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Home My WebLink About2617 N Deodar St & Unit# 2 - PlanA1 SHEET: SCALE: DATE: 04/15/2025 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, GRADES, AND SITE CONDITIONS PRIOR TO COMMENCING WORK AND IF ANY DISCREPANCIES ARE FOUND, REPORT TO DESIGNER IMMEDIATELY. 2. DO NOT SCALE DRAWINGS, DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWINGS. 3.ALL WORK AND MATERIAL SHALL CONFORM TO THE REQUIREMENTS OF THE CURRENT ADDITION OF THE LOCAL CODES, AND ORDINANCES AND THE REGULATIONS COVERING THIS CONSTRUCTION 4. CONTRACTOR SHALL VERIFY ALL THE ELECTRICAL, MECHANICAL, PLUMBING ROUGH-IN LOCATIONS FOR ANY SPECIAL EQUIPMENT WITH SUPPLIER OF SUCH EQUIPMENT. 5. CONTRACTOR TO VERIFY ALL EXISTING FOOTINGS, FRAMING, ELECTRICAL, PLUMBING AND MECHANICAL CONDITIONS. 6. CONTRACTOR SHALL PROVIDE ALL NECESSARY BLOCKING, BACKING, AND FRAMING FOR INTERIOR FINISHES, LIGHT FIXTURES, ELECTRICAL UNITS, A/C EQUIPMENT, AND OTHER MISCELLANEOUS ITEMS. 7. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6" WITHIN THE FIRST 10 FT (5%). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIER PROHIBIT 6" OF FALL WITHIN 10 FT, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE [CRC R401.3]. 8. IMPERVIOUS SURFACES WITHIN 10 FT OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING [CRC R401.3 EXCEPTION]. 9.APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. 10. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS AFTER ITS ISSUANCE OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS. 11. AIRPORT NOISE IMPACT ZONE (PART 150): NO. 12. BASIC WIND SPEED: VULT =110 NPH, EXPOSURE C. GREEN BUILDING NOTES 1. ANNUAL SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR A SIMILAR METHOD. 2. WASTE MANAGEMENT PLAN: THE CITY OF ANAHEIM ORDINANCE REQUIRES THAT CONSTRUCTION MATERIALS FROM NEW CONSTRUCTION, REMODELING, OR DEMOLITION SHALL BE IDENTIFIED FOR REUSE, RECYCLING, OR DISPOSAL. THE INTENT IS TO REUSE OR RECYCLE AT LEAST 65% OF CONSTRUCTION WASTE. 3. AT ROUGH INSTALLATION OR DURING STORAGE ON THE SITE AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER ACCEPTABLE METHODS TO REDUCE DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM. 4. ALL FINISH MATERIALS, SUCH AS ADHESIVES, SEALANTS, CAULKS, PAINTS, AEROSOL PAINTS, COATINGS, CARPET SYSTEMS, RESILIENT FLOORING SYSTEMS AND COMPOSITE WOOD PRODUCTS SHALL CONFORM TO THE VOC AND FORMALDEHYDE LIMITS SET FOR IN SECTION 4.502.2, 4.504.3, 4.504.4, 4.504.4, 4.504.5 AND TABLES 4.504.1, 4.504.2, 4.503.3 AND 4.504.5 5. EXHAUST FANS IN BATHROOMS (ROOMS WHICH CONTAIN A BATHTUB, SHOWER, OR TUB/ SHOWER COMBINATION) SHALL COMPLY WITH THE FOLLOWING. A. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. B. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, THE FAN MUST BE CONTROLLED BY A HUMIDITY CONTROL. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80%. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO AN EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL. ADDITIONAL NOTES: 1 . ALL NEW DOORS AND WINDOWS MUST COMPLY WITH BUILDING SECURITY STANDARDS. 2 . BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET. 3. ALL WORK TO BE EXPOSED FOR INSPECTION. 4. ALL PROPOSED COLORS AND MATERIALS SHALL MATCH EXISTING (I.E. ROOF, SIDING, STUCCO, WINDOW TRIM, ETC.) 5. BUILDING SECURITY REGULATIONS: FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE-MONTH PERIOD EXCEED FIFTY (50 %) PERCENT OF THE VALUE OF ANY EXISTING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. PAGE TABLE LABEL TITLE A1 PROJECT INFORMATION A2 (E) SITE PLAN A3 (N) SITE PLAN A3.1 (N) 1ST. FLOOR PLAN PRIMARY HOUSE A4 (N) ADU FLOOR PLAN A5 ELEVATIONS A6 ELEVATIONS A7 ELEVATIONS A8 ARCHITECTURAL DETAILS S.0 GENERAL NOTES S1 FOUNDATION PLAN & ROOF FRAMING PLAN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS E1 ELECTRICAL PLAN & NOTES MC1 (E) ROOF PLAN & MECHANICAL PLAN PB1 PLUMBING PLAN & NOTES PB2 PLUMBING NOTES T24.1 TITLE 24 T24.2 TITLE 24 PROJECT DESCRIPTION: CONVERT EXISTING GARAGE INTO AN NEW 387 SQ.FT. ADU, EXISTING STRUCTURE TO REMAIN, CEILING JOIST TO BE ADDED TO THE STRUCTURE ALONG WITH STUCCO FINISH ON THE EXTERIOR. APPLICABLE BUILDING CODES: 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CITY OF SANTA ANA MUNICIPAL CODE 2022 TITLE 24 ENERGY CODE 2022 CGBC CODE ANALYSIS: APN: 39627312 TYPE OF CONSTRUCTION: V-B ZONING: R-3 NUMBER OF STORIES: ONE STORY FIRE SPRINKLERS: N/A FEMA DESIGNATED FLOOD ZONE: THE PROPERTY IS LOCATED IN “ZONE X” (MINIMUM FLOOD ZONE HAZARD). CONSULTANT INFORMATION: COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 714-797-9312 COMPASDESIGNSERVICES@GMAIL.COM AREA SUMMARY (E) MAIN HOUSE = 1,373 SQ. FT. NEW ADU = 387 SQ. FT. TOTAL USED AREA = 1,760 SQ. FT. TOTAL LOT AREA = 10,730 SQ. FT. LOT COVERAGE PERCENTAGE: 1,760/ 10,730 = 0.16 * 100= 16% ADU SQ.FT RATIO CALCULATION: 387 / 1,373 = 0.28 * 100= 28% ENERGY DESIGNER: CARSTAIRS ENERGY INC. 805.904.9048 BRITAINI@CARTAIRSENERGY.COM PARKING TABULATION: HOUSE DRIVEWAY 3 HOUSE GARAGE 0 ADU 0 (EXEMPT; BUS STOP LESS THAN 0.5 MILES) TOTAL 3 OWNER INFORMATION: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC 6 04/15/2025 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ VECINITY MAP PROJECT INFORMATION BUS STOP PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 Juan Orellana Bldg #101119933 APPROVALS: PLNG - F. Arias BLDG - CSG POLICE - B. Martin PUBLIC WORKS - Y. Soto SHEET: SCALE: DATE: 11/25/2024 Re v i s i o n T a b l e Nu m b e r Da t e Re v i s e d B y De s c r i p t i o n CO M P A ' S D E S I G N S E R V I C E S 94 9 N . I R O Q U O I S A V E . AN A H E I M , C A 9 2 8 0 1 JU A N O R E L L A N A _ _ _ _ _ _ _ _ _ _ _ _ _ PR O J E C T N A M E : MA N U E L & M A R I A C A S A S AD D R E S S : 26 1 7 D E O D A R S T . U N I T #2 , S A N T A A N A , C A 9 2 7 0 5 1 10 / 2 7 / 2 0 2 3 JO PL A N N I N G 2 10 / 3 1 / 2 0 2 4 JO PL A N N I N G 3 03 / 0 8 / 2 0 2 4 JO BP 4 04 / 0 2 / 2 0 2 4 JO PC C 5 25 / 1 1 / 2 0 2 4 JO PC C 9NONE SCALE: 11NONE SCALE: 14NONE SCALE: 10NONE SCALE:6NONE SCALE: 7NONE SCALE: 2NONE SCALE: NOT USE 4NONE SCALE:1NONE SCALE: 3NONE SCALE: HOLD-DOWN SCHEDULE 12NONE SCALE: 5NONE SCALE:WINDOW STRAP AT SHEAR WALL SHEARWALL SCHEDULE8NONE SCALE: 13NONE SCALE: NOT USENOT USE NOT USE NOT USE NOT USE NOT USENOT USENOT USENOT USE NOT USE A10 ST R U C T U R A L DE T A I L S B24R SB48 B24R B24R BCB24R RB45 B2448R B24R SB48 B24R B24R BCB24R RB45 B2448R WH W2436R W2436R W2436R W2436R W2436R W2436R W2436R 3030LS 6030LS 8068 3068 7640TS 6030LS 3040LS 5030LS 3068 3030LS 6030LS 14080 3068 2668 2668 2668 2668 2668 2668 2168 31168 2668 2668 2668 2668 8068 6150 3068 1668 5068 5068 1868 P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L E1 A6 E1 A6 ELEVATION 1 E2E2 ELEVATION 2 E3 A7 E3 A7 ELEVATION 3 E4 A5 E4 A5 ELEVATION 4 25'-6" 4'-11" 6' 5'-7" 1'-11" 7'-6" 1'-7" 3' 4" 7'-3" 8' 6'-1" 16'-6" 14'-4" 21'-4" 52'-2" 12' 10'-3" 15'-10" 61'-2" 26'-1" 50'-6" 21' 2'-1" 14' 2'-1" 18'-2" 52'-2" 7'-4" 3'-4" 6' 3'-7"7" 3'9"4" 3'9"1'-6" 5'1'-10"9" 3' 7" 6'-1"2'-4" 10'-7" 4'-4"4'-1" 8'-4" 4'-4" 1'-7"6' 1'-6"1'3'3' 21'-1" 9'-1" 7' 9'-11" 47'-1" 38'-10" 43'-10" 142'-9" 147'-2" 9'-1" X 16'-0" 11'-0" X 11'-8" 17'-2" X 20'-7" 3'-8" X 15'-5" 11'-11" X 12'-1" 9'-8" X 20'-6" 8'-9" X 10'-7" 13'-1" X 14'-0" 17'-2" X 4'-5" 12'-0" X 8'-0" 2'-3" X 2'-11" 2'-8" X 12'-1" GARAGE BEDROOM 2 BEDROOM 3 BEDROOM 4 MASTER BEDROOM LIVING HALL DINING KITCHEN PORCH CLOSET LAUNDRY 4X4 POST 4X4 POST N A2 SHEET: SCALE: DATE: 11/25/2024 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (E) SITE PLAN SCALE: 1/8" = 1'-0" (E) SITE PLAN PROPERTY LINE PROPERTY LINE PROPERTY LINEBACK YARD FRONT YARD DRIVEWAY 1/8" = 1'-0" DEODAR ST. COSTA MESA FWY (E) GARAGE TO BE CONVERTED INTO A NEW 387 SQ. FT. ADU (E) GAS METER (E) WATER METER (E) 6' HIGH WOODEN FENCE (E) 6' HIGH CMU BLOCK WALL FENCE (E) 10' HIGH CMU BLOCK WALL FENCE (E) 6' HIGH CMU WALL (E) 6' X 6' PREFABRICATED SHED (E) WATER HEATER TO BE REPLACE (E) HOUSE (E) 5' HIGH CMU WALL TO BE REMOVED (E) POWER METER PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 N B24R SB48 B24R B24R BCB24R RB45 B2448R B24R B21R SB48 B15R B24R SB48 B24R B24R BCB24R RB45 B2448R B24R B21R SB48 B15R U301890 WH W2436R W2436R W2436R W2436R W2436R W2436R W2436R W1636R W2136R W2436R W2724 3030LS 6030LS 8068 3068 7640TS 6030LS 3040LS 5030LS 3068 3030LS 6030LS W04W04 W02W02 W03W03 W03W03 2668 2668 D02D02 2668 2668 2668 2668 2168 5068 5068 2668 2668 2668 2668 8068 W01W01 D01D01 D03D03 D04D04 1668 1868 31168 P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L 30X22 ATTIC ACCESS GFCIGFCI GFCIGFCI CO/SD GFCIGFCI GFCIGFCI GFCIGFCI GFCIGFCI R R R R 3 GFCIGFCI GFCIGFCI GFCI GFCI VS R R 3 EP E5 A8 E5 A8 ELEVATION 5 E1 A6 E1 A6 ELEVATION 1 E2E2 ELEVATION 2 E3 A7 E3 A7 ELEVATION 3 E4 A5 E4 A5 ELEVATION 4 4'-11" 6' 5'-7" 1'-11" 7'-6" 1'-7" 3' 4" 7'-3" 8' 6'-1" 16'-6" 14'-4" 21'-4" 52'-2" 10'-8" 10'-3" 15'-10" 61'-2" 26'-1" 50'-6" 4'-2" 4' 4' 4' 2' 18'-2" 52'-2" 7'-4" 3'-4" 6' 3'-7"7" 3'9"4" 3'9"1'-6" 5'1'-10"9" 3' 7" 6'-1" 12'-11" 4'-4"4'-1" 8'-4" 4'-4" 11'-4" 3'8'-4" 6' 1'-6"1'3'3' 21'-1" 9'-1" 7' 9'-11" 47'-1" 38'-10" 4' 21' 1'-6" 30" 9'-1" X 16'-0" 9'-3" X 11'-7" 3'-8" X 15'-5" 11'-11" X 12'-1" 9'-8" X 20'-6" 8'-9" X 12'-4" 13'-1" X 14'-0" 6'-0" X 8'-0" 17'-2" X 4'-5" 1'-5" X 5'-5" 12'-0" X 8'-0" 2'-11" X 2'-3" 3'-0" X 6'-5" BEDROOM 2 BEDROOM 3 BEDROOM 4 MASTER BEDROOM LIVING HALL DINING KITCHEN PORCH BATH LAUNDRY LAUNDRY CLOSET VS 4X4 POST 4X4 POST A3 SHEET: SCALE: DATE: 04/15/2025 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC 6 04/15/2025 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (N) SITE PLAN (N) SITE PLAN SCALE: 1/8" = 1'-0" PROPERTY LINE PROPERTY LINE PROPERTY LINE BACK YARD FRONT YARD DRIVEWAY DEODAR ST. COSTA MESA FWY 1/8" = 1'-0" (E) GARAGE TO BE CONVERTED INTO A (N) 387 SQ. FT. ADU (E) GAS METER (E) WATER METER (E) 6' HIGH CMU BLOCK WALL FENCE (E) 6' HIGH CMU BLOCK WALL FENCE (E) 10' HIGH CMU BLOCK WALL FENCE (E) 6' HIGH WOODEN FENCE (E) 6'X6' PREFABRICATED SHED (N) TANKLESS WATER HEATER (E) HOUSE (N) A/C DUCTLESS FAN (N) ADU CONDENSING UNIT (E) POWER METER PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 Juan Orellana (E) WATER HEATER B24R SB48 B24R B24R BCB24R RB45 B2448R B24R B21R SB48 B15R B24R SB48 B24R B24R BCB24R RB45 B2448R B24R B21R SB48 B15R U301890 WH W2436R W2436R W2436R W2436R W2436R W2436R W2436R W1636R W2136R W2436R W2724 E5 A8 E5 A8 ELEVATION 5 E1 A6 E1 A6 ELEVATION 1 E2E2 ELEVATION 2 E3 A7 E3 A7 ELEVATION 3 BEDROOM 2 BEDROOM 3 BEDROOM 4 MASTER BEDROOM LIVING HALL DINING KITCHEN PORCH BATH LAUNDRY LAUNDRY CLOSET N B24R SB48 B24R B24R BCB24R RB45 B2448R B24R SB48 B24R B24R BCB24R RB45 B2448R WH W2436R W2436R W2436R W2436R W2436R W2436R W2436R E1 A6 E1 A6 ELEVATION 1 E2E2 ELEVATION 2 E3 A7 E3 A7 ELEVATION 3 GARAGE BEDROOM 2 BEDROOM 3 BEDROOM 4 MASTER BEDROOM LIVING HALL DINING KITCHEN PORCH CLOSET LAUNDRY N A3.1 SHEET: SCALE: DATE: 04/15/2025 Revision Table Number Date Revised By Description 1 01/31/2024 JO PLANNING 2 03/08/2024 JO BP 3 04/02/2024 JO PCC 4 11/25/2024 JO PCC 5 04/15/2025 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (N) 1ST FLOOR PLAN - PRIMARY HOUSE SCALE: 1/4" = 1'-0" (E) 1ST FLOOR PLAN PRIMARY HOUSE (N) 1ST. FLOOR PLAN - PRIMARY HOUSE 12 (E) WATER HEATER TO REMAIN (E) HOUSE (N) 387 SQ. FT. ADU (E) FURNACE (N) A/C DUCTLESS FAN (E) 1ST FLOOR PLAN - PRIMARY HOUSE SCALE: 1/4" = 1'-0" IMAGES OF EXTERIOR FACADES (E) 1ST. FLOOR PLAN - PRIMARY HOUSE (E) HOUSE (E) GARAGE TO BE CONVERTED INTO A (N) 387 SQ. FT. ADU (E) FURNACE (E) WATER HEATER (N) ADU CONDENSING UNIT 1/4" = 1'-0" PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 3 EXTERIOR WALL DEMOLITION AREAS FOR NEW WINDOWS EXTERIOR WALL DEMOLITION AREAS FOR NEW WINDOWS (E) DOOR TO BE REPLACED WITH NEW DOOR FOR ADU (E) DOOR TO BE REMOVED & WALL TO BE CLOSED OFF Juan Orellana (E) GAS METER (N) ADU TANKLESS WATER HEATER B24R B21R SB48 B15R B24R B21R SB48 B15R W1636R W2136R W2436R W2724 3040LS W04W04 W02W02 W03W03 W03W03 D02D02 W01W01 D01D01 D03D03 D04D04 31168 30X22 ATTIC ACCESS GFCIGFCI GFCIGFCI CO/SD GFCIGFCI GFCIGFCI GFCIGFCI GFCIGFCI R R R R 3 GFCIGFCI GFCIGFCI GFCI GFCI VS R R 3 EP E5 A8 E5 A8 ELEVATION 5 E1 A6 E1 A6 ELEVATION 1 4'-2" 4' 4' 4' 2' 18'-2" 52'-2" 7'-4" 1'-10"9" 3' 7" 4'-4" 11'-4" 3'8'-4" 21'-1" 9'-1" 47'-1" 21' 1'-6" 30" 9'-3" X 11'-7" 8'-9" X 12'-4" 6'-0" X 8'-0" 1'-5" X 5'-5" 3'-0" X 6'-5" BEDROOM 2 BEDROOM 3 BATH LAUNDRY CLOSET VS 4X4 POST N DOOR SCHEDULE NUMBER LABEL QTY FLOOR SIZE R/O DESCRIPTION U-FACTOR D01 3068 1 1 3068 R EX 38"X83"EXT. HINGED-DOOR E21 0.3 D02 2668 1 1 2668 R IN 32"X82 1/2"HINGED-DOOR P04 0.3 D03 4068 1 1 4068 L/R 50"X82 1/2"4 DR. BIFOLD-LOUVERED 0.3 D04 41068 1 1 41068 L/R 60"X82 1/2"4 DR. BIFOLD-LOUVERED 0.3 WINDOW SCHEDULE NUMBER LABEL QTY FLOOR SIZE R/O EGRESS DESCRIPTION U-FACTOR SHGC TEMPERED W01 2030LS 1 1 2030LS 25"X37"LEFT SLIDING 0.3 0.23 YES W02 2030RS 1 1 2030RS 25"X37"RIGHT SLIDING 0.3 0.23 W03 4040LS 2 1 4040LS 49"X49"LEFT SLIDING 0.3 0.23 W04 3030LS 1 1 3030LS 37"X37"LEFT SLIDING 0.3 0.23 (E) EXTERIOR WALL (N) EXTERIOR WALL (E) INTERIOR WALL (N) INTERIOR WALL A4 SHEET: SCALE: DATE: 11/25/2024 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (N) ADU - FLOOR PLAN SCALE: 1/2" = 1'-0" (N) ADU FLOOR PLAN 1.) EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR. PROVIDE EMERGENCY ESCAPE AND RESCUE OPENING FOR EVERY SLEEPING ROOM. CRC R310. SHOW THAT BEDROOM WINDOW COMPLIES 2). “CARBON MONOXIDE ALARM SHALL BE INTERCONNECTED HARD-WIRED WITH BATTERY BACKUP.” E. BATTERY CARBON MONOXIDE ALARM IS PERMITTED IN EXISTING DWELLING UNITS WHERE NO CONSTRUCTION IS TAKING PLACE. 3). THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION. MAX. U- FACTOR: 0.30 MAX. SHGC: 0.23 ENERGY CODE REQUIREMENTS: (TABLE 150.1-A) 4). ADU ADDRESSING - BUILDING SHALL HAVE APPROVED ADDRESS NUMBERS (CRC R319.1) IN A POSITION THAT IS PLAINLY VISIBLE FROM THE STREET FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE A MINIMUM 4 INCHES HIGH AND 1/2 INCH STROKE WIDTH. SHOW ON ELEVATION. A. IF ILLUMINATED; COMPLY WITH CALIFORNIA ENERGY CODE SECTION 140.8; OR B. SIGN SHALL CONSUME NO MORE THAN 5 WATTS OF POWER AS DETERMINED ACCORDING TO SECTION 130.0(C) (15) 5). VAPOR RETARDER IS REQUIRED OVER (E) GARAGE SLAB AS REQUIRED IN SECTION R506.2.3. PROVIDE REDGARD WATERPROOFING AND CRACK PREVENTION MEMBRANE. APPLICATION PER ICC - ESR#1413. 6). THE EXTERIOR LANDING OR FINISHED FLOOR SHALL NOT BE MORE THAN 7 3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LOVER LANDING OR FLOOR. GENERAL NOTES HERS ITEMS LIST (N) WINDOWS AND DOORS SCHEDULE 1/2" = 1'-0" (N) A/C DUCTLESS FAN (N) PREFABRICATED SHOWER WITH GRAB BARS SEE AGING-IN PLACE REQUIREMENTS NOTES.EXHAUST FAN (50 CFM) WITH HUMIDITY CONTROL WITH LED LIGHT (HIGH EFFICACY) FAN WITH LED LIGHT (HIGH EFFICACY) EXTERIOR LIGHT W/PHOTO SENSOR CONTROL AND MOTION DETECTOR 6" RECESSED LED LIGHT (HIGH EFFICACY) VANITY LED LIGHT (HIGH EFFICACY) CEILING MOUNTED LED LIGHT (HIGH EFFICACY) 1. DOORBELL BUTTONS - DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. (CRC R327.1.4) 2. AGING-IN-PLACE ELEMENTS - AT LEAST ONE BATHROOM ON THE ENTRY LEVEL (SEE DEFINITION) SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH CRC R327.1. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH CRC R327.1. 3. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. REINFORCEMENT SHALL NOT BE LESS THAN 2X8 NOMINAL LUMBER (1-1/2 INCH BY 7-1/4 INCH ACTUAL DIMENSION) OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES AND 39-1/4 INCHES ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 4. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 5. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 6. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM. EXCEPTIONS: I. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY, OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY. II. REINFORCEMENT SHALL NOT BE REQUIRED IN WALL FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORY- INSTALLED GRAB BARS OR WHEN FACTORY- INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED. III. SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. IV. BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF REINFORCEMENT SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR- MOUNTED GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. V. REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS. DOCUMENTATION FOR GRAB BAR REINFORCEMENT - INFORMATION AND/ OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.4. (CRC R327.1.1.1) AGING-IN PLACE REQUIREMENTS 1HR FIRE RATED WALL 1HR FIRE RATED WALL 1 A8 1 A8 PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 WALL LEGEND (N) 4'W X 3'D CONCRETE LANDING: WITH ELEVATION OF 1-1/2" FROM THE TOP OF THE THRESHOLD TO TOP OF CONCRETE LANDING. SEE NOTE 6 FROM GENERAL NOTES. SHOWER WALLS SHALL BE FINISHED WITH A NON- ABSORBENT SURFACE TO A HEIGHT OF 72 ABOVE THE FLOOR. UTILIZE FIBERMAT REINFORCED CEMENT BACKER BOARD AS A BASE FOR TILE. ENCLOSURE DOORS AND / OR PANELS SHALL BE TEMPERED GLASS. 1. ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. EXCEPTIONS: I. DEDICATED RECEPTACLE OUTLETS; FLOOR RECEPTACLE OUTLETS; CONTROLS MOUNTED ON CEILING FANS AND CEILING LIGHTS; AND CONTROLS LOCATED ON APPLIANCES. II. RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE ON A WALL SPACE WHERE THE DISTANCE BETWEEN THE FINISHED FLOOR AND A BUILT-IN FEATURE ABOVE THE FINISH FLOOR, SUCH AS A WINDOW, IS LESS THAN 15 INCHES. 2. ADDS AUTO-OFF CONTROLS FOR LIGHTING CONTROLS IN DRAWERS AND CABINETS. 3. UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM THE CEILING LIGHTING. 4. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL- MOUNTED DIMMING CONTROLS. ELECTRICAL OUTLET AND SWITCH NOTES:VAPOR RETARDER IS REQUIRED OVER (E) GARAGE SLAB AS REQUIRED IN SECTION R506.2.3. PROVIDE REDGARD WATERPROOFING AND CRACK PREVENTION MEMBRANE, C-CURE PRO-RED WATERPROOFING AND ANTI- FRACTURE MEMBRANE, AND JAMBO WATERPROOFING MEMBRANE APPLICATION PER ICC-ESR#1413 16'-2" 13' 15'-3" 3040LS 5030LS W03W03 6030LS W03W03 3030LS 16'-2" 13' 15'-3" 3040LS 5030LS W03W03 6030LS W03W03 3030LS (E) ROOF PITCH 4 12 (E) ROOF PITCH 4 12 (E) 6' HIGH WOODEN FENCE (E) 6' HIGH WOODEN FENCE (E) ASPHALT SHINGLE (E) ASPHALT SHINGLE A5 SHEET: SCALE: DATE: 11/25/2024 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (E) SOUTHWEST ELEVATION (N) SOUTHWEST ELEVATION ELEVATIONS (N) WINDOW(N) WINDOW (E) WINDOW (E) WINDOW (E) WINDOW (E) WINDOW(E) DOOR (E) GARAGE DOOR(E) DOOR (E) WINDOW(E) WINDOW(E) WINDOW (E) WINDOW 1/4" = 1'-0" (E) SAND FINISHED STUCCO W/PAINT (TYP.) (N) SAND FINISHED STUCCO W/PAINT (TYP.) (E) SAND FINISHED STUCCO W/PAINT (TYP.) (E) GARAGE TO BE CONVERTED INTO A NEW 387 SQ. FT. ADU (E) HOUSE (E) HOUSE (N) 387 SQ. FT. ADU (N) WINDOW TRIM TO MATCH EXISTING (E) 6' HIGH CMU BLOCK WALL FENCE (E) 6' HIGH CMU BLOCK WALL FENCE (E) 10' HIGH CMU BLOCK WALL (E) 5' HIGH CMU WALL TO BE REMOVED (E) 10' HIGH CMU BLOCK WALL FENCE PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 16'-2" 13' W01W01 6030LS 3030LS 16'-2" 13' W01W01 6030LS 3030LS (E) ROOF PITCH 4 12 (E) ROOF PITCH 4 12 (E) 6' HIGH WOODEN FENCE (E) 6' HIGH WOODEN FENCE (E) ASPHALT SHINGLE (E) ASPHALT SHINGLE A6 SHEET: SCALE: DATE: 02/04/2024 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (E) SOUTHEAST ELEVATION (N) SOUTHEAST ELEVATION ELEVATIONS(E) WINDOW (E) WINDOW (E) WINDOW(E) WINDOW (N) WINDOW(E) DOOR 1/4" = 1'-0" (E) SAND FINISHED STUCCO W/PAINT (TYP.) (E) SAND FINISHED STUCCO W/PAINT (TYP.) (N) SAND FINISHED STUCCO W/PAINT (TYP.) (E) SAND FINISHED STUCCO W/PAINT (TYP.) (E) GARAGE TO BE CONVERTED INTO A NEW 387 SQ. FT. ADU (N) 387 SQ. FT. ADU (E) HOUSE (E) HOUSE (E) DOOR (N) WINDOW TRIM TO MATCH EXISTING (N) CONDENSING UNIT (E) POWER METER (E) POWER METER PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 13' 15'-3" 16'-2" W04W04W02W02 13' 15'-3" 16'-2" W04W04W02W02 (E) ROOF PITCH 4 12 (E) ROOF PITCH 4 12 (E) ASPHALT SHINGLE (E) ASPHALT SHINGLE A7 SHEET: SCALE: DATE: 04/15/2025 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC 6 04/15/2025 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (E) NORTHWEST ELEVATION (N) NORTHWEST ELEVATION ELEVATIONS (N) WINDOW 1/4" = 1'-0" (E) SAND FINISHED STUCCO W/PAINT (TYP.) (E) SAND FINISHED STUCCO W/PAINT (TYP.) (N) SAND FINISHED STUCCO W/PAINT (TYP.) (E) GARAGE TO BE CONVERTED INTO A NEW 387 SQ. FT. ADU (N) 387 SQ. FT. ADU (E) HOUSE (E) HOUSE (E) POWER POLE (E) POWER POLE (E) POWER METER (E) POWER METER (E) GAS METER (E) GAS METER (N) WINDOW (N) WINDOW TRIM TO MATCH EXISTING (E) 6' HIGH CMU BLOCK WALL FENCE (E) 6' HIGH CMU BLOCK WALL FENCE (E) PORCH PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 Juan Orellana (N) TANKLESS WATER HEATER TM PENETRATIO N 3M FIRE BARRIER SEALANT CP 25 WB+ WALL ASSEMBLY W02W02 3040LS 8'-1"W02W02 3040LS A8 SHEET: SCALE: DATE: 04/15/2025 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC 6 04/15/2025 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ 13 2 1.) 2 LAYERS OF GRADE D PAPER UNDER STUCCO WHEN OVER WOOD SHEATHING 2.) ONE LAYER OF NO. 15 ASPHALT FELT, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT OR OTHER APPROVED WATER-RESISTIVE BARRIER, IS REQUIRED FOR THE EXTERIOR. SUCH MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2" AND WHERE JOINTS OCCUR, THE MATERIAL SHALL BE LAPPED NOT LESS THAN 6 INCHES. WHERE APPLIED OVER WOOD BASED SHEATING, A PERFORMANCE AT LEAST EQUIVALENT TO TWO LAYERS OF GRADE D PAPER IS REQUIRED. 3.) ROOF COVERING FOR NEW AND RECONSTRUCTION SHALL BE A CLASS A OR CLASS B ROOF ASSEMBLY 4.) INSTALLATION OF ROOF SHALL BE IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATION 5.) ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE ATTIC SPACE. A NET FREE VENTILATION AREA OF NOT LESS THAN 1/150 OF THE SPACE VENTILATED. (SEE SHEET A8 FOR CALCULATIONS) 6.) A MINIMUM OF 1 INCH IS REQURED BETWEEN THE PLYWOOD AND THE INSULATION AND THE EAVE VENTS 7.) ASPHALT SHINGLES SHALL BE USED ONLY ON ROOF SLOPES OF TWO UNITS VERTICAL IN 12 UNITS HORIZONTAL (2:12) OR GREATER. R905.2.2 TYP. WATER RESISTIVE BARRIER DETAIL5 SECTION STC 50 SOUND RATED & 1 HR. FIRE RATING PARTITION WALL ASSEMBLIES ARCHITECTURE DETAILS PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 PIPE PENETRATION AT WALL FIRE (N) R-15 INSULATION (N) R-15 INSULATION (N) 1/2 DRYWALL (N) 1/2 DRYWALL (N) 1/2 DRYWALL (N) CEILING (N) R-30 TYP. @ CEILING Juan Orellana 6" R-13 INSULATION PTDF SILL WITH 5/8"⌀ ANCHOR BOLTS 6' O.C. AND 12" FROM ENDS., U.N.O. (E) LEVELING SAND 1/2" DRYWALL 2x4 STUDS @ 16" O.C. 14# FELT MOISTURE BARRIER 2 - #4 REBAR TOP AND BOTTOM STUCCO WEEP SCREED. STUCCO W/ WIRE MESH 3/8" CDX PLYWOOD W/ 8d @ 6.6.12 (E) 4" CONCRETE SLAB WITH #4 BARS AT THE BOTTOM. V.I.F. IN EPOXY MIN. 6" DEEP. SET REBAR DRILL A 3/4"⌀ HOLE @ 18" O.C. INTO (N) FOOTING #4 x 24" DOWEL REDGARD WATERPROOF COATING, PER ESR 1413. (E) F.G. (N) LEVELING CONC FILL OVER (E) SLAB 4" WX 6" H CONC CURB W/(1) - #4 CONTI. 12" 4" 24 " 4" 6" 8" TYP. STUD WALL FRAMING DETAIL TYP. STUD WALL INTERSECTION TYP. NON-BEARING WALL SLAB6 TYP. STUD WALL FRAMING DETAIL CEILING JOIST DETAIL 3 2 4 5 10987LUMBER MATERIAL SPECS TYP. NON-BEARING WALL TO CEILING A9 ST R U C T U R A L DE T A I L S SHEET: SCALE: DATE: 11/25/2024 Re v i s i o n T a b l e Nu m b e r Da t e Re v i s e d B y De s c r i p t i o n CO M P A ' S D E S I G N S E R V I C E S 94 9 N . I R O Q U O I S A V E . AN A H E I M , C A 9 2 8 0 1 JU A N O R E L L A N A _ _ _ _ _ _ _ _ _ _ _ _ _ PR O J E C T N A M E : MA N U E L & M A R I A C A S A S AD D R E S S : 26 1 7 D E O D A R S T . U N I T #2 , S A N T A A N A , C A 9 2 7 0 5 1 10 / 2 7 / 2 0 2 3 JO PL A N N I N G 2 10 / 3 1 / 2 0 2 4 JO PL A N N I N G 3 03 / 0 8 / 2 0 2 4 JO BP 4 04 / 0 2 / 2 0 2 4 JO PC C 5 25 / 1 1 / 2 0 2 4 JO PC C Ju a n O r e l l a n a CONCRETE MATERIAL SPECSWEEP SCREED DETAIL 4 : 1 2 4 : 1 2 1' CJ - 1 RR - 1 RR - 1 (E) 2 X R I D G E B D T O R E M A I N 4X4 H D R 4X4 H D R 4X4 H D R 4X4 H D R 4X 4 H D R 4X 4 H D R CJ - 2 1' 1' 1' 1' (E) 12" WX 18"D (V.I.F) (E) 12" WX 18"D (V.I.F) (E) 12" WX 18"D (V.I.F) (N) 12" WX 24"D (V.I.F) 7 A9 3 A9 5 A9 5 A9 5 A9 VAPOR RETARDER IS REQUIRED OVER (E) GARAGE SLAB AS REQUIRED IN SECTION R506.2.3. PROVIDE REDGARD WATERPROOFING AND CRACK PREVENTION MEMBRANE, C-CURE PRO-RED WATERPROOFING AND ANTI-FRACTURE MEMBRANE, AND JAMBO WATERPROOFING MEMBRANE APPLICATION PER ICC-ESR#1413 FOUNDATION PLAN ROOF PLAN SLAB REPAIR MINIMUM FOUNDATION CONSTRUCTION REQUIREMENTS UNDER EXEMPTIONS #5 ABOVE: 1.DEPTH OF FOUNDATIONS BELOW THE NATURAL GRADE SHALL NOT BE LESS THAN 18 INCHES. 2.CONTINUOUS FOUNDATION SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 REINFORCING BARS, TWO #4 BARS AT THE TOP AND TWO #4 BARS AT THE BOTTOM. 3.SLAB CONSTRUCTION SHALL BE MINIMUM 4" THICK, REINFORCED WITH #4 BARS AT 18" ON CENTER EACH WAY 4.DOWELING OF THE NEW FOUNDATIONS AND SLABS INTO THE EXISTING FOUNDATIONS AND SLABS SHALL BE REQUIRED. DOWELS SHALL BE A MINIMUM OF 6" INTO THE EXISTING CONCRETE AND SHALL EXTEND A MINIMUM OF 24" INTO THE NEW CONCRETE. DOWELS SHALL BE MINIMUM #3 BARS AT 18" ON CENTER OR #4 BARS AT 24" ON CENTER. ALTERNATE FOUNDATION DESIGN WITHOUT A SOILS REPORT: THE ICC ORANGE CHAPTER "FOUNDATION REQUIREMENTS FOR RESIDENTIAL PROJECTS AND ACCESORY STRUCTURES" MAY BE USED AS ALTERNATE FOUNDATION DESIGN WITHOUT SOILS REPORT. (N) 2X8 DF 2 CJ 24" O.C. 3/8" CDX PLYWOOD W/ 8d @ 6.6.12 #6 AND LARGER #5 AND SMALLER A. POURED AGAINST EARTH B. POURED AGAINST FORM BELOW GRADE 2'' 1 1/2'' 3'' 2'' REINFORCING STEEL GLULAMS/MFR. WD. PROD. D. SLABS ON GRADE (FROM TOP OF SLAB) E. COLUMNS AND BEAMS TO MAIN BARS F. WALLS - EXPOSED TO WEATHER NOT EXPOSED TO WEATHER, #11 AND SMALLER CONCRETE STRUCTURAL STEEL GENERAL NOTES C. FORMED SLABS LUMBER/CARPENTRY 1 1/2'' #14 AND #18 1 1/2" 1'' 1''FOUNDATION/SITEWORK 4X16 #1: Fb= 1000 PSI SINGLE/REPETITIVE 6 2X6 #2: Fb= 1170/1345 PSI 2X8 #2: Fb= 1080/1242 PSI 2X10 #2: Fb= 990/1138 PSI 2X12 #2: Fb= 900/1150 PSI 2X14 #2: Fb= 810/ 931 PSI 4X6 #2: Fb= 1170 PSI 4X8 #2: Fb= 1170 PSI 4X10 #2: Fb= 1080 PSI 4X14 #1: Fb= 1000 PSI 6X12 #1: Fb= 1350 PSI 4X12 #1: Fb= 1100 PSI ; Fv=180 psi E= 1.7x10 2X4 #2: Fb= 1350/1552 PSI ; Fv=180 psi E=1.6x10 4X4 #2: Fb= 1350 PSI 2018 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH: CONC. 2'' 2'' 3/4" MASONRY 2'' 1 1/2'' 1 1/2'' 1 1/2" 2'' 1'' 1'' 3/4" 1 1/2" 6X10 #1: Fb= 1350 PSI ; Fv=170 psi, E=1.6x10 LUMBER/CARPENTRY (cont.) DESIGN LOADS: SHEET INDEX: S.0 STRUCTURAL GENERAL NOTES S.1 FOUNDATION PLAN ROOF FRAMING PLAN SD1 FOUNDATION DETAILS SD2 STRUCTURAL DETAILS NAILING SCHEDULE SEISMIC DESIGN DATA IMPORTANCE FACTOR 1.0 SITE CLASS D SS 1.337 S1 0.476 SDS 1.069 SD1 NULL SDC D LATERAL FORCE RESISTING SYSTEM 15 BASE SHEAR CS 0.164 R 6.5 W 2.50 PROCEDURE USED ELF REDUNDANCY FACTOR 1.3 WIND DESIGN PROCEDURE USED MWFRS BASIC WIND SPEED 95 MPH RISK CATEGORY II WIND EXPOSURE C SOIL SOIL REPORT PREPARED BY PROJECT NUMBER DATE SOIL BEARING PRESSURE 1500 PSF VERTICAL 11 PSF ROOF RAFTER LL = ROOF RAFTER DL = 20 PSF 15 PSF INT. WALL DL = 10 PSF EXT. WALL DL = ( CBC 2022 ) CEILING JOIST LL = CEILING JOIST DL = 4 PSF 10 PSF TYPICAL FLOOR/ROOF DECK/DECK SHEATHING TYPICAL SLOPED/FLAT NON-ASSEMBLY ROOF SHEATHING HORIZONTAL DIAPHRAGM: 6 6 12.ALL NAILING TO BE PER TABLE NUMBER 2304.10.2 OF THE LATEST CALIFORNIA BUILDING CODE (CBC), UNLESS NOTED OTHERWISE. 13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0". 14.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE ADHESIVES PER A.P.A. AFG-01 OR ASTM D3498. 15.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16.EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 8" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON-CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER CBC (LATEST EDITION). ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'ABU', U.N.O. 17.PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 ft TO 6 ft IN WIDTH. 18.PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON-BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19.ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF TRUSS OR 2X RAFTER OR DOUBLE 2x TOP PLATE, U.N.O. 20.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22.FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.C STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.C STAGGERED. 23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER (FOHC). 24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O. AND SIMPSON "IUS" FOR I-JOISTS, U.N.O. 25.ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS, U.N.O. 27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP. 28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF PLYWOOD. 29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS. 30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C., U.N.O. 31.DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN. (12) 16d COMMON NAILS PER TOP PLATE SPLICE U.N.O. PER PLAN. SDPWS-2021/CBC 2022 MATERIAL 8 FRM'G SIZE EDGE NAILING 1,4 FIELD 16D SILL LAG5 TRANSFER -- A.B.'S 9 5/8"VALUE B 3/8" APA SHEARWALL SCHEDULE SINKER WINDSEISMIC CONFORMING TO ANSI/AF&PA FRAMING CLIP LTP4/A35 3/8" APA 8d 6"12"4"12"--42"220 plf--307 plf24" SILL PLATE 2X4 MIN. FOOTNOTES: 1.ALL NAILS TO BE COMMON NAILS. 2.SIMPSON LPT4 FRAMING ANCHOR MAY BE SUBSTITUTED AT FLAT CONDITIONS. 3.ALL STUDS, SILL PLATES AND BLOCKING TO BE 3X FRAMING. 4.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. 5.SIMPSON STRONG TIE 1/4" SDS X 6" LONG LAG SCREWS. 6.PLYWOOD APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. 7.3X @ PANEL JOINTS; 2X FRMG AT TOP PLATES MAY BE USED PROVIDED FULL NAILING WIDTH IS AVAILABLE TO ONE PIECE OF SHT'G; STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. 8.SHEETS SHALL NOT BE LESS THAN 4FT BY 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. 9.SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. 5 8" A.B. - 3" X 3" X 0.229" 3 4" A.B. - 3" X 3" X 0.229" 10.USE 4-1/2" SQ. X .229" AT 2X6 WALLS. 11.3X MUDSILL PLATES 12.IF WOOD STRUCTURAL PANEL SHEAR WALLS WITH ASPECT RATIO (h/bs) EXCEED 2:1, SHEAR WALL CAPACITY SHALL BE REDUCED BY MULTIPLYING WITH 2bs/h FOR DESIGN. NOTE:WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEAR WALL AND NAIL SPACING IS LESS THAN 6 INCHES ON CENTER ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERRENT FRAMING MEBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT ADJOINING PANEL EDGES AND NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 3X MIN. STAGG'D 2X4 BLK. W/ 16d @ 4" OC SOLID RIM OR BLK'G SOLE PLATE CONNECTION TO FRAMING BELOW (1) STD. 3XDESCRIPTION A RATED RATED 8d 4"12"3"12"--36"320 plf--447 plf16"2X4 CAP. VALUE CAP. C 3/8" APA RATED 8d 3"12"3"8"--24"410 plfYES 575 plf12"2X4 7 STAGG. D 3/8" APA RATED 8d 2"12"2"6"--16"530 plfYES 742 plf10"2X4 7 STAGG. E 15/32" APA RATED 10d 2"12"4"--12"770 plfYES 1077 plf10"2X4 7 -- F 15/32" STRUC. 1 10d 2"12"4"--12"870 plfYES 1217 plf8"2X47-- WD. PANEL SPECIAL INSPECTION B. HIGH-STRENGTH AND ANCHOR BOLTS C. STEEL MOMENT FRAME CONNECTIONS A. FIELD WELDING D. EPOXY ANCHORS (Continuous) (Continuous) E. STRUCTURAL MASONRY (AS NOTED) (Continuous) (Continuous) (Sect. 1704.5.1.3) F. STRUCTURAL PLYWOOD (<=4" O.C.)(Periodic) G. CONCRETE (OVER 2500 psi)(Continuous) H. POST-TENSION (WHEN OCCURS)(Continuous) I. CAST-IN-PLACE CAISSONS (Continuous) J. SOILS COMPLIANCE (Per Soils Report) EXPOSURE REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (ACI 318-19, Table 19.3.2.1) CLASS MAX. W/C MIN. F'c (PSI) ADDITIONAL REQUIREMENTS AIR CONTENT LIMITS ON CEMENT. MAT'L. EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) CEMENTITIOUS MATERIAL TYPE ASTM C150 S0 N/A 2,500 S1 0.50 4,000 S2 0.45 4,500 S3 0.45 4,500 ASTM C595 ASTM C1157 CALCIUM CHLORIDE ------------ II V V+POZZOLAN or SLAG TYPE WITH (MS) DESIGNATION TYPE WITH (HS) DESIGNATION TYPES WITH (HS) DESIGNATION + POZ MS HS HS+POZZOLAN or SLAG --- NOT PERMITTED NOT PERMITTED EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) W0 N/A 2,500 W1 N/A 2,500 NONE 26.4.2.2(d) EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) MAX. CHLORIDE ION CONTENT % BY WT. REINFORCED CONC. C0 N/A 2,500 C1 N/A 2,500 C2 0.40 5,000 RELATED PROVISIONS 1.00 NONE 0.30 0.15 --- CONCRETE COVER PRESTRESSED CONC. 0.06 0.06 0.06 ADDITIONAL REQUIREMENTS 1,2 4 5,6 6 7 7 5 9,10 1,2 1,2 1,2 FREEZING/THAWING SULFATE IN CONTACT WITH WATER CORROSION PROTECTION OF REINFORCEMENT NOTES: 1.THE w/cm IS BASED ON ALL CEMENTITIOUS AND SUPPLEMENTARY CEMENTITIOUS MAT. IN THE CONCRETE MIXTURE. 2.THE MAXIMUM w/cm LIMITS DO NOT APPLY TO LIGHTWEIGHT CONCRETE. 3.FOR PLAIN CONCRETE, THE MAXIMUM w/cm SHALL BE 0.45 AND THE MINIMUM F'c SHALL BE 4,500 PSI. 4.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MAT. TO THOSE LISTED ARE PERMITTED FOR ALL SULFATE EXPOSURE CLASSES WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN 26.4.2.2(c). 5.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A) CONTENTS UP TO 10 PERCENT ARE PERMITTED IF THE w/cm DOES NOT EXCEED 0.40. 6.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE I OR TYPE III ARE PERMITTED IN EXPOSURE CLASSES S1 OR S2 IF THE C3A CONTENTS ARE LESS THAN 8 PERCENT FOR EXPOSURE CLASS S1 OR LESS THAN 5 PERCENT FOR EXPOSURE CLASS S2. 7.THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT THAT HAS BEEN DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALTERNATIVELY, THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT TESTED IN ACCORDANCE WITH ASTM C1012 AND MEETING THE CRITERIA IN 26.4.2.2(c). 8.IF TYPE V CEMENT IS USED AS THE SOLE CEMENTITIOUS MAT., THE OPTIONAL SULFATE RESISTANCE REQUIREMENT OF 0.040 PERCENT MAXIMUM EXPANSION IN ASTM C150 SHALL BE SPECIFIED. 9.THE MASS OF SUPPLEMENTARY CEMENTITIOUS MAT. USED IN DETERMINING THE CHLORIDE CONTENT SHALL NOT EXCEED THE MASS OF THE PORTLAND CEMENT. 10.CRITERIA FOR DETERMINATION OF CHLORIDE CONTENT ATRE IN 26.4.2.2. 11.CONCRETE COVER SHALL BE IN ACCORDANCE WITH 20.5. 3 3 W2 0.50 4,000 26.4.2.2(d) OR SLAG OPT. 1 0.40 5,000OPT. 2 V 8 TYPE WITH (HS) DESIGNATION HS NOT PERMITTED 11 FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL 16d COMMON @ 6" O.C. 2. CEILING JOIST TO TOP PLATE, TOENAIL EACH END 3-8d 3. CEILING JOIST LAPS (NON-PARALLEL CONDITION), FACE NAIL 3-16d 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER, FACE NAIL TABLE 2308.7.3.1 5. COLLAR TIE TO RAFTER, FACE NAIL EACH RAFTER 3-10d 6. RAFTER/ROOF TRUSS TO PLATE, 2 TOENAILS & 1 TOENAIL PER SIDE 3-10d 7. RAFTER TO RIDGE/HIP/VALLEY, TOE NAIL 3-10d RAFTER TO RIDGE/HIP/VALLEY, END NAIL 2-16d 8. STUD TO STUD (NON-BRACED WALLS), FACE NAIL 16d COMMON @ 24" O.C. 16d BOX @ 16" O.C. 9. STUDS AT CORNERS (BRACED WALLS), FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 10. BUILT-UP HEADER WITH 1/2" SPACER FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 4-8d 12. TOP PLATE TO TOP PLATE, FACE NAIL 16d COMMON AT 16" O.C. 10d BOX @ 12" O.C. 13. DOUBLE TOP PLATE SPLICE, FACE NAIL EACH SIDE 8-16d 14. BOTTOM PLATE TO RIM (NON-BRACED WALLS) FACE NAIL 16d COMMON AT 16" O.C. 16d BOX @ 12" O.C. 15. BOTTOM PLATE TO RIM (BRACED WALLS), FACE NAIL 2-16d 16. TOP/BOTTOM PLATE TO STUD, TOENAIL 4-8d TOP/BOTTOM PLATE TO STUD, END NAIL 2-16d 17. TOP PLATE LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2-16d 18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 19. 1X6 SHEATHING TO BEARING, FACE NAIL 2-8d 20. 1X8 SHEATHING TO BEARING, FACE NAIL 3-8d 21. JOIST TO SILL/TOP PLATE/GIRDER, TOE NAIL 3-8d 22. RIM/BAND JOIST OR BLK'G TO SILL/TOP PLATE, TOE NAIL 8d COMMON @ 6" O.C. 8d BOX @ 4" O.C. 23. 1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d 24. 2" SUBFLOOR TO JOIST OR GIRDER, FACE NAIL 2-16d 25. 2" PLANKS 2-16d AT EACH BEARING 26. BAND/RIM JOIST TO JOIST, END NAIL 3-16d 27. BUILT-UP GIRDERS AND BEAMS FACE NAIL 20d COMMON @ 32" O.C. 28. LEDGER STRIP SUPPORTING JOISTS, FACE NAIL 3-16d 29. BRIDGING TO JOIST, TOE NAIL 2-8d 11. CONTINUOUS HEADER TO STUD, TOE NAIL BLOCKING BETWEEN RAFTER/TRUSS NOT AT T.P., EA. END, TOENAIL 2-8d 1. RAFTER/JOIST BLOCKING TO TOP PLATE, TOENAIL 3-8d 2-20d AT ENDS & SPLICE 1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING STARTING ANY WORK. THE ENGINEER ( DONG ENG. ) SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 2.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER (DONG ENG.) FOR INTERPRETATION OR CLARIFICATION. 6.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ENGINEER. 8.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER (DONG ENG.). THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOB SITE VISITS BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER (DONG ENG.) AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF LOAD MAY BE USED. 13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE. 15.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT S.0), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4.ALL BENDS SHALL BE MADE COLD. 5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 AND 48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O. 6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: 1.SPECIAL INSPECTION IS REQUIRED PER CBC SECTION 109, 1704 & 1707 FOR THE FOLLOWING CONDITIONS: 1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA CRC CODE. 2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF ACI 318-19 REFER TO SOILS REPORT FOR SOIL CONDITIONS. 3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE CEMENT TYPE ................................................ TYPE II 4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. 5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER ASTM C-143 AND MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS, U.N.O. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED PER ASTM C-94. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED INTO PLACE AND INSPECTED PRIOR TO POURING CONCRETE. 8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR STEPS, DEPRESSIONS, PITS, CURBS, ETC. 10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, A/C PADS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11.ALL STRUCTURAL CONCRETE ...............................F'c = 3,000 PSI ALL SLAB-ON-GRADE ............................................... F'c = 3,000 PSI ALL CONTINUOUS FOOTINGS AND PADS ............. F'c = 3,000 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS (MIN. W/C RATIO=0.5). 12.ALL CONCRETE WITH F'c GREATER THAN 2,500 PSI SHALL HAVE SPECIAL INSPECTION PER SECTION 1704 & 1707 OF THE CALIFORNIA BUILDING CODE (CBC 2022) UNLESS NOTED OTHERWISE. F0 N/A 2,500 N/A N/A F1 0.55 3,500 ACI 318-19 TABLE 19.3.3.3 N/A F2 0.45 4,500 ACI 318-19 TABLE 19.3.3.3 N/A F3 0.40 5,000 ACI 318-19 TABLE 19.3.3.3 ACI 318-19 TABLE 26.4.2.2(b) 1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING: W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20. 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF), U.N.O 3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH MATERIALS (PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.) 5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. CONTACT ENGINEER IF NOT SHOWN. 6.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS AND/OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED (U.N.O.) 7.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X FLOOR JOISTS OVER 10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR OSB) EXPOSURE 1 OR EXTERIOR UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY GRADE MARK OF D.F.P.A OR A.P.A. 9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM "SIMPSON STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR PRODUCTS AND PRE-APPROVED IN WRITING BY ENGINEER (DONG ENG.). 11.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.: 2X4 STUDS (UP TO 10')..................... "STANDARD" OR BETTER 2X4 STUDS (OVER 10')......................NO.2 OR BETTER 2X PLATES & 3X PLATES.................. "CONSTRUCTION GRADE" OR BETTER 2X6 STUDS......................................... NO.2 2X JOIST............................................. NO.2 BEAMS AND STRINGERS 4X10 AND SMALLER.......................... NO.2 4X12 AND LARGER........................... NO.1 6X AND 8X........................................... NO.1 4x POST/TIMBERS AND LARGER .... NO.1 ROOF PLANKING AND DECKING...... COM.DEX. BOARD SHTG. AND STRIPPING........ SUITABLE FOR INTENDED USE. 32.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 33.PROVIDE SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER (FOHC). 35.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON ABU's, PB's AND/ OR BC's MINIMUM, UNLESS NOTED OTHERWISE. 36.ALL SIMPSON HDU, HTT, HDQ, HHDQ, AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 37. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE TO BE SECURED WITH MIN. 5/8" DIA. x 12" ANCHOR BOLTS AT 72 in. O.C., U.N.O. MIN. (2) BOLTS PER PIECE WITH (1) BOLT LOCATED NOT MORE THAT 12" OR LESS THAN 7 BOLT DIA. FROM EACH END AND/OR SPLICE OF THE PIECE. 38.ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O. PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES. 39.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER CRC. 40.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER ( DONG ENG. ) REVIEW. 41.PROVIDE MIN. 2X6 RAFTERS AT 24" O.C. WITH MAX. SPAN OF 6'-0"± BRACED TO FRAMING BELOW AT OVERSTACK ("CALIFORNIA") FRAMING. 42.PROVIDE DOUBLE 2X SOLE PLATES WITH PROGRESSIVE SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43.WHERE BOTH TOP PLATES ARE BROKEN, SPLICE WITH ST6224 MIN. U.N.O. 44.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45.ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1) 2X4 KING STUD AT EACH END, U.N.O. 46.AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK (16 1 GA.) AND 1 " WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS THAN (6) 2 16d NAILS. 47.PROVIDE SOIL BLOCKING AT SOFFIT CEILINGS. 48.SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. 49.STAIR STRINGER SHALL BE 2x12 DF#1 AT MAX. 16" O.C., U.N.O. 50.A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT. 51.FASTENERS IN CONTACT WITH PRESSURE TREATED OR PRESERVATIVE TREATED LUMBER SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE SOIL ENGINEER. 2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS REQUIRED. 3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.) FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY OF ENGINEER ( DONG ENG. ). THE SUBGRADE CONFIGURATION SHOWN IN DETAIL 1/SD1 OR THE POST-TENSION DETAILS REFLECT THE GENERAL RECOMMENDATIONS OF THE SOILS ENGINEER, AND/OR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO REVIEW THE SLAB SUBGRADE CONFIGURATION WITH THE SOILS ENGINEER, AND CONCRETE/FLOORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION. PLEASE REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS. THE SUBGRADE MOISTURE/VAPOR RETARADER SHALL MEET THE CONFORMANCE OF ASTM E1745 CLASS A or B MATERIAL. 7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O. 11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN OCCURS). 12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS ENGINEER'S RECOMMENDATIONS, U.N.O.. 23/32" APA RATED STURD-I-FLOOR T&G EXP I WITH MIN. SPAN RATING OF 24" O.C. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 10d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD. USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTNERS CAN BE USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE SCREWS (ICC-ER-1472), MIN 2" LONG @ 6" O.C. B.S., @ 6" O.C. E.S. AND 12" O.C. F.S. 15/32" APA RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 8d COMMON NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD.. NOTE: ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE FOLLOWING APPROVED AGENCIES, APA, PFS/TECO OR PITTSBURG. 1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR LARCH (DF)LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.). 2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI 3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A MOISTURECONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL BE MARKED WITH AN AITC or APA-EWS GRADE STAMP INDICATING CONFORMANCE WITH ALL APPLICABLE SPECIFICATIONS AND REQUIREMENTS. 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS = 3500, UNLESS NOTED OTHERWISE. 7.PARALLAM PSL 2.0E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2900 PSI; fv = 290 PSI; E = 2.0x106 PSI TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2250 PSI; fv = 310 PSI; E = 1.55x106 PSI MICROLAM LVL BY I-LEVEL PER ESR-1387 & LARR-25202 f b = 2600 PSI; fv = 285 PSI; E = 2.0x106 PSI 8.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER (DONG ENGINEERING) PRIOR TO INSTALLATION. 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST) (OR MSB) FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10.I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538 LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130, RR#25176 BOISE CASCADE I-JOISTS PER ICC ESR#1336, RR#24999 ROSEBURG I-JOISTS PER ICC ESR#1251, RR#25439 11.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING (SPN) IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 12.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED. NOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.) 2. JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLAN (CBC 2022 TABLE 2304.10.2) GENERAL 1.THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) AND ANY OTHER INDUSTRY STANDARDS. ALL METAL FABRICATION DESIGNS ARE TO BE SUBMITTED TO, AND APPROVED BY, THE LOCAL BUILDING INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL DETAILS, DIMENSIONS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE DESIGN IS TO BE VERIFIED WITH ALL AFFECTED FIELD CONDITIONS. SUBCONTRACTORS AND THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS. FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AISC, CURRENT EDITION. STEEL SHALL CONFORM TO ASTM A-992, U.N.O. 2.ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL SONFORM TO THE REQUIREMENTS SPECIFIED IN BUILDING CODE, CHAPTER 22 & REFERENCE. MATERIALS 3.STEEL SHALL BE PRIMED WITH A RUST RESISTANCE PRIMER & SHOULD CONFORM TO ASTM A36 (fy=36 ksi) AS A MINIMUM, UNLESS OTHERWISE NOTED. ALL W SHAPES TO BE ASTM A992. (fy=50 ksi) 4.STEEL PIPE SHALL CONFORM TO ASTM A53, Grade B (Fy=35 ksi). 5.ROUND HSS TUBING SHALL CONFORM TO ASTM A500 Grade C (Fy=46 ksi). 6.RECTANGULAR AND SQUARE HSS TUBING SHALL CONFORM TO ASTM A500, Grade C (Fy=46 ksi). 7.ALL STRUCTURAL WELDING PROCEDURED AND MATERIALS SHALL CONFORM TO BUILDING CODE, SECTION 2204.1. ALL WELDING SHALL BE BY THE SHIELD METAL ARC WELDING PROCESS OR THE SUBMERGED ARC WELDING PROCESS USING E70XX-LOW HYDROGEN ELECTRODES, UNLESS OTHERWISE NOTED. 8.ALL BOLTS FOR CONNECTIONS OF STEEL MEMBERS SHALL CONFORM TO BUILDING CODE, SECTION 2204.2 & ASTM A325N, UNLESS OTHERWISE NOTED. HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED & SHALL BE 1/16" LARGER THAN BOLT DIAMETER. 9.PREFABRICATED STEEL MOMENT FRAMES PER MANUFACTURER. STEEL MOMENT FRAME MANUFACTURER SHALL SUBMIT SHOP DRAWING, DESIGN CALCULATIONS, AND APPROVED MOMENT FRAME TEST REPORT (ICC, IAMPO, OR TEST PER APPENDIX S OF AISC SEISMIC PROVISION) TO DONG ENGINEERING FOR REVIEW. WELDS 9. ALL SHOP WELDING AND FABRICATION MUST BE DONE IN A SHOP APPROVED BY A SPECIAL INSPECTION AGENCY WHICH IS APPROVED BY THE BUILDING OFFICIAL. ALL FIELD WELDING MUST BE PERFORMED BY A CERTIFIED WELDER AND A SPECIAL INSPECTOR SHALL CONTINUOUSLY INSPECT ALL STRUCTURAL FIELD WELDING. BOTH SHALL BE APPROVED BY THE BUILDING OFFICIAL. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 2/17/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240140 GA R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , S A N T A A N A C A 9 2 7 0 5 S.0 GENERAL NOTES DETAIL SHEET NUMBER DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) SYMBOLS LEGEND SDX X DETAIL NUMBER EXISTING FOOTING REBAR NEW SLAB/ FOOTING HOLDOWN SCHEDULE: SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. xx x'-x"X INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE HDU2 HDU4 HDU5 HOLDOWNSYM. HDQ8 POST SIZE H3 H4 H5 4X 4X 4X H8 REF. DETAIL 4/SD1 HDU11H9 HDU14H10 HDU8H7 6X 6X 6X 8X 1. HOLDOWN POST MINIMUM THICKNESS IS SHOWN ON SCHEDULE ABOVE. ACTUAL HOLDOWN POST SIZE IS INDICATED ON PLAN. HHDQ11H11 6X HHDQ14H12 8X FOUNDATION NOTES: 1. REFER TO S.0 SHEET FOR MORE INFO. 2. REFER TO DETAILS 4/SD1 FOR INSTALLATION OF HOLDOWNS. 3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/ DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 4. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF RECORD FOR ALL DISCREPANCIES. 5. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION INSPECTION. 7. SEE DETAIL 12/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & TOP PLATES OF SHEAR WALLS, CONTACT DONG ENGINEERING, INC. 8. THE HOLDOWN POST SIZE SHALL FOLLOW THE HOLDOWN SCHEDULE U.N.O. 9. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS TO HAVE 5/8" DIA. X MIN. 12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES. MIN. (2) A.BS. PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS. 10. ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW SERIES 0.145Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. 11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL(S). 4' - 0 " A A B 8'-0" A 6'-6" AH3 H3 12" 8 SD1 8 SD1 3 SD1 2 SD1 3 SD1 PROVIDE RED GARD WATERPROOFING AND CRACK PREVENTION MEMBRANE (ICC ESR#1413) OVER (E) 4" THK. MIN. CONCRETE SLAB ON GRADE. 5 SD1 5 SD1 6 SD1 TYP. (E) CONCRETE SLAB TO BE REMAINED (E) FOOTING, TYP. 4 x 6 4 x 6 4 x 6 4' - 0 " A A B (E ) 8'-0" A 6'-6" A 44 44 (E) (E)C1 (E) (E ) (E ) (E) (E) RIDGE 3 SD2 2 SD2 4 SD2 4 SD2 (E) 6 SD2 TYP. SHEAR PANEL LENGTH AND NUMBER. SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END. X SDX DETAIL NUMBER DETAIL SHEET NUMBER CALIFORNIA FRAMING BEAM NUMBER, REFER TO CALCULATIONS. LEGEND: INDICATES EXISTING ROOF RAFTER X FRAMING NOTES: 6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O. BEARING WALLS, SEE PLAN. xx x'-x" XX POST SIZE, SEE POST SCHEDULE. INDICATES NEW CEILING JOISTS, SEE JOISTS TABLE 1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR MORE INFORMATION. 3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE AS FOLLOWS U.N.O.: 2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. - 2x4's @ 16" o.c. maximum 14'-0" height - 2x6's @ 16" o.c. maximum 20'-0" height 5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD HEIGHTS: 6. BEARING STUD HEIGHTS: - 2x4's @ 16" o.c. maximum 10'-0" height - 2x6's @ 16" o.c. maximum 16'-0" height 4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED @ EACH END OF HEADER. CLEAR SPAN, L L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0" 2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN CONSTRUCTION KEY NOTES: 7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER DETAIL 14/SD2. ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) AND PROVIDE SOLID BLOCKING BETWEEN FLOOR PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM. LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. XPOST SCHEDULE: POST SIZESYM. 24 224 324 26 226 2X4 STUD (2)-2X4 BUNDLED STUD (3)-2X4 BUNDLED STUD 2X6 STUD (2)-2X6 BUNDLED STUD 326 44 46 66 (3)-2X6 BUNDLED STUD 4X4 POST 4X6 POST 6X6 POST POST SIZESYM. JOISTS TABLE: MARK JOIST SPECIFICATIONS C1 CEILING JOIST 2 x 8 DFL#2 @ 16" O.C. LUS FACE MOUNT TOP FLANGED HANGER TYPEMEMBER 2X JOIST 4X, 6X, LSL or PSL TJI I-JOIST JB HU W/ MAX.BA IUS ITS X 1 2 3 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 2/17/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240140 GA R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , S A N T A A N A C A 9 2 7 0 5 S1 FOUNDATION PLAN ROOF FRAMING PLAN SCALE: FOUNDATION PLAN 1/4" = 1'-0" SCALE: ROOF FRAMING PLAN 1/4" = 1'-0" RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 2/17/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240140 GA R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , S A N T A A N A C A 9 2 7 0 5 SD1 STRUCTURAL DETAILS 111 REINF. STD. HOOK, LAP SEE NOTE #1 11 1/ 2" CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER. d2CONDITION WHERE BARS OCCUR ON THE SAME PLANE. NOTES: 1.LAP -54 BAR DIAM. #10 THRU #11 -40 BAR DIAM. #8 THRU #9 -30 BAR DIAM. #5 THRU #7 2."D" = BEND DIAMETER 6" FOR #3 THRU #8; 8" FOR #9 THRU #11. 1' 2.1/2" MIN. D/2 D/2 d D/2 HOOK 6 1 1. 1 1/ 2" CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER. 2. CONDITION WHERE BARS OCCUR ON THE SAME PLANE. 111 EXTERIOR FOOTING DETAIL 0' - 8 " 0' - 8 " D MI N . MI N . W 0' - 3 " CL R . 0' - 4 " MI N . 1VENNER WHERE OCCURS.FND~4 2EXTEND FOOTING AT VENEER.FND~5 32-#4 REBAR CONT. @ T & B (U.N.O.).FND~3 4CONC. SLAB.FND~1 5OPT. POUR JOINT (N/A @ MONO POUR) W/ #3 DOWELS @ 16" O.C. EMBED MIN. 12" ON FIRST POUR.6P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN. 72X STUDS @ 16" O.C. (U.N.O.) 8SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. 18'' 18''DOWEL FOOTING DIMENSIONS # OF STORIES W WIDTH D DEPTH 1 2 3 12''18'' 15''18'' 18''24'' F.G. 24"5" 1 3 / 4 " TO 2 " 9(E) CONC. FOOTING 10(N) CONC. FOOTING 11#4 DOWELS @ 32" O.C. W/ SIMPSON SET-XP EPOXY, ESR-2509. PERIODIC SPECIAL INSPECTION IS REQUIRED 1. VENNER WHERE OCCURS. 2. EXTEND FOOTING AT VENEER. 3. 2-#4 REBAR CONT. @ T & B (U.N.O.). 4. CONC. SLAB. 5. OPT. POUR JOINT (N/A @ MONO POUR) W/ #3 DOWELS @ 16" O.C. EMBED MIN. 12" ON FIRST POUR. 6. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN. 7. 2X STUDS @ 16" O.C. (U.N.O.) 8. SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. 9. (E) CONC. FOOTING 10. (N) CONC. FOOTING 11. #4 DOWELS @ 32" O.C. W/ SIMPSON SET-3G EPOXY, ESR-4057. PERIODIC SPECIAL INSPECTION IS REQUIRED NOTES: - VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL SEAMS PER MANUF. (U.N.O.). - VERIFY ALL INFORMATION PER UPDATED SOILS REPORT. 111 TYP. CONTROL JOINT 1CONC. SLAB PER PLAN2BULLNOSE EDGES 0' - 1 " 1/8" 1. CONC. SLAB PER PLAN 2. BULLNOSE EDGES NOTES: -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. -PROVIDE CONTROL JOINT AT 10'-0" EACH WAY (U.N.O.) -PROVIDE SAW CUT WITHIN 24 HOURS OF POUR. 111 NON-BEARING WALL 1CONC. SLAB PER PLAN2SHOT PIN SEE SHEET S.0 FOR MORE INFORMATION. NOTES: -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. 1. CONC. SLAB PER PLAN 2. 2X TREATED SILL PLATE WITH SIMPSON 2-1/2" SHOT PIN PDPA250 @ 32" O.C. PER (ICC ESR-2138). SEE SHEET S.0 FOR MORE INFORMATION. 1.POST PER PLAN 2.P.T.D.F SILL PLATE 3.CONT. FTG. REINF. PERP LAN 4.SIMP. HOLD DOWN PER PLAN, SEE TABLE BELOW FOR SSTB BOLT DIAMETER AND EMBEDMENT 5.1- #4 REBAR 4'-0" LONG CENTERED ON SSTB BOLT. LOCATE APPROXIMATELY 3"-5" FROM TOP OF SLAB/ STEM WALL (OR FTG @ TWO-POUR SYSTEM). BEND BAR DOWN INTO FTG. @ END OF CURB CONDITION. MAYBE FOUNDATION REBAR; NOT POST-TENSIONED CABLE. 6.#4 HORIZ. @ 12' O.C. EA. WAY 7.HOLD DOWN BOLT THREADED ROD PER TABLE. 8.SIMP. HDU11/ HHDQ11 OR HDU14/ HHDQ14 PER PLAN, SEE TABLE BELOW FOR THREADED ROD BOLT DIAMETER AND EMBEDMENT. 9.EDGE OF PAD FTG. 10.EDGE OF CONC. SLAB 11.EDGE OF CONT. FTG. F.G. SECTION "A""A" 8" "B " F.G. W D HDU8* SIMPSON HOLDOWN 5/8" 7/8" SSTB 24 SSTB 34 20 5/8" 28 7/8" HOLD DOWN BOLT (TWO-POUR) * SSTBL MODEL IS RECOMMENDED FOR HDU8 HOLD DOWN ON 2-2X AND 3X SILL PLATES. 3" CL R . THREADED ROD d "A " "A " "A""A" PLAN DIA. 1" A36 THRD. ROD 4X6 X4 WALL HOLD DOWN BOLT HDU11 1" BOLT W/ 3"X3"X3/8" PLATE @ BOTT. A36 THRD. ROD W/ 4"X4"X1/2" PLATE @ BOTT. POST X6 WALL 6X6 4X6 6X6 4X8 6X8 MINIMUM EMBEDMENT (d) 12" 15" A B FOOTING DIMENSIONS 16 1/2" 18"18" 15" D SIMPSON SSTB (PER ICC ESR-2611) HDU2 5/8"SSTB 20 16 5/8" le B HDU4 5/8"SSTB 24 20 5/8" HDQ8* NOTES: -SEE PLANS FOR HOLDOWN TYPES. -SEE DETAIL #1 FOR INFORMATION NOT SHOWN. -REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT SHOWN. -MAINTAIN MIN. EDGE DISTANCE OF 1.3/4" (MEASURED FROM EDGE OF CONCRETE TO CENTERLINE OF BOLT). -SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611. -FOR NAILED OR SCREWED HOLD DOWNS, WHICH HAVE BEEN CONNECTED TO A 2X STUD NEXT TO THE 4X (MIN.) POST, STITCH NAIL THE 2X TO THE POST W/ 16d @ 3" O.C. STAGG. (2" O.C. STAGG. FOR HDU8). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.) POST, HDU11 AND HDU14 SHALL BE INSTALLED USING SDS-1/4"X4.1/2" IN PLACE OF THOSE SPECIFIED FOR SOLID POST ATTACHMENT. 1 3/4" MIN. TYP. 1 3/4" MIN. TYP. 3" CL R . EM B E D W SSTB BOLT INSTALLATION @ SW @ INT. FTG/SLAB SSTB BOLT INSTALLATION @ SW @ EXT. FTG/SLAB HDU5 111 TYPICAL HOLDOWN INSTALLATION 8HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 6HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 9HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 11HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 10HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 4HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 3HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW MIN. EMBED. (leB) 5/8" 7/8" SSTB 24 SSTB 34 20 5/8" 28 7/8" HOLD DOWN BOLT (MONO-POUR) 5/8"SSTB 20 16 5/8" 5/8"SSTB 24 20 5/8" MIN. EMBED. (leB)SSTB BOLT SSTB BOLTDIA.DIA. HD. CAPACITY 3075# 4565# 5645# 7870# HD. CAPACITY SIMPSON HOLDOWN 9535# HHDQ11 11810# HDU14 14390# HHDQ14 13710# 111 (N) FOOTING TO (E) FOOTING 8"24" 1(E) CONC. SLAB & FOOTING.2(N) CONC. FOOTING. 3#4 DOWEL @ 24" O.C.FND~649/16" DIA. HOLE W/ SIMPSON "SET-XP" EPOXY. (E) FDN.(N) FDN. FTG. 1. (E) CONC. SLAB & FOOTING. 2. (N) CONC. FOOTING. 3. #4 DOWEL @ 24" O.C. 4. 9/16" DIA. HOLE W/ SIMPSON "SET-3G" EPOXY PER ICC ESR-4057. SPECIAL INSPECTION REQUIRED. NOTES: - SPRAY BONDING AGENT (INTRALOK OR SIM.) AT THE JOINT BETWEEN OLD AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE. - WHEN APPLICABLE, VERIFY W/ POST TENSION ENG. FOR LOCATION OF STRANDS WHEN PLACING DOWELS INTO EXISTING P.T. FTG. DO NOT CUT STRANDS. 111 (N) FOOTING AT GARAGE HEADER 0' - 8 " 0' - 8 " D MI N . MI N . W 0' - 3 " CL R . 5EXTEND FOOTING AT VENEER.FND~5 42-#4 REBAR CONT. @ T & B (U.N.O.).FND~3 3(N) CONC. SLAB. 2P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN. 12X STUDS @ 16" O.C. (U.N.O.) 6SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. F.G.7(E) CONC. SLAB. 1. 2X STUDS @ 16" O.C. (U.N.O.) 2. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN. 3. (N) CONC. SLAB. 4. 2-#4 REBAR CONT. @ T & B (U.N.O.). 5. EXTEND FOOTING AT VENEER. 6. SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB. 7. (E) CONC. SLAB. 8. (N) WEEP SCREED. 82X STUDS @ 16" O.C. (U.N.O.) 1 3/4" MIN. 111 ANCHOR BOLT WITH EPOXY 15/8" THREADED BOLT 22X STUD WALL PER PLAN.WALL~1 32X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 4CONC. SLAB.FND~1 59/16" DIA. HOLE FILLED W/ SIMPSON "SET-XP" EPOXY TIE.FND~7 1. 5/8" THREADED BOLT 2. 2X STUD WALL PER PLAN. 3. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 4. CONC. SLAB. 5. 9/16" DIA. HOLE FILLED W/ SIMPSON "SET-3G" EPOXY TIE PER ICC ESR-4057. WHEN APPLICABLE: VERIFY W/ POST TESION ENGINEER FOR LOCATION OF STRANDS WHEN PLACING DOWELS INTO EXISTING P.T. FTG. DO NOT CUT STRANDS. * INSTALL IN ACCORDANCE WITH SIMPSON STRONG -TIE RECOMMENDATIONS: PERIODIC SPECIAL INSPECTION REQUIRED. 12 " 1 3/4" MIN. 13 " M I N . 111 HOLDOWN ANCHOR BOLT WITH EPOXY 1SIMPSON HOLDOWN HDU, SEE PLANS FOR HOLDOWN TYPES.HD-HDU_F~ 2SIMP. ATR A.B. W/ DIA. PER HOLDOWN SCHEDULE 32X STUD WALL PER PLAN.WALL~1 42X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1 5CONC. SLAB.FND~1 69/16" DIA. HOLE FILLED W/ SIMPSON "SET-XP" EPOXY TIE.FND~7 1. SIMPSON HOLDOWN HDU, SEE PLANS FOR HOLDOWN TYPES. 2. SIMP. ATR 5/8" Ø F1554 GR. 36 A.B.. 3. 2X STUD WALL PER PLAN. 4. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 5. CONC. SLAB. 6. 9/16" DIA. HOLE FILLED W/ SIMPSON "SET-3G" EPOXY TIE. WHEN APPLICABLE: VERIFY W/ POST TESION ENGINEER FOR LOCATION OF STRANDS WHEN PLACING DOWELS INTO EXISTING P.T. FTG. DO NOT CUT STRANDS. * INSTALL IN ACCORDANCE WITH SIMPSON STRONG -TIE RECOMMENDATIONS: SPECIAL INSPECTION REQUIRED * APPLY FOR MAX. CAP. 1088 LBS UPLIFT LOAD. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 2/17/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240140 GA R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , S A N T A A N A C A 9 2 7 0 5 SD2 STRUCTURAL DETAILS 1ROOF TRUSS BY MFR., SEE PLAN.ROOF~13 22X BLK'G @ 48" O.C.WALL~73SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~ 4JOIST OR TRUSS BOTT. CHORD.4JOIST OR TRUSS BOTT. CHORD. 3SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~ 5NON BEARING WALL. 3/ 4 " , T Y P . 3/ 4 " , T Y P . 5NON BEARING WALL. 1. ROOF OR FLOOR SYSTEM OR TRUSSES BY MFR., SEE PLAN. 2. 2X BLK'G @ 48" O.C. 3. SIMPSON "DTC" @ 48" O.C. MAX. 4. JOIST OR TRUSS BOTT. CHORD. 5. NON BEARING WALL. 111 NON-BEARING WALL DETAIL 2-0" MIN. PANEL WIDTH 1SHEARWALL PER PLAN, REFERS TO SHEARWALL SCHEDULE. 2EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES. 3FIELD NAIL @ 12" O.C. 4KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. 5TRIMMER WHERE OCCURS. 8INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. 1. SHEAR PANEL PER PLAN. 2. EDGE NAIL (E.N.) SHEAR PANEL TO ALL SHEARWALL EDGES. WHEN PANEL EXTEND TO TRIMMER, E.N. BOTH TRIMMER AND KING STUDS. 3. FIELD NAIL @ 12" O.C. 4. 2X OR MULTIPLE KING STUD PER FRAMING NOTE W/ 16d @ 16" O.C. TO TRIMMER. 5. TRIMMER PER PLAN. 6. HEADER PER PLAN. 7. MIN. 3-16d TO END OF HEADER. 8. SIMPSON HOLDOWN PER PLAN. 9.WHEN HOLDOWNS CONNECTED TO KING STUD, REPLACED SDS SCREWS W/ LONGER LENGTH TO GET 2 1/2" PENETRATIONS TO TRIMMER.NOTES: 1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS. 2. PROVIDE MIN. 2X BLK'G @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE. 3. STAGGER NAILS THAT ARE SPACED 2" O.C. 4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN & SCHEDULE. 5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS. 6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION. 6TRIMMER WHERE OCCURS. 7KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST. 9INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING. 111 SHEAR PANEL ASSEMBLY DETAIL 1BEAM PER PLAN. 1BEAM PER PLAN.1BEAM PER PLAN. 2DBL. TOP PLATE. 2DBL. TOP PLATE.2DBL. TOP PLATE.3SIMPSON STRAP MSTI36 OR ST6224 3SIMPSON STRAP MSTI36 OR ST6224 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 5POST OR MULTI STUD PER PLAN.WALL~3 5POST OR MULTI STUD PER PLAN.5POST OR MULTI STUD PER PLAN. 6(3)16d EA. SIDE 6(3)16d EA. SIDE 7SILL PLATE. 1. BEAM PER PLAN. 2. DBL. TOP PLATE. 3. SIMPSON STRAP MSTI36 OR ST6224. 4. SIMPSON A34 AT EA. SIDE OF BEAM AND POST PER BEAM CONDITION. 5. POST OR MULTI STUD PER PLAN. 6. 2X STUD EA. SIDE OF BEAM W/ 16d @ 12" O.C. STAGGERED TO POST. ADD 3-16d EA. SIDE TO BM. 7. 2X SILL PLATE. NOTE: - ADD FILLER @ SIDE OF BEAM AS NEEDED. 1BEAM PER PLAN. 2DBL. TOP PLATE.4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 4SIMPSON (2)A35 @ TOP & BOTT. 5POST OR MULTI STUD PER PLAN.WALL~3 7SILL PLATE. COND A: DROP BEAM COND B: TOP FLUSH BEAM COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM 111 BEAM POCKET DETAIL 111 TOP PLATE SPLICE TYP. SEE TABLE NAIL SPLICE: STRAP SPLICE: 1FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~7 3FLOOR SYSTEM PER PLAN.FLOOR~7 3FLOOR SYSTEM PER PLAN.FLOOR~7 5FLOOR SYSTEM PER PLAN.FLOOR~7 4FLOOR SYSTEM PER PLAN.FLOOR~74FLOOR SYSTEM PER PLAN.FLOOR~7 2FLOOR SYSTEM PER PLAN.FLOOR~73FLOOR SYSTEM PER PLAN.FLOOR~7 EQ.EQ. EQ. 7FLOOR SYSTEM PER PLAN.FLOOR~7 EQ. 1. 16d @ 8" O.C. (5) MIN. EA. SIDE OF SPLICE U.N.O. & PER TABLE BELOW. 2. 2X STUD WALL PER PLAN. 3. LOCATE STUD UNDER SPLICE OR PROVIDE 2X BLKG. ATTACHED TO ADJACENT STUD W/ (3) 16d EA. SIDE. 4. PLATE TO STUD NAILING PER C.B.C. MIN REQUIREMENTS. 5. NUMBER OF NAIL SPECIFIED BETWEEN SPLICING POINTS PER TABLE BELOW. 6. SIMP. STRAP PER TABLE BELOW. 7. SIMP. STRAP ST6224. NOTES: - FULLY NAIL STRAP W/ 16d SINKER OR 10d COMMON. - NAIL SHALL BE STAGGERED & AT LEAST 2 1/4" APART. CAPACITY 1880# A 2506# B 3760# CCONDITION MIN. PLATE LAP COMMON NAIL 4' - 0" MIN. 1 ROW (9) - 16d 4' - 0" MIN. 2 ROW (6) - 16d 6' - 0" MIN. 2 ROW (9) - 16d STRAP MSTA30 ST 6224 MST48 NAIL SPLICE STRAP SPLICE 6FLOOR SYSTEM PER PLAN.FLOOR~7 6FLOOR SYSTEM PER PLAN.FLOOR~7 ℄ PANEL JOINT. 3/8" TYP. ℄ PANEL JOINT. 3/8" TYP. OFFSET EDGE SUPPORT OFFSET EDGE SUPPORT 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 2JOIST.32 x 4 W/ 16d @ 12" O.C. 42 x 4 FLAT W/ (2) 10d @ EA. END. 1. ROOF SHEATHING AND NAILING PER NAILING SCHDL. 2. JOIST. 3. 2 x 4 W/ 16d @ 12" O.C. 4. 2 x 4 FLAT W/ (2) 10d @ EA. END. 111 BLOCKING AT EDGE SUPPORT "W " M A X . "L" MAX.12" MIN.12" MIN. EQ . EQ . 1NOTCH LOCATION.2SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.)3BORED HOLE. 1. NOTCH LOCATION. 2. SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.) 3. BORED HOLE. NOTE: ONLY ONE NOTCH OR HOLE ALLOWED PER EA. STUD. ( EXCLUDING LET-IN BRACES). 2-2X TOP PLT. 2X OR 3X SILL PLATE. NOTCHES MIN. SPACING BORED HOLES "L" MAX. "W" MAX. 2X4 PLATE 2X6 PLATE 2X8 PLATE 6'-0" 6'-0" 6'-0" 3-1/2" 5-1/2" 5-1/2" 1-1/2" 2" 2" 1-1/4" 2" 3" 111 PLATE NOTCHING AND BORING 1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 2FIELD NAILING PER PLAN.3CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN. 1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 4DISCONTINUOUS PANEL EDGE, E.N. PER PLAN. 5FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR). 6DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT. 1. PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN. 2. FIELD NAILING PER PLAN. 3. CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN. 4. DISCONTINUOUS PANEL EDGE, E.N. PER PLAN. 5. FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR). 6. DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT. NOTES: - STAGGER JOINTS AS SHOWN. - MIN. SIZE OF SHEET SHALL BE 2 FT. x 2 FT. - NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. - TOLERANCE ON NAILING SHALL BE 3/4" W/ THE AVERAGE NAIL SPACING OVER ANY 4 FT. LENGTH BEING AT LEAST THAT NOTED ON THE PLAN. 111 PLYWOOD SHEATHING LAYOUT 111 TYPICAL HEADER DETAIL 1HDR. PER PLAN.WALL~4 2(3) 16d COMMON FROM KING STUD TO HEADER, TYP. 3SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0" 4SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. 5(2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. 1. HDR. PER PLAN. 2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP. 3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0" 4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER. 5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL. ± ±C.L. 4 2 53 1 6 ALT. TO VENT BLOCK TYP.MAX. ± ± C.L. 4 2 TYP. MAX. 1. TYP. EDGE NAILING. 2. FOR VENT SPACING OF 6'-0" (2-A35's PER ADJACENT BLK's.), AND FOR VENT SPACING OF 4'-0" (3-A35's PER ADJACENT BLK's.). SKIP A35's @ VENT BLOCKING. 3. SCREEN FOR VENTILATION. 4. 8d COMMON EDGE NAILS : @ 4" O.C. FOR VENT SPACING OF 6'-0". @ 3" O.C. FOR VENT SPACING OF 4'-0". 5. ADJOINING FULL HT. BLOCKING PER SHEAR TRANSFER DETAILS. 6. (3) BAYS OF FLAT BLK'G. CENTERED @ SCREEN. 111 TYPICAL VENT BLOCK ROOF TRUSS CONDITION ROOF CONVENTIONAL CONDITION 111 FIELD FIX FOR OPENING IN S.W. 2 1 3 4 1' - 4 " 1'-4" 4" 5 NOTE: - AVOID OPENING IN SHEAR WALLS W/ LENGTH LESS THAN 4'-0". - MAX. WIDTH OF OPENING TO BE ONE STUD BAY OR 14 1/2". DO NOT OVER-CUT ANY FRAMING MEMBER. - E.N. TO BLK'G. TO MATCH SHEAR WALL E.N. UNLESS STRAP IS PLACED ON TOP OF PLYWOOD. - E.N. F.HT. ALONG STUD ON EACH SIDE OF OPENING. - IF OPENING IS LOCATED AT THE EDGE, EXTEND STRAP INTO THE SHEAR WALL TO MEET MIN. LENGTH REQUIRED. 1. 2X BLOCKING 2. SIMP. CS16X48" LONG W/ NAILS @ 2-1/16" O.C. 3. ALT. LOCATION OF OPENING IF CONT. SILL PLATE, NO "CS" STRAP REQUIRED @ BOTTOM. 4. NO CUT OR HOLES IN SHT'G WITHIN 16" OF CORNERS. 5. OPENINGS OF MAX. 4 1/2"x4 1/2" DO NOT NEED BLK'G/STRAP. DO NOT CUT MORE THAN ONE OPENING IN ONE HORIZONTAL LINE (AT ONE ELEVATION) AND OFFSET OPENINGS BY MIN. 4" VERT. SEE DETAIL 1/SN2 FOR OPENINGS SMALLER THAN 4 1/2" x 4 1/2" 111 SHEAR TRANSFER 12X STUD PER PLAN.Wall~1 22X ROOF RAFTER PER PLAN.Roof~2 32X CEILING JOIST PER PLAN.Roof~3 4ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 6SHEARWALL PER PLAN.Wall~2 7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 8BOUNDARY NAILS.N-10d~ 8BOUNDARY NAILS.N-8d~ 1. (E) 2X STUD WALL. 2. (E) 2X ROOF RAFTER PER PLAN. 3. (N) 2X CEILING JOIST WHERE OCCURED. 4. (E) ROOF SHEATHING. 5. (E) DBL. TOP PLATE OR DROP BM PER PLAN. 6. (N) SHEARWALL WHERE OCCURRED. 7. (N) FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 8. BOUNDARY NAILS. 9. (N) 6-16d COMMON NAILS @ EA. RAFTER AND (N) CEILING JOIST. 5DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 96-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11 111 SHEAR TRANSFER 12X ROOF RAFTER PER PLAN.ROOF~2 22X CEILING JOIST PER PLAN.ROOF~3 32X CEILING JOIST OR BLK'G 42X STUD WALL PER PLAN.WALL~1 5(N) SHEARWALL WHERE OCCUR 6FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1 7PROVIDE 2X STRUT @ 48" O.C. W/ A35 @ EA. END. 82 x 4 FLAT SPAN ACROSS MIN. 6 C.J. @ 8'-0" MAX. 9DBL. TOP PLATE.W-22X4~ 10ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1 1. (E) 2X ROOF RAFTER PER PLAN. 2. (N) 2X CEILING JOIST PER PLAN. 3. (E) 2X BLK'G 4. (E) 2X STUD WALL PER PLAN. 5. (N) SHEARWALL PER PLAN WHERE OCCUR. 6. FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 7. (E) 2X STRUT @ 48" O.C. 8. (N) 2 x 4 FLAT SPAN ACROSS MIN. 6 C.J. @ 8'-0" MAX. 9. (E) DBL. TOP PLATE OR DROP BM. PER PLAN. 10. (E) ROOF SHEATHING AND NAILING PER NAILING SCHDL. 11. BOUNDARY NAILS. 11BOUNDARY NAILS.N-8d~ 111 CONNECTION DETAIL 1(E) 2X STUD WALL. 2(N) 2X STUD WALL PER PLAN. 3(E) STUCCO TO BE REMAINED. 5(E) DRYWALL TO BE REMAINED. 4(N) STUCCO MATCH W/ (E) STUCCO. 6(N) DRYWALL MATCH WITH (E) DRYWALL. 8(E) HDR. TO BE REMAINED. 7(N) 2X PLATE W/ 10d COMMON NAIL @ 6" O.C. TO (E) HDR. 92X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5 1. (E) 2X STUD WALL. 2. (N) 2X STUD WALL PER PLAN. 3. (E) STUCCO TO BE REMAINED. 4. (N) STUCCO MATCH W/ (E) STUCCO. 5. (E) DRYWALL TO BE REMAINED. 6. (N) DRYWALL MATCH WITH (E) DRYWALL. 7. (N) 2X PLATE W/ 10d COMMON NAIL @ 6" O.C. TO (E) HDR. 8. (E) HDR. TO BE REMAINED. 9. 2X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL. 12X ROOF RAFTER PER PLAN.Roof~2 2ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1 32X CEILING JOIST PER PLAN.Roof~342X STUD WALL PER PLAN.Wall~1 5SHEARWALL PER PLAN.Wall~2 62X LEDGER W/ 2-16d TO EA. STUDW-2X8~3 72X BEVELED BLK'G.Roof~4 8SIMPSON APPROVED HANGER PER PLAN.H-HU48_L~1 9FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1 10SIMPSON HURRICANE CLIP H2.5A @ EA. TRUSS TO TOP PLATE.A-H2.5A_L~ 1. (E) 2X ROOF RAFTER PER PLAN. 2. (E) ROOF SHEATHING AND NAILING PER NAILING SCHDL. 3. (N) 2X CEILING JOIST PER PLAN. 4. (E) 2X STUD WALL PER PLAN. 5. (N) SHEARWALL WHERE OCCURED. 6. (N) 2X LEDGER W/ 2-16d TO EA. STUD 7. 2X BEVELED BLK'G. 8. SIMPSON APPROVED HANGER PER PLAN. 9. FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX. 10. SIMPSON HURRICANE CLIP H2.5A @ EA. RAFTER TO TOP PLATE. 11. BOUNDARY NAILS. 12. DBL. TOP PLATE OR DROP BM. PER PLAN. 13. SHEARWALL ALT. LOCATION. 11BOUNDARY NAILS.N-10d~ 11BOUNDARY NAILS.N-8d~12DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6 111 SHEAR TRANSFER 13SHEARWALL ALT. LOCATION. RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 2/13/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240140 T2 4 G A R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , SA N T A A N A , C A 9 2 7 0 5 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS DATE SIGNED: 2/13/25 THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 240140 T2 4 G A R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , SA N T A A N A , C A 9 2 7 0 5 E E E E E E E E E E E E E E E E E GFCI GFCI CO/SD GFCI GFCI GFCI GFCI R R R R 3 GFCI GFCI GFCI VS R R 3 EP BEDROOM 2 BEDROOM 3 BEDROOM 4 MASTER BEDROOM LIVING HALL DINING KITCHEN PORCH BATH LAUNDRY LAUNDRY CLOSET N E1 SHEET: SCALE: DATE: 11/25/2024 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ ELECTRICAL NOTES 1.) VERIFY CONNECTION POINTS FOR POWER TELEPHONE, GAS, SEWER AND CATV SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED. 2.) NOTE: OPENINGS AROUND ELECTRICAL PENETRATIONS, FLOORS, CEILINGS, SHALL BE FIRE STOPPED USING APPROVED METHONDS TO MAINTAIN THE FIRE RATING. 3.) NOTE: SMOKE DETECTORS SHALL BE LOCATED AT VAULTED CEILINGS 4.) PROVIDE AT LEAST TWO 20-AMPERE SMALL APPLIANCE BRANCH CIRCUITS TO SERVE TO KITCHEN, BREAKFAST ROOM, AND DINNING ROOM. SUNCH CIRCUITS SHALL HAVE NO OTHER OUTLETS. 5.) PROVIDE AT LEAST ONE 20-AMPERE BRANCH CIRCUIT TO SERVE LAUNDRY APPLIANCES SUNCH CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. 6.) ALL ALUMINUM CONDUCTORS ARE PERMITTED ONLY IF SIZE 1/0 OR LARGE, AND ONLY TO FEED MAIN OR SUB-PANELS, ALL OTHER CURRENT CARRYING CONDUCTORS SHALL BE COPPER" 7.) "BONDS GROUNDING ELECTRODE TO METAL GAS AND WATER PIPING." 8.) SMOKE ALARMS SHALL BE 120-VOLT WITH BATTERY BACK-UP. 9.) PROVIDE 120-SMOKE ALARMS. LOCATED NO LESS THAN 3'-0" FROM AIR REGISTER. IN DWELLING UNITS, A SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARTATE SLEEPING AREA. WHEN THE DWELLING UNIT HAS MORE THAN ONE STORY AND IN DWELLING WITH BASEMENT, A SMOKE ALARM SHALL BE INSTALLED ON EACH STORY AND IN THE BASEMENT. IN DWELLING UNIT WHERE A STORY BASEMENT IS SPLIT INTO TOW OR MORE LEVELS, THE SMOKE ALARM SHALL BE INSTALLED ON THE UPPER LEVEL, EXCEPTTHAT WHEN THE LOWER LEVEL CONTAINS A SLEEPING AREA, A SMOKE ALARM SHALL BE INSTALLED ON EACH LEVEL. WHEN SLEEPING ROOMS ARE ON AN UPPER LEVLE, THE SMOKE ALARMS SHALL BE PLACED AT THE CEILING OF THE UPPER LEVLE IN CLOSE PROXIMITY TO THE STAIRWAY. IN DWELLING UNITS WHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERIVE THE BEDROOMS EXCEED THAT OF THE HALLWAY BY 24 INCHES OR MORE, SMOKE ALARMS SHALL BE INSTALLE DIN THE HALLWAY AND IN THE ADJACENT ROOM. SMOKE ALARMS SHALL SOUND AND ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT IN WHICH ARE LOCATED. 10.) PERMANENTLY WIRED SMOKE DETECTOR, 110V POWERED W/BATTERY BACK-UP INSIDE EACH BEDROOM. (CEILING MOUNTED, U.N.O. ) NOTE: DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT. 11.) LIGHTING IN KITCHEN AND RESTROOM SHALL BE HIGH EFFICACY. 12.) SPECIFY ARC-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL CIRCUITS SUPPLYING 125- VOLT, SINGLE PHASE, 20 AMPERE RECEPTACLES IN BEDROOMS. RECEPTACLES LOCATED IN BATHROOMS, GARAGES, OUTDOORS, KITCHENS (WHERE RECPTACLES SERVE COUNTER TOP SURFACES), SINKS (WITHIN 6FT OF THE EDGE OF THE SINK), BATHTUB AND SHOWER STALLS (WITHIN 6FT OF THE EDGE OF THE BATHTUB OR SHOWER STALL) AND LAUNDRY AREAS SHALL HAVE GROUND FAULT CIRCUIT-INTURRUPTER (GFCI) PROTECTION. 13.ALL BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVCES (SUCH AS LIGHTS & SWITCHES) INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS & AREAS SHALL BE PROVIDED WITH ARC- FAULT CIRCUIT-INTERRUPTERS (AFCI) PROTECTION. 14.) ALL WALL SPACES, 2 FEET OR MORE IN WIDTH, SHALL HAVE RECEPTACLES INSTALLED SUCH THAT NO POINT MEASURED HORIZONTALLY IS MORE THAN 6 FEET FROM A RECEPTACLE (12 FEET MAXIMUM SPACING.) 15.) COUNTERTOPS IN KITCHENS, PANTRIES, BRAKFAST ROOMS, DINDING ROOMS AND SIMILAR AREAS SPACES 12 INCHES OF WIDER SHALL HAVE RECEPTACLES INSTALLED SUCH THAT NO POINT ALONG THE WALL IS MORE THAN 2 FEET FROM A RECEPTACLE. 16.) AT LEASE ONE RECEPTALCE AT GRADE LEVEL SHALL BE INSTALLED IN BOTH THE FRONT AND BACK OF EACH DWELLING UNIT. 17.) AT LEAST ONE RECEPTACLE, IN ADDITION TO THOSE FOR SPECIFIC EQUIPMENT, SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS. A. IN EACH ATTACHED AND DETACHED GARAGE WITH ELECTRIC POWER. THE BRANCH CIRCUIT SUPPLYING THIS RECEPTACLE SHALL NOT SUPPLY OUTLETS OUTSIDE OF THE GARAGE. AT LEAST ONE RECEPTACLE OUTLET SHALL BE INSTALLED FOR EACH CAR SPACE. B. IN EACH ACCESSORY BUILDING WITH ELECTRIC POWER C. IN EACH SEPARATE UNFINISHED PORTION OF A BASEMENT 18.) ALL NONLOCKING-TYPE 125-VOLT, 15 AND 20 AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES. 19.) IN CLOSETS, LUMINAIRES SHALL BE (A) SURFACE-MOUNTED OR RECESSED INCANDESCENT OR LED WITH COMPLETELY ENCLOSED LIGHT SOURCES, (B)SURFACE MOUNTED OR RECESSED FLUORESCENT LUMINAIRES, (C) SURFACE MOUNTED FLUORESCENT OR LED LUMNARIES IDENTIFIED AS SUITABLE FOR INSTALLATION WITHIN STORAGE AREAS. MINIMUM CLEARANCES BETWEEN LUMINARIAS AND THE NEAREST POINT OF STORAGE SPACE SHALL BE AS FLOLLOWS. A. 12" FOR SURFACE MOUNTED INCANDESCENT OR LED LUMINARIES WITH COMPLETELY ENCLOSED LIGHT INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING. B. 6" FOR SURFACE MOUNTED FLUORESCENT LUMINARIAS INSTALLED ON THE WALL ABOVE THE DOOR OR ON THE CEILING. C. 6" FOR RECESSED INCANDESCENT OR LED LUMINARIES WITH A COMPLETELY ENCLOSED LIGHT SOURCE INSTALLED IN THE WALL OR CEILING. D. 6" FOR RECESSED FLUORESCENT LUMINARIES INSTALLED IN THE WALL OR CEILING. E. SURFACE-MOUNTED FLUORESCENT OF LED LUMINARIES SHALL BE PERMITTED TO BE INSTALLED WITHIN CLOSET STORAGE SPACE WHERE IDENTIFIED FOR THIS USE. 20.) ALL INSTALLED LUMINARIES SHALL BE HIGH- EFFICACY. HIGH EFFICACY LIGHT SOURCES INCLUDE A. PIN-BASED LINEAR OR COMPACT FLUORESCENT LAMPS (CFL) SOURCES USING ELECTRONIC BALLASTS. B. PULSE-START METAL HALIDE LAMPS. C. HIGH PRESSURE SODIUM LAMPS. D. GU-24 SOCKETS CONTAINING CFL OR LED LIGHT SOURCES. 21.) LUMINARIES RECESSED INTO CEILINGS SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS A. BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC). B. HAVE A LABEL THAT CERTIFIES THE LUMINARIES IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. C. BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINARIES HOUSING AND CEILING AND SHALL HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK. D. FOR LUMINARIES WITH HARDWIRED BALLASTS OR DRIVERS, ALLOW BALLAST OR DRIVER MAINTENANCE AND REPLACEMENT TO BE READILY ACCESSIBLE TO BUILDING OCCUPANTS FROM BELOW THE CEILING WITHOUT REQUIRING THE CUTTING OF HOLES IN THE CEILING. E. SHALL NOT CONTAIN SCREW BASE SOCKETS. F. SHALL CONTAIN LIGHT SOURCES THAT ARE MARKED "J8A-2016-E". 22.) EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. LIGHTING INTEGRAL TO AN EXHAUST FAN MAY BE ON THE SAME SWITCH AS THE FAN PROVIDED THE LIGHTING CAN BE SWITCHED OFF WHILE ALLOWING THE FAN TO CONTINUE TO OPERATE FOR AN EXTENDED PERIOD OF TIME. 23.) IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINARIES IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. 24.) ALL JA8 COMPLAINT LIGHT SOURCES, EXCEPT THOSE IN CLOSETS LESS THAN 70 SQUARE FEET AND THOSE IN HALLWAYS, SHALL BE CONTROLLED BY DIMMERS OR VACANCY SENSORS. 150(K)2K & TABLE 150.0-A CEC) JA8 COMPLIANT LIGHT SOURCES INCLUDE LIGHT SOURCES IN CEILING RECESSED DOWNLIGHT LUMINARIES AND GU-24 SOCKETS CONTAINING LED LIGHT SOURCES 25.) ALL RESIDENTIAL OUTDOOR LIGHTING PERMANENTLY MOUNTED TO THE RESIDENCE OR OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH-EFFICACY AND MEET THE FOLLOWING REQUIREMENTS: A. LIGHTS SHALL COMPLY WITH ONE OF THE TWO OPTIONS BELOW: I. CONTROLLED BY A PHOTOCELL AND MOTION SENSOR. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY REACTIVATES THE MOTION SENSOR WITHIN 6 HOURS. II. CONTROLLED BY (1) PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL OR (2) ASTRONOMICAL TIME CLOCK OR (3) ENERGY MANAGEMENT CONTROL SYSTEM MEETING THE REQUIREMENTS OF 150(K)3A. B. LIGHTS SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON THE AUTOMATIC ACTIONS OF ITEM I OR ITEM II CHOSEN ABOVE. 26). ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210.12(A)(1) THROUGH (6). AT KITCHEN COUNTER, INDICATE COMBINATION AFCI/GFCI RECEPTACLES 27). SMOKE ALARMS AND CARBON MONOXIDE ALARMS TO BE INSTALLED (R314; R315) - PLEASE SHOW LOCATION OF THE ALARM S ON THE PLANS. A. SMOKE ALARM: IN EACH SLEEPING ROOM. (R314.3) B. SMOKE ALARM & CARBON MONOXIDE ALARM: OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314.3; R315.3) C. SHEET E-1 -SPECIFY UL217 FOR SMOKE DETECTOR AND UL2034/2075 FOR CARBON MONOXIDE DETECTOR ON PLAN. 28).RECESSED DOWNLIGHT LUMINAIRES IN CEILINGS. IN ADDITION TO COMPLYING WITH 150.0(K)1A, LUMINAIRES RECESSED INTO CEILINGS SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: A. BE LISTED, AS DEFINED IN SECTION 100.1, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/ RATING LABORATORY; AND B. HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SHALL NOT BE REQUIRED TO BE CERTIFIED AIRTIGHT; AND C. BE SEALED WITH A GASKET OR CAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK; AND D. SHALL NOT CONTAIN SCREW BASE SOCKETS. 29). TANK-LESS - PROVIDE A DEDICATED 125 VOLT, 20 AMP ELECTRICAL GFCI RECEPTACLE CONNECTED TO THE ELECTRICAL PANEL WITH A 120/240 VOLT 3 CONDUCTOR 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET OF THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER. (CENERGYC 150.0(N)(1)(A)) 30) ALL LED LUMINAIRES ARE REQUIRED TO BE CONTROLLED BY A NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SSL-7A-COMPLIANT DIMMER UNLESS THEY ARE CONTROLLED BY A VACANCY SENSOR OR AN OCCUPANCY SENSOR. THE COMBINED USE OF NEMA SSL-7A-COMPLIANT DIMMER WITH LED LUMINAIRES CAN ENSURE FLICKER FREE OPERATION WHEN THE LUMINAIRE IS DIMMED. PLEASE SHOW DIMMER SWITCH(ES) ON THE PLANS. (2019 RESIDENTIAL COMPLIANCE MANUAL 6.3.1(G)) (N) ELECTRICAL PLAN SCALE: 3/16" = 1'-0" ELECTRICAL PLAN & NOTES (E) POWER POLE (E) POWER METER 3/16" = 1'-0" (N) SUB-PANEL PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 N 4:12 4:12 4:12 4:12 4:12 P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / L P / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / LP / L 30X22 ATTIC ACCESS 62'-5" 26'-1" 21' 18'-2" 7'-2" 52'-2" 7'-4" 34' 47'-1" 26'-1" 52'-2" 12' 1' 1' MC1 SHEET: SCALE: DATE: 11/25/2024 Revision Table Number Date Revised By Description 1 01/31/2024 JO PLANNING 2 03/08/2024 JO BP 3 04/02/2024 JO PCC 4 11/25/2024 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ (E) ROOF PLAN & MECHANICAL PLAN SCALE: 1/8" = 1'-0" (E) ROOF PLAN & MECHANICAL PLAN (E) ASPHALT SHINGLE 4 1 2 3 INTAKE LOW PROFILE VENT SHADOWHAWK - LOW PROFILE VENT LPG12 EXHAUST SHINGLE VENT 5ATTIC VENT CALCULATION MECHANICAL NOTES 1.) DUCTS PENETRATING WALL OR CEILING SEPARATIONS BETWEEN A GARAGE AND A DWELLING UNIT SHALL BE CONSTRUCTED OF MINUM 26 GAGE SHEET METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 2.) EACH BATHROOM CONTAINING A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION SHALL BE MECHANICALLY VENTILATED FOR PURPOSES OF HUMIDITY CONTROL IN ACCORDANCE WITH CMC, CHAPTER 4 AND CGBSC, CHAPTER 4, DIVISION 4.5 HUMIDITY CONTROL SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF LESS THAN OR EQUAL TO 50% TO A MAXIMUM OF 80%. 3.) A COMPRESSOR OR PORTION OF A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND LEVEL. 4.) CONDENSATE LINES FROM MECHANICAL EQUIPMENT SHALL DISCHARGE TO A PLUMBING FIXTURE OR STORM DRAIN BY MEANS OF AN INDIRECT WASTE PIPE. CONDENSATE LINES SHALL NOT DRAIN OVER A PUBLIC WAY. 5.) HOUSEHOLD COOKING APPLIANCES SHALL HAVE A VERTICAL CLEARANCE ABOVE THE COOKING TOP OF NOT LESS THAN 30 INCHES TO COMBUSTIBLE MATERIAL OR METAL CABINETS. 6.) A. THE DISTANCE FROM THE PASSAGEWAY ACCESS TO THE FURNACE SHALL NOT EXCEED 20 FEET MEASURED (FOR HEAD HEIGHT LESS THAN 6 FEET) ALONG THE CENTERLINE OF THE PASSAGEWAY. B. THE PASSAGEWAY SHALL BE UNOBSTRUCTED AND SHALL HAVE SOLID FLOORING NOT LESS THAN 24 INCHES WIDE FROM THE ENTRANCE OPENING TO THE APPLIANCE. C. A LEVEL WORKING PLATFORM NOT LESS THAN 30 INCHES BY 30 INCHES SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE D. A PERMANENT 120-VOLT RECEPTACLE OUTLET AND A LIGHTING FIXTURE SHALL BE INSTALLED NEAR THE APPLIANCE. THE SWITCH CONTROLLING THE LIGHT SHALL BE LOCATED NEAR THE ENTRANCE TO THE PASSAGEWAY 7. ) A COMPRESSOR OR PORTION OF A CONDENSING UNIT SUPPORTED FROM THE GROUND SHALL REST ON A CONCRETE OR OTHER APPROVED BASE EXTENDING NOT LESS THAN 3 INCHES ABOVE THE ADJOINING GROUND LEVEL 8.) A SEDIMENT TRAP IS TO BE PROVIDED AT THE LOCATION OF THE WATER HEATER AND THE FAU OR WHERE A SEDIMENT TRAP IS NOT INCORPORATED AS PART OF THE APPLIANCE. A SEDIMENT TRAP MUST BE INSTALLED DOWNSTREAM OF THE APPLIANCE SHUTOFF VALVE AS CLOSE TO THE INLET OF THE APPLIANCE AS PRACTICAL, BUT BEFORE THE FLEX CONNECTOR, WHERE USED AT THE TIME OF APPLIANCE INSTALLATION. SEDIMENT TRAPS ARE NOT REQUIRED AT RANGES, CLOTHES DRYERS, DECORATIVE VENTED APPLIANCES, OR GAS FIREPLACES. 9.) CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ONE ALARM ACTIVATES ALL OF THE ALARMS. (CRC R315.7) 10.) REFRIGERANT SERVICE PORTS LOCATED OUTDOORS SHALL BE FITTED WITH LOCKING-TYPE TAMPER- RESISTANT CAPS\ (CMC 1106.14) 11) LAUNDRY CLOSET A. PROVIDE CLOTHES DRYER MOISTURE EXHAUST DUCT (MIN, 4INCH DIA. MADE OF METAL WITH SMOOTH INTERIOR SURFACE) THAT TERMINATES TO THE OUTSIDE AND EQUIP WITH A BACK - DRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED TO 14 FT. WITH 2 ELBOWS SHOW THE DUCT AND TERMINATION LOCATION ON THE PLANS. (CMC 504.3). B. PROVIDE 1SQ. INCH PER 1,000 BTU/hr. GAS APPLIANCE INPUT RATING (100 SQ. IN. MINIMUM) OF MAKEUP AIR TO LAUNDRY ROOM PER CMC 504.3.2 & CMC 701.3.1. PROVIDE ANALYSIS ON THE PLANS TO JUSTIFY SIZE. 12) KITCHEN RANGE HOODS - SHALL BE INSTALLED FOR COOKING FACILITIES WITH AN APPROVED FORCED - DRAFT SYSTEM OF VENTILATION VENTED TO THE OUTSIDE OF THE BUILDING. DUCTS USED FOR DOMESTIC KITCHEN RANGE VENTILATION SHALL BE OF METAL, OR OTHER APPROVED MATERIAL AND SHALL HAVE SMOOTH INTERIOR SURFACES. DUCTS FOR DOMESTIC RANGE HOODS SHALL ONLY SERVE COOKING APPLIANCES. (CMC 504.3; § 150.0(o)1G, 2B)). A) KITCHEN VENTED RANGE HOODS - i. HERS VERIFICATION OF AIRFLOW AND SOUND RATINGS. ii. MINIMUM AIRFLOW OF 280 CFM. iii. MAXIMUM SONE RATING OF 3.0. 13) BATHROOM EXHAUST FAN(S) SHALL BE OF THE FOLLOWING: A)MIN 50 CFM. B) ENERGY STAR COMPLIANT. C) BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. D) BE RATED FOR SOUND AT A MAXIMUM OF 3 SONE. E) SWITCHED SEPARATELY FROM LIGHTING. EXHAUST SHINGLE VENT EXHAUST ROOF VENT (N) ROOF EXHAUST VENTS. PROVIDE MIN. OF 2 PER CALCS 2 MC1 2 MC1 (N) ROOF LOW PROFILE INTAKE VENTS. PROVIDE MIN. OF 3 UNITS 1 MC1 1 MC1 ATTIC VENT CALCULATION : 387 SQ. FT / 300= 1.29 * 144= 185.76 SQ. IN. AIR VENT INC. VENTS ARE SHOW AS REFERENCE ONLY, SIMILAR VENTS CAN BE USED AS LONG AS IT MEETS THE INCHES NET FREE PER LINEAR FOOT REQUIRED 1/8" = 1'-0" PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 THE KITCHEN EXHAUST HOOD SHALL PROVIDE A MINIMUM AIRFLOW RATE OF 280 CFM, AS PER CEnC TABLE 150.0-G, FOR A FLOOR AREA OF 430 SQ. FT. SEE NOTE 12 FROM MECHANICAL NOTES. WH S S S S S S S S S S S S S S C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W C / W H / W H / W H / W H / W H / W C / W C / W C / W C / W N PB1 SHEET: SCALE: DATE: 04/15/2025 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC 6 04/15/2025 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ PLUMBING NOTES 1.) WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.28 GALLONS PER FLUSH. 2.) SHOWER HEADS SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE AT 80 PSI. 3.) THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS PER MINUTE AT 60 PSI. 4.) FAUCETS IN KITCHENS SHALL HAVE A WATER FLOW NOT TO EXEED 1.8 GALLONS PER MINUTE AT 60 PSI AND MAY TEMPORARILY INCREASE THE FLOW ABOVE THE MAXIMUM RATE, BUT NOT EXCEED 2.2 GALLONS PER MINUTE, AND MUST DEFAULT TO A MAXIMUM FLOW RATE OF 1.8 GALLONS PER MINUTE. 5.) GAS WATER HEATER SHALL HAVE ALL THE FOLLOWING COMPONENTS: A. A 120V ELECTRICAL RECEPTACLE WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE WITH NO OBSTRUCTIONS. B. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN OUTSIDE AND WATER HEATER. C. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. D. A GAS SUPPLY LINE WITH A CAPACITY OF AT LEAST 200,000 BTU/HR. 6.) APPLIANCES IN ATTICS SHALL BE ACCESSIBLE THROUGH AN ACCESS OPENING AT LEAST A 22x30 INCH. THE APPLIANCE SHALL NOT BE MORE THAN 20 FEET FROM THE OPENING ALONG A PATHWAY WITH A SOLID FLOOR NOT LESS THAN 24" WIDE. PROVIDE A 30x30 INCH WORKING PLATFORM IN FRONT OF THE APPLIANCE AND PROVIDE A 120-VOLT OUTLET WITH A LIGHT FIXTURE NEAR THE APPLIANCE WITH THE LIGHT SWITCH LOCATED AT THE ENTRANCE TO THE PASSAGEWAY. 7.) DOMESTIC DISHWASHERS REQUIRE AN APPROVED DISWAHER AIR GAP FITTING ON THE DISCHARGE SIDE OF THE DISHWASHER. LISTED AIR GAPS SHALL BE INSTALLED WITH THE FLOOD-LEVEL (Fl) MARKING AT OR ABOVE THE FLOOD-LEVEL OF THE SINK OR DRAINBOARD, WHICEVER IS HIGHER. 8.) INSTANTANEOUS WATER HEATERS WITH AN INPUT RATING GREATER THAN 6.8 kbtu/HR SHALL HAVE ISOLATION VALVES ON BOTH THE COLD-WATER SUPPLY AND TE HOT WATER PIPE LEAVING THE WATER HEATER, AND HOSE BIBBS OR OTHER FITTINS ON EACH VALVE FOR FLUSHING THE WATER HEATER WHEN THE VALVES ARE CLOSED. 9. ) ALL WATER LINES SHALL BE COPPER 10. ) SEWER AND VENT PIPES SHALL BE ABS 11.) WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMBING CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPS, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC 604.1.1(d) OF THE CPC PRIOR TO PERMIT ISSUANCE. 12.) ALL HOSE BIBS MUST HAVE AN APPROVED ANTI-SIPHON DEVICE. 13.) MECHANICAL EQUIPMENT LOCATED IN A GARAGE SHALL BE GUARDED AGAINST DAMAGE BY BEING INSTALLED BEHIND PROTECTIVE BARRIERS OR BY BEING ELEVATED OR LOCATED OUT OF THE NORMAL PATH OF VEHICLES. 14.) SHOWER COMPARTMENTS SHALL BE NO LESS THAN 1,024 SQUARE INCHES AND ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. 15.) SHOWER AND TUB-SHOWER COMBINATIONS SHALL PROVIDE WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MISSING VALVE TYPE THAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. THESE VALVES SHALL CONFORM TO ASSE 1016 OR AMSE A112.18.1/CSA B125.1. HANDLE POSITION STOPS SHALL BE PROVIDED ON SUCH VALVES AND SHALL BE ADJUSTED PER THE MANUFACTURER'S INSTRUCTIONS TO DELIVER A MAXIMUM MIXED WATER SETTING OF 120 DEGREES FAHRENHEIT. WATER HEATING THERMOSTATS SHALL NOT BE CONSIDER A SUITABLE CONTROL FOR MEETING THIS PROVISION. 16). INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORDANCE WITH CPC SECTION 609.11.1 AND SECTION 609.11.2 17). BATHROOM - A SHOWER SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION PROTECTION IN ACCORDANCE WITH ASSE 1016 OR ASME A112.18.1/CSA B125.1. (CPC 408.3). B. SHOWER WALL COVERINGS SHALL BE NONABSORBENT SUCH AS CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72" ABOVE FLOOR AT SHOWER OR TUBS WITH SHOWERS. (R307.2). I. CEMENT, FIBER-CEMENT, FIBER- MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. (R702.4.2). C. WATER CLOSET SHALL HAVE 15” TO ANY WALL OR OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24” CLEAR SPACE IN FRONT. DIMENSION ON THE PLANS. (407.5 CPC). (N) PLUMBING PLAN SCALE: 1/8" = 1'-0" PLUMBING PLAN & NOTES (E) WATER METER 1/8" = 1'-0" (E) 4" SEWER LINE G.C. TO VERIFY AND LOCATED EXISTING SEWER LINE BEFORE CONSTRUCTION. (N) ABS 4" SEWER LINE TO CONNECT TO EXISTING SEWER LINE. G.C. TO VERIFY AND LOCATED EXISTING SEWER LINE BEFORE CONSTRUCTION. (N) APPROX. P.O.C. PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 Juan Orellana (N) ADU TANKLESS WATER HEATER (E) GAS METER (N) 7' GAS LINE (N) 1/2" HOT WATER LINE (N) 1/2" COLD WATER LINE (E) MAIN WATER VALVE PB2 SHEET: SCALE: DATE: 11/25/2024 Revision Table Number Date Revised By Description 1 10/27/2023 JO PLANNING 2 01/31/2024 JO PLANNING 3 03/08/2024 JO BP 4 04/02/2024 JO PCC 5 11/25/2024 JO PCC COMPA'S DESIGN SERVICES 949 N. IROQUOIS AVE. ANAHEIM, CA 92801 JUAN ORELLANA _____________ PROJECT NAME: MANUEL & MARIA CASAS MAIN HOUSE ADDRESS: 2617 DEODAR ST., SANTA ANA, CA 92705 ADU ADDRESS: 2617 DEODAR ST. UNIT #2, SANTA ANA, CA 92705 KITCHEN SINK 1.5 CLOTH WASHER 4.0 LAVATORY 1 SHOWER 2.0 WATER CLOSET 2.5 KITCHEN SINK 1.5 SHOWER 2.0 WATER CLOSET 2.5 LAVATORY 1 LAVATORY 1 WATER CLOSET 2.5 BATHTUB 4 HOSE BIB 2.5 CLOTH WASHER 4.0 PLUMBING NOTES Juan Orellana CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FACILITY FEES ORANGE UNIFIED SCHOOL DISTRICT 1401 N. Handy St., Orange, CA 92867 Phone: (714) 628-5371 Developer/Applicant: MARIA CASAS 1109 N WRIGHT SANTA ANA, CA 92701 Property Owner: Address: CITY OF SANTA ANA Planning and Building Agency Approved FOR PERMIT ISSUANC r Master ID: Date: Phone: 1951) 809-3988 Phone: PROJECT Address / Location: 2617 N DEODAR ST, STE #2, SANTA ANA, CA 92705 Tentative Tract #: ® Single Family No. of Dwelling Units: ❑ Multi Family /Condos / Apt RESIDENTIAL Total Square Footage: 387 SF Applicable Fee Level: ® 1 ❑ 2 Multiplied by Applicable Fee: $4.57 Total School Facility Fees: $ 0 COMMERCIAL Total Square Footage: SF Multiplied by Applicable Fee: $ Total School Facility Fees: $ FEES WAIVED ❑ NO YES Reason: Note: Garage conversion to ADU under 500 sf I certify that the above representations are true and correct. Developer/Applicant agrees that if it is later determined that such representations are not true, then this Certificate of Compliance shall automatically terminate, and the appropriate City/County shall be noti fied. Developer / Applicant Signature: L,fsu� C • This certifies that the above -named Developer/Applicant has paid school facility fees in compliance with Education Code Section 17620 et. seq. and Government Code Section 65995 et. Seq Date: 5/5/25 By: Angelique Macis Title: Lead Accounting Tech NOTICE: The 90-day period in which u may protest the fee described herein will begin on the date this fee is pad. However, if the fee was imposed by the City or County o condition of approval for your project, and you have received the requisite notice. the 90-day protest period began at the time your project was approved by the City or County. Certificate of Compliance Rev. 04/15/23 CERTIFICATE OF COMPLIANCE PAYMENT OF SCHOOL FACILITY FEES ORANGE UNIFIED SCHOOL DISTRICT 1401 N. Handy St., Orange, CA 92867 Phone: (714) 628-5371 Developer/Applicant: MARIA CASAS 1 109 N WRIGHT SANTA ANA, CA 92701 Property Owner: Address: CITY OF SANTA ANA Planning and Building Agency may, lS. Approved FOR PERMIT ISSUANCE Master ID: Date: Phon Phone: PROJECT Address / Location: 2617 N DEODAR ST, STE #2, SANTA ANA, CA 92705 Tentative Tract #: Z Single Family No. of Dwelling Units: ❑ Multi Family /Condos / Apt RESIDENTIAL Total Square Footage: 387 SF Applicable Fee Level: ❑x 1 ❑ 2 Multiplied by Applicable Fee: $4.57 Total School Facility Fees: $ 0 COMMERCIAL Total Square Footage: SF Multiplied by Applicable Fee: $ Total School Facility Fees: $ FEES WAIVED ❑ NO FV1 YES Reason: Note: Garage conversion to ADU under 500 sf I certify that the above representations are true and correct. Developer/Applicant agrees that if it is later determined that such representations are not true, then this Certificate of Compliance shall automatically terminate, and the appropriate City/County shall be notified. Developer / Applicant Signature: This certifies that the above -named Developer/Applicant has paid school facility fees in compliance with Education Code Section 17620 et. seq. and Government Code Section 65995 et. Seq Date: 5/5/25 By: Angelique Macis Title: Lead Accounting Tech NOTICE: The 90-day period in whichyziru may protest the fee described herein will begin on the date this fee is paid. However, if the fee was imposed by the City or County as a condition of approval for your project, and you have received the requisite notice, the 90-day protest period began at the time your project was approved by the City or County. Certificate of Compliance Rev. 04/ 15/23 Dong Engineering, Inc. 7661 GARDEN GROVE BLVD. , GARDEN GROVE, CA 92841 Office: (714) 617-5979 Email: info@dongengineering.com DATE:2/16/2025 CLIENT: JOB NO.:240140 Project: GARAGE CONVERT TO ADU STRUCTURAL CALCULATIONS FOR THE BUILDING AT: 2617 DEODAR ST, SANTA ANA, CA 92705 1 of 14 Dong Engineering Inc. GARAGE CONVERT TO ADU Job#:240140 2617 DEODAR ST, SANTA ANA, CA 92705 Date: ROOF:SHINGLE Slope 4:12 Live Load 20 psf Roof'g Material 3.0 psf Sheathing 2.0 psf Trusses / Rafters 2.0 psf Ceiling Joists 2.0 psf Drywall 2.0 psf Sprinkler 0.5 psf Solar 3.0 psf Miscellaneous 0.5 psf Total D.L.15 psf Total Load 35 psf EXTERIOR WALL:INTERIOR WALL: EXTERIOR:9 DRYWALL:3 DRYWALL:3.0 DRYWALL:3.0 STUDS:2.0 STUDS:2.0 MISC.:1.0 MISC.:2.0 DL=15.0 PSF DL=10.0 PSF REVISIONS: 1 Sheets:Date: Init:Remark: 2 Sheets:Date: Init:Remark: 3 Sheets:Date: Init:Remark: 4 Sheets:Date: Init:Remark: 5 Sheets:Date: Init:Remark: 6 Sheets:Date: Init:Remark: LOADING CONDITIONS 2/16/2025 2 of 14 Dong Engineering Inc. GARAGE CONVERT TO ADU 2617 DEODAR ST, SANTA ANA, CA 92705 Job#: 240140 Date: 2/16/2025 PLAN: 1 CODE: CBC 2022 A. General: Number of stories 1 Building risk category II Design Code CBC 2022 Load standard ASCE 7-16 ASCE 7-16 Design Load Combination ASD B. Lateral Loads Data: WIND STANDARD ASCE 7-16(Directional Procedure) Wind Exposure C Wind Speed 110 Enclosure Enclosed Building Velocity pressure qz = 0.00256KzKztKdKeV2 (26.10-1) Velocity pressure exposure coefficient Kz (Table 26.10-1) Directionality Factor Kd (Table 26.6-1) Topographic factor defined Kzt (26.8.2) Gust Effect Factor G (26.11.1) Pressures for MWFRS p = qGCp – qi(GCpi)(27.3-1) External pressure coefficient Cp (Fig. 27.3-1) Internal pressure coefficient Gcpi (Table 26.13-1) SEISMIC STANDARD ASCE 7-16(Equivalent Lateral Force Procedure) Seismic Design Category (Table 11.6-1) Importance factor I (Table 1.5-2) Soil Site Class D-Default (Table 20-3-1) Response modification coefficient R = 6.5 (Table 12.2-1) System overstrength coefficient Ω = 2.5 (Table 12.2-1) Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2) Building Height (ft)13.5 Building period T=Ta (sec) = 0.25 (Formula 12.8-7) Base Shear Adjustment Factor = 1 Seismic response coefficient Cs = 0.16 (Formula 12.8-2) BUILDING INFORMATION 3 of 14 USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error. USGS web services are now operational so this tool should work as expected. 2617 Deodar St, Santa Ana, CA 92705, USA Latitude, Longitude: 33.7725519, -117.8316302 Date 2/16/2025, 6:37:13 PM Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.337 MCER ground motion. (for 0.2 second period) S1 0.476 MCER ground motion. (for 1.0s period) SMS 1.604 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.069 Numeric seismic design value at 0.2 second SA SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null -See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null -See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.558 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.67 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.337 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.433 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.5 Factored deterministic acceleration value. (0.2 second) S1RT 0.476 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.514 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.6 Factored deterministic acceleration value. (1.0 second) PGAd 0.569 Factored deterministic acceleration value. (Peak Ground Acceleration) PGAUH 0.558 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration CRS 0.933 Mapped value of the risk coefficient at short periods CR1 0.927 Mapped value of the risk coefficient at a period of 1 s CV 1.367 Vertical coefficient 2/16/25, 6:37 PM U.S. Seismic Design Maps https://www.seismicmaps.org 1/2 4 of 14 DISCLAIMER While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website. 2/16/25, 6:37 PM U.S. Seismic Design Maps https://www.seismicmaps.org 2/2 5 of 14 1Y 1X ROOF SHEARWALL LAYOUT A B 6 of 14 Dong Engineering Inc. GARAGE CONVERT TO ADU 2617 DEODAR ST, SANTA ANA, CA 92705 Job#: 240140 Date: 2/16/2025 PLAN: 1 CODE: CBC 2022 SECTION: 1X Number of Story: 1 Section width: 18.5(ft)Section length: 21.5(ft) Base height: 0(ft)Slope roof height: 13(ft)Gable mean roof height: 11.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 52.5(ft), L = 47.5(ft), H = 13.5(ft)-->L/B = 0.9, H/L = 0.28 Wall coefficient: Cpw = 0.8, Cpl = -0.5 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.069, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.069*1*W/6.5 = 0.1151*W Total Seismic Load = 55.26 = 55.26 PLF Redistrib: 480*9 = 4320 PLFxFT DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 78.94 x 18.5 / (2 x 21.5) = 33.96 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 78.94 x 18.5^2 / (8 x 21.5) = 157.08 LBS Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction) (z, Kz, qz, P): (15, 0.85, 22.35, 24.7); (15, 0.85, 22.35, 15.2) ROOF Roof = 15*21.5 = 322.5 PLF Wall = 15*1*4.5 + 10*2*4.5 = 157.5 PLF Shear = 0.1151(322.5+157.5) = 0.1151*480 = 55.25 PLF Plate height: ROOF = 9(ft) SHEAR ROOF = 55.26*480*9/4320 = 55.26 PLF SHEAR ROOF = 0.6*W = 78.08(plf) ROOF 78.08 PLF WIND GOVERN 7 of 14 Dong Engineering Inc. GARAGE CONVERT TO ADU 2617 DEODAR ST, SANTA ANA, CA 92705 Job#: 240140 Date: 2/16/2025 PLAN: 1 CODE: CBC 2022 SECTION: 1Y Number of Story: 1 Section width: 21.5(ft)Section length: 18.5(ft) Base height: 0(ft)Slope roof height: 13(ft)Gable mean roof height: 11.5(ft) WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS: Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1 Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1 B = 47.5(ft), L = 52.5(ft), H = 13.5(ft)-->L/B = 1.11, H/L = 0.26 Wall coefficient: Cpw = 0.8, Cpl = -0.48, Roof coefficient: Cpw = (0.13;-0.37), Cpl = -0.57 Wind exposure = C-->anpha = 9.5, zg = 900 Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh) WIND LOAD: SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE: Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.069, SD1 = 2FvS1/3 =0, Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.069*1*W/6.5 = 0.1151*W Total Seismic Load = 52.67 = 52.67 PLF Redistrib: 457.5*9 = 4117.5 PLFxFT DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10 ROOF DIAPHRAGM Max shear = 75.24 x 21.5 / (2 x 18.5) = 43.72 PLF Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c. Chord force = 75.24 x 21.5^2 / (8 x 18.5) = 235 LBS Splice w/ min. (2) 16d sinker nails each side of splice at 8" o.c. (standard construction) (z, Kz, qz, P): (15, 0.85, 22.35, 24.3) ROOF Roof = 15*18.5 = 277.5 PLF Wall = 15*2*4.5 + 10*1*4.5 = 180 PLF Shear = 0.1151(277.5+180) = 0.1151*457.5 = 52.66 PLF Plate height: ROOF = 9(ft) SHEAR ROOF = 52.67*457.5*9/4117.5 = 52.67 PLF SHEAR ROOF = 0.6*W = 97.55(plf) ROOF 97.55 PLF WIND GOVERN 8 of 14 Do ng E n g i n e e r i n g I n c . GA R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , S A N T A A N A , C A 9 2 7 0 5 Jo b # : 2 4 0 1 4 0 Da t e : 2 / 1 6 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 W a l l Se c . St o . W i n d Se i s m i c Sp a n Of f s e t W i n d Se i s m i c (# ) (# ) (# ) v_ ( p l f ) v_ ( p l f ) (f t ) (f t ) V_ ( l b ) V_ ( l b ) A Ty p e A : W i n d = 7 2 3 ( l b ) , S e i s m i c = 6 6 5 ( l b ) A 1X 1 78 . 1 55 . 3 18 . 5 72 2 51 1 l- - - - - - - - - - - - - - - 1 8 . 5 ( f t ) - - - - - - - - - - - - - - - l B Ty p e A : W i n d = 7 2 3 ( l b ) , S e i s m i c = 6 6 5 ( l b ) B 1X 1 78 . 1 55 . 3 18 . 5 72 2 51 1 l- - - - - - - - - - - - - - - 1 8 . 5 ( f t ) - - - - - - - - - - - - - - - l #N / A #N / A #N / A #N / A #N / A #N / A De s c r i p t i o n V_ ( l b ) = v _ ( p l f ) * S p a n * S p a n / 2 / ( S p a n + O f f s e t ) LA T E R A L p F a c t o r : X D i r e c t i o n : p = 1 . 3 ; Y D i r e c t i o n : p = 0 9 of 14 Do ng E n g i n e e r i n g I n c . GA R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , S A N T A A N A , C A 9 2 7 0 5 Jo b # : 2 4 0 1 4 0 Da t e : 2 / 1 6 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 5 " | 4 * d * 1 . 4 = 0 . 2 8 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 4. 7 5 6. 2 5 4. 0 0 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n HD U 2 Po s t S i z e 4x 4 Up l i f t ( k i p s ) 0. 6 Co m . ( k i p s ) 1. 0 Ri g h t S i d e Ho l d D o w n HD U 2 Po s t S i z e 4x 4 Te n s i o n ( k i p s ) 0. 6 Co m . ( k i p s ) 1. 0 An c h o r B o l t 5/ 8 " x 1 2 " [2 ] sp a c e d e q u a l l y 2. 7 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E A ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 7 2 3 l b s | S e i s m i c : 6 6 5 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 . 3 ) To t a l L e n g t h = 2 1 f t | T o t a l S h e a r W a l l L e n g t h = 6 . 2 5 f t | S h e a r D i a p h r a g m = 3 5 p l f | D e s i g n S h e a r W a l l = 1 1 6 p l f ( W i n d ) / 1 0 6 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 4 / 1 . 4 ) = 1 . 4 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 1 . 9 / 1 . 9 ) = 1 . 9 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 3. 2 5 P1 27 8 -23 5 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 10 of 14 Do ng E n g i n e e r i n g I n c . GA R A G E C O N V E R T T O A D U 26 1 7 D E O D A R S T , S A N T A A N A , C A 9 2 7 0 5 Jo b # : 2 4 0 1 4 0 Da t e : 2 / 1 6 / 2 0 2 5 PL A N : 1 CO D E : C B C 2 0 2 2 Ma x p a n e l d e f l e c t i o n : = 0 . 0 1 " | 4 * d * 1 . 4 = 0 . 0 6 " < 0 . 0 2 x 1 0 8 = 2 . 1 6 " 3. 2 5 8. 0 0 1. 0 0 5. 0 0 1. 7 5 OV E R T U R N A N A L Y S I S Le f t S i d e Ho l d D o w n No U p l i f t Po s t S i z e Up l i f t ( k i p s ) Co m . ( k i p s ) Ri g h t S i d e Ho l d D o w n No U p l i f t Po s t S i z e Te n s i o n ( k i p s ) Co m . ( k i p s ) An c h o r B o l t 5/ 8 " x 1 2 " [2 ] sp a c e d e q u a l l y 6. 2 5 2. 2 5 P1 3. 2 5 Dr a g F o r c e : A: S i m p s o n M S T A 3 0 ( 1 8 8 0 L B ) - A l t o n e r o w ( 9 ) # 1 6 e a . s i d e o f s p l i c e Fr a m i n g C l i p s S p a c i n g S e e S h e a r W a l l S c h e d u l e 9.00 ft LI N E B ( D i r e c t i o n : X ) @ F I R S T F L O O R | W i n d : 7 2 3 l b s | S e i s m i c : 6 6 5 l b s | S h e a r P a n e l T y p e : A | ( þ = 1 . 3 ) To t a l L e n g t h = 3 0 . 7 5 f t | T o t a l S h e a r W a l l L e n g t h = 8 f t | S h e a r D i a p h r a g m = 2 4 p l f | D e s i g n S h e a r W a l l = 9 0 p l f ( W i n d ) / 8 3 p l f ( S e i s m i c ) Se i s m i c L o a d C o m b i n a t i o n : ( 1 . 0 + 0 . 1 4 S DS )D + H + F + 0 . 7 Q E ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : ( 0 . 6 - 0 . 1 4 S DS )D + H + 0 . 7 Q E ( T e n s i o n ) W i n d L o a d C o m b i n a t i o n : D + 0 . 7 5 L + 0 . 7 5 ( 0 . 6 W ) ( C o m p r e s s i o n ) | L o a d C o m b i n a t i o n U s e : 0 . 6 D + H + 0 . 6 W ( T e n s i o n ) Se i s m i c C a p a c i t y : P 1 ( 1 . 8 / 1 . 8 ) = 1 . 8 k i p s ( S e c . 4 . 3 . 4 . 1 ) W i n d C a p a c i t y : P 1 ( 2 . 5 / 2 . 5 ) = 2 . 5 k i p s ( S e c . 4 . 3 . 4 . 1 ) In d i v i d u a l f u l l - h e i g h t w a l l s e g m e n t s h e a r w a l l ( S e c . 4 . 3 . 2 . 1 ) 77 -46 3 d = 8𝑣 ℎ3 𝐸 � � � � + 𝑣ℎ 10 0 0 � � 𝑎 + ℎ𝑏 ∆𝑎 11 of 14 Dong Engineering Inc. GARAGE CONVERT TO ADU 2617 DEODAR ST, SANTA ANA, CA 92705 Job#: 240140 Date: 2/16/2025 PLAN: 1 CODE: CBC 2022 Shear Wall (X-X Direction) Line Story Section Span Wind Seismic Added V (lb)H L v Type ###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf) A 1 1X 18.5 78 55 9 6.25 116 A B 1 1X 18.5 78 55 9 8 90 A v(plf) = V/L Shear wall design concept is chosen as Individual full-height wall segment (Sec. 4.3.2.1 ) and Force-Transfer Around Openings (FTAO) (Sec. 4.3.2.2 ). For mix-type, chosen concept is determined by more critical design result. V2 = Seismic*Span/2 + Added Vseismic Line shear V = Maximum(V1;V2) V1 = Wind*Span/2 + Added Vwind SUMMARY SHEAR WALL 12 of 14 Dong Engineering Inc. GARAGE CONVERT TO ADU 2617 DEODAR ST, SANTA ANA, CA 92705 Job #: 240140 Date : 02/16/2025 Plan : 1 BEAM : C1 - C.J. 2X8 DFL#2 @ 16" O.C. TYP. (MAX L= 20'-3") Loads(Downward+) Ceiling Joist: (4+10)(1.3) = (DL=5.3PLF; LLr=13.4PLF) form 0 to 20.25 Reactions (D+Lr+L/Max. Load comb.) Bearing Down Up 1 189/189 0 2 189/189 0 USE 2 x 8 Critcal Shear = 189 LB @0' 1.5xV/(F'v x A)= 0.11 F'v = 225, A = 10.88 Critcal Moment = 958 LB-FT @10.12' M/(F'b x S)= 0.56 F'b = 1552, S = 13.14 Critical Deflection for TL = -0.928 INCH @ 10.12 L/240 = 1.012" Critical Deflection for LL = -0.663 INCH @ 10.12 L/360 = 0.675" 1 2 Moment Shear Deflection 20.25' 13 of 14 Dong Engineering Inc. GARAGE CONVERT TO ADU 2617 DEODAR ST, SANTA ANA, CA 92705 Job#: 240140 Date: 2/16/2025 PLAN: 1 CODE: CBC 2022 1500 psf Trib Trib Wall Height DL(psf)LL(psf)roof(ft)DL(psf)LL(psf)floor(ft)DL(psf)wall(ft) 15 20 4 15 9 Roof:(DL+LL)(Trib) =140 plf Floor:(DL+LL)(Trib) =0 plf Wall:DL (Height)=135 plf 275 plf 275 /(12"/12)=275 psf< 1500 psf P(allowable) P(allowable) = 4,500 # 18 in FOUNDATION - 1-STORY Allowable soil bearing value: Roof Floor use 12" wide cont. ftg w/ 2-#4 top & bott. 45𝑜 14 of 14 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 1 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 GENERAL INFORMATION 01 Project Name 240140 02 Run Title Title 24 Analysis 03 Project Location 2617 DEODAR ST, 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92705 07 Software Version EnergyPro 9.2 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)250 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)1760 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1760 19 Glazing Percentage (%)11.02% 20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 387 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 Building does not incorporate Special Features CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 2 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 30.67 0 30.61 0 0.06 Space Cooling 0 105.53 0 108.66 0 -3.13 IAQ Ventilation 0 0 0 0 0 0 Water Heating 0 39.9 0 36.18 0 3.72 Self Utilization/Flexibility Credit Efficiency Compliance Total 0 176.1 0 175.45 0 0.65 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 6.8 0 6.8 Appl. & Cooking 0 15.72 0 15.72 Plug Loads 0 42.46 0 42.46 Outdoor Lighting 0 1.65 0 1.65 TOTAL COMPLIANCE 0 242.73 0 242.08 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 3 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 35.76 34.92 0.84 2.35 Net EUI2 35.76 34.92 0.84 2.35 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Indoor air quality ventilation •Minimum Airflow •Refrigerant Charge verification required if a refrigerant containing component is altered •Fan Efficacy Watts/CFM •Verified HSPF •Verified heat pump rated heating capacity •Duct leakage testing •Duct Sealing required if a duct system component, plenum, or air handling unit is altered BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems 240140 1760 1 5 2 0 1 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 4 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status ADU Conditioned (N) HVAC1 387 9 DHW Sys 1 Existing Unchanged (E) House Conditioned (E) HVAC2 1373 9 DHW Sys 1 Existing Unchanged OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing Condition Front wall ADU R-15 Wall 250 Front 146 32 90 none Altered No Left wall ADU R-15 Wall 340 Left 189 15 90 none Altered No Right wall ADU R-15 Wall 160 Right 189 26 90 none Altered No Front wall 2 (E) House R-0 Wall 250 Front 306 32 90 none Existing No Left wall 2 (E) House R-0 Wall 340 Left 234 0 90 none Existing No Rear wall (E) House R-0 Wall 70 Back 469 122 90 none Existing No Right wall 2 (E) House R-0 Wall 160 Right 234 27 90 none Existing No Interior front wall to AD (E) House>>ADU R-0 Wall1 n/a n/a 146 0 n/a Existing No Roof ADU R-30 Roof Attic n/a n/a 387 n/a n/a Altered No Roof 2 (E) House R-0 Roof Attic n/a n/a 1373 n/a n/a Existing No ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic ADU Attic RoofADU Ventilated 4 0.1 0.85 No No Existing No Attic (E) House Attic Roof(E) House Ventilated 4 0.1 0.85 No No Existing No CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 5 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientatio n Azimuth Width (ft) Heigh t (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existing Condition WN 03 Window Front wall Front 250 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 03 2 Window Front wall Front 250 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 04 Window Left wall Left 340 1 9 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 02 Window Left wall Left 340 1 6 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 01 Window Right wall Right 160 1 6 0.3 NFRC 0.23 NFRC Bug Screen New NA WE 3040 Window Front wall 2 Front 250 1 12 0.3 NFRC 0.23 NFRC Bug Screen Existing No DE 8068 Window Rear wall Back 70 1 54 0.3 NFRC 0.23 NFRC Bug Screen Existing No WE 7640 Window Rear wall Back 70 1 30 0.3 NFRC 0.23 NFRC Bug Screen Existing No WE 6030 Window Rear wall Back 70 1 18 0.3 NFRC 0.23 NFRC Bug Screen Existing No WE 3030 Window Right wall 2 Right 160 1 9 0.3 NFRC 0.23 NFRC Bug Screen Existing No WE 6030 2 Window Right wall 2 Right 160 1 18 0.3 NFRC 0.23 NFRC Bug Screen Existing No OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2)U-factor Status Verified Existing Condition DN 01 Right wall 20 0.5 New n/a DE 3068 Front wall 2 20 0.2 Existing No DE 3068 2 Rear wall 20 0.2 Existing No CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 6 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition Slab-on-Grade ADU 387 80 none 0 80%No Altered No Slab-on-Grade 2 (E) House 1373 157 none 0 80%No Existing No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Exterior Finish: 3 Coat Stucco R-0 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Other Side Finish: Gypsum Board Attic RoofADU Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Attic Roof(E) House Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 7 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-20.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board R-0 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / None 0.481 Cavity / Frame: no insul. / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#)Status Verified Existing Condition Existing Water Heating System DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)New NA CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 8 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Status Verified Existing Condition DHW Heater 1 Gas Consumer Instantaneous 1 0 UEF 0.93 Btu/Hr 200000 0 n/a n/a New n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Existing HVAC System (N) HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 HVAC Fan 1 Air Distribution System 1 Setback New No (E) HVAC2 Heating and cooling system other Heating Component 2 1 Cooling Component 2 1 HVAC Fan 2 Air Distribution System 2 n/a Existing No CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 9 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 HVAC - HEATING UNIT TYPES 01 02 03 04 05 Name System Type Number of Units Heating Efficiency Heating Unit Brand Heating Component 2 Central gas furnace 1 AFUE - 78 n/a HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 09 Name System Type Number of Units Efficiency Metric Efficiency EER/EER2/CEER Efficiency SEER/SEER2 Zonally Controlled Mulit-speed Compressor HERS Verification Cooling Component 2 Central split AC 1 EER/SEER 11 12 Not Zonal Single Speed Cooling Component 2-hers-cool HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 Central split HP 1 HSPF 10 17000 13500 EERSEER 14 12 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Required 350 Not Required Not Required No Yes Yes Yes CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 10 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Status Verified Existing Condition Existing Distribution system New Ducts >= 25 ftSuppl y Retur n Suppl y Retur n Suppl y Retur n Air Distribution System 1 Unconditio ned attic Non- Verified R-6 R-6 Atti c Atti c n/a n/a No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist New n/a No Air Distribution System 2 Unconditio ned attic Non- Verified R-8 R-8 Atti c Atti c n/a n/a No Bypass Duct Existing (not specified) Air Distribution System 2-hers-dist Existing No No HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan HVAC Fan 2 HVAC Fan 0.45 HVAC Fan 2-hers-fan CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 11 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.45 HVAC Fan 2-hers-fan Not Required 0 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2024-03-31T22:35:40-07:00 (Page 12 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-03-31 22:36:03 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 1 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 GENERAL INFORMATION 01 Project Name 240140 02 Run Title Title 24 Analysis 03 Project Location 2617 DEODAR ST, 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92705 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)250 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft2)387 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)1373 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1760 19 Glazing Percentage (%)11.02% 20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 387 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 2 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2) Space Heating 0 20.83 0 21.2 0 -0.37 Space Cooling 0 70.09 0 73.72 0 -3.63 IAQ Ventilation 0 0 0 0 0 0 Water Heating 0 39.9 0 32.9 0 7 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 130.82 0 127.82 0 3 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 6.8 0 6.8 Appl. & Cooking 0 17.92 0 17.92 Plug Loads 0 42.46 0 42.46 Outdoor Lighting 0 1.65 0 1.65 TOTAL COMPLIANCE 0 199.65 0 196.65 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 3 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 29.64 27.87 1.77 5.97 Net EUI2 29.64 27.87 1.77 5.97 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Point of use HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Indoor air quality ventilation •Minimum Airflow •Refrigerant Charge verification required if a refrigerant containing component is altered •Fan Efficacy Watts/CFM •Verified HSPF •Verified heat pump rated heating capacity •Duct leakage testing •Duct Sealing required if a duct system component, plenum, or air handling unit is altered BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems 240140 1760 1 5 2 0 1 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 4 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status ADU Conditioned (N) HVAC1 387 9 DHW Sys 1 New (E) House Conditioned (E) HVAC2 1373 9 DHW Sys 1 Existing Unchanged OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing Condition Front wall ADU R-15 Wall 250 Front 146 32 90 none New n/a Left wall ADU R-15 Wall 340 Left 189 15 90 none New n/a Right wall ADU R-15 Wall 160 Right 189 26 90 none New n/a Front wall 2 (E) House Default Wall Prior to 197 250 Front 306 32 90 none Existing No Left wall 2 (E) House Default Wall Prior to 197 340 Left 234 0 90 none Existing No Rear wall (E) House Default Wall Prior to 197 70 Back 469 122 90 none Existing No Right wall 2 (E) House Default Wall Prior to 197 160 Right 234 27 90 none Existing No Interior front wall to AD (E) House>>ADU R-15 Wall1 n/a n/a 146 0 n/a Existing No Roof ADU R-30 Roof Attic n/a n/a 387 n/a n/a New n/a Roof 2 (E) House Default Roof Prior to 197 n/a n/a 1373 n/a n/a Existing No 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 5 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic ADU Attic RoofADU Ventilated 4 0.1 0.85 No No New n/a Attic (E) House Attic Roof(E) House Ventilated 4 0.1 0.85 No No Existing No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientatio n Azimuth Width (ft) Heigh t (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existing Condition WN 03 Window Front wall Front 250 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 03 2 Window Front wall Front 250 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 04 Window Left wall Left 340 1 9 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 02 Window Left wall Left 340 1 6 0.3 NFRC 0.23 NFRC Bug Screen New NA WN 01 Window Right wall Right 160 1 6 0.3 NFRC 0.23 NFRC Bug Screen New NA WE 3040 Window Front wall 2 Front 250 1 12 0.55 NFRC 0.67 NFRC Bug Screen Existing No DE 8068 Window Rear wall Back 70 1 54 0.55 NFRC 0.67 NFRC Bug Screen Existing No WE 7640 Window Rear wall Back 70 1 30 0.55 NFRC 0.67 NFRC Bug Screen Existing No WE 6030 Window Rear wall Back 70 1 18 0.55 NFRC 0.67 NFRC Bug Screen Existing No WE 3030 Window Right wall 2 Right 160 1 9 0.55 NFRC 0.67 NFRC Bug Screen Existing No WE 6030 2 Window Right wall 2 Right 160 1 18 0.55 NFRC 0.67 NFRC Bug Screen Existing No 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 6 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2)U-factor Status Verified Existing Condition DN 01 Right wall 20 0.5 New n/a DE 3068 Front wall 2 20 0.2 Existing No DE 3068 2 Rear wall 20 0.2 Existing No SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition Slab-on-Grade ADU 387 80 none 0 80%No New n/a Slab-on-Grade 2 (E) House 1373 157 none 0 80%No Existing No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Default Wall Prior to 197 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Exterior Finish: 3 Coat Stucco R-15 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Other Side Finish: Gypsum Board 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 7 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers Attic RoofADU Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 Attic Roof(E) House Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x4 R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-20.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board Default Roof Prior to 197 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O. C.R-11 None / None 0.083 Over Ceiling Joists: R-1.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#)Status Verified Existing Condition Existing Water Heating System DHW Sys 1 Domestic Hot Water (DHW)Point of Use DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)New NA 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 8 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Status Verified Existing Condition DHW Heater 1 Gas Consumer Instantaneous 1 0 UEF 0.93 Btu/Hr 200000 0 n/a n/a New n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Existing HVAC System (N) HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 HVAC Fan 1 Air Distribution System 1 Setback New No (E) HVAC2 Heating and cooling system other Heating Component 2 1 Cooling Component 2 1 HVAC Fan 2 Air Distribution System 2 n/a Existing No 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 9 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 HVAC - HEATING UNIT TYPES 01 02 03 04 05 Name System Type Number of Units Heating Efficiency Heating Unit Brand Heating Component 2 Central gas furnace 1 AFUE - 60 n/a HVAC - COOLING UNIT TYPES 01 02 03 04 05 06 07 08 09 Name System Type Number of Units Efficiency Metric Efficiency EER/EER2/CEER Efficiency SEER/SEER2 Zonally Controlled Mulit-speed Compressor HERS Verification Cooling Component 2 Central split AC 1 EER/SEER 11 12 Not Zonal Single Speed Cooling Component 2-hers-cool HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 Central split HP 1 HSPF 10 17000 13500 EERSEER 14 12 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Required 350 Not Required Not Required No Yes Yes Yes 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 10 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Status Verified Existing Condition Existing Distribution system New Ducts >= 25 ftSuppl y Retur n Suppl y Retur n Suppl y Retur n Air Distribution System 1 Unconditio ned attic Non- Verified R-6 R-6 Atti c Atti c n/a n/a No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist New n/a n/a Air Distribution System 2 Unconditio ned attic Non- Verified R-6 R-6 Atti c Atti c n/a n/a No Bypass Duct Existing (not specified) Air Distribution System 2-hers-dist Existing No n/a HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Not Required Not Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan HVAC Fan 2 HVAC Fan 0.58 HVAC Fan 2-hers-fan 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 11 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.45 HVAC Fan 2-hers-fan Not Required 0 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:240140 Calculation Date/Time:2025-02-13T14:23:22-08:00 (Page 12 of 12) Calculation Description:Title 24 Analysis Input File Name:GARAGE CONVERSION TO ADU Z8.ribd22x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-02-13 14:23:27 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Truong Dong Dong Engineering 02/13/2025 10692 silver cir garden grove, CA 92843 (714) 204-2874 Truong Dong Dong Engineering 02/13/2025 10692 silver cir N/A garden grove, CA 92843 (714) 204-2874 425-P010047619A-000-000-0000000-0000 02/13/2025 14:23 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org INTERIM CITY MANAGER Tom Hatch CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall February 25, 2024 Also sent via email to: compasdesignservices@gmail.com Maria Casas 1109 N Wright Street Santa Ana, CA 92701 Subject: Address Assignment for an Accessory Dwelling Unit located at 2617 North Deodar Street (APN: 396-273-12). in Santa Ana, CA Dear Maria, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a garage-conversion ADU located at 2617 North Deodar Street (APN: 396-273-12). Notice is hereby given that the following assigned address shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address to be Activated/Posted 2617 North Deodar Street, Un To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 664-2753 or by email at PRaj@santa-ana.org. Sincerely, Punkaj Raj Planning Technician Exhibit A – Address Plan Address Letter for 2617 North Deodar Street Page 2 of 2 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager N (ADU) 2617 N DEODAR STREET, UNIT 2 EXHIBIT A: ADDRESS PLAN (E) PRIMARY DWELLING 2617 N DEODAR STREET O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR