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HomeMy WebLinkAbout1702 S Garnsey St & Unit #2 - PlanAREA COMPUTATION: EXISTING MAIN HOUSE EXISTING MAIN HOUSE FRONT PORCH EXISTING TWO-CAR GARAGE PROPOSED NEW DETACHED ADU TOTAL COVERED AREA: LOT SIZE: TOTAL COVERED AREA: TOTAL COVERED AREA PERCENTAGE: 1,313.00 SQ.FT. 135.00 SQ.FT. 380.00 SQ.FT. 408.00 SQ.FT. 2,236.00 SQ. FT 6,825.00 SQ FT 2,236.00/6,825.00 =.33 x 100 = 33% SCOPE OF WORK 1.PROPOSED NEW DETACHED ADU 2.RELOCATING THE 2'-6" GARAGE DOOR TO EAST WALL 3.LEGALIZATION OF UPGRADED WINDOWS ON EXISTING HOUSE 4.AS-BUILT COVERED PATIO TO BE LEGALIZED 5.PROPOSED NEW 5'-6" BLOCK WALL 6.CORNER PART OF THE EXISTING 5'-6" BLOCK WALL TO BE ALTERED TO 3' PER LEGAL REQUIREMENT 7.EXISTING ELECTRICAL METER TO BE UPGRADED TO 200 AMPS (100 AMPS FOR THE MAIN HOUSE AND 100 AMPS FOR THE ADU) REVISION DATE SCALE: 1761 THIRD ST. SUITE 102 NORCO, CA. 92860 OFFICE PH: (951) 407-1131 DATE PROJECT NO. DATE PROJECT: DESIGNER: SHEET No: DATE: DRAWN BY: OWNER: ADDRESS: A.P.N.: 1 2 3 DATE SHEET: NOTE: TITLE: CONTENT: 4 5 6 SHEET ELVIRA KENNEDY MARCH 17, 2025 A-1 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL PROJECT DATA A.P.N: YEAR BUILT: ZONING: DESIGNER: LEGAL DESCRIPTION: CITY: COUNTY: STATE: CONSTRUCTION TYPE: OCCUPANCY GROUP: NUMBER OF STORIES: FIRE SPRINKLERS: APPLICABLE CODES: 013-244-01 1953 SINGLE FAMILY RESIDENTIAL INNOVATION GROUP N TR 1888 LOT 72 SANTA ANA ORANGE COUNTY CA TYPE V-B R-1 ONE NO 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ENERGY CODE BUILDING SUMMARY SHEET INDEX A-1.COVER SHEET A-2.EXISTING SITE PLAN A-3.EXISTING HOUSE & GARAGE FLOOR PLAN A-4. MAIN HOUSE WINDOW PLAN A-5.EXISTING HOUSE & GARAGE ROOF PLAN A-6.EXISTING HOUSE ELEVATIONS A-7.EXISTING GARAGE ELEVATIONS A-8.NEW SITE PLAN A-9.COVERED PATIO FLOOR, ROOF & ELEVATIONS PLAN A-10.CONCRETE WALL FLOOR & ELEVATIONS PLAN A-11.NEW ADU FLOOR PLAN A-12. NEW ADU ROOF PLAN A-13.NEW ADU ELEVATION & SECTION PLAN SPEC-1.SPECIFICATION SHEET CG-1.CALL GREEN RESIDENTIAL REQUIREMENTS CG-2.CALL GREEN RESIDENTIAL REQUIREMENTS E-1.NEW ADU ELECTRICAL PLAN P-1.NEW ADU PLUMBING & WASTE PLAN S1.0.STRUCTURAL NOTES S1.1.TYPICAL NOTES S1.2.TYPICAL DETAILS S1.3.TYPICAL DETAILS S2.0.FOUNDATION PLAN S2.2.ROOF FRAMING PLAN S.3.0.FOUNDATION DETAILS S5.0.ROOF FRAMING DETAILS T-24.1.ENERGY CALCULATION PG1 T-24.2.ENERGY CALCULATION PG2 T-24.3.ENERGY CALCULATIONS PG3 GENERAL NOTES ·ALL EXISTING/PROPOSED IMPERVIOUS STORM WATER RUNOFF WILL BE ROUTED TO LANDSCAPE AREAS OR PLANTER BOXES PRIOR TO REACHING THE PUBLIC DRAIN SYSTEM ·THE EXISTING STRUCTURES MAY HAVE EXPERIENCED SETTLEMENT OR MOVEMENT OVER THE YEARS IN SERVICE WHICH MAY CREATE DISCREPANCIES IN FIELD MEASUREMENTS SHOWN ON PLANS. ·NO MAJOR ALTERATIONS SHALL BE MADE TO THE EXISTING GRADING. ALL GRADING SHALL SLOPE A MINIMUM 2% FROM THE NEW ADDITION. ·PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES AS REQUIRED BY LATEST EDITION OF CBC. ·CONTRACTOR OR HOMEOWNER SHALL CALL "DIGALERT" PRIOR TO ANY WORK ON SITE TO VERIFY THE LOCATION OF EXISTING UTILITIES ON SITE. ·IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO HAVE GRADING, COMPACTION, BACK FILLING, FOOTING AND UTILITY INSPECTIONS COMPLETED PRIOR TO BEGINNING THE NEXT PHASE OF CONSTRUCTION. ·SEPARATE PERMIT IS REQUIRED FOR EACH BUILDING OR STRUCTURE I.E. FENCE WALLS, RETAINING WALLS, TRASH ENCLOSURES, PLANTERS, SWIMMING POOLS/SPAS. ·THESE DRAWINGS AND LAYOUTS ARE NOT TO BE REPRODUCED OR COPIED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF INNOVATION GROUP. ·GAS METER WILL NOT BE INSTALLED. ALL APPLIANCES AND HVAC WILL BE ELECTRICAL ·MANDATORY SOLAR PV SYSTEM REQUIRED TO BE UNDER SEPARATE SUBMITTAL AND PERMIT ·THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND/OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT VICINITY MAP COVER CAMERON DE LA TORRE OWNER: IRMA & CAMERON DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 (323) 899-9345 BUILDING ENERGY ANALYSIS REPORT: TITLE-24 INNOVATION GROUP ADULFO KENNEDY 1761 THIRD ST. SUITE 102 NORCO, CA. 92860 (951) 536-5609 CONSULTANTS 31 4 ' - 0 " 56 4 ' - 0 " 458'-0" TRANSIT MAP 3/16" = 1'-0" NOTES ·MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION ·MINIMUM 1.72 (KW) PHOTOVOLTAIC SYSTEM WILL BE ISSUED PRIOR TO BUILDING FRAME INSPECTION REQUEST. Bldg #'s 101121988 & 101121989 APPROVALS: PLNG - C. Santana BLDG - G. Huang POLICE - B. Martin PUBLIC WORKS - B. Sarlak SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1131 CONCRETE WALL FLOOR & ELEVATION PLAN ELVIRA KENNEDY 1/4" = 1'-0" A-10 DECEMBER 4, 2024 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 (TYPICAL) ALL REBAR SPLICES 24" MIN. OVERLAP (TYPICAL) ONLY CELLS AND BOND BEAM COURSES WITH REBAR TO BE GROUTED (DO NOT SOLID GROUT ENTIRE WALL - USE GROUT STOP MESH AS APPROPPRIATE) (TYPICAL) ALL REBAR SHALL HAVE A MINIMUM OF 3" CONCRETE COVER AT FOOTINGS 5'-6" 12"10" 36" (FOOTING WIDTH) #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 8" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) LOCATE REBAR IN CENTER OF CELL FINISH GRADE (1) - #4 REBAR CONTINUOS REVERSE DIRECTION OF HOOK ON EVERY OTHER REBAR IRMA DE LA TORRE CAMERON DE LA TORRE 3 A-10 1 A-10 A-10 2 A-10 4 RIGHT ELEVATION1 RIGHT ELEVATION2 RIGHT ELEVATION4RIGHT ELEVATION3 EXISTING 5'-6" BLOCK WALL NEW 5'-6" CONCRETE WALL EXISTING OPENING WITH UPGRADED GATE TO MATCH NEW IRON FENCE OPENING FOR DOUBLE SWING IRON GATE TO MATCH FENCE EXISTING MAIN HOUSE LEGEND EXISTING 5'-6" CONCRETE WALL NEW 5'-6" CONCRETE WALL NEW 3' HEIGHT FOR EXISTING 5'-6" CONCRETE WALL EXISTING BLOCK WALL WITH NEW HEIGHT OF 3'-0" & NEW IRON FENCE 17 ' - 1 1 " 20'-7" 20 ' - 0 " 3'-0" 12"10" 36" (FOOTING WIDTH) #4 HORIZONTAL REBAR (USE BOND BEAM BLOCK) 6" OR 8" BLOCK #4 HORIZONTAL AT 32" MAX. O.C. (USE BOND BEAM BLOCK) LOCATE REBAR IN CENTER OF CELL FINISH GRADE (1) - #4 REBAR CONTINUOS REVERSE DIRECTION OF HOOK ON EVERY OTHER REBAR TOP VIEW CONCRETE WALL ISOMETRIC5 SECTION DETAIL 5'-6" WALL6 SECTION DETAIL 3' WALL7 A-11 5 A-10 6 A-10 7 A-10 5 A- 1 0 5 A- 1 0 7 EXISTING MAIN HOUSE EXISTING MAIN HOUSE EXISTING MAIN HOUSE LEGEND EXISTING 5'-6" CONCRETE WALL NEW 5'-6" CONCRETE WALL ALTERED 5'-6" CONCRETE WALL IN TO 3' CONCRETE WALL 5' - 8 " 5' - 8 " EXISTING 5'-6" BLOCK WALL EXISTING 5'-6" BLOCK WALL EXISTING 5'-6" BLOCK WALL 5' - 6 " 3' - 0 " 3' - 0 " 5' - 6 " NEW IRON FENCE NEW IRON GATE NEW IRON FENCE NEW IRON FENCE NEW IRON FENCE 7'-5"3'-1"7'-5" 5'-7"5'-7"5'-7" 1'-0"8" 1'-0" 8" 6' - 0 " 8' - 0 " 6' - 0 " 7' - 5 " 3' - 1 " 7' - 5 " 3' - 0 " EXISTING BLOCK WALL WITH NEW HEIGHT OF 3'-0" & NEW IRON FENCE ALTERED BLOCK WALL PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL 3 A-13 1 A-13 A-13 2 A-13 4 SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-11 ELVIRA KENNEDY 3/8" = 1'-0" FLOOR PLAN MARCH 17, 2025 FLOOR PLAN ST U C C O E X T E R I O R F I N I S H SLAB OR WOOD FRAME EXTERIOR WINDOW FLASHING DETAIL MIN. SIZE WINDOW 2. 24" MIN. CLEAR HEIGHT 3. 5.7 SF MIN. OPENABLE AREA 1. 20" MIN. CLEAR WIDTH 44 " M A X AREA 41 " C L E A R OPENABLE FLOOR LEVEL 4. 44" MAXIMUM FINISHED SILL HEIGHT ABOVE FINISH FLOOR EMERGENCY ESCAPE / EXIT WINDOW NOTES: ·ALL EXISTING/PROPOSED IMPERVIOUS STORM WATER RUNOFF WILL BE ROUTED TO LANDSCAPE AREAS OR PLANTER BOXES PRIOR TO REACHING THE PUBLIC DRAIN SYSTEM. ·SAFETY GLAZING (TEMPERED GLAZING) IS REQUIRED FOR THE FOLLOWING: A) WHERE THE GLAZING IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR. [CRC R308.4.2. ITHEM 1] B) WHERE THE GLAZING IS ON A WALL LESS THAN 180° FROM THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR. [CRC R308.4.2 ITEM 2] C) GLAZING LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR. [CRC R308.4.5] ·THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. ·THE SHARED WALL THE GARAGE AND THE DWELLING SHALL HAVE A, NOT LESS THAN, 1/2-INCH GYP BOARD OR EQUIVALENT APPLIED TO THE GARAGE SIDE. ·THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE ·THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVE FOR FUTURE EV CHARGING AS EV CAPABLE. THE RECEWAY TERMINATION LOCATION SHALL PERMANENT AND VISIBLY MARKED EV CAPABLE ·THE DOOR SEPARATING THE GARAGE AND THE DWELLING SHALL BE SELF CLOSING AND SELF LATCHING. CRC R302.5.1 ·BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24 IN. WIDTH SHALL BE 20 IN. MIN. AND BOTTOM OF THE CLEAR OPENING BE NO GREATER THAN 44 INCHES MEASURED FROM THE FLOOR ·THRESHOLDS SHALL COMPLY WITH THE FOLLOWING (R311.3.1) 1.3/4" INCHES MAX. AT SLIDING DOORS 2.1/2" INCHES MAX. FOR OTHER DOORS 3.THRESHOLDS > 1/4" INCHES SHALL BE BEVELED AT 1:2 4.7-3/4" INCHES MAX. THRESHOLD DROP FOR EXTERIOR DOORS THAT ARE NOT A COMPONENT OF A MEANS OF EGRESS AND DO NOT SWING OVER LANDING OR STEP ·WATER HEATING SYSTEM (WATER HEATER) - (SECTION 150.0(N)) SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLINGS SHALL DESIGNATE A SPACE AT LEAST 2.5 FEET BY 2.5 FEET WIDE AND 7 FEET TALL SUITABLE FOR FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER (HPWH) BY MEETING EITHER A OR B LISTED UNDER SECTION 150.0(N). A.IF THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER: i. A DEDICATED 125 VOLT, 20 AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH A 120/240 VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER. ii. ISOLATE BOTH ENDS OF THE UNUSED CONDUCTOR iii. A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER iv. A CONDENSATE DRAIN THAT ALLOWS NATURAL DRAINING OF THE WATER HEATER. B.IF THE DESIGNATED SPACE IS MORE THAN 3 FEET FROM THE WATER HEATER: SEE ADDITIONAL CODE REQUIREMENTS a.WHEN A SECOND WATER HEATER IS INSTALLED AS PART OF THE ADDITION SHALL COMPLY WITH SECTION (150.2(A)(D) ·AGING-IN-PLACE DESIGN & FALL PREVENTION - (R327) 1.REINFORCEMENT FOR GRAB BAR: AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF DWELLING SHALL COMPLY a. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. b. REINFORCEMENT SHALL NOT BE LESS THAN 2X8 INCHES NOMINAL LUMBER OR OTHER CONSTRUCTION MATERIAL PROVIDE EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES AND 39 1 4 INCHES ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING c. WATER CLOSET REINFORCEMENT SHALL BE INSTALL ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL d. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED e. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM 2.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHT: ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROL (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATION NO MORE THAN 48 INCHES MEASURE FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR 3. DOORBELL BUTTONS: DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOOR ELL BUTTON ASSEMBLY. WHERE DOOR BELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURE FROM THE TOP OF THE DOORBELL BUTTON OR CONTROLS. EXTERIOR DOOR FLASHING DETAIL STUCCO EXTERIOR FINISH WEATHER RESISTANT BARRIER EXTERIOR SHEATHING FACE FASTENER "Z" FLASHING GALVANIZED GAGE NO. 26 OPTIONAL SEALANT PREFERS NO SEALANT FOR VENTING PURPOSES "L: FLASHING GALVANIZED GAGE NO. 26 FACE FASTENER FRAMING MEMBER WRAP MEMBRANE DECK LEDGER BOARD DOOR THRESHOLD FLASHING GALVANIZED GAGE NO. 26. PREMIUM DUAL GUARD THRESHOLD SEALANT 25XL 4" CLEAR TO GRADE 2" CLEAR PAVED SURFACE EARTH STUCCO WEATHER-RESISTIVE BARRIER REQ. 2 LAYERS OF TYPE "D" PAPER OVER WOOD PANELING. TO LAP THE WEEP SCREED ATTACHMENT FLANGE WEEP SCREED 3-1/2" MIN. ATACHMENT FLANGE STUDS CONCRETE 1 DOOR TYPE DOORS SCHEDULE DOORS NO.SIZE (W X H) A NO SELF CLOSERCONDITION NEW THICKNESS COMMENTS MATERIALWINDOW NO.THINKNESS DUAL GLASS LOW E GLASSNEW4'-0" X 4'-0"SLIDING WINDOWS SCHEDULE SIZE (W X H)CONDITIONTYPE B C D E 2'-6" X 6'-8"NOS.C. DOOR1-3/8" 2'-0" X 6'-8"NOS.C. DOOR1-3/8" NO1-3/8" 8'-0" X 6'-8"NOS.C. DOOR1-3/8" 2 DUAL GLASS LOW E GLASSNEW 2'-0" X 4'-0" SLIDING 3'-0" X 8'-0"1-3/4"S.C. DOOR 2'-6" X 6'-8" NEW NEW NEW NEW LEGEND NEW WALL COUNT 1 1 1 1 1 COUNT 1 DUAL GLASS LOW E GLASSNEW 3'-0" X 2'-0"SLIDING 3 1 1 DBL SLIDING S.C. DOOR DUAL GLASS LOW E GLASSNEW 5'-0" X 6'-0" HUNG 4 3 BEDROOM 9'-0" CEILING BATHROOM 9'-0" CEILING KITCHEN 9'-0" CEILING LIVING ROOM 9'-0" CEILING 34 2 1 4 4 CLOSET 9'-0" CEILING A B C D E BIFOLD LOUVER 2' - 6 " 4' - 0 " 3' - 2 " 3' - 0 " 6' - 3 " 2' - 0 " 3' - 1 " 10 ' - 8 " 3' - 4 " 7' - 6 " 21 ' - 6 " 2' - 6 " 8' - 9 " 5' - 0 " 2' - 5 " 5' - 0 " 2' - 4 " 11 ' - 6 " 10'-0" 1'-6"3'-4"2'-8"2' - 0 " 2'-5"5'-0"5'-1"3'-0" 1'-6"10'-6"6'-6" 12K MINI SPLIT HOOD VENT OVER RANGE A-13 B A-13 B A-13 A A-13 A ATTIC ACCESS 30" X 30" 3'W x 4'L x 3"H LANDING PAD I HR. FIRE WALL DETAIL *THE GARAGE AND DWELLING UNIT MUST BE SEPARATE BY A VERTICAL WALL FROM THE SLAB THROUGH THE ATTIC TO THE ROOF SHEATHING WITH MINIMUM 5/8" GYPSUM BOARD TYPE X ON THE GARAGE SIDE. ONE HOUR FIRE WALL ·Use 3M 10.1 fl. oz. Fire-Barrier Caulk to guard against damage from fire, smoke and toxic gasses. ·This latex sealant withstands flames for up to 4 hours and expands when exposed to heat. Dries to red color, no mixing required. ·Excellent adhesion ·No-sag, non-halogen formula ·Paintable ·Protects against fire for up to 4 hours ·Expands when exposed to heat to protect against smoke and toxic gasses dries to the touch in 15 minutes ·Fire stop tested up to 4 hours in accordance with ASTM E 814 (UL 1479) and CAN/ULC S115 ·Fire resistance tested for static construction joint systems in accordance with ASTM E 1966 (UL 2079) ·Helps minimize sound transfer ·Re-enterable/repairable ·This product qualifies as an intumesce fire caulk WALL ASSEMBLY 1-1/4" MAX. THERMAFIBER SAFING INSULATION FIRECODE COMPOUND PENETRATION 1/4" MIN. NEW 5/8" DRYWALL TYPE X NEW ROXWOOL MINERAL WOOL INSULATION; R-15 EXISTING 2x4 WALL GARAGE INTERIOR NEW 15/32" APA RATED PLYWOOD NEW 5/8" DRYWALL TYPE X E IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 H DOOR H FROM SHEET A-2, NEW LOCATION 2'-6" NEW ADU 3' - 0 " COMMENTS TEMPERED CAMERON DE LA TORRE STACKED WASH & DRYER MINI SPLIT CONDENSER WITH 30"X30" CONCRETE PAD UNDERNEATH 6" W/ H NEW ELECTRICAL 100 AMPS SUB-PANEL NEW 40 GAL. HEAT PUMP WATER HEATER INSIDE ARCHITECTURAL COMPATIBLE ENCLOSURE , (SEE SPEC SHEET) WEEP SCREED DETAIL 8" EXISTING GARAGE PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-12 ELVIRA KENNEDY ROOF PLAN WWW.CERTAINTEED.COM -GABLE END ATTIC VENTS 12" X 14" 0 2.72 = SQ.FT 150 S.F. VENTILATION NEEDED = -EAVE BLOCKS 144 X 9.42 LINEAR FT. OF EAVE EACH BLOCK = 9.42" TOTAL VENTILLATION PROVIDED = SQ. FT. 3 0 0 X 100" 0 144 VENT 216 SQ. IN. AS PER AIR VENT INC. (CERTAINTEED CO.) 3.645 (3-2"DIA. HOLES) 0 408 0 0 S.F. = SQ.FT. VENTILATION PROVIDED S.F. OF VENTILATION REQUIRED ROOF SHINGLE NOTE: TYPE OF ROOF: ASPHALT SHINGLE MANUFACTURER: OWENS CORNING PRODUCT: OAKRIDGE ARCHITECTURAL COLOR: BROWN SOLAR REFLECTANCE: 0.18 THERMAL EMITTANCE: 0.90 SRI:16 CLASS "A", ICC-ESR 1475, DURATION PRODUCT LINE, OVER 1-LAYERS OF 30# ASTM D 226 TYPE I FELT PAPER MIN. UNDERLAYMENT TO BE INSTALLED IN COMPLIANCE WITH 2022 IRC SECTION R905.2.7. SOLAR PLANS WILL BE A DEFERRED SUBMITTAL 3/8" = 1'-0" MARCH 17, 2025LEGEND ADU ROOF PLAN ROOF WALL 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E NEW SHINGLED ROOF TO MATCH MAIN HOUSE SHINGLES NEW LOW PROFILE O'HAGIN ATTIC VENTS 27" X 28" (TYP) 3 A-13 1 A-13 A-13 2 A-13 4 A-13 B A-13 B A-13 A A-13 A IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 1'-0" 1' - 6 " 1'-6" EXISTING GARAGE NEW ADU PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL NOTE: 1.NO EAVE OR CORNICE VENTS. 2.PROTECT EAVES-IGNITION RESISTANT OR NON-COMBUSTIBLE 3.VENTS SHALL HAVE OPENINGS A MINIMUM OF 1/16" AND NO MORE THAN 1/8" (144" SQ. IN.) [CRC R327.6.2.(1)] 4.VALLEY FLASHING SHALL BE NOT LESS THAN 0.019-INCH (No. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36" WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF No. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. 1 HR. FIRE EAVE DETAIL ROOF RAFTERS NEW EAVE WILL BE COVER WITH 1" NEW STUCCO FOR 1 HR. FIRE WALL NEW EXTERIOR WALL WILL BE COVER WITH NEW 1" STUCCO FOR 1 HR. FIRE WALL 1HR. FIRE RATED EAVE ON SOUTH SIDE ONLY © 24" 24" 32" 4"5 1 / 2 " 3.6454= SQ.FT 4 144 X 131.22 - O'HAGIN ATTIC VENTS 24"X27", 1/8" (TYP) EACH VENT 99 SQ. IN. NET FREE AREA AS PER O'HAGGIN'S INDUSTRIES, MODEL FLAT 24" X 27", STANDARD 1/8" WIRE MESH. UPPER VENTS SHALL BE LOCATED NO MORE THAN 3' BELOW THE RIDGE. & ELEVATIONS RIDGE LEVEL 12'-10" WALL LEVEL 9'-00 FLOOR LEVEL 0-00 WINDOW LEVEL 8'-00 SECTIONS PLAN A 2 A TOTOTOTO 1 SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-13 ELVIRA KENNEDY 1/4" = 1'-0" MARCH 17, 2025 WEST ELEVATION3 A-A SECTIONA FRONT ELEVATION1 B-B SECTIONB RIGHT ELEVATION2 SOUTH ELEVATION4 3 2 1 44 4 3'W x 4'L x 3"H LANDING PAD GROUND ±0'-6" RIDGE LEVEL 12'-10" WALL LEVEL 9'-00 FLOOR LEVEL 0-00 WINDOW LEVEL 8'-00 GROUND ±0'-6" RIDGE LEVEL 12'-10" WALL LEVEL 9'-00 FLOOR LEVEL 0-00 WINDOW LEVEL 8'-00 GROUND ±0'-6" 4 12 4 12 3'W x 4'L x 3"H LANDING PAD EXTERIOR STUCCO WALL, FINISHED OVER GRADE D PAPER ONE HOUR FIRE WALL GARAGE OUTLINE SHINGLED ROOF NEW LOW PROFILE O'HAGIN ATTIC VENTS (TYP) CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB CONCRETE SLAB SHINGLED ROOF NEW LOW PROFILE O'HAGIN ATTIC VENTS (TYP) EXTERIOR STUCCO WALL, FINISHED OVER GRADE D PAPER NEW ELECTRICAL 40 GAL WATER HEATER 1'-6" 1'-0" 1'-0" 1'-6" 2x6 ROOF RAFTERS R-19INSULATION R-38 INSULATION 2x6 CEILING JOIST R-15 BATT INSULATION WOOD FRAME DBL TOP PLATE PRESSURE TREATED BASE PLATE NOTES THE ADU SHALL HAVE THE SAME DESIGN, ARCHITECTURE, COLORS, WINDOW TRIM AND MATERIALS OF THE PRIMARY DWELLING. IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 NEW ELECTRICAL 100 AMPS SUB-PANEL NEW ADU TO MATCH EXISTING BATHROOM OF MAIN HOUSE BRICK VEENER BRICK VENERR KITCHEN 9'-0" CEILING LIVING ROOM 9'-0" CEILING 4 12 3'W x 4'L x 3"H LANDING PAD 2x6 ROOF RAFTERS R-15 BATT INSULATION WOOD FRAME DBL TOP PLATE PRESSURE TREATED BASE PLATE CONCRETE SLAB R-38 INSULATIONR-19 INSULATION 2x6 CEILING JOIST 1'-0" 6" H NEW 40 GAL ELECTRIC WATER HEATER INSIDE ARCHITECTURAL COMPATIBLE ENCLOSURE NEW 40 GAL. HEAT PUMP WATER HEATER INSIDE ARCHITECTURAL COMPATIBLE ENCLOSURE (SEE SPEC SHEET) ARCHITECTURAL ENCLOSURE NEW ADU ROOF EXISTING GARAGE ROOF GARAGE OUTLINE NEW MINI SPLIT CONDENSER EXISTING GARAGE ROOF CONCRETE SLAB EXTERIOR STUCCO WALL, FINISHED OVER GRADE D PAPER EXISTING GARAGE EXISTING GARAGE EXISTING GARAGE MINI SPLIT CONDENSER PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL EXISTING (380.00 SQ FT) TWO-CAR GARAGE 14'-0" PROPERTY LINE 105.00' PR O P E R T Y L I N E 6 5 . 0 0 ' W POMONA ST. S G A R N S E Y S T . 10 ' - 0 " 20 ' - 0 " 25'-10" DRIVEWAY EXISTING 17'-0" 4'-0" 16 ' - 0 " 35'-6" 37'-0" 19 ' - 0 " EX I S T I N G F R O N T P O R C H (1 3 5 . 0 0 S Q F T ) 1'-6" EXISTING COVERED PATIO EXISTING 5'-6" HIGH CONCRETE BRICK WALL EXISTING 5'-6" HIGH CONCRETE BRICK WALL EXISTING 5'-6" HIGH BLOCK WALL (SEE SHEET A-10) 2% SLOPE 2% S L O P E 5% S L O P E 5% S L O P E 2% S L O P E 5% SLOPE 5% SLOPE 5% SL O P E 2% S L O P E 2% S L O P E 5% S L O P E EXISTING WATER METER EXISTING 100 AMPS ELECTRICAL METER EXISTING CHIMNEY EXISTING HVAC CONDENSER EXISTING GAS METER 2% SLO P E 2% SLOPE REVISION DATE SCALE: 1761 THIRD ST. SUITE 102 NORCO, CA. 92860 OFFICE PH: (951) 407-1131 DATE PROJECT NO. DATE PROJECT: DESIGNER: SHEET No: DATE: DRAWN BY: OWNER: ADDRESS: A.P.N.: 1 2 3 DATE SHEET: NOTE: TITLE: CONTENT: 4 5 6 SITE PLAN ELVIRA KENNEDY 3/16" = 1'-0" DECEMBER 4, 2024 A-2 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 SITE PLAN EXISTING CAMERON DE LA TORRE LEGEND CONCRETE LANDSCAPE DIRT LANDSCAPE PROPERTY LINE EXISTING SCE EASEMENT 6'-0" (SEE SHEET A-9) TO BE LEGALIZED 5'-0" 24 ' - 4 " 3' - 0 " 11" THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND.OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT NOTE 5' - 0 " 11" 1'-10" 3' - 0 " 11 "3'-11" 1702 S. GARNSEY ST (E) PRIMARY DWELLING [1,313.00 SQ FT] 40 ' - 5 " 45 ' - 0 " PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-3 ELVIRA KENNEDY 3/8" = 1'-0" DECEMBER 4, 2024 1 DOOR TYPE DOORS SCHEDULE DOORS NO.SIZE (W X H) A NO SELF CLOSERCONDITION EXISTING THICKNESS COMMENTS MATERIALWINDOW NO.THINKNESS DUAL GLASS LOW E GLASSEXISTING75" X 47-1/2"FIXED WINDOWS SCHEDULE SIZE (W X H)CONDITIONTYPE B C D E 2'-6" X 6'-8"NOS.C. DOOR1-3/8" 5'-0" X 6'-8"NOS.C. DOOR1-3/8" NO1-3/8" 1'-6" X 4'-0"NOS.C. DOOR1" 2 DUAL GLASS LOW E GLASS 3'-0" X 6'-8"1-3/4"S.C. DOOR 2'-0" X 6'-8" COUNT 2 4 3 2 2 COUNT 1 DUAL GLASS LOW E GLASS29-1/2" X 35-1/2"HUNG3 3 1 DBL SLIDING S.C. DOOR DUAL GLASS LOW E GLASS35-1/2" X 47-1/2" SLIDING 4 2 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 EXISTING HOUSE & GARAGE FLOOR PLAN LIVING ROOM KITCHEN BEDROOM #3 BATHROOM #2 CL O S E T CL O S E T CLOSETW/H LI N E N BEDROOM #2 BEDROOM #1 BATHROOM #1 EXISTING GARAGE FLOOR PLAN EXISTING HOUSE FLOOR PLAN 3 A-6 1 A-6 A-6 2 A-6 4 1 A B F D G A B E D B B C C CL O S E T C LAUNDRY ROOM I H F 2'-6" X 6'-8"NOS.C. DOOR1-3/8"1 WATER-HEATER CLOSET G 2'-6" X 6'-8"NOS.C. DOOR1-3/8"1 H 2'-6" X 6'-8"NOS.C. DOOR1-3/8"1 I 16'-0" X 7'-0"YESS.C. DOOR1-3/8"1 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING POCKET DOOR TEMPERED GLASS EXTERIOR TEMPERED GLASS GARAGE 4 4 SLIDING DUAL GLASS LOW E GLASS41-1/2" X 29-1/2"5 2 HUNG DUAL GLASS LOW E GLASS23-1/2" X 35-1/2"6 1 HUNG DUAL GLASS LOW E GLASS41-1/2" X 29-1/2"7 3 EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING COMMENTS HUNG 3 A-7 1 A-7 A-7 2 A-7 4 14'-0" 28 ' - 5 " 14'-8" 14 ' - 8 " 42'-2" 33 ' - 0 " 5'-9" 7' - 0 " 9'-4" 3' - 1 " 12'-5" 19'-0" 20 ' - 0 " DOOR TO BE RELOCATED DOORS NEW LOCATION (SEE SHEET A-11) EX I S T I N G F R O N T P O R C H 2 23 7 7 2 7 6 5 75" X 47-1/2" 5 SEE SHEET A-4 SEE SHEET A-4 SEE SHEET A-4 SEE SHEET A-4 SEE SHEET A-4 DINNING ROOM 5'-0" 27 ' - 4 " 3' - 0 " 11" PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL CAMERON DE LA TORRE SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-4 ELVIRA KENNEDY 3/8" = 1'-0" MARCH 17, 2025 MATERIALWINDOW NO.THINKNESS EXISTING ORIGINAL WINDOWS SCHEDULE SIZE (W X H)CONDITIONTYPE COUNT DUAL GLASS LOW E GLASS4 2 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 MAIN HOUSE WINDOW PLAN 3 A-6 1 A-6 A-6 2 A-6 4 1 2 234 4 7 7 5 2 7 6EXISTING COMMENTS HUNG 5 GLAZED AREAWINDOW NO.LOCATON UPGRADED EXISTING WINDOWS SCHEDULE SIZE (W X H)QTY 2 BEDROOM #3 24.4 BEDROOM #4 24.412 1 1 BATHROOM #1 7.33 1 8.55 1 KITCHEN 8.55 VENT AREA EXISTING WINDOW PLAN 35-1/2" X 47-1/2" 29-1/2" X 35-1/2" 75" X 47-1/2" 41-1/2" X 29-1/2" 23-1/2" X 35-1/2"1 BATHROOM #2 5.86 1 24.42 41-1/2" X 29-1/2" LOWE3/ARGON U-VALUE 3 LIVING ROOM 37.87 41-1/2" X 29-1/2" 75" X 47-1/2" 75" X 47-1/2" LIVING ROOM KITCHEN BEDROOM #3 BATHROOM #2 BEDROOM #2 BEDROOM #1 BATHROOM #1 LAUNDRY ROOM DINNING ROOM KITCHEN DINING ROOM 141.1 10.6 10.6 1/8"-3/16" 1/8"-3/16" 1/8"-3/16" 1/8"-3/16" 1/8"-3/16" 1/8"-3/16" 1/8"-3/16" 1/8"-3/16" SHGC VT .30 .21 .49 TYPE STYLE 2SSL:XO 2SSL:OX 2SSL:XO 2SSL:XO 2SSL:XO SH:O/X SH:O/X SH:O/X .30 .21 .49 .30 .21 .49 .30 .21 .49 .30 .21 .49 .30 .21 .49 .30 .21 .49 .30 .21 .49 NOTES: WINDOW ORIGINAL HEADER WAS NOT MODIFIED FOR CHANGES DONE TO WINDOWS VISTA PLUS VISTA PLUS VISTA PLUS VISTA PLUS VISTA PLUS VISTA PLUS VISTA PLUS VISTA PLUS 2 2 3 5 5 6 2 7 7 7 CAMERON DE LA TORRE .491/8"-3/16".30 .251BEDROOM #3175" X 47-1/2"FIXEDFIXED 1 24.4 WINDOWS TO BE LEGALIZED: PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL COMMENTS TEMPERED GLASS TEMPERED GLASS SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-5 ELVIRA KENNEDY 3/8" = 1'-0" DECEMBER 4, 2024 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 EXISTING HOUSE & GARAGE ROOF PLAN EXISTING GARAGE ROOF PLAN EXISTING HOUSE ROOF PLAN 3 A-6 1 A-6 A-6 2 A-6 4 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4:12 SLOPE 4:12 SLOPE 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 4: 1 2 S L O P E 3 A-7 1 A-7 A-7 2 A-7 4 EXISTING COVERED PATIO TO BE LEGALIZED 1'-6" 6" 6" 1'-6" 6" 1' - 6 " 6" 1' - 6 " 6" 1'-6" 6" EAVE ONE SOUTH WALL OF GARAGE TO BE REMOVED (SEE SHEET A-8) 4: 1 2 S L O P E 4: 1 2 S L O P E LEGEND EXISTING ROOF EXISTING WALLS EXISTING BROWN SHINGLES (SEE SHEET A-10) CAMERON DE LA TORRE PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-6 ELVIRA KENNEDY 3/8" = 1'-0" DECEMBER 4, 2024 RIGHT ELEVATION2 FRONT ELEVATION1 REAR ELEVATION 3 LEFT ELEVATION4 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 EXISTING HOUSE ELEVATIONS CAMERON DE LA TORRE PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 A-7 ELVIRA KENNEDY 3/8" = 1'-0" DECEMBER 4, 2024 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 EXISTING GARAGE ELEVATIONS RIGHT ELEVATION3 LEFT ELEVATION1 FRONT ELEVATION2 REAR ELEVATION4 CAMERON DE LA TORRE PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL 5' - 0 " 6'-6" 14'-0" 10'-0" AS-BUILT COVERED PATIO 5% SLOPE 5% SLOPE 5% SL O P E 5% S L O P E P.O.C 4" NEW SEWER LINE TO BE CONNECTED FROM MAIN SEWER LINE. NEW 1-1/4" WATER LINE FROM EXISTING WATER METER (1-1/4" PVC SCHEDULE 40 REVISION DATE SCALE: 1761 THIRD ST. SUITE 102 NORCO, CA. 92860 OFFICE PH: (951) 407-1131 DATE PROJECT NO. DATE PROJECT: DESIGNER: SHEET No: DATE: DRAWN BY: OWNER: ADDRESS: A.P.N.: 1 2 3 DATE SHEET: NOTE: TITLE: CONTENT: 4 5 6 SITE PLAN ELVIRA KENNEDY 3/16" = 1'-0" MARCH 17, 2025 A-8 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 SITE PLAN EXISTING (380.00 SQ FT) TWO-CAR GARAGE PROPERTY LINE 105.00' PR O P E R T Y L I N E 6 5 . 0 0 ' W POMONA ST. S G A R N S E Y S T . 10 ' - 0 " 20 ' - 0 " 25'-10" DRIVEWAY EXISTING 17'-0" 4'-0" 16 ' - 0 " 35'-6" 37'-0" 19 ' - 0 " EX I S T I N G F R O N T P O R C H (1 3 5 . 0 0 S Q F T ) EXISTING 5'-6" HIGH CONCRETE BRICK WALL EXISTING 5'-6" HIGH CONCRETE BRICK WALL 2% SLOPE 2% S L O P E 5% S L O P E 5% S L O P E 2% S L O P E 5% SLOPE 5% SLOPE 5% SL O P E 2% S L O P E 2% S L O P E 5% S L O P E EXISTING WATER METER EXISTING ELECTRICAL METER TO BE UPGRADED TO A 200 AMP (100 FOR THE MAIN HOUSE & 200 FOR THE ADU) EXISTING GAS METER NEW 5'-0" AS BUILT COVERED PATIO TO BE LEGALIZED WILL BE MODIFIED (FROM 598 SQFT TO 338 SQFT) TO MAKE ROOM FOR ADU (SEE SHEET A-9) CAMERON DE LA TORRE LEGEND CONCRETE LANDSCAPE DIRT LANDSCAPE PROPERTY LINE WATER LINE SEWER LINE EXISTING 5'-6" HIGH BLOCK WALL (NO CHANGES ARE TO BE MADE TO THIS WALL) EXISTING SCE EASEMENT 6'-0" NEW 5'-6" HIGH BLOCK WALL (SEE SHEET A-10)EXISTING 5'-6" WALL TO BE ALTERED TO A NEW 3'-0" HIGH BLOCK WALL WITH IRON FENCE (SEE SHEET A-10) TO BE LEGALIZED (SEE SHEET A-9) 5'-0" 27 ' - 4 " 3' - 0 " 11" 1702 S. GARNSEY ST (E) PRIMARY DWELLING [1,313.00 SQ FT]1702 S. GARNSEY ST, UNIT 2 (N) ADU [408.00 SQ FT] THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND.OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT NOTE 5' - 0 " 11" 1'-10" 3' - 0 " 11 "3'-11" 3' - 0 " 7' - 5 " 3' - 1 " 7' - 5 " W/ H PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1131 COVERED PATIO FLOOR, ROOF, & ELEVATION PLAN ELVIRA KENNEDY 1/4" = 1'-0" A-9 MARCH 17, 2025 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 3 A-9 1 A-9 A-9 2 A-9 4 RIGHT ELEVATION1 RIGHT ELEVATION2 RIGHT ELEVATION4RIGHT ELEVATION3 COVERED PATIO FLOOR PLAN PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL IRMA DE LA TORRE CAMERON DE LA TORRE 21 ' - 0 " 40 ' - 1 0 " 2' - 7 " 5' - 0 " 5' - 0 " 5' - 0 " 5' - 0 " 2' - 0 " 10'-0" 14'-0" 5'-2" 1/2" 12 1/2" 12 1 A-9 1 A-9 A-9 2 A-9 4 16 ' - 5 " 5'-2" COVERED PATIO ROOF PLAN GARAGE EXISTING ROOF TO CONNECT TO COVERED PATIO MAIN HOUSE EXISTING ROOF TO CONNECT TO COVERED PATIO NEW 4X4 WOOD POST GARAGE EXISTING ROOF TO CONNECT TO COVERED PATIO MAIN HOUSE EXISTING ROOF TO CONNECT TO COVERED PATIO NEW 4X4 WOOD POST NEW 4X4 POST NEW 4X4 JOIST ABOVE POST NEW 2X8 RAFTERS ABOVE JOIST LEGEND NEW 2X8 RAFTERS CONNECTION TO GARAGE ROOF CONNECTION TO MAIN HOUSE ROOF CONNECTION TO GARAGE ROOF CONNECTION TO MAIN HOUSE ROOF CONNECTION TO MAIN HOUSE ROOF 9' - 0 " 0" 9' - 0 " 9' - 0 " ROOF NOTES MEMBRANE ROLL, FOR LOW SLOPE ROOF' MANUFACTURER: GAF LIBERTY CAP SHEET "OR SIMILAR" ICC-ESR 2852 PRODUCT: ROOL ROOFING COLOR: BLACK TYPE OF ROOF: MEMBRANE ROLL 1/ 2 : 1 2 S L O P E 1/ 2 : 1 2 S L O P E 1/ 2 : 1 2 S L O P E REVISION SCALE: DATE PROJECT NO. DATE PROJECT: DESIGNER: SHEET No: DATE: DRAWN BY: OWNER: ADDRESS: A.I.N.: 1 2 3 DATE SHEET: NOTE: TITLE: CONTENT: 1761 THIRD ST. SUITE 102 NORCO, CA. 92860 PH:(951)407-1131 NEW ADU SPECIFICATION SHEET ELVIRA KENNEDY SPEC-1 DECEMBER 4, 2024 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 ELECTRIC RANGE 30" M: XE40T10H45U0 OR SIMILAR HYBRID WATER HEATER CAMERON DE LA TORRE WATER HEATER ENCLOSURE 2' - 6 " 3'-0" 7' - 9 " 7' - 0 " N.T.S 1 12 4X4 WOOD POST EXTERIOR STUCCO WALL TO MATCH ADU WHITE VINYL LOUVRE DOOR W/H PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL STRUCTURAL NOTES S1.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 10 OCT 24 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM STRUCTURAL NOTES TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL10 TYPICAL DETAIL9 TYPICAL DETAIL3 S1.1 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 10 OCT 24 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL9TYPICAL DETAIL10 S1.2 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 10 OCT 24 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL3 TYPICAL DETAIL9TYPICAL DETAIL10 S1.3 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 10 OCT 24 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS N1FOUNDATION PLAN S2.0 FOUNDATION PLAN SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 30 APR 25 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM RText (RText) C.J. N2ROOF FRAMING PLAN 2x10 C.J. @ 16" O.C S2.2 ROOF FRAMING PLAN SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 30 APR 25 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 S3.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 14 MAR 25 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM FOUNDATION DETAILS DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 S5.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORM TO THE ENGINEER. ALL WORK. REPORT DISCREPANCIES BEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-1228 ENRIQUE MC 30 APR 25 . . . . . . . . . . . . TITLE AD D I T I O N 17 0 2 S G A R N S E Y S T R E E T 17 0 2 S G A R N S E Y S T R E E T SA N T A A N A , C A 9 2 7 0 7 3 1 2 3 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 324 SOUTH AVE, LONG BEACH, CA 90805 T: 562-961-5600 WWW.CASTILLOENGINEERING.COM ROOF FRAMING DETAILS SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 ADDITIONS AND ALTERATIONS. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only o and/or within the specific area of the addition or alteration. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Multifamily development projects with less than 20 dwelling units; and hotels and motels with less than 20 sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exceptions: 1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number of EV capable spaces. 2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable spaces, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed. Notes: a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more sleeping units or guest rooms. The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to this section. 1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at a minimum of 40 amperes. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be reduced by a number equal to the number of EV chargers installed over the five (5) percent required. Notes: a.Construction documents shall show locations of future EV spaces. b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or EV chargers are installed for use. 2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per dwelling unit when more than one parking space is provided for use by a single dwelling unit. Exception: Areas of parking facilities served by parking lifts. 3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE. Where common use parking is provided, at least one EV charger shall be located in the common use parking area and shall be available for use by all residents or guests. When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical capacity to the required EV capable spaces. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Location. EVCS shall comply with at least one of the following options: 1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2.The charging space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section 4.106.4.2.2.1.2, Item 3. 4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions. The charging spaces shall be designed to comply with the following: 1.The minimum length of each EV space shall be 18 feet (5486 mm). 2.The minimum width of each EV space shall be 9 feet (2743 mm). 3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.2.1.3 Accessible EV spaces. In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 EV space requirements. 1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the location or the proposed location of the EV space. Construction documents shall identify the raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space, at the time of original construction in accordance with the California Electrical Code. 2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the location or the proposed location of the EV space at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. 4.106.4.2.5 Electric Vehicle Ready Space Signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multifamily buildings. When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE. Notes: 1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. 2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. CAL GREEN RESIDENTIAL MANDATORY MEASURES ELVIRA KENNEDY CG-1 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 4.201.1 SCOPE. For the purpose of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 DECEMBER 4, 2024 PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification. 2. Field verification of on-site product containers. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) CAL GREEN RESIDENTIAL MANDATORY MEASURES ELVIRA KENNEDY CG-2 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1121 IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 DECEMBER 4, 2024 PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL CE R T I F I C A T E O F C O M P L I A N C E SCALE: T24.1 SHEET No: DATE: PROJECT DESIGNER; OWNER: ADDRESS: A.P.N.: DATE SHEET: TITLE: CONTENT: NEW ADU IRMA DE LA TORRE CAMERON DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 1761 THIRD ST SUITE 102 NORCO, CA 92860 PH: 951-407-1133 DESIGNER: ELVIRA KENNEDY MARCH 3, 2025 CE R T I F I C A T E O F C O M P L I A N C E SCALE: T24.2 SHEET No: DATE: PROJECT DESIGNER; OWNER: ADDRESS: A.P.N.: DATE SHEET: TITLE: CONTENT: 1761 THIRD ST SUITE 102 NORCO, CA 92860 PH: 951-407-1133 DESIGNER: ELVIRA KENNEDY NEW ADU MARCH 3, 2025 IRMA DE LA TORRE CAMERON DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 CE R T I F I C A T E O F C O M P L I A N C E OWNER: ADDRESS: A.P.N.: TITLE: CONTENT: 1761 THIRD ST SUITE 102 NORCO, CA 92860 PH: 951-407-1133 DESIGNER: SCALE: T24.3 SHEET No: DATE: PROJECT DESIGNER; DATE SHEET: ELVIRA KENNEDY NEW ADU IRMA DE LA TORRE CAMERON DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 MARCH 3, 2025 HEAT PUMP WATER HEATER NOTES: ·40 GALLON HEAT PUMP WATER HEATER TO BE INSTALLED PER MANUFACTURER INSTRUCTIONS. ·WATER HEATER MUST BE NORTHWEST ENERGY EFFICIENCY ALLIANCE (NEEA) RATED HEAT PUMP WATER HEATER; SPECIFIC BRAND/MODEL, OR EQUIVALENT, MUST BE INSTALLED ·METAL ENCLOSURE OR SIMILAR PROTECTION MUST BE INSTALLED. RECESSED DOWN LIGHT FIXTURE HIGH EFFICACY (CFL OR LED LIGHTING) CEILING LIGHT FIXTURE HIGH EFFICACY (CFL OR LED LIGHTING) ARC FAULT CIRCUIT INTERRUPTER DUPLEX OUTLET GROUND FAULT INTERRUPTED DUPLEX OUTLET WEATHERPROOF OUTLET - G.F.C.I. WP/ GFI GFI WALL MOUNTED W/ MOTION SENSOR AND TIMER LIGTH FIXTURE ELECTRIC / UTILITY SYMBOLS: EXHAUST FAN (MIN. 5 AIR CHANGES PER HOUR) WITH HUMIDITY CONTROL AND VACANCY IN BATHROOMS HOSE BIB AND SHUT OFF VALVEH.B. (INSTALL HIGH EFFICACY LIGHTING) CLG. FAN & LIGHT 3-WAY SWITCH @ 48" HIGH HUMIDITY SENSOR @ 48" HIGH SINGLE POLE SWITCH @ 42" HIGH S S 3 S CARBON MANOXIDE ALARMSC.M. SLIDE DIMMER @ 48" HIGHS IONIZATION SMOKE ALARM WITH ALARM-SILENCING SWITCH HARDWIRED UL217 GENERAL NOTES SMOKE ALARMS ·SMOKE ALARMS SHALL BE LISTED PER UL 217, INSTALLED PER NFPA 72 AND SHALL BE CALIF. STATE FIRE MARSHALL LISTED. ·SMOKE ALARMS SHALL BE INSTALLED MAINTAINED AND CONNECTED IN THE FOLLOWING LOCATIONS/MANNER: [R314.3,.4,.5] ··IN EACH SLEEPING ROOM. ··OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. ··ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENT AND SPLIT LEVELS. ··WHEN MORE THAN ONE SMOKE ALARM IS INSTALLED, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ··SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM COMMERCIAL SOURCE AND SHALL BE EQUIPPED WITH BATTERY BACKUP. ··SMOKE ALARMS SHALL BE PROVIDED IN ALL NEW CONSTRUCTION LOCATED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND AT EACH ADDITIONAL FLOOR OR BASEMENT LEVEL. [CRC R314.3] ··SMOKE ALARMS NOT INSTALLED A MINIMUM OF 20 FEET HORIZONTAL DISTANCE FROM COOKING EQUIPMENT. MONOXIDE ALARM REQUIREMENTS: ·FOR DWELLING UNIT CONSTRUCTION HAVING AN ATTACHED GARAGE OR FUEL-BURNIG APPLIANCES, AN APPROVED CARBON MONOXIDE ALARM UL 2034/2075 SHALL BE INSTALLED, MAINTAINCE AND CONNECTED IN THE FOLLOWING LOCATIONS/MANNER: ··OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). ··ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. ··WHERE MORE THAN ONE CO ALARM IS INSTALLED, THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATED ALL OF THE ALARMS. ·IN EXISTING DWELLINGS WHERE WHERE A PERMIT FOR ALTERATIONS, REPAIRS OR ADDITIONS EXCEED $1000 CO ALARMS SHALL BE INSTALLED, MAINTAINED AND CONNECTED IN THE FOLLOWING LOCATIONS/MANNER: [314.3.1,.4,.6] ··THE DWELLING SHALL BE EQUIPPED WITH CO ALARMS LOCATED AS REQUIRED FOR NEW CONSTRUCTION. ··CO ALARMS ARE PERMITTED TO BE SOLELY BATTERY OPERATED WHERE NO CONSTRUCTION IS TAKING PLACE. LUMINARIES AND FANS ·THIS CLASSIFICATION APPLIES ONLY TO ROOMS THAT ARE NOT KITCHENS, BATHROOMS, GARAGES, LAUNDRY ROOMS, CLOSETS, OR UTILITY ROOMS. ALL INSTALLED LUMINARIES SHALL BE EITHER BE HIGH EFFICACY AND SHALL BE CONTROLLED BY A VACANCY SENSOR OR DIMMER. ·IN SINGLE-FAMILY RESIDENCIES, ALL LUMINARIES MOUNTED TO THE BUILDING (OR TO EITHER BUILDING ON THE SAME LOT) SHALL BE HIGH EFFICACY LUMINARIES, AND SHALL BE CONTROLLED BY A MOTION SENSOR AND ALSO BY A PHOTOCONTROL, ASTRONOMICAL TIME CLOCK, OR ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) (OUTDOOR CEILING FANS WITH LIGHTS) ·ALL SINGLE FAMILY OUTDOOR LIGHTING SHALL BE HIGH EFFICACY AND MUST BE CONTROLLED BY A MANUEL ON & OFF SWITCH AND ONE OF THE FOLLOWING AUTOMATIC CONTROL TYPES: ··PHOTOCONTROL AND MOTION SENSOR ··PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL ··ASTRONOMICAL TIME CLOCK CONTROL ··EMCS ·LUMINARIES THAT ARE RECESSED INTO CEILINGS SHALL HAVE AIRTIGHT HOUSING TO PREVENT CONDITIONED AIR ESCAPING INTO THE CAVITY OR ATTIC, OR UNCONDITIONED AIR INFILTRATING FROM THE CEILING OR ATTIC INTO THE CONDITIONED SPACE (AT-LISTED). LUMINARIES THAT ARE RECESSED INTO INSULATED CEILINGS ARE REQUIRED TO BE RATED FOR INSULATION CONTACT ("IC-RATED"). ·BATHROOM EXHAUST FAN TO BE RATED FOR A MINIMUM OF 50 CFM AND KITCHEN EXHAUST FAN TO BE RATED FOR A MINIMUM OF 100 CFM. [CEnC 150.0(O)] ··LUMINARIES THAT ARE OR CONTAIN LIGHT SOURCES THAT MEET REFERENCE JOINT APPENDIX JA8 REQUIREMENTS FOR DIMMING, AND THAT ARE NOT CONTROLLED BE OCCUPANCY SENSORS, SHALL HAVE DIMMING CONTROLS. [CEnC 150.0(k)2.J]. ·FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. RECEPTACLES AND OUTLETS ·FOR A ONE-FAMILY DWELLING AND EACH UNIT OF A TWO-FAMILY DWELLING THAT IS AT GRADE LEVEL, AT LEAST ONE RECEPTACLE OUTLET ACCESSIBLE AT GRADE LEVEL AND NOT MORE THAN 6'-6" ABOVE GRADE SHALL BE INSTALLED AT THE FRONT AND BACK OF THE DWELLING. ALL EXTERIOR OUTLETS SHALL BE PROTECTED BY GFCI AND BE WEATHER PROOF. [2019 CEC - SECTION 406.8]. ·ALL EXTERIOR OUTLETS SHALL BE GFCI (NO LONGER AN EXCEPTION FOR HEIGHT) [2019 CEC - SECTION 210.8]. IN ADDITION, THE RECEPTACLE SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE RECEPTACLE IS COVERED (ATTACHMENT PLUG CAP NOT INSERTED AND RECEPTACLE COVER CLOSED). ALL 15- AND 20- AMPERE, 125- AND 250-VOLT NONLOCKING RECEPTACLES SHALL BE LISTED WEATHER-RESISTANT TYPE. [2109 CEC - SECTION 406.9]. ·ANY HALLWAY 10' OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE. SHOW RECEPTACLES ON THE PLANS. (210.52 (H) CEC) ·AT LEAST ONE 120-VOLT, 20 AMPERE BRANCH CIRCUIT SHALL BE PROVIDED TO SUPPLY BATHROOM RECEPTACLE OUTLET(S). SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS PER CEC 210.11. ·AT LEAST TWO OR MORE 20-AMP SMALL-APPLIANCE BRANCH CIRCUITS SHALL BE PROVIDED AT THE KITCHEN. [CEC 210.11(C)(1)] ·PROVIDE ONE 20-AMP DEDICATED BRANCH CIRCUITS TO SUPPLY LAUNDRY RECEPTACLE OUTLET(S). THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS PER CEC 210.11.(C)(2). ·RECEPTACLE SERVING KITCHEN COUNTERTOP SHALL NOT BE SPACED MORE THAN 4 FEET APART. [CEC 210.52(C)(1)]. ·ALL 15 AND 20 AMP, 125 AND 250-VOLT, NONLOCKING TYPE RECEPTACLES IN A DWELLING UNIT SHALL BE LISTED TAMPER-RESISTANT RECEPTACLE [CEC 406.12(1)] EXCEPT FOR RECEPTACLES: ··LOCATED MORE THAN 5 1/2 " ABOVE THE FLOOR. ··THAT ARE PART OF A LUMINAIRE OR APPLIANCE. ··LOCATED WITHIN A DEDICATED SPACE FOR APPLIANCE. ··REPLACEMENT NONGROUNDING TYPE. ·ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS (NOT JUST RECEPTACLES) AND UTILIZATION DEVICES INSTALLED IN DWELLING UNITS (INCLUDING KITCHENS, DINING ROOMS, CLOSETS, HALLWAYS, SUNROOMS, LAUNDRY, LIVING ROOMS, DENS, BEDROOMS) SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. CEC 210.12(A) ·ELECTRICAL RECEPTACLES OUTLETS, SWITCHES, AND CONTROLS (INCLUDING CONTROLS FOR HEATING VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY THE OCCUPANTS SHALL BE LOCATED NOT MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURE FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. ELECTRICAL BOXES ·ELECTRICAL BOXES SHALL HAVE DRYWALL, PLASTER, OR PLASTERBOARD SURFACES FINISHED SO THERE WILL BE NO GAPSOR OPEN SPACES GREATER THAN 1/8" AT THE EDGE OF THE BOX PER ARTICLE 314.21 (CEC). IN WALLS OR CEILINGS BOXES SHALL BE INSTALLED SO THAT THE FRONT EDGE OF THE BOX OR PLASTER RING SHALL NOT BE RECESSED MORE THAN 1/4" FROM NON-COMBUSTIBLE FINISH SURFACE AND SHALL BE FLUSHED WITH A COMBUSTIBLE SURFACE PER ARTICLE 314.20 (CEC). ·ALL BRANCH CIRCUITS THAT SUPPLY 125-VOLT, SINGLE- PHASE, 15 - AND 20 - AMPERE OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHEN, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. ·NEW BOXES USED AT LUMINARIES OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE REQUIRED TO SUPPORT A LUMINAIRE WEIGHING A MINIMUM OF 50 LBS. USED AT LUMINAIRE OUTLETS IN WALLS SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON THE INTERIOR INDICATING THE MAXIMUM WEIGHT OF THE LUMINAIRE PERMITTED, IF OTHER THAN 50 LBS. OUTLET BOXES OR SYSTEM USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE LISTED AND MARKED BY THE MANUFACTURES AS SUITABLE FOR THIS PURPOSE. (314.27 CEC). ·THE PANEL OR SUB-PANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. ·THE SERVICE PANEL OR SUB-PANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE. ·LOCATION OF ELECTRICAL SERVICE PANEL MUST BE APPROVED BY EDISON ELECTRICAL NOTES: ·ALL JAB COMPLIANT LIGHT SOURCES, EXCEPT THOSE IN CLOSETS LESS THAN 70 SQUARE FEET AND THOSE IN HALLWAYS SHALL BE CONTROLLED BY A VACANCY SENSOR (150(K)2J CEC). ·ALL BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES (SUCH AS LIGHTS & SWITCHES) INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS, & AREAS SHALL BE PROVIDED WITH ARC-FAULT CIRCUIT-INTERRUPTER (AFCI) PROTECTION. SEE CEC SECTION 210.12(A) FOR PERMISSIBLE MEANS OF AFCI PROTECTION (210.12 CEC). · IN BATHROOMS, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINARIES IN EACH OF THE THOSE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR (150(K)2J CEC) MECHANICAL NOTES: ·CONDENSATE LINES FROM MECHANICAL EQUIPMENT SHALL DISCHARGE TO A PLUMBING FIXTURE OR AN APPROVED LOCATION BY MEANS OF AN INDIRECT WASTE PIPE. CONDENSATE LINES SHALL NOT TERMINATE IN LANDSCAPE OR YARDS AREAS. (310.5 CMC). ·DUCTS FOR DRYER VENTS SHALL BE A MINIMUM OF 4" IN DIAMETER. THE EXHAUST DUCT SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGTH OF 14 FT. INCLUDING TWO 90 DEGREE ELBOWS. TWO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCEES OF TWO. (CMC 504.3.1.) ·A DOMESTIC CLOTHES DRYER DUCT SHALL BE OF METAL AND A MINIMUM OF 4" IN DIAMETER. THE EXHAUST DUCT SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGHT OF 14', INCLUDING TWO 90 DEGREE ELBOWS. TWO FEETS SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCEES OF TWO. (504.4.2 CMC). A.504.4.1 PROVISIONS FOR MAKEUP AIR. A.A.MAKEUP AIR SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING: A.B.MAKEUP AIR SHALL BE PROVIDED FOR TYPE 1 CLOTHES DRYERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. [NFPA 54:10.4.3.1]. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100 SQUARE INCHES (0.065 M2) FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS. 133/4"11" 77/8" 93/8"107/8" 4" 80 CFM/1.0 Sones @ 0.10" SP. 70 CFM @ 0.25" SP. SPECIFICATIONS LEDAK80H EXHAUST FAN WITH LIGHT ·IAQ FAN CONTINUOUSLY RUNNING IS LOCATED IN BATHROOM AREA - IS A EXHAUST FAN OF 80 CFM ·TWO EXHAUST FAN OF 80 CFM EA. WITH HUMIDITY CONTROL AND 5 AIR CHANGES PER HOUR MIN. SEE DETAIL ON ELECTRICAL/UTILITY SYMBOLS. ·ONE EXHAUST FAN OF 100 CFM MIN. ON TOP OF THE STOVE. IAQ FAN ELECTRICAL PLAN FACTOR 2 QUANTITY 3 4 5 6 3 x 408 SQ FT 1500 X 2 VOLT AMPERES 1,224 3,000 1,500 5,724 3,000 953 1500 X 1 1 7 3,953 General Lighting (SQFT X 3 VA/SQ FT (Table 220.12) Small Appliance Circuits (1500 VA per circuit) (NEC 220.52 (A)) (minimum 2) Laundry Circuit (1500 VA per circuit) (NEC 220.52 (B)) Total General Lighting Load First 3000 VA @ 100% Net General Lighting Load (Per NEC 220.42) *Fixed Appliances Garbage Disposal Bathroom Fan (1 X 20) (VA) "General Lighting" Total General Lighting Load 5,724 - 3000 = 2,724 @ 35% = Microwave Dishwasher *Other Loads (including motors, EV charger(s), etc.) 9 Electric Range (8,000VA or Nameplate)** 10 Heat Pump MINI SPLIT 11 12 Electric Dryer (5000 VA minimum)** 13 Electric Vehicle Charger YES NO 20 TOTAL 1,147 8 3 or less Appliances, Total Appliance VA; 4 or more Appliances, 75% of Total Appliance VA (NEC 220.53): 1,147 x 75% =1,147 YES NO 3,300 14 15 25% of largest motor (NEC 430.24)1,800 Total Service Load Volt-Amperes (VA) (Add lines 7, 8, & 9, thru 16)=28,199 Total Service Load Volt-Amperes 28,199 / 240-volts = 117 Amperes ELECTRICAL LOAD CALCULATIONS 16 Other: Heat Pump Electric Water Heater Electric Induction Oven D H MS 1,127 8,000 5,000 4,999 SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1131 ELECTRICAL PLAN ELVIRA KENNEDY E-1 3/8" = 1'-0"LEGEND NEW WALL UL 2034/2075, CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED. [CRC R315.1.1 & R315.1.2] 12K MINI SPLIT HOOD VENT OVER RANGE ATTIC ACCESS 30" X 30" ONE HOUR FIRE WALL MS 80 CFM 80 CFM 100 CFM E NEW ELECTRICAL 100 AMPS SUB-PANEL GFI GFI GFI GFI SS S S S SS S S S H.B. C.M. D D D H H IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-01 DISCONNECTDC GFI MS S VACANCY SENSOR @ 48" HIGHS V S COVERED PATIO MINI SPLIT CONDENSER WITH 3'X3' CONCRETE PAD UNDERNEATH DECEMBER 4, 2024 H MINI SPLIT CONDENSER WITH 30"X30" CONCRETE PAD UNDERNEATH W/ H NEW 40 GAL. ELECTRIC WATER HEATER INSIDE ARCHITECTURAL COMPATIBLE ENCLOSURE , (SEE SPEC SHEET) PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SCALE: SHEET No: DATE: DRAWN BY: DATE SHEET: CONTENT: DATE PROJECT: OWNER: ADDRESS: A.P.N.: TITLE: REVISION DATE DATE PROJECT NO. RESPONSABLE: 1 2 3 NOTE: 4 5 6 1671 THIRD ST. SUITE 102 NORCO, CA. 92680 PH: (951) 407-1131 WATER FIXTURE UNIT (WFU) WATER PIPE SIZED PER 2022 CALIFORNIA PLUMBING CODE TABLE 610.3 METER AND STREET SERVICE (INCHES) BUILDING SUPPLY AND BRANCHES (INCHES)100 150 200 250 300 MAXIMUM ALLOWABLE LENGTH (FEET) PRESSURE RANGE - OVER 60 PSI 3/4"1 1/4"39 TABLE 610.4 FIXTURE UNIT TABLE FOR DETERMINING WATER PIPE AND METER SIZE PLUMBING FIXTURE WFU/ FIXTURE TOTAL FIXTURES WFU TOTAL WFU 26 1 42SINK 39 39 39 39 MIN. FIXTURE BRANCH SIZE1,4 (INCHES) 1 NEW ADU PLUMBING PLAN ELVIRA KENNEDY 3/8" = 1'-0" P-1 2 82SHOWER HEAD 1 LENGTH FROM WATER METER TO FURTHEST WATER FIXTURE: 109 FEET WATER CLOSET, 1.6 GPF LAVATORY 2 2 10 4 2.5 1 2 2 GENERAL NOTES: DETERMINING PROPER SIZE: PROPER SIZING OF THE PIPE IS IMPORTANT SO THAT EACH GAS APPLIANCE RECEIVES ENOUGH GAS TO PERFORM PROPERLY. EACH APPLIANCE HAS A MINIMUM INPUT DEMAND IN BTUS PER HOUR. EACH TYPE OF PIPE MATERIAL ALSO HAS A DIFFERENT FLOW RATES. THE CHART BELOW GIVES SOME EXAMPLES OF TYPICAL BTU DEMANDS FROM TABLE 12-1. TO PROPERLY DETERMINING THE PIPE SIZE FOR YOUR JOB, CONSULT THE 2022 CPC, CHAPTER 12. WHEN PROVIDING GAS LOAD CALCULATIONS, THE CURRENT CODES AND TABLES MUST BE DOCUMENTED IN YOUR SUBMITTAL. TO CONVERT FROM BTUS TO CUBIC FEET PER HOUR DIVIDE BTU/1100 (EXAMPLE: 50,000 BTU BY 1100 = 45.5 CUBIC FEET OF GAS PER HOUR). SEE THE EXAMPLE ON PAGE 2 TO HELP FURTHER ILLUSTRATE THIS. TO GET BTU FROM CUBIC FEET, MULTIPLY CUBIC X FEET 1100 (45.5 CUBIC FEET X 1100 = 50,000 BTU.) APPROVED GAS PIPING FITTING MATERIALS APPROVED MATERIALS ARE DESCRIBED IN SECTION CPC 2022 SECTION 1208. METALLIC PIPE, METALLIC TUBING AND PLASTIC, TUBING AND FITTINGS ARE SAMPLES OF APPROVED MATERIALS. COPPER, BRASS AND ALUMINUM ALLOY PIPING SHALL NOT BE USED EXCEPT UNDER CERTAIN CONDITIONS AS OUTLINED IN SECTION 1208.6 WILL REQUIRE THE SUBMITTAL OF AN ALTERNATE MATERIALS REQUEST AND BUILDING OFFICIAL APPROVAL. WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMBING CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC. 604.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE. CUTTING PIPE IF YOU ARE CUTTING METALLIC PIPE OR TUBING, YOU MUST REAM THE CUT OF YOUR PIPE SO YOU MAINTAIN THE FULL INSIDE DIAMETER OF THE PIPE AND BE CLEAR OF CUTTING BURRS AND DEFECTS IN THE STRUCTURE AND/OR THREADING PER SECTION 1208.6.8. SPECIAL INSTRUCTIONS ALL INSTALLATION SHALL BE IN COMPLIANCE WITH SECTION 1210.0 FOR UNDERGROUND, COVERING, PROTECTION AGAINST CORROSION. TESTING A PRESSURE TEST, PROVIDED BY APPLICANT, IS REQUIRED PER THE 2022 CPC, SECTION 1213. TEST PRESSURE SHALL BE MEASURED WITH A MANOMETER OR WITH A PRESSURE-MEASURING DEVICE DESIGNED AND CALIBRATED TO READ, RECORD, OR INDICATE A PRESSURE LOSS DUE TO LEAKAGE DURING THE PRESSURE TEST PERIOD. THE SOURCE OF PRESSURE SHALL BE ISOLATED BEFORE THE PRESSURE TESTS ARE MADE. MECHANICAL GAUGES USED TO MEASURE TEST PRESSURES SHALL HAVE A RANGE SUCH THAT THE HIGHEST END OF THE SCALE IS NOT GREATER THAN FIVE TIMES THE TEST PRESSURE. WATER PIPING MATERIALS WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMBING CODE. PEX, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC. 604.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE. WATER HEATING SYSTEM NOTES A.A DEDICATED 125-VOLT, 20-AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRICAL PANEL WITH A 120/240-VOLT 3 CONDUCTORS, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS. IN ADDITION, ALL OF THE FOLLOWING: i.BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORK USPARE" AND BE ELECTRICALLY ISOLATED; AND ii.A SERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT BREAKER FOR THE BRANCH CIRCUIT IN "A" ABOVE AND LABELED WITH THE WORDS "FUTURE 240V USE"; AND B.A CATEGORY ILL OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE BETWEEN THE OUTSIDE TERMINATION AND THE SPACE WHERE THE WATER HEATER IS INSTALLED; AND C.A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE; AND INSPECTION WHEN THE INSTALLATION AND TESTING YOUR SYSTEM FOR LEAKS IS COMPLETE, PLEASE SCHEDULE YOUR INSPECTION ACCORDINGLY. THE INSPECTOR WILL NEED TO SEE THE COMPLETE SYSTEM BEING TESTED. YOU MUST SUPPLY THE TEST GAUGE AS DESCRIBED ABOVE. THE SYSTEM MUST BE UNDER TEST WHEN THE INSPECTOR ARRIVES. (SECTIONS 1213.3 AND SECTION 318.0) 1.THE SHOWER SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVE OF PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/THERMOSTATIC MIXING VALVE TYPE. 2.BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH SHOWERS AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 6 FT. ABOVE THE FLOOR. (CRC R307.2 CBC 1209.2.3) 3.CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. NOTES DUCTS PENETRATING WALL OR CEILING SEPARATIONS BETWEEN A GARAGE AND A DWELLING UNIT SHALL BE CONSTRUCTED OF A MINIMUM 26 GAGE SHEET METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. WATER CLOSET SHALL HAVE 15" TO ANY WALL OR OBSTRUCTION ON EACH SIDE OF ITS CENTERLINE AND 24" CLEAR SPACE IN FRONT. (402.5 CPC). WATER HEATERS LOCATED IN SEISMIC DESIGN CATEGORIES C, D, E, & F, AS DEFINED BY THE BUILDING CODE, SHALL HAVE STRAPS LOCATED IN THE UPPER AND LOWER 1/3 OF ITS VERTICAL DIMENSION. (507.2 CPC). WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.6 GALLONS OF WATER PER FLUSH, 1.28 GALLONS PER FLUSH AFTER JULY 1, 2011. (401.3 CPC). WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SEC. 604.1 OF THE CALIFORNIA PLUMBING CODE. PEX, CPVC ANDOTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SEC. 604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX 1 OF THE CPC AND MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SEC 604.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE. CONDENSATE LINES FROM MECHANICAL EQUIPMENT SHALL DISCHARGE TO A PLUMBING FIXTURE OR AN APPROVED LOCATION BY MEANS OF AN INDIRECT WASTE PIPE. CONDENSATE LINES SHALL NOT TERMINATE IN LANDSCAPE OR YARDS AREAS. (310.5 CMC). A DOMESTIC CLOTHES DRYER DUCT SHALL BE OF METAL AND A MINIMUM OF 4" IN DIAMETER. THE EXHAUST DUCT SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL LENGHT OF 14', INCLUDING TWO 90 DEGREE ELBOWS. TWO FEETS SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN EXCEES OF TWO. (504.4.2 CMC). 504.4.1 PROVISIONS FOR MAKEUP AIR. MAKEUP AIR SHALL BE PROVIDED IN ACCORDANCE WITH THE FOLLOWING: MAKEUP AIR SHALL BE PROVIDED FOR TYPE 1 CLOTHES DRYERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. [NFPA 54:10.4.3.1]. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100 SQUARE INCHES (0.065 M2) FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR OR BY OTHER APPROVED MEANS. PER SECTION 301.1.1 CALGREEN AND CIVIL CODE 1101.3(c), ALL NON-COMPLIANT PLUMBING FIXTURES WITHIN THIS RESIDENCE SHALL BE REPLACED WITH WATER-CONSERVING PLUMBING FIXTURES. ANY BUILDING FINALED ON OR BEFORE 01/01/94 ARE REQUIRED TO REPLACE NON COMPLIANT FIXTURES (Note to PCer: this does not apply to repairs). AS PER CHAPTER 12 OF 2019 CALIFORNIA PLUMBING CODE: 1215.0 REQUIRED GAS PIPING SIZE 1215.2 TABLES FOR SIZING GAS PIPING SYSTEMS TABLE 1215.2(1) SCHEDULE 40 METALLIC PIPE HOT, COLD WATER & WASTE LINE PLAN 3 4" PEX COLD WATER LINE SUPPLY3/4" 3 4" PEX HOT WATER LINE SUPPLY (INSULATED)3/4" LEGEND WASTE PIPE 2" ABS VENT 2"V 12K ATTIC ACCESS 30" X 30" E IRMA DE LA TORRE 1702 S. GARNSEY ST. SANTA ANA, CA 92707 013-244-011/2" CW 1/2" HW 1/2" CW 1/2" CW 1/2" HW 1/2" CW 1/2" HW 1/2" CW 1/2" HW 12K ATTIC ACCESS 30" X 30" E 2" 2" 3" 2" 2" 3" TO EXISTING SEWAGE TO WATER METER DECEMBER 4, 2024 W/ HNEW 40 GAL. ELECTRIC WATER HEATER INSIDE ARCHITECTURAL COMPATIBLE ENCLOSURE , (SEE SPEC SHEET) W/ H PROPOSED NEW DETACHED ADU, LEGALIZATION OF WINDOWS & COVERED PATIO, PROPOSED NEW & MODIFICATION TO CONCRETE WALL SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org INTERIM CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall August 2, 2024 Also sent via email to: projects@igdesign.us Irma de la Torre 1702 South Garnsey Street Santa Ana, CA 92707 Subject: Address Assignment for an attached Accessory Dwelling Unit located at 1702 South Garnsey Street (APN: 013-244-01) in Santa Ana, CA Dear Irma, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a 408-square-foot ADU located at 1702 South Garnsey Street (APN: 013-244-01). Notice is hereby given that the following assigned address shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address to be Activated/Posted 1702 South Garnsey Street, Unit To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. The address will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 664-2753 or by email at PRaj@santa-ana.org. Sincerely, Cristian Santana, Assistant Planner I Exhibit A – Address Plan Address Letter for 1702 South Garnsey Street Page 2 of 2 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager (N) ADU1702 S. GARNSEYSTREET, UNIT 2 (E) SINGLE-FAMILY DWELLING1702 S. GARNSEY STREET W/ H (E) GARAGE S. GARNSEY STREET EXHIBIT A: ADDRESS PLAN W. P O M O N A S T R E E T CITY OF SANTA ANA Planning and Building Agency ORANGE COUNTY FIRE AUTHORIT) Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Project Information ❑ New Single Family Residence/Duplex ` ,Addition/Remodel i , ADU ve FOR PgInSSIJJ NCE 6kKW : Date: ❑ Other Address: 7D, Z i�h S� Unit #: City or Unincorporated County Area: ZIP: I 1 �'�''I S � 0-7 Scope of Work: fimpo&t A now im Sf hOLA 1DiJ(�s`t7 no e 1 a-1 ri cu ( me-r6112- to tic 4MC1,eG1 +0 20D M Ps (ICOMP S r Mai h me A lob r -"X Existing Area to I Cp1 Total Resulting Stories: Area Added in Past 2 Years Area: be Added: 4 b b V Area: I l (excluding this project): Yes No Questionnaire OCFA Plan Type if "Yes" 1. ❑ [A New - Is this a new single family residence or duplex? '(PR160) Residential Site with Water Availability PR400.402 Fire Sprinkler 2. ADU - Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler firesprinklers or a house that will have firesprinklers added as part of thisproject? 3. Ei Addition - Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire (PR400-402) Fire Sprinkler sprinkler retrofit based on a threshold set by local ordinance? 4. El Distance - Is the most remote portion of the addition, ADU or other detached structure greater than '(PR160) Residential Site 140-feet from the fire access roadway? 5. Ei Total Area - Will the addition result in a total area of greater than 3,600 square feet (sf) for non- '(PR160) Residential Site sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all with Water Availability enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? 6. Remodel - Is this a remodel of a sprinklered building with a scope of work that includes adding or (PR400.402) Fire Sprinkler removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed contractor to determine if a firesprinkler modification is needed. 7. i571 LP Detached Structure - Is this a new detached utility or accessory structure (not an ADU), such as a '(PR160) Residential Site garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold (PR400-402) Fire Sprinkler set by local ordinance? 8. Gate - Is a gate being installed across a driveway or road that is designated as a fire department (PR180) Gate access roadway, or a driveway or road that serves more than a single home/duplex? 9. . j� Methane - Is project located in or less than 100' from a "Division of Oil, Gas, and Geothermal '(PR160) Residential Site 11''--'"' Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas '(PR172-174) Methane seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only Test/Mitigation Plans applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU's). 10. Vegetation - Is the property/structure (A) on the perimeter of a community containing, or adjacent to *(PR125) Fuel Modification slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation, (PR182) Accessory or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as Structure defined by the State, or D near an area that could be affected by a wildfire in the opens ace. "OCFA approval required before issuance of a grading/building permit. All other plans types may be deterred submittals. Applicant Certification I certify, under penaltyv✓�of perjury, under the laws of the to of Cali nfa, that the information above is true: Print Name: Y I ? -�1 I 1 rt, d d Signature: Date: Phone Number: Hsi) 1407 - 1l31 Email: G Attention Building Department Staff - After you've verified all questions were answered accurately as "No", then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as "Yes", then the plan type on the right side may be required. If all answers are "No" and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are "Yes" and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 CITY OF SANTA ANA Planning and Building Agency I sCHO& Name (First, MI, Last) Project _Address City, State. Zip Code Name (First, MI. Last) Certificate of Compliance Payment of School Facility Fees Santa Ana Unified School District C (�� 7: G*111� Use of Building (check) Residential El Commercial El Senior Housing El Description of Project N \ P�Ac )c Number of Square Feet C f Residential Space Sq.Ft x Number of Square Feet of Commercial Space Sq.Ft x Telephone App5�rovO9dl FOR PERMIT ISSUANCE == - f Master I D. . P F G OLD E N CI _)UNDED 7869 D CITY y • Tract/Parcel NuiYiher Telephone Type of Project (check) New[] Ad(fitionO Alteration[] (Dev. Fee) (Dev. Fee) Total Sa Total $ The above representations as to square footage are true. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically ternlinate, and the appropriate City/Cou11ty shall be notified. Applicant is hereby noticed that any party filing a protest regarding the iniposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee. Applicant Name (Please Print) D e Signature This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable !ntative DISTRIBUTION WhUe - CityCounn, Canary - AlphCant Pink • 1 iicil aces � 2z 25 Hate 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. New ADU 1761 Third St. Suite 102 Norco, CA 92860 Innovation Group Innovation Group Santa Ana, CA 92707 3/3/2025 , 1702 S. Garnsey St. TABLE OF CONTENTS 3 1 19 Form MF1R Mandatory Measures Summary Table of Contents 2 HVAC System Heating and Cooling Loads Summary Form RMS-1 Residential Measures Summary 13 Form CF1R-PRF-01-E Certificate of Compliance 20 Cover Page 14 Zone Load Summary CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 GENERAL INFORMATION 01 Project Name Residential Building 02 Run Title Title 24 Analysis 03 Project Location 1702 S. Garnsey St. 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92707 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 1 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)408 19 Glazing Percentage (%)29.41% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type All electric 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Standard Design 33.6 41.2 34.8 Proposed Design 32.1 37.6 32.9 1.5 3.6 1.9 RESULT3: PASS 1Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded •Standard Design PV Capacity: 1.72 kWdc •PV System resized to 1.72 kWdc (a factor of 1.720) to achieve 'Standard Design PV' PV scaling 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2) Space Heating 0.04 0.29 0.78 5.72 -0.74 -5.43 Space Cooling 2.13 46.7 1.4 40.28 0.73 6.42 IAQ Ventilation 0.52 5.41 0.52 5.41 0 0 Water Heating 3.7 39.79 2.89 32.58 0.81 7.21 Self Utilization/Flexibility Credit 0 0 0 0 Efficiency Compliance Total 6.39 92.19 5.59 83.99 0.8 8.2 Photovoltaics -4.62 -142.11 -4.62 -141.21 Battery 0 0 Flexibility 0 Indoor Lighting 1.31 12.27 1.31 12.27 Appl. & Cooking 8.61 103.09 8.48 101.87 Plug Loads 8.85 90.12 8.85 90.12 Outdoor Lighting 0.24 2.08 0.24 2.08 TOTAL COMPLIANCE 20.78 157.64 19.85 149.12 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 36.14 34.24 1.9 5.26 Net EUI2 12.63 10.73 1.9 15.04 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 PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 1.72 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Insulation below roof deck •Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 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 •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Verified EER/EER2 •Verified SEER/SEER2 •Verified Refrigerant Charge •Airflow in habitable rooms (SC3.1.4.1.7) •Verified HSPF •Verified heat pump rated heating capacity •Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5) •Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8) 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 Residential Building 408 1 1 1 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 ADU Conditioned Mini-Split Heat Pump1 408 9 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Front Wall ADU R-15 Wall 90 Front 213 48 90 Left Wall ADU R-15 Wall 180 Left 100 36 90 Rear Wall ADU R-15 Wall 270 Back 213 60 90 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Right Wall ADU R-15 Wall 0 Right 53 0 90 Roof ADU R-38 HP Attic n/a n/a 408 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic ADU Attic RoofADU Ventilated 4 0.1 0.85 No No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading Window Window Front Wall Front 90 1 16 0.3 NFRC 0.23 NFRC Bug Screen Window 2 Window Front Wall Front 90 1 8 0.3 NFRC 0.23 NFRC Bug Screen Window 3 Window Left Wall Left 180 1 6 0.3 NFRC 0.23 NFRC Bug Screen Window 4 Window Left Wall Left 180 1 30 0.3 NFRC 0.23 NFRC Bug Screen Window 5 Window Rear Wall Back 270 1 30 0.3 NFRC 0.23 NFRC Bug Screen Window 6 Window Rear Wall Back 270 1 30 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor Door Front Wall 24 0.2 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab ADU 408 82 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall 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 Attic RoofADU 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. R-38 HP Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025 Over Ceiling Joists: R-28.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 40 Rheem XE40T10H22U0 (40 gal, JA13)Outside ADU ADU WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Mini-Split Heat Pump1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 n/a n/a Setback 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 VCHP-ductless 1 HSPF 10 24000 20000 EERSEER 16 13 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Not Required 0 Required Required Yes Yes Yes Yes VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 10 Name Certified Low-Static VCHP System Airflow to Habitable Rooms Ductless Units in Conditioned Space Wall Mount Thermostat Air Filter Sizing &amp; Pressure Drop Rating Low Leakage Ducts in Conditioned Space Minimum Airflow per RA3.3 and SC3.3.3.4.1 Certified non-continuous Fan Indoor Fan not Running Continuously Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam IAQVentRpt 27 0.35 Exhaust No n/a / n/a No Yes 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:Residential Building Calculation Date/Time:2025-03-03T12:52:37-08:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:1702 S. Garnsey St. - ADU.ribd22x Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2025-03-03   12:52:55 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:   Christina Kennedy Innovation Group 03/03/2025 1761 Third St. Ste 102 Norco, CA 92860 9514071133 Christina Kennedy Innovation Group 03/03/2025 1761 Third St. Ste 102 Norco, CA 92860 9514071133 425-P010066230A-000-000-0000000-0000 03/03/2025 13:12 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type  Single Family  Addition Alone Date  Multi Family  Existing+ Addition/Alteration Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units INSULATION Area Construction Type Cavity (ft2) Special Features Status FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Existing Page 13 of 20 3/3/2025 none 29.4% New New ADU none n/a 120 Conditioned CA Climate Zone 08 - no insulation - 36.0 Rear (W)60.0 1 0.300 Heat Pump 0.23 Add=R-19.0 New 1 New 4 Mini-Split Heat Pump Ductless / No Fan Roof Opaque Door Wall R 38 Wood Framed R 15 New 0.300 0.23 408 40 N/A 3.10 New R-5 Ductless 16.0 SEER 24 Perim = 82'New 382 Slab Unheated Slab-on-Grade none none 1 none Electric Heat Pump Standard Left (S) Front (E)24.0 8.0 New 53 New Door Wall Wood Framed 1702 S. Garnsey St. Santa Ana 408 N/A 10.00 HSPF 0.30 Split Heat Pump User Number: 50152 0.300 none 0.23 N/A Setback New New ID: R 15 Wood Framed Attic EnergyPro 9.3 by EnergySoft 408 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name Date System Name Floor Area ENGINEERING CHECKS SYSTEM LOAD Number of Systems COIL COOLING PEAK COIL HTG. PEAK Heating System CFM Sensible Latent CFM Sensible Output per System Total Room Loads Total Output (Btuh) Return Vented Lighting Output (Btuh/sqft) Return Air Ducts Cooling System Return Fan Output per System Ventilation Total Output (Btuh) Supply Fan Total Output (Tons) Supply Air Ducts Total Output (Btuh/sqft) Total Output (sqft/Ton) TOTAL SYSTEM LOAD Air System CFM per System HVAC EQUIPMENT SELECTION Airflow (cfm) Airflow (cfm/sqft) Airflow (cfm/Ton) Outside Air (%) Total Adjusted System Output Outside Air (cfm/sqft) (Adjusted for Peak Design conditions) Note: values above given at ARI conditions TIME OF SYSTEM PEAK HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 24,000 5,968 0 cfm 0 0 400.0 0 55 / 54 ºF 3/3/2025 204.0 58.8 Supply Fan 75 / 61 ºF 0 Aug 3 PM 0 19,173 0.00 Mini-Split Heat Pump 55 / 54 ºF 0 75 / 61 ºF 0 0 214 0 800 68 ºF 24,000 0 New ADU 24,000 75 / 61 ºF 17,930 0 3,160 33 ºF 3,160 800 cfm Heating Coil 800 105 ºF 150 2.0 Mini-Split Heat Pump 408 Supply Fan 0 5,968 Outside Air 17,930 4,609 4,609 68 ºF 0 199 68 ºF 19,173 Jan 1 AM 45.8% 1 1.96 Outside Air Cooling Coil 58.8 75 / 61 ºF 800 cfm 0 0 cfm 68 ºF 105 ºF 91 / 68 ºF 24,000 0.0% 199 ZONE LOAD SUMMARY Project Name Date System Name Floor Area ZONE LOAD SUMMARY ZONAL SYSTEM COOLING PEAK HEATING PEAK ZONE NAME SYSTEM NAME Mult. CFM Sensible Latent Heating OA CFM Peak Hr CFM Sensible Latent CFM Sensible TOTALS (BLOCK LOAD) 0 Aug 3 PM 1.0 Aug 3 PM 0 150 0 ADU 5,968 214 4,609 Mini-Split Heat Pump 4,609 0 5,968 3/3/2025New ADU 408 199 1990 Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2022 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020 structural calculations for 1702 S GARNSEY addition and remodel 1702 S GARNSEY ST SANTA ANA, CA 92707 14-Mar-25 CE JOB NO. : 24-1228 S T R U C T U R A L 3 2 4 E S O U T H S T , L O N G B E A C H , C A L I F O R N I A 9 0 8 0 5 T : 5 6 2 . 9 6 1 . 5 6 0 0 W W W . C A S T I L L O E N G I N E E R I N G . C O M 1 ARCHITECT CASTILLO ENGINEERING, INC.JOB 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC JOB NO. SHEET NO. DESIGN CRITERIA 1 Soil supporting footings is natural grade or engineered fill. 2 Soil allowable bearing pressure used in design_______________________________ 3 Footing shall extend into undisturbed soil or below finish grade whichever is lower, as indicated on foundation plan. 4 All concrete shall develop a minimum compressive strength of 2500 psi in 28 days. 5 Reinforcing steel shall conform to ASTM 615, Grade 60. 6 Structural steel shall conform to the following: Wide flange shapes ASTM A992 TS shapes ASTM A500, Grade B Pipe shapes ASTM A53 , Grade B Other rolled shapes, Bars and plates ASTM A36 7 Structural steel shall be fabricated in a shop of an approved fabricator. 8 All welding shall be done by Certified Welders. 9 Concrete Block shall conform to ASTM C90, Grade N-1. 10 Grout shall develop 2000 psi in 28 days. 11 Mortar shall be Type S and develop 1800 psi in 28 days. 12 All lumber shall be grade marked Douglas Fir. (Grading rule No. 17) Light Framing Construction Joist & Planks No. 2 Beams & Stringers No. 1 Posts & Timbers No. 1 13 Glue Laminated Timbers shall be combination No. 24F-V8. 14 Plywood shall conform to PS 1-95, Structural 1. 15 All material and workmanship shall conform to the requirements of 2022 California Building Code. 2 ARCHITECT CASTILLO ENGINEERING, INC. 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC DATE:SHEET NO. Fb Ft Fcperp.Fc Fv E E min CONSTRUCTION 1000 650 625 1650 180 1,500,000 550,000 NO. 2 900 575 625 1350 180 1,600,000 580,000 NO. 1 1200 825 625 1000 170 1,600,000 580,000 NO. 1 1350 675 625 925 170 1,600,000 580,000 COMBINATION 2400 1100 650 1650 265 1,800,000 930,000 NO. 24F-V8 y-dir 1450 1100 560 1650 230 1,600,000 830,000 WIDTH MORE THAN 2" GREATER THAN THAN 2" GREATER 12/10/2020 11:00 DOUGLAS FIR-LARCH DESIGN VALUES 6" & WIDER 5x5 AND LARGER WIDTH NOT MORE GLU-LAM BEAMS THICKNESS 2" TO 4" THICK 2" TO 4' WIDE 2" TO 4" THICK GRADE THAN THICKNESS 5" & THICKER BEAM & STRINGER DESIGNATION POST & TIMBER LIGHT FRAMING JOIST & PLANKS C:\Users\mcast\Dropbox\CE-OFFICE\CE-ENGINEERING\CE-SOFTWARE-10-CBC\WOOD\W-DESIGN VALUES 3 CASTILLO ENGINEERING PROJECT: 1205 PINE AVENUE, SUITE 201, LONG BEACH, CA 90813 37683.00 Wood :Douglas-Fir/Larch Cr = 1.15 (repetitive member factor)Fv =180 psi (for Light Framing and Joists & Planks) E = 1,500,000 psi (Const Light Framing)Fv =170 psi (for Beams & Stringers and Posts & Timbers) E = 1,600,000 psi (#2 Joists & Planks, #1 Beams & Stringers, #1 Posts & Timbers) FLOO ROOF MEMBER:SIZE:(35 PCF)PROPERTIES:BENDING STRESS:1.00 (k-ft & k)Cd =1.00 (k-ft & k)Cd =1.25 Nominal Grade Type B (in)D (in)PLF (in^2)S(in^3)I(in^4)Fb(psi)CF Fb x CF max Mmax Mmax(rep)max Mmax Mmax(rep) 2x4 Const. LF 1.5 3.50 1.3 5.3 3.1 5.4 1000 1.00 1000 0.63 0.26 0.29 0.79 0.32 0.37 2x6 #2 JP 1.5 5.50 2.0 8.3 7.6 20.8 900 1.30 1170 0.99 0.74 0.85 1.24 0.92 1.06 2x8 #2 JP 1.5 7.25 2.6 10.9 13.1 47.6 900 1.20 1080 1.31 1.18 1.36 1.63 1.48 1.70 2x10 #2 JP 1.5 9.25 3.4 13.9 21.4 98.9 900 1.10 990 1.67 1.76 2.03 2.08 2.21 2.54 2x12 #2 JP 1.5 11.25 4.1 16.9 31.6 178.0 900 1.00 900 2.03 2.37 2.73 2.53 2.97 3.41 2x14 #2 JP 1.5 13.25 4.8 19.9 43.9 290.8 900 0.90 810 2.39 2.96 3.41 2.98 3.70 4.26 4x4 Const LF 3.5 3.50 3.0 12.3 7.1 12.5 1000 1.00 1000 1.47 0.60 0.68 1.84 0.74 0.86 4x6 #2 JP 3.5 5.50 4.7 19.3 17.6 48.5 900 1.30 1170 2.31 1.72 1.98 2.89 2.15 2.47 4x8 #2 JP 3.5 7.25 6.2 25.4 30.7 111.1 900 1.30 1170 3.05 2.99 3.44 3.81 3.74 4.30 4x10 #2 JP 3.5 9.25 7.9 32.4 49.9 230.8 900 1.20 1080 3.89 4.49 5.17 4.86 5.62 6.46 4x12 #2 JP 3.5 11.25 9.6 39.4 73.8 415.3 900 1.10 990 4.73 6.09 7.00 5.91 7.61 8.76 4x14 #2 JP 3.5 13.25 11.3 46.4 102.4 678.5 900 1.00 900 5.57 7.68 8.83 6.96 9.60 11.0 6x4 #2 JP 5.5 3.50 4.7 19.3 11.2 19.7 900 1.00 900 2.31 0.84 2.89 1.05 6x6 #1 PT 5.5 5.50 7.4 30.3 27.7 76.3 1200 1.00 1200 3.43 2.77 4.29 3.47 6x8 #1 PT 5.5 7.50 10.0 41.3 51.6 193.4 1200 1.00 1200 4.68 5.16 5.84 6.45 6x10 #1 BS 5.5 9.50 12.7 52.3 82.7 393.0 1350 1.00 1350 5.92 9.31 7.40 11.6 6x12 #1 BS 5.5 11.50 15.4 63.3 121.2 697.1 1350 1.00 1350 7.17 13.6 8.96 17.0 6x14 #1 BS 5.5 13.50 18.0 74.3 167.1 1127.7 1350 0.99 1332 8.42 18.6 10.5 23.2 4 5 6 7 8 CASTILLO ENGINEERING, INC 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ROOF LOADS composite shingles 2.5 psf re-roof 2.0 psf 1/2" plywwod 1.5 psf rafters 4.0 psf insulation 0.5 psf Ceiling 3.0 psf beams/headers 1.0 psf MP&E/ misc.0.5 psf D=15.0 psf Lr=20.0 psf REDUCIBLE FLOOR LOADS flooring 1.0 psf 3/4" plywood 2.3 psf joist 3.0 psf ceiling 4.0 psf beams/headers 2.0 psf MP&E/ misc.2.7 psf D=15.0 psf L=40.0 psf EXTERIOR WALL LOADS 7/8" stucco 10.0 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.0.2 psf D=16.0 psf INTERIOR WALL LOADS 1/2" gyp board 2.3 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.1.9 psf D=10.0 psf 9 10 11 2x10 C.J. @ 16" O.C ROOF FRAMING PLAN RJ2 RJ1 RJ3RJ3 CJ1 B2 B1 B1 B2H1 H1 H1 H2 H3 H4 B3(E) H2 12 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE : 03/14/25 REVIEW BY : INPUT DATA Ex osure cate or (B, C or D)= C Importance factor I = 1.00 Category II Basic wind speed (3 sec. gust wind)V = 110 mph Topographic factor Kzt = 1 Flat Height of mean roof h = 8 ft Roof slope 1 : 12 Roof length L = 30 ft Roof horizontal projected width B = 12 ft Effective area of component / cladding A = 10 ft2 DESIGN SUMMARY 1. Main Wind-Force Resisting System Max horizontal force / base shear from roof = 0.63 kips + 0.06 kips (eave & columns increasing) 0.69 kips Max vertical download force = 7.09 kips Max vertical uplift force = 7.56 kips Max moment at centroid of base from roof = 27.78 ft-kips + 2.78 ft-kips (eave & columns increasing) 30.56 ft-kips 2. Component and Cladding Elements Max inward pressure =55 psf Max net outward pressure =85 psf ANALYSIS Velocity pressure qh = 0.00256 Kh Kzt Kd V2 I =22.38 psf where: qh = velocity pressure at mean roof height, h. Kh = velocity pressure exposure coefficient evaluated at height, h,= 0.85 Kd = wind directionality factor.= 0.85 h = height of mean roof = 8.00 ft Main Wind-Force Resisting System p = qh G CN F = p Af where: G = gust effect factor.= 0.85  = roof angle = 4.76 degree <45 deg. [Satisfactory] Af = roof actual area.= 180.6 ft2, windward = 180.6 ft2, leeward CN = net force coefficients. Check limitation h / L = 0.27 within [0.25 , 1.0][Satisfactory] h / B = 0.67 within [0.25 , 1.0][Satisfactory] CASE CNW CNL CNW CNL CNW CNL CNW CNL A 0.06 -0.53 -0.82 -1.39 1.01 1.06 -0.31 -1.20 p (psf)1.08 -10.00 -15.55 -26.45 19.20 20.21 -5.89 -22.83 F (kips)0.19 -1.81 -2.81 -4.78 3.47 3.65 -1.06 -4.12 B -1.29 -0.04 -1.48 -0.73 0.61 0.15 0.11 -0.41 p (psf)-24.55 -0.69 -28.18 -13.83 11.70 2.93 2.03 -7.79 F (kips)-4.43 -0.13 -5.09 -2.50 2.11 0.53 0.37 -1.41 WIND TO BOTTOM,  = 0o WIND TO TOP,  = 180o CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED CASTILLO ENGINEERING 1702 S GARNSEY Wind Analysis for Open Structure 4.76 24-1228 13 (cont'd) CASE A CASE B CASE A CASE B CASE A CASE B CASE A CASE B Horizontal force / base shear H ki s -0.13 -0.38 -0.63 -0.63 0.59 0.22 -0.43 -0.09 Vertical download force V ki s 0.00 0.00 0.00 0.00 7.09 2.63 0.00 0.00 Vertical u lift force V ki s 1.61 4.54 7.56 7.56 0.00 0.00 5.17 1.04 Bending moment at centroid of base M (ft-kips) 5.84652 16.7507 27.68269 27.77736 26.0062 9.687525 -18.888 -3.76321 Component and Cladding Elements p = qh G CN where:CN = net force coefficients. a = Max[ Min( 0.1L , 0.1B , 0.4h ) , 0.04L , 0.04B , 3ft ] ,= 3.0 ft For effective area, 10 sq.ft. as given CN 2.88 -3.80 2.18 -1.95 1.45 -1.29 1.37 -4.47 1.05 -2.31 0.69 -1.52 p (psf)54.81 -72.30 41.49 -37.17 27.66 -24.55 26.04 -85.03 20.05 -43.91 13.14 -28.87 ZONE 1 ZONE 3 ZONE 2 CLEAR FLOW OBSTRUCTED OBSTRUCTEDCLEAR FLOW CLEAR WIND FLOW OBSTRUCTED WIND FLOW ZONE 1ZONE 3 ZONE 2 WIND TO BOTTOM,  = 0o WIND TO TOP,  = 180o 14 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 Engr.Date:Job No.24-1228 Sheet Elements Supporting Discontinuous Walls or Frames (ASCE 7-22, Section 12.3.3.3 Tag Load Combination with Overstrength (ASCE7-22 Section 12.4.3.3) Case: 6w :1 D +0.7 L +0.00 E +0.4 W Wp 85 trib. 1.333 Beam Member= 2x8 L = 11 ft No. of members= 1 A = 10.88 in^2 CD= 1.60 S = 13.1 in^3 CF= 1.20 Va = 1.305 kips CV= 1.00 Ma = 0.986 k-ft MOD FACTOR 1.00 Seismic load (PE1,PE2,PE3,PE4) v h location (ft) PE1 =0 x 0 x 0.00 =0.00 kips UP 0 PE2 =0 x 0 x 0.00 =0.00 kips DOWN 1 PE3 =0 x 0 x 0.00 =0.00 kips PE4 =0 x 0 x 0.00 =0.00 kips Uniform load (w1) D L Trib w1,1 (15 +20) x 1.333 = 19.995 +26.66 w1,2 (+) x 0 = 0 +0 w1,3 (+) x 0 = 0 +0 w1,4 (+) x 0 = 0 +0 w1,5 (+) x 0 = 0 +0 w1 = 19.995 +26.66 = 0.047 klf factored w1= 1 x 20 + 0.75 x 26.6 =0.091 kl 0.45 x 113.3 +x Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 P1 =0 + 0 = 0 kips 11 location (ft) factored P1= 1 x 0 + 0.75 x 0 =0.00 kips 0 ft Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 P2 =0 + 0 = 0.00 kips 11 location (ft) factored P2= 1 x 0 + 0.75 x 0 =0.00 kips 0 Shear CD * * Factor per ASCE7-10 12.4.3.3 R1= 0.50 kips Vallow.=1.305 1.60 1.00 = 2.088 R2= -0.50 kips Stress Ratio Vmax= 0.50 kips Vallow.=2.09 x 1 = 2.09 kips OK shear:.24 Flexure CD CF Cv * Mallow.=0.986 1.60 1.20 1.00 1.00 = 1.892 M= 1.38 k-ft Mallow.=1.89 x 1 = 1.89 k-ft OK flexure:.73 USE:1- 2x8 WIND 3/13/25 12:00 AM RJ1W 15 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 Engr.Date:Job No.24-1228 Sheet Elements Supporting Discontinuous Walls or Frames (ASCE 7-22, Section 12.3.3.3 Tag Load Combination with Overstrength (ASCE7-22 Section 12.4.3.3) Case: 6w :1 D +0.7 L +0.00 E +0.4 W Wp 85 trib. 1.333 Beam Member= 2x8 L = 8 ft No. of members= 1 A = 10.88 in^2 CD= 1.60 S = 13.1 in^3 CF= 1.20 Va = 1.305 kips CV= 1.00 Ma = 0.986 k-ft MOD FACTOR 1.00 Seismic load (PE1,PE2,PE3,PE4) v h location (ft) PE1 =0 x 0 x 0.00 =0.00 kips UP 0 PE2 =0 x 0 x 0.00 =0.00 kips DOWN 1 PE3 =0 x 0 x 0.00 =0.00 kips PE4 =0 x 0 x 0.00 =0.00 kips Uniform load (w1) D L Trib w1,1 (15 +20) x 1.333 = 19.995 +26.66 w1,2 (+) x 0 = 0 +0 w1,3 (+) x 0 = 0 +0 w1,4 (+) x 0 = 0 +0 w1,5 (+) x 0 = 0 +0 w1 = 19.995 +26.66 = 0.047 klf factored w1= 1 x 20 + 0.75 x 26.6 =0.091 kl 0.45 x 113.3 +x Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 P1 =0 + 0 = 0 kips 8 location (ft) factored P1= 1 x 0 + 0.75 x 0 =0.00 kips 0 ft Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 P2 =0 + 0 = 0.00 kips 8 location (ft) factored P2= 1 x 0 + 0.75 x 0 =0.00 kips 0 Shear CD * * Factor per ASCE7-10 12.4.3.3 R1= 0.36 kips Vallow.=1.305 1.60 1.00 = 2.088 R2= -0.36 kips Stress Ratio Vmax= 0.36 kips Vallow.=2.09 x 1 = 2.09 kips OK shear:.17 Flexure CD CF Cv * Mallow.=0.986 1.60 1.20 1.00 1.00 = 1.892 M= 0.73 k-ft Mallow.=1.89 x 1 = 1.89 k-ft OK flexure:.38 USE:1- 2x8 WIND 3/13/25 12:00 AM RJ2W 16 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 9 ft Member= 2x6 = 8.25 in^2 S = 7.6 in^3 No. of members= 1 I = 20.8 in^4 CD= 1.00 E = 1,600,000 psi CF= 1.30 Va = 0.990 kips CV= 1.00 Ma = 0.567 k-ft Cr= 1.00 Total Load L/n= 240 Live Load L/n= 360 L= 9ft 0.21 0.21 Uniform load (W1) D L Trib w1,1 (15 + 20) x 1.333 = 19.995 + 26.66 w1,2 ( + ) x 0 = 0 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 W1 = 19.995 + 26.66 =0.047 klf Triangular load (W2) D L Trib ` w2,1 (0 +0) x 0 = 0 +0 w2,2 (0 +0) x 0 = 0 +0 w2,3 (0 +0) x 0 = 0 +0 w2,4 (0 +0) x 0 = 0 +0 w2,5 (0 +0) x 0 = 0 +0 W2 = 0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 X1 (ft) X2 (ft) P1 =0 + 0 =0.00 kips 0 9 Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 X3 (ft) X4 (ft) P2 =0 + 0 =0.00 kips 0 9 Shea R1= 0.210 kips R2= -0.210 kips Stress Ratio Vmax= 0.21 kips allow.=0.99 x 1 = 0.99 kips OK .21 Flexure M= 0.47 k-ft Mallow.=0.74 x 1 = 0.7373 k-ft OK .64 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.207 + 0.000 + 0.000 +0.000 = 0.21 = L < L OK deflection:.46 522 240 0.206982 + 0 D (L Only)= 0.118275 + 0 + 0 +0 = 0.11828 = L L OK deflection:.39 913 360 USE:1- 2X6 @ 16 O.C. RJ3 3/13/25 12:00 AM shear: flexure: 17 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 16.5 ft Member= 2x8 = 10.88 in^2 S = 13.1 in^3 No. of members= 1 I = 47.6 in^4 CD= 1.25 E = 1,600,000 psi CF= 1.20 Va = 1.305 kips CV= 1.00 Ma = 0.986 k-ft Cr= 1.15 Total Load L/n= 180 Live Load L/n= 240 L= 16.5ft 0.27 0.27 Uniform load (W1) D L Trib w1,1 (5 + 20) x 1.333 = 6.665 + 26.66 w1,2 ( + ) x 0 = 0 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 W1 = 6.665 + 26.66 =0.033 klf Triangular load (W2) D L Trib ` w2,1 (0 +0) x 0 = 0 +0 w2,2 (0 +0) x 0 = 0 +0 w2,3 (0 +0) x 0 = 0 +0 w2,4 (0 +0) x 0 = 0 +0 w2,5 (0 +0) x 0 = 0 +0 W2 = 0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 X1 (ft) X2 (ft) P1 =0 + 0 =0.00 kips 0 16.5 Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 X3 (ft) X4 (ft) P2 =0 + 0 =0.00 kips 0 16.5 Shea R1= 0.275 kips R2= -0.275 kips Stress Ratio Vmax= 0.27 kips allow.=1.63 x 1 = 1.6313 kips OK .17 Flexure M= 1.13 k-ft Mallow.=1.70 x 1 = 1.7001 k-ft OK .67 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.729 + 0.000 + 0.000 +0.000 = 0.73 = L < L OK deflection:.66 272 180 0.729196 + 0 D (L Only)= 0.583357 + 0 + 0 +0 = 0.58336 = L L OK deflection:.71 339 240 USE:1- 2X8 @ 16 O.C. CJ1 3/13/25 12:00 AM shear: flexure: 18 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 5 ft Member= 4x6 A = 19.25 in^2 S = 17.6 in^3 No. of members= 1 I = 48.5 in^4 CD= 1.00 E = 1,600,000 psi CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft Cr= 1.00 Total Load L/n= 240 Live Load L/n= 360 L= 5ft 0.61 0.61 Uniform load (W1) D L Trib w1,1 (15 + 20) x 7 = 105 + 140 w1,2 (0 + 0) x 0 = 0 + 0 w1,3 (0 + 0) x 0 = 0 + 0 w1,4 (0 + 0) x 0 = 0 + 0 w1,5 (0 + 0) x 0 = 0 + 0 W1 = 105 + 140 =0.245 kl Triangular load (W2) D L Trib ` w2,1 (0 + 0) x 0 = 0 + 0 w2,2 (0 + 0) x 0 = 0 + 0 w2,3 (0 + 0) x 0 = 0 + 0 w2,4 (0 + 0) x 0 = 0 + 0 w2,5 (0 + 0) x 0 = 0 + 0 W2 = 0 + 0 =0.000 kl Point Load (P1) D L Trib.1 Trib.2 p1,1 (0 + 0) x 0 x 0 = 0 + 0 p1,2 (0 + 0) x 0 x 0 = 0 + 0 p1,3 (0 + 0) x 0 x 0 = 0 + 0 p1,4 (0 + 0) x 0 x 0 = 0 + 0 p1,5 (0 + 0) x 0 x 0 = 0 + 0 X1 (ft) X2 (ft) P1 = 0 + 0 =0.00 kips 0 5 Point Load (P2) D L Trib.1 Trib.2 p2,1 (0 + 0) x 0 x 0 = 0 + 0 p2,2 (0 + 0) x 0 x 0 = 0 + 0 p2,4 (0 + 0) x 0 x 0 = 0 + 0 p2,4 (0 + 0) x 0 x 0 = 0 + 0 p2,5 (0 + 0) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft) P2 = 0 + 0 =0.00 kips 0 5 Shea R1= 0.613 kips R2= -0.613 kips Stress Ratio Vmax= 0.61 kips allow.=2.31 x 1 = 2.31 kips O .27 Flexure M= 0.77 k-ft Mallow.= 1.72 x 1 = 1.72047 k-ft O .45 Deflection D =D w1 + Dw2 + D p1 + Dp2 D (D+L)= 0.044 + 0.000 + 0.000 + 0.000 = 0.04 =L < L O deflection:.18 1352 240 0.04437 + 0 D (L Only)= 0.02536 + 0 + 0 +0 = 0.0253569 =L L O deflection:.15 2366 360 USE:1- 4X6 shear: flexure: B1G 3/13/25 12:00 AM 19 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 Engr.Date:Job No.24-1228 Sheet Elements Supporting Discontinuous Walls or Frames (ASCE 7-22, Section 12.3.3.3 Tag Load Combination with Overstrength (ASCE7-22 Section 12.4.3.3) Case: 6w :1 D +0.7 L +0.00 E +0.4 W Wp 85 trib. 7 Beam Member= 4x6 L = 5 ft No. of members= 1 A = 19.25 in^2 CD= 1.60 S = 17.6 in^3 CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft MOD FACTOR 1.00 Seismic load (PE1,PE2,PE3,PE4) v h location (ft) PE1 =0 x 0 x 0.00 =0.00 kips UP 0 PE2 =0 x 0 x 0.00 =0.00 kips DOWN 1 PE3 =0 x 0 x 0.00 =0.00 kips PE4 =0 x 0 x 0.00 =0.00 kips Uniform load (w1) D L Trib w1,1 (15 + 20) x 7 = 105 + 140 w1,2 ( + ) x 0 = 0 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 w1 = 105 + 140 = 0.245 klf factored w1= 1 x 105 + 0.75 x 140 =0.47 kl 0.45 x 595 +x Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 P1 =0 + 0 = 0 kips 5 location (ft) factored P1= 1 x 0 + 0.75 x 0 =0.00 kips 0 ft Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 P2 =0 + 0 = 0.00 kips 5 location (ft) factored P2= 1 x 0 + 0.75 x 0 =0.00 kips 0 Shear CD * * Factor per ASCE7-10 12.4.3.3 R1= 1.19 kips Vallow.= 2.310 1.60 1.00 = 3.696 R2= -1.19 kips Stress Ratio Vmax= 1.19 kips Vallow.= 3.70 x 1 = 3.70 kips OK shear:.32 Flexure CD CF Cv * Mallow.= 1.323 1.60 1.30 1.00 1.00 = 2.753 M= 1.49 k-ft Mallow.= 2.75 x 1 = 2.75 k-ft OK flexure:.54 USE:1- 4x6 WIND 3/13/25 12:00 AM B1S 20 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 Engr.Date:Job No.24-1228 Sheet Elements Supporting Discontinuous Walls or Frames (ASCE7-22 Section 12.3.3.3) Tag Load Combination with Overstrength (ASCE7-22 Section 12.4.3) Case: 3 :1 D +1 L +0.00 E + 0 W Wp 85 WIND trib. 7 Beam Member= 4x6 L = 5 ft Lcant = 3 ft No. of members= 1 A = 19.25 in^2 CD= 1.00 S = 17.6 in^3 CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft MOD FACTOR 1.00 Seismic load (PE1,PE2,PE3,PE4) v h  PE1 =0 x 0 x 0.00 =0.00 kips Uniform load (w1) D L Trib w1,1 (15 + 20) x 7 = 105 + 140 w1,2 (+) x 0 = 0 + 0 w1,3 (+) x 0 = 0 + 0 w1,4 (+) x 0 = 0 + 0 w1,5 (+) x 0 = 0 + 0 w1 = 105 + 140 = 0.245 klf factored w1= 1 x 105 + 1 x 140 =0.245 klf w2= 0 x 595 =0 Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 = 0 + 0 p1,2 (+) x 0 x 0 = 0 + 0 p1,3 (+) x 0 x 0 = 0 + 0 p1,4 (+) x 0 x 0 = 0 + 0 p1,5 (+) x 0 x 0 = 0 + 0 P1 = 0 + 0 = 0 kips 5 location (ft) factored P1= 1 x 0 + 1 x 0 =0.00 kips 0 ft Shea CD ** Factor per ASCE7-05 12.4.3.3 R1= 0.39 kips Vallow.= 2.310 1.00 1.00 = 2.31 R2= 1.57 kips Stress Ratio Vmax= 0.82 kips allow.=2.31 x 1 = 2.31 kips OK shear:.36 Flexure CD CF Cv * Mallow.= 1.323 1.00 1.30 1.00 1.00 = 1.72 M= 1.0733 k-ft Mallow.= 1.72 x 1 = 1.72 k-ft OK flexure:.62 USE:1- 4x6 3/13/25 12:00 AM B2G 21 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 Engr.Date:Job No.24-1228 Sheet Elements Supporting Discontinuous Walls or Frames (ASCE7-22 Section 12.3.3.3) Tag Load Combination with Overstrength (ASCE7-22 Section 12.4.3) Case: 6w :1 D +0.75 L +0.00 E + 0.45 W Wp 85 WIND trib. 7 Beam Member= 4x6 L = 5 ft Lcant = 3 ft No. of members= 1 A = 19.25 in^2 CD= 1.60 S = 17.6 in^3 CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft MOD FACTOR 1.00 Seismic load (PE1,PE2,PE3,PE4) v h  PE1 =0 x 0 x 0.00 =0.00 kips Uniform load (w1) D L Trib w1,1 (15 + 20) x 7 = 105 + 140 w1,2 (+) x 0 = 0 + 0 w1,3 (+) x 0 = 0 + 0 w1,4 (+) x 0 = 0 + 0 w1,5 (+) x 0 = 0 + 0 w1 = 105 + 140 = 0.245 klf factored w1= 1 x 105 + 0.75 x 140 =0.478 klf w2= 0.45 x 595 = 267.75 Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 = 0 + 0 p1,2 (+) x 0 x 0 = 0 + 0 p1,3 (+) x 0 x 0 = 0 + 0 p1,4 (+) x 0 x 0 = 0 + 0 p1,5 (+) x 0 x 0 = 0 + 0 P1 = 0 + 0 = 0 kips 5 location (ft) factored P1= 1 x 0 + 0.75 x 0 =0.00 kips 0 ft Shea CD ** Factor per ASCE7-05 12.4.3.3 R1= 0.76 kips Vallow.= 2.310 1.60 1.00 = 3.696 R2= 3.06 kips Stress Ratio Vmax= 1.61 kips allow.=3.70 x 1 = 3.70 kips OK shear:.43 Flexure CD CF Cv * Mallow.= 1.323 1.60 1.30 1.00 1.00 = 2.753 M= 2.0929 k-ft Mallow.= 2.75 x 1 = 2.75 k-ft OK flexure:.76 USE:1- 4x6 3/13/25 12:00 AM B2W 22 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 7 ft Member= 4x8 = 25.38 in^2 S = 30.7 in^3 No. of members= 1 I = 111.1 in^4 CD= 1.25 E = 1,600,000 psi CF= 1.30 Va = 3.045 kips CV= 1.00 Ma = 2.300 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 7ft 1.84 1.84 Uniform load (W1) D L Trib w1,1 (15 + 20) x 15 = 225 + 300 w1,2 ( + ) x 0 = 0 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 W1 = 225 + 300 =0.525 klf Triangular load (W2) D L Trib ` w2,1 (0 +0) x 0 = 0 +0 w2,2 (0 +0) x 0 = 0 +0 w2,3 (0 +0) x 0 = 0 +0 w2,4 (0 +0) x 0 = 0 +0 w2,5 (0 +0) x 0 = 0 +0 W2 = 0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 X1 (ft) X2 (ft) P1 =0 + 0 =0.00 kips 0 7 Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 X3 (ft) X4 (ft) P2 =0 + 0 =0.00 kips 0 7 Shea R1= 1.838 kips R2= -1.838 kips Stress Ratio Vmax= 1.84 kips allow.=3.81 x 1 = 3.8063 kips OK .48 Flexure M= 3.22 k-ft Mallow.=3.74 x 1 = 3.7369 k-ft OK .86 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.159 + 0.000 + 0.000 +0.000 = 0.16 = L < L OK deflection:.34 527 180 0.159483 + 0 D (L Only)= 0.091133 + 0 + 0 +0 = 0.09113 = L L OK deflection:.26 922 240 USE:1- 4X8 B3(E) 3/14/25 12:00 AM shear: flexure: 23 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 5 ft Member= 4x6 = 19.25 in^2 S = 17.6 in^3 No. of members= 1 I = 48.5 in^4 CD= 1.25 E = 1,600,000 psi CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 5ft 0.92 0.92 Uniform load (W1) D L Trib w1,1 (15 + 20) x 10 = 150 + 200 w1,2 (16 + ) x 1 = 16 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 W1 = 166 + 200 =0.366 klf Triangular load (W2) D L Trib ` w2,1 (0 +0) x 0 = 0 +0 w2,2 (0 +0) x 0 = 0 +0 w2,3 (0 +0) x 0 = 0 +0 w2,4 (0 +0) x 0 = 0 +0 w2,5 (0 +0) x 0 = 0 +0 W2 = 0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 X1 (ft) X2 (ft) P1 =0 + 0 =0.00 kips 0 5 Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 X3 (ft) X4 (ft) P2 =0 + 0 =0.00 kips 0 5 Shea R1= 0.915 kips R2= -0.915 kips Stress Ratio Vmax= 0.92 kips allow.=2.89 x 1 = 2.8875 kips OK .32 Flexure M= 1.14 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .53 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.066 + 0.000 + 0.000 +0.000 = 0.07 = L < L OK deflection:.20 905 180 0.06629 + 0 D (L Only)= 0.036224 + 0 + 0 +0 = 0.03622 = L L OK deflection:.14 1656 240 USE:1- 4X6 H1 3/14/25 12:00 AM shear: flexure: 24 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 3 ft Member= 4x6 = 19.25 in^2 S = 17.6 in^3 No. of members= 1 I = 48.5 in^4 CD= 1.25 E = 1,600,000 psi CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 3ft 0.55 0.55 Uniform load (W1) D L Trib w1,1 (15 + 20) x 10 = 150 + 200 w1,2 (16 + ) x 1 = 16 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 W1 = 166 + 200 =0.366 klf Triangular load (W2) D L Trib ` w2,1 (0 +0) x 0 = 0 +0 w2,2 (0 +0) x 0 = 0 +0 w2,3 (0 +0) x 0 = 0 +0 w2,4 (0 +0) x 0 = 0 +0 w2,5 (0 +0) x 0 = 0 +0 W2 = 0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 X1 (ft) X2 (ft) P1 =0 + 0 =0.00 kips 0 3 Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 X3 (ft) X4 (ft) P2 =0 + 0 =0.00 kips 0 3 Shea R1= 0.549 kips R2= -0.549 kips Stress Ratio Vmax= 0.55 kips allow.=2.89 x 1 = 2.8875 kips OK .19 Flexure M= 0.41 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .19 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.009 + 0.000 + 0.000 +0.000 = 0.01 = L < L OK deflection:.04 4190 180 0.008591 + 0 D (L Only)= 0.004695 + 0 + 0 +0 = 0.00469 = L L OK deflection:.03 7668 240 USE:1- 4X6 H2 3/14/25 12:00 AM shear: flexure: 25 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 5 ft Member= 4x6 = 19.25 in^2 S = 17.6 in^3 No. of members= 1 I = 48.5 in^4 CD= 1.25 E = 1,600,000 psi CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 5ft 0.46 0.46 Uniform load (W1) D L Trib w1,1 (15 + 20) x 3 = 45 + 60 w1,2 (16 + ) x 5 = 80 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 W1 = 125 + 60 =0.185 klf Triangular load (W2) D L Trib ` w2,1 (0 +0) x 0 = 0 +0 w2,2 (0 +0) x 0 = 0 +0 w2,3 (0 +0) x 0 = 0 +0 w2,4 (0 +0) x 0 = 0 +0 w2,5 (0 +0) x 0 = 0 +0 W2 = 0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 X1 (ft) X2 (ft) P1 =0 + 0 =0.00 kips 0 5 Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 X3 (ft) X4 (ft) P2 =0 + 0 =0.00 kips 0 5 Shea R1= 0.463 kips R2= -0.463 kips Stress Ratio Vmax= 0.46 kips allow.=2.89 x 1 = 2.8875 kips OK .16 Flexure M= 0.58 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .27 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.034 + 0.000 + 0.000 +0.000 = 0.03 = L < L OK deflection:.10 1791 180 0.033507 + 0 D (L Only)= 0.010867 + 0 + 0 +0 = 0.01087 = L L OK deflection:.04 5521 240 USE:1- 4X6 H3 3/14/25 12:00 AM shear: flexure: 26 CASTILLO ENGINEERING INC.Project 1702 S GARNSEY 1327 Loma Avenue Long Beach, CA 90804 Engr.Date:Job No.4-1228 Sheet Tag 194600 Beam 5 L = 3 ft Member= 4x6 = 19.25 in^2 S = 17.6 in^3 No. of members= 1 I = 48.5 in^4 CD= 1.25 E = 1,600,000 psi CF= 1.30 Va = 2.310 kips CV= 1.00 Ma = 1.323 k-ft Cr= 1.00 Total Load L/n= 180 Live Load L/n= 240 L= 3ft 0.28 0.28 Uniform load (W1) D L Trib w1,1 (15 + 20) x 3 = 45 + 60 w1,2 (16 + ) x 5 = 80 + 0 w1,3 ( + ) x 0 = 0 + 0 w1,4 ( + ) x 0 = 0 + 0 w1,5 ( + ) x 0 = 0 + 0 W1 = 125 + 60 =0.185 klf Triangular load (W2) D L Trib ` w2,1 (0 +0) x 0 = 0 +0 w2,2 (0 +0) x 0 = 0 +0 w2,3 (0 +0) x 0 = 0 +0 w2,4 (0 +0) x 0 = 0 +0 w2,5 (0 +0) x 0 = 0 +0 W2 = 0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 p1,1 (+) x 0 x 0 =0 + 0 p1,2 (+) x 0 x 0 =0 + 0 p1,3 (+) x 0 x 0 =0 + 0 p1,4 (+) x 0 x 0 =0 + 0 p1,5 (+) x 0 x 0 =0 + 0 X1 (ft) X2 (ft) P1 =0 + 0 =0.00 kips 0 3 Point Load (P2) D L Trib.1 Trib.2 p2,1 (+) x 0 x 0 =0 + 0 p2,2 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,4 (+) x 0 x 0 =0 + 0 p2,5 (+) x 0 x 0 =0 + 0 X3 (ft) X4 (ft) P2 =0 + 0 =0.00 kips 0 3 Shea R1= 0.278 kips R2= -0.278 kips Stress Ratio Vmax= 0.28 kips allow.=2.89 x 1 = 2.8875 kips OK .10 Flexure M= 0.21 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .10 Deflection D =D w1 + Dw2 + D p1 +Dp2 D (D+L)= 0.004 + 0.000 + 0.000 +0.000 = 0.00 = L < L OK deflection:.02 8290 180 0.004343 + 0 D (L Only)= 0.001408 + 0 + 0 +0 = 0.00141 = L L OK deflection:.01 25561 240 USE:1- 4X6 H4 3/14/25 12:00 AM shear: flexure: 27 F1=1.57K F2=2.18K F3=1.22K F1=1.57K F2=2.18K FOUNDATION PLAN CF1 CF1 28 CE Engineering Software v1.0 PROJECT: == TYPICAL SQUARE PAD FOOTING DESIGN TABLE == (2/99) Bar #Area (in2) Soil Bearing Pressure: Miscellaneous:3 0.11 q =1500 psf column footprint =4 in 4 0.20 qu = q x 1.6 =2400 psf steel spacing factor =10 5 0.31 (for selection of steel spacing vs. size only) 6 0.44 Material Strengths:7 0.60 concrete =2500 psi Notes:8 0.78 fy =60 ksi Assumes Pu = 1.6 (DL + LL)9 1.00 10 1.23 11 1.56 Mark: Size Thick Pmax Depth Mu a As As As min As (ft) -SQ. (in) (k) (in)act (k)all (k)OK?act (k)all (k)OK? (k-in) (in) (Req'd)(200/Fy)(.0018) Use USE: 2.0 12 5.40 8 0.7 16.3 Y 6.5 65.3 Y 18 0.05 0.04 0.96 0.52 0.52 3 # 4 2.5 12 8.44 8 2.3 20.4 Y 11.3 65.3 Y 38 0.08 0.09 1.20 0.65 0.65 4 # 4 3.0 12 12.15 8 4.3 24.5 Y 17.3 65.3 Y 69 0.13 0.16 1.44 0.78 0.78 4 # 4 3.5 12 16.5 8 6.9 28.6 Y 24.3 65.3 Y 114 0.18 0.27 1.68 0.91 0.91 5 # 4 4.0 12 21.6 8 10.1 32.6 Y 32.4 65.3 Y 174 0.24 0.41 1.92 1.04 1.04 6 # 4 4.5 12 27.3 8 13.8 36.7 Y 41.6 65.3 Y 253 0.31 0.60 2.16 1.17 1.17 4 # 5 5.0 12 33.8 8 18.0 40.8 Y 51.8 65.3 Y 353 0.39 0.84 2.40 1.30 1.30 5 # 5 5.5 12 40.8 8 22.8 44.9 Y 63.2 65.3 Y 476 0.49 1.14 2.64 1.43 1.51 5 # 5 6.0 15 47.3 11 24.2 67.3 Y 72.3 112.2 Y 607 0.41 1.04 3.60 1.94 1.94 7 # 5 ONE WAY SHEAR: TWO WAY SHEAR: C:\Users\mcast\Dropbox\CE-OFFICE\CE-ENGINEERING\CE-SOFTWARE-10-CBC\FOUNDATION\F-TYPICAL FOOTING1500 29 ARCHITECT CASTILLO ENGINEERING, INC.JOB 1702 S GARNSEY 1205 Pine Avenue, Suite 201, Long Beach, CA 90813 ENGR. MC DATE JOB NO. 24-1228 SHEET NO. CONTINUOUS FOOTINGS CF 1 LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + w = + =plf B=plf = ft psf USE: CF 2 E LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + w = + =plf B=plf = ft psf USE: CF 3 E LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + w = + =plf B=plf = ft psf USE: CF 4 LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + w = + =plf B=plf = ft psf USE: CF 5 LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + w = + =plf B=plf = ft psf USE: 740 0 740 0.49 1'-0" WIDE FTG.1500 280 160 WALL: 16 0 10 160 220 0 0 0 15 80 0FLOOR: LD 600 0.40 1500 820 1'-0" WIDE FTG. 600 160 0 120 WALL: 16 0 10 POOL 0 160 0 L 60 80 0 0 POOL 15 20 45 0 16 0 4 60 1'-0" WIDE FTG. 899 FLOOR: 0 0 FLOOR: WALL: D 0 1'-0" WIDE FTG. 0 0 0 3 260 260 0 0 339 899 0.60 1500 POOL 15 D L 20 1'-0" WIDE FTG.1500 629 224 0 629 0.42 269 60 14 144 195 WALL: 16 0 9 FLOOR: 0 0 ROOF: 0 0.63 D L 1315 20 0 1500 950 100 200 0 0 50 0 200 0 WALL: 10 14/03/2025 20 D L ROOF: FLOOR: 5 10 950 10 150 4015 0 F-CONTINUOUS FOOTINGS-1500.XLS 30 ARCHITECT CASTILLO ENGINEERING INC.JOB 1702 S GARNSEY 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC DATE JOB NO. 24-1228 SHEET NO. SPREAD FOOTINGS P1 =K P2 =K P3 =K P4 =K P TOTAL = K P ALLOW.= K USE:TYPE 1. P1 =K P2 =K P3 =K P4 =K P TOTAL = K P ALLOW.= K USE:TYPE 1. P1 =K P2 =K P3 =K P4 =K P TOTAL = K P ALLOW.= K USE:TYPE 1. P1 =K P2 =K P3 =K P4 =K P TOTAL = K P ALLOW.= K USE:TYPE 1. P1 =K P2 =K P3 =K P4 =K P TOTAL = K P ALLOW.= K USE:TYPE 1. 1.22 3.04 F3 0 3.04 0 0 0 0 2.18 3.04 0 0 0 0 0 F5 0 0 F4 0 0 3.04 0 F1 1.57 0 0 F2 1.22 14/03/2025 0 0 1.57 3.04 2.18 F-SPREAD FOOTINGS1500.xls 31 X1.1 Y1.1 X2.1 Y2.1 1RST LEVEL SHEARWALL PLAN Y3 = 1 . 3 0 9 x ( 6 . 5 / 1 . 5 ) =5 . 6 7 2 K I P S / 5 K N E E S =1 . 1 3 4 K I P S / K N E E Y2.1 A=3001 SFT P=305 FT Htp= 9FT 32 ASCE Hazards Report Address: 1702 S Garnsey St Santa Ana, California 92707 Standard:ASCE/SEI 7-22 Latitude:33.725055 Risk Category:II Longitude:-117.875101 Soil Class:Default Elevation:64.61954073252339 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph 300-year MRI 89 Vmph 700-year MRI 95 Vmph 1,700-year MRI 102 Vmph 3,000-year MRI 106 Vmph 10,000-year MRI 115 Vmph 100,000-year MRI 133 Vmph 1,000,000-year MRI 151 Vmph Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Thu Mar 13 2025 Page 1 of 5https://ascehazardtool.org/Thu Mar 13 2025 33 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds. Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2. Page 2 of 5https://ascehazardtool.org/Thu Mar 13 2025 34 PGA M : 0.66 SMS : 1.74 SM1 : 1.19 SDS : 1.16 SD1 : 0.8 T L : 8 SS : 1.47 S1 : 0.51 VS30 : 260 Seismic Design Category: D Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic DefaultSite Soil Class: Results: Page 3 of 5https://ascehazardtool.org/Thu Mar 13 2025 35 Data Accessed: Thu Mar 13 2025 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS. Page 4 of 5https://ascehazardtool.org/Thu Mar 13 2025 36 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. 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Page 5 of 5https://ascehazardtool.org/Thu Mar 13 2025 37 Castillo Engineering Inc.JOB :1702 S GARNSEY 1205 Pine Avenue, Suite 201 FG DATE JOB NO. 24-1228 SHEET NO. SEISMIC ANALYSIS WEIGHT Wroof = ( 15 s + 5.0 s ) x ft^2 = kips Wwall = 16 s x 9 ft /2 x ft = kips W2 = kips BASE SHEAR = x = x = kips lbs/sq ft 13/03/2025 VBASE ENGR. VBASE 0.16 13.360.16 82.0 (4.453) WTOTAL 82.0 60.0 305 22.0 3001 38 Castillo Engineering Inc.JOB: 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR:JOB NO. SHEET NO. SEISMIC BASE SHEAR (ASCE 7-22) Degrees Degrees (Table 20.2-1) R = (Table 12.2-1) SMS = S1 = SM1 = SDS = (2/3)SMS (11.4-3) = (2/3)x = SD1 = (2/3)SM1 (11.4-4) = (2/3)x = Ta =Ct hn x (12.8-7) =x 13 = V = Cs W VMIN = W VMIN = 0.5 S1 Ie W For S1 is equal to or greater than 0.6g = x x W = W [GOVERNS] VMAX = W =x W = W x V =W =x x W = x W = W [Strength Level] V = x W = W [Allowable Stress Design] 1702 S GARNSEY 24-1228 D 6.5 FG DATE: 13/03/2025 Latitude: Longitude: 33.725 -117.87 SITE CLASS: 0.133 1.74 1.19 0.793 0.02 0.75 1.74 0.51 1.19 1.160 0.7 0.16 0.233 0.91797 SDS Ie 0.793 1.00 0.133 6.5 SD1 Ie 6.5 T R 1.30.179 0.233 R 1.160 1.00 1.3 0.01 R 0.5 0.5100 1.00 6.5 0.039 39 ARCHITECT JOB 1702 S GARNSEY CASTILLO ENGINEERING, INC. 1205 PINE AVE ENGR. MC DATE:LONG BEACH CA JOB N 24-1228 SHEET NO. TAG:X1.1 ( 16.50 ft),X1.2 ( 0.00 ft) FORCE: SEISMIC GOVERNS F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E SDS : 1.16 SHEAR STRESS X1.1 :L1= ft v= lbs = plf X1.2 :L2=ft ft Ltotal=ft OVERTURNING height= 9.00 ft MOT=x x 9 =k-ft ROOF:psf x ft =plf h/w= 0.55 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 16.50 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4 x 4 POST w/H.D. height= 9.00 ft MOT= x x 9 = k-ft ROOF:psf x ft =plf h/w= ##### ########## WALL:psf x ft =plf w =plf Vallow= ##### ### ########### MR=x 0.00 ^2/2 =k-ft USE: TYPE ## SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. 16.50 SHEARWALL CALCULATIONS 2.50 16.50 2502 152 0 0.00 16.50 22.5 Tributary 16.50 WALL:X1.1 2.50 16.50 T= 22.5 19.60 0.90 HDU2 16 9 144 144 X1.2 2.50 0.00 NO 144 0.144 0.00 0.00 #¡DIV/0! Tallow= 16 9 144 0 3.08 Unit load WALL: Tributary 0.00 Tallow=0.00 T= 0 0.00 0.00 March 13, 2025 -1.00 0 16.50 15.50 0.144 19.60 Unit load 0 0 40 ARCHITECT JOB 1702 S GARNSEY CASTILLO ENGINEERING, INC. 1205 PINE AVE ENGR. MC DATE:LONG BEACH CA JOB N 24-1228 SHEET NO. TAG:X2.1 ( 5.00 ft),X2.2 ( 0.00 ft) FORCE: SEISMIC GOVERNS F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E SDS : 1.16 SHEAR STRESS X2.1 :L1= ft v= lbs = plf X2.2 :L2=ft ft Ltotal=ft OVERTURNING height= 9.00 ft MOT=x x 9 =k-ft ROOF:psf x ft =plf h/w= 1.80 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 5.00 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4 x 4 POST w/H.D. height= 9.00 ft MOT= x x 9 = k-ft ROOF:psf x ft =plf h/w= ##### ########## WALL:psf x ft =plf w =plf Vallow= ##### ### ########### MR=x 0.00 ^2/2 =k-ft USE: TYPE ## SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. 5.00 SHEARWALL CALCULATIONS 1.29 5.00 1293 259 0 0.00 5.00 11.6 Tributary 5.00 WALL:X2.1 1.29 5.00 T= 11.6 1.80 2.71 HDU2 16 9 144 144 X2.2 1.29 0.00 NO 144 0.144 0.00 0.00 #¡DIV/0! Tallow= 16 9 144 0 3.08 Unit load WALL: Tributary 0.00 Tallow=0.00 T= 0 0.00 0.00 March 13, 2025 -1.00 0 5.00 4.00 0.144 1.80 Unit load 0 0 41 ARCHITECT JOB 1702 S GARNSEY CASTILLO ENGINEERING, INC. 1205 PINE AVE ENGR. MC DATE:LONG BEACH CA JOB N 24-1228 SHEET NO. TAG:Y1.1 ( 8.75 ft),Y1.2 ( 0.00 ft) FORCE: SEISMIC GOVERNS F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E SDS : 1.16 SHEAR STRESS Y1.1 :L1= ft v= lbs = plf Y1.2 :L2=ft ft Ltotal=ft OVERTURNING height= 9.00 ft MOT=x x 9 =k-ft ROOF:psf x ft =plf h/w= 1.03 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 8.75 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4 x 4 POST w/H.D. height= 9.00 ft MOT= x x 9 = k-ft ROOF:psf x ft =plf h/w= ##### ########## WALL:psf x ft =plf w =plf Vallow= ##### ### ########### MR=x 0.00 ^2/2 =k-ft USE: TYPE ## SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. 8.75 SHEARWALL CALCULATIONS 2.59 8.75 2591 296 0 0.00 8.75 23.3 Tributary 8.75 WALL:Y1.1 2.59 8.75 T= 23.3 5.51 2.70 HDU2 16 9 144 144 Y1.2 2.59 0.00 NO 144 0.144 0.00 0.00 #¡DIV/0! Tallow= 16 9 144 0 3.08 Unit load WALL: Tributary 0.00 Tallow=0.00 T= 0 0.00 0.00 March 13, 2025 -1.00 0 8.75 7.75 0.144 5.51 Unit load 0 0 42 ARCHITECT JOB 1702 S GARNSEY CASTILLO ENGINEERING, INC. 1205 PINE AVE ENGR. MC DATE:LONG BEACH CA JOB N 24-1228 SHEET NO. TAG:Y2.1 ( 6.25 ft),Y2.2 ( 3.00 ft) FORCE: SEISMIC GOVERNS F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E SDS : 1.16 SHEAR STRESS Y2.1 :L1= ft v= lbs = plf Y2.2 :L2=ft ft Ltotal=ft OVERTURNING height= 9.00 ft MOT=x x 9 =k-ft ROOF:psf x ft =plf h/w= 1.44 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 6.25 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4 x 4 POST w/H.D. height= 9.00 ft MOT= x x 9 = k-ft ROOF:psf x ft =plf h/w= 3.00 2w/h factor=0.88 WALL:psf x ft =plf w =plf Vallow= 510 x 0.88 =PLF MR=x 3.00 ^2/2 =k-ft USE: TYPE 4 SHEARWALL - 0.44 x =kips kips OK USE:4 x 4 POST w/H.D. 9.25 SHEARWALL CALCULATIONS 3.09 6.25 3093 334 0 3.00 9.25 18.8 Tributary 9.25 WALL:Y2.1 3.09 6.25 T= 18.8 2.81 3.35 HDU4 16 9 144 144 Y2.2 3.09 3.00 HDU4 144 0.144 0.65 9.03 446 Tallow= 16 9 144 0 4.57 Unit load WALL: Tributary 9.03 Tallow=4.57 T= 0 0.65 4.37 March 13, 2025 2.00 0 9.25 5.25 0.144 2.81 Unit load 0 0 43 1702 S GARNSEY 24-1228 Grade Bolt Dia. (in)PC (lbs)PT (lbs)L (in)CD No. 2 1/2 14433 14433 16.97057 1.60 Input Fc = 1650 psi Ft = 575 psi θ = 45 in E = 1.134 k h = 8 ft b = 1 ft E'min = 928000 psi Output Column Stability Facto FcE = = 32446 Fc* = Fc*CD = 2640 c = 0.8 ac = FcE /Fc*= 12.290 Cp = = 0.983 Axial Capacit F'c = Fc*CD*CP = 2594.9 psi fc = PC /A = 311.2 psi fc <F'c Ok Net Section Tension (0.12) Anet = = 44.41 in2 F't = Ft*CD = 920 psi ft = PT /Anet = 325.0 psi ft <F't Ok (0.35) w/Bolts Member 4x4 Slenderness Factor KNEE BRACE MEMBER DESIGN USE:4x4 1/2 '' 44