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Home My WebLink About2201 S Halladay St - PlanEX. 1,661 SQ.FT. SFD (NO SPRINKLERS) EX . D R I V E W A Y AP P R O A C H N NEW 132 S.F. ADD EX. LANDSCAPE EX. WALKWAY EX. DRIVEWAY EX. CONCRETE PROPERTY LINE 50' S HALLADAY ST. 7' - 0"31' - 6" 6' - 0" 5' - 6" 25 ' - 7 " 35' - 0" 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 632 S.F. REMODEL KITCHEN AND BEDROOM 2% MIN SLOPE 2% MIN SLOPE 5% MIN SLOPE GAS METER ELEC. PANEL Sidewalk WATER METER Si d e w a l k EX. 400 S.F. GARAGE 30 ' - 0 " 39 ' - 0 " 13 ' - 6 " 30 ' - 4 " 24 ' - 0 " ST R E E T 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 5% M I N SL O P E 13 ' - 6 " 16' - 8" 4:12 4: 1 2 4:12 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 20' - 0"18' - 0"12' - 0" 7' - 6" TO EAVE 6' - 6" 14 ' - 4 " 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% MIN SLOPE EX. 300 SQ.FT. COVERED PATIO 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) 9. BUILDING SECURITY REGULATIONS: FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE-MONTH PERIOD EXCEED FIFTY (50%) PERCENT OF THE VALUE OF ANY EXISTING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. 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 • EX. OFFICE TO BE REMOVED • EX. BATHROOM TO BE REMODEL AND RE LOCATED (ROOM #3) • EX. CLOSET TO BE REMODEL AND RE LOCATED • (ROOM #3) • EX. PANTRY TO BE REMODEL (KITCHEN AREA) • EX. KITCHEN TO BE REMODEL • NEW LAUNDRY (EX. HALLWAY) • NEW CLOSET (EX. HALLWAY) • NEW GAMEROOM • NEW HALLWAY • NEW CLOSET (N. HALLWAY) • NEW 132 SQ.FT. ADD 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.) • 2023 LA FIRE CODE (LAFC) • 2022 CALIFORNIA MECHANICAL CODE • 2022 CALIFORNIA PLUMBING CODE • CITY MUNICIPAL CODE 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. 9. AS PER AMC SEC. 18.38.015 ADU LESS THAN 800 SF DO NOT GET INCLUDED IN THE LOT COVERAGE CALCULATIO. THE LOT COVERAGE SHALL BE LIMITED TO MAIN HOME AND ADDITION. 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. New ADD 132 sq.ft Ex. Garage 400 sq.ft. Total SFD +ADD 1,793 sq.ft. Ratio 26.21 % SQUARE FOOTAGE 1/8" = 1'-0" Site Plan1 INDEX PLAN DESCRIPTION 00-G-01 SITE PLAN & PROJECT INFO 01-A-01 EXISTING FLOOR PLAN & EXISTING ROOF PLAN 01-A-02 PROPOSED FLOOR PLAN, PROPOSED ROOF PLAN - ADD 01-A-03 UTILITY PLAN - ADD 01-A-04 ELEVATIONS & SECTIONS - ADD 01-A-05 SPECS 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-S2.2 ROOF FRAMING PLAN 02-S3.0 FOUNDATION DETAILS 02-S5.0 ROOF FRAMING DETAILS 02-WS WH1 TYPICAL DETAILS 02-WS WH2 TYPICAL DETAILS 03-G-01 GREEN CODE 03-G-02 GREEN CODE 03-G-03 TITLE 24 REPORT-ADD 03-G-04 TITLE 24 REPORT-ADD 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 SITE PLAN & PROJECT INFO 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Lucas - NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date Occupancy Group: R-3 Contruction Type: V-B Number of stories: One Fire Sprinkler: None exists Bldg# 101119327 APPROVALS: PLNG - MKilroy BLDG - CSG Consultants 2201 S Halladay St 9/24/2024 N Ex. Door to be removed 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 " 14 ' - 0 " 46 ' - 7 " 16' - 0"14' - 3" 31' - 6" Ex. Room #3 Ex. Master Bathroom Ex. CL Ex. CL Ex. Hallway Ex. Kitchen Ex. Living Room Ex. Room #2 Ex. Room #1 Ex. Closet Ex. Living Room Ex. Office Ex. CL Ex. Pantry Ex. CL Ex. Bathroom Ex. Door to be removed Ex. Door to be removed Ex. Door to be removed Ex. Door to be removed 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'x5' SLIDING WIND.EX. 4'x5' SINGLE HUNG WIND. EX. 3'x4' SINGLE HUNG WIND. EX . 4 ' x 3 ' S L I D I N G W I N D . EX . 5 ' x 4 ' S L I D I N G W I N D . EX . 5 ' 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. 2'x5' SINGLE HUNG WIND. EX. 2'x5' SINGLE HUNG WIND. EX. WALL TO REMAIN EX. WALL TO BE DEMO WALL SCHEDULE EX. ROOF FRAMING AND FINISHES TO REMAIN EX. FLAT ROOF FRAMING TO REMOVE 2% S l o p e 4:12 4:12 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 4:12 4: 1 2 2% S l o p e 54 ' - 6 " 37' - 6" 1' - 0" 1' - 0 " 21' - 0" 1' - 0" 1' - 0 " 14 ' - 0 " 15 ' - 0 " 12 ' - 0 " 11' - 3"5' - 3" 6' - 1 1 " 6' - 7 " 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 FLOOR PLAN & EXISTING ROOF PLAN 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 11 1/4" = 1'-0" Wall Schedule - Existing 1/4" = 1'-0" Existing Roof Plan 12 No. Description Date 2201 S Halladay St 9/24/2024 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 1 C 2'-6" W X 6'-8" H 1 3/8"DOUBLE FOLDING DOOR WOOD WOOD1 2' - 8" C 6' - 8 " 3' - 0"2' - 6"4' - 0"5' - 0"2' - 6"4' - 0"7' - 11" D E F G H D E F G H 2 1 1 1 1 4'-0" W X 6'-8" H 1 3/8" DOUBLE FOUR-WING FOLDING DOOR WOOD WOOD 5'-0" W X 6'-8" H 1 3/8" DOUBLE FOUR-WING FOLDING DOOR WOOD WOOD 2'-6" W X 6'-8" H 1 3/8"INT. HOLLOW CORE DOOR WOOD WOOD 8'-0" W X 6'-8" H 1 3/8" DOUBLE FOUR-WING SLIDING DOOR GLASS WOOD 8'-0" W X 6'-8" H 1 3/8" DOUBLE POCKET DOOR GLASS WOOD U-FACTOR SHGC 0.29 0.22 0.05 6' - 8 " 2 4'-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 4' - 0" 2' - 0 " 1 4' - 0" 3' - 0 " U-FACTOR SHGC 0.29 0.22 0.29 0.22 N 30" MIN ø 2' - 8" N.Landing 4' x 3' Landing 7 3/4" max. below threshold Tempered Glass N. Gameroom N. Bathroom N. CL N. CL N. CL N. Laundry N. Hallway Ex. Room #3 Ex. Master Bathroom Ex. Kitchen Ex. Hallway Ex. Room #2 Ex. Living Room Ex. CL Ex. CL Pa n t r y Pa n t r y G A F D D E C H 1 2 F B 15 " mi n 15 " mi n 19 ' - 0 " 4' - 0"3' - 8"5' - 3"5' - 1" 13 ' - 6 " 11 ' - 8 " 25 ' - 2 " 6' - 3"4' - 0"10' - 8" 21' - 4" 8' - 5 " 5' - 1 " 5' - 7 " 2' - 1 0 " 3' - 3 " 3' - 11"3' - 3"17' - 3" 2' - 7" 4 01-A-04 3 01-A-04 01-A-04 1 01-A-042 Ex. Room #1 Ex. Closet Ex. Living Room 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'x5' SLIDING WIND.EX. 4'x5' SINGLE HUNG WIND. EX. 3'x4' SINGLE HUNG WIND. EX . 4 ' x 3 ' S L I D I N G W I N D . EX . 5 ' x 4 ' S L I D I N G W I N D . EX . 5 ' 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. 2'x5' SINGLE HUNG WIND. EX. 2'x5' SINGLE HUNG WIND. 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'x5' SLIDING WIND.EX. 4'x5' SINGLE HUNG WIND. EX. 3'x4' SINGLE HUNG WIND. EX . 4 ' x 3 ' S L I D I N G W I N D . EX . 5 ' x 4 ' S L I D I N G W I N D . EX . 5 ' 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. 2'x5' SINGLE HUNG WIND. EX. 2'x5' SINGLE HUNG WIND. 13 ' - 1 " 9' - 0 " 1' - 1 0 " 12 ' - 7 " 1' - 1 1 " 10 ' - 2 " 51 ' - 6 " 5' - 0"11' - 0"14' - 3" 31' - 6" 12 ' - 6 " 14 ' - 0 " 13' - 3" 13' - 8" N.Landing 6' x 3' 3' - 7" 3' - 6" EX. SLIDING DOOR 3' - 0 " 3' - 6" 2' - 1 0 " 6' - 0" 3' - 0" 6' - 0"4' - 0" 3' - 0 " 3' - 0 " Landing 7 3/4" max. below threshold 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 1 VENTILATION REQUIRED: SQ. FT. / 150 =SQ. FT.1150ATTIC AREA X 144 =SQ. IN.144 VENTILATION PROVIDED: 72 SQ. IN. EA. =1442 SQ. IN.- SQ. IN.O HAGIN 147 SQ. IN. EA. =-GABLE LOUVER VENT TOTAL VENTILATION PROVIDED:SQ. IN.144 EX. WALL TO REMAIN EX. WALL TO BE DEMO WALL SCHEDULE NEW WALL 1-HR RATED/ SOUND RATED (STC-50) NEW FLAT ROOF EX. ROOF FRAMING AND FINISHES TO REMAIN 12 ' - 0 " 13 ' - 6 " 16' - 6"21' - 0" 4:12 4:12 4: 1 2 4: 1 2 4:12 4: 1 2 4:12 4:12 4: 1 2 4: 1 2 54 ' - 6 " 37' - 6" 14 ' - 0 " 15 ' - 0 " 2% EAVE 1' - 0" EA V E 1' - 0 " Dryer duct termination location 1 01-A-03 1 01-A-03 2 01-A-03 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 (2.0 GPM @ 80 PSI) -FAUCETS (2.0 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: WATER CLOSETS 1.28 GPF, SHOWERHEADS 2.0 GPM, LAUNDRY FAUCETS 1.5 GPM, SINK FAUCETS 1.5 GPM, AND KITCHEN FAUCETS 1.8 GPM 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" Proposed Floor Plan 11 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 PROPOSED FLOOR PLAN, PROPOSED ROOF PLAN - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Lucas - NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" Proposed Roof Plan 12 No. Description Date 2201 S Halladay St 9/24/2024 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 (16,000 BTU) EXHAUST INTAKE FAN. 50 CFM MIN. WITH HUMIDSTAT CONTROLS AT RESTROOMS, LAU AND UTILITY. 100 CFM MIN AT KITCHEN UTILITY LEGEND W LED LED ELECTRICAL SUBPANEL 100 A. SMOKE DETECTOR CM CARBON MONOXIDE ALARM SD SDCM W. LED LED SD LED LED LED LED LED LED LED SD CM SD SD SD SD CM SD CM Dryer duct (See detail) W D D D D D D D LED LED LED 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 UTILITY PLAN - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" Utility Plan 1 (For reference only)1 No. Description Date 1 Revisión 1 Fecha 1 TYPICAL DETAIL / DRYER DUCT NOTES: -IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY AN OCCUPANT OR VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. CENC SECTION150.0(K).2.E.I INDOOR LIGHTING CONTROLS NOTES: 1) ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS. 2) UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. 3) LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS. UNVENTED - FLAT ROOF SECTION DETAIL 2 MIN. R -VALUE: R-5 PER CRC TABLE R806.5 2201 S Halladay St 9/24/2024 G A 1 A-9 A-1 A-3 A-2 A-5A-6 A-15 1' - 0 " 7' - 9 " 0' - 1 0 " 9' - 7 " 6' - 0"4' - 0"0' - 6 " 0' - 6 " 0' - 7 " (N) THERMOPLASTIC MEMBRENE ROOFING ICC-ES ESR-2831 (SEE 01-A-05 SPECS) 2 A-9 A-15 A-3 A-1 A-2 A-6 0' - 1 0 " 7' - 9 " 1' - 0 " 9' - 7 " 0' - 7 " 0' - 6 " (N) THERMOPLASTIC MEMBRENE ROOFING ICC-ES ESR-2831 (SEE 01-A-05 SPECS) 7' - 9 " 0' - 1 0 " N. Gameroom N. Hallway N. Bathroom Ex. Room #3 14 14 15 4 10 4 1 2 3 5 6 811 16 EXISTINGADD 1' - 0 " 9' - 7 " (N) THERMOPLASTIC MEMBRENE ROOFING ICC-ES ESR-2831 (SEE 01-A-05 SPECS) 7' - 9 " 0' - 1 0 " Ex. Kitchen N. GameroomEx. Living Room 1 4 10 15 14 14 5 68 9 11 13 ADDEXISTING Elevation Keynotes MARK Texto de nota clave A-1 (N) ICC-ES ESR-2831 SEE REPORT A-2 FASCIA A-3 NEW SIDING JAMES HARDIE PRIMED-HZ 10-8.25-in x 144-in A-5 CONCRETE SLAB A-6 26 GA. CORROSION-RESISTANT WEEP SCREED A-9 EXTERIOR WALL LAMP A-15 WEATHER PROOF RECEPTACLE Section Keynotes MARK DESCRIPTION 1 (N) ICC-ES ESR-2831 SEE REPORT 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-22 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 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 16 INTERIOR PATITION WALL Isometric View5 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 ELEVATIONS & SECTIONS - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Lucas - NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" East Elevation ADD1 1/4" = 1'-0" South Elevation ADD2 1/4" = 1'-0" Section A-ADD3 1/4" = 1'-0" Section B-ADD4 No. Description Date 1 Revisión 1 Fecha 1 (N ) I C C -E S E S R -2 8 3 1 2" MIN 4" MIN 8" MIN SECTION DETAIL OF EXTERIOR W ALL FIRE C. CLASS A/B CLASS A/B 2201 S Halladay St 9/24/2024 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-05 SPECS 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date 2201 S Halladay St 9/24/2024 structural calculations for 2201 HALLADAY STREET addition and remodel 2201 HALLADAY STREET SANTA ANA, CA 92707. 07-Aug-24 CE JOB NO. : 24-459 S T R U C T U R A L 1 1 4 7 e m a r k e t s T , L O N G B E A C H , C A L I F O R N I A 9 0 8 0 5 T : 5 6 2 . 9 6 1 . 5 6 0 0 W W W . C A S T I L L O E N G I N E E R I N G . C O M 1 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING, INC.JOB 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC JOB NO. SHEET NO. DESIGN CRITERIA 1 Soil supporting footings is natural grade or engineered fill. 2 Soil allowable bearing pressure used in design_______________________________ 3 Footing shall extend_____ 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 2019 California Building Code. 2 2201 S Halladay St 9/24/2024 3 2201 S Halladay St 9/24/2024 PROJECT:CASTILLO ENGINEERING 324 E South St, Long Beach, CA 90805 37683.00 Wood :Douglas-Fir/Larch Cr = 1.15 (repetitive member factor)Fv =180 psi (for Light Framing and Joists & Planks) E = 1,500,000 psi (Const Light Framing)Fv =170 psi (for Beams & Stringers and Posts & Timbers) E = 1,600,000 psi (#2 Joists & Planks, #1 Beams & Stringers, #1 Posts & Timbers) FLOO ROOF MEMBER:SIZE:(35 PCF)PROPERTIES:BENDING STRESS:1.00 (k-ft & k)Cd =1.00 (k-ft & k)Cd =1.25 Nominal Grade Type B (in)D (in)PLF (in^2)S(in^3)I(in^4)Fb(psi)CF Fb x CF max Mmax Mmax(rep)max Mmax Mmax(rep) 2x4 Const. LF 1.5 3.50 1.3 5.3 3.1 5.4 1000 1.00 1000 0.63 0.26 0.29 0.79 0.32 0.37 2x6 #2 JP 1.5 5.50 2.0 8.3 7.6 20.8 900 1.30 1170 0.99 0.74 0.85 1.24 0.92 1.06 2x8 #2 JP 1.5 7.25 2.6 10.9 13.1 47.6 900 1.20 1080 1.31 1.18 1.36 1.63 1.48 1.70 2x10 #2 JP 1.5 9.25 3.4 13.9 21.4 98.9 900 1.10 990 1.67 1.76 2.03 2.08 2.21 2.54 2x12 #2 JP 1.5 11.25 4.1 16.9 31.6 178.0 900 1.00 900 2.03 2.37 2.73 2.53 2.97 3.41 2x14 #2 JP 1.5 13.25 4.8 19.9 43.9 290.8 900 0.90 810 2.39 2.96 3.41 2.98 3.70 4.26 4x4 Const LF 3.5 3.50 3.0 12.3 7.1 12.5 1000 1.00 1000 1.47 0.60 0.68 1.84 0.74 0.86 4x6 #2 JP 3.5 5.50 4.7 19.3 17.6 48.5 900 1.30 1170 2.31 1.72 1.98 2.89 2.15 2.47 4x8 #2 JP 3.5 7.25 6.2 25.4 30.7 111.1 900 1.30 1170 3.05 2.99 3.44 3.81 3.74 4.30 4x10 #2 JP 3.5 9.25 7.9 32.4 49.9 230.8 900 1.20 1080 3.89 4.49 5.17 4.86 5.62 6.46 4x12 #2 JP 3.5 11.25 9.6 39.4 73.8 415.3 900 1.10 990 4.73 6.09 7.00 5.91 7.61 8.76 4x14 #2 JP 3.5 13.25 11.3 46.4 102.4 678.5 900 1.00 900 5.57 7.68 8.83 6.96 9.60 11.0 6x4 #2 JP 5.5 3.50 4.7 19.3 11.2 19.7 900 1.00 900 2.31 0.84 2.89 1.05 6x6 #1 PT 5.5 5.50 7.4 30.3 27.7 76.3 1200 1.00 1200 3.43 2.77 4.29 3.47 6x8 #1 PT 5.5 7.50 10.0 41.3 51.6 193.4 1200 1.00 1200 4.68 5.16 5.84 6.45 6x10 #1 BS 5.5 9.50 12.7 52.3 82.7 393.0 1350 1.00 1350 5.92 9.31 7.40 11.6 6x12 #1 BS 5.5 11.50 15.4 63.3 121.2 697.1 1350 1.00 1350 7.17 13.6 8.96 17.0 6x14 #1 BS 5.5 13.50 18.0 74.3 167.1 1127.7 1350 0.99 1332 8.42 18.6 10.5 23.2 4 2201 S Halladay St 9/24/2024 5 2201 S Halladay St 9/24/2024 6 2201 S Halladay St 9/24/2024 7 2201 S Halladay St 9/24/2024 8 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC 324 E South St, Long Beach, CA 90805 ROOF LOADS composite shingles 2.5 psf re-roof 2.0 psf 1/2" plywwod 1.5 psf rafters 4.0 psf insulation 0.5 psf Ceiling 3.0 psf beams/headers 1.0 psf MP&E/ misc.0.5 psf D=15.0 psf Lr=20.0 psf REDUCIBLE FLOOR LOADS flooring 1.0 psf 3/4" plywood 2.3 psf joist 3.0 psf ceiling 4.0 psf beams/headers 2.0 psf MP&E/ misc.2.7 psf D=15.0 psf L=40.0 psf EXTERIOR WALL LOADS 7/8" stucco 10.0 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.0.2 psf D=16.0 psf INTERIOR WALL LOADS 1/2" gyp board 2.3 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.1.9 psf D=10.0 psf 9 2201 S Halladay St 9/24/2024 10 2201 S Halladay St 9/24/2024 ROOF KEYPLAN H1 H2 H3 RJ1 H4 B1 H5 11 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =13.08 ft Member=2x8 A =10.88 in^2 S =13.1 in^3 No. of members=1 I =47.6 in^4 CD=1.25 E =1,600,000 psi CF=1.20 Va =1.305 kips CV=1.00 Ma =0.986 k-ft Cr=1.15 Total Load L/n=180 Live Load L/n=240 L=13.08 ft 0.30 0.30 Uniform load (W1) D L Trib w1,1 (15 +20)x 1.33 =19.95 +26.6 w1,2 (16 +0)x 0 =0 +0 w1,3 (15 +40)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =19.95 +26.6 =0.047 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 13.08 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 13.08 Shear R1=0.304 kips R2=-0.304 kips Stress Ratio Vmax=0.30 kips Vallow.=1.63 x 1 =1.6313 kips OK .19 Flexure M=0.996 k-ft Mallow.=1.70 x 1 =1.7001 k-ft OK .59 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.402 +0.000 +0.000 +0.000 =0.40 =L <L OK deflection:.46 390 180 0.402 +0 D (L Only)=0.23 +0 +0 +0 =0.23 =L L OK deflection:.35 683 240 USE:1-2X8 shear: 6/26/24 12:00 AM RJ1 WALL FLOOR ROOF flexure: DECK 12 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: 24-459.ec6 Project Title:Engineer: CODE REFERENCES Calculations per NDS 2024, IBC 2024, ASCE 7-22 Load Combination Set : ASCE 7-22 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 900.0 900.0 925 625 1600 580 170 675 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination : ASCE 7-22 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 0.0 -->> 4.160 ft, Tributary Width = 10.0 ft, (ROOF) Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 4.160 -->> 13.50 ft, Tributary Width = 10.0->1.0 ft, (ROOF) Point Load : D = 0.4370, Lr = 0.5830 k @ 4.160 ft, ((E)BM) Point Load : D = 0.1070, Lr = 0.1420 k @ 11.750 ft, ((E)HIP BM) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.755: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.026 ft 57.71 psi= = 1,125.00 psi 6x12Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 212.50 psi== Section used for this span 6x12 Maximum Shear Stress Ratio 0.272 : 1 0.000 ft= = 849.06 psi Maximum Deflection 0 <240 663Ratio =0 <180 Max Downward Transient Deflection 0.139 in 1161Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.244 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1 0.449 0.162 0.90 1.000 1.001.00 1.00 3.68 363.9 810.0 1.04 153.024.7 1 0.005 0.162 0.90 1.000 1.001.00 1.00 0.04 3.7 810.0 0.73 153.024.7 0.00.0 1 0.755 0.272 1.25 1.000 1.001.00 1.00 8.58 849.1 1,125.0 2.43 212.557.7 1 0.008 0.272 1.25 1.000 1.001.00 1.00 0.09 8.6 1,125.0 1.71 212.557.7 0.00.0 13 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: 24-459.ec6 Project Title:Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 13.451 ft 1 0.647 0.233 1.25 1.000 1.001.00 1.00 7.35 727.8 1,125.0 2.09 212.549.5 1 0.007 0.233 1.25 1.000 1.001.00 1.00 0.07 7.4 1,125.0 1.47 212.549.5 0.00.0 1 0.152 0.055 1.60 1.000 1.001.00 1.00 2.21 218.3 1,440.0 0.63 272.014.8 1 0.002 0.055 1.60 1.000 1.001.00 1.00 0.02 2.2 1,440.0 0.44 272.014.8 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.2441 6.504 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.761 1.762 Max Upward from Load Combinations 2.761 1.762 Max Upward from Load Cases 1.578 1.006 D Only 1.183 0.755 +D+Lr 2.761 1.762 +D+0.750Lr 2.367 1.510 +0.60D 0.710 0.453 Lr Only 1.578 1.006 14 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING JOB 1147 E Market Street Long Beach, CA 90805 ENGR. MC DATE 24-459 NOTCH ON COMPRESSION FACE AT END 1.833 5.798 0.917 4.881 V 1762 lbs member type= b=5.5 in viga Fv=psi 11.5 Cd= F'v= e=5.00 in 'e' > 'dn', therefore use Eq.(3.4-2)slope=4 :12 2018 NDS Equation 3.4-5 =3 x =psi < psi, therefore NA 2 x 5.5 x 11.50 --4.88 x 5 Use Eq. (3.4-2) fv= 1.5V =psi < psi, therefore Satisfactory (.46) b dn 98 213 26/06/2024 170 1.25 213 1762 w 3V d-(d-dn)/(dn)*e 5.50 4.88dn Rec'd= B1 102 4.88 213 draftrer= 11.50 6x C:\Users\gilbe\OneDrive\Escritorio\CBA\CALCULATIONS\01 ROOF OR FLOOR\w-notched beam 15 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:H1 Project File: 24-459.ec6 Project Title:Engineer: CODE REFERENCES Calculations per Nds 2024, IBC 2024, ASCE 7-22 Load Combination Set : ASCE 7-22 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 900.0 900.0 925 625 1600 580 170 675 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination : ASCE 7-22 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 0.0 -->> 3.250 ft, Tributary Width = 2.830->1.160 ft, (ROOF) Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 3.250 -->> 4.0 ft, Tributary Width = 8.0 ft, (ROOF) Point Load : D = 0.7550, Lr = 1.006 k @ 3.250 ft, (B1) Point Load : D = 0.1070, Lr = 0.1420 k @ 1.750 ft, (HIP BM) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.594: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 3.241 ft 131.12 psi= = 1,462.50 psi 4x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 212.50 psi== Section used for this span 4x6 Maximum Shear Stress Ratio 0.617 : 1 3.547 ft= = 868.30 psi Maximum Deflection 0 <240 1143Ratio =0 <180 Max Downward Transient Deflection 0.024 in 2003Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.042 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1 0.354 0.367 0.90 1.300 1.001.00 1.00 0.55 372.3 1,053.0 0.72 153.056.2 0.00.0 1 0.594 0.617 1.25 1.300 1.001.00 1.00 1.28 868.3 1,462.5 1.68 212.5131.1 0.00.0 1 0.509 0.529 1.25 1.300 1.001.00 1.00 1.09 744.3 1,462.5 1.44 212.5112.4 0.00.0 16 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:H1 Project File: 24-459.ec6 Project Title:Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 4.0 ft 1 0.119 0.124 1.60 1.300 1.001.00 1.00 0.33 223.4 1,872.0 0.43 272.033.7 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.0420 2.175 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.638 1.809 Max Upward from Load Combinations 0.638 1.809 Max Upward from Load Cases 0.364 1.034 D Only 0.273 0.776 +D+Lr 0.638 1.809 +D+0.750Lr 0.547 1.551 +0.60D 0.164 0.465 Lr Only 0.364 1.034 17 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =3.16 ft Member=4x6 A =19.25 in^2 S =17.6 in^3 No. of members=1 I =48.5 in^4 CD=1.25 E =1,600,000 psi CF=1.30 Va =2.310 kips CV=1.00 Ma =1.323 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=3.16 ft 0.48 0.48 Uniform load (W1) D L Trib w1,1 (15 +20)x 8.08 =121.2 +161.6 w1,2 (16 +0)x 1.5 =24 +0 w1,3 (15 +40)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =145.2 +161.6 =0.307 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 3.16 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 3.16 Shear R1=0.485 kips R2=-0.485 kips Stress Ratio Vmax=0.48 kips Vallow.=2.89 x 1 =2.8875 kips OK .17 Flexure M=0.383 k-ft Mallow.=2.15 x 1 =2.1506 k-ft OK .18 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.009 +0.000 +0.000 +0.000 =0.01 =L <L OK deflection:.04 4277 180 0.009 +0 D (L Only)=0.005 +0 +0 +0 =0 =L L OK deflection:.03 8121 240 USE:1-4X6 shear: 6/26/24 12:00 AM H2 WALL FLOOR ROOF flexure: DECK 18 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =8.00 ft Member=4x10 A =32.38 in^2 S =49.9 in^3 No. of members=1 I =230.8 in^4 CD=1.25 E =1,600,000 psi CF=1.20 Va =3.885 kips CV=1.00 Ma =3.743 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=8 ft 1.52 1.52 Uniform load (W1) D L Trib w1,1 (15 +20)x 8.08 =121.2 +161.6 w1,2 (16 +0)x 2 =32 +0 w1,3 (10 +0)x 6.58 =65.8 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =219 +161.6 =0.381 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 8 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 8 Shear R1=1.522 kips R2=-1.522 kips Stress Ratio Vmax=1.52 kips Vallow.=4.86 x 1 =4.8563 kips OK .31 Flexure M=3.045 k-ft Mallow.=5.62 x 1 =5.615 k-ft OK .54 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.095 +0.000 +0.000 +0.000 =0.09 =L <L OK deflection:.18 1011 180 0.095 +0 D (L Only)=0.04 +0 +0 +0 =0.04 =L L OK deflection:.10 2381 240 USE:1-4X10 shear: 6/26/24 12:00 AM H3 WALL DOOR ROOF flexure: DECK 19 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =3.00 ft Member=4x6 A =19.25 in^2 S =17.6 in^3 No. of members=1 I =48.5 in^4 CD=1.25 E =1,600,000 psi CF=1.30 Va =2.310 kips CV=1.00 Ma =1.323 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=3 ft 0.94 0.94 Uniform load (W1) D L Trib w1,1 (15 +20)x 17 =255 +340 w1,2 (16 +0)x 2 =32 +0 w1,3 (10 +0)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =287 +340 =0.627 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 3 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 3 Shear R1=0.941 kips R2=-0.941 kips Stress Ratio Vmax=0.94 kips Vallow.=2.89 x 1 =2.8875 kips OK .33 Flexure M=0.705 k-ft Mallow.=2.15 x 1 =2.1506 k-ft OK .33 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.015 +0.000 +0.000 +0.000 =0.01 =L <L OK deflection:.07 2446 180 0.015 +0 D (L Only)=0.008 +0 +0 +0 =0.01 =L L OK deflection:.05 4511 240 USE:1-4X6 shear: 6/26/24 12:00 AM H4 WALL DOOR ROOF flexure: DECK 20 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =4.00 ft Member=4x6 A =19.25 in^2 S =17.6 in^3 No. of members=1 I =48.5 in^4 CD=1.25 E =1,600,000 psi CF=1.30 Va =2.310 kips CV=1.00 Ma =1.323 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=4 ft 0.41 0.41 Uniform load (W1) D L Trib w1,1 (15 +20)x 5 =75 +100 w1,2 (16 +0)x 2 =32 +0 w1,3 (10 +0)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =107 +100 =0.207 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 4 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 4 Shear R1=0.414 kips R2=-0.414 kips Stress Ratio Vmax=0.41 kips Vallow.=2.89 x 1 =2.8875 kips OK .14 Flexure M=0.414 k-ft Mallow.=2.15 x 1 =2.1506 k-ft OK .19 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.015 +0.000 +0.000 +0.000 =0.02 =L <L OK deflection:.06 3126 180 0.015 +0 D (L Only)=0.007 +0 +0 +0 =0.01 =L L OK deflection:.04 6470 240 USE:1-4X6 shear: 6/26/24 12:00 AM WALL DOOR ROOF flexure: DECK 21 2201 S Halladay St 9/24/2024 FOUNDATION KEYPLAN CF1 CF2 (E)CF1 3.14 K F1 2.76 K 22 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING JOB 2201 HALLADAY 1147 E Market, Long Beach, CA 90805 ENGR. MC DATE JOB NO. 24-459 SHEET NO. CONTINUOUS FOOTINGS CF-1 LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + DECK ( + ) x ft = + w = + =plf B=plf = ft psf USE: CF-2 LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + w = + =plf B=plf = ft psf USE: 0 410.8 16 249.2 4015 0 15 60 0 WALL:8 26/06/2024 20 D L ROOF: FLOOR: 15 8.08 1500 410.8 128 161.6 0 0 121.2 0 161.6 0 0 0.27 D L 115 20 15 0 128 15 WALL: 16 0 8 FLOOR:60 0 ROOF: 163 0.11 1500 1'-0" WIDE FTG. 20 20 0 0 143 1'-0" WIDE FTG. 163 F-CONTINUOUS FOOTINGS-1500 23 2201 S Halladay St 9/24/2024 ARCHITECT Castillo Engineering, Inc.PROJECT 2201 HALLADAY STREET 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC DATE JOB NO. 24-459 SHEET NO. Given: h1 =18 in.d1 =3.5 in.D L TRIB D L w1 15 20 17 =255 +340 h2 =18 in.w =12 in.16 0 8 =128 +0 15 40 3 45 +120 15 60 0 =0 +0 H =36 in.b =6 in.428 +460 =888 plf Area = 906 in.2 L = 75.5 in. 6.292 ft.2 = 6.29 ft. Stemwall wt. = 150 x 6 x 18 /144 = 113 plf =1001 qa =1500 psf Pa =1500 x 6.29 =9.44 kips Pload =1001 x 6.29 =6.29 kips Pnet kips (E) CF1 RAISED FLOOR CAPACITY Pnet = 26/06/2024 3.14 kips wuniform 24 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING, INC.JOB 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 ENGR. MC DATE JOB NO. 24-459 SHEET NO. SPREAD FOOTINGS P1 =K P2 =K P3 =K P4 =K P TOTAL =K P ALLOW.=K USE:TYPE 2.0 FOOTING 26/06/2024 0 2.76 5.4 F1 2.76 0 0 F-SPREAD FOOTINGS1500 25 2201 S Halladay St 9/24/2024 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE : 06/26/24 REVIEW BY : INPUT DATA Exposure category (B, C or D)B Importance factor I =1.00 Category II Basic wind speed V =110 mph Topographic factor Kzt =1 Flat Building height to eave he =8 ft Building height to ridge hr =13 ft Effective area of components A =21.33333 ft2 DESIGN SUMMARY 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 h = mean roof height ft 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] =3.55 ft Net Pressures (psf), Basic Load Cases Net Pressures (psf), Torsional Load Cases 15.73 0.00 15.73 (+GCp i )(-GCp i )(+GCp i )(-GCp i )(+GCp i )(-GCp i ) 1 0.49 5.77 12.40 0.40 4.05 10.69 1T 0.49 1.44 3.10 2 -0.69 -16.03 -9.40 -0.69 -16.03 -9.40 2T -0.69 -4.01 -2.35 3 -0.45 -11.59 -4.95 -0.37 -10.14 -3.50 3T -0.45 -2.90 -1.24 4 -0.39 -10.51 -3.87 -0.29 -8.66 -2.03 4T -0.39 -2.63 -0.97 1E 0.75 10.43 17.07 0.61 7.93 14.56 0.00 2E -1.07 -23.04 -16.40 -1.07 -23.04 -16.40 3E -0.64 -15.20 -8.56 -0.53 -13.09 -6.45 p i p i ENGINEERING Surface Roof angle q = Net Pressure with Surface Roof angle q = G Cp f Net Pressure with Surface Roof angle q = G Cp f 24-459 2201 HALADAY STREET Wind Analysis for Low-rise Building, Based on ASCE 7-16 / IBC 2024 / CBC 2022 Roof angle q = G Cp f Net Pressure with CASTILLO Net Pressure withG Cp f 26 2201 S Halladay St 9/24/2024 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction Area Area (ft2)(+GCp i )(-GCp i )(ft2)(+GCp i )(-GCp i ) 1 363 2.10 4.51 1 309 1.25 3.30 2 837 -13.42 -7.87 2 775 -12.42 -7.28 3 837 -9.70 -4.15 3 775 -7.85 -2.71 4 363 -3.82 -1.41 4 309 -2.68 -0.63 1E 57 0.59 0.97 1E 64 0.51 0.93 2E 131 -3.02 -2.15 2E 194 -4.46 -3.18 3E 131 -1.99 -1.12 3E 194 -2.53 -1.25 4E 57 -0.80 -0.42 4E 64 -0.72 -0.29 Horiz.6.01 6.01 Horiz.5.15 5.15 Vert.-27.08 -14.71 Vert.-26.24 -13.88 10 psf min.Horiz.6.83 6.83 10 psf min.Horiz.3.73 3.73 Sec. 6.1.4.1 Vert.-18.64 -18.64 Sec. 6.1.4.1 Vert.-18.64 -18.64 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 ) 1 153 0.88 1.90 10 22 1 122 0.50 1.31 3 7 2 353 -5.66 -3.32 -17 -10 2 581 -9.31 -5.46 33 19 3 353 -4.09 -1.75 13 5 3 581 -5.89 -2.03 -21 -7 4 153 -1.61 -0.59 18 7 4 122 -1.06 -0.25 5 1 1E 57 0.59 0.97 13 22 1E 64 0.51 0.93 7 13 2E 131 -3.02 -2.15 -19 -13 2E 194 -4.46 -3.18 16 11 3E 131 -1.99 -1.12 12 7 3E 194 -2.53 -1.25 -9 -4 4E 57 -0.80 -0.42 18 10 4E 64 -0.72 -0.29 10 4 1T 210 0.30 0.65 -4 -9 1T 186 0.19 0.50 -2 -4 2T 484 -1.94 -1.14 7 4 2T 775 -3.10 -1.82 -22 -13 3T 484 -1.40 -0.60 -5 -2 3T 775 -1.96 -0.68 14 5 4T 210 -0.55 -0.20 -7 -3 4T 186 -0.40 -0.09 -3 -1 39 39 31.2 31.2 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) p Effective 2 GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP Comp.21.33333 0.43 -0.87 0.43 -1.54 0.43 -2.40 0.94 -1.04 0.94 -1.28 Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 11.32 -19.30 11.32 -31.62 11.32 -47.60 20.68 -22.52 20.68 -26.98 S Surface Pressure (k) withPressure (k) with S Surface Torsion (ft-k)Surface Zone 5 Zone 3 Zone 4 Zone 5 Pressure (k) with Torsion (ft-k) Total Horiz. Torsional Load, MT Zone 1 ( psf ) Zone 3 Zone 4Zone 2 Surface Pressure (k) with Pressure Zone 1 Zone 2 Total Horiz. Torsional Load, MT Comp. & Cladding 27 2201 S Halladay St 9/24/2024 ASCE Hazards Report Address: 2201 Halladay St Santa Ana, California 92707 Standard:ASCE/SEI 7-16 Latitude: 33.717669 Risk Category:II Longitude:-117.859522 Soil Class:Default Elevation:61.81198352982068 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph 300-year MRI 89 Vmph 700-year MRI 95 Vmph 1,700-year MRI 102 Vmph 3,000-year MRI 106 Vmph 10,000-year MRI 115 Vmph 100,000-year MRI 1,000,000-year MRI Data Source: Date Accessed: 133 Vmph 151 Vmph ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Aug 07 2024 Page 1 of 5https://ascehazardtool.org/ 28 2201 S Halladay St 9/24/2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds. Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 2 of 5https://ascehazardtool.org/ 29 2201 S Halladay St 9/24/2024 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 3 of 5https://ascehazardtool.org/ 30 2201 S Halladay St 9/24/2024 Data Accessed: Aug 07 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 4 of 5https://ascehazardtool.org/ 31 2201 S Halladay St 9/24/2024 Snow Results: Ground Snow Load, p : g 20-year MRI Value: Winter Wind Parameter: Mapped Elevation: Data Source: Date Accessed: Ground Snow Loads for IRC only, p :g(asd) 3 lb/ft 2 1 lb/ft^2 0.25 61.6 ft ASCE/SEI 7-16, Figures 7.6-1 and 7.6-2 A-D Wed Jun 26 2024 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other. 2.1 lb/ft 2 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 5 of 5https://ascehazardtool.org/ 32 2201 S Halladay St 9/24/2024 SEISMIC BASE SHEAR (ASCE7-16) Latitude:33.717669 Longitude:-117.85952 SITE CLASS:D (Table 20.3-1)ρ=1.3 R=6.5 (Table 12.2-1)Ie=1 (Section 21.4) 1.730 0 1.170 0 (11.4-3) 1.153 (11.4-4) 0.78 0.13526 0.6763 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 = 𝑆=3 𝑆 = 𝑇= 𝐶ℎ =ℎ =𝑥 =𝑇 = 𝑉= =. = = = = = == =.= = = = 33 2201 S Halladay St 9/24/2024 SEISMIC ANALYSIS WEIGHT Level 1 W roof =20 psf x 2074 ft^2 = = WR =52.82 kips BASE SHEAR 8.53 kips F1= DISTRIBUTION OF BASE SHEAR W TOTAL 52.82 kips 4.113 psf 𝑽𝑩𝑨𝑺𝑬= 𝑽 ∗ 𝑾𝑻𝑶𝑻𝑨𝑳 = 𝑉 ∗ 𝑊= 𝑭𝒙= 𝑽𝑩𝑨𝑺𝑬∗𝑾𝑿∗ 𝒉𝑻𝑶𝑻𝑨𝑳 𝑾𝟏∗ 𝒉𝟏+𝑾𝟐∗𝒉𝟏+ 𝒉𝟐+ ⋯𝑾𝒏∗ 𝒉𝑻𝑶𝑻𝑨𝑳 𝑩𝑨𝑺𝑬=∗𝑻𝑶𝑻𝑨𝑳 𝑨 34 2201 S Halladay St 9/24/2024 ARCHITECT JOB 2201 HALLADAY STREET CASTILLO ENGINEERING, INC. 1147 E Market St ENGR. MC DATE:LONG BEACH CA. 90805 JOB NO. 24-447 SHEET NO. SEISMIC FORCES First Floor Shearwall Forces L1 Level 1 F1=4.113 psf SW U-FORCE T.A.FORCE L1 L2 L3 L4 X1 4.11 179.47 0.74 KIPS STRONGWALL X2 4.11 994.01 4.09 KIPS 11.33 ft Y1 4.11 865.21 3.56 KIPS 13.50 ft 4.50 ft June 27, 2024 LENGHT WALLS 35 2201 S Halladay St 9/24/2024 SHEARWALL KEYPLAN AREA:2073.67 SQ. FT. PERIMETER:177.33 FT. X:35.50 FT. Y:52.50 FT. X1.1 X2.1 Y1.1 Y1.2 3.56 K 0.74 K 4.10 K 36 2201 S Halladay St 9/24/2024 X1.1 X2.1 X DIRECTION KEYPLAN AREA:179.47 SQ. FT. AREA:994.01 SQ. FT. 37 2201 S Halladay St 9/24/2024 38 2201 S Halladay St 9/24/2024 39 2201 S Halladay St 9/24/2024 40 2201 S Halladay St 9/24/2024 41 2201 S Halladay St 9/24/2024 ARCHITECT JOB 2201 HALLADAY STREET CASTILLO ENGINEERING, INC. 1147 E Market St ENGR. MC DATE:Long Beach, CA 90805 24-447 SHEET NO. TAG:X2.1 ( 11.33 ft), FORCE: SEISMIC GOVERNS =kips Load Comb. :(0.6-.14SDS) D + E SDS :1.15 SHEAR STRESS X2.1 :L1=ft v=lbs =plf ft Ltotal=ft OVERTURNING height= 8.00 ft MOT=x x 8 = ROOF:psf x ft =plf h/w= 0.71 OK WALL:psf x ft =plf w =plf Vallow= 510 PLF MR=x 11.33 ^2/2 =k-ft USE: TYPE 4 SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. 295 HDU2 361 11.33 June 27, 2024 11.1615 TributaryUnit load 4.09 SHEARWALL CALCULATIONS 4088 11.33 X2.1 T= Tallow= 32.7 2.31 WALL: 0.295 16 4.09 2.15 11.33 11.33 18.96 18.96 8.00 32.7 167 128 11.33 11.33 42 2201 S Halladay St 9/24/2024 Y1.1 Y1.2 Y DIRECTION KEYPLAN AREA:865.21 SQ. FT. 43 2201 S Halladay St 9/24/2024 ARCHITECT JOB 2201 HALLADAY STREET CASTILLO ENGINEERING, INC. 1147 E Market St ENGR. MC DATE:Long Beach, CA 90805 24-447 SHEET NO. TAG:Y1.1 ( 13.50 ft),Y1.2 ( 4.50 FORCE: SEISMIC GOVERNS =kips Load Comb. :(0.6-.14SDS) D + E SDS :1.15 SHEAR STRESS Y1.1 :L1=ft v=lbs =plf Y1.2 :L2=ft ft Ltotal=ft OVERTURNING height= 8.00 ft MOT=x x 8 = ROOF:psf x ft =plf h/w= 0.59 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 13.50 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. height= 8.00 ft MOT=x x 8 = ROOF:psf x ft =plf h/w= 1.78 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 4.50 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. T= Tallow=2.31 WALL:Y1.2 3.56 128 11.25 Unit load Tributary 7.12 4.50 169 16 15 8.00 4.50 3.00 15 128 18.00 13.50 1.16 13.50 13.50 4.50 13.03 13.03 8.00 21.4 18.00 Y1.1 T= Tallow= 21.4 2.31 WALL: 0.143 16 3.56 0.297 1.297.12 June 26, 2024 1.0015 TributaryUnit load 3.00 3.56 SHEARWALL CALCULATIONS 3559 198 18.00 HDU2 HDU2 297 18.00 143 44 2201 S Halladay St 9/24/2024 45 2201 S Halladay St 9/24/2024 ARCHITECT JOB 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC DATE:JOB NO. SHEET NO. CASTILLO ENGINEERING, INC. 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 46 2201 S Halladay St 9/24/2024 1 A5 3 13' - 10" 11' - 3" 9' - 0" 1 1 1 N. 12"X24" FTNG N. 1 2 " X 2 4 " F T N G EX . 1 2 " X 2 4 " F T N G N. 12"X24" FTNG N. 1 2 " X 2 4 " F T N G HD U 2 ( T Y P ) 2( 2 X 4 ) P O S T HDU 2 (TYP) 2(2X4) POST HD U 2 ( T Y P ) 2( 2 X 4 ) P O S T PROVIDE REDGARD WATER PROOFING OVER EXISTING CONC. SLAB ICC#ESR-1413 NEW CONC. SLAB EX. RAISED FOUNDATION EX. RAISED FOUNDATION EX . R A I S E D F O U N D A T I O N EX . R A I S E D F O U N D A T I O N A5 4 A5 5 A5 13' - 10" 11' - 3" 9' - 0" 1 1 1 4x10 HDR4x6 HDR4x6 HDR 4x 6 H D R 4x 6 H D R 4x 6 H D R 4x6 HDR 4x 1 0 H D R N 2 x 1 0 C . J . @ 1 6 " O . C . EX . 2 x C . J . @ 1 6 " O . C . A5 8 A5 9 11 A5 EPOXY BASE PROCEDURE 1. DRILL HOLE 1/8 Ø LARGER THAN ANCHOR 2. CLEAN HOLE WITH BRUSH AND COMPRESSED AIR 3. PLACE ROD AT BOTTOM OF HOLE OF SILL Simpson Set XP Epoxy-Tie (ICC-ESR #2508) 4. GROUNT WITH FLOWABLE EPOXY FLUSH TO TOP 5. DEPUTY INSPECTION REQUIRED FOR PROPER HOLDOWN INSTALLATION AND INTEGRITY OF (E) CONCRETE 6. ALLOW 24 HR. CURE BEFORE TIGHTENING NUT MINIMUM EMBEDMENTBOLT DIAMETER D VERT. ANCHOR BOLTS HORIZ. ANCHOR BOLTS 7"5" 7"5" 7"5" 8"6" 9"7" 10"8" 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" TYP. ANCHOR BOLTS 7 TYP. ANCHOR BOLTS 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 02-S-01 FOUNDATION AND FRAMING PLAN - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Luis L. Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" Foundation Plan1 1/4" = 1'-0" Framing Plan2 No. Description Date 2201 S Halladay St 9/24/2024 STRUCTURAL NOTES 02-S1.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM STRUCTURAL NOTES 2201 S Halladay St 9/24/2024 TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL10 TYPICAL DETAIL9 TYPICAL DETAIL3 02-S1.1 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS 2201 S Halladay St 9/24/2024 TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL9TYPICAL DETAIL10 02-S1.2 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS 2201 S Halladay St 9/24/2024 TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL3 TYPICAL DETAIL9TYPICAL DETAIL10 02-S1.3 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS 2201 S Halladay St 9/24/2024 N1FOUNDATION PLAN SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 LAZARO -- 26 JUNE 24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. Expires 12-31-24 NO. 4808 CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 02-S2.0 FOUNDATION PLAN 2201 S Halladay St 9/24/2024 N1ROOF FRAMING PLAN SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 LAZARO -- 26 JUNE 24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. Expires 12-31-24 NO. 4808 CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 02-S2.2 ROOF FRAMING PLAN 2201 S Halladay St 9/24/2024 DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 02-S3.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM FOUNDATION DETAILS 2201 S Halladay St 9/24/2024 DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 02-S5.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM ROOF FRAMING DETAILS 2201 S Halladay St 9/24/2024 ® ®® ® 36 XX 1 24 HX 1 ® 02-WSWH1 TYPICAL DETAILS SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : TO THE C.B.C. PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 2201 S Halladay St 9/24/2024 ® ® ® ® ® ® ® ® ® ® ® · · · · ® ® ® ® ® ® ®® ® ® · · · · · ● ● ● ® TYPICAL DETAILS SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THECHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 02-WSWH2 2201 S Halladay St 9/24/2024 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 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date 2201 S Halladay St 9/24/2024 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 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date 2201 S Halladay St 9/24/2024 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 07-18-24 pr o j e c t n a m e : RE S I D E N C E ad d r e s s 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 HE R S R A T I N G A N D 81 8 - 6 6 9 - 1 8 1 1 PROJECT # R-002306 2201 S Halladay St 9/24/2024 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 # pr o j e c t n a m e : RE S I D E N C E ad d r e s s HE R S R A T I N G A N D 81 8 - 6 6 9 - 1 8 1 1 07-18-24 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 R-002306 2201 S Halladay St 9/24/2024 2201 S Halladay St 9/24/2024 2201 S Halladay St 9/24/2024 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 NEW 132 S.F. ADD EX. LANDSCAPE EX. WALKWAY EX. DRIVEWAY EX. CONCRETE PROPERTY LINE 50' S HALLADAY ST. 7' - 0"31' - 6" 6' - 0" 5' - 6" 25 ' - 7 " 35' - 0" 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 632 S.F. REMODEL KITCHEN AND BEDROOM 2% MIN SLOPE 2% MIN SLOPE 5% MIN SLOPE GAS METER ELEC. PANEL Sidewalk WATER METER Si d e w a l k EX. 400 S.F. GARAGE 30 ' - 0 " 39 ' - 0 " 13 ' - 6 " 30 ' - 4 " 24 ' - 0 " ST R E E T 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 5% M I N SL O P E 13 ' - 6 " 16' - 8" 4:12 4: 1 2 4:12 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 20' - 0"18' - 0"12' - 0" 7' - 6" TO EAVE 6' - 6" 14 ' - 4 " 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% M I N SL O P E 2% MIN SLOPE EX. 300 SQ.FT. COVERED PATIO 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) 9. BUILDING SECURITY REGULATIONS: FOR NEW BUILDINGS AND ADDITIONS, ALTERATIONS, AND REPAIRS WITHIN ANY TWELVE-MONTH PERIOD EXCEED FIFTY (50%) PERCENT OF THE VALUE OF ANY EXISTING BUILDING OR STRUCTURE, EACH BUILDING OR STRUCTURE SHALL BE MADE TO CONFORM TO THE REQUIREMENTS FOR NEW BUILDINGS OR STRUCTURES AND COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL CODE CHAPTER 8, DIVISION 3. 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 • EX. OFFICE TO BE REMOVED • EX. BATHROOM TO BE REMODEL AND RE LOCATED (ROOM #3) • EX. CLOSET TO BE REMODEL AND RE LOCATED • (ROOM #3) • EX. PANTRY TO BE REMODEL (KITCHEN AREA) • EX. KITCHEN TO BE REMODEL • NEW LAUNDRY (EX. HALLWAY) • NEW CLOSET (EX. HALLWAY) • NEW GAMEROOM • NEW HALLWAY • NEW CLOSET (N. HALLWAY) • NEW 132 SQ.FT. ADD 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.) • 2023 LA FIRE CODE (LAFC) • 2022 CALIFORNIA MECHANICAL CODE • 2022 CALIFORNIA PLUMBING CODE • CITY MUNICIPAL CODE 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. 9. AS PER AMC SEC. 18.38.015 ADU LESS THAN 800 SF DO NOT GET INCLUDED IN THE LOT COVERAGE CALCULATIO. THE LOT COVERAGE SHALL BE LIMITED TO MAIN HOME AND ADDITION. 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. New ADD 132 sq.ft Ex. Garage 400 sq.ft. Total SFD +ADD 1,793 sq.ft. Ratio 26.21 % SQUARE FOOTAGE 1/8" = 1'-0" Site Plan1 INDEX PLAN DESCRIPTION 00-G-01 SITE PLAN & PROJECT INFO 01-A-01 EXISTING FLOOR PLAN & EXISTING ROOF PLAN 01-A-02 PROPOSED FLOOR PLAN, PROPOSED ROOF PLAN - ADD 01-A-03 UTILITY PLAN - ADD 01-A-04 ELEVATIONS & SECTIONS - ADD 01-A-05 SPECS 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-S2.2 ROOF FRAMING PLAN 02-S3.0 FOUNDATION DETAILS 02-S5.0 ROOF FRAMING DETAILS 02-WS WH1 TYPICAL DETAILS 02-WS WH2 TYPICAL DETAILS 03-G-01 GREEN CODE 03-G-02 GREEN CODE 03-G-03 TITLE 24 REPORT-ADD 03-G-04 TITLE 24 REPORT-ADD 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 SITE PLAN & PROJECT INFO 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Lucas - NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date Occupancy Group: R-3 Contruction Type: V-B Number of stories: One Fire Sprinkler: None exists Bldg# 101119327 APPROVALS: PLNG - MKilroy BLDG - CSG Consultants 2201 S Halladay St 9/24/2024 N Ex. Door to be removed 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 " 14 ' - 0 " 46 ' - 7 " 16' - 0"14' - 3" 31' - 6" Ex. Room #3 Ex. Master Bathroom Ex. CL Ex. CL Ex. Hallway Ex. Kitchen Ex. Living Room Ex. Room #2 Ex. Room #1 Ex. Closet Ex. Living Room Ex. Office Ex. CL Ex. Pantry Ex. CL Ex. Bathroom Ex. Door to be removed Ex. Door to be removed Ex. Door to be removed Ex. Door to be removed 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'x5' SLIDING WIND.EX. 4'x5' SINGLE HUNG WIND. EX. 3'x4' SINGLE HUNG WIND. EX . 4 ' x 3 ' S L I D I N G W I N D . EX . 5 ' x 4 ' S L I D I N G W I N D . EX . 5 ' 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. 2'x5' SINGLE HUNG WIND. EX. 2'x5' SINGLE HUNG WIND. EX. WALL TO REMAIN EX. WALL TO BE DEMO WALL SCHEDULE EX. ROOF FRAMING AND FINISHES TO REMAIN EX. FLAT ROOF FRAMING TO REMOVE 2% S l o p e 4:12 4:12 4: 1 2 4:12 4: 1 2 4: 1 2 4: 1 2 4:12 4: 1 2 2% S l o p e 54 ' - 6 " 37' - 6" 1' - 0" 1' - 0 " 21' - 0" 1' - 0" 1' - 0 " 14 ' - 0 " 15 ' - 0 " 12 ' - 0 " 11' - 3"5' - 3" 6' - 1 1 " 6' - 7 " 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 FLOOR PLAN & EXISTING ROOF PLAN 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 11 1/4" = 1'-0" Wall Schedule - Existing 1/4" = 1'-0" Existing Roof Plan 12 No. Description Date 2201 S Halladay St 9/24/2024 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 1 C 2'-6" W X 6'-8" H 1 3/8"DOUBLE FOLDING DOOR WOOD WOOD1 2' - 8" C 6' - 8 " 3' - 0"2' - 6"4' - 0"5' - 0"2' - 6"4' - 0"7' - 11" D E F G H D E F G H 2 1 1 1 1 4'-0" W X 6'-8" H 1 3/8" DOUBLE FOUR-WING FOLDING DOOR WOOD WOOD 5'-0" W X 6'-8" H 1 3/8" DOUBLE FOUR-WING FOLDING DOOR WOOD WOOD 2'-6" W X 6'-8" H 1 3/8"INT. HOLLOW CORE DOOR WOOD WOOD 8'-0" W X 6'-8" H 1 3/8" DOUBLE FOUR-WING SLIDING DOOR GLASS WOOD 8'-0" W X 6'-8" H 1 3/8" DOUBLE POCKET DOOR GLASS WOOD U-FACTOR SHGC 0.29 0.22 0.05 6' - 8 " 2 4'-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 4' - 0" 2' - 0 " 1 4' - 0" 3' - 0 " U-FACTOR SHGC 0.29 0.22 0.29 0.22 N 30" MIN ø 2' - 8" N.Landing 4' x 3' Landing 7 3/4" max. below threshold Tempered Glass N. Gameroom N. Bathroom N. CL N. CL N. CL N. Laundry N. Hallway Ex. Room #3 Ex. Master Bathroom Ex. Kitchen Ex. Hallway Ex. Room #2 Ex. Living Room Ex. CL Ex. CL Pa n t r y Pa n t r y G A F D D E C H 1 2 F B 15 " mi n 15 " mi n 19 ' - 0 " 4' - 0"3' - 8"5' - 3"5' - 1" 13 ' - 6 " 11 ' - 8 " 25 ' - 2 " 6' - 3"4' - 0"10' - 8" 21' - 4" 8' - 5 " 5' - 1 " 5' - 7 " 2' - 1 0 " 3' - 3 " 3' - 11"3' - 3"17' - 3" 2' - 7" 4 01-A-04 3 01-A-04 01-A-04 1 01-A-042 Ex. Room #1 Ex. Closet Ex. Living Room 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'x5' SLIDING WIND.EX. 4'x5' SINGLE HUNG WIND. EX. 3'x4' SINGLE HUNG WIND. EX . 4 ' x 3 ' S L I D I N G W I N D . EX . 5 ' x 4 ' S L I D I N G W I N D . EX . 5 ' 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. 2'x5' SINGLE HUNG WIND. EX. 2'x5' SINGLE HUNG WIND. 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'x5' SLIDING WIND.EX. 4'x5' SINGLE HUNG WIND. EX. 3'x4' SINGLE HUNG WIND. EX . 4 ' x 3 ' S L I D I N G W I N D . EX . 5 ' x 4 ' S L I D I N G W I N D . EX . 5 ' 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. 2'x5' SINGLE HUNG WIND. EX. 2'x5' SINGLE HUNG WIND. 13 ' - 1 " 9' - 0 " 1' - 1 0 " 12 ' - 7 " 1' - 1 1 " 10 ' - 2 " 51 ' - 6 " 5' - 0"11' - 0"14' - 3" 31' - 6" 12 ' - 6 " 14 ' - 0 " 13' - 3" 13' - 8" N.Landing 6' x 3' 3' - 7" 3' - 6" EX. SLIDING DOOR 3' - 0 " 3' - 6" 2' - 1 0 " 6' - 0" 3' - 0" 6' - 0"4' - 0" 3' - 0 " 3' - 0 " Landing 7 3/4" max. below threshold 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 1 VENTILATION REQUIRED: SQ. FT. / 150 =SQ. FT.1150ATTIC AREA X 144 =SQ. IN.144 VENTILATION PROVIDED: 72 SQ. IN. EA. =1442 SQ. IN.- SQ. IN.O HAGIN 147 SQ. IN. EA. =-GABLE LOUVER VENT TOTAL VENTILATION PROVIDED:SQ. IN.144 EX. WALL TO REMAIN EX. WALL TO BE DEMO WALL SCHEDULE NEW WALL 1-HR RATED/ SOUND RATED (STC-50) NEW FLAT ROOF EX. ROOF FRAMING AND FINISHES TO REMAIN 12 ' - 0 " 13 ' - 6 " 16' - 6"21' - 0" 4:12 4:12 4: 1 2 4: 1 2 4:12 4: 1 2 4:12 4:12 4: 1 2 4: 1 2 54 ' - 6 " 37' - 6" 14 ' - 0 " 15 ' - 0 " 2% EAVE 1' - 0" EA V E 1' - 0 " Dryer duct termination location 1 01-A-03 1 01-A-03 2 01-A-03 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 (2.0 GPM @ 80 PSI) -FAUCETS (2.0 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: WATER CLOSETS 1.28 GPF, SHOWERHEADS 2.0 GPM, LAUNDRY FAUCETS 1.5 GPM, SINK FAUCETS 1.5 GPM, AND KITCHEN FAUCETS 1.8 GPM 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" Proposed Floor Plan 11 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 PROPOSED FLOOR PLAN, PROPOSED ROOF PLAN - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Lucas - NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" Proposed Roof Plan 12 No. Description Date 2201 S Halladay St 9/24/2024 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 (16,000 BTU) EXHAUST INTAKE FAN. 50 CFM MIN. WITH HUMIDSTAT CONTROLS AT RESTROOMS, LAU AND UTILITY. 100 CFM MIN AT KITCHEN UTILITY LEGEND W LED LED ELECTRICAL SUBPANEL 100 A. SMOKE DETECTOR CM CARBON MONOXIDE ALARM SD SDCM W. LED LED SD LED LED LED LED LED LED LED SD CM SD SD SD SD CM SD CM Dryer duct (See detail) W D D D D D D D LED LED LED 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 UTILITY PLAN - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" Utility Plan 1 (For reference only)1 No. Description Date 1 Revisión 1 Fecha 1 TYPICAL DETAIL / DRYER DUCT NOTES: -IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY AN OCCUPANT OR VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. CENC SECTION150.0(K).2.E.I INDOOR LIGHTING CONTROLS NOTES: 1) ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS. 2) UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. 3) LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS. UNVENTED - FLAT ROOF SECTION DETAIL 2 MIN. R -VALUE: R-5 PER CRC TABLE R806.5 2201 S Halladay St 9/24/2024 G A 1 A-9 A-1 A-3 A-2 A-5A-6 A-15 1' - 0 " 7' - 9 " 0' - 1 0 " 9' - 7 " 6' - 0"4' - 0"0' - 6 " 0' - 6 " 0' - 7 " (N) THERMOPLASTIC MEMBRENE ROOFING ICC-ES ESR-2831 (SEE 01-A-05 SPECS) 2 A-9 A-15 A-3 A-1 A-2 A-6 0' - 1 0 " 7' - 9 " 1' - 0 " 9' - 7 " 0' - 7 " 0' - 6 " (N) THERMOPLASTIC MEMBRENE ROOFING ICC-ES ESR-2831 (SEE 01-A-05 SPECS) 7' - 9 " 0' - 1 0 " N. Gameroom N. Hallway N. Bathroom Ex. Room #3 14 14 15 4 10 4 1 2 3 5 6 811 16 EXISTINGADD 1' - 0 " 9' - 7 " (N) THERMOPLASTIC MEMBRENE ROOFING ICC-ES ESR-2831 (SEE 01-A-05 SPECS) 7' - 9 " 0' - 1 0 " Ex. Kitchen N. GameroomEx. Living Room 1 4 10 15 14 14 5 68 9 11 13 ADDEXISTING Elevation Keynotes MARK Texto de nota clave A-1 (N) ICC-ES ESR-2831 SEE REPORT A-2 FASCIA A-3 NEW SIDING JAMES HARDIE PRIMED-HZ 10-8.25-in x 144-in A-5 CONCRETE SLAB A-6 26 GA. CORROSION-RESISTANT WEEP SCREED A-9 EXTERIOR WALL LAMP A-15 WEATHER PROOF RECEPTACLE Section Keynotes MARK DESCRIPTION 1 (N) ICC-ES ESR-2831 SEE REPORT 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-22 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 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 16 INTERIOR PATITION WALL Isometric View5 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 ELEVATIONS & SECTIONS - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Lucas - NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" East Elevation ADD1 1/4" = 1'-0" South Elevation ADD2 1/4" = 1'-0" Section A-ADD3 1/4" = 1'-0" Section B-ADD4 No. Description Date 1 Revisión 1 Fecha 1 (N ) I C C -E S E S R -2 8 3 1 2" MIN 4" MIN 8" MIN SECTION DETAIL OF EXTERIOR W ALL FIRE C. CLASS A/B CLASS A/B 2201 S Halladay St 9/24/2024 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-05 SPECS 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date 2201 S Halladay St 9/24/2024 structural calculations for 2201 HALLADAY STREET addition and remodel 2201 HALLADAY STREET SANTA ANA, CA 92707. 07-Aug-24 CE JOB NO. : 24-459 S T R U C T U R A L 1 1 4 7 e m a r k e t s T , L O N G B E A C H , C A L I F O R N I A 9 0 8 0 5 T : 5 6 2 . 9 6 1 . 5 6 0 0 W W W . C A S T I L L O E N G I N E E R I N G . C O M 1 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING, INC.JOB 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC JOB NO. SHEET NO. DESIGN CRITERIA 1 Soil supporting footings is natural grade or engineered fill. 2 Soil allowable bearing pressure used in design_______________________________ 3 Footing shall extend_____ 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 2019 California Building Code. 2 2201 S Halladay St 9/24/2024 3 2201 S Halladay St 9/24/2024 PROJECT:CASTILLO ENGINEERING 324 E South St, Long Beach, CA 90805 37683.00 Wood :Douglas-Fir/Larch Cr = 1.15 (repetitive member factor)Fv =180 psi (for Light Framing and Joists & Planks) E = 1,500,000 psi (Const Light Framing)Fv =170 psi (for Beams & Stringers and Posts & Timbers) E = 1,600,000 psi (#2 Joists & Planks, #1 Beams & Stringers, #1 Posts & Timbers) FLOO ROOF MEMBER:SIZE:(35 PCF)PROPERTIES:BENDING STRESS:1.00 (k-ft & k)Cd =1.00 (k-ft & k)Cd =1.25 Nominal Grade Type B (in)D (in)PLF (in^2)S(in^3)I(in^4)Fb(psi)CF Fb x CF max Mmax Mmax(rep)max Mmax Mmax(rep) 2x4 Const. LF 1.5 3.50 1.3 5.3 3.1 5.4 1000 1.00 1000 0.63 0.26 0.29 0.79 0.32 0.37 2x6 #2 JP 1.5 5.50 2.0 8.3 7.6 20.8 900 1.30 1170 0.99 0.74 0.85 1.24 0.92 1.06 2x8 #2 JP 1.5 7.25 2.6 10.9 13.1 47.6 900 1.20 1080 1.31 1.18 1.36 1.63 1.48 1.70 2x10 #2 JP 1.5 9.25 3.4 13.9 21.4 98.9 900 1.10 990 1.67 1.76 2.03 2.08 2.21 2.54 2x12 #2 JP 1.5 11.25 4.1 16.9 31.6 178.0 900 1.00 900 2.03 2.37 2.73 2.53 2.97 3.41 2x14 #2 JP 1.5 13.25 4.8 19.9 43.9 290.8 900 0.90 810 2.39 2.96 3.41 2.98 3.70 4.26 4x4 Const LF 3.5 3.50 3.0 12.3 7.1 12.5 1000 1.00 1000 1.47 0.60 0.68 1.84 0.74 0.86 4x6 #2 JP 3.5 5.50 4.7 19.3 17.6 48.5 900 1.30 1170 2.31 1.72 1.98 2.89 2.15 2.47 4x8 #2 JP 3.5 7.25 6.2 25.4 30.7 111.1 900 1.30 1170 3.05 2.99 3.44 3.81 3.74 4.30 4x10 #2 JP 3.5 9.25 7.9 32.4 49.9 230.8 900 1.20 1080 3.89 4.49 5.17 4.86 5.62 6.46 4x12 #2 JP 3.5 11.25 9.6 39.4 73.8 415.3 900 1.10 990 4.73 6.09 7.00 5.91 7.61 8.76 4x14 #2 JP 3.5 13.25 11.3 46.4 102.4 678.5 900 1.00 900 5.57 7.68 8.83 6.96 9.60 11.0 6x4 #2 JP 5.5 3.50 4.7 19.3 11.2 19.7 900 1.00 900 2.31 0.84 2.89 1.05 6x6 #1 PT 5.5 5.50 7.4 30.3 27.7 76.3 1200 1.00 1200 3.43 2.77 4.29 3.47 6x8 #1 PT 5.5 7.50 10.0 41.3 51.6 193.4 1200 1.00 1200 4.68 5.16 5.84 6.45 6x10 #1 BS 5.5 9.50 12.7 52.3 82.7 393.0 1350 1.00 1350 5.92 9.31 7.40 11.6 6x12 #1 BS 5.5 11.50 15.4 63.3 121.2 697.1 1350 1.00 1350 7.17 13.6 8.96 17.0 6x14 #1 BS 5.5 13.50 18.0 74.3 167.1 1127.7 1350 0.99 1332 8.42 18.6 10.5 23.2 4 2201 S Halladay St 9/24/2024 5 2201 S Halladay St 9/24/2024 6 2201 S Halladay St 9/24/2024 7 2201 S Halladay St 9/24/2024 8 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC 324 E South St, Long Beach, CA 90805 ROOF LOADS composite shingles 2.5 psf re-roof 2.0 psf 1/2" plywwod 1.5 psf rafters 4.0 psf insulation 0.5 psf Ceiling 3.0 psf beams/headers 1.0 psf MP&E/ misc.0.5 psf D=15.0 psf Lr=20.0 psf REDUCIBLE FLOOR LOADS flooring 1.0 psf 3/4" plywood 2.3 psf joist 3.0 psf ceiling 4.0 psf beams/headers 2.0 psf MP&E/ misc.2.7 psf D=15.0 psf L=40.0 psf EXTERIOR WALL LOADS 7/8" stucco 10.0 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.0.2 psf D=16.0 psf INTERIOR WALL LOADS 1/2" gyp board 2.3 psf 1/2" plywood 1.5 psf 2x6 studs at 16"oc 1.5 psf insulation 0.5 psf 1/2" gyp board 2.3 psf MP&E/ misc.1.9 psf D=10.0 psf 9 2201 S Halladay St 9/24/2024 10 2201 S Halladay St 9/24/2024 ROOF KEYPLAN H1 H2 H3 RJ1 H4 B1 H5 11 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =13.08 ft Member=2x8 A =10.88 in^2 S =13.1 in^3 No. of members=1 I =47.6 in^4 CD=1.25 E =1,600,000 psi CF=1.20 Va =1.305 kips CV=1.00 Ma =0.986 k-ft Cr=1.15 Total Load L/n=180 Live Load L/n=240 L=13.08 ft 0.30 0.30 Uniform load (W1) D L Trib w1,1 (15 +20)x 1.33 =19.95 +26.6 w1,2 (16 +0)x 0 =0 +0 w1,3 (15 +40)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =19.95 +26.6 =0.047 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 13.08 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 13.08 Shear R1=0.304 kips R2=-0.304 kips Stress Ratio Vmax=0.30 kips Vallow.=1.63 x 1 =1.6313 kips OK .19 Flexure M=0.996 k-ft Mallow.=1.70 x 1 =1.7001 k-ft OK .59 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.402 +0.000 +0.000 +0.000 =0.40 =L <L OK deflection:.46 390 180 0.402 +0 D (L Only)=0.23 +0 +0 +0 =0.23 =L L OK deflection:.35 683 240 USE:1-2X8 shear: 6/26/24 12:00 AM RJ1 WALL FLOOR ROOF flexure: DECK 12 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: 24-459.ec6 Project Title:Engineer: CODE REFERENCES Calculations per NDS 2024, IBC 2024, ASCE 7-22 Load Combination Set : ASCE 7-22 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 900.0 900.0 925 625 1600 580 170 675 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination : ASCE 7-22 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 0.0 -->> 4.160 ft, Tributary Width = 10.0 ft, (ROOF) Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 4.160 -->> 13.50 ft, Tributary Width = 10.0->1.0 ft, (ROOF) Point Load : D = 0.4370, Lr = 0.5830 k @ 4.160 ft, ((E)BM) Point Load : D = 0.1070, Lr = 0.1420 k @ 11.750 ft, ((E)HIP BM) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.755: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 5.026 ft 57.71 psi= = 1,125.00 psi 6x12Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 212.50 psi== Section used for this span 6x12 Maximum Shear Stress Ratio 0.272 : 1 0.000 ft= = 849.06 psi Maximum Deflection 0 <240 663Ratio =0 <180 Max Downward Transient Deflection 0.139 in 1161Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.244 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1 0.449 0.162 0.90 1.000 1.001.00 1.00 3.68 363.9 810.0 1.04 153.024.7 1 0.005 0.162 0.90 1.000 1.001.00 1.00 0.04 3.7 810.0 0.73 153.024.7 0.00.0 1 0.755 0.272 1.25 1.000 1.001.00 1.00 8.58 849.1 1,125.0 2.43 212.557.7 1 0.008 0.272 1.25 1.000 1.001.00 1.00 0.09 8.6 1,125.0 1.71 212.557.7 0.00.0 13 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:B1 Project File: 24-459.ec6 Project Title:Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 13.451 ft 1 0.647 0.233 1.25 1.000 1.001.00 1.00 7.35 727.8 1,125.0 2.09 212.549.5 1 0.007 0.233 1.25 1.000 1.001.00 1.00 0.07 7.4 1,125.0 1.47 212.549.5 0.00.0 1 0.152 0.055 1.60 1.000 1.001.00 1.00 2.21 218.3 1,440.0 0.63 272.014.8 1 0.002 0.055 1.60 1.000 1.001.00 1.00 0.02 2.2 1,440.0 0.44 272.014.8 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.2441 6.504 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 2.761 1.762 Max Upward from Load Combinations 2.761 1.762 Max Upward from Load Cases 1.578 1.006 D Only 1.183 0.755 +D+Lr 2.761 1.762 +D+0.750Lr 2.367 1.510 +0.60D 0.710 0.453 Lr Only 1.578 1.006 14 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING JOB 1147 E Market Street Long Beach, CA 90805 ENGR. MC DATE 24-459 NOTCH ON COMPRESSION FACE AT END 1.833 5.798 0.917 4.881 V 1762 lbs member type= b=5.5 in viga Fv=psi 11.5 Cd= F'v= e=5.00 in 'e' > 'dn', therefore use Eq.(3.4-2)slope=4 :12 2018 NDS Equation 3.4-5 =3 x =psi < psi, therefore NA 2 x 5.5 x 11.50 --4.88 x 5 Use Eq. (3.4-2) fv= 1.5V =psi < psi, therefore Satisfactory (.46) b dn 98 213 26/06/2024 170 1.25 213 1762 w 3V d-(d-dn)/(dn)*e 5.50 4.88dn Rec'd= B1 102 4.88 213 draftrer= 11.50 6x C:\Users\gilbe\OneDrive\Escritorio\CBA\CALCULATIONS\01 ROOF OR FLOOR\w-notched beam 15 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:H1 Project File: 24-459.ec6 Project Title:Engineer: CODE REFERENCES Calculations per Nds 2024, IBC 2024, ASCE 7-22 Load Combination Set : ASCE 7-22 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.1 900.0 900.0 925 625 1600 580 170 675 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination : ASCE 7-22 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Load for Span Number 1 Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 0.0 -->> 3.250 ft, Tributary Width = 2.830->1.160 ft, (ROOF) Uniform Load : D = 0.0150, Lr = 0.020 ksf, Extent = 3.250 -->> 4.0 ft, Tributary Width = 8.0 ft, (ROOF) Point Load : D = 0.7550, Lr = 1.006 k @ 3.250 ft, (B1) Point Load : D = 0.1070, Lr = 0.1420 k @ 1.750 ft, (HIP BM) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.594: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 3.241 ft 131.12 psi= = 1,462.50 psi 4x6Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 212.50 psi== Section used for this span 4x6 Maximum Shear Stress Ratio 0.617 : 1 3.547 ft= = 868.30 psi Maximum Deflection 0 <240 1143Ratio =0 <180 Max Downward Transient Deflection 0.024 in 2003Ratio =>=240 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.042 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1 0.354 0.367 0.90 1.300 1.001.00 1.00 0.55 372.3 1,053.0 0.72 153.056.2 0.00.0 1 0.594 0.617 1.25 1.300 1.001.00 1.00 1.28 868.3 1,462.5 1.68 212.5131.1 0.00.0 1 0.509 0.529 1.25 1.300 1.001.00 1.00 1.09 744.3 1,462.5 1.44 212.5112.4 0.00.0 16 2201 S Halladay St 9/24/2024 Wood Beam LIC# : KW-06017148, Build:20.23.10.31 CASTILLO ENGINEERING INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:H1 Project File: 24-459.ec6 Project Title:Engineer: Maximum Forces & Stresses for Load Combinations Span #C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 4.0 ft 1 0.119 0.124 1.60 1.300 1.001.00 1.00 0.33 223.4 1,872.0 0.43 272.033.7 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.0420 2.175 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.638 1.809 Max Upward from Load Combinations 0.638 1.809 Max Upward from Load Cases 0.364 1.034 D Only 0.273 0.776 +D+Lr 0.638 1.809 +D+0.750Lr 0.547 1.551 +0.60D 0.164 0.465 Lr Only 0.364 1.034 17 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =3.16 ft Member=4x6 A =19.25 in^2 S =17.6 in^3 No. of members=1 I =48.5 in^4 CD=1.25 E =1,600,000 psi CF=1.30 Va =2.310 kips CV=1.00 Ma =1.323 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=3.16 ft 0.48 0.48 Uniform load (W1) D L Trib w1,1 (15 +20)x 8.08 =121.2 +161.6 w1,2 (16 +0)x 1.5 =24 +0 w1,3 (15 +40)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =145.2 +161.6 =0.307 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 3.16 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 3.16 Shear R1=0.485 kips R2=-0.485 kips Stress Ratio Vmax=0.48 kips Vallow.=2.89 x 1 =2.8875 kips OK .17 Flexure M=0.383 k-ft Mallow.=2.15 x 1 =2.1506 k-ft OK .18 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.009 +0.000 +0.000 +0.000 =0.01 =L <L OK deflection:.04 4277 180 0.009 +0 D (L Only)=0.005 +0 +0 +0 =0 =L L OK deflection:.03 8121 240 USE:1-4X6 shear: 6/26/24 12:00 AM H2 WALL FLOOR ROOF flexure: DECK 18 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =8.00 ft Member=4x10 A =32.38 in^2 S =49.9 in^3 No. of members=1 I =230.8 in^4 CD=1.25 E =1,600,000 psi CF=1.20 Va =3.885 kips CV=1.00 Ma =3.743 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=8 ft 1.52 1.52 Uniform load (W1) D L Trib w1,1 (15 +20)x 8.08 =121.2 +161.6 w1,2 (16 +0)x 2 =32 +0 w1,3 (10 +0)x 6.58 =65.8 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =219 +161.6 =0.381 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 8 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 8 Shear R1=1.522 kips R2=-1.522 kips Stress Ratio Vmax=1.52 kips Vallow.=4.86 x 1 =4.8563 kips OK .31 Flexure M=3.045 k-ft Mallow.=5.62 x 1 =5.615 k-ft OK .54 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.095 +0.000 +0.000 +0.000 =0.09 =L <L OK deflection:.18 1011 180 0.095 +0 D (L Only)=0.04 +0 +0 +0 =0.04 =L L OK deflection:.10 2381 240 USE:1-4X10 shear: 6/26/24 12:00 AM H3 WALL DOOR ROOF flexure: DECK 19 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =3.00 ft Member=4x6 A =19.25 in^2 S =17.6 in^3 No. of members=1 I =48.5 in^4 CD=1.25 E =1,600,000 psi CF=1.30 Va =2.310 kips CV=1.00 Ma =1.323 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=3 ft 0.94 0.94 Uniform load (W1) D L Trib w1,1 (15 +20)x 17 =255 +340 w1,2 (16 +0)x 2 =32 +0 w1,3 (10 +0)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =287 +340 =0.627 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 3 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 3 Shear R1=0.941 kips R2=-0.941 kips Stress Ratio Vmax=0.94 kips Vallow.=2.89 x 1 =2.8875 kips OK .33 Flexure M=0.705 k-ft Mallow.=2.15 x 1 =2.1506 k-ft OK .33 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.015 +0.000 +0.000 +0.000 =0.01 =L <L OK deflection:.07 2446 180 0.015 +0 D (L Only)=0.008 +0 +0 +0 =0.01 =L L OK deflection:.05 4511 240 USE:1-4X6 shear: 6/26/24 12:00 AM H4 WALL DOOR ROOF flexure: DECK 20 2201 S Halladay St 9/24/2024 CASTILLO ENGINEERING, INC.Project 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 Engr.Date:Job No.24-459 Sheet Tag Beam 5 L =4.00 ft Member=4x6 A =19.25 in^2 S =17.6 in^3 No. of members=1 I =48.5 in^4 CD=1.25 E =1,600,000 psi CF=1.30 Va =2.310 kips CV=1.00 Ma =1.323 k-ft Cr=1.00 Total Load L/n=180 Live Load L/n=240 L=4 ft 0.41 0.41 Uniform load (W1) D L Trib w1,1 (15 +20)x 5 =75 +100 w1,2 (16 +0)x 2 =32 +0 w1,3 (10 +0)x 0 =0 +0 w1,4 (16 +60)x 0 =0 +0 w1,5 (5 +20)x 0 =0 +0 W1 =107 +100 =0.207 klf Triangular load (W2) D L Trib ` w2,1 (0 +0)x 0 =0 +0 w2,2 (0 +0)x 0 =0 +0 w2,3 (0 +0)x 0 =0 +0 w2,4 (0 +0)x 0 =0 +0 w2,5 (0 +0)x 0 =0 +0 W2 =0 +0 =0.000 klf Point Load (P1) D L Trib.1 Trib.2 TAG: p1,1 (+)x 0.00 x 0.00 =0 +0 0 p1,2 (+)x 0 x 0 =0 +0 0 p1,3 (+)x 0 x 0 =0 +0 0 p1,4 (+)x 0 x 0 =0 +0 p1,5 (+)x 0 x 0 =0 +0 X1 (ft)X2 (ft) P1 =0 +0 =0.00 kips 0 4 Point Load (P2) D L Trib.1 Trib.2 TAG: p2,1 (+)x 0 x 0 =0 +0 0 p2,2 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 0 p2,4 (+)x 0 x 0 =0 +0 p2,5 (+)x 0 x 0 =0 +0 X3 (ft)X4 (ft) P2 =0 +0 =0.00 kips 0 4 Shear R1=0.414 kips R2=-0.414 kips Stress Ratio Vmax=0.41 kips Vallow.=2.89 x 1 =2.8875 kips OK .14 Flexure M=0.414 k-ft Mallow.=2.15 x 1 =2.1506 k-ft OK .19 Deflection D =D w1 +Dw2 +D p1 +Dp2 D (D+L)=0.015 +0.000 +0.000 +0.000 =0.02 =L <L OK deflection:.06 3126 180 0.015 +0 D (L Only)=0.007 +0 +0 +0 =0.01 =L L OK deflection:.04 6470 240 USE:1-4X6 shear: 6/26/24 12:00 AM WALL DOOR ROOF flexure: DECK 21 2201 S Halladay St 9/24/2024 FOUNDATION KEYPLAN CF1 CF2 (E)CF1 3.14 K F1 2.76 K 22 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING JOB 2201 HALLADAY 1147 E Market, Long Beach, CA 90805 ENGR. MC DATE JOB NO. 24-459 SHEET NO. CONTINUOUS FOOTINGS CF-1 LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + DECK ( + ) x ft = + w = + =plf B=plf = ft psf USE: CF-2 LOADING:TRIB. ( + ) x ft = + ( + ) x ft = + ( + ) x ft = + w = + =plf B=plf = ft psf USE: 0 410.8 16 249.2 4015 0 15 60 0 WALL:8 26/06/2024 20 D L ROOF: FLOOR: 15 8.08 1500 410.8 128 161.6 0 0 121.2 0 161.6 0 0 0.27 D L 115 20 15 0 128 15 WALL: 16 0 8 FLOOR:60 0 ROOF: 163 0.11 1500 1'-0" WIDE FTG. 20 20 0 0 143 1'-0" WIDE FTG. 163 F-CONTINUOUS FOOTINGS-1500 23 2201 S Halladay St 9/24/2024 ARCHITECT Castillo Engineering, Inc.PROJECT 2201 HALLADAY STREET 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC DATE JOB NO. 24-459 SHEET NO. Given: h1 =18 in.d1 =3.5 in.D L TRIB D L w1 15 20 17 =255 +340 h2 =18 in.w =12 in.16 0 8 =128 +0 15 40 3 45 +120 15 60 0 =0 +0 H =36 in.b =6 in.428 +460 =888 plf Area = 906 in.2 L = 75.5 in. 6.292 ft.2 = 6.29 ft. Stemwall wt. = 150 x 6 x 18 /144 = 113 plf =1001 qa =1500 psf Pa =1500 x 6.29 =9.44 kips Pload =1001 x 6.29 =6.29 kips Pnet kips (E) CF1 RAISED FLOOR CAPACITY Pnet = 26/06/2024 3.14 kips wuniform 24 2201 S Halladay St 9/24/2024 ARCHITECT CASTILLO ENGINEERING, INC.JOB 2201 HALLADAY STREET 1147 E Market Street Long Beach, CA 90805 ENGR. MC DATE JOB NO. 24-459 SHEET NO. SPREAD FOOTINGS P1 =K P2 =K P3 =K P4 =K P TOTAL =K P ALLOW.=K USE:TYPE 2.0 FOOTING 26/06/2024 0 2.76 5.4 F1 2.76 0 0 F-SPREAD FOOTINGS1500 25 2201 S Halladay St 9/24/2024 PROJECT : PAGE : CLIENT : DESIGN BY : JOB NO. : DATE : 06/26/24 REVIEW BY : INPUT DATA Exposure category (B, C or D)B Importance factor I =1.00 Category II Basic wind speed V =110 mph Topographic factor Kzt =1 Flat Building height to eave he =8 ft Building height to ridge hr =13 ft Effective area of components A =21.33333 ft2 DESIGN SUMMARY 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 h = mean roof height ft 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] =3.55 ft Net Pressures (psf), Basic Load Cases Net Pressures (psf), Torsional Load Cases 15.73 0.00 15.73 (+GCp i )(-GCp i )(+GCp i )(-GCp i )(+GCp i )(-GCp i ) 1 0.49 5.77 12.40 0.40 4.05 10.69 1T 0.49 1.44 3.10 2 -0.69 -16.03 -9.40 -0.69 -16.03 -9.40 2T -0.69 -4.01 -2.35 3 -0.45 -11.59 -4.95 -0.37 -10.14 -3.50 3T -0.45 -2.90 -1.24 4 -0.39 -10.51 -3.87 -0.29 -8.66 -2.03 4T -0.39 -2.63 -0.97 1E 0.75 10.43 17.07 0.61 7.93 14.56 0.00 2E -1.07 -23.04 -16.40 -1.07 -23.04 -16.40 3E -0.64 -15.20 -8.56 -0.53 -13.09 -6.45 p i p i ENGINEERING Surface Roof angle q = Net Pressure with Surface Roof angle q = G Cp f Net Pressure with Surface Roof angle q = G Cp f 24-459 2201 HALADAY STREET Wind Analysis for Low-rise Building, Based on ASCE 7-16 / IBC 2024 / CBC 2022 Roof angle q = G Cp f Net Pressure with CASTILLO Net Pressure withG Cp f 26 2201 S Halladay St 9/24/2024 Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction Area Area (ft2)(+GCp i )(-GCp i )(ft2)(+GCp i )(-GCp i ) 1 363 2.10 4.51 1 309 1.25 3.30 2 837 -13.42 -7.87 2 775 -12.42 -7.28 3 837 -9.70 -4.15 3 775 -7.85 -2.71 4 363 -3.82 -1.41 4 309 -2.68 -0.63 1E 57 0.59 0.97 1E 64 0.51 0.93 2E 131 -3.02 -2.15 2E 194 -4.46 -3.18 3E 131 -1.99 -1.12 3E 194 -2.53 -1.25 4E 57 -0.80 -0.42 4E 64 -0.72 -0.29 Horiz.6.01 6.01 Horiz.5.15 5.15 Vert.-27.08 -14.71 Vert.-26.24 -13.88 10 psf min.Horiz.6.83 6.83 10 psf min.Horiz.3.73 3.73 Sec. 6.1.4.1 Vert.-18.64 -18.64 Sec. 6.1.4.1 Vert.-18.64 -18.64 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 ) 1 153 0.88 1.90 10 22 1 122 0.50 1.31 3 7 2 353 -5.66 -3.32 -17 -10 2 581 -9.31 -5.46 33 19 3 353 -4.09 -1.75 13 5 3 581 -5.89 -2.03 -21 -7 4 153 -1.61 -0.59 18 7 4 122 -1.06 -0.25 5 1 1E 57 0.59 0.97 13 22 1E 64 0.51 0.93 7 13 2E 131 -3.02 -2.15 -19 -13 2E 194 -4.46 -3.18 16 11 3E 131 -1.99 -1.12 12 7 3E 194 -2.53 -1.25 -9 -4 4E 57 -0.80 -0.42 18 10 4E 64 -0.72 -0.29 10 4 1T 210 0.30 0.65 -4 -9 1T 186 0.19 0.50 -2 -4 2T 484 -1.94 -1.14 7 4 2T 775 -3.10 -1.82 -22 -13 3T 484 -1.40 -0.60 -5 -2 3T 775 -1.96 -0.68 14 5 4T 210 -0.55 -0.20 -7 -3 4T 186 -0.40 -0.09 -3 -1 39 39 31.2 31.2 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) p Effective 2 GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP Comp.21.33333 0.43 -0.87 0.43 -1.54 0.43 -2.40 0.94 -1.04 0.94 -1.28 Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 11.32 -19.30 11.32 -31.62 11.32 -47.60 20.68 -22.52 20.68 -26.98 S Surface Pressure (k) withPressure (k) with S Surface Torsion (ft-k)Surface Zone 5 Zone 3 Zone 4 Zone 5 Pressure (k) with Torsion (ft-k) Total Horiz. Torsional Load, MT Zone 1 ( psf ) Zone 3 Zone 4Zone 2 Surface Pressure (k) with Pressure Zone 1 Zone 2 Total Horiz. Torsional Load, MT Comp. & Cladding 27 2201 S Halladay St 9/24/2024 ASCE Hazards Report Address: 2201 Halladay St Santa Ana, California 92707 Standard:ASCE/SEI 7-16 Latitude: 33.717669 Risk Category:II Longitude:-117.859522 Soil Class:Default Elevation:61.81198352982068 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph 300-year MRI 89 Vmph 700-year MRI 95 Vmph 1,700-year MRI 102 Vmph 3,000-year MRI 106 Vmph 10,000-year MRI 115 Vmph 100,000-year MRI 1,000,000-year MRI Data Source: Date Accessed: 133 Vmph 151 Vmph ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Aug 07 2024 Page 1 of 5https://ascehazardtool.org/ 28 2201 S Halladay St 9/24/2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds. Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 2 of 5https://ascehazardtool.org/ 29 2201 S Halladay St 9/24/2024 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 3 of 5https://ascehazardtool.org/ 30 2201 S Halladay St 9/24/2024 Data Accessed: Aug 07 2024 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-16 and ASCE/SEI 7-16 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-16 Ch. 21 are available from USGS. Page 4 of 5https://ascehazardtool.org/ 31 2201 S Halladay St 9/24/2024 Snow Results: Ground Snow Load, p : g 20-year MRI Value: Winter Wind Parameter: Mapped Elevation: Data Source: Date Accessed: Ground Snow Loads for IRC only, p :g(asd) 3 lb/ft 2 1 lb/ft^2 0.25 61.6 ft ASCE/SEI 7-16, Figures 7.6-1 and 7.6-2 A-D Wed Jun 26 2024 Values provided are ground snow loads. In areas designated "case study required," extreme local variations in ground snow loads preclude mapping at this scale. Site-specific case studies are required to establish ground snow loads at elevations not covered. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported ‘elevation’ and ‘mapped elevation’ differ significantly from each other. 2.1 lb/ft 2 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 5 of 5https://ascehazardtool.org/ 32 2201 S Halladay St 9/24/2024 SEISMIC BASE SHEAR (ASCE7-16) Latitude:33.717669 Longitude:-117.85952 SITE CLASS:D (Table 20.3-1)ρ=1.3 R=6.5 (Table 12.2-1)Ie=1 (Section 21.4) 1.730 0 1.170 0 (11.4-3) 1.153 (11.4-4) 0.78 0.13526 0.6763 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 = 𝑆=3 𝑆 = 𝑇= 𝐶ℎ =ℎ =𝑥 =𝑇 = 𝑉= =. = = = = = == =.= = = = 33 2201 S Halladay St 9/24/2024 SEISMIC ANALYSIS WEIGHT Level 1 W roof =20 psf x 2074 ft^2 = = WR =52.82 kips BASE SHEAR 8.53 kips F1= DISTRIBUTION OF BASE SHEAR W TOTAL 52.82 kips 4.113 psf 𝑽𝑩𝑨𝑺𝑬= 𝑽 ∗ 𝑾𝑻𝑶𝑻𝑨𝑳 = 𝑉 ∗ 𝑊= 𝑭𝒙= 𝑽𝑩𝑨𝑺𝑬∗𝑾𝑿∗ 𝒉𝑻𝑶𝑻𝑨𝑳 𝑾𝟏∗ 𝒉𝟏+𝑾𝟐∗𝒉𝟏+ 𝒉𝟐+ ⋯𝑾𝒏∗ 𝒉𝑻𝑶𝑻𝑨𝑳 𝑩𝑨𝑺𝑬=∗𝑻𝑶𝑻𝑨𝑳 𝑨 34 2201 S Halladay St 9/24/2024 ARCHITECT JOB 2201 HALLADAY STREET CASTILLO ENGINEERING, INC. 1147 E Market St ENGR. MC DATE:LONG BEACH CA. 90805 JOB NO. 24-447 SHEET NO. SEISMIC FORCES First Floor Shearwall Forces L1 Level 1 F1=4.113 psf SW U-FORCE T.A.FORCE L1 L2 L3 L4 X1 4.11 179.47 0.74 KIPS STRONGWALL X2 4.11 994.01 4.09 KIPS 11.33 ft Y1 4.11 865.21 3.56 KIPS 13.50 ft 4.50 ft June 27, 2024 LENGHT WALLS 35 2201 S Halladay St 9/24/2024 SHEARWALL KEYPLAN AREA:2073.67 SQ. FT. PERIMETER:177.33 FT. X:35.50 FT. Y:52.50 FT. X1.1 X2.1 Y1.1 Y1.2 3.56 K 0.74 K 4.10 K 36 2201 S Halladay St 9/24/2024 X1.1 X2.1 X DIRECTION KEYPLAN AREA:179.47 SQ. FT. AREA:994.01 SQ. FT. 37 2201 S Halladay St 9/24/2024 38 2201 S Halladay St 9/24/2024 39 2201 S Halladay St 9/24/2024 40 2201 S Halladay St 9/24/2024 41 2201 S Halladay St 9/24/2024 ARCHITECT JOB 2201 HALLADAY STREET CASTILLO ENGINEERING, INC. 1147 E Market St ENGR. MC DATE:Long Beach, CA 90805 24-447 SHEET NO. TAG:X2.1 ( 11.33 ft), FORCE: SEISMIC GOVERNS =kips Load Comb. :(0.6-.14SDS) D + E SDS :1.15 SHEAR STRESS X2.1 :L1=ft v=lbs =plf ft Ltotal=ft OVERTURNING height= 8.00 ft MOT=x x 8 = ROOF:psf x ft =plf h/w= 0.71 OK WALL:psf x ft =plf w =plf Vallow= 510 PLF MR=x 11.33 ^2/2 =k-ft USE: TYPE 4 SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. 295 HDU2 361 11.33 June 27, 2024 11.1615 TributaryUnit load 4.09 SHEARWALL CALCULATIONS 4088 11.33 X2.1 T= Tallow= 32.7 2.31 WALL: 0.295 16 4.09 2.15 11.33 11.33 18.96 18.96 8.00 32.7 167 128 11.33 11.33 42 2201 S Halladay St 9/24/2024 Y1.1 Y1.2 Y DIRECTION KEYPLAN AREA:865.21 SQ. FT. 43 2201 S Halladay St 9/24/2024 ARCHITECT JOB 2201 HALLADAY STREET CASTILLO ENGINEERING, INC. 1147 E Market St ENGR. MC DATE:Long Beach, CA 90805 24-447 SHEET NO. TAG:Y1.1 ( 13.50 ft),Y1.2 ( 4.50 FORCE: SEISMIC GOVERNS =kips Load Comb. :(0.6-.14SDS) D + E SDS :1.15 SHEAR STRESS Y1.1 :L1=ft v=lbs =plf Y1.2 :L2=ft ft Ltotal=ft OVERTURNING height= 8.00 ft MOT=x x 8 = ROOF:psf x ft =plf h/w= 0.59 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 13.50 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. height= 8.00 ft MOT=x x 8 = ROOF:psf x ft =plf h/w= 1.78 OK WALL:psf x ft =plf w =plf Vallow= 340 PLF MR=x 4.50 ^2/2 =k-ft USE: TYPE 6 SHEARWALL - 0.44 x =kips kips OK USE:4x 4 POST w/H.D. T= Tallow=2.31 WALL:Y1.2 3.56 128 11.25 Unit load Tributary 7.12 4.50 169 16 15 8.00 4.50 3.00 15 128 18.00 13.50 1.16 13.50 13.50 4.50 13.03 13.03 8.00 21.4 18.00 Y1.1 T= Tallow= 21.4 2.31 WALL: 0.143 16 3.56 0.297 1.297.12 June 26, 2024 1.0015 TributaryUnit load 3.00 3.56 SHEARWALL CALCULATIONS 3559 198 18.00 HDU2 HDU2 297 18.00 143 44 2201 S Halladay St 9/24/2024 45 2201 S Halladay St 9/24/2024 ARCHITECT JOB 1205 Pine Avenue, Suite 201 Long Beach, CA 90813 ENGR. MC DATE:JOB NO. SHEET NO. CASTILLO ENGINEERING, INC. 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 46 2201 S Halladay St 9/24/2024 1 A5 3 13' - 10" 11' - 3" 9' - 0" 1 1 1 N. 12"X24" FTNG N. 1 2 " X 2 4 " F T N G EX . 1 2 " X 2 4 " F T N G N. 12"X24" FTNG N. 1 2 " X 2 4 " F T N G HD U 2 ( T Y P ) 2( 2 X 4 ) P O S T HDU 2 (TYP) 2(2X4) POST HD U 2 ( T Y P ) 2( 2 X 4 ) P O S T PROVIDE REDGARD WATER PROOFING OVER EXISTING CONC. SLAB ICC#ESR-1413 NEW CONC. SLAB EX. RAISED FOUNDATION EX. RAISED FOUNDATION EX . R A I S E D F O U N D A T I O N EX . R A I S E D F O U N D A T I O N A5 4 A5 5 A5 13' - 10" 11' - 3" 9' - 0" 1 1 1 4x10 HDR4x6 HDR4x6 HDR 4x 6 H D R 4x 6 H D R 4x 6 H D R 4x6 HDR 4x 1 0 H D R N 2 x 1 0 C . J . @ 1 6 " O . C . EX . 2 x C . J . @ 1 6 " O . C . A5 8 A5 9 11 A5 EPOXY BASE PROCEDURE 1. DRILL HOLE 1/8 Ø LARGER THAN ANCHOR 2. CLEAN HOLE WITH BRUSH AND COMPRESSED AIR 3. PLACE ROD AT BOTTOM OF HOLE OF SILL Simpson Set XP Epoxy-Tie (ICC-ESR #2508) 4. GROUNT WITH FLOWABLE EPOXY FLUSH TO TOP 5. DEPUTY INSPECTION REQUIRED FOR PROPER HOLDOWN INSTALLATION AND INTEGRITY OF (E) CONCRETE 6. ALLOW 24 HR. CURE BEFORE TIGHTENING NUT MINIMUM EMBEDMENTBOLT DIAMETER D VERT. ANCHOR BOLTS HORIZ. ANCHOR BOLTS 7"5" 7"5" 7"5" 8"6" 9"7" 10"8" 1/2" 5/8" 3/4" 7/8" 1" 1 1/8" TYP. ANCHOR BOLTS 7 TYP. ANCHOR BOLTS 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 02-S-01 FOUNDATION AND FRAMING PLAN - ADD 0001 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Luis L. Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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" Foundation Plan1 1/4" = 1'-0" Framing Plan2 No. Description Date 2201 S Halladay St 9/24/2024 STRUCTURAL NOTES 02-S1.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM STRUCTURAL NOTES 2201 S Halladay St 9/24/2024 TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL10 TYPICAL DETAIL9 TYPICAL DETAIL3 02-S1.1 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS 2201 S Halladay St 9/24/2024 TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL8 TYPICAL DETAIL12 TYPICAL DETAIL9TYPICAL DETAIL10 02-S1.2 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS 2201 S Halladay St 9/24/2024 TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4 TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL3 TYPICAL DETAIL9TYPICAL DETAIL10 02-S1.3 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM TYPICAL DETAILS 2201 S Halladay St 9/24/2024 N1FOUNDATION PLAN SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 LAZARO -- 26 JUNE 24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. Expires 12-31-24 NO. 4808 CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 02-S2.0 FOUNDATION PLAN 2201 S Halladay St 9/24/2024 N1ROOF FRAMING PLAN SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 LAZARO -- 26 JUNE 24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. Expires 12-31-24 NO. 4808 CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 02-S2.2 ROOF FRAMING PLAN 2201 S Halladay St 9/24/2024 DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 02-S3.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM FOUNDATION DETAILS 2201 S Halladay St 9/24/2024 DETAIL1DETAIL2DETAIL4 DETAIL5DETAIL6DETAIL7DETAIL8 DETAIL12 DETAIL11 DETAIL10 DETAIL9 DETAIL3 02-S5.0 SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM ROOF FRAMING DETAILS 2201 S Halladay St 9/24/2024 ® ®® ® 36 XX 1 24 HX 1 ® 02-WSWH1 TYPICAL DETAILS SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THE CHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : TO THE C.B.C. PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 2201 S Halladay St 9/24/2024 ® ® ® ® ® ® ® ® ® ® ® · · · · ® ® ® ® ® ® ®® ® ® · · · · · ● ● ● ® TYPICAL DETAILS SHEET NUMBER PR O J E C T A D D R E S S : SHEETSOF REVISIONS CONSTRUCTION SHALL CONFORMTO THE ENGINEER. ALLWORK. REPORT DISCREPANCIESBEFORE PROCEEDING WITH THECHECK AND VERIFY ALL DIMENSIONS DRAWN : CHECKED : DATE : JOB NO. TO THE C.B.C. MARK DATE PROJECT: 24-459 ANAHI ANAHI 07-AUG-24 . . . . . . . . . . . . TITLE AD D I T I O N A N D R E M O D E L 22 0 1 H A L L A D A Y S T . 3 1 2 3 1147 E MARKET ST. LONG BEACH, CA 90805 T:562-961-5600 ENGINEER: Margarito Castillo, S.E. CASTILLO ENGINEERING 22 0 1 H A L L A D A Y S T . , SA N T A A N A , C A . 9 2 7 0 7 WWW.CASTILLOENGINEERING.COM 02-WSWH2 2201 S Halladay St 9/24/2024 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 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date 2201 S Halladay St 9/24/2024 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 2201 HALLADAY ST. STA. ANA, CA 92707 01-24-2024 Autor Verificador NEW 132 SQ.FT. ADD TO BE GAMEROOM 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 No. Description Date 2201 S Halladay St 9/24/2024 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 07-18-24 pr o j e c t n a m e : RE S I D E N C E ad d r e s s 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 HE R S R A T I N G A N D 81 8 - 6 6 9 - 1 8 1 1 PROJECT # R-002306 2201 S Halladay St 9/24/2024 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 # pr o j e c t n a m e : RE S I D E N C E ad d r e s s HE R S R A T I N G A N D 81 8 - 6 6 9 - 1 8 1 1 07-18-24 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 R-002306 2201 S Halladay St 9/24/2024 2201 S Halladay St 9/24/2024 2201 S Halladay St 9/24/2024