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Home My WebLink About940 E Anahurst Pl & 2201 S Halladay - PlanGENERAL NOTES 1. CONTRACTOR SHALL STUDY THE DRAWINGS, SPECIFICATIONS AND FIELD CONDITIONS BEFORE COMMENCING WITH THE WORK INVOLVED. ANY DISCREPANCIES FOUND SHALL BE REPORTED TO THE OWNER IN WRITING FOR CORRECTIONS OR CLARIFICATION. 2. PROVIDE SHORING AT ALL TIMES WHEN ALTERING VERTICAL MEMBERS. CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS AND REPORT IN WRITING TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 3. THE AREA OF GLASS IN WINDOWS LIMITED TO 20% OF THE FLOOR ADDITION PLUS THE AREA OF ANY GLASS THAT WAS ELIMINATED IN THE ORIGINAL RESIDENCE WALL AREA WHERE THE NEW ADDITION IS ATTACHED. ALL NEW WINDOWS SHALL BE DUAL-GLAZED. 4. ALL WINDOWS ARE TO BE WEATHER STRIPPED. 5. SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPING ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM (CBC 310.9.1-4). 6. ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR AS REQUIRED FOR FORCED AIR UNIT. 7. UTILITY LINES AND ACCESSORIES FOUND AT THE SITE THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE RELOCATED AS NECESSARY. THE CONTRACTOR SHALL OBTAIN ANY BUILDING PERMIT REQUIRED. 8. ALL WOOD IN CONTACT WITH CONCRETE AND FOUNDATION SILLS SHALL BE PRESSURE TREATED. 9. PROVIDE CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 4" MINIMUM HEIGHT ABOVE GRADE. 10. WALLS CONTAINING 3" OR 4" DIAMETER DRAIN/WASTE/VENT PIPING SHALL BE SIZED TO ALLOW CUTTING/NOTCHING/BORING (2 X 6 MIN.). 11. CAULK/SEAL ALL PENETRATIONS TO TOP AND BOTTOM PLATES. 12. CAULK/SEAL ALL EXTERIOR BOTTOM PLATES. 13. INSULATION : WALLS R-15 / CEILING R-30 / FLOOR R-19 14. ALL EXTERIOR FINISH MATERIAL TO MATCH EXISTING IN TYPE AND COLOR. 15. ALL NEW ELECTRICAL WIRING SHALL BE COPPER. 16. PROVIDE SEPARATE INSPECTION FOR EACH PHASE OF EXTERIOR PLASTER AS FOLLOWS : SCRATCH COAT, BROWN COAT , COLOR COAT [ STAPLES ARE NOT PERMITTED FOR ATTACHING WIRE ]. 17. BUILDING PAPER TO BE USED # 60 FOR STUCCO THAT DOES NOT HAVE PLYWOOD BACKING. 18. DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE. 19. DISTANCE FROM FACE OF THE FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS (MINIMUM). 20. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. 21. THE INSULATION INSTALLER AND THE CONTRACTOR SHALL POST A SIGNED CERTIFICATE OF COMPLIANCE IN A CONSPICUOUS LOCATION IN THE BUILDING. THIS CERTIFICATE SHALL STATE THAT THE INSTALLATIONS AND MATERIALS CONFORM TO THE APPROPRIATE SECTIONS OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLES 20 AND 24 AND SHALL SPECIFY THE MANUFACTORE'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND WHEN LOOSE FILL IS INSTALLED, SHALL STATE THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURE'S LABELED DENSITY FOR THE DESIRED R-VALUE. 22. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THICK U.N.O., (SEE PLAN FOR SIZE). AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. 23. ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4" THICK. (SEE PLAN FOR SIZE). AT DOUBLE FRENCH DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR W/ TEMP. GL. 24. CONTRACTOR SHALL VERIFY WITH WINDOW MANUFACTURER THAT ALL ESCAPE OR RESCUE WINDOWS HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET, GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 FT. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20" AND THE BOTTOM OF THE CLEAR OPENING NO GREATER THAN 44" ABOVE THE FLOOR (C.R.C. R310.1). WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER. 25. DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MIN. SHEET METAL AND SHALL HAVE NO OPENING INTO GARAGE - PER SEC R302.5.2 26. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND AN OBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES.PULL BOXES,TRANSFORMERS, VAULTS,PUMPS,VALVES,METERS,APPURTENANCE ETC,) OR THE LOCATION OF THE HOOK UPS. 27. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHEATHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY.FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES 28. AN APPROVED SEISMIC GAS SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.(PER ORDINANCE170.156) (INCLUDES COMMERCIAL ADDITIONS AND IT WORK OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED. 29. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 30. WATER HEATER MUST BE STRAPPED TO WALL (SEC.5013 LAPC) 31. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDEDFOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS,REPAIRS,OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000) (R314.6.2) 32. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS,REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000) EXISTING DWELLING OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R3151.CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNITS FOR WHICH THE PERMIT WAS OBTAINED (R315 .2). 33. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMUNATION OF 6 FOOT -CANDLES OVER THE AREA OF THE ROOM, AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1) 34. THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE. GENERAL REQUIREMENTS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CBC,CRC,CMC,CPC, AND CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR AND HIS JURISDICTION. 2. SEPARATE PERMITS MAY BE REQUIRED FOR SHORING, GRADING, AND DEMOLITION. 3. ALL PROPERTY LINES,EASEMENTS,AND EXISTING BUILDINGS HAVE BEEN INDICATED ON THIS SITE PLAN. 4. A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA THAT SHALL BE INTALLED PRIOR TO EXCAVATION AND OR FOUNDATION TRENCHING. 5. WATER SHALL BE PROVIDED ON THE SITE AND USES TO CONTROL DUST. 6. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. 7. THE FINISH GRADE SHALL SLOPE A MIN. OF 5%,OR 6",TO A POINT 10 FEETFROM BUILDING FOUNDATION,OR TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES SHALL SLOPE A MINIMUM OF 2%. (CRC R401.3) 8. THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER A MINIMUM 12" OR PLUS 2 % (CRC R403.1.7.3) FIRE PROTECTION 1. AN APPROVED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEOING ROOM, AND EACH STORY AND BASEMENT FOR DWELLING WITH MORE THAN ONE STORY,SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF A ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL (R314). 2. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS.WITHIN WHICH FEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES,CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNITS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENT (R315) SCOPE OF WORK • EXISTING 400 SQ.FT. GARAGE + NEW 280 SQ.FT. ADD TO BE AN ADU / TOTAL: 680 SQ.FT. • LAUNDRY NEXT TO THE GARAGE WILL BE DEMOLISHED. • DEFERRED PROPERTY LINE FENCE SUBMITTAL ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES • 2022 CALIFORNIA RESIDENTIAL CODE • 2022 CALIFORNIA ELECTRICAL CODE INTERNATIONAL CODE COUNCIL • 2022 CALIFORNIA BUILDING CODE (C.B.C.) • 2022 CALIFORNIA BUILDING ENERGY STANDARDS • 2022 CALIFORNIA RESIDENTIAL CODE (C.R.C.) • ORANGE COUNTY FIRE AUTHORITY • 2022 CALIFORNIA MECHANICAL CODE • 2022 CALIFORNIA PLUMBING CODE • CITY MUNICIPAL CODE RESIDENTIAL GENERAL REQUIREMENTS CHECK LIST 1. CONCRETE STRENGHT: 2,500 p.s.i. PER 2022 CRC R404,1,2,3,1, @ 28 DAYS. USE TYPE II OR V CEMENT. SPECIAL INSPECTION IS NOT REQ'D. 2. STEEL REINFORCEMENT: GRADE 60, DEFORMED. PER CRC R404.1.2.3.7.1 3. ANCHOR BOLTS: A-307. 4. LUMBER: USE DOUGLAS FIR, LARCH No. 2 OR BETTER UNLESS OTHERWISE NOCOTED ON FRAMING PLANS. 5. USE 2-15# FELT BACKING WHEN STUCCO IS APPLIED OVER PLYWOOD, UBC SEC. 2501.4. 6. ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES INCLUDING LOCAL AMENDMENTS. RESIDENTIAL GENERAL REQUIREMENTS CHECK LIST 1. THE FOLLOWING IS INTENDED AS AN ATTACHMENT FOR CONSTRUCTION AND GRADING PLANS AND REPRESENT THE MINIMUM STANDARDS OF HOUSEKEEPING WHICH MUST BE IMPLEMENTED ON ALL CONSTRUCTION SITESREGARDLESS OF SIZE. 2. ERODED SEDIMENTS AND OTHE POLLUTANTSMUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND. 3. STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE RETAINED ON SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, AREA DRAINS, NATURAL DRAINAGE OR WIND. 4. FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO PROTECTED FROM THE WEATHER. SPILLS MUST BE CLAENED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM. 5. EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO HE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIAN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DIPOSED OF AS SOLID WASTE 6. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 7. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 8. ANY SLOPES WITH DISTURBED SOILSOR DENUDED OF VEGITATION MUST BE STABILIZED SO AS TO INHIBIT EROSIOP EROSION BY WIND AND WATER. Property Information Assessor's ID No:016-105-18 Address:2201 HALLADAY ST STA ANA, CA 92707 Property Type:Single Family Residential Lot Area:6,842 sq.ft. Property Boundary Description N-TRACT: 668 BLOCK: R LOT: 1 Building Description Square Footage: 1,661 Year Build / Effective Year Built: 1901 / 1901 Bedrooms / Bathrooms 3 / 1 Units 1 PROPERTY INFORMATION VICINITY MAP Lot Area 6,842 sq.ft. Existing SFD 1,661 sq.ft. Ex. Garage to be an ADU 400 sq.ft. New ADD to garage 280 sq.ft. Ex. Porch 85 sq.ft. Total square footage: SFD + ADU 1,661 sq.ft. 680 sq.ft. = 2,341 sq.ft. Ratio = 680 sq.ft. / 1,661 sq.ft. = 40.93 % Lot Coverage = 2,426 sq.ft./6,842 sq.ft.= 35.45 % Occupancy Group: R-3 Construction Type: V-B Number of stories: One Fire Sprinklers (E) house: None exists Fire Sprinklers (N) ADU: None proposed SQUARE FOOTAGE INDEX PLAN DESCRIPTION 00-G-01 PROJECT INFO 00-G-01 .1 PROPOSED SITE 01-A-01 EXISTING SITE PLAN & EXISTING FLOOR PLAN-MAIN HOUSE 01-A-02 EXISTING ROOF PLAN-MAIN HOUSE & EXISTING ELEVATIONS-MAIN HOUSE 01-A-03 EXISTING FLOOR&ROOF PLAN, PROPOSED FLOOR&ROOF PLAN 01-A-04 PROPOSED UTILITY FLOOR PLAN / ISOMETRIC VIEW 01-A-05 ELEVATIONS & SECTIONS 01-A-06 PHOTOGRAPHS OF EXISTING SITE CONDITIONS 02-S1.0 STRUCTURAL NOTES 02-S1.1 TYPICAL DETAILS 02-S1.2 TYPICAL DETAILS 02-S1.3 TYPICAL DETAILS 02-S2.0 FOUNDATION PLAN 02-S2.1 ROOF FRAMING PLAN 02-S3.0 FOUNDATION DETAILS 02-S5.0 ROOF FRAMING DETAILS 03-G-01 GREEN CODE 03-G-02 GREEN CODE 03-G-03 TITLE 24 REPORT 03-G-04 TITLE 24 REPORT 05-E-01 GENERAL NOTES Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 00-G-01 PROJECT INFO 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Lucas - EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 No. Description Date 1 Revisión 1 Fecha 1 CITY NOTES: BUILDING SECURITY REGULATIONS: FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE- MONTH PERIOD EXCEED FIFTY (50%) PERCENT OF THE VALUE OF ANY EXIS TING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. BLDG # 101120172-73 APPROVALS BLDG - CSG Consultants PLNG - HJacinto POLICE - BMartin 940 E Anahurst Pl & 2201 S Halladay11/25/2024 N 13 ' - 1 " 9' - 0 " 1' - 1 0 " 12 ' - 7 " 1' - 1 1 " 11 ' - 2 " 52 ' - 6 " 13' - 3"4' - 0" 18' - 6" 12' - 3" 7' - 2 " 11 ' - 3 " 12 ' - 6 " 13 ' - 9 " 46 ' - 7 " 16' - 0"14' - 3" 31' - 6" Ex. Room #3 Ex. Master Bathroom Ex. CL Ex. CL Ex. Hallway Ex. Kitchen Ex. Dining Room Ex. Room #2 Ex. Room #1 Ex. Closet Ex. Living Room Ex.Patio Cover (To be demolished under a separate permit) Ex. Closet Ex. Pantry W.H. Ex. Bathroom EX . 5 ' x 5 ' S L I D I N G W I N D . EX . 5 ' x 5 ' S L I D I N G W I N D . EX. 5'x6' SLIDING WIND.EX. 4'x6' SINGLE HUNG WIND. EX. 2.5'x4' SINGLE HUNG WIND. EX . 4 ' x 3 ' S L I D I N G W I N D . EX . 6 ' x 4 ' S L I D I N G W I N D . EX . 6 ' x 4 ' S L I D I N G W I N D . EX . 8 ' -4" x 4 ' S L I D I N G W I N D . EX. 2'x5' SINGLE HUNG WIND. EX. 2'x5' SINGLE HUNG WIND. Ex. Water Heater 40 Gals. Model No. XG40T09EN38U0 Ex. Porch 4' - 9 " 22' - 7" NEW LAUNDRY LOCATION UNDER A SEPARATE PERMIT SUBMITTED. EX. WALL TO REMAIN WALL SCHEDULE EX. 1,661 SQ.FT. SFD (NO SPRINKLERS) EX . D R I V E W A Y AP P R O A C H N EX. LANDSCAPE EX. WALKWAY EX. DRIVEWAY EX. CONCRETE PROPERTY LINE 50' S HALLADAY ST. 7' - 0"31' - 6"6' - 0"5' - 6" 13 ' - 6 " PROPERTY LINE 50' PR O P E R T Y L I N E 1 3 6 ' -10 " PR O P E R T Y L I N E 1 3 6 ' -10 " EX. LANDSCAPE EX. LANDSCAPE 2% MIN SLOPE 2% MIN SLOPE 2% MIN SLOPE 2% MIN SLOPE 5% MIN SLOPE EX. GAS METER Ex. ELEC. PANEL Sidewalk EX. WATER METER Si d e w a l k EX. 400 S.F. GARAGE (NO SPRINKLERS) 30 ' - 0 " 39 ' - 0 " 13 ' - 6 " 29 ' - 4 " 20 ' - 0 " STREET C.L. 30' TO 2% MIN SLOPE 2% MIN SLOPE 5% MIN SLOPE 5% MIN SLOPE 5% M I N SL O P E 5% M I N SL O P E 4:12 4:12 4:12 4:12 4:12 Easement 5' - 0" 12' - 0"20' - 0"18' - 0" EX. PATIO COVER PROPERTY LINE 50'Block/Iron Fence h= 4'-0"Block/Iron Fence h= 4'-0" Bl o c k / I r o n F e n c e h = 4 ' -0" Bl o c k / I r o n F e n c e h = 4 ' -0" Bl o c k / I r o n F e n c e h = 4 ' -0" Bl o c k / I r o n F e n c e h = 5 ' -0" Ir o n G a t e h = 5 ' -0" EX. LAUNDRY TO BE DEMOLISH EX. COVERED PATIO W/PERMIT EX. CANOPY REMOVABLE Easement E A N A H U R S T P L . NEW GAS METER NEW ELEC. PANEL 100 AMP NEW ELEC. PANEL 100 AMP Setback 9' - 7" 5' - 0" Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 01-A-01 EXISTING SITE PLAN & EXISTING FLOOR PLAN-MAIN HOUSE 0001 940 E ANAHURST PL, STA. ANA, CA 92707 02-28-2024 Lucas - EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 1/4" = 1'-0" Existing Floor Plan Main House2 1/8" = 1'-0" Existing Site Plan1 No. Description Date 1 Revisión 1 Fecha 1 940 E Anahurst Pl & 2201 S Halladay11/25/2024 14 ' - 5 " EX. WOOD SIDING EX. WOOD SIDING EX. STUCCO EX. STUCCO 13 ' - 1 0 " 14 ' - 5 " EX. STUCCO EX. STUCCO EX. STUCCO 13 ' - 1 0 " 14 ' - 5 " EX. WOOD SIDING EX. STUCCO EX. STUCCO EX. STUCCO EX. STUCCO 13 ' - 1 0 " 14 ' - 5 " EX. STUCCO EX. STUCCO EX. STUCCO EX. STUCCO EX. ROOF FRAMING AND FINISHES TO REMAIN 2% S l o p e 4:12 4:12 4: 1 2 4: 1 2 4:12 4:12 2% S l o p e 28' - 6" 5' - 0" 1' - 0 " 16' - 0" 15 ' - 0 " 11' - 3" 6' - 1 1 " N PATIO COVER 53 ' - 6 " 1' - 0" 21' - 1" 12 ' - 0 " 4' - 0" 6' - 7 " 4: 1 2 4:12 4: 1 2 4:124:12 4: 1 2 4:12 4:12 4:12 4: 1 2 4: 1 2 4:12 4' - 0 " 14 ' - 0 " 7' - 0 " 3' - 11" 4:12 4: 1 2 4:12 4: 1 2 Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 01-A-02 EXISTING ROOF PLAN-MAIN HOUSE & EXISTING ELEVATIONS-MAIN HOUSE 0001 940 E ANAHURST PL, STA. ANA, CA 92707 02-28-2024 Lucas - EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 1/4" = 1'-0" West Elevation Main House2 1/4" = 1'-0" North Elevation Main House5 1/4" = 1'-0" South Elevation Main House3 1/4" = 1'-0" East Elevation Main House4 1/4" = 1'-0" Existing Roof Main House1 No. Description Date 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Ex. Garage N Ex. Garage Door to be removed SAW CUT EXISTING CONCRETE 12" WIDE BREAK AND DEMO 20' - 0" 20 ' - 0 " 20' - 0" 20 ' - 0 " EX. HIP ROOF FRAMING TO REMAIN 4: 1 2 4: 1 2 4:124:12 22' - 0" 22 ' - 0 " 1' - 0" 1' - 0 " 1' - 0" 1' - 0 " N.Landing 3' x 4' 5 01-A-05 6 01-A-05 N 01-A-05 3 01-A-05201-A-05 4 01-A-05 1 Landing 7 3/4" max. below threshold Bedroom Bedroom CL CL Bathroom Kitchen/Dining Living space W D 15" min 15" min 30" MIN ø 3' - 0" New 22"x30" Attic Access A B B B C C D 12 3 3 6' - 5"8' - 7" 6' - 0 " 8' - 0 " 6' - 0 " 12 ' - 6 " 7' - 6 " 16' - 9"3' - 3"2' - 5"11' - 7" 34' - 0" 10 ' - 3 " 9' - 1 0 " 13' - 7"6' - 5"2' - 5"11' - 7" 20 ' - 0 " Mini Split condenser W.H. 6' - 5 " 4 1 01-A-04 Tempered Glass Tempered Glass EG R E S S W I N D O W EG R E S S W I N D O W SPACE MIN. 2.5' X 2.5' X 7' TALL FOR HPWH EX. WALL TO REMAIN EX. WALL TO BE DEMO WALL SCHEDULE NEW WALL 1-HR RATED/ SOUND RATED (STC-50) 6' - 8 " 2 2'-0"W x 2'-0"H SLIDING WINDOW VINY. YES MARK SIZE TYPE FRAME WINDOW SCHEDULE NOTES: 1.BEDROOM EGRESS WINDOWS HAVE A MINIMUM CLEAR OPENING AREA OF 5.7 sf. ABOVE THE GRADE FLOOR AND 5 SQ.FT. ON THE GRADE FLOOR, A MIN. NET HEIGHT OF 24" AND MIN. NET WIDTH OF 20", AND SILL HEIGHT NOT MORE THAN 44" MAX. ABOVE FINISH FLOOR. 2.THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS AND SKYLIGHTS (INCL. TUBULAR) MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED. 3.SHOWER AND TUB ENCLOSURES SHALL BE TEMPERED (CBC 2406.4) WINDOWS AT SHOWERS AND TUBS SHALL BE TEMPERED. F.F. 4'-0"W x 3'-0"H SLIDING WINDOW VINY. YES SCREEN 1 2 QTY. 1 1 2' - 0" 2' - 0 " 1 4' - 0" 3' - 0 " 4' - 0 " 4' - 0" 3 2 3 4'-0"W x 4'-0"H SLIDING WINDOW VINY. YES 6'-0"W x 4'-0"H SLIDING WINDOW VINY. YES41 6' - 0" 4 TEMPERED GLASS TEMPERED GLASS U-FACTOR SHGC 0.29 0.22 0.29 0.22 0.29 0.22 0.29 0.22 A B A 3'-0" W X 6'-8" H 1 3/8" EXT. SOLID CORE DOOR WOOD WOOD B 2'-8" W X 6'-8" H 1 3/8" INT. HOLLOW CORE DOOR WOOD WOOD MARK OPENING SIZE TICK DOOR TYPE SCREEN FRAME DOOR SCHEDULE F.F. QTY. 1 3 C 5'-0" W X 6'-8" H 1 3/8" DOUBLE SLIDING CLOSET DOOR WOOD WOOD2 C 6' - 8 " 3' - 0" D D1 5'-3" W X 6'-8" H 1 3/8"DOUBLE FOLDING DOOR WOOD WOOD 5' - 0"2' - 8"5' - 3" EX. HIP ROOF FRAMING TO REMAIN 4: 1 2 4: 1 2 4:12 22 ' - 0 " 4:12 4: 1 2 4: 1 2 NEW HIP ROOF FRAMING TO MATCH EXISTING COMPOSITION SHINGLES OVER #15 FELT CLASS "A" (TYP) CERTAINTED OR SIMILAR ESR-1389, 3537 ICC-ES EX. GARAGE 22' - 0" NEW ADD 14' - 0" 36' - 0" 1' - 0 " 1' - 0" 1' - 0 " 1' - 0" 4: 1 2 4: 1 2 ALL SHINGLES TO MATCH THE MAIN HOUSE 2 01-A-04 2 01-A-04 SEE ATTIC VENT CALCULATION VENT FOR ADD PROVIDE 1 SQ. IN. OF VENTILATION PER 150 SQ. IN. OF ATTIC SPACE. PROVIDE THAT 50% OF THE REQ. VENTILATION AREA IS PROVIDED BY VENTILATORS IN THE UPPER PORTION OF THE ATTIC, (HIGH VENTING) AT 3'-0" ABOVE EAVE VENT WITH THE BALANCE BEING PROVIDED BY EAVE VENTS, (LOW VENTING) PER I.R.C. R806, (U.B.C. 1505.3). ATTIC VENT CALCULATION ZONE VENTILATION REQUIRED: SQ. FT. / 150 =SQ. FT.2300ATTIC AREA X 144 =SQ. IN.288 VENTILATION PROVIDED: 72 SQ. IN. EA. =410 SQ. IN.0 SQ. IN.O HAGIN 147 SQ. IN. EA. =-GABLE LOUVER VENT TOTAL VENTILATION PROVIDED:SQ. IN.288 Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 01-A-03 EXISTING FLOOR&ROOF PLAN, PROPOSED FLOOR&ROOF PLAN 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Autor Verificador EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 ARCHITECTURAL NOTES 1.PROVIDE 72" HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT. 2.SIZE OF SHOWER STALL TO COMPLY WITH CPC 412.7, 1024 SQ. IN. MINIMUM INTERIOR AND ENCOMPASSING 30" CIRCLE. DOOR SHALL SWING TO THE OUTSIDE. 3.LOW FLOW TOILETS (1.28 GALLON/FLUSH) -SHOWERHEADS (1.8 GPM @ 80 PSI) -LAVATORY FAUCETS (1.2 GPM @ 60 PSI) 4.PROVIDE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE FOR SHOWERS AND TUB SHOWERS. 5.PROVIDE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. 6.DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE. 7.CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITED TO 14 FEET WITH 2 ELBOWS FROM THE CLOTHES DRYER TO POINT OF TERMINATION REDUCE THIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF 2. 8.UNIT SKYLIGHTS SHALL BE LABELED BY L.A CITY APPROVED LABELING AGENCY.SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 10. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE UPDATED FOR LOW WATER CONSUMPTION. 11. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND OR ADDITIONAL EXPENSES. 12. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. 13. NEW OR REPLACEMENT WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4" ABOVE THE CONTROLS.(P.C.510.5) LOW IN EXCESS OF 2. 14.PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3). 15. KITCHEN SINK LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). 16. BATHTUB AND SHOWER FLOORS, WALL ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6' ABOVE THE FLOOR (R307.2). 17. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BR PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6' CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. (R303.1) 18. A COPY OF THE EVALUATION REPORT AND/ OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 19. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMP' OF 68°F AT A POINT 3' ABOVE THE FLOOR AND 2' FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. 20.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 21. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET,MEASURED FROM GRADE,AT EXTERIOR WALLS AND DOORS .EXCEPTION:MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 DAYS OF THE GRAFFITI BEING APPLIED.(6306) UTILITY NOTES 1 ALL BRANCH CIRCUTS SUPPLYING RECEPTACLES SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER (AFCI) 2.ALL 120-VOLT, SINGLE PAHSE 15 AND 20 AMP BRANCH CIRCUIT SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS OR SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210.12 (A)(1). AT KITCHEN COUNTER SPACE, RECEPTACLES SHALL BE INDICATED AS COMBINATION AFCDI/GFCI. 3.TAMPER RESISTANT RECEPTACLES IN ALL AREAS SPECIFIED IN SECTION 210.52 ALL 125-VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 4.NEW BOXES USED AT LUMINAIRES OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE REQUIRED TO SUPPORT A LUMINAIRIE WEIGHING A MINIMUM OF 50 LB. BOXES USED AT LUMINARIE OUTLETS IN WALL SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON THE INTERIOR INDICATING THE MAXIMUM WEIGHT OF LUMINAIRE PERMITTED, IF OTHER THAN 50 LBS. OUTLET BOXES OR SYSTEMS USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE LISTED AND MARKED BY THE MANUFACTURE AS SUITABLE FOR THIS PURPOSE. (314.27 CEC) 5.ALL LEAD LUMINAIRES ARE REQUIRED TO BE CONTROLLED BY NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SSL-7A-COMPLIANT DIMMER UNLESS THEY ARE CONTROLLED BY A VACANCY SENSOR OR AN OCCUPANCY SENSOR. THE COMBINED USE OF NEMA SSL-7A-COMPLIANT DIMMER WITH LED LUMINAIRES CAN ENSURE FLICKER FREE OPERATION WHEN THE LUMINAIRE IS DIMMED. (2019 RESIDENTIAL COMPLIANCE MANUAL 6.3.1(G) 6.IN BATHROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THIS SPACES MUST BE CONTROLLED BY AN OCCUPANT SENSOR OR A VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. IF A OCCUPANT SENSOR IS INSTALLED, IT MUST BE INITIALLY CONFIGURED TO MANUAL-ON OPERATION USING THE MANUAL CONTROL REQUIRED UNDER SECTION 150.0(k)2C. ADDITIONAL NOTES 1.PROVIDE A MINIMUM OF (2) 20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. CEC 210-52(B) (2) 2.PROVIDE A MINIMUM OF (1) 20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTCOHER OUTLETS. CEC 210-23(A). 3.A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM CEC 210-23 4.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 5.OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDING ON THE SAME LOT, MUST MEET THE REQUIREMENT IN ITEM 150.0(K)3AI (ON AND OFF SWITCH) AND THE REQUIREMENTS IN EITHER ITEM 150.0(K)3AII (PHOTOCELL AND MOTION SENSOR) OR ITEM 150.0(K)3AIII (PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR EMCS 6.ALL LIMINAIRES SHALL BE HIGH EFFICACY -PER SECTION 150.0(K)1A. 7.CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC 210-23(A). ADDITIONAL NOTES: 1. HABITABLE SPACES SHALL HAVE CEILING HEIGHT OF NO LESS THAN 7'-6". KITCHENS, LAUNDRY ROOM, CORRIDORS AND BATHROOMS SHALL HAVE CEILING HEIGHT NOT LESS THAN 7'. 2. PROVIDE 1 ESCAPE WINDOW IN EACH BEDROOM MEETING ALL OF THE FOLLOWING: AN OPENABLE AREA NOT LESS THAN 5.7 SQ.FT. MIN. CLEAR 24" HEIGHT AND 20" WIDTH AND SILL NOT OVER 44" ABOVE FLOOR 3. SHOWER WALLS MUST BE FINISHED TO A HEIGHT OF 72" ABOVE DRAIN W/ MOISTURE RESISTIVE TILE OR APPROVED EQUAL 4. MAX. FLOW RATE STANDARDS SET BY THE CALIFORNIA ENERGY COMMISION: F.SHOWER HEADS: 1.8 GPM @ 80 PSI G.LAVATORY FAUCETS: 1.2 GPM @ 60 PSI H.KITCHEN FAUCETS: 1.8 GPM @ 60 PSI I.WATER CLOSET: 1.28 GALLONS PER FLUSH 5. EXTERIOR WALLS WITHIN 3 FEET OF PROPERTY LINE (SPRINKLERS) OR 5 FEET OF PROPERTY LINE (WITHOUT SPRINKLERS) REQUIRE 1-HOUR FIRE RATING FOR EXPOSURE TO BOTH SIDES 6. PROJECTIONS: -PROHIBITED WITHIN 2 FEET OF PROPERTY LINE -1-HOUR FIRE RATING ON THE UNDERSIDE WITHIN 3FT OF PROPERTY LINE (SPRINKLERS) -1-HOUR FIRE RATING ON THE UNDERSIDE WITHIN 5FT OF PROPERTY LINE (WITHOUT SPRINKLERS) 7. OPENINGS: -PROHIBITED WITHIN 3FT OF PROPERTY LINE -MAXIMUM 25% OF WALL AREA WITHIN 5 FEET OF PROPERTY LINE (WITHOUT SPRINKLERS) 8. PENETRATIONS: -1-HOUR FIRE-RATED PENETRATIONS OF WALLS WITHIN 3FT OF PROPERTY LINE (SPRINKLERS) -1-HOUR FIRE-RATED PENETRATIONS OF WALLS WITHIN 5FT OF PROPERTY LINE (WITHOUT SPRINKLERS) 1/4" = 1'-0" Existing Floor Plan 21 1/4" = 1'-0" Existing Roof Plan 22 1/4" = 1'-0" Proposed 1st Floor Plan3 1/4" = 1'-0" Window Schedule ADU 1/4" = 1'-0" Door Schedule ADU 1/4" = 1'-0" Proposed Roof Plan4 No. Description Date 1 Revisión 1 Fecha 1 OPENING SIZE ANALYSIS 1HR FIRE RATED WALL AREA = 20' X 8' = 160 SQ.FT. 160 SQ.FT. X 25% = 40 SQ.FT. WINDOW AREA = 4' X 4' = 16 SQ.FT. 16 SQ.FT. X 2 = 32 SQ.FT. ...OK 940 E Anahurst Pl & 2201 S Halladay11/25/2024 SDCM LED LED LED SD SD LED LED LED LED W. LED LED EXHAUST DUCT MUST BE TERMINATED NOT LESS THAN 3 FT FROM OPERABLE WINDOW/DOOR OPENINGS EXHAUST SYSTEM MIN. 280 CFM RATED SOUND: NOT MORE THAN 3 SONES EXHAUST FAN WITH FAN SOUND LEVEL NOT TO EXCEED 3 SONE / SPACE MIN. 2.5' X 2.5' X 7' TALL FOR HPWH DEDICATED 125V 20A RECEPTACLE CONNECTED TO THE ELECTRICAL PANEL WITH A 120/240 VOLT 3 CONDUCTOR 10 AWG COPPER BRANCH CIRCUIT. TYPE 2 SURGE PROTECTION DEVICE ELEC. PANEL 100 AMP NOTE: NEW UTILITIES FOR ADU SWITCH ON DIMMER SWITCH ON VACANCY SENSOR RECESSED LED LIGHT WET LOCATION APPROVED RECESSED LED WALL MOUNTED LED LIGHT FIXTURE INT/EXT DUPLEX OUTLET (AFCI) GFIC DUPLEX OUTLET (GFCI & AFCI DUPLEX @ KIT & LAU) EXTERIOR WATER PROOF GFIC DUPLEX OUTLET MINI SPLIT NEW ELECTRICAL TANKLESS WATER HEATER (200,000 BTU) BATHROOM EXHAUST INTAKE FAN. 50 CFM MIN. WITH HUMIDY CONTROL SENSOR DUCTED TO TERMMINATE OUTSIDE THE BUILDING / 280 CFM MIN AT KITCHEN UTILITY LEGEND W LED LED ELECTRICAL PANEL 100 A. Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 01-A-04 PROPOSED UTILITY FLOOR PLAN / ISOMETRIC VIEW 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Autor Verificador EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 ARCHITECTURAL NOTES 1.PROVIDE 72" HIGH NON ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT. 2.SIZE OF SHOWER STALL TO COMPLY WITH CPC 412.7, 1024 SQ. IN. MINIMUM INTERIOR AND ENCOMPASSING 30" CIRCLE. DOOR SHALL SWING TO THE OUTSIDE. 3.LOW FLOW TOILETS (1.28 GALLON/FLUSH) - SHOWERHEADS (1.8 GPM @ 80 PSI) -FAUCETS (1.2 GPM @ 60 PSI) 4.PROVIDE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE FOR SHOWERS AND TUB SHOWERS. 5.PROVIDE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS. 6.DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE. 7.CLOTHES DRYER MOISTURE EXHAUST DUCT IS LIMITED TO 14 FEET WITH 2 ELBOWS FROM THE CLOTHES DRYER TO POINT OF TERMINATION REDUCE THIS LENGTH BY 2 FEET FOR EVERY ELBOW IN EXCESS OF 2. 8.UNIT SKYLIGHTS SHALL BE LABELED BY L.A CITY APPROVED LABELING AGENCY.SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 10. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE UPDATED FOR LOW WATER CONSUMPTION. 11. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND OR ADDITIONAL EXPENSES. 12. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. 13. NEW OR REPLACEMENT WATER HEATERS SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER 1/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL BE A MINIMUM OF 4" ABOVE THE CONTROLS.(P.C.510.5) LOW IN EXCESS OF 2. 14.PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3). 15. KITCHEN SINK LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY (R306.4). 16. BATHTUB AND SHOWER FLOORS, WALL ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6' ABOVE THE FLOOR (R307.2). 17. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BR PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6' CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. (R303.1) 18. A COPY OF THE EVALUATION REPORT AND/ OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 19. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMP' OF 68°F AT A POINT 3' ABOVE THE FLOOR AND 2' FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. 20.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE.PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 21. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET,MEASURED FROM GRADE,AT EXTERIOR WALLS AND DOORS .EXCEPTION:MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 DAYS OF THE GRAFFITI BEING APPLIED.(6306) UTILITY NOTES 1 ALL BRANCH CIRCUTS SUPPLYING RECEPTACLES SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER (AFCI) 2.ALL 120-VOLT, SINGLE PAHSE 15 AND 20 AMP BRANCH CIRCUIT SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS OR SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210.12 (A)(1). AT KITCHEN COUNTER SPACE, RECEPTACLES SHALL BE INDICATED AS COMBINATION AFCDI/GFCI. 3.TAMPER RESISTANT RECEPTACLES IN ALL AREAS SPECIFIED IN SECTION 210.52 ALL 125-VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 4.NEW BOXES USED AT LUMINAIRES OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE REQUIRED TO SUPPORT A LUMINAIRIE WEIGHING A MINIMUM OF 50 LB. BOXES USED AT LUMINARIE OUTLETS IN WALL SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON THE INTERIOR INDICATING THE MAXIMUM WEIGHT OF LUMINAIRE PERMITTED, IF OTHER THAN 50 LBS. OUTLET BOXES OR SYSTEMS USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE LISTED AND MARKED BY THE MANUFACTURE AS SUITABLE FOR THIS PURPOSE. (314.27 CEC) 5.ALL LEAD LUMINAIRES ARE REQUIRED TO BE CONTROLLED BY NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SSL-7A-COMPLIANT DIMMER UNLESS THEY ARE CONTROLLED BY A VACANCY SENSOR OR AN OCCUPANCY SENSOR. THE COMBINED USE OF NEMA SSL-7A-COMPLIANT DIMMER WITH LED LUMINAIRES CAN ENSURE FLICKER FREE OPERATION WHEN THE LUMINAIRE IS DIMMED. (2019 RESIDENTIAL COMPLIANCE MANUAL 6.3.1(G) 6.IN BATHROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THIS SPACES MUST BE CONTROLLED BY AN OCCUPANT SENSOR OR A VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. IF A OCCUPANT SENSOR IS INSTALLED, IT MUST BE INITIALLY CONFIGURED TO MANUAL-ON OPERATION USING THE MANUAL CONTROL REQUIRED UNDER SECTION 150.0(k)2C. ADDITIONAL NOTES 1.PROVIDE A MINIMUM OF (2) 20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. CEC 210-52(B) (2) 2.PROVIDE A MINIMUM OF (1) 20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTCOHER OUTLETS. CEC 210-23(A). 3.A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM CEC 210-23 4.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 5.OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDING ON THE SAME LOT, MUST MEET THE REQUIREMENT IN ITEM 150.0(K)3AI (ON AND OFF SWITCH) AND THE REQUIREMENTS IN EITHER ITEM 150.0(K)3AII (PHOTOCELL AND MOTION SENSOR) OR ITEM 150.0(K)3AIII (PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR EMCS 6.ALL LIMINAIRES SHALL BE HIGH EFFICACY -PER SECTION 150.0(K)1A. 7.CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC 210-23(A). 1/4" = 1'-0" Utility 1st Floor Plan (For reference only)2 Isometric View ADU4 INDOOR LIGHTING CONTROLS A) ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS. B) UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. C) LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL- MOUNTED DIMMING CONTROLS. No. Description Date 1 Revisión 1 Fecha 1 1 1HR RATED WALL -2 1HR RATED -UNDER EAVE . AIR QUALITY FAN 45 CFM WHERE WHOLE HOUSE FANS ARE USED IN BATHROOM AREAS, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO A HUMIDITY CONTROL SENSOR. TYPICAL DETAIL / DRYER DUCT UTILITY REQUIREMENTS -ENVIRONMENTAL AIR DUCTS SHALL TERMINATE MIN. 3 FEET FROM PROPERTY LINE OR OPENINGS INTO BUILDING, AND 10 FEET FROM A FORCED AIR INLET. (CMC 502.2.1) -MECHANICAL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURE’S INSTALLATION INSTRUCTIONS. (CMC 303.1) -DOMESTIC RANGE VENTS TO BE SMOOTH METALLIC INTERIOR SURFACE. (CMC 504.3) -SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MINIMUM OF R-6. (CAL ENERGY CODE TABLE 150.1-A.) -ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. (CPC 603.5.7) ADDITIONAL NOTES: 1. HABITABLE SPACES SHALL HAVE CEILING HEIGHT OF NO LESS THAN 7'-6". KITCHENS, LAUNDRY ROOM, CORRIDORS AND BATHROOMS SHALL HAVE CEILING HEIGHT NOT LESS THAN 7'. 2. PROVIDE 1 ESCAPE WINDOW IN EACH BEDROOM MEETING ALL OF THE FOLLOWING: AN OPENABLE AREA NOT LESS THAN 5.7 SQ.FT. MIN. CLEAR 24" HEIGHT AND 20" WIDTH AND SILL NOT OVER 44" ABOVE FLOOR 3. SHOWER WALLS MUST BE FINISHED TO A HEIGHT OF 72" ABOVE DRAIN W/ MOISTURE RESISTIVE TILE OR APPROVED EQUAL 4. MAX. FLOW RATE STANDARDS SET BY THE CALIFORNIA ENERGY COMMISION: F.SHOWER HEADS: 1.8 GPM @ 80 PSI G.LAVATORY FAUCETS: 1.2 GPM @ 60 PSI H.KITCHEN FAUCETS: 1.8 GPM @ 60 PSI I.WATER CLOSET: 1.28 GALLONS PER FLUSH 5. EXTERIOR WALLS WITHIN 3 FEET OF PROPERTY LINE (SPRINKLERS) OR 5 FEET OF PROPERTY LINE (WITHOUT SPRINKLERS) REQUIRE 1-HOUR FIRE RATING FOR EXPOSURE TO BOTH SIDES 6. PROJECTIONS: -PROHIBITED WITHIN 2 FEET OF PROPERTY LINE -1-HOUR FIRE RATING ON THE UNDERSIDE WITHIN 3FT OF PROPERTY LINE (SPRINKLERS) -1-HOUR FIRE RATING ON THE UNDERSIDE WITHIN 5FT OF PROPERTY LINE (WITHOUT SPRINKLERS) 7. OPENINGS: -PROHIBITED WITHIN 3FT OF PROPERTY LINE -MAXIMUM 25% OF WALL AREA WITHIN 5 FEET OF PROPERTY LINE (WITHOUT SPRINKLERS) 8. PENETRATIONS: -1-HOUR FIRE-RATED PENETRATIONS OF WALLS WITHIN 3FT OF PROPERTY LINE (SPRINKLERS) -1-HOUR FIRE-RATED PENETRATIONS OF WALLS WITHIN 5FT OF PROPERTY LINE (WITHOUT SPRINKLERS) 940 E Anahurst Pl & 2201 S Halladay11/25/2024 A-9 A-5 A-1 A-10 A-2 A-6 4' - 6 " 7' - 9 " 0' - 6 " 12 ' - 9 " A-7 A-8 3 3 A-7 A-1 A-10 A-2 4' - 6 " 7' - 9 " 0' - 6 " 12 ' - 9 " A-6 OPENING SIZE ANALYSIS 1HR FIRE RATED WALL AREA = 20' X 8' = 160 SQ.FT. 160 SQ.FT. X 25% = 40 SQ.FT. WINDOW AREA = 4' X 4' = 16 SQ.FT. 16 SQ.FT. X 2 = 32 SQ.FT. ...OK 1 2 A-9 A-15 A-1 A-10 A-2 A-5A-6 0' - 6 " 7' - 9 " 4' - 6 " 12 ' - 9 " A A-9 A-15 A-7 A-1 A-10 A-2 A-5 4' - 6 " 7' - 9 " 0' - 6 " 12 ' - 9 " A-6 4 A-8 1 2 3 4 5 7 9 10 13 15 14 Living space Kitchen/Dining I 02-S5.0 I 02-S5.0 I 02-S3.0 26 1 7 10 14 2 3 4 5 6 9 11 13 15 4' - 2 " 8' - 1 " 0' - 6 " 12 ' - 9 " Living space CL BedroomVI 02-S3.0 VIII 02-S3.0 IX 02-S5.0 VII 02-S5.0 II 02-S5.0 26 Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 01-A-05 ELEVATIONS & SECTIONS 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Autor Verificador EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 UTILITY NOTES 1 ALL BRANCH CIRCUTS SUPPLYING RECEPTACLES SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER (AFCI) 2.ALL 120-VOLT, SINGLE PAHSE 15 AND 20 AMP BRANCH CIRCUIT SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY ROOMS OR SIMILAR ROOMS OR AREAS SHALL BE AFCI PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210.12 (A)(1). AT KITCHEN COUNTER SPACE, RECEPTACLES SHALL BE INDICATED AS COMBINATION AFCDI/GFCI. 3.TAMPER RESISTANT RECEPTACLES IN ALL AREAS SPECIFIED IN SECTION 210.52 ALL 125-VOLT, 15 AND 20 AMP RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES 4.NEW BOXES USED AT LUMINAIRES OR LAMPHOLDER OUTLETS IN A CEILING SHALL BE REQUIRED TO SUPPORT A LUMINAIRIE WEIGHING A MINIMUM OF 50 LB. BOXES USED AT LUMINARIE OUTLETS IN WALL SHALL BE DESIGNED FOR THE PURPOSE AND SHALL BE MARKED ON THE INTERIOR INDICATING THE MAXIMUM WEIGHT OF LUMINAIRE PERMITTED, IF OTHER THAN 50 LBS. OUTLET BOXES OR SYSTEMS USED AS THE SOLE SUPPORT OF CEILING FANS SHALL BE LISTED AND MARKED BY THE MANUFACTURE AS SUITABLE FOR THIS PURPOSE. (314.27 CEC) 5.ALL LEAD LUMINAIRES ARE REQUIRED TO BE CONTROLLED BY NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) SSL-7A-COMPLIANT DIMMER UNLESS THEY ARE CONTROLLED BY A VACANCY SENSOR OR AN OCCUPANCY SENSOR. THE COMBINED USE OF NEMA SSL-7A-COMPLIANT DIMMER WITH LED LUMINAIRES CAN ENSURE FLICKER FREE OPERATION WHEN THE LUMINAIRE IS DIMMED. (2019 RESIDENTIAL COMPLIANCE MANUAL 6.3.1(G) 6.IN BATHROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THIS SPACES MUST BE CONTROLLED BY AN OCCUPANT SENSOR OR A VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. IF A OCCUPANT SENSOR IS INSTALLED, IT MUST BE INITIALLY CONFIGURED TO MANUAL-ON OPERATION USING THE MANUAL CONTROL REQUIRED UNDER SECTION 150.0(k)2C. ADDITIONAL NOTES 1.PROVIDE A MINIMUM OF (2) 20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTER TOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. CEC 210-52(B) (2) 2.PROVIDE A MINIMUM OF (1) 20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTCOHER OUTLETS. CEC 210-23(A). 3.A MINIMUM OF (1) 20-AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM CEC 210-23 4.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A VACANCY SENSOR. 5.OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING, OR TO OTHER BUILDING ON THE SAME LOT, MUST MEET THE REQUIREMENT IN ITEM 150.0(K)3AI (ON AND OFF SWITCH) AND THE REQUIREMENTS IN EITHER ITEM 150.0(K)3AII (PHOTOCELL AND MOTION SENSOR) OR ITEM 150.0(K)3AIII (PHOTO CONTROL AND AUTOMATIC TIME SWITCH CONTROL, ASTRONOMICAL TIME CLOCK, OR EMCS 6.ALL LIMINAIRES SHALL BE HIGH EFFICACY -PER SECTION 150.0(K)1A. 7.CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC 210-23(A). 1/4" = 1'-0" West Elevation ADU1 1/4" = 1'-0" South Elevation ADU2 1/4" = 1'-0" East Elevation ADU3 1/4" = 1'-0" North Elevation ADU4 1/4" = 1'-0" Section A-ADU5 1/4" = 1'-0" Section B-ADU6 Elevation Keynotes ADU MARK Texto de nota clave A-1 COMPOSITION SHINGLES OVER #15 FELT CLASS "A" A-2 FASCIA A-5 CONCRETE SLAB A-6 26 GA. CORROSION-RESISTANT WEEP SCREED A-7 MINI SPLIT CONDENSER (SEE T-24) A-8 WATER HEATER (SEE T-24) A-9 EXTERIOR WALL LAMP A-10 EXISTING STUCCO FINISH A-15 WEATHER PROOF RECEPTACLE Section Keynotes ADU MARK DESCRIPTION 1 COMPOSITION SHINGLES OVER #15 FELT CLASS "A" (TYP) CERTAINTED OR SIMILAR ESR-1389, 3537 ICC-ES 2 2"x" SILL PLATE W/ 5/8" DIA ANCHOR BOLTS 3 2"X" STUD WALL @16" O.C. TYPE DOUBLAS FIR GRADE #2 STUD MIN. 4 DOUBLE 2x TOP PLATE AT EXTERIOR & BEARING WALLS TYPE DOUGLAS FIR GRADE #2 5 R-15 FIBERBATT INSULATION SEE ENERGY CALCS 6 R-30 FIBERBATT INSULATION SEE ENERGY CALCS 7 2"x " R.R. @ 16" O.C. TYPE DOUGLAS FIR GRADE #2 8 2"x " C.J. @ 16" O.C. TYPE DOUGLAS FIR GRADE #2 SEE STRUCTURAL 9 4" CONC. SLAB 10 4"x " HEADER TYPE DOUGLAS FIR GRADE #1 11 2"X SOLID BLOCK W/ FRAMING ANCHOR EA. BLOCK TYPE DOUGLAS FIR GRADE #2 13 26 GA. CORROSION- RESISTANT WEEP SCREED 14 1/2" GYP BOARD 15 12" FOOTING 26 PIER ALL SHINGLES TO MATCH THE MAIN HOUSE NOTE: The Exterior Material of the primary dwelling is Wood Siding NOTE: The Exterior Material of the primary dwelling is Wood Siding NOTE: WINDOW TRIM TO MATCH EXISTING No. Description Date 1 Revisión 1 Fecha 1 NEW HARD SIDING TO MATCH TO EX R-22 FIBERBATT INSULATION SEE ENERGY CALCS DETAIL . . 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 01-A-06 PHOTOGRAPHS OF EXISTING SITE CONDITIONS 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Autor Verificador EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 No. Description Date 940 E Anahurst Pl & 2201 S Halladay11/25/2024 EX. 1,661 SQ.FT. SFD (NO SPRINKLERS) EX . D R I V E W A Y AP P R O A C H N EX. LANDSCAPE EX. WALKWAY EX. DRIVEWAY EX. CONCRETE PROPERTY LINE 50' S HALLADAY ST. PROPERTY LINE 50' PR O P E R T Y L I N E 1 3 6 ' -10 " PR O P E R T Y L I N E 1 3 6 ' -10 " EX. LANDSCAPE EX. LANDSCAPE 2% MIN SLOPE 2% MIN SLOPE 2% MIN SLOPE 2% MIN SLOPE 5% MIN SLOPE GAS METER ELEC. PANEL Sidewalk WATER METER Si d e w a l k 400 S.F. GARAGE CONVERSION + NEW 280 S.F. TO BE TOTAL 680 S.F. ADU STREET C.L. 30 ' T O 2% MIN SLOPE 2% MIN SLOPE 5% MIN SLOPE 5% MIN SLOPE 5% M I N SL O P E 4:12 4: 1 2 4:12 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 5% M I N SL O P E 11 1 ' - 1 0 " 20 ' - 0 " EA S E M E N T 5' - 0 " 12' - 0" EX. GARAGE 20' - 0" NEW ADD 14' - 0" 4: 1 2 SETBACK 4' - 0" 29 ' - 4 " 5' EASEMENT EX. Block/Iron Fence h= 4'-0"EX. Block/Iron Fence h= 4'-0" EX . B l o c k / I r o n F e n c e h = 4 ' -0" EX . B l o c k / I r o n F e n c e h = 4 ' -0" EX . B l o c k / I r o n F e n c e h = 5 ' -0" EX . I r o n G a t e h = 5 ' -0" EX. 300 SQ.FT. COVERED PATIO EX. 85 SQ.FT. PORCH 10' - 11"10' - 11"3' - 9"10' - 11"10' - 11" 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " 10 ' - 0 " NEW ADDRESS: 940 E ANAHURST PL. STA. ANA, CA 92707 ADDRESS: 2201 S HALLADAY ST, SANTA ANA, CA 92707 ELEC. METER NEW ELEC. PANEL 100AMP. Watter and Gas point of connection New gas line New electrical line Sewer point of connection 4" pipe to main line 2% Slope NEW TYPE 2 SURGE PROTECTION DEVICE NEW GAS METER FIRE RATED WALL Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 00-G-01.1 PROPOSED SITE 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Autor Verificador EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 Photograph of the fence. 1/8" = 1'-0" Proposed Site Plan1 BUS ROUTE MAP Location: Warner-Halladay Stop ID: 6767 Buses: 72 Distance: 0.1 miles Time: 3 min. GENERAL NOTES 1. CONTRACTOR SHALL STUDY THE DRAWINGS, SPECIFICATIONS AND FIELD CONDITIONS BEFORE COMMENCING WITH THE WORK INVOLVED. ANY DISCREPANCIES FOUND SHALL BE REPORTED TO THE OWNER IN WRITING FOR CORRECTIONS OR CLARIFICATION. 2. PROVIDE SHORING AT ALL TIMES WHEN ALTERING VERTICAL MEMBERS. CONTRACTOR SHALL VERIFY ACTUAL CONDITIONS AND REPORT IN WRITING TO THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING WITH THE WORK. 3. THE AREA OF GLASS IN WINDOWS LIMITED TO 20% OF THE FLOOR ADDITION PLUS THE AREA OF ANY GLASS THAT WAS ELIMINATED IN THE ORIGINAL RESIDENCE WALL AREA WHERE THE NEW ADDITION IS ATTACHED. ALL NEW WINDOWS SHALL BE DUAL-GLAZED. 4. ALL WINDOWS ARE TO BE WEATHER STRIPPED. 5. SMOKE DETECTORS SHALL BE INSTALLED IN AREAS GIVING ACCESS TO SLEEPING ROOMS ON OR NEAR THE CEILING, IN EACH SLEEPING ROOM (CBC 310.9.1-4). 6. ATTIC VENTILATION, EQUAL TO 1/150 OF SPACE VENTILATED, SHALL BE PROVIDED OR AS REQUIRED FOR FORCED AIR UNIT. 7. UTILITY LINES AND ACCESSORIES FOUND AT THE SITE THAT INTERFERE WITH THE NEW CONSTRUCTION SHALL BE RELOCATED AS NECESSARY. THE CONTRACTOR SHALL OBTAIN ANY BUILDING PERMIT REQUIRED. 8. ALL WOOD IN CONTACT WITH CONCRETE AND FOUNDATION SILLS SHALL BE PRESSURE TREATED. 9. PROVIDE CORROSION RESISTED WEEP SCREED AT FOUNDATION PLATE LINE WHICH WILL ALLOW TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE BUILDING. 4" MINIMUM HEIGHT ABOVE GRADE. 10. WALLS CONTAINING 3" OR 4" DIAMETER DRAIN/WASTE/VENT PIPING SHALL BE SIZED TO ALLOW CUTTING/NOTCHING/BORING (2 X 6 MIN.). 11. CAULK/SEAL ALL PENETRATIONS TO TOP AND BOTTOM PLATES. 12. CAULK/SEAL ALL EXTERIOR BOTTOM PLATES. 13. INSULATION : WALLS R-15 / CEILING R-30 / FLOOR R-19 14. ALL EXTERIOR FINISH MATERIAL TO MATCH EXISTING IN TYPE AND COLOR. 15. ALL NEW ELECTRICAL WIRING SHALL BE COPPER. 16. PROVIDE SEPARATE INSPECTION FOR EACH PHASE OF EXTERIOR PLASTER AS FOLLOWS : SCRATCH COAT, BROWN COAT , COLOR COAT [ STAPLES ARE NOT PERMITTED FOR ATTACHING WIRE ]. 17. BUILDING PAPER TO BE USED # 60 FOR STUCCO THAT DOES NOT HAVE PLYWOOD BACKING. 18. DUCTS SHALL BE SIZED PER CHAPTER 6 OF THE MECHANICAL CODE. 19. DISTANCE FROM FACE OF THE FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS (MINIMUM). 20. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. 21. THE INSULATION INSTALLER AND THE CONTRACTOR SHALL POST A SIGNED CERTIFICATE OF COMPLIANCE IN A CONSPICUOUS LOCATION IN THE BUILDING. THIS CERTIFICATE SHALL STATE THAT THE INSTALLATIONS AND MATERIALS CONFORM TO THE APPROPRIATE SECTIONS OF THE CALIFORNIA ADMINISTRATIVE CODE, TITLES 20 AND 24 AND SHALL SPECIFY THE MANUFACTORE'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND WHEN LOOSE FILL IS INSTALLED, SHALL STATE THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURE'S LABELED DENSITY FOR THE DESIRED R-VALUE. 22. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THICK U.N.O., (SEE PLAN FOR SIZE). AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. 23. ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4" THICK. (SEE PLAN FOR SIZE). AT DOUBLE FRENCH DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR W/ TEMP. GL. 24. CONTRACTOR SHALL VERIFY WITH WINDOW MANUFACTURER THAT ALL ESCAPE OR RESCUE WINDOWS HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET, GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 FT. THE MIN. NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20" AND THE BOTTOM OF THE CLEAR OPENING NO GREATER THAN 44" ABOVE THE FLOOR (C.R.C. R310.1). WINDOWS NOT MEETING THESE REQUIREMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE DESIGNER. 25. DUCTS PENETRATING WALL OR CEILING PENETRATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF 26 GAGE MIN. SHEET METAL AND SHALL HAVE NO OPENING INTO GARAGE -PER SEC R302.5.2 26. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND AN OBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES.PULL BOXES,TRANSFORMERS, VAULTS,PUMPS,VALVES,METERS,APPURTENANCE ETC,) OR THE LOCATION OF THE HOOK UPS. 27. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHEATHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY.FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES 28. AN APPROVED SEISMIC GAS SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.(PER ORDINANCE170.156) (INCLUDES COMMERCIAL ADDITIONS AND IT WORK OVER $10,000) SEPARATE PLUMBING PERMIT IS REQUIRED. 29. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 30. WATER HEATER MUST BE STRAPPED TO WALL (SEC.5013 LAPC) 31. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDEDFOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR ALTERATIONS,REPAIRS,OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000) (R314.6.2) 32. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS,REPAIRS OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000) EXISTING DWELLING OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R3151.CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNITS FOR WHICH THE PERMIT WAS OBTAINED (R315 .2). 33. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENING IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMUNATION OF 6 FOOT -CANDLES OVER THE AREA OF THE ROOM, AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1) GENERAL REQUIREMENTS 1. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITION OF THE CBC,CRC,CMC,CPC, AND CEC AS ADOPTED AND AMENDED BY THE STATE OF CALIFORNIA IN TITLE 24 CCR AND HIS JURISDICTION. 2. SEPARATE PERMITS MAY BE REQUIRED FOR MECHANICAL,ELECTRICAL, LUMBING, SHORING, GRADING, AND DEMOLITION. 3. ALL PROPERTY LINES,EASEMENTS,AND EXISTING BUILDINGS HAVE BEEN INDICATED ON THIS SITE PLAN. 4. A SECURITY FENCE SHALL BE PROVIDED AROUND THE CONSTRUCTION AREA THAT SHALL BE INTALLED PRIOR TO EXCAVATION AND OR F FOUNDATION TRENCHING.(BMC 9-1-13302.3). 5. WATER SHALL BE PROVIDED ON THE SITE AND USES TO CONTROL DUST. 6. TEMPORARY TOILET FACILITIES SHALL BE PROVIDED ON SITE. (BMC 9-1-1-3305) 7. THE FINISH GRADE SHALL SLOPE A MIN. OF 5%,OR 6",TO A POINT 10 FEETFROM BUILDING FOUNDATION,OR TO AN APPROVED ALTERNATE METHOD OF DIVERTING WATER AWAY FROM THE FOUNDATION. SWALES SHALL SLOPE A MINIMUM OF 2%. (CRC R401.3) 8. THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER A MINIMUM 12" OR PLUS 2 % (CRC R403.1.7.3) FIRE PROTECTION 1. AN APPROVED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM AND HALLWAY OR AREA GIVING ACCESS TO A SLEEOING ROOM, AND EACH STORY AND BASEMENT FOR DWELLING WITH MORE THAN ONE STORY,SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF A ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT.IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECIEVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL (R314). 2. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS.WITHIN WHICH FEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES,CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNITS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENT (R315) NOTE: THE APPLICANT / PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND / OR CLEARANCE ON SITE THAT MAY AFFECT THE PROJECT. No. Description Date NOTE: 1% ANNUAL CHANCE FLOOD DISCHARGE CONTAINED IN STRUCTURE. NOTE: NEW UTILITIES FOR ADU 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Structural Calculations for 2201 HALLADAY ST. GARAGE TO ADU 2201 HALLADAY ST. STA. ANA, CA 92707 29-Aug-24 JOB NO. : 24-204 4 6 8 N O R T H C A M D E N D R I V E 1 3 1 E , B E V E R L Y H I L L S , C A L I F O R N I A 9 0 2 1 0 T : 3 1 0 . 6 5 8 . 1 2 2 5 W W W . E S T R U C T U R A U S A . C O M 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DESIGN CRITERIA 1 Soil supporting footings is natural grade or engineered fill. 2 Soil allowable bearing pressure used in design_______________________________ 3 Footing shall extend_____ minimum into undisturbed soil or_____ below finish grade whichever is lower. 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. ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 2 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 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 JOIST & PLANKS GLU-LAM BEAMS THICKNESS 2" TO 4" THICK 2" TO 4' WIDE 2" TO 4" THICK GRADE THAN THICKNESS 5" & THICKER BEAM & STRINGER DESIGNATION WIDTH MORE THAN 2" GREATER THAN THAN 2" GREATER DOUGLAS FIR-LARCH DESIGN VALUES 6" & WIDER 5x5 AND LARGER WIDTH NOT MORE POST & TIMBER LIGHT FRAMING ( 1 lTHE AS OVE VALUES ARE TAKEN FROM THE NOS. (2)USE STANDARD GRADING RULE NO. 1 7. 2018 ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 3 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 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) FLOOR ROOF MEMBER:SIZE:(35 PCF)PROPERTIES:BENDING STRESS:1.00 (k-ft & k)Cd =1.00 (k-ft & k)C =1.25 Nominal Grade Type B (in)D (in)PLF A(in^2)S(in^3)I(in^4)Fb(psi)CF Fb x CF Vmax Mmax Mmax(rep) Vmax 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 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 11.0 ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 4 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Fv=290 psi Fb=2900 psi E=psi (STOCK BEAMS)Depth Factor=(12/D)^0.111 E=psi (COMMERCIAL) b d 3.50 x 9.50 3.50 x 11.875 3.50 x 14.0 3.50 x 16.0 3.50 x 18.0 3.50 x 20.0 3.50 x 22.0 3.50 x 24.0 3.50 x 26.0 3.50 x 28.0 5.25 x 9.500 5.25 x 11.875 5.25 x 14.0 5.25 x 16.0 5.25 x 18.0 5.25 x 20.0 5.25 x 22.0 5.25 x 24.0 5.25 x 26.0 5.25 x 28.0 5.25 x 30.0 5.25 x 32.0 5.25 x 34.0 5.25 x 36.0 5.25 x 38.0 5.25 x 40.0 5.25 x 42.0 7.00 x 9.50 7.00 x 11.875 7.00 x 14.0 7.00 x 16.0 7.00 x 18.0 7.00 x 20.0 7.00 x 22.0 7.00 x 24.0 7.00 x 26.0 7.00 x 28.0 7.00 x 30.0 7.00 x 32.0 7.00 x 34.0 7.00 x 36.0 7.00 x 40.0 7.00 x 42.0 (1) MEMBERS IN BOLD ARE COMMERCIAL SPECIAL ORDER 147 686 9604 10.8 12.2 49.9 1701 149 7690 375 27.2 35.0 488 11449.0 56.0 394 457 5126 1195 2333 3106 4032 2000000 A VS 800 8.04 9.47 33.3 41.6 M 82 53 250 6.43 12.7 19.9 PARALLAM (PSL) BEAMS M V 125%100% I 34.0 13.53 8.04 10.04 11.84 43.7 15.9 24.8 137 592 172 224 284 73.5 84.0 105 3500 95 54.663.0 43.7 62.3 189 125.8 94.0 109.322.0 100.6 18.6 20.3 65.5 19.1 29.8 23.7 22.8 53.3 12.1 15.1 63.8 75.2 87.5 40.7 52.4 13.5 14.9 16.2 16.9 50.9 65.5 17.8 20.3 66.6 79.7 81.9 23.9 37.3 112 126 66.5 83.1 98.0 2389 3402 105 165 229 299 378 500 977 1601 504 9.64 12.1 14.2 16.2 18.3 6048 1792 2552 733 20.3 26.4 79.0 123 350 22.3 6403 24.4 12.9 16.1 18.9 21.7 24007 38.6 1201 20.1 23.7 69.9 27.1 87.4 10987.3 39.8 54.3 16.1 70.0 77.0 84.0 91.0 98.0 17.6 18.9 25.4 30.5 233 282 336 158 788 11813 116 4659424 126 79.9 25.4 99.9 24.4 113 30.5 141 95.7 27.9 120 131 33.0 164 28.4 151 35.5 189 172 38.1 215 168 896 14336 32.5 194 40.6 243 303 179 1012 17196 34.5 218 43.1 269 48.2 272 189 1134 20412 36.5 243 336 45.7 210 1400 28000 40.6 296 50.8 370 200 1264 33.8 133 221 1544 32414 42.6 325 53.3 31.8 49.7 6211 29.8 128 37.2 406 67.9 30.5 140 467 4667 27.1 107 159 168 672 8064 32.5 150 40.6 188 154 565 47.4 252 182 789 10253 35.2 175 44.0 15750 40.6 229 50.8 219 196 915 12805 37.9 201 287 48.7 323 60.9 224 1195 19115 43.3 259 54.1 43218 56.8 433 71.1 324 210 1050 363 252 1512 15.2 2000000 395 67.737333 54.1 290238 1349 27216 57.522927 46.0 541 280 1867 404 493 294 2058 ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 5 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 PO S T A R E A A L L O W A B L E L O A D ( K I P S ) - U N S U P P O R T E D H E I G H T I N F T ( L O A D T A B L E 12 5 % ) SI Z E IN 2 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2X 4 5 . 2 5 1 . 0 1 2X 4 X 5 . 2 5 4 . 8 3 3 . 7 3 2 . 9 4 2 . 3 6 1 . 9 3 1 . 6 1 1 . 3 6 1 . 1 7 1 . 0 1 2X 4 5 . 2 5 1 . 0 6 2X 4 X 5 . 2 5 4 . 9 7 3 . 8 7 3 . 0 6 2 . 4 7 2 . 0 3 1 . 6 9 1 . 4 3 1 . 2 3 1 . 0 6 2X 6 8 . 2 5 1 . 6 7 2X 6 X 8 . 2 5 1 2 . 4 0 1 1 . 0 8 9 . 6 4 8 . 2 6 7 . 0 6 6 . 0 4 5 . 2 0 4 . 5 1 3 . 9 4 3 . 4 7 3 . 0 7 2 . 7 4 2 . 4 6 2 . 2 1 2 . 0 1 1 . 8 2 1 . 6 7 2X 8 1 0 . 8 8 2 . 1 9 2X 8 X 1 0 . 8 8 1 7 . 5 1 6 . 7 1 5 . 7 1 4 . 5 1 3 . 2 1 1 . 9 1 0 . 6 9 . 4 8 . 3 7 7 . 4 7 6 . 6 9 6 . 0 1 5 . 4 2 4 . 9 1 4 . 4 6 4 . 0 7 3 . 7 3 3X 4 8 . 7 5 4 . 6 7 3 . 5 1 2 . 7 2 2 . 1 7 1 . 7 7 3X 4 X 8 . 7 5 8 . 2 8 6 . 4 5 5 . 1 1 4 . 1 2 3 . 3 8 2 . 8 2 2 . 3 9 2 . 0 4 1 . 7 7 3X 6 1 3 . 7 5 7 . 3 2 5 . 5 0 4 . 2 7 3 . 4 1 2 . 7 8 3X 6 X 1 3 . 7 5 2 0 . 7 1 8 . 5 1 6 . 1 1 3 . 8 1 1 . 8 1 0 . 1 8 . 6 7 7 . 5 2 6 . 5 7 5 . 7 8 5 . 1 2 4 . 5 7 4 . 0 9 3 . 6 9 3 . 3 4 3 . 0 4 2 . 7 8 3X 8 1 8 . 1 3 9 . 6 0 7 . 2 4 5 . 6 2 4 . 4 9 3 . 6 6 3X 8 X 1 8 . 1 3 2 9 . 2 2 7 . 9 2 6 . 2 2 4 . 2 2 2 . 0 1 9 . 8 1 7 . 6 1 5 . 7 1 4 . 0 1 2 . 4 1 1 . 1 1 0 . 0 9 . 0 3 8 . 1 8 7 . 4 4 6 . 7 9 6 . 2 2 4X 4 1 2 . 2 5 1 1 . 6 9 . 0 3 7 . 1 5 5 . 7 6 4 . 7 3 3 . 9 5 3 . 3 4 2 . 8 6 2 . 4 8 4X 6 1 9 . 2 5 1 8 . 0 1 4 . 1 1 1 . 2 9 . 0 3 7 . 4 2 6 . 1 9 5 . 2 4 4 . 4 9 3 . 8 9 4X 6 X 1 9 . 2 5 2 8 . 9 2 5 . 8 2 2 . 5 1 9 . 3 1 6 . 5 1 4 . 1 1 2 . 1 1 0 . 5 9 . 2 0 8 . 0 9 7 . 1 7 6 . 3 9 5 . 7 3 5 . 1 7 4 . 6 8 4 . 2 6 3 . 8 9 4X 8 2 5 . 3 8 2 3 . 5 1 8 . 4 1 4 . 7 1 1 . 9 9 . 8 8 . 1 5 6 . 9 0 5 . 9 1 5 . 1 2 4X 8 X 2 5 . 3 8 4 0 . 9 3 9 . 0 3 6 . 7 3 3 . 9 3 0 . 8 2 7 . 7 2 4 . 7 2 1 . 9 1 9 . 5 1 7 . 4 1 5 . 6 1 4 . 0 1 2 . 6 1 1 . 5 1 0 . 4 9 . 5 8 . 7 1 6X 6 3 0 . 2 5 3 3 . 4 3 1 . 4 2 8 . 8 2 6 . 0 2 3 . 1 2 0 . 3 1 7 . 8 1 5 . 7 1 3 . 9 1 2 . 3 1 0 . 9 9 . 8 0 8 . 8 1 7 . 9 7 7 . 2 3 6 . 5 9 6 . 0 3 6X 8 4 1 . 2 5 4 5 . 6 4 2 . 8 3 9 . 3 3 5 . 4 3 1 . 5 2 7 . 7 2 4 . 3 2 1 . 4 1 8 . 9 1 6 . 7 1 4 . 9 1 3 . 4 1 2 . 0 1 0 . 9 9 . 9 9 . 0 8 . 2 6X 8 X 4 1 . 2 5 4 8 . 5 4 7 . 1 4 5 . 4 4 3 . 3 4 0 . 8 3 8 . 0 3 5 . 0 3 2 . 0 2 9 . 1 2 6 . 4 2 3 . 9 2 1 . 7 1 9 . 7 1 8 . 0 1 6 . 4 1 5 . 0 1 3 . 8 6X 1 0 5 2 . 2 5 5 4 . 0 5 1 . 1 4 7 . 4 4 3 . 1 3 8 . 6 3 4 . 3 3 0 . 3 2 6 . 7 2 3 . 7 2 1 . 0 1 8 . 8 1 6 . 8 1 5 . 1 1 3 . 7 1 2 . 4 1 1 . 3 1 0 . 4 6X 1 0 X 5 2 . 2 5 5 8 . 6 5 7 . 8 5 6 . 9 5 5 . 9 5 4 . 6 5 3 . 0 5 1 . 2 4 9 . 2 4 6 . 9 4 4 . 5 4 1 . 9 3 9 . 3 3 6 . 8 3 4 . 3 3 1 . 9 2 9 . 7 2 7 . 6 8X 8 5 6 . 2 5 6 6 . 4 6 4 . 7 6 2 . 6 6 0 . 0 5 6 . 8 5 3 . 3 4 9 . 4 4 5 . 4 4 1 . 5 3 7 . 8 3 4 . 4 3 1 . 2 2 8 . 5 2 6 . 0 2 3 . 8 2 1 . 8 2 0 . 0 X I N D I C A T E S B R A C E D I N W E A K D I R E C T I O N LL V A L U E S B A S E D O N D O U G L A S F I R - L A R C H No.1GRADEConstNo. 2 No.2 No. 2 ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 6 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 PO S T A R E A A L L O W A B L E L O A D ( K I P S ) - U N S U P P O R T E D H E I G H T I N F T ( L O A D T A B L E 16 0 % ) SI Z E IN 2 6 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 2 0 2 1 2 2 2X 4 5 . 2 5 1 . 0 1 2X 4 X 5 . 2 5 5 . 0 3 3 . 8 3 2 . 9 9 2 . 3 9 1 . 9 5 1 . 6 3 1 . 3 7 1 . 1 7 1 . 0 1 2X 4 5 . 2 5 1 . 0 7 2X 4 X 5 . 2 5 5 . 2 2 3 . 9 9 3 . 1 3 2 . 5 1 2 . 0 5 1 . 7 1 1 . 4 4 1 . 2 3 1 . 0 7 2X 6 8 . 2 5 1 . 6 8 2X 6 X 8 . 2 5 1 4 . 5 6 1 2 . 4 8 1 0 . 4 9 8 . 7 8 7 . 3 7 6 . 2 4 5 . 3 4 4 . 6 1 4 . 0 1 3 . 5 2 3 . 1 1 2 . 7 7 2 . 4 8 2 . 2 3 2 . 0 2 1 . 8 4 1 . 6 8 2X 8 1 0 . 8 8 2 . 2 1 2X 8 X 1 0 . 8 8 2 1 . 6 2 0 . 2 1 8 . 5 1 6 . 6 1 4 . 7 1 2 . 9 1 1 . 3 9 . 9 8 . 7 1 7 . 7 1 6 . 8 7 6 . 1 4 5 . 5 3 4 . 9 9 4 . 5 3 4 . 1 3 3 . 7 8 3X 4 8 . 7 5 4 . 7 6 3 . 5 6 2 . 7 5 2 . 1 9 1 . 7 8 3X 4 X 8 . 7 5 8 . 7 0 6 . 6 6 5 . 2 2 4 . 1 8 3 . 4 2 2 . 8 5 2 . 4 0 2 . 0 6 1 . 7 8 3X 6 1 3 . 7 5 7 . 4 6 5 . 5 8 4 . 3 1 3 . 4 3 2 . 7 9 3X 6 X 1 3 . 7 5 2 4 . 3 2 0 . 8 1 7 . 5 1 4 . 6 1 2 . 3 1 0 . 4 8 . 9 0 7 . 6 8 6 . 6 8 5 . 8 6 5 . 1 8 4 . 6 1 4 . 1 3 3 . 7 2 3 . 3 7 3 . 0 6 2 . 7 9 3X 8 1 8 . 1 3 9 . 8 1 7 . 3 4 5 . 6 8 4 . 5 2 3 . 6 8 3X 8 X 1 8 . 1 3 3 6 . 1 3 3 . 7 3 0 . 8 2 7 . 6 2 4 . 4 2 1 . 4 1 8 . 8 1 6 . 5 1 4 . 5 1 2 . 9 1 1 . 4 1 0 . 2 9 . 2 1 8 . 3 2 7 . 5 5 6 . 8 8 6 . 2 9 4X 4 1 2 . 2 5 1 2 . 2 9 . 3 2 7 . 3 0 5 . 8 5 4 . 7 9 3 . 9 9 3 . 3 7 2 . 8 8 2 . 4 9 4X 6 1 9 . 2 5 1 9 . 0 1 4 . 6 1 1 . 4 9 . 1 8 7 . 5 1 6 . 2 5 5 . 2 8 4 . 5 2 3 . 9 1 4X 6 X 1 9 . 2 5 3 4 . 0 2 9 . 1 2 4 . 5 2 0 . 5 1 7 . 2 1 4 . 6 1 2 . 5 1 0 . 7 9 . 3 6 8 . 2 1 7 . 2 6 6 . 4 6 5 . 7 8 5 . 2 1 4 . 7 1 4 . 2 8 3 . 9 1 4X 8 2 5 . 3 8 2 4 . 8 1 9 . 1 1 5 . 0 1 2 . 1 9 . 9 8 . 2 3 6 . 9 6 5 . 9 5 5 . 1 5 4X 8 X 2 5 . 3 8 5 0 . 5 4 7 . 2 4 3 . 2 3 8 . 7 3 4 . 2 3 0 . 0 2 6 . 3 2 3 . 1 2 0 . 3 1 8 . 0 1 6 . 0 1 4 . 3 1 2 . 9 1 1 . 6 1 0 . 6 9 . 6 8 . 8 1 6X 6 3 0 . 2 5 4 0 . 7 3 7 . 2 3 3 . 1 2 8 . 9 2 5 . 0 2 1 . 6 1 8 . 7 1 6 . 3 1 4 . 3 1 2 . 6 1 1 . 2 9 . 9 7 8 . 9 5 8 . 0 7 7 . 3 1 6 . 6 6 6 . 0 8 6X 8 4 1 . 2 5 5 5 . 6 5 0 . 7 4 5 . 1 3 9 . 4 3 4 . 1 2 9 . 4 2 5 . 5 2 2 . 2 1 9 . 5 1 7 . 2 1 5 . 2 1 3 . 6 1 2 . 2 1 1 . 0 1 0 . 0 9 . 1 8 . 3 6X 8 X 4 1 . 2 5 6 0 . 7 5 8 . 3 5 5 . 3 5 1 . 6 4 7 . 5 4 3 . 1 3 8 . 8 3 4 . 7 3 1 . 1 2 7 . 8 2 5 . 0 2 2 . 5 2 0 . 3 1 8 . 5 1 6 . 8 1 5 . 3 1 4 . 1 6X 1 0 5 2 . 2 5 6 6 . 2 6 1 . 0 5 4 . 9 4 8 . 4 4 2 . 2 3 6 . 6 3 1 . 9 2 7 . 8 2 4 . 4 2 1 . 6 1 9 . 2 1 7 . 1 1 5 . 4 1 3 . 9 1 2 . 6 1 1 . 5 1 0 . 5 6X 1 0 X 5 2 . 2 5 7 4 . 3 7 3 . 0 7 1 . 4 6 9 . 5 6 7 . 2 6 4 . 5 6 1 . 3 5 7 . 9 5 4 . 2 5 0 . 5 4 6 . 7 4 3 . 1 3 9 . 8 3 6 . 6 3 3 . 8 3 1 . 2 2 8 . 8 8X 8 5 6 . 2 5 8 3 . 3 8 0 . 3 7 6 . 5 7 2 . 0 6 6 . 7 6 1 . 0 5 5 . 2 4 9 . 7 4 4 . 7 4 0 . 1 3 6 . 1 3 2 . 6 2 9 . 5 2 6 . 8 2 4 . 4 2 2 . 3 2 0 . 4 X I N D I C A T E S B R A C E D I N W E A K D I R E C T I O N AL L V A L U E S B A S E D O N D O U G L A S F I R - L A R C H No.1GRADEConstNo. 2 No.2 No. 2 ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 7 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 ROOF LOADS composite shingles 3.0 psf re-roof 3.0 psf 1/2" plywwod 1.5 psf rafters 2x6 at 16"2.0 psf insulation 0.5 psf Ceiling 3.0 psf beams/headers 1.0 psf MP&E/ misc.1.0 psf D= 15.0 psf Lr= 20.0 psf REDUCIBLE 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 A-DESIGN LOADS-comp. shingles ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 8 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 2x4 TA= 450 x 1.60 x 1.5 x 3.5 =kips 2x6 TA= 575 x 1.60 x 1.5 x 5.5 =kips 3x4 TA= 575 x 1.60 x 2.5 x 3.5 =kips 3x6 TA= 575 x 1.60 x 2.5 x 5.5 = kips TYPE 2x4 6 TA= 141 x 1.60 x x 6 = 1.25 kips 1.5FT 2x4 8 TA= 141 x 1.60 x x 8 = 1.67 kips 2FT 2x4 10 TA= 141 x 1.60 x x 10 = 2.09 kips 2.5FT 2x4 12 TA= 141 x 1.60 x x 12 = 2.51 kips 3FT 2x4 14 TA= 141 x 1.60 x x 14 = 2.92 kips 3.5FT 2x4 16 TA= 141 x 1.60 x x 16 = 3.34 kips 4FT 2x4 18 TA= 141 x 1.60 x x 18 = 3.76 kips 4.5FT 2x6 20 TA= 141 x 1.60 x x 20 = 4.18 kips 5FT 2x6 22 TA= 141 x 1.60 x x 22 = 4.60 kips 5.5FT 2x6 24 TA= 141 x 1.60 x x 24 = 5.01 kips 6FT 2x6 B1 TA= 604 x 1.60 x x 6 = 5.80 kips 0.99 2x6 B2 TA= 604 x 1.60 x x 8 = 7.73 kips 1.09 3x6 B3 TA= 725 x 1.60 x x 8 = 9.28 kips 1.09 3x6 B4 TA=1208 x 1.60 x x 6 = 11.60 kips 1.19 3x6 B5 TA=1208 x 1.60 x x 8 = 15.46 kips 1.31 SPLICE LENGTH 0.93 DOUBLE TOP PLATE SPLICE 3.78 7.59 0.93 0.93 8.05 12.65 0.93 0.93 0.93 0.93 0.93 1.00 0.93 0.93 1.00 1.00 1.00 1.00 ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 9 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 10 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 ROOF JOIST Tag:RJ-1 L=11.00 ft Uniform Loads D (psf) L (psf) s (in) W (plf) Shear:Vmax <Vallow OK 0.26 K 1.24 K Flexure:Mmax <Mallow OK 0.71 k-ft 1.06 k-ft USE:16" O.C. Deflection:Δ =0.46 in = L/286 OK Tag:RJ-2 L=3.00 ft Uniform Loads D (psf) L (psf) s (in) W (plf) Shear:Vmax <Vallow OK 0.07 K 0.79 K Flexure:Mmax <Mallow OK 0.05 k-ft 0.37 k-ft USE:16" O.C. Deflection:Δ =0.01 in = L/3630 OK 2x6 RAFTERS @ 2x4 RAFTERS @ 11 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Fb= 900 psi Fv= 180 psi L/ 180 (TL) L/ 240 (LL)E psi Tag: L= Uniform Loads Member:2x 10 Cd=1.25 Cr=1.15 Cf=1.10 Vd=k < VA=k OK M=k-ft < MA=k-ft OK DTL=in = L/OK USE:2x 10 JOIST @ 16" O.C. DLL=in = L/OK444 46.67 1.5 9.25 b (in) d (in) 15 20 16 1600000 CEILING JOIST CJ-1 19.25 ft D (psf) L (psf) S (in) w (plf) 0.41 2.16 2.54 2.08 0.91 0.52 254 12 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Tag:HB-1 Member:W w L = 14.14 ft L1 = 10.00 ft V1= 0.58 kips L= 14.14 ft V2= 1.17 kips D (psf) L (psf) w (plf) W (kips) Shear:Vmax <Vallow OK 1.17 K 3.80 K Flexure:Mmax <Mallow OK 3.18 k-ft 3.74 k-ft Deflection:Δ =0.63 in x OK USE:4x8 4x8 13 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Tag:B1 Member: L = 3.67 ft No. Members: 1 L =3.67 ft 0.19 kips 0.19 kips A = 12.25 in² S = 7.15 in³Shear and Moment Diagrams I = 12.51 in⁴ E = 1,600,000 psi Va = 1.47 kips Ma =0.60 k-ft CD = 1.25 CF =1.00 CV =1.00 Cr =1.00 Mmáx = 0.18 k-ft Total Load L/n=180 Vmáx = 0.19 kips Live Load L/n=240 Uniform Loads Shear: D (psf) L (psf) Trib. (ft) W Vmáx = 0.19 kips 15 20 3.00 105 Vallow = 1.84 kips 10% OK Flexure: Mmáx =0.18 k-ft Σw =0.105 klf Mallow =0.74 k-ft 24% OK Point Loads (P1)x1 = 0.00 ft D (psf) L (psf) Trib. 1 (ft) Trib. 2 (ft) W Deflection: D(D+L) = 0.02 in 9% L <L 2056 180 Σw =0.000 kips OK Point Loads (P2)x2 = 0.00 ft D(L ONLY) =0.01 in 7% D (psf) L (psf) Trib. 1 (ft) Trib. 2 (ft) W L <L 3598 240 OK Σw =0.000 kips USE:1- 4X4 4x4 𝐷= 14 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Tag:B2 4.68 kips Member: L = 19.25 ft No. Members: 1 L = 19.25 ft 2.79 kips 2.79 kips A = 62.34 in² S = 123.39 in³Shear and Moment Diagrams I = 732.62 in⁴ E = 2,000,000 psi Va = 12.05 kips Ma =29.82 k-ft CD = 1.25 CF =1.00 CV =1.00 Cr =1.00 Mmáx = 24.68 k-ft Total Load L/n=180 Vmáx = 2.79 kips Live Load L/n=240 Uniform Loads Shear: D (psf) L (psf) Trib. (ft) W Vmáx = 2.79 kips 15 20 1.33 47 Vallow = 15.07 kips 19% OK Flexure: Mmáx =24.68 k-ft Σw =0.047 klf Mallow =37.32 k-ft 66% OK Point Loads (P1)x1 = 9.63 ft D (psf) L (psf) Trib. 1 (ft) Trib. 2 (ft) W Deflection: 2005.71 2674.29 1 1 4680 D(D+L) = 0.92 in 72% L <L 252 180 Σw =4.680 kips OK Point Loads (P2)x2 = 0.00 ft D(L ONLY) =0.52 in 55% D (psf) L (psf) Trib. 1 (ft) Trib. 2 (ft) W L <L 440 240 OK Σw =0.000 kips USE:1- 5.25X11.875 PSL 5.25x11.875 PSL 𝐷= 15 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 NOTCH ON COMPRESSION FACE AT END B2 1.833 5.798 0.583 5.214 V 2790 lbs member type= b=5.25 in viga Fv=psi d 11.88 in viga Cd= dn=4.63 in F'v=psi e=18.00 in 'e' > 'dn', therefore use Eq.(3.4-2)slope=4 :12 support member width w=3.5 in 2018 NDS Equation 3.4-5 fv= 2b =3 x =-49 psi <363 psi, therefore NA 2 x 5.3 x 11.88 -- 4.63 x 18 Use Eq. (3.4-2) 2018 NDS Equation 3.4-2 fv= 1.5V = 172 psi < 363 psi, therefore Satisfactory (.48) b dn 5.50 5.21dn Rec'd= 4.63 draftrer= 11.88 psl 290 1.25 363 2790 3V d-(d-dn)/(dn)*e e dn d 16 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 HEADERS Tag:H1 L = 3.25 ft Uniform Loads D (psf) L (psf) Trib. (ft)W 33%Shear:Vmax <Vallow Roof 15 20 9.63 337 OK 0.60 K 1.84 K Floor Wall 16 2.00 32 66%Flexure:Mmax <Mallow Σw =0.369 klf OK 0.49 k-ft 0.74 k-ft 28%Deflection:Δ =0.05 in = L/842 USE:OK Tag:H2 L = 4.00 ft Uniform Loads D (psf) L (psf) Trib. (ft)W 40%Shear:Vmax <Vallow Roof 15 20 9.63 337 OK 0.74 K 1.84 K Floor Wall 16 2.00 32 99%Flexure:Mmax <Mallow Σw =0.369 klf OK 0.74 k-ft 0.74 k-ft 53%Deflection:Δ =0.11 in = L/452 USE:OK Tag:H3 L = 6.00 ft Uniform Loads D (psf) L (psf) Trib. (ft)W 25%Shear:Vmax <Vallow Roof 15 20 6.00 210 OK 0.73 K 2.89 K Floor Wall 16 2.00 32 51%Flexure:Mmax <Mallow Σw =0.242 klf OK 1.09 k-ft 2.15 k-ft 30%Deflection:Δ =0.09 in = L/792 USE:OK Tag:H4 L = 3.00 ft Uniform Loads D (psf) L (psf) Trib. (ft)W 20%Shear:Vmax <Vallow Roof 15 20 6.00 210 OK 0.36 K 1.84 K Floor Wall 16 2.00 32 37%Flexure:Mmax <Mallow Σw =0.242 klf OK 0.27 k-ft 0.74 k-ft 15%Deflection:Δ =0.02 in = L/1633 USE:OK 4x4 4x4 4x6 4x4 𝑉=𝑀=𝑊𝐿 8 =𝑀=𝑊𝐿 8 =𝑀=𝑊𝐿 8 =𝑀=𝑊𝐿 8 17 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 18 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 CONTINUOUS FOOTINGS Tag:(E) CF-1 Uniform Loads D (psf)L (psf) Trib. (ft)W ROOF 15 20 10.63 372 DECK FLOOR WALL 16 8.00 128 Σw =499.88 plf USE: B =500 plf =0.33 ft 1500 plf Tag:(N) CF-2 Uniform Loads D (psf)L (psf) Trib. (ft)W ROOF 15 20 10.63 372 DECK FLOOR WALL 16 8.00 128 Σw =499.88 plf USE: B =500 plf =0.33 ft 1500 plf 1'-0" WIDE FTG. 1'-0" WIDE FTG. 19 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 FOOTING CAPACITY Tag:(E) CF-1 H1= 18 in qa= 1500 psf H2= 8 in L= 55.50 in D= 4 in 4.63 ft W= 12 in A= 666 in² 4.63 ft² Uniform Loads D (psf) L (psf) Trib. (ft) W Roof 15 20 10.63 372 Deck Floor Wall 16 8.00 128 Σw =500.05 plf Conc. Wt. = 100 plf Abv. Grade Wuniforme= 600 plf Pa= 6.94 kips Pload= 2.78 kips Pnet= 4.16 kips Pnet = 4.16 kips     20 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 FOOTING CAPACITY Tag:(N) CF-2 H1= 24 in qa= 1500 psf H2= 8 in L= 67.50 in D= 4 in 5.63 ft W= 12 in A= 810 in² 5.63 ft² Uniform Loads D (psf) L (psf) Trib. (ft) W Roof 15 20 9.63 337 Deck Floor Wall 16 8.00 128 Σw =464.88 plf Conc. Wt. = 100 plf Abv. Grade Wuniforme= 565 plf Pa= 8.44 kips Pload= 3.18 kips Pnet= 5.26 kips Pnet = 5.26 kips     21 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 SPREAD FOOTINGS Tag:F1 Loads:Pmax <Pallow OK P (K)2.34 K 3.04 K 2.34 USE:TYPE 1.5 FOOTING ΣP =2.34 K Tag:F2 Loads:Pmax <Pallow OK P (K)0.58 K 3.04 K 0.58 USE:TYPE 1.5 FOOTING ΣP =0.58 K Tag:F3 Loads:Pmax <Pallow OK P (K)0.38 K 3.04 K 0.38 USE:TYPE 1.5 FOOTING ΣP =0.38 K Tag:F4 Loads:Pmax <Pallow OK P (K)2.79 K 3.04 K 2.79 USE:TYPE 1.5 FOOTING ΣP =2.79 K 22 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Ba r # Ar e a ( i n 2) So i l B e a r i n g P r e s s u r e : Mi s c e l l a n e o u s : 3 0 . 1 1 q = 15 0 0 ps f co l u m n f o o t p r i n t = 4 in 4 0 . 2 0 qu = q x 1 . 6 = 24 0 0 p s f st e e l s p a c i n g f a c t o r = 10 5 0 . 3 1 (f o r s e l e c t i o n o f s t e e l s p a c i n g v s . s i z e o n l y ) 6 0 . 4 4 Ma t e r i a l S t r e n g t h s : 7 0 . 6 0 co n c r e t e = 25 0 0 ps i No t e s : 8 0 . 7 8 fy = 60 ks i As s u m e s P u = 1 . 6 ( D L + L L ) 9 1 . 0 0 10 1 . 2 3 11 1 . 5 6 Ma r k : Si z e T h i c k Pma x De p t h Mu a A s As As m i n A s (f t ) - S Q . ( i n ) ( k ) ( i n ) Vac t ( k ) V al l ( k ) OK ? Vac t ( k ) V al l ( k ) OK ? ( k - i n ) ( i n ) ( R e q ' d ) (2 0 0 / F y) (. 0 0 1 8 ) U s e U S E : 1. 5 1 2 3. 0 4 8 0 . 0 1 2 . 2 Y 2 . 7 6 5 . 3 Y 7 0 . 0 2 0 . 0 2 0 . 7 2 0 . 3 9 0 . 3 9 2 # 4 2. 0 1 2 5. 4 0 8 0 . 7 1 6 . 3 Y 6 . 5 6 5 . 3 Y 1 8 0 . 0 5 0 . 0 4 0 . 9 6 0 . 5 2 0 . 5 2 3 # 4 2. 5 1 2 8. 4 4 8 2 . 3 2 0 . 4 Y 1 1 . 3 6 5 . 3 Y 3 8 0 . 0 8 0 . 0 9 1 . 2 0 0 . 6 5 0 . 6 5 4 # 4 3. 0 1 2 12 . 2 8 4 . 3 2 4 . 5 Y 1 7 . 3 6 5 . 3 Y 6 9 0 . 1 3 0 . 1 6 1 . 4 4 0 . 7 8 0 . 7 8 4 # 4 3. 5 1 2 16 . 5 8 6 . 9 2 8 . 6 Y 2 4 . 3 6 5 . 3 Y 1 1 4 0 . 1 8 0 . 2 7 1 . 6 8 0 . 9 1 0 . 9 1 5 # 4 4. 0 1 2 21 . 6 8 1 0 . 1 3 2 . 6 Y 3 2 . 4 6 5 . 3 Y 1 7 4 0 . 2 4 0 . 4 1 1 . 9 2 1 . 0 4 1 . 0 4 6 # 4 4. 5 1 2 27 . 3 8 1 3 . 8 3 6 . 7 Y 4 1 . 6 6 5 . 3 Y 2 5 3 0 . 3 1 0 . 6 0 2 . 1 6 1 . 1 7 1 . 1 7 4 # 5 5. 0 1 2 33 . 8 8 1 8 . 0 4 0 . 8 Y 5 1 . 8 6 5 . 3 Y 3 5 3 0 . 3 9 0 . 8 4 2 . 4 0 1 . 3 0 1 . 3 0 5 # 5 5. 5 1 2 40 . 8 8 2 2 . 8 4 4 . 9 Y 6 3 . 2 6 5 . 3 Y 4 7 6 0 . 4 9 1 . 1 4 2 . 6 4 1 . 4 3 1 . 5 1 5 # 5 6. 0 1 5 47 . 3 1 1 2 4 . 2 6 7 . 3 Y 7 2 . 3 1 1 2 . 2 Y 6 0 7 0 . 4 1 1 . 0 4 3 . 6 0 1 . 9 4 1 . 9 4 7 # 5 ON E W A Y S H E A R : TW O W A Y S H E A R : ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 23 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 ASCE Hazards Report Address: 2201 Halladay St Santa Ana, California 92707 Standard:ASCE/SEI 7-22 Latitude:33.717669 Risk Category:II Longitude:-117.859522 Soil Class:Default Elevation:61.81198352982068 ft (NAVD 88) Page 1 of 4https://ascehazardtool.org/Thu Aug 29 2024 24 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 PGA M : 0.65 SMS : 1.73 SM1 : 1.17 SDS : 1.15 SD1 : 0.78 T L : 8 SS : 1.46 S1 : 0.49 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 2 of 4https://ascehazardtool.org/Thu Aug 29 2024 25 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 SEISMIC BASE SHEAR (ASCE7-22) Latitude:33.717669 Longitude: -117.859522 D (Table 20.3-1)ρ=1.3 R=6.5 (Table 12.2-1)I 1 (Section 21.4) 1.730 0 1.170 0 (11.4-3) 1.153 (11.4-4) 0.78 0.13526012 0.67630058 See on Figs. 22-14 through 22-17 0.02 8.000 0.75 0.095 W= Effective seismeic weight (GOVERNS) For S1 is equal to greater than 0.6g 0.090 W 1.261 W 0.177 0.231 W Strength Level 0.161 W Allowable Stress Design 𝑆= 𝑆= 𝑆=3 𝑆 = 𝑆=3 𝑆 = 𝑇= 𝐶ℎ = ℎ= 𝑥= = = =. = = = = == == = = = 26 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 SEISMIC ANALYSIS WEIGHT Level 1 W roof = 20 psf x 805 ft^2 =16.09 kips W wall = 16 psf x 432 ft^2 =6.91 kips WR = 23.00 kips BASE SHEAR 0.161 x 23.00 kips = 3.71 kips F1= DISTRIBUTION OF BASE SHEAR 1 Level 2 or more levels W TOTAL 23.00 kips 4.617 psf 𝑽𝑩𝑨𝑺𝑬= 𝑽 ∗ 𝑾𝑻𝑶𝑻𝑨𝑳 = 𝑉 ∗ 𝑊= 𝑭𝒙= 𝑽𝑩𝑨𝑺𝑬∗𝑾𝑿∗ 𝒉𝑻𝑶𝑻𝑨𝑳 𝑾𝟏∗ 𝒉𝟏+𝑾𝟐∗𝒉𝟏+ 𝒉𝟐+ ⋯𝑾𝒏∗ 𝒉𝑻𝑶𝑻𝑨𝑳 𝑩𝑨𝑺𝑬=∗𝑻𝑶𝑻𝑨𝑳 𝑨 27 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 INPUT DATA B I = 1.00 Category II V = 110.00 mph Kzt = 1.00 Flat he = 8.00 ft hr = 12.75 ft L = 34.00 ft B = 20.00 ft A = 10.00 ft2 DESIGN SUMMARY Max horizontal force normal to building length, L, face =5.79 kips X 0.6=3.47 kips (ASD) Max horizontal force normal to building length, B, face =3.00 kips X 0.6=1.80 kips (ASD) Max total horizontal torsional load =25 ft-kips Max total upward force =9.91 kips ANALYSIS Velocity pressure qh = 0.00256 Kh Kzt Kd V2 I =18.43 psf where:qh = velocity pressure at mean roof height, h. Kh = velocity pressure exposure coefficient evaluated at height, h,= 0.70 Kd = wind directionality factor = 0.85 h = mean roof height = 10.38 ft < 60 ft, [Satisfactory] Design pressures for MWFRS p = qh [(G Cpf )-(G Cpi )] where: p = pressure in appropriate zone G Cp f = product of gust effect factor and external pressure coefficient G Cp i = product of gust effect factor and internal pressure coefficient = 0.18 or -0.18 a = width of edge strips, MAX[ MIN(0.1B, 0.4h), 0.04B,3] =3.00 ft Net Pressures (psf), Basic Load Cases 25.41 0.00 (+GCp i ) (-GCp i )(+GCp i ) (-GCp i ) 1 0.55 6.75 13.38 0.40 4.05 10.69 2 -0.20 -7.06 -0.43 -0.69 -16.03 -9.40 3 -0.45 -11.67 -5.03 -0.37 -10.14 -3.50 4 -0.40 -10.64 -4.01 -0.29 -8.66 -2.03 1E 0.74 10.33 16.97 0.61 7.93 14.56 2E -0.35 -9.68 -3.05 -1.07 -23.04 -16.40 3E -0.60 -14.44 -7.80 -0.53 -13.09 -6.45 4E -0.55 -13.52 -6.88 -0.43 -11.24 -4.61 5 -0.45 -11.61 -4.98 -0.45 -11.61 -4.98 6 -0.45 -11.61 -4.98 -0.45 -11.61 -4.98 Net Pressures (psf), Torsional Load Cases 25.41 (+GCp i ) (-GCp i ) 1T 0.55 1.69 3.35 2T -0.20 -1.77 -0.11 3T -0.45 -2.92 -1.26 4T -0.40 -2.66 -1.00 (+GCp i ) (-GCp i ) 1T 0.40 1.01 2.67 2T -0.69 -4.01 -2.35 3T -0.37 -2.53 -0.88 4T -0.29 -2.17 -0.51 G Cp f Surface WIND ANALYSIS FOR LOW-RISE BUILDING ( BASED ON ASE 7-16/ IBC 2021/ CBC 2022) Roof angle q = Surface Net Pressure withG Cp f Importance factor Building length Building height to ridge Building height to eave Topographic factor Basic wind speed Roof angle q = G Cp f Net Pressure with Effective area of components Exposure category (B, C or D) Roof angle q = Building width Net Pressure with Surface Roof angle q = G Cp f Net Pressure with 28 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction Area Area (ft2)(+GCp i ) (-GCp i )(ft2)(+GCp i ) (-GCp i ) 1 224 1.51 3.00 1 151 0.61 1.61 2 310 -2.19 -0.13 2 263 -4.22 -2.48 3 310 -3.62 -1.56 3 263 -2.67 -0.92 4 224 -2.38 -0.90 4 151 -1.31 -0.31 1E 48 0.50 0.81 1E 57 0.45 0.82 2E 66 -0.64 -0.20 2E 113 -2.60 -1.85 3E 66 -0.96 -0.52 3E 113 -1.48 -0.73 4E 48 -0.65 -0.33 4E 57 -0.64 -0.26 Horiz. 5.79 5.79 Horiz. 3.00 3.00 Vert. -6.69 -2.18 Vert. -9.91 -5.40 10 psf min.Horiz. 4.34 4.34 10 psf min.Horiz. 2.08 2.08 Vert. -6.80 -6.80 Sec. 6.1.4.1 Vert. -6.80 -6.80 Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction Area Area (ft2)(+GCp i ) (-GCp i ) (+GCp i ) (-GCp i )(ft2)(+GCp i ) (-GCp i ) (+GCp i ) (-GCp i ) 1 88 0.59 1.18 4 8 1 47 0.19 0.50 0 1 2 122 -0.86 -0.05 -3 0 2 151 -2.41 -1.42 9 5 3 122 -1.42 -0.61 4 2 3 151 -1.53 -0.53 -6 -2 4 88 -0.94 -0.35 7 2 4 47 -0.41 -0.10 1 0 1E 48 0.50 0.81 7 11 1E 57 0.45 0.82 3 6 2E 66 -0.64 -0.20 -4 -1 2E 113 -2.60 -1.85 9 7 3E 66 -0.96 -0.52 6 3 3E 113 -1.48 -0.73 -5 -3 4E 48 -0.65 -0.33 9 5 4E 57 -0.64 -0.26 4 2 1T 136 0.23 0.46 -2 -4 1T 104 0.11 0.28 0 -1 2T 188 -0.33 -0.02 1 0 2T 263 -1.06 -0.62 -8 -5 3T 188 -0.55 -0.24 -2 -1 3T 263 -0.67 -0.23 5 2 4T 136 -0.36 -0.14 -3 -1 4T 104 -0.22 -0.05 -1 0 25 25 11.6 11.6 Design pressures for components and cladding p = qh[ (G Cp) - (G Cpi)] where: p = pressure on component pmin = 10 psf (Sec. 6.1.4.2, pg 21) G Cp = external pressure coefficient. see table below Effective Area (ft2) GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP Comp.10 0.50 -0.90 0.50 -1.70 0.50 -2.60 1.00 -1.10 1.00 -1.40 Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 12.53 -19.91 12.53 -34.65 12.53 -51.24 21.75 -23.59 21.75 -29.12 Surface Pressure (k) with Zone 1 Zone 2 Total Horiz. Torsional Load, MT Comp. & Cladding Zone 1 Zone 2 Surface Pressure ( psf ) Torsion (ft-k) S Surface Pressure (k) withPressure (k) with S Torsion (ft-k) Total Horiz. Torsional Load, MT Zone 5 Zone 3 Zone 4 Zone 5 Zone 3 Zone 4 Pressure (k) withSurface 29 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 30 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 F1= 4.617 psf SW U-FORCE T.A. FORCE L1 L2 L3 L4 X1 4.62 402.25 1.86 KIPS 5.58 ft 12.00 ft X2 4.62 402.25 1.86 KIPS 20.00 ft Y1 4.62 249.92 1.15 KIPS 5.92 ft 3.42 ft Y2 4.62 378.58 1.75 KIPS 6.92 ft 6.92 ft Y3 4.62 176.00 0.81 KIPS 4.00 ft 4.00 ft FORCES LEVEL 1 LENGHT WALLS 31 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DATA: SEISMIC GOVERNS (0.6-.14SDS) D + 0.7 E SDS=1.15 TAG:FORCE HEIGHT X1.1 X1.2 F1=1.86 kips h1=8.00 ft L= 5.58 ft L= 12.00 ft 17.58 ft 1.86 kips 8.00 ft SHEAR STRESS 1857 lbs 17.58 ft OVERTURNING WALL:X1.1 5.58 ft LEVEL 1 MOT 4.72 4.72 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 10.63 159 WALL 16 8.00 128 Σw =287 plf USE: DLR=0.44 TYPE:SHEARWALL h/w=1.43 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-1 w/HDU2 H.D. S/LTT20 106 plf SHEARWALL CALCULATIONS LEVEL 1 6 4.48 k-ft 4 POST 0.49 kips 𝐿 𝑣 =𝐹∗ 1000 = 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 − (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 32 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 WALL:X1.2 12.00 ft LEVEL 1 MOT 10.14 10.14 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 20.00 300 WALL 16 8.00 128 Σw =428 plf USE: TYPE:SHEARWALL h/w=0.67 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-1 w/HDU2 H.D. NO 6 4 POST 30.82 k-ft 0.00 kips 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 ∗ (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 33 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DATA: SEISMIC GOVERNS (0.6-.14SDS) D + 0.7 E SDS=1.15 TAG:FORCE HEIGHT X2.1 F1=1.86 kips h1=8.00 ft L= 20.00 ft 20.00 ft 1.86 kips 8.00 ft SHEAR STRESS 1857 lbs 20.00 ft OVERTURNING WALL:X2.1 20.00 ft LEVEL 1 MOT 14.86 14.86 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 10.63 159 WALL 16 8.00 128 Σw =287 plf USE: DLR=0.44 TYPE:SHEARWALL h/w=0.40 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-1 w/HDU2 H.D. NO 93 plf SHEARWALL CALCULATIONS LEVEL 1 6 57.48 k-ft 4 POST 0.00 kips 𝐿 𝑣 =𝐹∗ 1000 = 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 − (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 34 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DATA: SEISMIC GOVERNS (0.6-.14SDS) D + 0.7 E SDS=1.15 TAG:FORCE HEIGHT Y1.1 Y1.2 F1=1.15 kips h1=8.00 ft L= 5.92 ft L= 3.42 ft 9.33 ft 1.15 kips 8.00 ft SHEAR STRESS 1154 lbs 9.33 ft OVERTURNING WALL:Y1.1 5.92 ft LEVEL 1 MOT 5.85 5.85 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 1.50 23 WALL 16 8.00 128 Σw =151 plf USE: DLR=0.44 TYPE:SHEARWALL h/w=1.35 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-2 w/HDU2 H.D. S/LTT20 124 plf SHEARWALL CALCULATIONS LEVEL 1 6 2.63 k-ft 4 POST 0.79 kips 𝐿 𝑣 =𝐹∗ 1000 = 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 − (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 35 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 WALL:Y1.2 3.42 ft LEVEL 1 MOT 3.38 3.38 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 20.00 300 WALL 16 8.00 128 Σw =428 plf USE: TYPE:SHEARWALL h/w=2.34 1.25-0.125h/b=0.96 Vallow=325 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-1 w/HDU2 H.D. S/LTT20 6 4 POST 2.50 k-ft 0.67 kips 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 ∗ (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 36 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DATA: SEISMIC GOVERNS (0.6-.14SDS) D + 0.7 E SDS=1.15 TAG:FORCE HEIGHT Y2.1 Y2.2 F1=1.75 kips h1=8.00 ft L= 6.92 ft L= 6.92 ft 13.83 ft 1.75 kips 8.00 ft SHEAR STRESS 1748 lbs 13.83 ft OVERTURNING WALL:Y2.1 6.92 ft LEVEL 1 MOT 6.99 6.99 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 1.33 20 WALL 16 8.00 128 Σw =148 plf USE: DLR=0.44 TYPE:SHEARWALL h/w=1.16 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-2 w/HDU2 H.D. S/LTT20 126 plf SHEARWALL CALCULATIONS LEVEL 1 6 3.54 k-ft 4 POST 0.79 kips 𝐿 𝑣 =𝐹∗ 1000 = 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 − (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 37 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 WALL:Y2.2 6.92 ft LEVEL 1 MOT 6.99 6.99 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 20.00 300 WALL 16 8.00 128 Σw =428 plf USE: TYPE:SHEARWALL h/w=1.16 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-1 w/HDU2 H.D. S/LTT20 6 4 POST 10.24 k-ft 0.36 kips 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 ∗ (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 38 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DATA: SEISMIC GOVERNS (0.6-.14SDS) D + 0.7 E SDS=1.15 TAG:FORCE HEIGHT Y3.1 Y3.2 F1=0.81 kips h1=8.00 ft L= 4.00 ft L= 4.00 ft 8.00 ft 0.81 kips 8.00 ft SHEAR STRESS 813 lbs 8.00 ft OVERTURNING WALL:Y3.1 4.00 ft LEVEL 1 MOT 3.25 3.25 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 1.50 23 WALL 16 8.00 128 Σw =151 plf USE: DLR=0.44 TYPE:SHEARWALL h/w=2.00 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-1 w/HDU2 H.D. S/LTT20 102 plf SHEARWALL CALCULATIONS LEVEL 1 6 1.20 k-ft 4 POST 0.68 kips 𝐿 𝑣 =𝐹∗ 1000 = 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 − (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 39 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 WALL:Y3.2 4.00 ft LEVEL 1 MOT 3.25 3.25 k-ft Uniform Loads Load Unit Load Tributary W (psf)(ft)(plf) ROOF 15 20.00 300 WALL 16 8.00 128 Σw =428 plf USE: TYPE:SHEARWALL h/w=2.00 Vallow=340 PLF OK ST-1 USE: HDU2 4 x Tallow=3.08 kips OK ST-1 w/HDU2 H.D. S/LTT20 6 4 POST 3.42 k-ft 0.44 kips 𝑀𝑂𝑇 =𝐹 ∗𝐿 𝐿∗ ℎ = 𝑀𝑅 =(𝛴𝑤 ∗ (𝐿)) 2 = 𝑇 =𝑀𝑂𝑇 ∗ (𝐷𝐿𝑅 ∗ 𝑀𝑅) 𝐿= 40 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 RFG J A� - lFARWA I SCH SHEARWALL SCHEDULE MARK SHEATHING NAIL EDGE FIELD SILL TO SILL TO ALLOW. SHEAR SIZE NAIL NAIL SHEAR WALL ( 1 ) (2) SPACING SPACING WOOD CONN. (1) CONC. CONN. (1) (PLF) TYPE(3) 15/32 STR I O.S. 10d 6" 12" SDS1/4"x6" @ 16" 2x: 5/8"1/J A.B. @ 32"340 I 3x: 5/8"1/J A.B. @ 48" 15/32 STR I O.S. 10d 4" 12" SDS1/4"x6" @ 12" 3x: 5/8"1/J A.B. @ 32" 510 JI ill 15/32 STR I O.S. 10d 3" STGR( 4) 12" SDS1/4"x6" @ 9" 3x: 5/8"1/J A.B. @ 24" 665 JI In 15/32 STR I O.S. 10d 2" STGR( 4) 12" SDS1/4''x6" @ 6" 3x: 5/8"1/J A.B. @ 16" 870 JI & 15/32 STR I D.S. 10d 4" 12" SDS1/4''x6" @ 6" 3x: 5/8"1/J A.B. @ 16" 1020 III � 15/32 STR I D.S. 10d 3" STGR( 4) 12" SDS1/4''x6" @ 4" 3x: 5/8"1/J A.B. @ 12" 1330 K A 15/32 STR I D.S. 10d 2" STGR( 4) 12" SDS1/4''x6" @ 3" 3x: 5/8"1/J A.B. @ 8" 1740 K SHEARWALL NOTES: (1)0.5. INDICATE5 5HEATI-HNG ON ONE 51DE OF WALL AS 5HOWN ON FLAN5.D.5. INDICATE5 DOU6LE 51DED 5HEARWALL: 5HEATHING ON 60TH 51DE5 OF WALL (2)USE COMMON WIRE NAIL5 FOR ALL STRUCT-1 5HEATHING. ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 41 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 REMARKS 4x4 4x4 4X4 4X6 4X67.15 10.83 ALLOWABLE 75% 2.31 3.42 4.23 6X6HDU14 3.075 4.565 5.645 6.970 9.535 14.445 5.23 HDU5 HDU8 HDU11 HOLDOWNS HDU2 HDU4 HD ALLOWABLE UPLIFT ESTRUCTURA USA, INC. ADVANCED STRUCTURAL ENGINEERING 468 North Camden Orive #131E Beverly Hills, CA. 90210 Sheet: Job. No: Project: 42 24-204 2201 HALLADAY ST. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 STRUCTURAL NOTES CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 02-S1.0 STRUCTURAL NOTES 940 E Anahurst Pl & 2201 S Halladay11/25/2024 I II III IV VIIIVIIVIV XIIXIXIX CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 02-S1.1 ALL TYPICAL DETAILS TYPICAL DETAILS 940 E Anahurst Pl & 2201 S Halladay11/25/2024 I II VIVIII VI VII VIII CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 02-S1.2 ALL TYPICAL DETAILS TYPICAL DETAILS 940 E Anahurst Pl & 2201 S Halladay11/25/2024 I II III IV VIIIVIIVIV CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 02-S1.3 ALL TYPICAL DETAILS TYPICAL DETAILS 940 E Anahurst Pl & 2201 S Halladay11/25/2024 SCALE: = 1'-0"I FOUNDATION PLAN 1/4" N 1 2 2 CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 2 10/16/24 PLAN CHECK 02-S2.0 FOUNDATION PLAN 940 E Anahurst Pl & 2201 S Halladay11/25/2024 SCALE: = 1'-0"2 ROOF FRAMING PLAN 1/4" C.J. N 2x 1 0 C . J . @ 1 6 " O . C . 2 CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 2 10/16/24 PLAN CHECK 02-S2.1 ROOF FRAMING PLAN 940 E Anahurst Pl & 2201 S Halladay11/25/2024 I II III IV VIIIVIIVI XIIXIXIX 1 CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 02-S3.0 ALL TYPICAL DETAILS FOUNDATION DETAILS 940 E Anahurst Pl & 2201 S Halladay11/25/2024 II IV VIIIVIIVIV XIIXIXIX IIII CHECK AND VERIFY ALL DIMENSIONS BEFORE PROCEEDING WITH THE WORK. REPORT DISCREPANCIES TO THE ENGINEER. ALL CONSTRUCTION SHALL CONFORM TO THE C.B.C. ENGINEER: Margarito Castillo, S.E. MARK DATE REVISIONS STRUCTURAL NOTES: JOB NO: DRAWN: CHECKED: DATE: ARCHITECT: SKY CONSTRUCTION INC. 468 N Camden Dr # 200, Beverly Hills, CA 90210 (310) 658-1225 estructuramx PROJECT : 2201 HALLADAY ST. PROJECT ADDRESS: 2201 HALLADAY ST. STA. ANA, CA 92707 SHEET NO.: SHEET TITLE: 24-204 DA MC 29 AUG 24 hello@emxse.com emxse.com 1 09/26/24 PLAN CHECK 09/26/24 DATE OF SIGN 1 02-S5.0 ROOF FRAMING DETAILS 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 03-G-01 GREEN CODE 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Autor Verificador EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 No. Description Date 940 E Anahurst Pl & 2201 S Halladay11/25/2024 Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 03-G-02 GREEN CODE 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Autor Verificador EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 No. Description Date 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DU C T I N S P E C T I O N S E R V I C E SO - C A L H E R S R A T I N G SE R V I N G A L L O F S O U T H E R N C A L I F O R N I A drawing no: date: checked by: drawn by: content: - HC ENV-1 08-28-24 pr o j e c t n a m e : RE S I D E N T I A L ad d r e s s E C O N O M Y T I T L E 2 4 60 5 5 W . W A S H I N G T O N B L V D . CO M M E R C E , C A L I F O R N I A 9 0 0 4 0 ec o n o m y t i t l e 2 4 @ y a h o o . c o m HE R S R A T I N G A N D 81 8 - 6 6 9 - 1 8 1 1 PROJECT # R-002335 22 0 1 H A L L A D A Y S T R E E T SA N T A A N A , C A 940 E Anahurst Pl & 2201 S Halladay11/25/2024 DU C T I N S P E C T I O N S E R V I C E SO - C A L H E R S R A T I N G SE R V I N G A L L O F S O U T H E R N C A L I F O R N I A drawing no: date: checked by: drawn by: content: - HC ENV-2 PROJECT # 08-28-24 pr o j e c t n a m e : RE S I D E N T I A L ad d r e s s E C O N O M Y T I T L E 2 4 60 5 5 W . W A S H I N G T O N B L V D . CO M M E R C E , C A L I F O R N I A 9 0 0 4 0 ec o n o m y t i t l e 2 4 @ y a h o o . c o m HE R S R A T I N G A N D 81 8 - 6 6 9 - 1 8 1 1 R-002335 22 0 1 H A L L A D A Y S T R E E T SA N T A A N A , C A 940 E Anahurst Pl & 2201 S Halladay11/25/2024 ELECTRICAL NOTES per 2022 California Electrical Code A. PANEL LOCATIONS B. NON-METTALIC SHEATED CABLE (CEC 334) C. CIRCUITS AND RECEPTACLES D. LIGHTING (CEC 210.70) E. FANS F. SMOKE ALARMS LIGHTING NOTES: NOTES: BATHROOM EXCHAUST FANS SEC.4.506.4 MECHANICAL EXCHAUST FANS WHICH EXCHAUST DIRECTLY FROM BATHROOM SHALL BE ENERGY STAR COMPLIANT, DUCTED TO TERMINATE OUTSIDE LATION SYSTEM. COVERS WHICH CLOSE WHEN THE FAN IS OFF THAT HAVE A MIN. INSULATION VALUE OF R-4.2 THE BUILDING, AND CONTROLLED BY A READILY ACCESSIBLE HUMIDSTAT OR A WHOLE HOUSE VENTIL WHOLE HOUSE EXCHAUST FANS SEC.4.507.1 WHOLE HOUSE FANS SHALL HAVE INSULATED LOUVERS OR HEATING AND AIR CONDITIONING DESIGN SEC.4.507.2 SYSTEM SHALL BE SIZED,DESIGNED AND SPECIFIED ACCORDING TO ACCA,ASHRAE,OR EQUIVALENT DESIGN SOFTWARE OR METHODS. 1. ALL (E) DIMENSIONS SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL (E) DIMEN SIONS IN FIELD. 5. LOCATION OF SMOKE DETECTORS (310.9.1) IN EACH SLEEPING AREA SHALL BE CENTRALLY LOCATED IN CORRIDOR (OR AREA) LEADING TO SLEEPING AREAS. SMOKE DETECTOR SHALL SOUND AN ALARM IN ALL SLEEPING AREAS. 2. ALL EXTERIOR WINDOWS SHALL UTILIZE MULTIPLE GLAZED PANELS CONSISTING OF NOT LESS THAN DUAL PANE GLAZING. 3. WINDOWS FOR EMERGENCY EGRESS OR RESCUE, SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A CLEAR OPENING OF 5.7 SQ.FT. MINIMUM. NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20" AND 24" MINIMUM IN HEIGHT.SILL FINISHED HEIGHT NOT MORE THAN 44" ABOVE FINISHED FLOOR LEVEL. 6. ALL GENERAL LIGHT AT KITCHEN AND BATH SHALL BE AN EFFICIENT LIGHTING. 2. SHOWERS AND TUB-SHOWERS COMBINATION SHALL BE PROVIDED WITH SEPERATE CONTROL VALVES FOR PRESSURE BALANCE.THE THERMO STATIC MIXING VALVE SHALL BE TYPE U.P.C. 420. 3. PLUMBING FIXTURES WITH THE FOLLOWING MAXIMUM WATER USAGE'S SHALL BE INSTALLED IN THE ADDITION,WHERE APPLICABLE,AND IN EXISTING BATHS WASHROOMS, KITCHENS, LAUNDRY,ETC,,, a) WATER SAVING SHOWERHEADS SHALL HAVE A MAXIMUM FLOW OF 1.8 GAL PER MIN. AT 80 PSI. (CPC 408.2) b) WATER SAVING SINK AND LAVATORY FAUCETS SHALL HAVE A MAXIMUM FLOW OF 1.5 GALLONS PER MIN.AT 60 PSI. c) WATER CLOSETS SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. d) KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GALLONS PER MINUTE AT 60 PSI. WARM AIR FURNACES ARE PROHIBITED IN BED ROOMS OR BATHROOMS UNLESS THEY ARE PROTECT VENT HEATER. 12. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED.91.2406.4: A. INGRESS AND EGRESS DOORS B. PANELS IN SLIDING OR SWINGING DOORS C. DOORS AND ENCLOSURE FOR HOT TUB, BATH TUB SHOWERS (ALSO GLAZING IN WALL ENCLO SING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE) D. IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE. E. IN WALL ENCLOSING STAIRWAY LANDING F. GUARDS AND HANDRAILS. 8. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLD WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3) 9. VEHICULAR ACCESS DOORS SHALL COMPLY WITH SECTION (R612.4). 11. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT,PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 12 PROVIDE ANTI GRAFFITI FINISH WITHIN THE FIRST 9 FEET ,MEASURED FROM THE GRADE,AT EXTERIOR WALLS AND DOORS EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE CITY OF LOS ANGE LES TO REMOVE ANY GRAFFITI WITHIN 7-DAYS OF THE GRAFFITI BEING APPLIED (6306). 3. SHOWER AND TUB ENCLOSURES SHALL BE TEM PERED (CBC 2406.4) WINDOWS AT SHOWERS AND TUBS SHALL BE TEMPERED. USE WATERPROOF 70" HIGH SHOWER WALL WITH HIGH ABSORBENT FINISH (CBC 80.1.3)FLOORS AND WALLS IN WATER CLOSET COMPARTMENTS AND SHOWERS SHALL COMPLY WITH SECTION 807.1.1 THROUGH 807. 1.4 AND 807.2. A. FIXED AND OPERSBLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOORS ASSEMBLIES. B. GLAZING IN A INDIVDUAL FIXED OROPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" INCH ARC OR EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. D. GLAZING IN RAILINGS. E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS.WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING. Panels shall not be located in the vicinity of easily ignitable material, such as clothes, or in bathroom ( CEC 240-24(D) ). 1.Protected by rigid metal conduit,intermediate metal conduit,electrical metallic tubing,schedule 80 PVC Conduit, pipe,or other means when cable is exposed or subject to physical damage. (CEC 334.15(b) ). 2.Protected by a 1/16 inch steel plate or sleeve,or be not less than 1-1/4 inch fromthe nearest edge of the framing member,When installed through framing members. Steel plates or sleeves are required on all double shear walls when cable is installed either through or parrallel to framing members (CEC 334.17 ). 3.Protected by guard strip with 6 feet of attic when no permanent stairs or ladders are provided (CEC 334.23, 320.23). 4.Protected by guard strips in entire attic when permanent stairs or ladders are provided. Access panels or doors from the second floor into the attic are cinsidered permanent access and guard strips are required in the entire attic. 5.Have a bending raduis not less than 5 times the diameter of the cable (CEC 334.24) ). 6.Supported at intervals not exceeding 4 1/2 feet and within 12" of every outlet box,cabinet or fitting (CEC 334.30) . 1.Receptacles shall be installed so that no point along the floor line in any wall space is more than 6ft. from an outlet,including any wall space 2 ft.wide or greater. Note: A fixed panel of a sliding glass door is considered wall space. (CEC 210.52(A) ). 2.In kitchens,breakfast rooms,pantries,and dining rooms a minimum of 2-20A circuits shall be provided (CEC 210.11(c)(1) ). Counter space receptacles shall be GFCI (CEC210.8(A) ). and installed: At each wall counter space that is 12 in or greater (CEC 210.52(C)(1) ); No more than 48 in oc. (CEC 210.52(C)(1); Maximum 24 in from the end of the counter (CEC 210.52(C)(1) ). Maximum 20 in above counter surface (CEC 210.52(C)(5) ). On island counter spaces (one receptacle min.)not more than 12 in below counter surface (CEC 210.52.11(C)(5) EXCEPTION). An island with less than 12'" behind the range top of sink is con sidered as dividing the countertop into two seperate spaces (CEC210.52(C)(2) ). On peninsular counter spaces (one receptacle min.)not more than 12 in below counter surface (CEC 210.52(C)(5) Exception). 3.Bathroom shall have a seperate 20A circuit (CEC210.11(C)(3) with at least one GFCI wall receptacle within 36 in of each basin (CEC 210.8(A)(1); (CEC 210.52(D). 4.Laundry rooms shall have a seperate 20A circuit with at least one receptacle shall be provided (CEC 210.11(C)(2) ).All receptacles within 6 ft. of the sinkshall be GFC I (CEC 210.8.(A)(7) ). 5.In garages,at least one GFCI receptacle shall be provided (CEC210.52.(G) ). All other garage recep tacle except those dedicated to an appliance or that are not accessible shall be GFCI.(CEC 210.8(A)(2). 6.In hallway of 10 ft or more in length at least one receptacle shall be provided ( CEC 210.52(H) ). 7.Outdoor outlets shall be GFCI (CEC 210.8(3) ).One outlet shall be installed at the front of the dwelling and one at the rear of the dwelling.Receptacles shall be accessible at grade level and not more than 6 1/2 ft above grade (CEC 210.52(E) ). 8.All crawl space receptacle shall be GFCI (CEC 210.8(A)(4) ). 9.All unfinished basement receptacles shall be GFCI unless they are not readily accessible or are service a dedicated appliances (CEC 210.8(A)(5) ). 10.All receptacles with 6 ft of a wet bar shall be GFCI (CEC 210.8(A)(7) ). 11. All receptacles on 15A or 20A branch circuits that supply family rooms,dining rooms,living rooms,parlors, libraries,dens,bedrooms,sunrooms,recreation rooms,closets, hallways, or similar rooms,or areas shall beprotected by combination-type Arc-fault Circuit Interrupters (AFCI),including switched outlets(CEC 210.12(B) ). 12.All receptacles serving appliances or motors with a rating of 1 HP or 6 amps shall be on a seperate circuits. 13.For HVAC equipment,a seperate 15A or 20A circuit with an accessible receptacle at the equipment shall be provided within 25 ft of the equipment (CEC 210.63).If located in an under floor area.The receptacle shall be GFCI (CEC 210.8(4) ). 1.Switched lighting shall be installed in: from an outlet,including any wall space 2 ft.wide or greater. Note: A fixed panel of a sliding glass door All habitable rooms, Bathrooms,Hallways,and Stairways at each level. Garages At all outdoor entrances and exits. In all attics, under floor areas,utility rooms,and basement used for storage. Near HVAC equipment in attic,under floor areas,rooms or basements,with a switch at the access point. 2.Lighting installed in a closet shall be a surface mounted or recessed flourescent fixture or a surface mounted incandescent fixture with completely enclosed lamps.surface incandescent lighting shall be installed a minimum of 12 in. from the nearest point of a storage space. Surface fluorescent lighting and recessed lighting shall be installed a minimum of 6 in. from the nearest point of a storage space (CEC 410.8(D). In bathrooms containing tubs or showers,a fan capable of exhausting 50 cfm shall be installed (Energy Standards 150 (0). In new construction,smoke alarms shall recieve their primary power from the building wiring.The wiring shall be permanent and installed without a disconnecting switch other than those required for over current protection (CRC R314.4). 2. BATHROOMS, GARAGES, LAUNDRY ROOMS, OR UTILITY ROOMS MUST HAVE HIGH EFFICACY LIGHTING,OR AN OCCUPANT SENSOR WITH A MANUAL-ON/OFF FEATURE MAY BE INSTALLED. 3. BEDROOMS,LIVING ROOMS,FAMILY ROOMS,AND OTHER ROOMS USED FOR LIVING AND SLEEPING MUST HAVE HIGH EFFICACY LIGHTING,OR AN OCCUPANT SENSOR WITH A MANUAL -ON/OFF FEATURE OR DIMMER MAY BE INSTALLED. 4. EXTERIOR LIGHTING MUST BE HIGH EFFICACY OR AN OCCUPANT SENSOR WITH AN INTEGRAL PHOTO CONTROL MAY BE INSTALLED. 1. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATE SPECIFIED IN SECTION 4.303.1 2. WHEN THE SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, AND/OR OTHER OUTLETS CONTROLLED BU A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80 PSI, THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE OPERATED AT A TIME. ROOF NOTES: ARCHITECTURAL PLAN NOTES: 1. KITCHEN RANGE HOODS SHALL BE INSTALLED FOR COOKING FACILITIES WITH AN APPROVED FORCED-DRAFT SYSTEM OF VENTILATION VENTED TO THE OUTSIDE OF THE BUILDING. DUCTS USED FOR DOMESTIC KITCHEN RANGE VENTILATION SHALL BE OF METAL, OR OTHER APPROVED MATERIAL, AND SHALL HAVE SMOOTH INTERIOR SURFACES. DUCTS FOR DOMESTIC RANGE HOODS SHALL ONLY SERVE COOKING APPLIANCES. (CMC 504.3; 3:& 150.0 (o) 1G, 2B) KITCHEN NOTES: 4. ELEMENTS SHOWN ON THIS PLAN ARE NEW UNLESS LABELED AS EXISTING "(E)" OR SHOWN ON THE EXISTING FLOOR PLAN. 7. DOORS AND WINDOWS SHALL BE CENTERED ON WALLS AS SHOWN, UNLESS SPECIFICALLY DIMENSIONED. BATHROOM NOTES: 1. BATHROOMS SHALL BE PROVIDED WITH MECHANICAL VENTILATION OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 4. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS W ITH A SHOWERHEAD, AND SHOWER COMPARTIMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE EXTENDING TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 5. ACCESS TO BATHROOM FIXTURES: WATER CLOSETS SHALL BE SET AT LEAST 15" FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. THE CLEAR SPACE IN FRONT OF ANY WATER CLOSET SHALL BE NOT LESS THAN 24". 9. SHOWER COMPARTMENTS SHALL HAVE A MINIMUM FINISHED INTERIOR OF 1,024 SQ. IN. AND SHALL BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. 7. SHOWER SHALL BE PROVIDED WITH MIXING VALVE THAT WILL PROVIDE SCALD AND THERMAL SHOCK PROTECTION IN ACORDANCE WITH ASSE 1016 OR ASME A112.18.1/SCA B125.1. (CPC. 408.3) e) INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORADNCE WITH CPC SECTION 609.11.1 ANS SECTION 609.11.2 5. EXTERIOR LANDING OR FLOOR AT EXTERIOR DOORS SHALL BE A MAXIMUM OF 7-3/4" BELOW THE TOP THRESHOLD THE THE DOOR DOES NOT SWING OUT OVER THE LANDING OR FLOOR. IF DOOR SW INGS OUTWARD, A LANDING SHALL BE 1.5" MAXIMUM BELOW THE TOP OF THRESHOLD. LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL NOT LESS THAN 36". LANDINGS SHALL SLOPE AWAY FROM THE DWELLING AT 2% MAXIMUM (SLOPE.11.3) SAFETY GLAZING IS REQUIRED IN THE FOLLOWING LOCATIONS: 6. SHOWER CONTROL - CONTROL VALVES AND SHOWERHEADS SHALL BE LOCATED ON THE SIDE OF SHOWER COMPARTMENTS OR OTHERWISE ARRANGED SO THAT THE SHOWERHEAD DOES NOT DISCHARGE DIRECTLY AT THE ENTRANCE OF THE COMPARTMENT SO THAT THE BATHER CAN ADJUST THE VALVES PRIOR TO STEPPING INTO THE SHOWER SPRAY (CPC 408.9) 8. SHOWER THRESHOLD SHALL BE NO LESS THAN 2" ABOVE THE SHOWER DRAIN. THE FINISHED FLOOR OF THE RECEPTOR SHALL SLOPE UNIFORMLY FROM THE SIDES TOWARDS THE DRAIN NO LESS THAN1/4"" PER FOOT AND NO MORE THAN 1/2" PER FOOT (CPC408.5) 10. BATHROOM AND EXHAUST FAN(S) SHALL BE OF THE FALLOWING. a. ENERGY STAR COMPLIANT b. BE DUCTED TO TERMINATE OUTSIDE THE BUILDING c. BE RATED FOR SOUND AT A MAXIMUM OF 3 ZONE d. SWITCHED SEPARATELY FROM LIGHTING. a. KITCHEN VENTED RANGE HOOD. i HERS VERIFICATION OF AIRFLOW AND SOUND RATING ii MINIMUM AIRFLOW OF 100 CFM iii MAXIMUM ZONE RATING. OF 3.0 C. GLAZING IN AN INDIVUAL FIXED OR OPERABLE PANEL THAT MEET ALL OF THE FOLLOWING CONDITIONS: 1) EXPOSED AREA OF AN INDIVUAL PANE GREATER THAN 9 SQUARE FEET. 2) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR 3) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR 4) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. A MINIMUM OF 50% OF THE LUMINARIES IN A KITCHEN MUST BE HIGH EFFICACY. PLUMBING NOTES: 13. EMERGENCY ESCAPE AND RESCUE OPENINGS: BASEMENTS, HABITABLE ATTICS, AND EVERY SLEEPING ROOM SHALL BE PROVIDED WITH AN OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. THE BOTTOM OF THE CLEAR OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR. OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT OPENS TO A PUBLIC WAY. WHEN LOCATED AT THE GRADE FLOOR, THE NET CLEAR OPENING SHALL BE AT LEAST 5 SQ. FT. ELSEWHERE, THE NET CLEAR OPENING SHALL BE AT LEAST 5.7 SQ. FT. THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24". THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20". OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, PROVIDED THE MINIMUM NET CLEAR OPENING SIZE COMPLIES AS DESCRIBED ABOVE. SUCH DEVICES SHALL BE RELEASABLE OR REMOVABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR FORCE GREATER THAN THAT WHICH IS REQUIRED FOR NORMAL OPERATION OF THE ESCAPE AND RESCUE OPENING. SECURITY BARS (BURGLAR BARS) SHALL COMPLY WITH CALIFORNIA REFERENCED STANDARDS CODE (TITLE 24, PART 12) CHAPTER 12-3. 14. WINDOW SILLS, FALL PROTECTION: WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72" ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24" ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. OTHERWISE, OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4" DIAMETER SPHERE, OR A CODE-COMPLIANT FALL PREVENTION OR OPENING LIMITING DEVICE SHALL BE PROVIDED. 15. ATTIC ACCESS: AN ATTIC ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. 30" MINIMUM HEADROOM IS REQUIRED ABOVE THE ACCESS OPENING. THE ROUGH-FRAMED OPENING SHALL BE AT LEAST 22" x 30". WHEN EQUIPMENT IS LOCATED IN THE ATTIC, THE ACCESS OPENING SHALL BE AT LEAST AS LARGE AS THE LARGEST COMPONENT OF THE EQUIPMENT. 16. WHERE ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT SHALL BE EQUIPPED WITH SMOKE ALARMS AND CARBON MONOXIDE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. (CRC R314.2.2 & R315.2.1) SMOKE ALARMS SHALL BE PROVIDED IN EACH BEDROOM, OUTSIDE EACH BEDROOM IN THE IMMEDIATE VICINITY AND ON EVERY LEVEL. (CRC R314.3) CARBON MONOXIDE ALARMS SHALL BE PROVIDED OUTSIDE EACH BEDROOM IN THE IMMEDIATE VICINITY AND ON EVERY LEVEL. (CRC R315.3) ALL SMOKE DETECTORS 10 YEARS OR OLDER SHALL BE REPLACED. 1. RECESSED DOWNLIGHT LUMINAIRES IN CEILING . IN ADDITION TO COMPLYING WITH 150.0 (k) LUMINAIRIES RECESSED INTO CEILINGS SHALL MEET ALL OF OF THE FALLIWING REQUIREMENTS. a. BE LISTED, AS DEFINED IN SECTION 100.0, FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UNDERWRITERS LABORATORIES OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY: AND b. HAVE A LABEL THAT CERTIFIES THE LUMINAIRE IS AIRTIGHT WITH AIR LEAKAGE LESS THAN 2.0 CFM AT 75 PASCALS WHEN TESTED IN ACCORDANCE WITH ASTM E283. AN EXHAUST FAN HOUSING SAHALL NOT BE REQUIERD TO BE CERTIFIED AIRTIGHT: AND c. BE SEALED WITH A GASKET OR KAULK BETWEEN THE LUMINAIRE HOUSING AND CEILING, AND HAVE ALL AIR LEAK PATHS BETWEEN CONDITIONED AND UNCONDITIONED SPACES SEALED WITH A GASKET OR CAULK: AND d. SHALL NOT CONTAIN SCREW BASE SOCKETS. 6. THE MINIMUM WIDTH OF HALLWAYS SHALL BE AT LEAST 3 FT. 1. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. 2. GLAZING IN A FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION, AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE WALKING SURFACE. 3. GLAZING IN A FIXED OR OPERABLE PANEL MEETING ALL OF THE FOLLOWING CONDITIONS: THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQ. FT.; AND THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE FLOOR; AND THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR; AND A WALKING SURFACE IS WITHIN 36" OF THE GLAZING. 4. ALL GLAZING IN RAILINGS. 5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING SURFACE AND WITHIN 60" OF THE WATER'S EDGE. 9. SAFETY GLAZING SHALL BE PROVIDED WITH A MANUFACTURER'S DESIGNATION OR LABEL AS REQUIRED BY THE CODE. 10. SAFETY GLAZING REQUIRED TO BE PERMANENTLY MARKED (ETCHED) AS REQUIRED BY CRC R.308.1. 8. GLAZING ADJACENT TO STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE NOSE OF THE TREAD. 7. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36" HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING COMFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4). 1. ROOF ASSEMBLIES SHALL BE INSTALLED IN ACCORDANCE WITH THE CODE AND THE APPROVED MANUFACTURER'S INSTALLATION INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. FLASHINGS SHALL BE INSTALLED IN A MANNER THAT PREVENTS M0ISTURE FROM ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH M0ISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. 2. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE PROVIDED BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL BE SCREENED WITH A CORROSION-RESISTANT MESH HAVING 1/16" - 1/8" OPENINGS. 3. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1 /150 OF THE AREA OF THE SPACE VENTILATED. REDUCTION TO 1/300 IS PERMITTED IF BETWEEN 50% AND 80% OF THE VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE, AT LEAST 3 FEET ABOVE EAVE OR CORNICE VENTS. AS BARRIER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF 1" SPACE SHALL BE PROVIDED BETWEEN ll-lE INSULATION AND THE ROOFSHEATHING AND AT THE LOCATION OF THE VENT. 4. AN ALTERNATIVE, THE NET FREE CROSS-VENTILATING AREA MAY BE REDUCED TO 1/300 WHEN A CLASS I OR II VAPOR IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS, AT LEAST ONE INSTALLED LUMINAIRE SHALL BE CONTROLLED BY AN OCCUPANCY OR VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. AFOR SINGLE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL MEET THE REQUIREMENT IN ITEM I AND THE REQUIREMENTS IN EITHER ITEM II OR ITEM III: I. CONTROLLED BY A MANUAL ON AND OFF CONTROL SWITCH THAT PERMITS THE AUTOMATIC ACTIONS OF ITEMS II OR III BELOW; AND II. CONTROLLED BY A PHOTOCELL AND EITHER A MOTION SENSOR OR AN AUTOMATIC TIME SWITCH CONTROL; OR III. CONTROLLED BY AN ASTRONOMICAL TIME CLOCK CONTROL. CONTROLS THAT OVERRIDE TO ON SHALL NOT BE ALLOWED UNLESS THE OVERRIDE AUTOMATICALLY RETURNS THE AUTOMATIC CONTROL TO ITS NORMAL OPERATION WITHIN 6 HOURS. AN ENERGY MANAGEMENT CONTROL SYSTEM THAT PROVIDES THE SPECIFIED LIGHTING CONTROL FUNCTIONALITY AND COMPLIES WITH ALL REQUIREMENTS APPLICABLE TO THE SPECIFIED CONTROLS MAY BE USED TO MEET THESE REQUIREMENTS. HIGH EFFICACY LUMINARIES MUST BE PIN BASED. RECEPTACLES IN ALL ROOMS SHALL BE AFCI PROTECTED. ALL RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLE PER CEC 406.11. RECESSED LIGHT FIXTURES INSTALLED IN A RATED CEILING SHALL BE RATED(IC), (AT) AIR TIGHT, AND GASKETED OR CAULKED BETWEEN THE HOUSING AND CEILING. LIGHTING CONTROLS SHALL COMPLY WITH THE APPLICABLE REQUIREMENTS OF SECTION 110.9. Project number Date Drawn by Checked by E-mail:skyaaconstruction@gmail.com THIS DESIGN AND DRAWINGS, ARE COPYRIGHT PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF AA SKY CONSTRUCTION INC., THEY SHALL BE NO USED, MODIFIED DUPLICATED IN WHOLE OR IN ANY MANNER, NOR ASSIGNED TO A THIRD PARTY WITHOUT THE WRITTEN AUTHORIZATION OF AA SKY CONSTRUCTION INC. APPROVAL STAMP OWNER CONTACT PERSON DESIGNER AA SKY CONSTRUCTION INC. 2074 SILVERADO ST. SAN MARCOS CA 92078 LIC#1061749 OFFICE 858 888 3752 CELL 760 845 7697 RAFAEL G LUJANO E-MAIL: SKYAACONSTRUCTION@GMAIL.COM CONSULTANTS 05-E-01 GENERAL NOTES 0001 940 E ANAHURST PL. STA. ANA, CA 92707 05-20-2024 Lucas - EX. 400 SQ.FT. GARAGE+ NEW 280 SQ.FT. TO BE A 680 SQ.FT. ADU RAFAEL LUJANO RAFAEL LUJANO 2201 HALLADAY ST. STA. ANA, CA 92707 skyaaconstruction@gmail.com +17608457697 No. Description Date 1 Revisión 1 Fecha 1 1.2 GALLONS PER MIN. AT 60 PSI. 940 E Anahurst Pl & 2201 S Halladay11/25/2024 940 E Anahurst Pl & 2201 S Halladay11/25/2024 September 26, 2024 Attn: To Whom It May Concern I, Margarito Castillo, S.E., hereby acknowledge that I am the responsible engineer for the structural calculations submitted for the project 2201 Halladay St. I have reviewed the documents and confirm that, although the address listed on the structural calculations differs from my current address, I am the licensed professional responsible for these calculations. Enclosed with this letter is my updated contact information, and I confirm my availability for any further inquiries related to this project. Please feel free to reach out should you require any additional clarification or documentation. Respectfully, 940 E Anahurst Pl & 2201 S Halladay11/25/2024 APP-13 CBC 2016 NOTICE TO PROPERTY OWNER Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of the property improvem ents specified at ___________________________________________________________________________________________. We are providing you with an Owner-Builder Acknowledgment and Information Verification Form to make you aware of your responsibilities and possible risk you may incur by having this permit issued in your names as the Owner -Builder. We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owne r, obtain the prior approval of the permitting authority. OWNER’S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON DIRECTIONS: Read and initial each statement below to signify you understand or verify this information. _____1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an “Owner -Builder” build- ing permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and his or her employees while working on my property. My homeowner’s insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of the limits of my insurance coverage for injuries to workers on my prop- erty. _____2. I understand building permits are not required to be signed by property owners unless they are responsible for the construction and are not hiring a licensed Contractor to assume this responsibility. _____3. I understand as an “Owner-Builder” I am the responsible party of record on the permit. I understand that I may protect myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead o f my own. _____4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbe rs on permits and contracts. _____5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an “employer” under state and federal law. _____6. I understand if I am considered an “employer” under state and Federal law, I must register with the state and federa l government, withhold payroll taxes, provide workers’ compensation disability insurance, and contribute to unemployment com- pensation of each “employee.” I also understand my failure to abide by these laws may subject me to serious financial risk. _____7. I understand under California Contractors’ State License Law, an Owner-Builder who builds single-family residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontrac- tors and the number of structures does not exceed four within any calendar years, or all of the work is performed under contr act with a licensed general building Contractor. _____8. I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any finan- cial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workma n- ship or materials. Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 940 East Anahurst Place, Santa ana CA 92707 RL RL RL RL RL RL RL RL 940 E Anahurst Pl & 2201 S Halladay11/25/2024 _____9. I understand I may obtain more information regarding my obligations as an “employer” from the Internal Revenue Ser- vice, the United States Small Business Administration, the California Department of Benefit Payments, and the California Divi- sion of Industrial Accidents. I also understand I may contact the California Contractors’ State License Board (CSLB) at 1 -800- 321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors. _____10. I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand that I am the party legally and financially responsible for proposed construction activity at the following ad- dress:_________________________________________________________________________________________. _____11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern Owner-Builders as well as employers. ____12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the informati on I have provided on this form. Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a license, the Contractors’ State License Board may be unable to assist you with any financial loss you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to underst and that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-Builder and wish to hire Contactors, you will be responsible for verifying whether or not those Contractors are properly licensed and the status of their workers’ compensation insurance coverage. Before a building permit can be issued, this form must be completed and signed by the property owner and returned to the agency responsible for issuing the permit. Note: A copy of the property owner’s driver’s license, form notariza- tion, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the property owner’s signature. Signature of Property Owner _____________________________________________ Date: ______________________ Print name of Owner __________________________________________________ AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER’S BEHALF Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner -Builder Permit for my project. Scope of Construction Project (or Description of Work):_______________________________________________________ Project Location or Address: ____________________________________________________________________________ Name of Authorized Agent: _____________________________________________________________________________ Address of Authorized Agent:__________________________________________________________________________ Phone Number of Authorized Agent: ______________________________________________________________________ I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above information and certify its accuracy. Property Owner’s Signature: __________________________________________________ Date:______________________ Print Name of Owner: ______________________________________________________________ Note: A copy of the owner’s driver’s license, form notarization, or other verification acceptable to the agency is re- quired to be presented when the permit is issued to verify the property owner’s signature. RL RL 940 East Anahurst Place, Santa ana CA 92707 RL RL Rafael Lujano 11/15/2024 Garage Conversion to ADU 940 East Anahurst Place, Santa ana CA 92707 Rafael Lujano 2201 S Halladay st Santa Ana CA.92707 760-845-7697 Rafael Lujano 11/15/2024 940 E Anahurst Pl & 2201 S Halladay11/25/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR 400 280 680 x 940 E Anahurst Pl & 2201 S Halladay11/25/2024