ^& Dh>,E^hh>Ed^͘dzW͘ ;ͿD/Et>>/E'tE/E'^Ϯϭ^& ;Ϳ'Z' : E d W Z K W Z d z EK d / E ^ K W K & t K Z < ;ͿZ/stz Wͬ> ͗ ϭ Ϯ ϴ ͘ ϵ ϯ Ζ : E d W Z K W Z d z EK d / E ^ K W K & t K Z < Wͬ>͗ϭϭϵ͘ϰϯΖ :EdWZKWZdz EKd/E^KWK&tKZ< ;Ϳ>E^W/E' цϭϭϯϮ^& ;ͿD/E^tZ>/E͘TϰΗD/E͘s/&͘ ;EͿTϯͬϰΗD/EtdZ>/EdKdd,dK ;ͿD/E,Kh^tdZDdZ͘D/E>dZ> ^/ΘW/dzdKsZ/&//E&/>͘ ;EͿTϯΗh^tZ>/EdKKEEddK ;ͿKZhW'ZD/Eh/>/E'TϰΗ^tZ >/E͘KEdZdKZdKsZ/&zy/^d/E'^tZ >/E/Ed,&/>͘ ;ͿtdZDdZ ;Ϳhd/>/dzWK> 1-$'8 :+,*+/$1'6781,7 6$17$$1$&$ 6) ;EͿϮϬϬ>dZ/> DdZEWE>dK ^ZsD/Et>>/E' ;EͿD/E/^W>/dKEE^Z &KZD/Et>>/E' ;EͿ^d/Z^ ;EͿϳϰ^&/d/KE dKD/Et>>/E' ϭϭϬ^&/d/KEdK D/Et>>/E' ;EͿtE/E' Ϯϲ^& , Z ^ W цϳ ϭ ϴ ^ & Wͬ>͗ϱϯ͘ϱϲΖ EKd͗d,WW>/EdͬWZKWZdzKtEZ^,>> Z^WKE^/>&KZKE&/ZD/E'>>y/^d/E' hd/>/dz^DEd^EͬKZ>ZE^ KEͲ^/dd,dDz&&dd,WZK:d͘ ;ͿϲΖ,Dh t>>dK ZD/E ;ͿϲΖ,Dht>> dKZD/E ;ͿD^KEZz&Etͬ W/>^dZ^WZϴͬͲϮdKZD/E ;ͿϮϰΗKy W>DdZ ;ͿW>DdZ ;Ϳ>/&KZE/ Dd/>/:WKWWz &>KtZdZ ;ͿϭϴΗǆϮϰΗ Zt>^^ ;Ϳ'^DdZ 1$'8 :+,*+/$1'6781,7 6$17$$1$&$ 6) ;EͿD/E/^W>/dKEE^Z&KZh ;EͿϮϬϬ>dZ/>DdZE WE>&KZh ;EͿW>EdZhZ ;EͿϭ,Z&/ZZdt>> KEd,/^^/K&d,h ;Ϳ>E^W/E' цϭϲϱ^& ,Z^W ,Z^W ;Ϳ/E/E>hZ>dZ ;Ϳ/E/E>hZ>dZ ;ͿD'^Z Z'KEdZ ϭϱΖǆϭϱΖ ;EͿ;ϭϬͿ&/s'>>KE^,Zh ;EͿ;ϲͿKE'>>KE^,Zh ;ͿϮϰΗKyW>DdZ ;EͿ>E/E' ,Z^W цϵϭϬ^& ϭϮϬϬ^&KWE ^W^,KtE^ 'Zz^K>/,d, )) 3( &,7<2)6$17$$1$ )) ?? 1 D V Q H Z ? G D W D ? S U R M H F W V ? & , 6 D Q W D $ Q D ? - 1 5 R Q $ ' 8 ? $ 5 F K L W H F W ? 3 /2 7 3 / $ 1 G Z J 7 3 0 ': * 7 R 3 ' ) S F 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 W W W s s s s s s W P/L: 119.43' H P U P/L: 53.56' H P U (E) GAS METER (E) MAIN DWELLING AWNINGS 21 SF (E) 24" BOX PALM TREE (N) (6) ONE GALLON SHRUB (E) LANDSCAPING ±1132 SF (E) DRIVEWAY (E) INDIAN LAUREL TREE PILASTERS PER 8/D-2 TO REMAIN (N) (10) FIVE GALLON SHRUB (E) 24" BOX PALM TREE (N ) Ø 3 / 4 " M I N W A T E R L I N E T O B E A T T A C H E D T O (E) MAIN HOUSE WATER METER. MAIN LATERAL SIZE & CAPACITY TO BE VERIFIED IN FIELD. (E) WATER METER W HIGHLAND ST (N) Ø3" ADU SEWER LINE TO BE CONNECTED TO (E) OR UPGRADED MAIN BUILDING Ø4" SEWER LINE. CONTRACTOR TO VERIFY EXISTING SEWER LINE IN THE FIELD. (E) MAIN SEWER LINE. Ø4" MIN. VIF. (E) LANDSCAPING ±165 SF (E) PALM TREE (E) INDIAN LAUREL TREE (E) CALIFORNIA MATILIJA POPPY FLOWER TREE (E) MADAGASCAR DRAGON TREE (E) 18"x24" CRAWL ACCESS (E) MAIN DWELLING: 1401 W HIGHLAND ST, SANTA ANA, CA 92703 (E) EAVE LINE (N) 74 SF ADDITION TO MAIN DWELLING (N) ADU (N) AWNING 26 SF 1401 W HIGHLAND ST UNIT#2, SANTA ANA, CA 92703 985 SF (N) 200A ELECTRICAL METER AND PANEL TO SERVE MAIN DWELLING (N) STAIRS (N) LANDING (N) MINISPLIT CONDENSER FOR MAIN DWELLING (N) EAVE LINE (N) 1HR FIRE RATED WALL ON THIS SIDE OF THE ADU 15'x15' ±1773 SF OPEN SPACE SHOWN AS GRAY SOLID HATCH HARDSCAPE (N) PLANTER CURB (E ) 6 ' H C M U W A L L TO REMAIN HARDSCAPE HARDSCAPE (E) UTILITY POLE (N) OVERHEAD SERVICE DROP FOR ADU FROM UTILITY POLE PER SCE. (N) OVERHEAD SERVICE DROP FOR MAIN DWELLING FROM UTILITY POLE PER SCE.ADJACENT PROPERTY NOT IN SCOPE OF WORK (E ) 6 ' H C M U WALL TO REMAIN (N) 200A ELECTRICAL METER AND PANEL FOR ADU (N) MINISPLIT CONDENSER FOR ADU LANDSCAPING ±1555 SF MULCH AND SUCCULENTS. TYP. 110 SF ADDITION TO MAIN DWELLING (E) GARAGE HARDSCAPE ±910SF AD J A C E N T P R O P E R T Y NO T I N S C O P E O F W O R K P/ L : 1 0 5 . 5 9 ' HA R D S C A P E ±7 1 8 S F P/L : 1 2 8 . 9 3 ' AD J A C E N T P R O P E R T Y NO T I N S C O P E O F W O R K Existing ResidenceExisting Garage Existing Residence Existing Residence PL PL PL PL Proposed ADUAddition Addition B-1 B-2 Geotechnical & Environmental Services 675 N. Eckhoff, Suite # A Orange, CA 92868 Project Location: FIGURE-A-1-1 DATE :01/12/2024 PROJECT NO.:A-9661-24 LEGEND SCALE:1"=20' GEOTECHNICAL PLAN Soil Boring Location 1401 W Highland St, Santa Ana, CA 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 STRUCTURAL CALCULATIONS FOR Main Dwelling Addition and ADU AT 1401 Highland Street Santa Ana, CA 92703 BY Nick Engineering, Inc. 3842 Hendrix Street Irvine, CA 92614 DATE: 02/07/24 1401 W Highland St & #2 - 101118574 & 766/10/2024 DESIGN CRITERIA Design Code: CBC 2022, Chapter 16 ASCE 7-16 UNIT LOADS ROOF DEAD LOADS ROOFING = 5.0 PSF PLYW SHTG = 1.5 PSF FRAMING = 3.5 PSF INSULATION = 1.0 PSF CEILING & MISC = 4.0 PSF DEAD LOAD = 15.0 PSF LIVE LOAD = 20.0 PSF (REDUCIBLE PER CBC 2022, CHAPTER 16) TOTAL LOAD = 35.0 PSF FLOOR DEAD LOAD = 12.0 PSF LIVE LOAD = 40.0 PSF TOTAL LOAD = 52.0 PSF 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)453 @ 0 3281 (1.50")Passed (14%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)368 @ 7"2888 Passed (13%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)707 @ 3' 1 1/2"2390 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.033 @ 3' 1 1/2"0.156 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.060 @ 3' 1 1/2"0.313 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"203 250 453 None 2 - Trimmer - DF 1.50"1.50"1.50"203 250 453 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 4.9 -- 1 - Uniform (PSF)0 to 6' 3"4'15.0 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, HD-1 1 piece(s) 4 x 6 DF No.1 ForteWEB Software Operator Job Notes 10/17/2023 12:51:57 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1000 @ 0 3281 (1.50")Passed (30%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)813 @ 7"2888 Passed (28%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)1562 @ 3' 1 1/2"2390 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.075 @ 3' 1 1/2"0.156 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.133 @ 3' 1 1/2"0.313 Passed (L/563)--1.0 D + 1.0 Lr (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"437 563 1000 None 2 - Trimmer - DF 1.50"1.50"1.50"437 563 1000 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)6' 3" o/c Bottom Edge (Lu)6' 3" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 6' 3"N/A 4.9 -- 1 - Uniform (PSF)0 to 6' 3"9'15.0 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, HD-2 1 piece(s) 4 x 6 DF No.1 ForteWEB Software Operator Job Notes 10/9/2023 8:54:36 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1237 @ 3 1/2"3281 (1.50")Passed (38%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1056 @ 1' 3/4"4856 Passed (22%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3248 @ 5' 6 1/2"6239 Passed (52%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.091 @ 5' 6 1/2"0.262 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.164 @ 5' 6 1/2"0.525 Passed (L/767)--1.0 D + 1.0 Lr (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Hanger on 9 1/4" PSL beam 3.50"Hanger¹1.50"583 720 1304 See note ¹ 2 - Hanger on 9 1/4" PSL beam 3.50"Hanger¹1.50"583 720 1304 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 6" o/c Bottom Edge (Lu)10' 6" o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 1 - Face Mount Hanger U410 2.00"N/A 14-10dx1.5 6-10d 2 - Face Mount Hanger U410 2.00"N/A 14-10dx1.5 6-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)3 1/2" to 10' 9 1/2"N/A 8.2 -- 1 - Uniform (PSF)0 to 11' 1" (Front)6' 6"15.0 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, CB-1 1 piece(s) 4 x 10 DF No.1 ForteWEB Software Operator Job Notes 10/9/2023 5:19:04 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1754 @ 7' 5"7656 (3.50")Passed (23%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1554 @ 6' 6 1/4"4856 Passed (32%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3612 @ 5'6239 Passed (58%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.042 @ 3' 11 1/4"0.181 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.077 @ 3' 11 3/8"0.363 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - DF 3.50"3.50"1.50"519 715 1234 Blocking 2 - Column - DF 3.50"3.50"1.50"779 975 1754 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)7' 7" o/c Bottom Edge (Lu)7' 7" o/c Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 7' 7"N/A 8.2 -- 1 - Uniform (PSF)0 to 7' 7" (Front)12'5.0 10.0 CEILING 2 - Point (lb)5' (Front)N/A 780 780 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, CB-2 1 piece(s) 4 x 10 DF No.1 ForteWEB Software Operator Job Notes 10/9/2023 9:03:52 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)853 @ 2"7656 (3.50")Passed (11%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)575 @ 12' 3 1/2"5263 Passed (11%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3994 @ 5'15519 Passed (26%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.094 @ 5' 11 7/16"0.306 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.181 @ 5' 11 11/16"0.613 Passed (L/810)--1.0 D + 1.0 Lr (All Spans) System : Floor Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/480) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Column - DF 3.50"3.50"1.50"417 436 853 Blocking 2 - Column - DF 3.50"3.50"1.50"294 284 578 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)12' 7" o/c Bottom Edge (Lu)12' 7" o/c Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 12' 7"N/A 10.1 -- 1 - Point (lb)5' (Front)N/A 583 720 Linked from: CB-1, Support 1 Shear (lbs) Tapered End Heel Height Cut Length Cut Slope Location Actual Allowed Result Comments Right End 3 1/2"1' 5 1/4"4/12 12' 3 1/2"-575 5263 Passed (11%) Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, CB-3 1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL ForteWEB Software Operator Job Notes 10/9/2023 7:11:57 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)207 @ 2 1/2"3281 (3.50")Passed (6%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)173 @ 8 9/16"1238 Passed (14%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)403 @ 4' 3 1/2"1060 Passed (38%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.094 @ 4' 3 1/2"0.442 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.171 @ 4' 3 1/2"0.590 Passed (L/622)--1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 5/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"93 114 207 Blocking 2 - Beveled Plate - DF 3.50"3.50"1.50"93 114 207 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 4" o/c Bottom Edge (Lu)9' 4" o/c Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(non-snow: 1.25)Comments 1 - Uniform (PSF)0 to 8' 7"16"15.0 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 9' 5 7/8" MEMBER REPORT PASSED ROOF, RR-1 1 piece(s) 2 x 6 DF No.2 @ 16" OC ForteWEB Software Operator Job Notes 1/12/2024 7:14:50 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)900 @ 13' 5 1/4"3281 (1.50")Passed (27%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)774 @ 12' 10 1/4"3806 Passed (20%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)2085 @ 8' 4 3/8"4152 Passed (50%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.156 @ 7' 8 1/2"0.619 Passed (L/950)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.298 @ 7' 8 3/8"0.825 Passed (L/499)--1.0 D + 1.0 Lr (Alt Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 3.54/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. • At hanger supports, the Total Bearing dimension is equal to the width of the material that is supporting the hanger • ¹ See Connector grid below for additional information and/or requirements. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"263 265 528 Blocking 2 - Hanger on 7 1/4" SYP beam 3.50"Hanger¹1.50"422 478 900 See note ¹ •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)14' o/c Bottom Edge (Lu)14' o/c Connector: Simpson Strong-Tie Support Model Seat Length Top Fasteners Face Fasteners Member Fasteners Accessories 2 - Face Mount Hanger U46X SLD16 2.00"N/A 8-10dx1.5 4-10d •Refer to manufacturer notes and instructions for proper installation and use of all connectors. Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 13' 5 1/4"N/A 6.4 -- 1 - Tapered (PLF)0 to 1' 5"N/A 0.0 to 22.0 0.0 to 28.3 Generated from Roof Geometry 2 - Tapered (PLF)1' 5" to 13' 5 1/4"N/A 0.0 to 92.4 0.0 to 120.2 Generated from Roof Geometry Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 14' 2 1/4" MEMBER REPORT PASSED ROOF, HP-1 1 piece(s) 4 x 8 DF No.1 ForteWEB Software Operator Job Notes 1/12/2024 7:16:19 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1473 @ 2"7656 (3.50")Passed (19%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1223 @ 10 3/4"3806 Passed (32%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3655 @ 5' 3 1/2"4152 Passed (88%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.197 @ 5' 3 1/2"0.512 Passed (L/624)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.366 @ 5' 3 1/2"0.683 Passed (L/336)--1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Column - DF 3.50"3.50"1.50"679 794 1473 None 2 - Column - DF 3.50"3.50"1.50"679 794 1473 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)10' 7" o/c Bottom Edge (Lu)10' 7" o/c Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 10' 7"N/A 6.4 -- 1 - Uniform (PSF)0 to 10' 7" (Front)7' 6"16.2 20.0 ROOF Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, RB-1 1 piece(s) 4 x 8 DF No.1 ForteWEB Software Operator Job Notes 1/12/2024 7:25:53 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1800 @ 2"7656 (3.50")Passed (24%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1785 @ 1' 2 3/4"9516 Passed (19%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)14556 @ 8' 6"22463 Passed (65%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.373 @ 8' 6"0.863 Passed (L/555)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.726 @ 8' 6"1.150 Passed (L/285)--1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - DF 3.50"3.50"1.50"895 905 1800 Blocking 2 - Stud wall - DF 3.50"3.50"1.50"844 845 1689 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)17' 7" o/c Bottom Edge (Lu)17' 7" o/c Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 17' 7"N/A 12.3 -- 1 - Point (lb)8' 6" (Top)N/A 422 478 Linked from: HP-1, Support 2 2 - Point (lb)8' 6" (Top)N/A 422 478 Linked from: HP-1, Support 2 3 - Point (lb)8' 6" (Top)N/A 679 794 Linked from: RB-1, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, CB-4 1 piece(s) 3 1/2" x 11 1/4" 2.2E Parallam® PSL ForteWEB Software Operator Job Notes 1/12/2024 7:53:03 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2127 @ 13' 5"7656 (3.50")Passed (28%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)2116 @ 12' 6 1/4"7824 Passed (27%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)10328 @ 8' 6"15519 Passed (67%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.279 @ 7' 2 13/16"0.663 Passed (L/570)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.536 @ 7' 2 11/16"0.883 Passed (L/297)--1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - DF 3.50"3.50"1.50"634 649 1283 Blocking 2 - Stud wall - DF 3.50"3.50"1.50"1027 1101 2127 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)13' 7" o/c Bottom Edge (Lu)13' 7" o/c Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 13' 7"N/A 10.1 -- 1 - Point (lb)8' 6" (Top)N/A 422 478 Linked from: HP-1, Support 2 2 - Point (lb)8' 6" (Top)N/A 422 478 Linked from: HP-1, Support 2 3 - Point (lb)8' 6" (Top)N/A 679 794 Linked from: RB-1, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, CB-5 1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL ForteWEB Software Operator Job Notes 1/12/2024 7:53:05 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)2049 @ 9' 5"7656 (3.50")Passed (27%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)2040 @ 8' 6 1/4"4856 Passed (42%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)2892 @ 8'6239 Passed (46%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.042 @ 5' 4 11/16"0.463 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.082 @ 5' 4 7/16"0.617 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Stud wall - DF 3.50"3.50"1.50"208 195 403 Blocking 2 - Stud wall - DF 3.50"3.50"1.50"972 1077 2049 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)9' 7" o/c Bottom Edge (Lu)9' 7" o/c Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 9' 7"N/A 8.2 -- 1 - Point (lb)8' (Top)N/A 422 478 Linked from: HP-1, Support 2 2 - Point (lb)8' (Top)N/A 679 794 Linked from: RB-1, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, CB-6 1 piece(s) 4 x 10 DF No.1 ForteWEB Software Operator Job Notes 1/12/2024 7:50:24 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1978 @ 8' 3"3281 (1.50")Passed (60%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1751 @ 7' 4 1/4"4856 Passed (36%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)3839 @ 5' 6 1/16"6239 Passed (62%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.062 @ 4' 3 1/2"0.275 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.116 @ 4' 3 5/8"0.412 Passed (L/852)--1.0 D + 1.0 Lr (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - DF 1.50"1.50"1.50"640 755 1394 None 2 - Trimmer - DF 1.50"1.50"1.50"928 1050 1978 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 3" o/c Bottom Edge (Lu)8' 3" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 8' 3"N/A 8.2 -- 1 - Uniform (PSF)0 to 8' 3"7'15.0 20.0 ROOF 2 - Point (lb)6'N/A 634 649 Linked from: CB-5, Support 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, HD-3 1 piece(s) 4 x 10 DF No.1 ForteWEB Software Operator Job Notes 1/12/2024 7:53:56 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1974 @ 1 1/2"6563 (3.00")Passed (30%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1610 @ 10 1/4"3806 Passed (42%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)2238 @ 1' 6"4152 Passed (54%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.010 @ 1' 8 13/16"0.108 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.019 @ 1' 8 13/16"0.162 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - DF 3.00"3.00"1.50"919 1055 1974 None 2 - Trimmer - DF 3.00"3.00"1.50"761 886 1647 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 6" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 6.4 -- 1 - Uniform (PSF)0 to 3' 6"12'15.0 20.0 ROOF 2 - Point (lb)1' 6"N/A 1027 1101 Linked from: CB-5, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, HD-4 1 piece(s) 4 x 8 DF No.1 ForteWEB Software Operator Job Notes 2/7/2024 8:32:00 PM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3102 @ 3' 4 1/2"6563 (3.00")Passed (47%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)2858 @ 2' 7 3/4"3806 Passed (75%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)2873 @ 1' 6"4152 Passed (69%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.015 @ 1' 9 7/16"0.108 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.028 @ 1' 9 7/16"0.162 Passed (L/999+)--1.0 D + 1.0 Lr (All Spans) System : Wall Member Type : Header Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Trimmer - DF 3.00"3.00"1.50"1078 1244 2322 None 2 - Trimmer - DF 3.00"3.00"1.50"1437 1665 3102 None •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 6" o/c Bottom Edge (Lu)3' 6" o/c Dead Roof Live Vertical Loads Location Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 3' 6"N/A 6.4 -- 1 - Uniform (PSF)0 to 3' 6"8'15.0 20.0 ROOF 2 - Point (lb)1' 6"N/A 972 1077 Linked from: CB-6, Support 2 3 - Point (lb)2' 6"N/A 422 478 Linked from: HP-1, Support 2 4 - Point (lb)2' 6"N/A 679 794 Linked from: RB-1, Support 2 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by Sam Mobed Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED ROOF, HD-5 1 piece(s) 4 x 8 DF No.1 ForteWEB Software Operator Job Notes 1/12/2024 8:02:40 AM UTC Sam Mobed Nick Engineering Inc. (310) 433-7927 smobed@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1401 W Highland St (ADU) Page 1 / 1 1401 W Highland St & #2 - 101118574 & 766/10/2024 CHECK (E) FOOTING Allowable soil bearing = 1000 psf P CB-2 = 1754 lb P CB-3 = 853 lb P TOTAL = 2607 lb Footing area req'd = 2607 =2.61 ft2 1000 DESIGN OF NEW FOOTING Allowable soil bearing = 1000 psf roof wall above W D+L = (0.015 + 0.02) 18/2 + (0.02 x 8) 0.475 k/l Footing width req'd = 475 =0.48 ft 1000 (see page 10) (see page 11) (E) 12" WIDE FOOTING IS OK USE 12" WIDE FOOTING W/ 2-#4 @ TOP & BOT. 1401 W Highland St & #2 - 101118574 & 766/10/2024 1401 W Highland St & #2 - 101118574 & 766/10/2024 SEISMIC DESIGN (ADU) V =SDS x 0.7 x 1.3 WD =0.162 WD (R/I) WHERE:SDS =1.160 R =6.5 I =1.00 Grid Line A' 190 ft2 D WALLS ( 0.015 + 0.01 ) AREA =4.8 K V =0.162 x WD =0.77 K Grid Line B' 80 ft2 D WALLS ( 0.015 + 0.01 ) AREA =2.0 K V =0.162 x WD =0.32 K ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = 1401 W Highland St & #2 - 101118574 & 766/10/2024 Grid Line C' 410 ft2 D WALLS ( 0.015 + 0.01 ) AREA =10.3 K V =0.162 x WD =1.66 K Grid Line D' 225 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.6 K V =0.162 x WD =0.91 K Grid Line 1' 225 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.6 K V =0.162 x WD =0.91 K Grid Line 2' 185 ft2 D WALLS ( 0.015 + 0.01 ) AREA =4.6 K V =0.162 x WD =0.75 K WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = 1401 W Highland St & #2 - 101118574 & 766/10/2024 Grid Line 3' 85 ft2 D WALLS ( 0.015 + 0.01 ) AREA =2.1 K V =0.162 x WD =0.35 K Grid Line 4' 225 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.6 K V =0.162 x WD =0.91 K Grid Line 5' 270 ft2 D WALLS ( 0.015 + 0.01 ) AREA =6.8 K V =0.162 x WD =1.10 K ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = 1401 W Highland St & #2 - 101118574 & 766/10/2024 1'914 8 114 2 320 D'914 21 44 HDU5 722 320 210 2 320 HDU5 63 320 HDU5 321 320 HDU5 NO UPLIFT HDU5 621 UPLIFT # SHEAR FORCE # SHEAR WALL ft WALL LINE UNITS SHEAR plf SHEAR WALL TYPE HOLDOWN TYPE 2'751 7.5 100 320 297HDU5 HDU5 244 A'771 11 70 2 C'1665 10 166 2 B'325 6.5 50 2 HDU5 1092 SHEAR WALL SUMMARY Allowable Shear 320 320 4'914 12 76 2 3'345 9.5 36 2 1 HDU5 5335'1096 11 100 2 1401 W Highland St & #2 - 101118574 & 766/10/2024 UP-LIFT (ROOF) WALL @ LINE A'771 # L = 11 ft 880 8 11 -561 # 264 # -297 # <5645 x 0.75 = 4233 # WALL @ LINE B'325 # L = 6.5 ft 520 8 6.5 -400 # 156 # -244 # <5645 x 0.75 = 4233 # WALL @ LINE C'1665 # L = 10 ft 800 8 10 -1332 # 240 # -1092 # <5645 x 0.75 = 4233 # USE HDU5 ON 4x POST USE HDU5 ON 4x POST USE HDU5 ON 4x POST 1401 W Highland St & #2 - 101118574 & 766/10/2024 WALL @ LINE D'914 # L = 21 ft 1680 8 21 -348 # 504 # NO UPLIFT WALL @ LINE 1'914 # L = 8 ft 640 8 8 -914 # 192 # -722 # <5645 x 0.75 = 4233 # WALL @ LINE 2'751 # L = 7.5 ft 600 8 7.5 -801 # 180 # -621 # <5645 x 0.75 = 4233 # USE HDU5 ON 4x POST USE HDU5 ON 4x POST USE HDU5 ON 4x POST 1401 W Highland St & #2 - 101118574 & 766/10/2024 WALL @ LINE 3'345 # L = 9.5 ft 760 8 9.5 -291 # 228 # -63 # <5645 x 0.75 = 4233 # WALL @ LINE 4'914 # L = 12 ft 960 8 12 -609 # 288 # -321 # <5645 x 0.75 = 4233 # WALL @ LINE 5'1096 # L = 11 ft 880 8 11 -797 # 264 # -533 # <5645 x 0.75 = 4233 # USE HDU5 ON 4x POST USE HDU5 ON 4x POST USE HDU5 ON 4x POST 1401 W Highland St & #2 - 101118574 & 766/10/2024 SEISMIC DESIGN (MAIN DWELLING) V =SDS x 0.7 x 1.3 WD =0.162 WD (R/I) WHERE:SDS =1.160 R =6.5 I =1.00 Grid Line A 50 ft2 D WALLS ( 0.015 + 0.01 ) AREA =1.3 K V =0.162 x WD =0.20 K Grid Line B 50 ft2 D WALLS ( 0.015 + 0.01 ) AREA =1.3 K V =0.162 x WD =0.20 K ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = 1401 W Highland St & #2 - 101118574 & 766/10/2024 Grid Line C 150 ft2 D WALLS ( 0.015 + 0.01 ) AREA =3.8 K V =0.162 x WD =0.61 K Grid Line 1 50 ft2 D WALLS ( 0.015 + 0.01 ) AREA =1.3 K V =0.162 x WD =0.20 K Grid Line 2 225 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.6 K V =0.162 x WD =0.91 K Grid Line 3 215 ft2 D WALLS ( 0.015 + 0.01 ) AREA =5.4 K V =0.162 x WD =0.87 K ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = ROOF TRIB. AREA = WEIGHT OF ROOF = WD = 1401 W Highland St & #2 - 101118574 & 766/10/2024 SHEAR WALL SUMMARY Allowable Shear 320 320 320 310HDU5 HDU5 310 A 203 4 51 2 C 609 7 87 2 B 203 4 51 2 HDU5 528 HDU5 NO UPLIFT HDU5 1650 UPLIFT # SHEAR FORCE # SHEAR WALL ft WALL LINE UNITS SHEAR plf SHEAR WALL TYPE HOLDOWN TYPE 3 873 4 218 3 1 HDU5 876 410 210 2 914 7 131 2 320 1 203 10 20 1401 W Highland St & #2 - 101118574 & 766/10/2024 UP-LIFT (ROOF) WALL @ LINE A 203 # L = 4 ft 320 8 4 -406 # 96 # -310 # <5645 x 0.75 = 4233 # WALL @ LINE B 203 # L = 4 ft 320 8 4 -406 # 96 # -310 # <5645 x 0.75 = 4233 # WALL @ LINE C 609 # L = 7 ft 560 8 7 -696 # 168 # -528 # <5645 x 0.75 = 4233 # USE HDU5 ON 4x POST USE HDU5 ON 4x POST USE HDU5 ON 4x POST 1401 W Highland St & #2 - 101118574 & 766/10/2024 WALL @ LINE 1 203 # L = 10 ft 800 8 10 -162 # 240 # NO UPLIFT WALL @ LINE 2 914 # L = 7 ft 560 8 7 -1044 # 168 # -876 # <5645 x 0.75 = 4233 # WALL @ LINE 3 873 # L = 4 ft 320 8 4 -1746 # 96 # -1650 # <5645 x 0.75 = 4233 # USE HDU5 ON 4x POST USE HDU5 ON 4x POST USE HDU5 ON 4x POST 1401 W Highland St & #2 - 101118574 & 766/10/2024 TWH CO M P A C T - ST A C K A B L E W& D (N) KITCHEN 8' CLG (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 (E) AWNING REF V.R (N) STORAGE 8' CLG (N) BATHROOM 8' CLG (N) LIVING ROOM 8' CLG D/W (N ) B A T H R O O M 8' C L G DN DN (N ) A W N I N G (N) FAMILY ROOM 8' CLG WC H P U MW WH (E) LIVING ROOM (E ) C L O S E T (E ) P O W D E R (E) LAUNDRY (E) BEDROOM (E ) B A T H R O O M (E) BEDROOM (E) BEDROOM (E ) C L O S E T (E) CLOSET (E) CLOSET (E ) C L O S E T (E) CLOSET (E) BEDROOM (E) PATIO COVER (E) ENTRY (E) AWNING (E ) C L O S E T (E ) C L O S E T (E) CLOSET (E) UNPERMITTED ROOM (E) UNPERMITTED ROOM RE F V. R (E) KITCHEN DN (N ) A W N I N G W D A-1 SHEET REV DATE DESCRIPTION 11/14/23A 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 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 . 100ZD FOR SUBMITTAL 02/12/240 100PD FOR B&S SUBMITTAL EXISTING MAIN DWELLING UNIT ADDRESS: 1401 W HIGHLAND ST, 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 CAL IFORNIA 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 PROPOSED ADU ADDRESS: 1401 W HIGHLAND ST, UNIT 2, SANTA ANA, CA 92703 01/21/24B PER PLANNING COMMENTS 01/22/24C FOR PLANNING APPROVAL NEW ADU MAIN DWELLING ADDITION & REMODEL 1 04/01/24 PC1 2 04/16/24 PC2 3 09/10/24 PX3 1 EXISTING FLOOR PLAN (DEMO PLAN) MAIN DWELLING FLOOR PLANS0 4' 4' 8' 1 4" = 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 0 4' 4' 8' 14" = 1'-0" MA X 2 % S L O P E ADDITION AREA APPROX 74 SF ADDITION AREA APPROX ±110 SF x NATURAL LIGHT AND VENTILATION CALCULATIONS: x AREA: ±297 SF WINDOW OPENING AREA: ±27 SF WINDOW GLAZING AREA: ±26.5 SF x NATURAL VENTILATION CALCULATION (%4 REQUIRED): REQUIRED: ±297 SF X %4 = ±11.88 SF PROVIDED: ±27 SF ±27 SF PROVIDED > ±11.88 SF REQUIRED : OK x NATURAL LIGHT CALCULATION (%8 REQUIRED): REQUIRED: ±297 SF X %8 = ±23.76 SF PROVIDED: ±26.5 SF ±26.5 SF PROVIDED > ±23.76 SF REQUIRED : OK 2% S L O P E WORK AREA (N) WOOD FRAMED STAIRS (N) CONCRETE LANDING RE: STRUCTURAL SHEETS (N) TANKLESS WATER HEATER TO BE INSTALLED PER MFR (N) REPLACEMENT WINDOW PER WINDOW SCHEDULE .TYP. (E) WINDOW TO BE REPLACED.TYP. PROVIDE OPENING FOR (N) DOOR.TYP. (E) WALL TO BE REMOVED.TYP. (N) TEMPERED GLASS WINDOW.TYP. (N) WALK-IN SHOWER W/ 6' HIGH NON-ABSORBENT SURFACE ABOVE THE DRAIN LEVEL AT THE SURROUNDING WALLS W/ TEMPERED GLASS DOOR (N) BARN DOOR (E) POST TO BE REMOVED 7 A-3 6 A-3 5 A-3 4 A-3 3 A-3 1 A-3 2 A-3 2 A-4 1 A-4 4 A-43 A-4 (E) DOOR TO BE REMOVED.TYP. (E) WINDOW TO BE REMOVED.TYP. (N) SLIDING DOOR (N) FRENCH DOOR (E) 22.5"x30" ATTIC ACCESS (N) WALK-IN SHOWER W/ 6' HIGH NON-ABSORBENT SURFACE ABOVE THE DRAIN LEVEL AT THE SURROUNDING WALLS W/ TEMPERED GLASS DOOR (N) SHOWER CURB. SEE 10/D-2. TYP. REMOVE BULKHEAD UNDERFLOOR VENTILATION CALCULATION AREA : 1240 SF 1240 / 150 = 8.27 SF : TOTAL REQUIRED FOUNDATION VENT 16" x 6" = 0.69 SF ( 1 FOUNDATION VENT AREA) 8.27 / 0.36 = 12 FOUNDATION VENT REQUIRED (E) 18"x24" CRAWL ACCESS (E) PATIO COVER TO BE REMOVED NOTE: x ALL CONCEALED WORK INSTALL WITHOUT PERMITS MUST BE EXPOSED FOR INSPECTION TO THE SATISFACTION OF THE BUILDING INSPECTOR. THIS INCLUDES METHODS OF ATTACHMENT AND ALL FOOTINGS< STRUCTURAL MEMBERS, MECHANICAL, ELECTRICAL, PLUMBING AND INSULATION. x FOR ROOF SLOPE LESS THAN 4:12, THE USE OF TWO LAYERS OF VAPOR BARRIER IS REQUIRED IN ACCORDANCE WITH (R902.1) WINE COOLER WET BAR (E) STEP (N) 16"x24" CRAWL ACCESS OPENING THROUGH A PERIMETER WALL (N) MINI SPLIT CONDENSER (N) GAS COOKTOP W/ HVI RATED DUCTED DOWNDRAFT HOOD VENTING TO OUTSIDE. MIN. 280CFM 3 (N) 2-GANG METER PANEL, 200A EACH. W/ TYPE 1 OR TYPE 2 SURGE-PROTECTOR. ONE METER TO SERVE SFD, AND ONE TO SERVE THE (N) ADU. (E) POST TO BE REMOVED. RE: STRUCTURAL DRAWINGS. 3 (N) MICROWAVE IN ISLAND 3 REVISION TO: Bldg# 101118574 Bldg# 101120989 APPROVAL: BLDG - CSG Consultants 1401 W Highland St & #210/31/2024 1401 W Highland St & #210/31/2024 1401 W Highland St & #210/31/2024