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HomeMy WebLinkAboutFLOOD ZONE - 5603 W Highland Ave - PlanSCOPE OF WORK: 1. ROOM ADDITION AND REMODELING. CONCRETE LANDSCAPING LEGEND PROPERTY LINEPL DATA: · OWNERS: DUNG THI DONG TEL: 714-200-8872 · LOT SIZE: 6,840 SQ.FT. · ZONE = R-1 · PARCEL NUMBER: 108-505-03 · TYPE OF CONSTRUCTION: V-B · PROJECT DESIGN CRITERIA PER 2019 CBC, SECTION 1603.1 · **UNDERGROUND SERVICES ALERT: CALL TOLL FREE: 811 BEFORE YOU DIG · CRC R106.1.1 & R106.2 · FLOOD ZONE: A (AREA WITH FLOOD RISK) · MAIN RESIDENCE FIRE SPRINKLERS: NONE · PROPOSED ADU FIRE SPRINKLERS: NOT REQUIRED · PROPOSED ADU AREA: 800 SQ.FT. · VHFHSZ: NO · OCCUPANCY: R-3 · STORY: 1 STORY BUILDING FOOT PRINT SEWER LINESS WATER SUPPLY LINEWATER CODE REQUIREMENT: THIS PROJECT SHALL COMPLY WITH THE: · 2022 CALIFORNIA RESIDENTIAL CODE (CRC) · 2022 CALIFORNIA MECHANICAL CODE (CMC) · 2022 CALIFORNIA PLUMBING CODE (CPC) · 2022 CALIFORNIA ELECTRICAL CODE (CEC) · 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) · 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) · 2022 CALIFORNIA BUILDING CODE (CBC) SHEET INDEX: NO. SHEET SHEET NAME 1 A1 PROJECT DATA & SITE PLAN 2 A2 PROPOSED FLOOR, ROOF & DEMOLITION FOOR PLANS 3 4 A3 ELEVATIONS, CROSS-SECTION & DETAILS G1 GREEN BUILDING STANDARDS PG 1 G2 GREEN BUILDING STANDARDS PG 2 VICINITY MAP PROJECT LOCATION N.T.S. SUBJECT PROPERTY IS 0.14 MILES FROM THE NEAREST BUS STOP. A4 6 SD1 FRAMING & FOUNDATION DETAILS SN1 STRUCTURAL NOTES 7 5 S1 FOUNDATION & ROOF FRAMING PLAN T24 TITLE 24 8 CALGREEN NOTES: 1. 65% OF NONHAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE SALVAGED, RECYCLED, AND/OR RESUSED. 2. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES (CGBSC 4.505.3). 3. PROJECTS, WHICH DISTURB LESS THAN 1-ACRE OF SOIL AND ARE NOT PART OF LARGER DEVELOPMENTS THAT DISTURB MORE THAN 1-ACRE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. THE FOLLOWING MEASURES MAY BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTIES, PREVENT EROSION, AND RETAIN SOIL RUNOFF ON THE SITE: a. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER, OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE, OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. b. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. c. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. CAL/OSHA NOTE: THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR OBTAIN PERMIT FROM STATE OF CALIFORNIA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA). THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCE OF ANY WORK. 9 10 ROOM ADDITION & REMODELING HIGHLAND ST STREET CENTERLINE (E) WATER METER (E) GAS METER (E) ELECTRICAL PANEL 43 ' - 9 " 60'-0" 21 ' - 9 " 16'-4"32'-0" 10 ' - 9 " (E) 114" WATER METER (E) 200 AMP ELECTRICAL PANEL 8' - 0 " (E) GAS METER (E) ROOF SLOPE 4.5:12 (E) ROOF SLOPE 4.5:12 11 4 ' - 0 " EXISTING SITE PLAN SCALE: 1/8" = 1' 5'-0"5'-0" 12 ' - 0 " (N ) UN D E R G R O U N D EL E C T R I C A L SU P P L Y (E) PRIMARY DWELLING UNIT (E) DRIVEWAY (E) CONC. (E) CONC. WALK (E) LANDSCAPE (E ) C O N C . W A L K PL PL PL PL PL PL PL PL PL PL PL REAR 20% OF LOT 22 ' - 9 1 2" 2% PL PL PL LOT COVERAGE EXISTING (E) PRIMARY DWELLING FOOTPRINT 1404 SQ.FT. (E) GARAGE 518 SQ.FT. (E) PORCH 89 SQ.FT. (N) PORCH 217 SQ.FT. (N) ACCESSORY DWELLING UNIT 800 SQ.FT. LOT COVERAGE 3,028 SQ.FT. LOT SIZE 6840 SQ.FT. % LOT COVERAGE 44.27% 5603 W HIGHLAND ST, SANTA ANA, CA 92704 GATE GATE (E) 6FT BLOCK WALL (E) 6FT BLOCK WALL (E) 6FT BLOCK WALL WALKWAY TREE 25 ' - 0 " 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING SEE LANDSCAPING STANDARDS FOR FRONT YARD ADU (S.F.)/ SFD (S.F.)0.57 THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SF" OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR SF." (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 5603 W HIGHLAND ST UNIT 2, SANTA ANA, CA 92704 (E) A/C CONDENSER H.A.G. = 58.59 L.A.G. = 58.04 6 A3 6'-8" 5'-0" 8' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " (E) A.D.U (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E) ROOF SLOPE 4.5:12 (E) ROOF SLOPE 4.5:12 (N) ROOF SLOPE 4.5:12 (N) ROOF SLOPE 4.5:12 1. MIN. SET CLEAR OPENING OF 5.7 SQUARE FEET. 2. MIN. 5 SQUARE FEET FOR GRADE-FLOOR OPENINGS ( SEE DEFINITION OF "GRADE-FLOOR OPENING"). 3. MIN. SET CLEAR HEIGHT OF 24 INCHES. 4. WINDOW TO BOTTOM OF CLEAR OPENING EMERGENCY EGRESS NO MORE THAN 44 INCHES ABOVE THE FLOOR. 1. ALL DOORS & WINDOWS SHALL BE WEATHER TIED & PROVIDED WITH INSECT SCREEN-METAL. DOORS & WINDOWS SHALL BE IN COMPLIANCE WITH ANSI. STD. A13 OR A1342. 2. GLAZING & INSULATION SHALL CONFORM TO THE STATE ENERGY INSULATION STANDARD. 3. EXTERIOR DOOR SHALL BE SOLD CORE DOOR OR TEMPERED GLASS W/ DEAD BOLT PER SECURITY ORDINANCE. 4. DOOR TO GARAGE SHALL BE SOLID WOOD DOOR W/ CLOSER AND WEATHER STRIPPING 1" MAX. DROP PER SECTION. 5. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CRC. 6. ALL NEW DOORS & WINDOWS MUST COMPLY WITH BUILDING DEPARTMENT SECURITY STANDARD. 7. ALL NEW WINDOWS MATCHING EXISTING WINDOW STYLE. 1. BATHROOMS, WATER CLOSET COMPARTMENTS AND SIMILAR ROOMS SHALL BE PROVIDED WITH APPROVED MECHANICAL VENTILATION (R303.3) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE ACCESSIBLE. 2. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. 3. AT TUB & SHOWER: WALL COVERING TO BE MOISTURE RESISTANT FROM FLOOR DRAIN TO 72" ABOVE - GLASS ENCLOSED DOOR & PANEL MUST BE 1/8" FULLY TEMP. OR 1/4" LAM. 4. BATHROOM ELECTRICAL CIRCUITS CANNOT TIE TO ANY OTHER ROOMS. EXCEPT OTHER BATHROOMS. + PROVIDE DEDICATE 20A FOR BATHROOM. 5. GLAZING WITHIN 60" HORIZONTALLY AND VERTICALLY OF SHOWER, SAUNAS AND STEAM ROOM SHALL HAVE SAFETY GLAZING. 1. FOR EXTERIOR STUCCO, A WEEP SCREED AT OR BELOW THE FOUNDATION PLATE LINE/ SCREED SHALL CONFORM TO THE FOLLOWING: 26 GA. MIN. CORROSION RESISTAN MATERIAL. 3 1/2" MIN. VERTICAL ATTACHMENT FLANGE. 6" MIN. ABOVE GRADE OR 2" ABOVE PAVED AREA. 2. STUCCO LATH & DRYWALL SHALL BE NAILED TO ALL STUDS & TOP, BOTTOM PLATES. 3. PROVIDE GRADE D BUILDING PAPER & METAL LATH FOR EXTERIOR STUCCO. 4. USE TWO LAYERS GRADE D BUILDING PAPER WHEN STUCCO IS APPLIED OVER PLYWOOD. 5. 7/8" THICK, 3 COAT STUCCO. 6. A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT SHALL BE APPLIED OVER STUDS OF ALL EXTERIO WALLS. SPECIFY THAT TWO ALYERS OF GRADE D PAPER SAHLL BE APPLIED OVER ALL WOOD BASE SHEATHING (CRC R703.2) EMERGENCY EGRESS NOTES: DOOR & WINDOWS NOTE: BATHROOM NOTES: STUCCO NOTES: 5603 W HIGHLAND ST, SANTA ANA, CA 92704 EXISTING ELEVATIONS HIGHLAND ST STREET CENTERLINE (E) WATER METER (E) GAS METER (E) ELECTRICAL PANEL 43 ' - 9 " 60'-0" 21 ' - 9 " 16'-4"32'-0" 10 ' - 9 " (E) 114" WATER METER (E) 200 AMP ELECTRICAL PANEL 8' - 0 " (E) GAS METER 11 4 ' - 0 " PROPOSED SITE PLAN SCALE: 1/8" = 1' 5'-0"5'-0" 12 ' - 0 " (N ) UN D E R G R O U N D EL E C T RI CA L S U P P L Y (E) PRIMARY DWELLING UNIT (E) DRIVEWAY (E) CONC. (E) CONC. WALK (E) LANDSCAPE (E ) C O N C . W A L K PL PL PL PL PL PL PL PL PL PL PL 6' UTILITY EASEMENT REAR 20% OF LOT 22 ' - 9 1 2" 2% 2% 5% 5% 5% 5% 2% 2% 2% 2% 2%2% 2% 2% 2%2%2% 5% 5% 5% 5% 5% 2% 2% 2% PL PL PL 5603 W HIGHLAND ST, SANTA ANA, CA 92704 GATE GATE (E) 6FT BLOCK WALL (E) 6FT BLOCK WALL TREE 25 ' - 0 " 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING SEE LANDSCAPING STANDARDS FOR FRONT YARD (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 5603 W HIGHLAND ST UNIT 2, SANTA ANA, CA 92704 (E) A/C CONDENSER H.A.G. = 58.59 L.A.G. = 58.04 6 A3 6'-8"5'-0" 8' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " (E) A.D.U (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (N) ROOF SLOPE 4.5:12 ADDITION 120 S.F. (N) ROOF SLOPE 4.5:12 PORCH 217 S.F. DELTA CONSTRUCTION CO. SHEET NUMBER A1 PROJECT DATA & SITE PLAN (E) Bldg #101122440 APPROVALS: PLNG - C. SantanaBLDG - J. Lo PUBLIC WORKS - B. Sarlak SCOPE OF WORK: 1. ROOM ADDITION AND REMODELING. CONCRETE LANDSCAPING LEGEND PROPERTY LINEPL DATA: · OWNERS: DUNG THI DONG TEL: 714-200-8872 · LOT SIZE: 6,840 SQ.FT. · ZONE = R-1 · PARCEL NUMBER: 108-505-03 · TYPE OF CONSTRUCTION: V-B · PROJECT DESIGN CRITERIA PER 2019 CBC, SECTION 1603.1 · **UNDERGROUND SERVICES ALERT: CALL TOLL FREE: 811 BEFORE YOU DIG · CRC R106.1.1 & R106.2 · FLOOD ZONE: A (AREA WITH FLOOD RISK) · MAIN RESIDENCE FIRE SPRINKLERS: NONE · PROPOSED ADU FIRE SPRINKLERS: NOT REQUIRED · PROPOSED ADU AREA: 800 SQ.FT. · VHFHSZ: NO · OCCUPANCY: R-3 · STORY: 1 STORY BUILDING FOOT PRINT SEWER LINESS WATER SUPPLY LINEWATER CODE REQUIREMENT: THIS PROJECT SHALL COMPLY WITH THE: · 2022 CALIFORNIA RESIDENTIAL CODE (CRC) · 2022 CALIFORNIA MECHANICAL CODE (CMC) · 2022 CALIFORNIA PLUMBING CODE (CPC) · 2022 CALIFORNIA ELECTRICAL CODE (CEC) · 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) · 2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) · 2022 CALIFORNIA BUILDING CODE (CBC) SHEET INDEX: NO. SHEET SHEET NAME 1 A1 PROJECT DATA & SITE PLAN 2 A2 PROPOSED FLOOR, ROOF & DEMOLITION FOOR PLANS 3 4 A3 ELEVATIONS, CROSS-SECTION & DETAILS G1 GREEN BUILDING STANDARDS PG 1 G2 GREEN BUILDING STANDARDS PG 2 VICINITY MAP PROJECT LOCATION N.T.S. SUBJECT PROPERTY IS 0.14 MILES FROM THE NEAREST BUS STOP. A4 6 SD1 FRAMING & FOUNDATION DETAILS SN1 STRUCTURAL NOTES 7 5 S1 FOUNDATION & ROOF FRAMING PLAN T24 TITLE 24 8 CALGREEN NOTES: 1. 65% OF NONHAZARDOUS CONSTRUCTION AND DEMOLITION DEBRIS SHALL BE SALVAGED, RECYCLED, AND/OR RESUSED. 2. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES (CGBSC 4.505.3). 3. PROJECTS, WHICH DISTURB LESS THAN 1-ACRE OF SOIL AND ARE NOT PART OF LARGER DEVELOPMENTS THAT DISTURB MORE THAN 1-ACRE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. THE FOLLOWING MEASURES MAY BE IMPLEMENTED TO PREVENT FLOODING OF ADJACENT PROPERTIES, PREVENT EROSION, AND RETAIN SOIL RUNOFF ON THE SITE: a. WHERE STORM WATER IS CONVEYED TO A PUBLIC DRAINAGE SYSTEM, COLLECTION POINT, GUTTER, OR SIMILAR DISPOSAL METHOD, WATER SHALL BE FILTERED BY USE OF A BARRIER SYSTEM, WATTLE, OR OTHER METHOD APPROVED BY THE ENFORCING AGENCY. b. COMPLIANCE WITH A LAWFULLY ENACTED STORM WATER MANAGEMENT ORDINANCE. c. RETENTION BASINS OF SUFFICIENT SIZE SHALL BE UTILIZED TO RETAIN STORM WATER ON THE SITE. CAL/OSHA NOTE: THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND OR OBTAIN PERMIT FROM STATE OF CALIFORNIA, DIVISION OF OCCUPATIONAL SAFETY AND HEALTH (CAL/OSHA). THIS PERMIT AND ANY OTHER SAFETY PERMIT SHALL BE OBTAINED PRIOR TO COMMENCE OF ANY WORK. 9 10 ROOM ADDITION & REMODELING HIGHLAND ST STREET CENTERLINE (E) WATER METER (E) GAS METER (E) ELECTRICAL PANEL 43 ' - 9 " 60'-0" 21 ' - 9 " 16'-4"32'-0" 10 ' - 9 " (E) 114" WATER METER (E) 200 AMP ELECTRICAL PANEL 8' - 0 " (E) GAS METER (E) ROOF SLOPE 4.5:12 (E) ROOF SLOPE 4.5:12 11 4 ' - 0 " EXISTING SITE PLAN SCALE: 1/8" = 1' 5'-0"5'-0" 12 ' - 0 " (N ) UN D E R G R O U N D EL E C T R I C A L SU P P L Y (E) PRIMARY DWELLING UNIT (E) DRIVEWAY (E) CONC. (E) CONC. WALK (E) LANDSCAPE (E ) C O N C . W A L K PL PL PL PL PL PL PL PL PL PL PL REAR 20% OF LOT 22 ' - 9 1 2" 2% PL PL PL LOT COVERAGE EXISTING (E) PRIMARY DWELLING FOOTPRINT 1404 SQ.FT. (E) GARAGE 518 SQ.FT. (E) PORCH 89 SQ.FT. (N) PORCH 217 SQ.FT. (N) ACCESSORY DWELLING UNIT 800 SQ.FT. LOT COVERAGE 3,028 SQ.FT. LOT SIZE 6840 SQ.FT. % LOT COVERAGE 44.27% 5603 W HIGHLAND ST, SANTA ANA, CA 92704 GATE GATE (E) 6FT BLOCK WALL (E) 6FT BLOCK WALL (E) 6FT BLOCK WALL WALKWAY TREE 25 ' - 0 " 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING SEE LANDSCAPING STANDARDS FOR FRONT YARD ADU (S.F.)/ SFD (S.F.)0.57 THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SF" OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN "SFR SF." (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 5603 W HIGHLAND ST UNIT 2, SANTA ANA, CA 92704 (E) A/C CONDENSER H.A.G. = 58.59 L.A.G. = 58.04 6 A3 6'-8" 5'-0" 8' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " (E) A.D.U (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E) ROOF SLOPE 4.5:12 (E) ROOF SLOPE 4.5:12 (N) ROOF SLOPE 4.5:12 (N) ROOF SLOPE 4.5:12 1. MIN. SET CLEAR OPENING OF 5.7 SQUARE FEET. 2. MIN. 5 SQUARE FEET FOR GRADE-FLOOR OPENINGS ( SEE DEFINITION OF "GRADE-FLOOR OPENING"). 3. MIN. SET CLEAR HEIGHT OF 24 INCHES. 4. WINDOW TO BOTTOM OF CLEAR OPENING EMERGENCY EGRESS NO MORE THAN 44 INCHES ABOVE THE FLOOR. 1. ALL DOORS & WINDOWS SHALL BE WEATHER TIED & PROVIDED WITH INSECT SCREEN-METAL. DOORS & WINDOWS SHALL BE IN COMPLIANCE WITH ANSI. STD. A13 OR A1342. 2. GLAZING & INSULATION SHALL CONFORM TO THE STATE ENERGY INSULATION STANDARD. 3. EXTERIOR DOOR SHALL BE SOLD CORE DOOR OR TEMPERED GLASS W/ DEAD BOLT PER SECURITY ORDINANCE. 4. DOOR TO GARAGE SHALL BE SOLID WOOD DOOR W/ CLOSER AND WEATHER STRIPPING 1" MAX. DROP PER SECTION. 5. ALL GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CRC. 6. ALL NEW DOORS & WINDOWS MUST COMPLY WITH BUILDING DEPARTMENT SECURITY STANDARD. 7. ALL NEW WINDOWS MATCHING EXISTING WINDOW STYLE. 1. BATHROOMS, WATER CLOSET COMPARTMENTS AND SIMILAR ROOMS SHALL BE PROVIDED WITH APPROVED MECHANICAL VENTILATION (R303.3) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE ACCESSIBLE. 2. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. 3. AT TUB & SHOWER: WALL COVERING TO BE MOISTURE RESISTANT FROM FLOOR DRAIN TO 72" ABOVE - GLASS ENCLOSED DOOR & PANEL MUST BE 1/8" FULLY TEMP. OR 1/4" LAM. 4. BATHROOM ELECTRICAL CIRCUITS CANNOT TIE TO ANY OTHER ROOMS. EXCEPT OTHER BATHROOMS. + PROVIDE DEDICATE 20A FOR BATHROOM. 5. GLAZING WITHIN 60" HORIZONTALLY AND VERTICALLY OF SHOWER, SAUNAS AND STEAM ROOM SHALL HAVE SAFETY GLAZING. 1. FOR EXTERIOR STUCCO, A WEEP SCREED AT OR BELOW THE FOUNDATION PLATE LINE/ SCREED SHALL CONFORM TO THE FOLLOWING: 26 GA. MIN. CORROSION RESISTAN MATERIAL. 3 1/2" MIN. VERTICAL ATTACHMENT FLANGE. 6" MIN. ABOVE GRADE OR 2" ABOVE PAVED AREA. 2. STUCCO LATH & DRYWALL SHALL BE NAILED TO ALL STUDS & TOP, BOTTOM PLATES. 3. PROVIDE GRADE D BUILDING PAPER & METAL LATH FOR EXTERIOR STUCCO. 4. USE TWO LAYERS GRADE D BUILDING PAPER WHEN STUCCO IS APPLIED OVER PLYWOOD. 5. 7/8" THICK, 3 COAT STUCCO. 6. A MINIMUM OF ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 226 FOR TYPE 1 FELT SHALL BE APPLIED OVER STUDS OF ALL EXTERIO WALLS. SPECIFY THAT TWO ALYERS OF GRADE D PAPER SAHLL BE APPLIED OVER ALL WOOD BASE SHEATHING (CRC R703.2) EMERGENCY EGRESS NOTES: DOOR & WINDOWS NOTE: BATHROOM NOTES: STUCCO NOTES: 5603 W HIGHLAND ST, SANTA ANA, CA 92704 EXISTING ELEVATIONS HIGHLAND ST STREET CENTERLINE (E) WATER METER (E) GAS METER (E) ELECTRICAL PANEL 43 ' - 9 " 60'-0" 21 ' - 9 " 16'-4"32'-0" 10 ' - 9 " (E) 114" WATER METER (E) 200 AMP ELECTRICAL PANEL 8' - 0 " (E) GAS METER 11 4 ' - 0 " PROPOSED SITE PLAN SCALE: 1/8" = 1' 5'-0"5'-0" 12 ' - 0 " (N ) UN D E R G R O U N D EL E C T RI CA L S U P P L Y (E) PRIMARY DWELLING UNIT (E) DRIVEWAY (E) CONC. (E) CONC. WALK (E) LANDSCAPE (E ) C O N C . W A L K PL PL PL PL PL PL PL PL PL PL PL 6' UTILITY EASEMENT REAR 20% OF LOT 22 ' - 9 1 2" 2% 2% 5% 5% 5% 5% 2% 2% 2% 2% 2%2% 2% 2% 2%2%2% 5% 5% 5% 5% 5% 2% 2% 2% PL PL PL 5603 W HIGHLAND ST, SANTA ANA, CA 92704 GATE GATE (E) 6FT BLOCK WALL (E) 6FT BLOCK WALL TREE 25 ' - 0 " 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING 3 FT HIGH WALL WITH WROUGHT IRON FENCING SEE LANDSCAPING STANDARDS FOR FRONT YARD (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 (N ) R O O F S L O P E 4. 5 : 1 2 5603 W HIGHLAND ST UNIT 2, SANTA ANA, CA 92704 (E) A/C CONDENSER H.A.G. = 58.59 L.A.G. = 58.04 6 A3 6'-8"5'-0" 8' - 0 " 10 ' - 0 " 5' - 0 " 10 ' - 0 " (E) A.D.U (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (N) ROOF SLOPE 4.5:12 ADDITION 120 S.F. (N) ROOF SLOPE 4.5:12 PORCH 217 S.F. DELTA CONSTRUCTION CO. SHEET NUMBER A1 PROJECT DATA & SITE PLAN (E) 19'-6"14'-0" 16'-6" 27 ' - 0 " 10 ' - 0 " 37 ' - 0 " W/H DRYER WASHER 1' - 0 " 13 ' - 3 " 5' - 0 " 12 ' - 8 " 5' - 0 " 12 ' - 7 " 8' - 0 " 49 ' - 6 " 50'-0" 12'-0" 13'-6" 13'-0" 11'-6" 50'-0" E. KITCHEN E. GARAGE E. LIVING ROOM E. BED #4 E. BED #3 E. BED #2 E. BED #1 E. BA #1 E. BA #2 E. DINING 14'-0"11'-6" 13'-0" 11'-6" 50'-0" 24 ' - 6 " 12 ' - 6 " 37 ' - 0 " 19'-6" 14'-0"16'-6" 50'-0" 1' - 0 " 13 ' - 3 " 10 ' - 0 " 5' - 0 " 5' - 6 " 14 ' - 9 " KITCHEN 8'-0" CEILING E. GARAGE DINING 8'-0" CEILING BED #3 8'-0" CEILING BED #2 8'-0" CEILING CL W.I.C W.I.C BED #1 8'-0" CEILING ADDITION LIVING ROOM 8'-0" CEILING 1 2 2 3 3 4 1 2 2 2 2 2 2 2 BA #1 8'-0" CEILING BA #1 8'-0" CEILING 24"x30" ACCESS F.A.U. 3 W/H DRYER WASHER 20 ' - 0 " 18'-8" 5'-6" 13'-0"10'-8"24'-8" 9'-9" 6' - 1 " 9' - 8 " 3' - 0 " 3'-0" 13'-5" 19 ' - 7 " 15 ' - 1 " 12 ' - 5 " 5'-0" 24" MIN. 30 " M I N . 30" MIN. 24 " MI N . 4'-83 4" 5' - 1 " 2'-0" 7'-13 4" 13 ' - 1 1 " 9' - 2 " 3'-11 4"2' - 0 " 8'-6" 13 ' - 2 " 5'-1" 9' - 5 " 5' - 0 " 2'-6" 2' - 6 " PROPOSED FLOOR PLAN SCALE: 3/16" = 1' LEGEND NEW 2x4 WALL NEW 2x6 WALL #DOOR SYMBOL #WINDOW SYMBOL WALL TO BE REMAIN 49 ' - 6 " EXISTING AND DEMOLITION FLOOR PLAN SCALE: 3/16" = 1' WALL TO BE REMOVE (E ) R O O F S L O P E 4. 5 : 1 2 24" EAVES (TYP.) PROPOSED ROOF PLAN SCALE: 3/16" = 1' (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 24 " E A V E S (T Y P . ) (N) ROOF SLOPE 4.5:12 WINDOW SCHEDULE DESCRIPTION MATERIAL UL FACTOR SHGC NOTES 1 4'-0" x 3'-0" VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 2 5'-0" x 4'-0" SLIDING WINDOW VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 3 4'-0" x 4'-0" SLIDING WINDOW VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 4 3'-0" x 2'-0" SLIDING WINDOW VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 DOOR SCHEDULE DOOR NO.DOOR SIZE W" x H"TYPE OPERATION NOTES 1 INTERIOR NOTES: 1. THRESHOLDS MUST NOT EXCEED 1/2" IN HEIGHT AT DOOR ENTRANCE. X WINDOW NO. X WINDOW SIZE W" x H" BI-FOLD QTY. SLIDING WINDOW1 2 2 1 QTY. 72 BI-FOLD30 x 80 36 x 80 EXTERIOR1 BI-FOLD60 x 8013 INTERIOR SAFETY OR TEMPERED GLAZING REQUIRED IN THE FOLLOWING LOCATIONS: GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE A STANDING OR WALKING SURFACE (CRC R308.4). 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 CRC) SHOWERS AND TUB-SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUM SETTING OF THE VALVE TO 120 DEGREES F (CPC 408.3) 24" EAVES (TYP.) 24 " E A V E S (T Y P . ) (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E) ROOF SLOPE 4.5:12 (E) ROOF SLOPE 4.5:12 (E ) R O O F S L O P E 4. 5 : 1 2 EXISTING ROOF PLAN SCALE: 3/16" = 1' MOP SINK (N) ROOF SLOPE 4.5:12 PORCH A A-3 A A-3 DELTA CONSTRUCTION CO. SHEET NUMBER A2 PROPOSED FLOOR, ROOF & DEMOLITION FLOOR PLANS 19'-6"14'-0" 16'-6" 27 ' - 0 " 10 ' - 0 " 37 ' - 0 " W/H DRYER WASHER 1' - 0 " 13 ' - 3 " 5' - 0 " 12 ' - 8 " 5' - 0 " 12 ' - 7 " 8' - 0 " 49 ' - 6 " 50'-0" 12'-0" 13'-6" 13'-0" 11'-6" 50'-0" E. KITCHEN E. GARAGE E. LIVING ROOM E. BED #4 E. BED #3 E. BED #2 E. BED #1 E. BA #1 E. BA #2 E. DINING 14'-0"11'-6" 13'-0" 11'-6" 50'-0" 24 ' - 6 " 12 ' - 6 " 37 ' - 0 " 19'-6" 14'-0"16'-6" 50'-0" 1' - 0 " 13 ' - 3 " 10 ' - 0 " 5' - 0 " 5' - 6 " 14 ' - 9 " KITCHEN 8'-0" CEILING E. GARAGE DINING 8'-0" CEILING BED #3 8'-0" CEILING BED #2 8'-0" CEILING CL W.I.C W.I.C BED #1 8'-0" CEILING ADDITION LIVING ROOM 8'-0" CEILING 1 2 2 3 3 4 1 2 2 2 2 2 2 2 BA #1 8'-0" CEILING BA #1 8'-0" CEILING 24"x30" ACCESS F.A.U. 3 W/H DRYER WASHER 20 ' - 0 " 18'-8" 5'-6" 13'-0"10'-8"24'-8" 9'-9" 6' - 1 " 9' - 8 " 3' - 0 " 3'-0" 13'-5" 19 ' - 7 " 15 ' - 1 " 12 ' - 5 " 5'-0" 24" MIN. 30 " M I N . 30" MIN. 24 " MI N . 4'-83 4" 5' - 1 " 2'-0" 7'-13 4" 13 ' - 1 1 " 9' - 2 " 3'-11 4"2' - 0 " 8'-6" 13 ' - 2 " 5'-1" 9' - 5 " 5' - 0 " 2'-6" 2' - 6 " PROPOSED FLOOR PLAN SCALE: 3/16" = 1' LEGEND NEW 2x4 WALL NEW 2x6 WALL #DOOR SYMBOL #WINDOW SYMBOL WALL TO BE REMAIN 49 ' - 6 " EXISTING AND DEMOLITION FLOOR PLAN SCALE: 3/16" = 1' WALL TO BE REMOVE (E ) R O O F S L O P E 4. 5 : 1 2 24" EAVES (TYP.) PROPOSED ROOF PLAN SCALE: 3/16" = 1' (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 24 " E A V E S (T Y P . ) (N) ROOF SLOPE 4.5:12 WINDOW SCHEDULE DESCRIPTION MATERIAL UL FACTOR SHGC NOTES 1 4'-0" x 3'-0" VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 2 5'-0" x 4'-0" SLIDING WINDOW VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 3 4'-0" x 4'-0" SLIDING WINDOW VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 4 3'-0" x 2'-0" SLIDING WINDOW VINYL FRAME W/ LOW E - DOUBLE PANE GLASS 0.29 0.22 DOOR SCHEDULE DOOR NO.DOOR SIZE W" x H"TYPE OPERATION NOTES 1 INTERIOR NOTES: 1. THRESHOLDS MUST NOT EXCEED 1/2" IN HEIGHT AT DOOR ENTRANCE. X WINDOW NO. X WINDOW SIZE W" x H" BI-FOLD QTY. SLIDING WINDOW1 2 2 1 QTY. 72 BI-FOLD30 x 80 36 x 80 EXTERIOR1 BI-FOLD60 x 8013 INTERIOR SAFETY OR TEMPERED GLAZING REQUIRED IN THE FOLLOWING LOCATIONS: GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE A STANDING OR WALKING SURFACE (CRC R308.4). 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 CRC) SHOWERS AND TUB-SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH A MEANS TO LIMIT THE MAXIMUM SETTING OF THE VALVE TO 120 DEGREES F (CPC 408.3) 24" EAVES (TYP.) 24 " E A V E S (T Y P . ) (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E ) R O O F S L O P E 4. 5 : 1 2 (E) ROOF SLOPE 4.5:12 (E) ROOF SLOPE 4.5:12 (E ) R O O F S L O P E 4. 5 : 1 2 EXISTING ROOF PLAN SCALE: 3/16" = 1' MOP SINK (N) ROOF SLOPE 4.5:12 PORCH A A-3 A A-3 DELTA CONSTRUCTION CO. SHEET NUMBER A2 PROPOSED FLOOR, ROOF & DEMOLITION FLOOR PLANS ROOF UNDERLAYMENT ROOF SHEATHING INSULATION (IF REQUIRED) CONTINUOUS RIDGE VENT 24GA.RIDGE FLASHING UNDERLAYMENT W/ 12"MIN. OVERLAP RIDGE BOARD, SEE STRUCTURAL SHEETS EXTERIOR FINISH 6" M I N AT P A V E D 8" M I N . SILL PLATE, PRESSURE TREATED 2" MI N . 26 GAGE WEEP SCREED 2 LAYERS 30# FELT OVER PLYWOOD SHEATHING ROOFING ROOF FASCIA 2x BLOCK INSULATION FINISH GRADE 4'' THICK BASE OF 1/2'' OR LARGER CLEAN AGGREGATE 10 ML POLY VAPOR DIFFUSION RETARDER IS EXTENTED UNDER FOOTING PLYWOOD SHEATHING PER STRUCT. MIN 3/8" CDX INTERIOR FINISH 2X WALL STUDS CONC. SLAB PLASTER WEEP SCREED 123N.T.S.N.T.S.N.T.S. R-15 INSULATION RIDGE DETAIL ASPHALT SHINGLE, LAND MARK, ICC-ES-ESR-1389 & ESR-3537 NOTE: PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN INSULATION AND ROOF SHEATHING OR USE INSULATION BAFFLE FOR RAFTER SPACE VENTILATION ROOF RAFTER, SEE STRUCTURAL SHEETS EAVE DETAIL 2X WALL STUDS EXTERIOR FINISH DBL TOP PLATE 2x CEILING JOIST ROOF RAFTER, SEE STRUCTURAL SHEETS EXTERIOR CONSTRUCTION ASSEMBLY ALL EXTERIOR WALL ASSEMBLIES SHALL INCLUDE: a. TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER APPLIED OVER ALL WOOD BASE SHEATHING. (CRC R703.7.3 & R703.2). b. A MINIMUM 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT WEEP SCREED. (CRC 703.1.1 & R703.7.2.1) c. THE SCREED SHALL BE INSTALLED WITH THE WEEP OPENINGS LOCATED A MINIMUM 1 INCH BELOW FOUNDATION PLATE LINE AND 4 INCHES ABOVE FINISH GRADE OR 2-INCHES ABOVE PAVED AREAS. (CRC R703.1.1 & R703.7.2.1) N.T.S. ATTIC FURNACE ELECTRIC OUTLET AND LIGHT FIXTURE 20' MAX. 30" MIN. MIN. 30X30" WORKING PLATFORM SECURED IN PLACE ATTIC ACCESS 22x30" MIN. MIN. 24" WIDE SOLID FLOORING FROM ACCESS OPENING TO FURNACE WORKING PLATFORM LIGHT SWITCH ATTIC FURNACE REQUIREMENTS F.C. TOP OF ROOF F.G. F.S. 24" EAVES (TYP.) PROPOSED WEST ELEVATION SCALE: 1/4" = 1' 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " (E) ASPHALT SHINGLE ROOF STUCCO TO MATCH EXISTING RESIDENCE 24" EAVES (TYP.) PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' 4.5:12 F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " STUCCO TO MATCH EXISTING RESIDENCE ASPHALT SHINGLE ROOF TO MATCH EXISTING RESIDENCE 24" EAVES (TYP.) PROPOSED EAST ELEVATION SCALE: 1/4" = 1' 4.5:12 F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " ASPHALT SHINGLE ROOF TO MATCH EXISTING RESIDENCE STUCCO TO MATCH EXISTING RESIDENCE 24" EAVES (TYP.) PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " (E) ASPHALT SHINGLE ROOF STUCCO TO MATCH EXISTING RESIDENCE 37'-0"12'-6"17'-8"4'-4"19'-4"4'-4"4'-4" 50'-0"49'-6" 18'-6"15'-0"16'-6" 50'-0"49'-6" CROSS SECTION A-A SCALE: 1/4" = 1' F.G.8" 1 A3 2x4 @ 16" O.C. R-15 INSULATION, TYP. E. BEAM F.G. R-38 INSULATION LIVING ROOM DINNG ROOM E. CONC. SLAB 11 ' - 0 " 1/2" GYPSUM BOARD 7/8" STUCCO FINISH OVER WIRE LATH OVER WEATHER RESISTANT BARRIER EXISTING WALL TO BE REMOVE 4" CONC. SLAB, PER STRUCTURAL 8' - 0 " EXISTING ROOF TRUSS 4.5:12 4.5:12 2x ROOF RAFTERS @ 16" O.C. PER STRUCTURAL NEW BEAM PER STRUCTURAL - ASPHALT ROOF SHINGLES "WEATHER WATCH" ICE & WATER SHIELD AS 30# FELT PAPER MANUFACTURED BY GAF OR EQUAL. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 1/2" OSB PLYWOOD SHEATHING ( TO MATCH WITHIN EXISTING ROOF/ MATERIAL % COLOR), TYP. COOL ROOF CRRC #0890-0016A (E) ASPHALT SHINGLE ROOF (E)(N)(N)(N)(N)(N) (N)(N)(E) 8x8 STUCCO POST 8x8 STUCCO POST 4" TRIM TYP 4" TRIM TYP 4" TRIM TYP NOTES: EXTERIOR BUILDING, WINDOW TRIM AND ROOFING MATERIALS SHALL MATCH THAT OF THE EXISTING PRIMARY DWELLING IN TEXTURE, COLOR, AND FINISH. (E)WOOD TRIM - EXTERIOR SEMI-GLOSS - PURE WHITE,TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. WOOD TRIM - EXTERIOR SEMI-GLOSS - PURE WHITE, TYP. WOOD TRIM - EXTERIOR SEMI-GLOSS - PURE WHITE, TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. 4.5:12 4.5:12 (N) 4.5:12 4.5:12 NEW BRICK VENEER COLLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. NEW BRICK VENEER COLLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. DELTA CONSTRUCTION CO. SHEET NUMBER A3 ELEVATIONS, CROSS- SECTION & DETAILS ROOF UNDERLAYMENT ROOF SHEATHING INSULATION (IF REQUIRED) CONTINUOUS RIDGE VENT 24GA.RIDGE FLASHING UNDERLAYMENT W/ 12" MIN. OVERLAP RIDGE BOARD, SEE STRUCTURAL SHEETS EXTERIOR FINISH 6" M I N AT P A V E D 8" M I N . SILL PLATE, PRESSURE TREATED 2" MI N . 26 GAGE WEEP SCREED 2 LAYERS 30# FELT OVER PLYWOOD SHEATHING ROOFING ROOF FASCIA 2x BLOCK INSULATION FINISH GRADE 4'' THICK BASE OF 1/2'' OR LARGER CLEAN AGGREGATE 10 ML POLY VAPOR DIFFUSION RETARDER IS EXTENTED UNDER FOOTING PLYWOOD SHEATHING PER STRUCT. MIN 3/8" CDX INTERIOR FINISH 2X WALL STUDS CONC. SLAB PLASTER WEEP SCREED 12 3 N.T.S. N.T.S.N.T.S. R-15 INSULATION RIDGE DETAIL ASPHALT SHINGLE, LAND MARK, ICC-ES-ESR-1389 & ESR-3537 NOTE: PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN INSULATION AND ROOF SHEATHING OR USE INSULATION BAFFLE FOR RAFTER SPACE VENTILATION ROOF RAFTER, SEE STRUCTURAL SHEETS EAVE DETAIL 2X WALL STUDS EXTERIOR FINISH DBL TOP PLATE 2x CEILING JOIST ROOF RAFTER, SEE STRUCTURAL SHEETS EXTERIOR CONSTRUCTION ASSEMBLY ALL EXTERIOR WALL ASSEMBLIES SHALL INCLUDE: a. TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER APPLIED OVER ALL WOOD BASE SHEATHING. (CRC R703.7.3 & R703.2). b. A MINIMUM 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT WEEP SCREED. (CRC 703.1.1 & R703.7.2.1) c. THE SCREED SHALL BE INSTALLED WITH THE WEEP OPENINGS LOCATED A MINIMUM 1 INCH BELOW FOUNDATION PLATE LINE AND 4 INCHES ABOVE FINISH GRADE OR 2-INCHES ABOVE PAVED AREAS. (CRC R703.1.1 & R703.7.2.1) N.T.S. ATTIC FURNACE ELECTRIC OUTLET AND LIGHT FIXTURE 20' MAX. 30" MIN. MIN. 30X30" WORKING PLATFORM SECURED IN PLACE ATTIC ACCESS 22x30" MIN. MIN. 24" WIDE SOLID FLOORING FROM ACCESS OPENING TO FURNACE WORKING PLATFORM LIGHT SWITCH ATTIC FURNACE REQUIREMENTS F.C. TOP OF ROOF F.G. F.S. 24" EAVES (TYP.) PROPOSED WEST ELEVATION SCALE: 1/4" = 1' 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " (E) ASPHALT SHINGLE ROOF STUCCO TO MATCH EXISTING RESIDENCE 24" EAVES (TYP.) PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' 4.5:12 F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " STUCCO TO MATCH EXISTING RESIDENCE ASPHALT SHINGLE ROOF TO MATCH EXISTING RESIDENCE 24" EAVES (TYP.) PROPOSED EAST ELEVATION SCALE: 1/4" = 1' 4.5:12 F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " ASPHALT SHINGLE ROOF TO MATCH EXISTING RESIDENCE STUCCO TO MATCH EXISTING RESIDENCE 24" EAVES (TYP.) PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1' F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " (E) ASPHALT SHINGLE ROOF STUCCO TO MATCH EXISTING RESIDENCE 37'-0"12'-6"17'-8"4'-4" 19'-4" 4'-4" 4'-4" 50'-0"49'-6" 18'-6" 15'-0"16'-6" 50'-0"49'-6" CROSS SECTION A-A SCALE: 1/4" = 1' F.G. 8" 1 A3 2x4 @ 16" O.C. R-15 INSULATION, TYP. E. BEAM F.G. R-38 INSULATION LIVING ROOM DINNG ROOM E. CONC. SLAB 11 ' - 0 " 1/2" GYPSUM BOARD 7/8" STUCCO FINISH OVER WIRE LATH OVER WEATHER RESISTANT BARRIER EXISTING WALL TO BE REMOVE 4" CONC. SLAB, PER STRUCTURAL 8' - 0 " EXISTING ROOF TRUSS 4.5:12 4.5:12 2x ROOF RAFTERS @ 16" O.C. PER STRUCTURAL NEW BEAM PER STRUCTURAL - ASPHALT ROOF SHINGLES "WEATHER WATCH" ICE & WATER SHIELD AS 30# FELT PAPER MANUFACTURED BY GAF OR EQUAL. INSTALL AS PER MANUFACTURER'S SPECIFICATIONS 1/2" OSB PLYWOOD SHEATHING ( TO MATCH WITHIN EXISTING ROOF/ MATERIAL % COLOR), TYP. COOL ROOF CRRC #0890-0016A (E) ASPHALT SHINGLE ROOF (E) (N) (N) (N) (N)(N) (N) (N) (E) 8x8 STUCCO POST 8x8 STUCCO POST 4" TRIM TYP 4" TRIM TYP 4" TRIM TYP NOTES: EXTERIOR BUILDING, WINDOW TRIM AND ROOFING MATERIALS SHALL MATCH THAT OF THE EXISTING PRIMARY DWELLING IN TEXTURE, COLOR, AND FINISH. (E)WOOD TRIM - EXTERIOR SEMI-GLOSS - PURE WHITE,TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. WOOD TRIM - EXTERIOR SEMI-GLOSS - PURE WHITE, TYP. WOOD TRIM - EXTERIOR SEMI-GLOSS - PURE WHITE, TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. 4.5:12 4.5:12 (N) 4.5:12 4.5:12 NEW BRICK VENEER COLLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. NEW BRICK VENEER COLLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. DELTA CONSTRUCTION CO. SHEET NUMBER A3 ELEVATIONS, CROSS- SECTION & DETAILS 24" EAVES (TYP.) EXSITING SOUTH ELEVATION SCALE: 1/4" = 1' (E) ASPHALT SHINGLE ROOF F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " 24" EAVES (TYP.) EXISTING NORTH ELEVATION SCALE: 1/4" = 1' (E) ASPHALT SHINGLE ROOF 4.5:12 4.5:12 F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " 4.5:124.5:12 F.C. TOP OF ROOF F.G. F.S. 24" EAVES (TYP.) EXISTING WEST ELEVATION SCALE: 1/4" = 1' (E) ASPHALT SHINGLE ROOF 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " 24" EAVES (TYP.) EXISTING EAST ELEVATION SCALE: 1/4" = 1' (E) ASPHALT SHINGLE ROOF 4.5:124.5:12 F.C. TOP OF ROOF F.G. F.S. 8" 8' - 0 " 15 ' - 6 1 4" 6' - 8 " (E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(E)(E)(E) EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. EXISTING STUCCO - LA HABRA SAND FINISH COLOR: SHERBET FRUIT - BEHR 168-2, P180-2, BASE 200 TYP. DELTA CONSTRUCTION CO. SHEET NUMBER A4 EXISTING ELEVATIONS REINFORCING BAR 1.REINFORCING STEEL SHALL BE DEFORMED BARS PER ASTM A615 WITH BAR MARKS LEGIBLY ROLLED INTO THE SURFACE INDICATION SIZE, TYPE OF STEEL, AND YIELD STRENGTH DESIGNATION: a.#3 BARS AND SMALLER GRADE 40 OR GRADE 60 b.#4 BARS AND LARGER GRADE 60 c.ALL BARS TO BE WELDED GRADE A706 2.REINFORCING SHALL HAVE A MINIMUM LAP IN CONFORMANCE WITH DETAILS AND SPECIFICATIONS SHOWN ON THESE DRAWINGS. STAGGER SPLICES WHENEVER POSSIBLE. VERTICAL WALL REINFORCING BARS SHALL EITHER EXTEND INTO FOOTINGS OR LAP SPLICED WITH FOOTING DOWELS OF THE SAME SIZE BARS. 3.BENDING OF REINFORCING SHALL BE IN CONFORMANCE WITH DETAILS AND SPECIFICATIONS SHOWN ON THESE DRAWINGS. FIELD BENDING OF BARS THAT ARE IN PLACE IS NOT PERMITTED UNLESS APPROVED BY THE STRUCTURAL ENGINEER. 4.ALL BARS SHALL BE FREE OF LOOSE AND FLAKY RUST AND SCALE, GREASE, OR OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND. 5.WELDED WIRE MESH (WWF) SHALL CONFORM TO ASTM A1064, EXCEPT AT SLABS ON GRADE WHICH MAY BE GR40. USE 6x6 W10/10 AND LAP 12" MIN. U.O.N. WOOD 1.ALL WOOD CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2022 CRC CHAPTER 1 - 9 AND 2018 NDS (NATIONAL DESIGN SPECIFICATION). 2.ALL SOLID SAWN STRUCTURAL LUMBER SHALL CONFORM TO THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. LUMBER SHALL BE DOUGLAS FIR WITH GRADE AS FOLLOWS: a.JOISTS:NO. 2, 2" TO 4" THICK b.BEAMS & HEADERS:NO. 1 c.POSTS:NO. 1, POST & TIMBERS d.STUDS:CONSTRUCTION e.PRESSURE TREATED:NO. 2 3.TRUS JOISTS SHALL BE MANUFACTURED BY WEYERHAEUSER. ALL CUTTING, NOTCHING AND DRILLING OF TRUS JOISTS MAY BE DONE ONLY IN ACCORDANCE WITH THE DETAILS PROVIDED BY THE MANUFACTURER. 4.ALL PARALLAM (PSL), MICROLAM (LVL), AND TIMBERSTRAND (LSL) MEMBER CALLOUTS REFER TO PRODUCTS OF WEYERHAEUSER. CUTTING, NOTCHING OR DRILLING OF MEMBERS MAY BE DONE ONLY WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. GRADE SHALL BE AS FOLLOWS: a.2.2E PARALLAM (PSL): Fb=2,900 PSI; Fv= 290 PSI; E= 2,200,000 PSI b.2.0E MICROLAM (LVL):Fb=2,600 PSI; Fv= 285 PSI; E= 2,000,000 PSI c.1.55E TIMBERSTRAND (LSL): Fb=2,325 PSI; Fv= 310 PSI; E= 1,550,000 PSI 5.ALL STRUCTURAL LUMBER SHALL HAVE THE FOLLOWING MAXIMUM MOISTURE CONTENT (MC): MC LESS THAN OR EQUAL TO 19% AT TIME OF INSTALLATION. 6.ALL NAILS USED IN TIMBER-TO-TIMBER CONNECTIONS SHALL BE COMMON NAILS AND NAILING SHALL CONFORM TO THE APPLICABLE BUILDING CODES. ALL NAILS CONNECTING PRE-MANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC) TO TIMBER SHALL CONFORM TO THE MANUFACTURER'S CATALOGUE AND APPLICABLE ICC REPORTS. 7.ALL STUD WALLS SHALL HAVE FIRE BLOCKING AT 10'-0"o.c. MAXIMUM. 8.WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO WEATHER, PRESSURE-TREATED ("P.T.") DOUGLAS FIR SHALL BE USED UNLESS NOTED OTHERWISE. WEATHER RESISTANT SPECIES SUCH AS REDWOOD, CEDAR, OR WOLMANIZED WOOD MAY BE USED WHERE SPECIFIED IN THE DRAWINGS OR APPROVED BY THE ENGINEER. 9.UNLESS NOTED OTHERWISE, ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED WITH 5 8"Ø F1554 ANCHOR BOLTS WITH 7" MINUMUM EMBEDMENT AND 3"x3"x.229" PLATE WASHERS AT 4'-0"o.c. PLATE WASHER SHALL EXTEND TO WITHIN 1 2" OF PLATE ON SHEATHED SIDE. SEE SHEAR WALL SCHEDULE FOR ADDITIONAL ANCHOR BOLT SPACING AND PLATE WASHER REQUIREMENTS. 10.ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH WASHERS. NO UPSET THREADS ARE ALLOWED. 11.PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT THE ENDS OF MISCELLANEOUS BEAMS OR GIRDER TRUSSES WHERE POSTS ARE NOT SHOWN. 12.PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS. 13.PROVIDE SOLID BLOCK AT BEARING WALLS, UNDER PERPENDICULAR PARTITIONS AND ELSEWHERE AS REQUIRED PER NDS SECTION 4.4.1. PROVIDE FULL DEPTH BLOCKING AT ENDS AND AT 8'-0"o.c. MAXIMUM SPACING. 14.FACE NAIL TWO PIECE BUILT-UP BEAMS WITH 16d AT 12"o.c. AT TOP AND BOTTOM TO ALTERNATE SIDES OF BEAM. PROVIDE ADDITIONAL ROW OF NAILING AT ALL BEAMS GREATER THAN 12" DEEP. 15.PREDRILL ALL HOLES FOR 20d AND LARGER NAILS, SPIKES AND LAG BOLTS. LEAD HOLES FOR LAGS SHALL BE AS FOLLOWS: a.SHANK PORTION:SAME DIAMETER AND LENGTH AS SHANK. b.THREADED PORTION:60% TO 75% OF THE DIAMETER OF THE THREAD AND THE SAME LENGTH AS THREAD. 17.PROVIDE FULL DEPTH SOLID BLOCKING AT A MAXIMUM OF 8'-0"o.c. FOR 2x10 MEMBERS AND LARGER (CONTACT METAL BRIDGING OR EQUAL MAY BE USED) WHERE SHEATHING OR GYPSUM BOARD IS NOT APPLIED TO TOP AND BOTTOM OF JOISTS FOR ENTIRE LENGTH PER NDS SECTION 4.4.1. 18.ALL PREMANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC.) SHALL BE BY SIMPSON STRONG TIE COMPANY, INC. UNLESS NOTED OTHERWISE. SEE NOTE AND ABOVE CONCERNING NAILING. 19.RETIGHTEN ALL BOLTS BEFORE CLOSING IN. 20.FASTENERS & CONNECTORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL, HOT-DIPPED GALVANIZED PER ASTM A153 - CLASS C OR ASTM A123, OR SIMPSON'S "ZMAX" OR DOUBLE-BARRIER/QUIK GUARD COATING. 21.FASTENERS & CONNECTORS IN CONTACT WITH WOOD TREATED WITH AMMONIA OR ACZA (CHEMONITE) OR OTHER CHEMICALS w/ CHEMICAL RETENTION > AWPA UC4A SHALL BE STAINLESS STEEL. FASTENERS & CONNECTORS IN CONTACT WITH OTHER PRESSURE-PRESERVATIVE TREATED WOOD SHALL BE STAINLESS STEEL, HOT-DIPPED GALVANIZED PER ASTM A153 - CLASS D OR ASTM A123, OR SIMPSON'S "ZMAX" OR DOUBLE-BARRIER/QUIK GUARD COATING. 22.ALL STUDS SHALL BE ONE PIECE BETWEEN FLOORS AND FROM FLOOR TO ROOF, UNLESS NOTED OTHERWISE. ALIGN CENTERLINE OF STUDS WITH CENTERLINE OF FLOOR JOISTS. ALIGN CENTERLINE OF STUDS FOR FULL HEIGHT OF STRUCTURAL TYPICAL. 23.ALL POSTS SHALL BE FULL HEIGHT FROM FOUNDATION TO ROOF, UNLESS NOTED OTHERWISE. WHERE POSTS ARE DISCONTINUOUS AT JOIST SPACE AND OR FROM TOP OF BEAM OR HEADERS TO LOWER TOP PLATE, BLOCK THIS SPACE WITH STUD POST. SHEATHING 1.ALL SHEATHING TO BE ORIENTED STRAND BOARD (OSB) OR PLYWOOD STAMPED BY THE AMERICAN PLYWOOD ASSOCIATION (APA) AND SHALL CONFORM TO THE U.S. PRODUCT STANDARD (PS 1) WITH EXTERIOR GLUE. SEE PLANS FOR THICKNESS AND NAILING PATTERN AT FLOOR AND ROOF SHEATHING. (MINIMUM SHEET SIZE 24"). SHEATHING SHALL BE DOUGLAS FIR AND AS FOLLOWS (U.O.N.): ·5 8" APA RATED 32/16, EXPOSURE 1* ·3 4" APA RATED 48/24, T&G, EXPOSURE 1** ·1 2" APA RATED 32/16, EXPOSURE 1 * PROVIDE PLY CLIPS BETWEEN JOISTS WHERE EDGES ARE NOT BLOCKED. ** CONTRACTOR MAY OMIT T&G WHERE EDGES ARE BLOCKED 2.ALL EXTERIOR WALLS NOT NOTED AS SHEAR WALLS SHALL BE SHEATHED WITH SHEATHING AND CONSTRUCTED AS A TYPE-6 SHEAR WALL, INCLUDING ABOVE AND BELOW ALL WALL OPENINGS, AND GABLED WALLS. 3.GLUE FLOOR SHEATHING TO JOISTS WITH A CONTINUOUS BEAD OF CONSTRUCTION GRADE ADHESIVE (ASTM D3498) AND NAIL WITHIN 10 MINUTES OF GLUEING. 4.SHEATHING SHEETS AT FLOORS AND ROOFS SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO JOISTS AND RAFTERS AND EDGES SHALL HAVE A STAGGERED LAYOUT. 5.SHEATHING SHEETS ON WALLS SHALL BE LAID WITH LONG DIMENSION VERTICAL. BLOCK ALL PANEL EDGES. PROVIDE 3x (OR 4x) MEMBERS (OR DOUBLE 2x TOP PLATE) AT ALL SHEATHING EDGES FOR SHEAR WALL WHERE NAILING IS EQUAL OR LESS THAN 4”o.c. 6.SHEATHING SHALL ABUT ALONG THE CENTERLINE OF FRAMING MEMBERS WITH NAILING NOT LESS THAN 3/8" FROM EDGE OF SHEETS AND FRAMING. 7.SHEAR WALLS SHALL RUN AND BE CONNECTED TO UNDERSIDE OF ROOF OR FLOOR SHEATHING WITH APPROVED BLOCKING AS REQUIRED AND SHALL CONNECT WITH FLOOR OR FOUNDATION BELOW. 8.WHERE SHEAR WALL CONNECTIONS ARE NOT SPECIFICALLY DETAILED ON THESE DRAWINGS, CONSTRUCTION DETAILS SHALL BE PER TYPICAL DETAILS AND SHEAR WALL SCHEDULE. EPOXY ADHESIVE ANCHORS: 1.EPOXY ADHESIVE SHALL BE ONE OF THE FOLLOWING: a.SIMPSON SET-3G ADHESIVE (ICC-ES REPORT ESR-4507 b.EQUIVALENT ALTERNATES WILL BE CONSIDERED UPON REQUEST AND SUBMISSION OF MANUFACTURER'S SPECIFICATIONS AND ICC-ES REPORT. 2.INSTALLATION OF EPOXY ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY PERSONNEL CERTIFIED BY AN APPLICABLE CERTIFICATION PROGRAM. CERTIFICATION SHALL INCLUDE WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT. THE ACCEPTABILITY OF CERTIFICATION OTHER THAN ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION SHALL BE APPROVED BY THE ENGINEER OF RECORD. 3.INSTALLATION REQUIREMENTS: INSTALL ADHESIVE AND ANCHORS PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL HAVE MANUFACTURER'S PRODUCT INSTALLATION LITERATURE AND PRODUCT EVALUATION REPORT ON SITE FOR REFERENCE DURING INSTALLATION. a.ANCHORS SHALL BE INSTALLED IN CONCRETE THAT HAS A MINIMUM AGE OF 21 DAYS PER ACI D5.5.2. b.HOLE PREPARATION: HOLES SHALL BE DRILLED, BLOWN OUT, AND BRUSHED PER MANUFACTURER'S SPECIFICATIONS. c.CARTRIDGE PREPARATION: EPOXY ADHESIVE SHALL BE MIXED AND DISPENSED PER MANUFACTURER'S SPECIFICATIONS. 4.VISUAL PERIODIC SPECIAL INSPECTION IS REQUIRED DURING INSTALLATION, AND SHALL BE PERFORMED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND ICC-ES REPORT. a.THE SPECIAL INSPECTOR MUST BE ON THE JOBSITE TO VERIFY THE INITIAL INSTALLATIONS OF EACH TYPE AND SIZE OF ANCHOR BY CONSTRUCTION PERSONNEL. SUBSEQUENT INSTALLATIONS OF THE SAME TYPE AND SIZE BY THE SAME CONSTRUCTION PERSONNEL ARE PERMITTED TO BE PERFORMED IN THE ABSENCE OF THE SPECIAL INSPECTOR. b.ANY CHANGE IN THE PRODUCT OR PERSONNEL MUST REQUIRE AN INITIAL INSPECTION. FOR ONGOING INSTALLATION OVER AN EXTENDED PERIOD, THE SPECIAL INSPECTOR MUST MAKE REGULAR INSPECTIONS AT INTERVALS DETERMINED BY THE ENGINEER OF RECORD. c.IF THE CONTRACTOR FAILS TO ENSURE VISUAL PERIODIC SPECIAL INSPECTION IS ADEQUATELY PERFORMED, OR THE LOCAL BUILDING AUTHORITY SPECIFICALLY REQUIRES TESTING, CONTACT THE ENGINEER FOR PROOF LOADING REQUIREMENTS. 5.QUALITY CONTROL REQUIREMENTS: a.SHEAR ANCHORS: 25% OF ANCHORS RESISTING SHEAR FORCES ONLY, SUCH AS SILL PLATE OR LEDGER ANCHORS, SHALL BE TORQUE TESTED TO THE VALUES LISTED BELOW. b.TENSION ANCHORS: 5% (BUT NOT LESS THAN TWO) OF ANCHORS RESISTING TENSION FORCES, SUCH AS HOLDOWN ANCHORS, SHALL BE SUBJECT TO DIRECT TENSION TESTS PER THE TYPICAL "HOLDOWN TO EXISTING CONCRETE" DETAILS. AN ADDITIONAL 20% (BUT NOT LESS THAN THREE) SHALL BE TORQUE TESTED TO THE VALUES LISTED BELOW. c.TORQUE TESTING REQUIREMENTS: TEST ANCHORS USING A TORQUE CALIBRATED WRENCH TO THE FOLLOWING MINIMUM TORQUE VALUES: ANCHOR TORQUE 1 2"Ø 40 FT-LBS. 5 8"Ø 50 FT-LBS. 3 4"Ø 60 FT-LBS. 7 8"Ø 70 FT-LBS. 1"Ø 80 FT-LBS. DEMOLITION AND SHORING WORKS 1.ALL DESIGN AND DETAILING FOR TEMPORARY SHORING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CALIFORNIA BUILDING CODE, 2022 EDITION. DRAWINGS AND CALCULATIONS SHALL BE STAMPED AND SIGNED BY A CIVIL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF CALIFORNIA, AND SHALL BE SUBMITTED TO THE LOCAL DEPARTMENT OF BUILDING INSPECTION FOR APPROVAL UPON REQUEST. STRUCTURAL TESTS AND SPECIAL INSPECTIONS 1.STRUCTURAL TESTS AND CONTINUOUS OR PERIODIC SPECIAL INSPECTIONS, AS REQUIRED BY THE 2022 CALIFORNIA BUILDING CODE (CBC) CHAPTER 17, SHALL BE PERFORMED BY THE OWNER'S TESTING AND INSPECTION AGENCY, INCLUDING THE FOLLOWING: a.EPOXY ADHESIVE ANCHORS: VISUAL INSPECTION OF EPOXY ADHESIVE ANCHORS POST-INSTALLED IN HARDENED CONCRETE OR MASONRY PER MANUFACTURER'S SPECIFICATION AND PRODUCT EVALUATION REPORT. SHEAR (TORQUE) TESTS AND DIRECT TENSION (PULL) TESTS PER THE GENERAL NOTES. GENERAL NOTES 1.ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE 2022 CRC 2.ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OTHERWISE. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL NOTES AND TYPICAL DETAILS. 3.ALL OMISSIONS AND CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR ARCHITECTURAL SPECIFICATIONS (WHERE APPLICABLE) SHALL BE BROUGHT TO THE ATTENTION OF THE STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE WORK INVOLVED. 4.AT ALL TIMES THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE INCLUDING SAFETY OF THE PERSONS AND PROPERTY, AND FOR ALL NECESSARY INDEPENDENT ENGINEERING REVIEWS OF THESE CONDITIONS. THE ARCHITECT'S OR ENGINEER'S JOB SITE REVIEW IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES. 5.DURING AND AFTER CONSTRUCTION, BUILDER AND/OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. 6.IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. 8.NO OPENINGS, CHASES, NOTCHES, ETC. SHALL BE PLACED IN COLUMNS, JOISTS, BEAMS, BEARING WALLS, AND SHEAR WALLS UNLESS SPECIFICALLY NOTED ON THESE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW SUCH OPENINGS. 9.CONTRACTOR SHALL COORDINATE ALL STRUCTURAL FRAMING WITH MECHANICAL, PLUMBING AND ELECTRICAL INFRASTRUCTURE, INCLUDING, BUT NOT LIMITED TO, RECESSED AND SEMI-RECESSED LIGHTING, MECHANICAL DUCTS AND PIPING, FIRE SPRINKLER PIPE AND HEADS AND PLUMBING DRAINS, WASTE AND SUPPLY LINES. 10.ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED OTHERWISE. DESIGN CRITERIA 1.DEAD LOADS: a.ROOF (SLOPED) = 18 PSF b.CEILING LOAD = 6 PSF c.SOLAR = 5 PSF d.WALL (EXTERIOR) = 20 PSF e.WALL (INTERIOR) = 10 PSF f.FLOOR = 15 PSF 2.LIVE LOADS: a.ROOF =20 PSF b.ATTIC =10 PSF c.FLOOR =40 PSF 3.SEISMIC DESIGN PARAMETERS: a.IMPORTANCE FACTOR I = 1.0 b.RISK CATEGORY II c.SITE CLASS D d.SEISMIC DESIGN CATEGORY D DESIGN BASE SHEAR: V = Cs*W AT STRENGTH LEVEL (W = EFFECTIVE SEISMIC WEIGHT) e.WOOD SHEAR WALLS Cs = 0.165 RESPONSE MODIFICATION FACTOR R = 6.5 4.WIND DESIGN PARAMETERS: a.BASIC WIND SPEED 95mph b.RISK CATEGORY II c.EXPOSURE CATEGORY B d.WIND PRESSURES (STRENGTH LEVEL): ·MAIN WIND FORCE RESISTING SYSTEM: 16.7 PSF 5.FOUNDATION DESIGN PARAMETERS: a.SPREAD FOOTING PARAMETERS ·ALLOWABLE SOIL PRESSURE: DEAD LOADS:1,500 PSF DEAD PLUS LIVE LOADS:1,500 PSF DEAD PLUS LIVE PLUS SEISMIC:2,000 PSF ·PASSIVE PRESSURE 250 PCF ·COEFFICIENT OF FRICTION 0.30 FOUNDATION 1.INSTALLATION OF THE FOUNDATION FOOTINGS OR PIERS WITH RESPECT TO THE DEPTH BELOW FINISHED OR NATURAL GRADE SHALL BE AT A MINIMUM ACCORDING TO THE FOUNDATION DETAILS ON THESE PLANS. FIELD DISCOVERED CONDITIONS MAY NECESSITATE DEEPER FOUNDATIONS. 2.EXCEPT WHERE OTHERWISE SHOWN, EXCAVATIONS SHALL BE MADE AS NEAR AS POSSIBLE TO THE NEAT LINES REQUIRED BY THE SIZE AND SHAPE OF THE STRUCTURE. 3.ALL WATER, SOIL, AND OTHER DEBRIS SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING OF CONCRETE. 4.ALL BACKFILL WITH ENGINEERED FILLS SHALL BE COMPACTED TO 95% RELATIVE DENSITY, UNLESS OTHERWISE SPECIFIED IN THE GEOTECHNICAL REPORT. CONCRETE 1.ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH CRC CHAPTER 4 AND ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 2.ALL CONCRETE SHALL HAVE A MAXIMUM WATER-CEMENT RATIO OF 0.48 FOR FOUNDATIONS AND ALL STRUCTURAL ELEMENTS AND 0.45 FOR SLABS, 4"±1" SLUMP, AND SHALL OBTAIN A 28 DAY MINIMUM COMPRESSIVE STRENGTH AS FOLLOWS: a.FOOTINGS AND SLAB-ON-GRADE 2,500 PSI b.MISCELLANEOUS, CURBS, HOUSEKEEPING PADS ETC.2,500 PSI c.NON-STRUCTURAL CONCRETE TOPPING SLAB 2,000 PSI 3.ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE, NOT WEIGHING LESS THAN 145 PCF, UNLESS OTHERWISE NOTED. 4.CEMENT SHALL CONFORM TO ASTM C150, TYPE II (OR ENGINEERED MAXIMUM DESIGN TO STRENGTH). REPLACE A MINIMUM OF 25% AND A MAXIMUM OF 50% OF CEMENT CONTENT WITH FLYASH CONFORMING TO ASTM C618 CLASS C OR F, OR GROUND GRANULATED BLAST FURNACE SLAG CONFORMING TO ASTM C989, CLASS 100 OR 120. 5.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. NOMINAL MAXIMUM SIZE OF AGGREGATE SHALL NOT EXCEED 1 1/2 INCHES FOR FOUNDATION CONCRETE AND 1 INCH FOR STRUCTURAL CONCRETE ABOVE THE FOUNDATION. SEE ALSO THE REQUIREMENTS IN ACI STANDARD SPECIFICATIONS. NOMINAL MAXIMUM SIZE SHALL ALSO BE SELECTED SUCH THAT WORKABILITY AND PLACEABILITY OF CONCRETE ARE FACILITATED. 6.ALL ALTERNATE CONCRETE MIX DESIGN AND TEST STRENGTHS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 7.CONCRETE COVER AT REINFORCING SHALL BE AS FOLLOWS: a.CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" CLEAR b.EXPOSED TO EARTH OR WEATHER BUT CAST AGAINST FORMS 2" CLEAR c.SLABS REBAR AT CENTER OF SLAB d.BARS PARALLEL TO COLD JOINTS 2" CLEAR e.NOT EXPOSED TO WEATHER OR EARTH SLABS, WALLS, JOISTS 3 4" CLEAR f.NOT EXPOSED TO WEATHER OR EARTH BEAMS AND COLUMN 11 2" CLEAR 8.ALL REINFORCING STEEL, DOWELS, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO PLACING OF CONCRETE. “WET SETTING” WILL NOT BE ALLOWED. 9.DO NOT PLACE CONCRETE WHILE RAIN IS FALLING UNLESS ADEQUATE PROTECTION IS PROVIDED. DO NOT ALLOW RAIN WATER TO INCREASE WATER-CEMENT RATIO IN CONCRETE OR DAMAGE THE SURFACE OF THE CONCRETE. 10.MAXIMUM VERTICAL DROP OF CONCRETE SHALL BE NO MORE THAN 2'-0" FROM END OF PLACEMENT DEVICE TO PLACEMENT SURFACE. 11.THE SURFACE OF ALL CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHENED BY REMOVING THE ENTIRE SURFACE AND EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MIX. 12.EPOXY ADHESIVE WILL BE USED AT ALL LOCATIONS WHERE EITHER THREADED STEEL ROD OR REBAR IS BEING EMBEDDED INTO EXISTING HARDENED CONCRETE OR MASONRY, U.O.N.. RE M O D E L 56 0 3 H I G H L A N D SA N T A A N A , C A SHEET NUMBER DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN CONSENT OF DELLA STRUCTURAL. PR O J E C T : SHEET TITLE DATEPROJECT STATUS ENGINEER OF RECORD DECEMBER 2025PERMIT SUBMITTAL MARCH 2025PLAN CHECK 1 L RO Exp. 06-30-26 S IVISTTACEOF IFAL IG RE C L No. 91229 REET D SPRFOE AOINS IG NAI ER EN ENNARTALLED de l l a @ d e l l a i n c o r p o r a t e d . c o m 51 0 . 3 2 2 . 0 7 3 5 S100 GENERAL NOTES LEGEND "#" DENOTES SHEAR WALL TYPE & EDGE NAIL SPACING AND "**.*"" DENOTES MINIMUM SHEAR WALL LENGTH. SEE SHEET 9/S300 FOR SHEAR WALL SCHEDULE. SEE DETAIL 4/S400 FOR SHEAR WALL FRAMING AND TYP. PENETRATIONS IN SHEAR WALL "####" DENOTES SHEAR WALL HOLDOWN TYPE. SEE TYPICAL DETAIL 8/S300 FOR INFO AND MIN. END POST SIZE #### (E) WALL ABOVE FRAMING PLAN WALL BELOW FRAMING PLAN #**.*' DENOTES SIMPSON HANGER PER SCHEDULE 7/S400, U.O.N. DENOTES SIMPSON CONCEALED FLANGE HANGER PER SCHEDULE 7/S400, U.O.N. SEE HEADER SCHEDULE ON 11/S400 FOR HEADER SIZES, UNLESS NOTED ON PLAN. 12" WIDE x 24" CONCRETE FOOTING, U.O.N. ROOF SHEATHING:1 2" APA RATED SHEATHING NAILED w/10d @6"o.c. AT EDGE AND 10d @12"o.c. AT FIELD (NO BLKG REQ'D), SEE 4/S400. SEE DETAIL 8/S300 FOR SHEAR WALL POST SIZE S.W . P O S T NOTE: CONTRACTOR TO VERIFY ALL EXISTING FRAMING. NOTIFY ENGINEER-OF-RECORD- IF EXISTING FRAMING CONDITIONS IN THE FIELD ARE DIFFERENT THAN SHOWN ON PLAN (N) WALL ABOVE FRAMING PLAN 1 FIRST FLOOR FRAMING AND FOUNDATION PLAN SCALE: 1/4"=1'-0" D 3 1 A CB 2 24" SQ. x 24" DEEP CONC. FTG, TYP. 6x6 P O S T 6x6 P O S T 4x4 P O S T (E) CONCRETE FOOTING, V.I.F. PROVIDE (2) #4x16" EPOXY REBAR w/ 4" MIN. EMBED INTO (E) FTG TOP & BOT, TYP. (E ) S W 6 (E) REINF. CONCRETE SLAB-ON-GRADE (E) REINF. CONCRETE SLAB-ON-GRADE (E) SW6 (E) SW6 (E) SW6(E) SW6 (E) SW6(E) SW6 (E ) S W 6 (E ) S W 6 (E ) S W 6 6 16 . 0 ' HDU2 HDU2 S.W . P O S T S.W . P O S T 24" SQ. x 24" DEEP CONC. FTG, TYP. 11 S300 11 S300 3 S301 3 S301 2 S301 REINF. CONCRETE SLAB-ON-GRADE PER 1/S301 4 S301 TYP. CONCRETE FOOTING, SEE LEGEND SHEET NUMBER RE M O D E L 56 0 3 H I G H L A N D SA N T A A N A , C A SHEET NUMBER DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN CONSENT OF DELLA STRUCTURAL. PR O J E C T : SHEET TITLE DATEPROJECT STATUS ENGINEER OF RECORD DECEMBER 2025PERMIT SUBMITTAL MARCH 2025PLAN CHECK 1 L RO Exp. 06-30-26 S IVISTTACEOF IFAL IG RE C L No. 91229 REET D SPRFOE AOINS IG NAI ER EN ENNARTALLED de l l a @ d e l l a i n c o r p o r a t e d . c o m 51 0 . 3 2 2 . 0 7 3 5 S200 FRAMING PLANS LEGEND "#" DENOTES SHEAR WALL TYPE & EDGE NAIL SPACING AND "**.*"" DENOTES MINIMUM SHEAR WALL LENGTH. SEE SHEET 9/S300 FOR SHEAR WALL SCHEDULE. SEE DETAIL 4/S400 FOR SHEAR WALL FRAMING AND TYP. PENETRATIONS IN SHEAR WALL "####" DENOTES SHEAR WALL HOLDOWN TYPE. SEE TYPICAL DETAIL 8/S300 FOR INFO AND MIN. END POST SIZE #### (E) WALL ABOVE FRAMING PLAN WALL BELOW FRAMING PLAN #**.*' DENOTES SIMPSON HANGER PER SCHEDULE 7/S400, U.O.N. DENOTES SIMPSON CONCEALED FLANGE HANGER PER SCHEDULE 7/S400, U.O.N. SEE HEADER SCHEDULE ON 11/S400 FOR HEADER SIZES, UNLESS NOTED ON PLAN. 12" WIDE x 24" CONCRETE FOOTING, U.O.N. ROOF SHEATHING:1 2" APA RATED SHEATHING NAILED w/10d @6"o.c. AT EDGE AND 10d @12"o.c. AT FIELD (NO BLKG REQ'D), SEE 4/S400. SEE DETAIL 8/S300 FOR SHEAR WALL POST SIZE S.W . P O S T NOTE: CONTRACTOR TO VERIFY ALL EXISTING FRAMING. NOTIFY ENGINEER-OF-RECORD- IF EXISTING FRAMING CONDITIONS IN THE FIELD ARE DIFFERENT THAN SHOWN ON PLAN (N) WALL ABOVE FRAMING PLAN 1 ROOF FRAMING PLAN SCALE: 1/4"=1'-0" D 3 1 A CB 2(E) HDR (E) HDR (E ) H D R (E) HDR(E) HDR 4x8 HDR 4x8 HDR 4x 6 H D R 4x6 HDR 4x 6 H D R 4x 6 H D R (E) PER-MANUFACTURED TRUSSES TO REMAIN (E) ROOF SHEATHING 4x12 BEAM 4x 1 2 B E A M (E) BEAM 2x8 ROOF JOIST @16"o.c. CS16x48" STRAP @48"o.c. 2x8 ROOF JOIST @16"o.c. POS TBEL O W 2x 1 0 R I D G E B O A R D 2 S401 3 S401 POS T B E L O W w / ECC C O L . C A P POS T B E L O W w / ECC L L C O L . C A P 1 S401 5 S401 2x8 CEILING JOIST @16"o.c. SEE DETAIL 6S401 FOR INTERIOR NON BEARING WALL SUPPORT ROOF SHEATHING PER LEGEND 7 S401 7 S401 NEW CALIFORNIA FRAMING PER DETAIL 4S401 (E) BEAM 2x8 CEILING JOIST @16"o.c. "CMSTC16"x4'-0" STRAP INSTALLED ON SIDE OF DBL TOP PLATE 8 S401 ALIGN HORIZ. HDU5 w/ (E) TRUSS "CMSTC16"x48" STRAP 2 SHEET NUMBER RE M O D E L 56 0 3 H I G H L A N D SA N T A A N A , C A SHEET NUMBER DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN CONSENT OF DELLA STRUCTURAL. PR O J E C T : SHEET TITLE DATEPROJECT STATUS ENGINEER OF RECORD DECEMBER 2025PERMIT SUBMITTAL MARCH 2025PLAN CHECK 1 L RO Exp. 06-30-26 S IVISTTACEOF IFAL IG RE C L No. 91229 REET D SPRFOE AOINS IG NAI ER EN ENNARTALLED de l l a @ d e l l a i n c o r p o r a t e d . c o m 51 0 . 3 2 2 . 0 7 3 5 S201 FRAMING PLANS NOTES: 1.d = REBAR DIAMETER. 2.LAP SPLICE LENGTHS ARE BASED ON 60 KSI REBAR YIELD STRENGTH AND NORMAL CONCRETE WEIGHT. 3.TOP BAR IS A HORIZONTAL BAR (OTHER THAN IN WALLS) PLACED WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS. 4.LAP SPLICE LENGTHS ARE BASED ON MINIMUM CLEAR COVER GREATER THAN ONE BAR DIAMETER AND MINIMUM CLEAR SPACING GREATER THAN TWO BAR DIAMETERS. 5.IF EITHER REQUIREMENT IN NOTE 4 IS NOT SATISFIED, INCREASE LAP SPLICE LENGTH BY 50%. Ldh = 22 x d, TYP. 24 x d FOR f'c < 2,500 PSI 12 d Ld PER SCHED. A: STANDARD HOOK B: LAP SPLICE D/ 3 D/ 3 D/ 3 SEE MECH. DWGS FOR LOCATION AND SIZE OF PIPE SLEEVESSL A B D MI N . MI N . MA X . 1" TY P . d SL A B lp TYP. 6" MI N . 2d 1'-0" MIN. 1 1 CASE II CASE I NOTES: PENETRATIONS THRU STRUCTURAL MEMBERS ARE PERMITTED ONLY WITH THE REVIEW OF THE STRUCTURAL ENGINEER. 4d OR 21 2" MIN. 180° HOOK90° HOOK 6d FOR #8 & SMALLER 8d FOR #9 & LARGER CRITICAL SECTIONCRITICAL SECTION 6d FOR #8 & SMALLER 8d FOR #9 & LARGER MAX. SLOPE IF REQUIRED 1 6 ADD ONE STIRRUP SAME SIZE AS ADJACENT STIRRUPS, 1" CLR. EA. SIDE OF PIPE SLEEVE BEAM REINF. ℄ OF SCHEDULE 40 PIPE SLEEVE REINFORCED CONC. FOOTING OR STEM WALL BENT BAR TO MATCH FOOTING BOTTOM BAR SIZE & SPACING ADD'L BAR TO MATCH FOOTING BOTTOM BAR SIZE & SPACINGBEAM REINF. INTERRUPTED ℄ OF SCHEDULE 40 PIPE SLEEVE REINFORCED CONC. FOOTING OR STEM WALL Ldh = 22 x d, TYP. 24 x d FOR f'c < 2,500 PSI STANDARD 90° HOOK, TYP. (1) TYPICAL WALL VERTICAL BAR (#5 BAR MIN.) TYP. WALL REINFORCING CORNER END STANDARD 180° HOOK (1) TYPICAL WALL VERTICAL BAR (#5 BAR MIN.) TYPICAL WALL REINFORCING HALF TYPICAL SPACINGTO FIRST VERTICAL BAR, TYP. DEVELOPMENT LENGTH AND LAP SPLICE (Ld) SCHEDULE (INCHES) CLASS B SIZE LOCATION CONCRETE COMPRESSIVE STRENGTH (PSI) 2,500 3,000 4,000 5,000 6,000 #4 HORIZ. TOP BAR 41 38 33 29 27 ALL OTHER BARS 32 29 25 23 21 #5 HORIZ. TOP BAR 51 47 41 36 33 ALL OTHER BARS 39 36 31 28 26 NOTES: (THIS SCHEDULE IS BASED ON AWC SDPWS-2018 TABLE 4.3A) 1.USE COMMON OR GALVANIZED BOX NAILS FOR ALL NAILING. 10d COMMON NAIL SHALL HAVE .148" DIAMETER AND 16d COMMON NAIL SHALL HAVE .162" DIAMETER. 10d GALVANIZED BOX NAIL SHALL HAVE .128" DIAMETER AND 16d GALVANIZED BOX NAIL SHALL HAVE .135" DIAMETER. NAILS SHALL HAVE 11 2" MIN. PENETRATION INTO FRAMING MEMBER OR BLOCKING. 2.THIS SCHEDULE SHALL APPLY TO NAILING AT ALL STUDS, WALL SHEATHING JOINTS, TOP PLATES, SILL PLATES, SOLE PLATES, RIMS, AND BLOCKING. 3.NAILING AT INTERMEDIATE MEMBERS (FIELD NAILING) SHALL BE 10d NAIL @12"o.c. 4.WALL SHEATHING SHALL BE APPLIED OVER STUDS SPACED AT 16"o.c. 5.ALL SILL FASTENING TO CONCRETE SHALL HAVE AS A MINIMUM 5 8"Ø ANCHOR BOLTS w/SIMPSON H.D.G. BPS5 8-6 (BPS 5 8-3 AT 2x4 WALLS) BEARING PLATE WASHER OR EQUIVALENT. BEARING PLATE SHALL EXTEND TO WITHIN 1 2" OF THE EDGE OF THE SILL PLATE ON THE SIDE(S) WITH SHEATHING. ANCHOR BOLTS SHALL BE EMBEDDED 7" MIN. IN CONCRETE WALL OR FOUNDATION. 6.NAILS PENETRATING PRESSURE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, CLASS D. 7.DBL. 2x STUDS AT ABUTTING PANEL EDGES SHALL BE FASTENED TOGETHER w/ 16d NAILS AT EDGE NAIL SPACING. 8.NAILING SPACED AT 3"o.c. OR LESS SHALL BE STAGGERED 1 2" MIN. AND INSTALLED 3 8" MIN. FROM EDGE OF WALL SHEATHING AND STUD. "D 1 " M I N . 2" MIN. "D2""D2" 4" MIN 9" MAX. 1 1 "D 2 " PER PLAN DEEPEN FOUNDATION AS REQ'D TO ACHIEVE HOLDDOWN EMBEDMENT POST PER HOLDDOWN SCHEDULE OR PLAN SHEAR WALL EDGE NAIL FULL HEIGHT TRIMMER OR CRIPPLE STUD WHERE OCCURS HOLDOWN PER PLAN SIMPSON BOLT PER SCHEDULE P.T.3x SILL PLATE w/ 5 8"Ø ANCHOR BOLTS AT SPACING PER SHEAR WALL SCHEDULE STEM/CURB WHERE OCCURS REINFORCING NOT SHOWN FOR CLARITY BOTTOM OF FOUNDATION BEYOND 1.REFER TO THE PLANS FOR HOLDOWN SIZE AND HOLDOWN POST SIZES. 2.FOR HOLD DOWN ASSEMBLIES, USE SIMPSON HOLDOWNS OR APPROVED EQUAL 3.BOLTS THROUGH FLOOR AND EMBEDDED IN FOUNDATION SHALL BE F1154 STEEL, GRADE A36, ALL THREAD. 4.HOLDOWNS SHALL NOT BE SUBSTITUTED FOR SILL PLATE ANCHOR BOLTS 5.EMBEDMENT PER MANUFACTURER'S REQUIREMENTS 6.USE STANDARD STEEL FOR THE SIMPSON PRE-ASSEMBLED ANCHOR BOLTS AND OVERSIZE PENETRATION IN P.T. SILL PLATE 1 4" 7.MAXIMUM STEM/CURB HEIGHT EQUALS 111 4" 8.HOLDOWN ANCHOR BOLT NUT SHOULD BE FINGER TIGHT PLUS 1 3 T0 1 2 TURN WITH HAND WRENCH. HOLDOWN SCHEDULE AT FOUNDATION CONCRETE STRENGTH (f'c = 2,500 PSI MIN.) HOLDOWN TYPE MIN. END POST SIZE SIMPSON ANCHOR BOLT STEM/CURB MIN. WIDTH "W" MIN. EMBEDMENT "D1" MIN. EMBEDMENT & CLEARANCE "D2" ALTERNATIVE ANCHOR BOLT (SEE NOTE 5) 2x4 WALL 2x6 WALL HDU2 4x4 4x6 SB5 8x24 6"1'-6"N/A SSTB24 HDU4 4x4 4x6 SB5 8x24 6"1'-6"N/A N/A HDU5 4x4 4x6 SB5 8x24 6"1'-6"N/A N/A HDU8 4x6 6x6 SB7 8x24 6" (SEE NOTE 7)1'-6"N/A N/A HDU11 4x8 6x8 SB1x30 6" (SEE NOTE 7)2'-0"N/A N/A HDU14 4x8 6x8 PAB8 (SEE NOTE 6)N/A N/A 1'-5"N/A HD19 4x8 6x8 PAB9 (SEE NOTE 6)N/A N/A 1'-7"N/A "W" "D 2 " M I N . "D 1 " B: ELEVATIONA: SECTION 6" MA X . EDGE NAIL TOP OF CONCRETE 12" MIN. STUDS PER SHEAR WALL SCHEDULE SHEAR WALL w/ E.N. PER PLAN 9 SHEAR WALL SCHEDULE SCALE: 1"=1'-0"3 REBAR DEVELOPMENT LENGTHS SCALE: 1"=1'-0" 2 PLAN VIEW OF CONCRETE FOOTINGS SCALE: 1"=1'-0" 1 PIPE SLEEVE THOUGH CONCRETE FOOTING OR STEM WALL SCALE: 1"=1'-0" 8 HOLDOWN ANCHORAGE AT FOUNDATION SCALE: 1"=1'-0" TYPE PER PLAN "APA RATED" 1 2" WALL SHEATHING STRUCT 1 10d EDGE NAIL SPACING WALL STUDS & BLOCKING AT ABUTTING PANEL EDGES P.T. 2x SILL PLATE TO CONCRETE 2x SOLE PLATE TO RIM/BLOCKING SOLID SAWN OR LSL RIM/BLOCKING JOIST MIN. WIDTH DBL. 2x TOP PLATE CONNECTION TO RIM/BLOCKING 5 8"Ø THREADED RODS STEEL BEAM TO SOLE PLATE/TOP PLATE ALLOWABLE SHEAR (PLF) 5 8"Ø ANCHOR BOLTS SDS1 4"x6" WOOD SCREWS U.O.N. "LTP4" OR "A35" CLIPS U.O.N. SDS1 4"x6" WOOD SCREWS 6 ONE SIDE 6"o.c.2x 48"o.c.16d NAILS @6"o.c.11 2"16"o.c.8"o.c.16"o.c.340 4 ONE SIDE 4"o.c.2x 32"o.c.8"o.c.11 2"12"o.c.8"o.c.16"o.c.510 3 ONE SIDE 3"o.c.3x OR DBL. 2x 32"o.c.6"o.c.11 2"8"o.c.6"o.c.16"o.c.665 2 ONE SIDE 2"o.c.3x OR DBL. 2x 16"o.c.6"o.c.31 2"8"o.c.6o.c.16"o.c.870 4 - 4 DOUBLE SIDED 4"o.c.3x OR DBL. 2x 16"o.c.6"o.c.31 2"6"o.c.6"o.c.16"o.c.1020 3 - 3 DOUBLE SIDED 3"o.c 3x OR DBL. 2x 16"o.c.4"o.c.31 2"5"o.c.4"o.c.8"o.c.1330 2 - 2 DOUBLE SIDED 2"o.c.3x OR DBL. 2x 8"o.c.3"o.c.31 2"A34 clips @4"o.c.3"o.c.8"o.c.1740 SHEAR WALL SCHEDULE: 4" MIN TOP OF (E) CONC. CURB WHERE OCCURS "D " CU R B TOP OF (E) CONC. WALL OR FOOTING 1.SPECIAL INSPECTION IS REQUIRED FOR THE INSTALLATION OF HOLDOWN ANCHORS IN CONCRETE WITH EPOXY. SEE EPOXY MANUFACTURER'S REQUIREMENTS FOR EPOXY ANCHOR INSTALLATION, SPECIAL INSPECTION, AND TESTING REQUIREMENTS. 2.THREADED ROD ANCHOR BOLTS SHALL BE F1554 GRADE 36. 6" MA X . EPOXY ADHESIVE INSTALLED THREADED ROD PER SCHEDULE HOLDOWN PER PLAN TRIMMER OR CRIPPLE STUD WHERE OCCURS POST PER SCHEDULE OR PLAN w/ SHEARWALL E.N. FULL HEIGHT P.T. 2x SILL PLATE w/ 5 8"Ø ANCHOR BOLTS AT SPACING PER SHEAR WALL SCHEDULE TOP OF (E) CONCRETE 8" WIDE MIN. STEM WALL OR FOOTING 11 HOLDOWN TO EXISTING CONCRETE SCALE: 1"=1'-0" HDU2 3200#10" HOLDOWN SIZE 5 8"Ø THREADED ROD (2) 4x4 MIN. END POST SIZE DIRECT TENSION TEST LOAD (3)2x4 WALL 2x6 WALL 4x6 EMBEDMENT DEPTH "D" 2" MIN. "W" "D ' 31 2" MIN EDGE DISTANCE TOP OF (E) CONC. CURB WHERE OCCURS CU R B TOP OF (E) CONC. WALL OR FOOTING PE R P L A N A: SECTION B: ELEVATION RE M O D E L 56 0 3 H I G H L A N D SA N T A A N A , C A SHEET NUMBER DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN CONSENT OF DELLA STRUCTURAL. PR O J E C T : SHEET TITLE DATEPROJECT STATUS ENGINEER OF RECORD DECEMBER 2025PERMIT SUBMITTAL MARCH 2025PLAN CHECK 1 L RO Exp. 06-30-26 S IVISTTACEOF IFAL IG RE C L No. 91229 REET D SPRFOE AOINS IG NAI ER EN ENNARTALLED de l l a @ d e l l a i n c o r p o r a t e d . c o m 51 0 . 3 2 2 . 0 7 3 5 S300 DETAILS 1 CONCRETE SLAB-ON-GRADE 1"=SCALE: 1'-0" CONCRETE SLAB-ON-GRADE #4 BARS @16"o.c. EA. WAY AT MID-DEPTH 5" 4" MIN. OPEN GRADED ROCK CAPILLARY BREAK (1 2" OR LAGER CLEAN AGGREGATE) 10MIL MIN. VAPOR BARRIER (STEGO WRAP OR EQUIVALENT) AT INTERIOR CONDITIONS, S.A.D. 3 POST AT SPREAD FOOTING SCALE: 1"=1'-0" POST PER PLAN w/ 'CB' OR MP66Z COLUMN BASE PER PLAN 1" MI N . PER PLAN (3) #4 BARS EA. WAY 3" CL R . PE R P L A N 2 SILL PLATE AT CONTINUOUS FOOTING SCALE: 1-1/2"=1'-0" CONCRETE SLAB ON GRADE PER DETAIL 1/S301 P.T. 2x SILL PLATE w/ 5 8"Ø ANCHOR BOLT w/ 7" MIN. EMBED AT SPACING PER SHEAR WALL SCHEDULE SHTG w/ E.N. PER PLAN FINISH GRADE, S.A.D. (2) #5 CONTINUOUS BAR TOP AND BOTTOM 24 " M I N . 3" CL R . 3" CL R . TERMINATE REINFORCING INTO FOOTING (MIN. 24" EMBEDMENT) WITH 90° STANDARD HOOK , TYP. PER PLAN 6" CURB w/ CONT. #4 BAR. S.A.D. FOR CURB WIDTH (E) SLAB ON GRADE PER PLAN #4x16" EPOXY REBAR @16"o.c. W/ 4" MIN. EMBED INTO (E) CONCRETE FOOTING CONCRETE SLAB PER DETAIL 1/S301 4 EPOXY DOWELS AT (E) SLAB SCALE: 1"=1'-0" RE M O D E L 56 0 3 H I G H L A N D SA N T A A N A , C A SHEET NUMBER DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN CONSENT OF DELLA STRUCTURAL. PR O J E C T : SHEET TITLE DATEPROJECT STATUS ENGINEER OF RECORD DECEMBER 2025PERMIT SUBMITTAL MARCH 2025PLAN CHECK 1 L RO Exp. 06-30-26 S IVISTTACEOF IFAL IG RE C L No. 91229 REET D SPRFOE AOINS IG NAI ER EN ENNARTALLED de l l a @ d e l l a i n c o r p o r a t e d . c o m 51 0 . 3 2 2 . 0 7 3 5 S301 DETAILS 9" M A X . 6" M I N . 9" M A X . 6" M I N . 9" MAX. 6" MIN. 9" MAX. 6" MIN. 9" MAX. 6" MIN. D 9" MAX. 6" MIN D/ 3 M A X . A A 4'-0" MIN. LAP NOTE: APPLIES TO FULL LENGTH OF WALL U.O.N. AND ALL THE WAY ACROSS BLDG ALONG LINE OF WALL AND OVER OPENINGS SUCH AS DOORS AND WINDOWS. 16-16d NAILS STAGGERED 13 HOLES & NOTCHES IN STUDS SCALE: N.T.S. 4 TYPICAL HORIZONTAL DIAPHRAGMS SCALE: N.T.S. EDGE NAILING (E.N.) BOUNDARY NAILING (B.N.) AT PERIMETER, SAME AS EDGE NAILING, U.O.N. 4'-0"x8'-0" SHEATHING WITH FACE GRAIN PERPENDICULAR TO JOISTS, PLACE IN A STAGGERED JOINT PATTERN, TYP. U.O.N. FLOOR OR ROOF JOISTS BELOW EDGE OF SHEET, TYP FIELD NAILING (F.N.) 3x4 (FLAT) EDGE BLKG. WHERE REQUIRED SEE PLAN 8 HOLES & NOTCHES IN SILL PLATES SCALE: N.T.S. 14 SILL PLATE BOLTING SCALE: N.T.S. DRILL 1 2"Ø HOLES AT EACH CORNER BEFORE NOTCHING PIPE OR CONDUIT SILL PLATE ADD'L A.B. EACH SIDE WHEN CONDUIT IS MORE THAN D/3 SIMPSON (ST2215) MIN. OR AS NOTED ON FRAMING PLANS NOTCH SILL PLATE SPLICE ANCHOR BOLT SIZE & SPACING PER PLANS & DETAILS WHERE SILL PLATE IS DRILLED OR NOTCHED MORE THAN 1 3 PLATE WIDTH, INSTALL ANCHOR BOLT EACH SIDE 1 TOP PLATE SPLICE SCALE: N.T.S. 9 HOLES & NOTCHES IN SAWN LUMBER JOISTS SCALE: N.T.S. STUDS PLATE JOINTS TO BE ALIGNED OVER STUDS (TYP.) 2-2X TOP PLATES NOTCHES: MAX. DEPTH 25% OF WIDTH NOTE: PORTION OF STUD REMAINING AT NOTCHES OR HOLES SHALL BE SOUND WOOD WITHOUT EXCESSIVE STRENGTH-REDUCING PROPERTIES SUCH AS KNOTS, BREAKS, SPLITS, EXCESSIVE SLOPE OF GRAIN, ETC. INTERIOR NON-BEARING WALLS EXTERIOR WALLS AND BEARING WALLS SP A C E H O L E S ST U D W I D T H M I N . 5 8" MIN. EDGE DISTANCE 5 8" MIN. EDGE DISTANCE 5 8" MIN. EDGE DISTANCE SP A C E H O L E S / N O T C H E S ST U D W I D T H M I N . 5 8" MIN. EDGE DISTANCE BORED HOLES: MAX. DIAMETER 60% OF WIDTH WIDTH WIDTH BORED HOLES: MAX. DIAMETER 40% OF WIDTH 12 HOLES & NOTCHES IN LSL/LVL/PSL SCALE: 1"=1'-0" "D " DE P T H NO HOLES WITHIN END 1 3 OF CLEAR SPAN NOTE: 1.ROUND HOLES ONLY. 2.NOTCHES NOT PERMITTED IN THE TOP OR BOTTOM EDGE. 3.HOLES AND NOTCHES NOT PERMITTED IN CANTILEVERS. 4.HOLES AND NOTCHES NOT PERMITTED WHERE DEPTH IS 5" OR LESS. 5.ALLOWABLE HOLE ZONE SHOWN IS SUITABLE FOR BEAMS WITH UNIFORM LOADS ONLY, CONTACT THE STRUCTURAL ENGINEER FOR BEAMS SUPPORTING POSTS AND BEAMS. MIDDLE 1 3 OF CLEAR SPAN D/ 3 D/ 3 D/ 3 ALLOWABLE HOLE ZONE MAX. HOLE DIAMETER: 13 4"Ø AT D < 71 2" 2"Ø AT D = 71 2" OR GREATER MIN. HOLE CLEARANCE TWICE THE LARGEST HOLE DIAMETER "D " DE P T H NOTCHES WITHIN END 1 3 OF CLEAR SPAN NOTE: 1.HOLES AND NOTCHES NOT PERMITTED IN THE BOTTOM EDGE. 2.HOLES AND NOTCHES NOT PERMITTED WHERE DEPTH IS 5" OR LESS. 3.APPLY PRESERVATIVE TO HOLES IN PRESSURE TREATED WOOD. D MIN. HOLE SPACING MAX. HOLE DIAMETER: D/3 AT 2x JOISTS D/4 (21 2" MAX.) AT 4x OR GREATER JOISTS 45° D/ 4 MA X . D/ 6 MA X . NO NOTCHES WITHIN MIDDLE 1 3 OF CLEAR SPAN D MIN. HOLE SPACING D/ 3 D/ 3 D/ 3 2" M I N . 2" M I N . ALLOWABLE HOLE ZONE 3 8" 1 2" 3 8"3 8" 1 2" 3 8" NA I L SP A C I N G P E R SH E A R W A L L SC H E D EDGE NAILING PANEL JOINT SPACING 1 8" MIN. NOTE: USE 3x STUD & BLKG AT ALL PANEL EDGES AND STAGGER EDGE NAILING WHEN EDGE NAILING IS SPACED AT 2"o.c. OR LESS 21 2" MIN. STUD OR BLKG 10 STAGGERED PANEL EDGE NAILING SCALE: 1"=1'-0" NOTES: CONNECTIONS, HEADER AND SILL PLATE SIZES ON THIS DETAIL APPLY TO ALL OPENINGS UNLESS NOTED OTHERWISE. 11 TYPICAL OPENING IN STUD WALL SCALE: N.T.S. MAX. WIDTH OF OPENING MIN. HEADER SIZE MIN. WINDOW SILL PLATE SIZE 2x4 STUD WALL 2x6 STUD WALL 2x4 STUD WALL 2x6 STUD WALL 3'-6"4x6 6x6 2x4 2x6 6'-0"4x8 6x6 2-2x4 2-2x6 8'-0"4x10 6x8 3-2x4 2-2x6 OVER 8'PER PLAN PER PLAN PER PLAN PER PLAN S.A.D. FOR OPENING SIZE "WIDTH" OF OPENING WINDOW SILL PLATE, PER SCHEDULE w/ "A34" CLIP EACH END AT 2x4 WALL AND "A35" CLIP EACH END AT 2x6 WALL CRIPPLE STUD TYP. DOUBLE CRIPPLE AT WIDTH>4'-0" AT EXTERIOR WALL AND AT WIDTH>6'-0" AT INTERIOR WALL HEADER ABOVE OPENING PER SCHEDULE w/ "A34" CLIP EACH SIDE AT 2x4 WALL AND "A35" CLIP EACH SIDE AT 2x6 WALL, UNLESS OTHERWISE NOTED ON PLAN. DOUBLE TOP PLATE (3) 20d NAILS AT EACH END AT EXTERIOR WALL AND (2) 16d NAILS AT INTERIOR WALL SILL OR SOLE PLATE FRAMING AT WINDOW STUD TYP. PAIR OF SIMPSON "A34" CLIPS TOP AND BOTTOM TYP. AT EXTERIOR WALL KING STUD TYP. DOUBLE KING AT WIDTH>6'-0" AT EXTERIOR WALL AND AT WIDTH>8'-0" AT INTERIOR WALL10 ' - 0 " M A X . 7 TYPICAL JOIST & BEAM HANGER SCHEDULE SCALE: N.T.S. NOTE: 1.USE JOIST AND BEAM HANGERS PER SCHEDULE, U.O.N. ON PLANS OR DETAILS 2.FOR BUILT-UP MEMBERS, USE HANGERS PER BEAM OF EQUIVALENT WIDTH 3.USE FACE MOUNTED HANGER WHENEVER POSSIBLE, SUBSTITUTE WITH TOP FLANGE HANGER AS NECESSARY AT CONTRACTOR'S OPTION, U.O.N. 4.USE CONCEALED FLANGE HANGERS ONLY WHERE INDICATED ON PLANS 5.HANGERS PRODUCED BY SIMPSON STRONG-TIE, U.O.N., OR EQUIVALENT APPROVED BY STRUCTURAL ENGINEER OF RECORD. 6.FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS 7.PROVIDE MAXIMUM FASTENERS LISTED BY MANUFACTURER 8.CONTACT STRUCTURAL ENGINEER OF RECORD FOR BEAM SIZES NOT SHOWN JOIST AND BEAM HANGER SCHEDULE JOIST / BEAM FACE MOUNT HANGER TOP FLANGE HANGER CONCEALED FLANGE HANGER 2x12 HU212 HU212TF LUC210Z (2) 2x12 LUS210-2 -- 3x6 HU36 HU36TF HUC36 4x6 HU46 HU46TF HUC46 4x8 HU48 HUS48TF HUC48 4x10 HUS410 HUS410TF HUCQ410-SDS 4x12 HU412 HUS412TF HUCQ412-SDS 31 2"x91 2" LSL/PSL HHUS410 BA3.56/9.5 HUCQ410-SDS 31 2"x117 8" LSL/PSL HHUS410 BA3.56/11.88 HUCQ412-SDS 6x10 OR 51 4"x91 2" PSL HGUS5.50/10 GLTV5.59 HUCQ610-SDS 6x12 OR 51 4"x117 8" PSL HGUS5.50/12 GLTV5.511 HUCQ612-SDS 7"x91 2" PSL HHUS7.25/10 GLTV49.5-2 HUC410-2 7"x117 8" PSL HHUS7.25/10 GLTV411.88-2 HUC412-2 2' - 0 " M I N . NOTES: 1.ALL NAILS SHALL HAVE A MINIMUM EDGE DISTANCE OF 3 8" FOR STUD AND SHEARWAL SHEATHING. 2.PROVIDE STUD OR BLOCKING AT ALL JOINTS UNLESS NOTED OTHERWISE. SEE SHEARWALL SCHEDULE FOR ADDITIONAL REQUIREMENTS. 3.PROVIDE EDGE NAILING AT ALL POSTS, ENDS OF WALLS AND EDGES OF ALL OPENINGS FULL HEIGHT. 4.LONG LENGTH OF ALL SHEATHING PANELS SHALL RUN PARALLEL TO STUDS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. 5.SEE SHEARWALL SCHEDULE FOR NAILING REQUIREMENTS AT PANEL EDGES. 6.VERTICAL JOINTS OF SHEATHING PANELS SHALL BE STAGGERED. 7.NO OPENINGS IN SHEAR WALL PANELS ARE ALLOWED UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL PLANS. 8.NOTIFY ENGINEER OF RECORD IF B/D MORE THAN 2. 6 TYPICAL SHEARWALL FRAMING SCALE: 1/2"=1'-0" EXTEND SHEARWALL SHEATHING PER SECTIONS & DETAILS. STAGGER ALL JOINTS PROVIDE BLOCKING AT UNSUPPORTED EDGES PER SHEARWALL SCHEDULE SILL PLATE WITH ANCHOR BOLT PER SHEAR WALL SCHEDULE EDGE NAILING (E.N.) FEILD NAILING (F.N.) 12"x12" MAX. OPENING (PROVIDE BLOCKING AT ALL EDGES AND E.N. ALL AROUND) BLOCKING MEMBER TO MATCH STUD SIZE TYPICAL (SEE DETAIL "C" FOR OPENING 6"x6" & SMALLER) EDGE NAILING (E.N.) ALONG ALL SIDE OF OPENING E.N. AT SILL PLATE TYPICAL SHEARWALL LENGTH EDGE NAILING (E.N.) TO DOUBLE TOP PLATE HEADER PER PLAN OR HEADER SCHEDULE, TYP. SH E A R W A L L H E I G H T , " H " "A " "B " B: TYPICAL SHEARWALLA: TYPICAL PERFORATED SHEARWALL SHEARWALL LENGTH D" SHORT SIDE 24" MIN.OPENING "D" LONG SIDE 24" MIN. EDGE OF SHEARWALL SHEATHING AT EXTERIOR CONDITION "CS16" STRAP (LENGTH =WIDTH OF OPENING+24" EACH SIDE) ON 3x BLOCKING TOP AND BOTTOM OF OPENING CENTER ON OPENING, U.O.N. PROVIDE DOUBLE KING STUDS EACH SIDE & E.N. FULL HEIGHT 1'-4" MIN. HOLDOWN PER PLAN TYPICAL CRIPPLE STUD PER TYPICAL DETAIL HOLDOWN POST PER PLAN OR SCHEDULE, TYP. 24" MIN.24" MIN. 1' - 0 " 1' - 0 " E. N . A T S T U D E A C H SI D E O F O P E N I N G 6"x6" OPENING OR LESS IN SHEAR WALL SHEATHING C: DETAIL STUDS EACH SIDE RE M O D E L 56 0 3 H I G H L A N D SA N T A A N A , C A SHEET NUMBER DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN CONSENT OF DELLA STRUCTURAL. PR O J E C T : SHEET TITLE DATEPROJECT STATUS ENGINEER OF RECORD DECEMBER 2025PERMIT SUBMITTAL MARCH 2025PLAN CHECK 1 L RO Exp. 06-30-26 S IVISTTACEOF IFAL IG RE C L No. 91229 REET D SPRFOE AOINS IG NAI ER EN ENNARTALLED de l l a @ d e l l a i n c o r p o r a t e d . c o m 51 0 . 3 2 2 . 0 7 3 5 S400 DETAILS ROOF RAFTER PER PLAN w/ (4) 10d TOENAIL TO LEDGER RIDGE BOARD PER PLAN E.N. STRAP PER PLAN 1 ROOF FRAMING AT RIDGE BOARD SCALE: 1"=1'-0" 2 FRAMING AT ROOF RAFTERS SCALE: 1"=1'-0" 2x FASCIA w/ (2) 16d NAILS AT EACH RAFTER ROOF SHTG w/ E.N. PER PLAN E.N. 2x BLKG SNUG TIGHT BETWEEN RAFTERS "A35" CLIP AT SPACING PER SHEAR WALL SCHEDULE. PROVIDE SPACING AT 16"o.c. WHERE NO SHEAR WALL OCCURS PLATELINE H2.5A AT EA. ROOF JOIST ROOF SHTG w/ E.N. PER PLAN B.N. FLAT NAILER W/ (4) 8d TO EACH RAFTER TRIM NAILER, AS REQ'D CALIFORNIA FRAMING RAFTERS W/ (3) 8d TOENAIL (TYP.) 4 CALIFORNIA FRAMING SCALE: 1"=1'-0" BEAM PER PLAN 2x FASCIA 2x4 OUTRIGGER w/ (3) 16d TOENAIL TO ROOF JOIST @16"o.c. "A35" CLIP AT SPACING PER SHEAR WALL SCHEDULE. PROVIDE SPACING AT 16"o.c. WHERE NO SHEAR WALL OCCURS E.N. BEAM PER PLAN CEILING JOIST PER PLAN 2x BLOCKING @24"o.c. CRIPPLE STUD WALL 1/2" PLYWOOD SHEATHING w/ 16d NAILS @6"o.c. E.N. SILL PLATE PER SHEARWALL SHEDULE 3 FRAMING AT ROOF RAFTERS SCALE: 1"=1'-0" 5 ROOF FRAMING AT SHEAR WALL SCALE: 1"=1'-0" SHEATHING w/ E.N. PER PLAN (E) TRUSS PER PLAN "A35" CLIP AT SPACING PER SHEAR WALL SCHEDULE (E) SHEATHING PER PLAN (E) CEILING/FLOOR JOIST AT 16" O.C. PROVIDE 2X BLOCKING AT 48" O.C. BETWEEN C.J. FOR PARALLEL CONDITION 6 NON-BEARING WALL TO (E) SLAB N.T.S SIMPSON STC CLIP NON-BEARING WALL 7 ROOF FRAMING AT EXTERIOR WALL SCALE: 1"=1'-0" 2x FASCIA SHEAR WALL PER PLAN 2x4 OUTRIGGER w/ (3) 16d TOENAIL TO ROOF JOIST @16"o.c. "A35" CLIP AT SPACING PER SHEAR WALL SCHEDULEE.N. BALLOON FRAME AT CONTRACTOR OPTION. "A35" CLIP AT SPACING PER SHEAR WALL SCHEDULE CMSTC16 STRAP AT HOLDOWN POST AT ATTIC 8 RECESSED BEAM SCALE: 1"=1'-0" DOUBLE TOP PLATE STRAP PER PLAN TRIMMER TYP. POST PER PLAN ECCQ COLUMN CAP PER PLAN STUD TYP. RECESSED BEAM/HEADER PER PLAN RE M O D E L 56 0 3 H I G H L A N D SA N T A A N A , C A SHEET NUMBER DESIGNED PLANS, DOCUMENTS, AND SPECIFICATIONS REPRESENTED WITHIN THESE DRAWINGS ARE PROPERTIES OF DELLA STRUCTURAL AND WERE DEVELOPED FOR USE IN CONNECTION WITH EACH INDIVIDUAL PROJECT. NONE OF THESE PLANS AND IDEAS SHALL BE USED, DUPLICATED, DISCLOSED, IN PART OR IN WHOLE, WITHOUT WRITTEN CONSENT OF DELLA STRUCTURAL. PR O J E C T : SHEET TITLE DATEPROJECT STATUS ENGINEER OF RECORD DECEMBER 2025PERMIT SUBMITTAL MARCH 2025PLAN CHECK 1 L RO Exp. 06-30-26 S IVISTTACEOF IFAL IG RE C L No. 91229 REET D SPRFOE AOINS IG NAI ER EN ENNARTALLED de l l a @ d e l l a i n c o r p o r a t e d . c o m 51 0 . 3 2 2 . 0 7 3 5 S401 DETAILS DELTA CONSTRUCTION CO. SHEET NUMBER G1 GREEN BUILDING STANDARDS PG1 DELTA CONSTRUCTION CO. SHEET NUMBER G1 GREEN BUILDING STANDARDS PG1 DELTA CONSTRUCTION CO. SHEET NUMBER G2 GREEN BUILDING STANDARDS PG2 DELTA CONSTRUCTION CO. SHEET NUMBER G2 GREEN BUILDING STANDARDS PG2 T-24-1T-24-1 Addition 5603 W Highland St Santa Ana, Ca 92704 T-24-2 Pages from 17-001-1-1.jpg Pages from 17-001-1-1.jpg Addition 5603 W Highland St Santa Ana, Ca 92704 T-24-3 2022 Single-Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: § 110.6(a)5: § 110.6(b): § 110.7: § 110.8(a): § 110.8(g): § 110.8(i): § 110.8(j): § 150.0(a): § 150.0(b): § 150.0(c): § 150.0(d): § 150.0(f): § 150.0(g)1: § 150.0(g)2: § 150.0(q): Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. * Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d). Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) § 150.0(e)1: § 150.0(e)2: § 150.0(e)3: Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. * Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. * Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: § 110.2(a): § 110.2(b): § 110.2(c): § 110.3(c)3: § 110.3(c)6: 5/6/22 Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the California Energy Commission. * HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. * Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. * Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 2022 Single-Family Residential Mandatory Requirements Summary § 110.5: § 150.0(h)1: § 150.0(h)3A: § 150.0(h)3B: § 150.0(j)1: § 150.0(j)2: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters. * Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in § 609.11 of the California Plumbing Code. * Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. § 150.0(n)1: § 150.0(n)3: Ducts and Fans: § 110.8(d)3: Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2” higher than the base of the water heater Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be compressed. * § 150.0(m)2: § 150.0(m)3: § 150.0(m)7: § 150.0(m)8: § 150.0(m)9: § 150.0(m)10: § 150.0(m)11: § 150.0(m)12: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating. Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. * 5/6/22 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: § 150.0(o)1B: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C. § 150.0(o)1C: § 150.0(o)1G: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §150.0(o)1Gvi. * § 150.0(o)1H&I: Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. § 150.0(o)2: Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1G Pool and Spa Systems and Equipment: § 110.4(a): § 110.4(b)1: § 110.4(b)2: § 110.4(b)3: § 110.5: § 150.0(p): Lighting: § 110.9: § 150.0(k)1A: § 150.0(k)1B: § 150.0(k)1C: § 150.0(k)1D: § 150.0(k)1E: § 150.0(k)1F: 5/6/22 Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating. * Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves. * Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9. * Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k). * § 150.0(k)1G: § 150.0(k)1H: § 150.0(k)1I: § 150.0(k)2A: § 150.0(k)2B: § 150.0(k)2A: § 150.0(k)2B: § 150.0(k)2C: § 150.0(k)2D: § 150.0(k)2E: § 150.0(k)2F: § 150.0(k)2K: § 150.0(k)3A: § 150.0(k)4: § 150.0(k)5: Solar Readiness: § 110.10(a)1: 2022 Single-Family Residential Mandatory Requirements Summary Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. * Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off. * Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with § 150.0(k). Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A. Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). §110.10(b)1A: § 110.10(b)2: § 110.10(b)3A: § 110.10(b)3B: § 110.10(b)4: § 110.10(c): § 110.10(d): § 110.10(e)1: § 110.10(e)2: Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. * Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. * Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system. Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be provided to the occupant. Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 5/6/22 2022 Single-Family Residential Mandatory Requirements Summary Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ of the main panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source. Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” *Exceptions may apply. Addition 5603 W Highland St Santa Ana, Ca 92704 BUILDING ENERGY ANALYSIS REPORT PROJECT: Project Designer: Report Prepared by: Job Number: Date: The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC – www.energysoft.com. Addition 7755 Center Ave 10772 Capitol Ave # 7K Garden Grove , Ca 92843 Delta Construction Design 4 Building Robert Gonzales 714-987-0787 Santa Ana, Ca 92704 12/10/2024 24-1134 Huntington Beach , Ca 92647 562-981-4890 5603 W Highland St, CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 GENERAL INFORMATION 01 Project Name 5603 W Highland St, 02 Run Title Title 24 Analysis 03 Project Location 5603 W Highland St, 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92704 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)180 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2)120 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)1404 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1524 19 Glazing Percentage (%)9.71% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 Building does not require field testing or HERS verification 03 This building incorporates one or more Special Features shown below CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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 27.56 0 27.15 0 0.41 Space Cooling 0 75.9 0 75.96 0 -0.06 IAQ Ventilation 0 0 0 0 0 0 Water Heating 0 32.45 0 32.45 0 0 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 135.91 0 135.56 0 0.35 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 7.06 0 7.06 Appl. & Cooking 0 23.74 0 23.74 Plug Loads 0 36.58 0 36.58 Outdoor Lighting 0 1.67 0 1.67 TOTAL COMPLIANCE 0 204.96 0 204.61 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 31.23 31.14 0.09 0.29 Net EUI2 31.23 31.14 0.09 0.29 Notes     1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.     2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck 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 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 5603 W Highland St,1524 1 3 2 0 1 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 Zone 1 Conditioned HVAC System1 1404 8 DHW Sys 1 Existing Unchanged Addition Conditioned HVAC System1 120 8 DHW Sys 1 New CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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 Zone 1 Default Wall Prior-1978 180 Front 400 53 90 none Existing No Left Wall Zone 1 Default Wall Prior-1978 270 Left 392 0 90 none Existing No Rear Wall Zone 1 Default Wall Prior-1978 0 Back 400 68 90 none Existing No Right Wall Zone 1 Default Wall Prior-1978 90 Right 392 28 90 none Existing No (N) Front Wall Addition (N) R-15 Wall 180 Front 120 20 90 Extension New n/a (N) Left Wall Addition (N) R-15 Wall 270 Left 32 0 90 Ex. w/ Siding New n/a Interior Surface Addition>>Zone 1 Default Wall Prior-19781 n/a n/a 112 0 n/a New No Interior Surface 2 Addition>>Zone 1 Default Wall Prior-19781 n/a n/a 32 0 n/a New No Roof Zone 1 Default Roof Prior-1978 n/a n/a 1404 n/a n/a Existing No (N) Roof Addition (N) R-30 Roof Attic n/a n/a 112 n/a n/a New n/a 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 Zone 1 Attic RoofZone 1 Ventilated 4 0.1 0.85 No No Existing No Attic Addition Attic RoofAddition Ventilated 4 0.1 0.85 No No New n/a CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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 Windows Window Front Wall Front 180 1 32 1.19 Table 110.6-A 0.83 Table 110.6-B Bug Screen Existing No Windows 2 Window Rear Wall Back 0 1 28 1.19 Table 110.6-A 0.83 Table 110.6-B Bug Screen Existing No Glass Doors Window Rear Wall Back 0 1 40 1.19 Table 110.6-A 0.83 Table 110.6-B Bug Screen Existing No Windows 3 Window Right Wall Right 90 1 28 1.19 Table 110.6-A 0.83 Table 110.6-B Bug Screen Existing No (N) Window Window (N) Front Wall Front 180 1 20 0.3 NFRC 0.23 NFRC Bug Screen New NA OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2)U-factor Status Verified Existing Condition Door Front Wall 21 0.5 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 Zone 1 1404 198 none 0 80%No Existing No (N) Slab-on-Grade Addition 112 14 none 0 80%No New n/a CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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 Default Wall Prior-1978 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 (N) 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-19781 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 RoofZone 1 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 RoofAddition Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. Default Roof Prior-1978 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 (N) R-30 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x6 @ 16 in. O. C.R-30 None / None 0.032 Over Ceiling Joists: R-15.7 insul. Cavity / Frame: R-14.3 / 2x6 Inside Finish: Gypsum Board CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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)Existing No 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 Small Storage 1 50 EF 0.63 Btu/Hr 75000 0 80 n/a Existing No 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 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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 HVAC System1 Heating and cooling system other Heating Component 1 1 Cooling Component 1 1 HVAC Fan 1 Air Distribution System 1 n/a Existing No HVAC - HEATING UNIT TYPES 01 02 03 04 05 Name System Type Number of Units Heating Efficiency Heating Unit Brand Heating Component 1 Central gas furnace 1 AFUE - 80 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 1 Central split AC 1 EER/SEER 11.7 14 Not Zonal Single Speed Cooling Component 1-hers-cool CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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 Existing (not specified) Air Distribution System 1-hers-dist Existing No n/a HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Not Required 0 PROJECT NOTES CF1R's That do not require HERS verification are not required to be registered to a HERS provider CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:5603 W Highland St,Calculation Date/Time:2024-12-10T19:06:47-08:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:24-1134.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: 2024-12-10   19:07:07 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:   Robert Gonzales Design 4 Building 7755 Center Ave Huntington Beach , Ca 92647 562-981-4890 12/10/2024 David Tran Delta Construction 10772 Capitol Ave # 7K Garden Grove , Ca 92843 714-987-0787 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type  Single Family  Addition Alone Date  Multi Family  Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Existing 1,404 Page 12 of 14 12/10/2024 none 9.7% Existing Perim = 198' Addition Wall Wood Framed Attic Slab R 15 Unheated Slab-on-Grade none none 4 N/A 120 148 Attic CA Climate Zone 08 - no insulation - Front (S) 68.0 Right (E) 0.300 28.0 1.190 0.83 Existing 1 Existing 4 HVAC System Ducted Wall Opaque Door Wall - no insulation - Wood Framed - no insulation - 1,404 - no insulation - Existing Existing 1.190 0.83 1,524 N/A Existing Existing - no insulation - Ducted 14.0 SEER 21 Existing 347 Wall Wood Framed none none 1 none Gas Central Furnace Rear (N) Front (S)32.0 6.0 392 Existing New Door Wood Framed Wall R 11 Wood Framed 5603 W Highland St, Santa Ana 100 364 N/A New 80% AFUE 0.30 Split Air Conditioner User Number: 20180 none20.0 1.190 0.23 none 0.83 N/A Setback Existing Existing Roof ID: 24-1134 - no insulation - Wood Framed EnergyPro 9.3 by EnergySoft 332 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type  Single Family  Addition Alone Date  Multi Family  Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status New Page 13 of 14 12/10/2024 9.7% Addition 4 120 148 CA Climate Zone 08 - no insulation - New 1 4 Demising Unheated Slab-on-Grade Roof - no insulation - Wood Framed Attic R 30 1,524 - no insulation -112 Existing 32 Demising Wood Framed 112 New Slab Wall Wood Framed 5603 W Highland St, Santa Ana 32 0.30 User Number: 20180 Existing ID: 24-1134 R 15 Wood Framed Perim = 14' EnergyPro 9.3 by EnergySoft 112 Add=R-19.0 Issue: Title: Address: Permit remodel 5603 Highland Santa Ana, CA Design criteria Project:Date:12/18/24 Job No:Engineer: DESIGN LOAD CRITERIA: Roof Typ. Roof Weight Material Roofing:5.00 psf ¼" Asphalt Shingles Sheathing:1.50 psf ½" Framing 2.40 psf 2x10@16"o.c. Insulation:1.00 psf Batt Ceiling:5.00 psf ⅝" Gyp. + 2x8 @16"o.c. Solar Panel Misc:1.00 psf Slope Factor:1.05 4:12 With Slope Factor→Seismic DL =17 psf Without Slope Factor→Dead Load =16 psf Live Load =20 psf (Roof) Floor Flooring: Sheathing: Framing Insulation: Ceiling: Misc: Walls Ext. Wall Weight Material Siding:10.00 psf ⅞" Stucco Sheathing:1.50 psf ½" Framing 1.00 psf 2x4@16"o.c. Insulation:1.00 psf Batt Gyp:2.50 psf 5/8" Gyp. Misc:1.00 psf Dead Load =17 psf gravity design Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Roof Joist (RR1) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0120, Lr = 0.020 ksf, Tributary Width = 1.330 ft, (Roof Load) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.719: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 7.375 ft 42.02 psi= = 1,552.50 psi 2x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 2x8 Maximum Shear Stress Ratio 0.187 : 1 0.000 ft= = 1,115.50 psi Maximum Deflection 0 <360 280 Ratio =0 <180 Max Downward Transient Deflection 0.374 in 473Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.631 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 14.750 ft 1 0.407 0.106 0.90 1.200 1.151.00 1.00 0.50 454.9 1,117.8 0.12 162.01.00 17.11.00 1.00+D+Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 14.750 ft 1 0.719 0.187 1.25 1.200 1.151.00 1.00 1.22 1,115.5 1,552.5 0.30 225.01.00 42.01.00 1.00+D+0.750Lr 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 14.750 ft 1 0.612 0.159 1.25 1.200 1.151.00 1.00 1.04 950.4 1,552.5 0.26 225.01.00 35.81.00 1.00+0.60D 1.200 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 14.750 ft 1 0.137 0.036 1.60 1.200 1.151.00 1.00 0.30 272.9 1,987.2 0.07 288.01.00 10.31.00 . Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Roof Joist (RR1) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.6313 7.429 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.331 0.331 Max Upward from Load Combinations 0.331 0.331 Max Upward from Load Cases 0.196 0.196 D Only 0.135 0.135 +D+Lr 0.331 0.331 +D+0.750Lr 0.282 0.282 +0.60D 0.081 0.081 Lr Only 0.196 0.196 Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Roof Beam (RB1) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,350.0 1,350.0 925.0 625.0 1,600.0 580.0 170.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0160, Lr = 0.020 ksf, Tributary Width = 16.0 ft, (Roof Load) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.846: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.750 ft 107.48 psi= = 1,856.25 psi 4x12Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 212.50 psi== Section used for this span 4x12 Maximum Shear Stress Ratio 0.506 : 1 0.000 ft= = 1,570.63 psi Maximum Deflection 0 <360 396 Ratio =0 <180 Max Downward Transient Deflection 0.191 in 723Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.348 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 11.50 ft 1 0.532 0.318 0.90 1.100 1.001.00 1.00 4.37 710.8 1,336.5 1.28 153.01.00 48.61.00 1.00+D+Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 11.50 ft 1 0.846 0.506 1.25 1.100 1.001.00 1.00 9.66 1,570.6 1,856.3 2.82 212.51.00 107.51.00 1.00+D+0.750Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 11.50 ft 1 0.730 0.437 1.25 1.100 1.001.00 1.00 8.34 1,355.7 1,856.3 2.44 212.51.00 92.81.00 1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 11.50 ft 1 0.179 0.107 1.60 1.100 1.001.00 1.00 2.62 426.5 2,376.0 0.77 272.01.00 29.21.00 . Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Roof Beam (RB1) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.3482 5.792 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 3.361 3.361 Max Upward from Load Combinations 3.361 3.361 Max Upward from Load Cases 1.840 1.840 D Only 1.521 1.521 +D+Lr 3.361 3.361 +D+0.750Lr 2.901 2.901 +0.60D 0.913 0.913 Lr Only 1.840 1.840 Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Roof Beam (RB2) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,350.0 1,350.0 925.0 625.0 1,600.0 580.0 170.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0160, Lr = 0.020 ksf, Tributary Width = 4.0 ft, (Roof Load) Uniform Load : D = 0.0170 ksf, Tributary Width = 3.0 ft, (Exterior wall) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.501: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 7.500 ft 50.94 psi= = 1,856.25 psi 4x12Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 212.50 psi== Section used for this span 4x12 Maximum Shear Stress Ratio 0.240 : 1 14.069 ft= = 930.44 psi Maximum Deflection 0 <360 512 Ratio =0 <180 Max Downward Transient Deflection 0.138 in 1304Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.351 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 15.0 ft 1 0.423 0.202 0.90 1.100 1.001.00 1.00 3.47 564.7 1,336.5 0.81 153.01.00 30.91.00 1.00+D+Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 15.0 ft 1 0.501 0.240 1.25 1.100 1.001.00 1.00 5.72 930.4 1,856.3 1.34 212.51.00 50.91.00 1.00+D+0.750Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 15.0 ft 1 0.452 0.216 1.25 1.100 1.001.00 1.00 5.16 839.0 1,856.3 1.21 212.51.00 45.91.00 1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 15.0 ft 1 0.143 0.068 1.60 1.100 1.001.00 1.00 2.08 338.8 2,376.0 0.49 272.01.00 18.51.00 . Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Roof Beam (RB2) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.3510 7.555 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 1.527 1.527 Max Upward from Load Combinations 1.527 1.527 Max Upward from Load Cases 0.927 0.927 D Only 0.927 0.927 +D+Lr 1.527 1.527 +D+0.750Lr 1.377 1.377 +0.60D 0.556 0.556 Lr Only 0.600 0.600 Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Header (HDR1) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 1,350.0 1,350.0 925.0 625.0 1,600.0 580.0 170.0 675.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.0160, Lr = 0.020 ksf, Tributary Width = 18.0 ft, (Roof Load) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.364: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 2.500 ft 73.31 psi= = 2,193.75 psi 4x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 212.50 psi== Section used for this span 4x8 Maximum Shear Stress Ratio 0.345 : 1 0.000 ft= = 799.25 psi Maximum Deflection 0 <360 1154 Ratio =0 <180 Max Downward Transient Deflection 0.029 in 2095Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.052 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 5.0 ft 1 0.227 0.215 0.90 1.300 1.001.00 1.00 0.92 359.0 1,579.5 0.56 153.01.00 32.91.00 1.00+D+Lr 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.0 ft 1 0.364 0.345 1.25 1.300 1.001.00 1.00 2.04 799.3 2,193.8 1.24 212.51.00 73.31.00 1.00+D+0.750Lr 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.0 ft 1 0.314 0.297 1.25 1.300 1.001.00 1.00 1.76 689.2 2,193.8 1.07 212.51.00 63.21.00 1.00+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 5.0 ft 1 0.077 0.073 1.60 1.300 1.001.00 1.00 0.55 215.4 2,808.0 0.33 272.01.00 19.81.00 . Wood Beam LIC# : KW-06015195, Build:20.24.02.03 TA Structural (c) ENERCALC INC 1983-2023 DESCRIPTION:Header (HDR1) Project File: 5603 Highland.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.0520 2.518 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 1.634 1.634 Max Upward from Load Combinations 1.634 1.634 Max Upward from Load Cases 0.900 0.900 D Only 0.734 0.734 +D+Lr 1.634 1.634 +D+0.750Lr 1.409 1.409 +0.60D 0.440 0.440 Lr Only 0.900 0.900 lateral design 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. 5603 W Highland St, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7377736, -117.9422455 Date 19/12/2024, 00:33:06 Design Code Reference Document ASCE7-16 Risk Category II Site Class D - Default (See Section 11.4.3) Type Value Description SS 1.338 MCER ground motion. (for 0.2 second period) S1 0.478 MCER ground motion. (for 1.0s period) SMS 1.605 Site-modified spectral acceleration value SM1 null -See Section 11.4.8 Site-modified spectral acceleration value SDS 1.07 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 0.573 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.688 Site modified peak ground acceleration TL 8 Long-period transition period in seconds SsRT 1.338 Probabilistic risk-targeted ground motion. (0.2 second) SsUH 1.456 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration SsD 1.939 Factored deterministic acceleration value. (0.2 second) S1RT 0.478 Probabilistic risk-targeted ground motion. (1.0 second) S1UH 0.519 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration. S1D 0.672 Factored deterministic acceleration value. (1.0 second) PGAd 0.796 Factored deterministic acceleration value. (Peak Ground Acceleration) 00:33 19/12/24 U.S. Seismic Design Maps https://www.seismicmaps.org 1/3 Project:Date:12/18/24 Job No:Engineer: SEISMIC DESIGN LOADS ELFP - Design Coefficients and Factors: Risk Category:II ASCE 7-16 Table 1.5-1 Importance Factor, Ie:1.00 ASCE 7-16 Table 1.5-2 Site Class:D Per Soils Report or Default Value Governing Seismic Design Category:D ASCE 7-16 Sec 11.6 Short Period,Ss:1.34 Per Soils Report or USGS Site Coefficient, Fa:1.20 Per Soils Report or USGS Maximum Considered Earthquake, SMS:1.61 ASCE 7-16 Eq 11.4-1 Design Short Period Acceleration, SDS:1.07 ASCE 7-16 Eq 11.4-3 Seismic Design Category based on SDS:D ASCE 7-16 Sec 11.6 One Second Period, S1 :0.48 Per Soils Report or USGS Site Coefficient, Fv:1.52 Per Soils Report or USGS Maximum Considered Earthquake, SM1 :0.73 ASCE 7-16 Eq 11.4-2 Design One Second Period Acceleration, SD1 :0.49 ASCE 7-16 Eq 11.4-4 Seismic Design Category based on SD1 :D ASCE 7-16 Sec 11.6 hn (ft):15.5 Max Height Above Grade TL:8 Per USGS or ASCE 7-16 Fig 22-14 through 22-17 Allowable Drift Ratio, Da 0.025 ASCE 7-16 Table 12.12-1 ρ:1.3 ASCE 7-16 Sec 12.3.4 R Ω Cd Ta Cs Min Cs Max Cs Governing Cs 6.5 3 4 0.16 0.165 0.047 0.478 0.165 References: R, Ω, and Cd per ASCE 7-16 Table 12.2-1; Ta ASCE 7-10 Eq 12.8-7 Lateral System Wood SW Project:Date:12/18/24 Job No:Engineer: SEISMIC DESIGN LOADS ELFP - Base Shear Calculation: Typ. Roof Ext. Wall Int. Wall* 17 psf 17 psf 10 psf T.A. (ft2 )2,662 820 2,662 Weight (lbs)45,254 13,940 13,310 *Interior partition wall weight projected over diaphragm area Total Seismic Base Shear, V (lbs):11,940 lbs *Seismic Base Shear calculated using Wood Shear Wall Design Coefficients and Factors SEISMIC DESIGN LOADS ELFP - Vertical Distribution of Seismic Force: Level wx (lbs) hx (ft) wx*hxk Cvx Fx (lbs) Ex (psf) ROOF 72,504 12.0 870,048 1.00 11,940 4.49 Total:72,504 11,940 (Building Wt)(Base Shear) Diaphragm Force Fpx (lbs) Min Fpx (lbs)Max Fpx (lbs) Epx (psf) 11,940 15,522 31,043 5.83 Diaphragm Force Story Force WallsFloor Tributary Weights ROOF Roof Project:Date:12/18/24 Job No:Engineer: SEISMIC DESIGN @ ROOF Horizontal Distribution of Seismic Force: ROOF Line of Resistance Lat Force, QE Fx x TA Height (ft) A 482 2,162 lbs 16.00 8 Line of Resistance Lat Force, QE Fx x TA Height (ft) Seismic Tributary Areas, TA (ft 2 ) Panel Lengths, L (ft) Panel Lengths, L (ft) Seismic Tributary Areas, TA (ft 2 ) Project:Date:12/18/24 Date:12/18/24 Job No:Engineer:Engineer: SEISMIC DESIGN @ ROOF Shearwall Design:Design Method:ASD Sheathing Type:Struct. 1 Line of Resistance Unit Shear, νASD (QE x 0.7 r)/SL Type Uplift (lbs)Holdown Net Uplift (lbs)Holdown Holdown DCR Shared with lines… Combined Uplifts (lbs)Holdown A 123 plf TYPE 6 1,052 HDU2 Line of Resistance Unit Shear, νASD (QE x 0.7 r)/SL Type Uplift (lbs)Holdown Net Uplift (lbs)Holdown Holdown DCR Shared with lines… Combined Uplifts (lbs)Holdown foundation design General Footing LIC# : KW-06015195, Build:20.22.1.12 TA Structural (c) ENERCALC INC 1983-2021 DESCRIPTION:typ. spread footing Project File: 39473 Sundale_FLR Framing_Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2018 General Information Material Properties Soil Design Values 1.50 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 2.50 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = Values 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 2.0 ft Length parallel to Z-Z Axis = 2.0 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 18.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 4 Number of Bars = 4 Bars parallel to Z-Z Axis Reinforcing Bar Size =4 Number of Bars =4 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 1.50 3.50 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = General Footing LIC# : KW-06015195, Build:20.22.1.12 TA Structural (c) ENERCALC INC 1983-2021 DESCRIPTION:typ. spread footing Project File: 39473 Sundale_FLR Framing_Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9787 Soil Bearing 1.468 ksf 1.50 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.03537 Z Flexure (+X)0.9250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS 0.03537 Z Flexure (-X)0.9250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS 0.03537 X Flexure (+Z)0.9250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS 0.03537 X Flexure (-Z)0.9250 k-ft/ft 26.153 k-ft/ft +1.20D+1.60L PASS n/a 1-way Shear (+X)0.0 psi 75.0 psi n/a PASS 0.0 1-way Shear (-X)0.0 psi 0.0 psi n/a PASS n/a 1-way Shear (+Z)0.0 psi 75.0 psi n/a PASS n/a 1-way Shear (-Z)0.0 psi 75.0 psi n/a PASS n/a 2-way Punching 5.062 psi 75.0 psi +1.20D+1.60L 86'(3$570(172)+20(/$1'6(&85,7< )HGHUDO(PHUJHQF\0DQDJHPHQW$JHQF\ 1DWLRQDO)ORRG,QVXUDQFH3URJUDP 20%1R ([SLUDWLRQ'DWH1RYHPEHU (/(9$7,21&(57,),&$7( ,PSRUWDQW)ROORZWKHLQVWUXFWLRQVRQSDJHV±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±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±3523(57<,1)250$7,21 $%XLOGLQJ2ZQHU V1DPH 'UNG THI DONG :+,*+/$1'67 6$17$$1$&DOLIRUQLD  /2775$&71200$31 5(6,'(17,$/  1  :  &,7<2)6$17$$1$ 25$1*(&DOLIRUQLD &- -   DVP7& 1$ (/(9$7,21&(57,),&$7(20%1R ([SLUDWLRQ'DWH1RYHPEHU ,03257$17,QWKHVHVSDFHVFRS\WKHFRUUHVSRQGLQJLQIRUPDWLRQIURP6HFWLRQ$)25,1685$1&(&203$1<86( )(0$)RUP   5HSODFHVDOOSUHYLRXVHGLWLRQV %XLOGLQJ6WUHHW$GGUHVV LQFOXGLQJ$SW8QLW6XLWHDQGRU%OGJ1R RU325RXWHDQG%R[1R &LW\6WDWH =,3&RGH 3ROLF\1XPEHU &RPSDQ\1$,&1XPEHU 6(&7,21&±%8,/',1*(/(9$7,21,1)250$7,21 6859(<5(48,5(' &%XLOGLQJHOHYDWLRQVDUHEDVHGRQ $QHZ(OHYDWLRQ&HUWLILFDWHZLOOEHUHTXLUHGZKHQFRQVWUXFWLRQRIWKHEXLOGLQJLVFRPSOHWH &RQVWUXFWLRQ'UDZLQJV %XLOGLQJ8QGHU&RQVWUXFWLRQ )LQLVKHG&RQVWUXFWLRQ &(OHYDWLRQV±=RQHV$±$$($+$ ZLWK%)( 9(9±99 ZLWK%)( $5$5$$5$($5$±$$5$+$5$2 &RPSOHWH,WHPV&D±KEHORZDFFRUGLQJWRWKHEXLOGLQJGLDJUDPVSHFLILHGLQ,WHP$,Q3XHUWR5LFRRQO\HQWHUPHWHUV %HQFKPDUN8WLOL]HG9HUWLFDO'DWXP ,QGLFDWHHOHYDWLRQGDWXPXVHGIRUWKHHOHYDWLRQVLQLWHPVD WKURXJKK EHORZ 1*9'1$9'2WKHU6RXUFH 'DWXPXVHGIRUEXLOGLQJHOHYDWLRQVPXVWEHWKHVDPHDVWKDWXVHGIRUWKH%)( &KHFNWKHPHDVXUHPHQWXVHG D 7RSRIERWWRPIORRU LQFOXGLQJEDVHPHQWFUDZOVSDFHRUHQFORVXUHIORRU IHHW PHWHUV E 7RSRIWKHQH[WKLJKHUIORRU F %RWWRPRIWKHORZHVWKRUL]RQWDOVWUXFWXUDOPHPEHU 9=RQHVRQO\ G $WWDFKHGJDUDJH WRSRIVODE H /RZHVWHOHYDWLRQRIPDFKLQHU\RUHTXLSPHQWVHUYLFLQJWKHEXLOGLQJ 'HVFULEHW\SHRIHTXLSPHQWDQGORFDWLRQLQ&RPPHQWV I /RZHVWDGMDFHQW ILQLVKHG JUDGHQH[WWREXLOGLQJ /$* J +LJKHVWDGMDFHQW ILQLVKHG JUDGHQH[WWREXLOGLQJ +$* K /RZHVWDGMDFHQWJUDGHDWORZHVWHOHYDWLRQRIGHFNRUVWDLUVLQFOXGLQJ VWUXFWXUDOVXSSRUW IHHW PHWHUV IHHW PHWHUV IHHW PHWHUV IHHW PHWHUV IHHW PHWHUV IHHW PHWHUV IHHW PHWHUV 6(&7,21'±6859(<25(1*,1((525$5&+,7(&7&(57,),&$7,21 7KLVFHUWLILFDWLRQLVWREHVLJQHGDQGVHDOHGE\DODQGVXUYH\RUHQJLQHHURUDUFKLWHFWDXWKRUL]HGE\ODZWRFHUWLI\HOHYDWLRQLQIRUPDWLRQ I certify that the information on this Certificate represents my best efforts to interpret the data available. 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of School Facility Fees FOR PERMIT ISSUANCE Developer/Applicant h Lt viaster ID: Date: Address S r t' Telephone Number o) y) Project Location J h f' (CS a �(7✓Z' Street Address City ZIP OFFICE USE n-` [,t1 QaI h � lem. School Int. School High School Thomas Map No. --------------------------------------1J 41 IL1-------------------------------------------------------------------- ----- Number of Square Feet � of Residential Space �ti X Total $ k" Number of Square Feet of Commercial and Industrial Space X Total $ The above representations as to square footage are true. Developer/Applicant agrees that if it is later determined that such representations are not true then this certificate shall automatically terminate and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 65995 and Education Code Section 17620 must do so within 90 days from the payment of the fee. Date Developer/Applicant Receipt of Payment This certifies that the above -named Developer/Applicant has paid school facility fees in compliance with Government Code Section 65995 and Education Code Section 17620. These fee have been received from Dollars $ Check No. Bank Superintendent Designee Garden Grove Unified School District (714) 663-6442 9703.69" (Rev. 6/14) Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PART I: PROJECT INFORMATION PROJECT ADDRESS 5603 W Highland St PROPERTY OWNER NAME Phuong Dong CITY OF SANTA ANA Planning and Building Agency BUILDING PERMIT SCHO L FEEJIftfKd FOR PERMIT ISSUANCE PROPERTY OWNER ADDRESS 5603 W Highland St SUITE # DESCRIPTION OF WORK TO BE DONE: Existing house addition Master ID: PHONE # : (714)200-8872 PART II: FEE DETERMINATION INFORMATION (TO BE COMPLETED BY CITY OF SANTA ANA STAFF) EXISTING/PROPOSED LAND USE: ■❑ RESIDENTIAL ❑ COMMERCIAL ❑ INDUSTRIAL ❑ OTHER TYPE OF CONSTRUCTION: []NEW ■❑ADDITION ❑OTHER PLAN CHECK NUMBER USE OF BUILDING AREA (SQ.FT.) 101122440 Residential - SFD 120 SCHOOL DISCTRICT: (APPLICANT MUST MAKE AN APPOINTMENT WITH THE SCHOOL DISTRICT TO PAY FEES.) ❑ Santa Ana Unified School District ❑ Tustin Unified School District Orange Unified School District 9 Garden Grove Unified School District APPROVED/PREPARED BY: Jon Lo 1601 E. Chestnut, Santa Ana, CA 714-480-5355 Developer_fees@sausd.us 300 South C Street, Tustin, CA 714-730-7301 Cbernal@tustin.kl2.ca.us 1401 N. Handy St. (Bldg. F), Orange, CA 714-628-5371 Cathys@orangeusd.org 11700 Knott Avenue, Garden Grove, CA 714-663-6442 Chy@ggusd.us TITLE: Assistant Plan Check Engineer DATE: 4/30/2025 School District fees are assessable in accordance with Government Code Section 65995. Established in January 1, 1987, Assembly Bill 2926 authorized school districts to levy developer fees for new residential, commercial and industrial construction. These fees apply to the expansion or rehabilitation of existing buildings and the construction of new buildings within the boundaries of the four school districts serving the City of Santa Ana. Although school districts are responsible for the collection of fees, the City of Santa Ana cannot issue building permits for devel- opments subject to school facilities fee requirements until the applicant demonstrates that the fees have been paid. N C) Q U Q UI Zz Q W Qo O Zw. I � U 0 -Z //�/ O VJ Z Q O ,_ it V Wpm O Y I a a2 _ , 1. • ;-----------t-----------�----' J '' •-1 CITY OF SANTA ANA Ptanntl tg-,and Building Agency ti S a _ Approve FOR PERMIT ISSUANCE i Master ID: Date: r--r--------- • e I l I j I i �Pa I w ay r 1 I 1 i ' I e . I v �• . I Ybb N 0 w 0 a X a as �E> 19 $ yy gg WI '��9i5d,.7Y: dS ii 1; 1 1 1 ' ' 1� 1 1 1 1 1 T x �y - 9 1 H e $$ Of 9 i 8 � 1 6 - III E �w�f5p Is o s` '�•Ee � $$ a gonna ©an®©oe®®®® alov00000■®aoaooa