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HomeMy WebLinkAbout5510 W Roosevelt Ave - PlanW/H W D 45 ' - 0 " 3'-0" 5'-8" 6' - 5 " 3'-6" 22 ' - 1 0 " (E) DETACHED GARAGE (E ) D R I V E W A Y (E) WALKWAY (E) LAWN (E) LAWN 47' 47' 13 7 ' 13 7 ' ROOSEVELT AVE T-1 . SITE PLAN SCALE: 1" = 10'-0" 2022 CBC - CALIFORNIA BUILDING CODE 2022 CPC - CALIFORNIA PLUMBING CODE 2022 CMC - CALIFORNIA MECHANICAL CODE 2022 CEC - CALIFORNIA ELECTRIC CODE 2022 CRC - CALIFORNIA RESIDENTIAL CODE 2022 T-24 - ENERGY STANDARDS 2022 -GREEN BUILDING CODE CURRENT CODES SHEET INDEX (1) T-1 TITLE SHEET/ PLOT PLAN (2) T-2 NOTES (3) T-3 GREEN BUILDING NOTES (4) T-4 GREEN BUILDING NOTES (5) A-1 (E) + (N) FLOOR PLAN (6) A-2 ELEVATIONS, SECTIONS (7) S-1 FOUNDATION, FRAMING (8) D-1 DETAILS (9) T-24A TITLE 24 (10) T-24B TITLE 24 TYPE OF CONSTRUCTION OCCUPANCY NUMBER OF STORIES AUTOMATIC FIRE SPRINKLERS TOTAL LOT AREA V-B R-3/U 1 NO 6,439 SQ. FT. LOT DESCRIPTION: LOT - BLOCK - TRACT ---- MAP BOOK - CITY SANTA ANA COUNTY ORANGE STATE CALIFORNIA A.P.N. 099-212-03 BUILDING SUMMARY (E) LIVING AREA 1,184 SQ. FT. SCOPE OF WORK: 1. REPLACE ROOFING MATERIAL OVER THE ENTIRE HOUSE. 2. REPLACE FIRE DAMAGED ROOF FRAMING PER PLAN. 3. REPLACE HVAC SYSTEM PER PLAN. 4. REPLACE ELECTRICAL WIRING AND FIXTURES PER PLAN. 5. REPLACE DRYWALL AND INSULATION PER PLAN. 6. REPLACE WINDOWS PER PLAN. 7. REPAIR/REPLACE STUCCO TO MATCH EXISTING. 8. REMOVE WALL @ KITCHEN PER PLAN. 9. REMOVE WALLS BETWEEN BATHROOM AND BEDROOM #2 TO ENLARGE THE BATHROOM AND TO CONVERT BEDROOM #2 INTO A LAUNDRY. (SEE PLANS) 10. KITCHEN REMODEL. GENERAL REQUIREMENTS: 1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ENGINEER. 2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE SITE. 3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES, AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS, AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION. 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK, INCLUDING THAT OF ALL SUB-TRADES. 6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS. 7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES AND/OR LOCAL BUILDING ORDINANCES. 8. ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE. 9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL CONTRACTOR SHALL NOT PROCEED WITH ANY CHANCES WITHOUT THE WRITTEN APPROVAL OF THE OWNER. 10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE APPROVED IN WRITING BY THE OWNER. 11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED. 12. SEE PLANS AND SPECIFICATIONS BY OTHERS FOR ADDITIONAL REQUIREMENTS IF APPLICABLE. 13. TRUSSES SHALL BE APPROVED BY THE BUILDING DEPARTMENT, FIELD MEASURED BY MANUFACTURER PRIOR TO FABRICATION AND INSTALLATION. 14. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED. 15. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING, OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER, WHETHER OF MATERIAL OR WORK, AND FOR THE PROPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF CONSTRUCTION. 16. THE SHOP DRAWINGS REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER THE SUBMITTED FABRICATION OR SHOP DRAWINGS HAVE BEEN AS FOLLOWS: A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING CHECKER WITH THEIR SIGNATURES. B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS CONFORMING TO THE CONSTRUCTION DOCUMENTS. FRAMING LUMBER: 1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND DRESSING RULES NO.17 OF THE WEST COAST LUMBER INSPECTION BUREAU AND DOC PS-20. EACH PIECE SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY, EXCEPT EXPOSED LUMBER SHALL BEAR NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION. 2. FRAMING LUMBER SHALL BE DOUGLAS FIR (LARCH), COMMON NAILS, UNLESS OTHERWISE NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS OTHERWISE NOTED: ITEM: A. STUDS: · 2" THICK, 4" WIDE (STUD HT. = 8'-1" MAX.) NO.2 OR BETTER · 2" THICK, 4" TO 8" WIDE NO.1 B. STRUCTURAL LIGHT FRAMING: · 2" TO 4" THICK, 2" TO 4" WIDE NO.2 C. STRUCTURAL JOISTS AND PLANKS: · 2" TO 4" THICK, 6" AND WIDER NO.2 D. BEAMS AND STRINGERS: · 5" AND THICKER, 6" AND WIDER NO.2 E. POSTS AND TIMBERS: · 5" X 5" AND LARGER NO.1 3. MAXIMUM STUD HEIGHT SCHEDULE AND NON-BEARING WALLS (LATERALLY UNSUPPORTED HEIGHT): ·2X4 @ 16" O.C. 11'-0" U.O.N. ·2X6 @ 16" O.C. 16'-0" U.O.N. ·2 X 8 @ 16" O.C. 20'-0" U.O.N. 4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD DOC PS-1 OR PS-2. PLYWOOD SHALL BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL CDX OR OSB, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR PANEL SHEATHING. ROOF AND FLOOR SHEATHING AND SHEAR WALL PANELS SHALL BE IN PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING. INSTALL WITH FACE GRAIN ACROSS SUPPORTS EXCEPT WHERE NOTED ON PLANS. 5. ALL OPENINGS THROUGH ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD DIAPHRAGM NAILING REQUIREMENTS. 6. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH A.I.T.C. SPECIFICATIONS. ADHESIVE SHALL BE WATER REGISTRANT INTERIOR W.C.L.A. SPECIFICATION COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C. INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP DRAWINGS TO THIS ENGINEER FOR REVIEW PRIOR TO FABRICATION. · SIMPLE SPAN BEAMS DF/DF 24F-V4 · CANTILEVERED BEAMS DF/DF 24F-V8 7. FRAMING HARDWARE SHALL BE SIMPSON 'STRONG-TIE' CONNECTORS OR EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.C. APPROVAL, UNLESS OTHERWISE INDICATED ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH SIMPSON METAL HANGERS AS FOLLOWS: · 2 X 4, 6 & 8 MEMBERS 'U' SERIES · 2 X 10, 12 & 16 MEMBERS 'HUS' SERIES · 4 X & LARGER 'HU' SERIES 8. ALL BOLTS THROUGH WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1/16" LARGER THAN THE BOLT DIAMETER, UNLESS OTHERWISE NOTED. 9. SILL PLATES SHALL BE BOLTED TO FOUNDATION WITH MINIMUM 5/8" DIA X 10" LONG ANCHOR BOLTS AT 4'-0" O.C. U.O.N. A PLATE WASHER A MINIMUM OF 3" X 3" X 0.229" THICK SHALL BE USED AT EACH BOLT. MIN/MAX END DISTANCE = 1-7/8"; ANCHOR BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO CONCRETE OR MASONRY PER SEC 2308.6 CBC. MIN/MAX END LONGITUDINAL DISTANCE FOR ANCHOR BOLTS 4-3/8" & 12" RESPECTIVELY 10. BRIDGING OF JOISTS OR RAFTERS: PROVIDE BRIDGING AT 10'-0" O.C. FOR ROOF RAFTERS AND 8'-0" FOR FLOOR JOISTS. PROVIDE 2 X SOLID BLOCKING AT ALL BEARING LOCATIONS. TABLE 2304.10.2 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Roof 4-8d box (2-1/2 x 0.113″); or 3-8d common (2-1/2"× 0.131″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or 3-3″14 gage staples, 7 16"crown Each end, toenail 2-8d common (2-1/2" × 0.131″) 2-3″ × 0.131″ nails 2-3″ 14 gage staples Each end, toenail 2-16 d common (3-1/2"× 0.162″) 3-3″ × 0.131″ nails 3-3″ 14 gage staples End nail Flat blocking to truss and web filler 16d common (3-1/2"× 0.162″) @ 6″ o.c. 3″ × 0.131″ nails @ 6″ o.c. 3″ × 14 gage staples @ 6″ o.c Face nail 2.Ceiling joists to top plate 4-8d box (2-1/2" x 0.113″); or 3-8d common (2-1/2" × 0.131″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or 3-3″ 14 gage staples, Each joist, toenail 3-16d common (3-1/2"× 0.162″); or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or 4-3″ 14 gage staples, Face nail Per Table 2308.7.3.1 Face nail 5.Collar tie to rafter 3-10d common (3″ × 0.148″); or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or 4-3″ 14 gage staples, Face nail 6.Rafter or roof truss to top plate (See Section 2308.7.5, Table 2308.7.5) 3-10 common (3″ × 0.148″); or 3-16d box (3-1/2" × 0.135″); or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131 nails; or 4-3″ 14 gage staples, 7.Roof rafters to ridge valley or hip rafters; or roof rafter to 2-inch ridge beam 2-16d common (3-1/2" × 0.162″); or 3-16d box (3-1/2" × 0.135″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or 3-3″ 14 gage staples, End nail 3-10d common (3-1/2" × 0.148″); or 4-16d box (3-1/2" × 0.135″); or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or 4-3″ 14 gage staples, Toenail Wall 8.Stud to stud (not at braced wall panels) 16d common (3-1/2"× 0.162″);24″ o.c. face nail 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; or 3-3″ 14 gage staples, 16″ o.c. face nail Wall 16″ o.c. face nail 16d box (3-1/2" × 0.135″); or 3″ × 0.131″ nails; or 3-3″ 14 gage staples, 12″ o.c. face nail 10.Built-up header (2″ to 2″ header) 16d common (3-1/2" × 0.162″)16″ o.c. each edge, face nail 16d box (3-1/2" × 0.135″)12″ o.c. each edge, face nail 11.Continuous header to stud 4-8d common (2-1/2"× 0.131″); or 4-10d box (3″ × 0.128″); or 5-8d box (2-1/2" x 0.113″) Toenail 12.Top plate to top plate 16d common (3-1/2" × 0.162″)16″ o.c. face nail 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; or 3″ 14 gage staples, 12″ o.c. face nail 13.Top plate to top plate, at end joints 8-16d common (3-1/2"× 0.162″); or 12-16d box (3-1/2" x 0.135″); or 12-10d box (3″ × 0.128″); or 12-3″ × 0.131″ nails; or 12-3″ 14 gage staples, 16d common (3-1/2" × 0.162″)16″ o.c. face nail 16d box (3-1/2" × 0.135″); or 3″ × 0.131″ nails; or 3″ 14 gage staples, 12″ o.c. face nail 2-16d common (3-1/2" × 0.162″); or 3-16d box (3-1/2"× 0.135″); or 4-3″ × 0.131″ nails; or 4-3″ 14 gage staples, 16″ o.c. face nail 16.Stud to top or bottom plate 3-16d box (3-1/2" x 0.135″); or 4-8d common (2-1/2" × 0.131″); or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or 4-8d box (2-1/2" x 0.113″); or 4-3″ 14 gage staples, Toenail 2-16d common (3-1/2" × 0.162″); or 3-16d box (3-1/2" x 0.135″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or 3-3″ 14 gage staples, End nail 17.Top plates, laps at corners and intersections 2-16d common (3-1/2" × 0.162″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or 3-3″ 14 gage staples, Face nail 18.1″ brace to each stud and plate 3-8d box (2-1/2" x 0.113″); or 2-8d common (2-1/2" × 0.131″); or 2-10d box (3″ × 0.128″); or 2-3″ × 0.131″ nails; or 2-3″ 14 gage staples, Face nail 19.1″ × 6″ sheathing to each bearing 3-8d box (2-1/2" x 0.113″); or 2-8d common (2-1/2" × 0.131″); or 2-10d box (3″ × 0.128″); or 2-1-3/4" 16 gage staples, 1″ crown Face nail Wall 20.1″ × 8″ and wider sheathing to each bearing 3-8d common (2-1/2"× 0.131″); or 3-8d box (2-1/2" x 0.113″); or 3-10d box (3″ × 0.128″); or 3-1-3/4" 16 gage staples, 1″ crown Wider than 1″ × 8″Face nail 3-8d common (2-1/2" x 0.131″); or 4-8d box (2-1/2"× 0.113″); or 3-10d box (3″ × 0.128″); or 4-1-3/4"16 gage staples, 1″ crown Floor 21.Joist to sill, top plate, or girder 4-8d box (2-1/2"× 0.113″); or 3-8d common (2-1/2" × 0.131″); or floor 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or 3-3″ 14 gage staples, Toenail 22.Rim joist, band joist, or blocking to top plate, sill or other framing below 8d box (2-1/2" × 0.113″) 4" o.c., toenail 8d common (2-1/2"× 0.131″); or 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; or 3″ 14 gage staples, 6″ o.c., toenail 23.1″ × 6″ subfloor or less to each joist 3-8d box (2-1/2" × 0.113″); or 2-8d common (2-1/2" × 0.131″); or 3-10d box (3″ × 0.128″); or 2-1-3/4" 16 gage staples, 1″ crown Face nail 24.2 subfloor to joist or girder 3-16d box (3-1/2" × 0.135″); or 2-16d common (3-1/2"× 0.162″)Blind and face nail 25.2″ planks (plank & beam – floor & roof)3-16d box (3-1/2" × 0.135″); or 2-16d common (3-1/2" × 0.162″)Each bearing, face nail 26.Built-up girders and beams, 2″ lumber layers 20d common (4″ × 0.192″)32″ o.c., face nail at top and bottom staggered on opposite sides 10d box (3″ × 0.128″); or 3″ × 0.131″ nails; or 3″ 14 gage staples, Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Edges (inches) Intermediate supports (inches) 30. 3/8″ –1/2″ 6d common or deformed (2″ × 0.113″); or 2-3/8"× 0.113″ nail (subfloor and wall)6 12 8d common or deformed (2-1/2"× 0.131″× 0.281″ head) (roof) or RSRS-01 (2-3/8" × 0.113″) nail (roof)d 6e 6e 13/ 4″16 gage staple, crown (subfloor and wall)4 8 23/ 8″× 0.113″× 0.266″ head nail (roof)3f 3f 13/ 4″16 gage staple, crown (roof) 3f 3f 31. 19/32″ –3/4″ 8d common (2-1/2" × 0.131″); or deformed (2″ × 0.113″) (subfloor and wall)6 12 8d common or deformed (2-1/2"× 0.131″ × 0.281″ head) (roof) or RSRS-01 (2-3/8" × 0.113″) nail (roof)d 6e 6e 2-3/8" × 0.113″× 0.266″ head nail; or 2″ 16 gage staple,4 8 32. 7/8″ – 11/4″ 10d common (3″ × 0.148″); or deformed (2-1/2"× 0.131″ × 0.281" head)6 12 Other exterior wall sheathing 33. 1/2″ fiberboard sheathingb 1-1/2" × 0.120″, galvanized roofing nail (7/16″ head diameter); or 1-1/4"16 gage staple with or 1″ crown 3 6 34. 25/32″ fiberboard sheathingb 1-3/4" × 0.120″ galvanized roofing nail (7/16″ diameter head); or 1-1/2"16 gage staple with or 1″ crown 3 6 Wood structural panels, combination subfloor underlayment to framing 35. 3/4″ and less 8d common (2-1/2" × 0.131″); or deformed (2″ × 0.113″); or deformed (2" × 0.120") 6 12 36. 7/8″ – 1″ 8d common (2-1/2"× 0.131″); or deformed (2-1/2"× 0.131″); or deformed (2-1/2" × 0.120″) 6 12 37.11/ 8″– 11/4″ 10d common (3″ × 0.148″); or deformed (2-1/2"× 0.131″); or deformed (2-1/2" × 0.120") 6 12 Panel siding to framing 38. 1/2″ or less 6d corrosion-resistant siding (1-7/8"× 0.106″); or 6d corrosion-resistant casing (2″ × 0.099″) 6 12 39. 5/8″ 8d corrosion-resistant siding (2-3/8" × 0.128″); or 8d corrosion-resistant casing (2-1/2" × 0.113″) 6 12 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing Edges (inches) Intermediate supports (inches) Interior paneling 40.1/4″ 4d casing (1-1/2"× 0.080″); or 4d finish (1-1/2"× 0.072″)6 12 41.3/8″ 6d casing (2″ × 0.099″); or 6d finish (2″ × 0.092″) (Panel supports at 24 inches) 6 12 For SI:1 inch = 25.4 mm. a.Nails spaced at 6 inches at intermediate supports where spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. b.Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications. Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked). c.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail. d.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667. e.Tabulated fastener requirements apply where the ultimate design wind speed is less than 140 mph. For wood structural panel roof sheathing attached to gable-end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in Exposure C. Spacing exceeding 6 inches on center at intermediate supports shall be permitted where the fastening is designed per the AWC NDS. f.Fastening is only permitted where the ultimate design wind speed is less than or equal to 110 mph. g.Nails and staples are carbon steel meeting the specifications of ASTM F1667. Connections using nails and staples of other materials, such as stainless steel, shall be designed by acceptable engineering practice or approved under Section 104.11. Each side of end joint, face nail (mini-mum 24" lap splice length each side of end joint) 14.Bottom plate to joist, rim joist, band joist or block-ing (not at braced wall panels) 15.Bottom plate to joist, rim joist, band joist or block-ing at braced wall panels 9.Stud to stud and abutting studs at intersecting wall corners (at braced wall panels) 3.Ceiling joist not attached to parallel rafter, laps over partitions (no thrust) (see Section 2308.7.3.1, Table 2308.7.3.1) 4.Ceiling joist attached to parallel rafter (heel joint) (see Section 2308.7.3.1, Table 2308.7.3.1) Blocking between rafters or truss not at the wall top plate, to rafter or truss 1.Blocking between ceiling joists, rafters or trusses to top plate or other framing below 2 toenails on one side and 1 toenail on opposite side of rafter or trussc 16d common (3-1/2"× 0.162″) 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16"crown 7 16" 7 16" 7 16"crown 7 16" 7 16 " And: 2-20d common (4″ × 0.192″); or 3-10d box (3″ × 0.128″); or 3-3″ × 0.131″ nails; or 3-3″ 14 gage staples, Ends and at each splice, face nail 27.Ledger strip supporting joists or rafters 3-16d common (3-1/2" × 0.162″); or 4-16d box (3-1/2" × 0.135″); or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or 4-3″ 14 gage staples, Each joist or rafter, face nail 28.Joist to band joist or rim joist 3-16d common (3-1/12" × 0.162″); or 4-10d box (3″ × 0.128″); or 4-3″ × 0.131″ nails; or 4-3″ 14 gage staples, End nail 29.Bridging or blocking to joist, rafter or truss 2-8d common (2-1/2" × 0.131″); or 2-10d box (3″ × 0.128″); or 2-3″ × 0.131″ nails; or 2-3″ 14 gage staples, Each end, toenail 7 16"crown 7 16"crown 7 16"crown 7 16"crown 24″ o.c. face nail at top and bottom staggered on opposite sides GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No. REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 PROPERTY LINE FIRE DAMAGED AREA EXISTING ELECTRICAL MAIN PANEL (200 AMP) NEW AC CONDENSER BLDG# 101120875 APPROVALS BLDG - CSG Consultant PLNG - FArias 5510 W Roosevelt Ave12/10/2024 T-2 ADDITIONAL NOTES: 1.THE SCOPE OF THE BUILDING INVESTIGATION WAS LIMITED TO THE FIRE DAMAGE OF THE STRUCTURE. THE SCOPE DID NOT INCLUDE EVALUATIONS REGARDING STRUCTURAL PEST INFESTATION, HAZARDOUS MATERIALS, PRE-EXISTING STRUCTURAL DEFICIENCIES, STRUCTURAL EARTHQUAKE RESISTANCE, OR CONFORMANCE WITH BUILDING CODES. 2.IT IS THE RESPONSIBILITY OF THE FRAMING CONTRACTOR, HIS AGENT OR THE GENERAL CONTRACTOR TO VERIFY ALL FIELD DIMENSIONS, FIELD CONDITIONS, THE LENGTHS OF ALL SPANS FOR BEAMS, PURLINS, FRAMING ROOF AND CEILING AND ANY FLOOR MEMBERS THAT MAY BE INVOLVED IN THIS PROJECT. THE HEIGHT OF ANY MEMBER THAT IS USED IN FORMING THE DRAINAGE PATTERN AND ALL CONDITIONS THAT PERTAIN TO ANY MEMBERS NEW OR EXISTING, HE SHALL VERIFY THE NEW AND EXISTING CONDITIONS AGAINST THE DRAWINGS PRIOR TO THE ORDERING OF ANY MATERIALS. NOTIFY BCI ENGINEERING, IF THERE ARE ANY CONDITIONS THAT DO NOT MATCH DRAWINGS AND STOP ALL WORK IMMEDIATELY. 3.IF ANY EXISTING STUCCO IS FOUND BY THE CONTRACTOR IN THE FIELD AFTER PERMITTING TO HAVE LOST ITS BOND TO THE FRAMING, OR IS BOWED AWAY FROM THE FRAMING, OR IN GENERAL IS LOOSE, THEN THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IN WRITING AND THE INSURANCE COMPANY IMMEDIATELY FOR INSTRUCTIONS FOR THE REPAIR OF THE STUCCO. THIS SHALL BE TYPICAL FOR ALL STUCCO AND PLASTER WALLS, SOFFITS, RETURNS AND ANY OTHER CONDITION THAT MAY AND DOES EXIST. OF THE CONTRACTOR FINDS MORE DAMAGE IN THE FIELD TO STUCCO AT THE POINT OF REPAIR OF ANY CRACK OR THE STUCCO AFFECTED SHALL BE IDENTIFIED IN WRITING TO THE ENGINEER OF RECORD IMMEDIATELY FOR INSTRUCTIONS FOR REPAIR OF THE STUCCO. 4. ALL PORTLAND CEMENT EXTERIOR STUCCO AND INTERIOR PLASTER SHALL BE 7/8 INCH THICK OVER WOVEN OR WELDED WIRE LATH (UNBLOCKED) WITH 11 GAUGE X 1 ½ INCH LONG, 7/16 INCH DIAMETER HEAD NAILS OR 16 GAUGE STAPLES HAVING 7/8 INCH LONG LEGS PLACED AT 6 INCHES ON CENTER OVER 15# ORGANIC FELT ATTACHED DIRECTLY TO THE FRAMING SYSTEM. TWO LAYERS OF 15# ORGANIC FELT SHALL BE INSTALLED IF THE APPLICATION IS OVER PLYWOOD SHEATHING. STUCCO SHALL HAVE CORROSION-RESISTANT WIRE MESH WEEP SCREEDS A MINIMUM OF 6 INCHES ABOVE GRADE AT THE BOTTOM OF WALLS AND SHALL BE VERIFIED AT ANY AREA THAT CREATES AN ENCLOSED AREA OR SOFFIT AREA. IF EXPANSION JOINTS ARE EXISTING, THE CONTRACTOR SHALL MATCH THE EXPANSION JOINTS AT THE AREA OF NEW WORK. VERIFY WITH THE DRAWINGS IF AY OTHER EXPANSION JOINTS ARE REQUIRED. 5.ALL SMOKE AND WATER DAMAGED GYPSUM BOARD SHALL BE REMOVED AND REPLACED WITH NEW ½” INCH TYPE-X GYPSUM BOARD, TAPED, SEALED AND FINISHED TO MATCH EXISTING UNLESS OTHERWISE NOTED. USE 5/8 INCH TYPE-X FIRE RATED GYPSUM BOARD INSIDE OF THE GARAGE WALLS AND CEILINGS WHERE ADJACENT TO THE HOUSE. 6.THE CONTRACTOR SHALL INSPECT AND INSURE THAT ALL THE REPAIRS/BUILIDNG ARE MADE TO THOSE AREAS NOTES ON THE DRAWINGS AND SPECIFICATION. ANY ADDITIONAL DAMAGE CAUSED BY THE CONTRACTOR PROVIDING THE REPAIRS. BUILDING SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER OR RECORD IN WRITING AND SHALL BE REPAIRED BY THE CONTRACTOR. 7.REPLACE ALL DAMAGED INSULATION WITH R-13 INSULATION IN THE WALLS AND WHERE DAMAGE EXISTS TO THE INSULATION. THE CONTRACTOR SHALL MATCH THE EXISTING INSULATION R-VALUES AND SOUND RATING USING RESILIENT CLIPS AND MATCH EXISTING IF THEY ARE PRESENT IN THE EXISTING CONSTRUCTION. ALL DAMAGED UNDER FLOOR INSULATION AND ATTIC INSULATION SHALL BE REPLACED WITH R-19 UNDER FLOOR AND R-30 IN ATTICS. IF THIS PROJECT IS IN AN AREA WHERE THERE IS NOW THAN THE INSULATION REQUIREMENTS ARE DIFFERENT THAT THOSE STATED. ALSO SEE THE TITLE-24 ENERGY CALCULATIONS FOR ADDITIONAL REQUIRED INFORMATION IF THE ENERGY CALCULATIONS ARE REQUIRED. 8.THE BUILDING SHALL NOT BE OCCUPIED DURING FIRE REPAIR WORK, RETROFIT WORK, RE-MODEL WORK OR ANY OTHER WORK TO THE STRUCTURE SINCE THE BUILDING STRENGTH IS SUBSTANTIALLY WEAKENED AT ANY POINT DURING THE REPAIRS NOTED, THE REQUIRED EXISTS MAY OR SHALL BE BLOCKED AND THE REQUIRED SAFETY DEVICES SUCH AS SPRINKLERS, STANDPIPES, ALARM SYSTEMS ARE NOT OPERATIONAL AND ANY OTHER SAFETY ITEMS NOT MENTIONED ARE POSSIBLY NOT IN OPERATION DURING THE RE-MODEL OR REPAIR PHASE OF THE CONSTRUCTION. A CERTIFICATE OF OCCUPANCY MUST BE OBTAINED BY THE CONTRACTOR AND OWNER PRIOR TO OCCUPYING THIS BUILDING. 9.NO CONSTRUCTION SUPERVISION IS INCLUDED IN THE WORK BEING PERFORMED AND IS NOT PART OF THE CONTRACT OR SERVICES THAT ARE BEING PROVIDED. IF SITE CONSULTATION IS REQUIRED, A FEE SHALL BE CHARGED FOR THAT CONSULTATION. 10.ALL EPOXY INJECTION OR USE OF EPOXY SHALL FOLLOW THE RECOMMENDATIONS OF THE MANUFACTURER WITHOUT ANY DEVIATIONS AND FOLLOWING ALL THE RECOMMENDATIONS FOR INSTALLATIONS AND STRICTLY MAINTAINING QUALITY CONTROL OF THE INSTALLATION OF THE PRODUCTS. ANY USE OF PRODUCTS NOT SPECIFIED BY THESE DRAWINGS AND NOTES SHALL BE APPROVED IN WRITING BY THE ENGINEER OF RECORD AND APPROVED BY THE PLAN CHECKER FOR THE CITY OF RECORD PRIOR TO ANY INSTALLATION FOR THIS PROJECT. 11.NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, VENTS, DUCTS AND OR OTHER SIMILAR OPENINGS OR OTHER ITEMS SUCH AS STRUCTURAL CONNECTORS AT ANY TIME WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 12.PROVIDE AND MAINTAIN SANITARY TOILET FACILITIES PRIOR TO AND DURING THE CONSTRUCTION AS REQUIRED BY THE CITY OR COUNTY OF RECORD. 13.A PROTECTION FENCE OR PEDESTRIAN PROTECTION FENCE OR COVER, IF REQUIRED BY THE CITY OR COUNTY OF RECORD, SHALL BE CONSTRUCTED AND MAINTAINED CONFORMING TO THE BUILDING DEPARTMENT REQUIREMENTS AND IS THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD TO CONSTRUCT AND TO VERIFY IF THE CITY SHALL REQUIRE THE FENCE INCLUDING ANY FEES NECESSARY FOR THE PERMITTING OF SAME. 14.THE CONTRACTOR SHALL DETERMINE IF HE/SHE SHOULD DISCONNECT ANY AND/OR ALL EXISTING UTILITIES ON THE SITE UNLESS THE OWNER SIGNS A WRITTEN AUTHORIZATION TO LEAVE SAID UTILITY LINES. 15.IF REQUIRED FOR THIS PROJECT, THE OWNER OR CONTRACTOR OR SUB-CONTRACTOR SHALL SUBMIT MECHANICAL, PLUMBING, AND ELECTRICAL PLANS AND CALCULATIONS AS REQUIRED BY THE CITY OR COUNTY OF RECORD BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATIONS. ALL MECHANICAL, PLUMBING, AND ELECTRICAL OR ANY OTHER SPECIAL ENGINEERING, INCLUDING ANY CALCULATIONS OR DRAWINGS, AND SUBMITTED TO THE CITY OR COUNTY OF RECORD FOR PLAN CHECKING AND PERMITS SHALL BE PREPARED AND PULLED BY THE OWNER, THE CONTRACTOR, OR SUB-CONTRACTOR. THESE NOTED FEES ARE NOT PART OF THE REPAIRS/BUILDING FEES BEING PERFORMED BY BCI ENGINEERING. ALL PLAN CHECK, GOVERNMENTAL FEES OR ANY OTHER FEES THAT SHALL BE IMPOSED AS A RESULT OF REPAIR/BUILDING WORK FOR ANY ITEM OR THOSE ITEMS INDICATED ON THE DRAWING SHALL BE PAID BY THE INSURANCE CARRIER/OWNER OR CONTRACTOR BASED ON THE INSURANCE POLICY INCLUDING THE PERMIT FEES OR THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR. 16.PROVIDE GFI PROTECTION TO ALL 120 VOLT, 15, AND 20 AMP RECEPTACLES INSTALLED IN BATHROOMS, AT COUNTERTOP SURFACES WITHIN 6 FEET OF KITCHEN SINK, OR ANY OTHER REQUIRED AREA AND IN GARAGES IF INCLUDED IN THIS WORK. 17.PROVIDE 72 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. 18.ATTIC ACCESS OPENING SHALL NOT BE LESS THAN 22 INCH X 30 INCH. A 30 INCH CLEAR HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED ABOVE THE ACCESS OPENING. SEE PLANS FOR LOCATION. 19.THE CONTRACTOR SHALL REPAIR OR REPLACE ALL THE FLOOR COVERINGS, GLAZING, CABINETRY, PAINTING WALL AND CEILING COVERAGE, WOOD TRIM AND WOOD FLOORING, DOORS, WINDOWS, AND DOOR AND WINDOW HARDWARE, RE-ALIGN ALL DOOR AND WINDOW OPENINGS,GYPSUM BOARD OR INTERIOR PLASTER, INSULATION, ELECTRICAL, HEATING AND VENTILATION EQUIPMENT, MECHANICAL, PLUMBING, BATH TUBS, SHOWERS, TOILETS, ROOFING, FIREPLACES, RECESSED LIGHTING AND/OR ANY OTHER ITEMS THAT ARE NOT NOTED IN THESE PLANS OR SHOWN ON THE DRAWINGS THAT HAVE BEEN AGREED TO THROUGH THE SCOPE OF WORK NECESSARY AND APPROVED BY THE INSURANCE CARRIER, THE OWNER OR THE ATTORNEYS REPRESENTING THE INDIVIDUAL OWNER AND/OR HIS /HER AGENT. ALL THE WORK AND SCOPE OF REPAIRS FOR NEW CONSTRUCTION AND REPAIR CONSTRUCTION THAT IS NON-STRUCTURAL IS BETWEEN THE OWNER, THE ATTORNEYS REPRESENTING THE INDIVIDUAL OWNER AND/OR HIS/HER AGENT, THE CONTRACTOR AND THE INSURANCE COMPANY AND IS NOT A PART OF THE WORK TO BE PERFORMED BY BCI ENGINEERS, DOING THIS REPAIR. ANY ITEMS THAT ARE NOT STRUCTURAL THAT ARE SHOWN, IS ONLY SHOWN ON THE DRAWINGS AS A PROCEDURE FOR THE CONTRACTOR TO BID THE PROJECT AND FOR THE CITY TO PLAN CHECK THIS PROJECT. GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 5510 W Roosevelt Ave12/10/2024 1 2 2 3 4 5 5 6 6 7 7 8 USER3USER2USER1RIPGKPGMATERIALPRODCLASSPRODNAMEPLATE W/D LIVING ROOM C.H. 8'-0" KITCHEN DINNING ROOM C.H. 8'-0" BEDROOM #3 C.H. 8'-0" BEDROOM #2 C.H. 8'-0" BEDROOM #1 C.H. 8'-0" MASTER BEDROOM C.H. 8'-0" M. BATH CLOSET CLOSET (R) CLOSET CLOSET HA L L W A Y W/H BATH 11 ' - 5 " 28 ' - 3 " 19 ' - 2 " 3' - 0 " 1' - 8 " 65 ' - 6 " 3' - 6 " 19'-2" 19'-10" 12 ' - 2 " 2'-2" 9' - 1 0 " 1' - 8 " 1' - 8 " 9' - 7 " 5' - 4 " 2' - 2 " 1' - 1 0 " 17 ' - 1 1 " 65 ' - 6 " 14'-3" 14'-11" 5'-11" 1' - 7 " 10 ' - 2 " 7'-1" (E) ATTIC ACCESS (E) ATTIC ACCESS (E) 50 GAL WATER HEATER (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) EXISTING STUD WALL NEW EXISTING WALL LEGEND: (E) (N) REMOVE(R) NEW WALL REMOVE WALL (MIN. 2 X 4 AT 16" o.c.) SYMBOLS LEGEND LIGHTING/EXHAUST FANS HIGH EFFICACY WALL MOUNT MULTI-LIGHT FIXTURE HIGH EFFICACY RECESSED LED FIXTURE 4" Ø DRYER VENT TO OUTSIDE SWITCH SWITCHES 3-WAY SWITCH DIMMER SWITCH OCCUPANCY SENSOR W/ MANUAL ON DUPLEX OUTLET ARC FAULT INTERRUPTED DUPLEX OUTLET WEATHERPROOF GROUND FAULT INTERRUPTED DUPLEX OUTLET, TAMPER RESISTANT SMOKE ALARM HARD WIRED INTO ELECTRICAL SYSTEM (WITH BATTERY BACK-UP). DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. INSTALL PER NFPA 72, 2022 CRC & MFG. INSTALLATION INSTRUCTIONS. CARBON MONOXIDE ALARM HARD WIRED INTO ELECTRICAL SYSTEM (WITH BATTERY BACK-UP). DETECTORS SHALL BE INTERCONNECTED SO THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. SHALL COMPLY WITH UL 2034, UL 2075 AND/OR NFPA 720. EXISTING ELECTRICAL MAIN (200 AMP.) OUTLETS GENERAL UTILITY F LED S S 3 S D S OC GFI AFI WP SD CO GROUND FAULT INTERRUPTED F EXHAUST FAN - 50 CFM MIN - VENTED TO OUTSIDE AIR -MAX 1 SONES - WITH HUMIDISTAT - AND HIGH EFFICACY LIGHT MOTION SENSING WALL HUNG LIGHT FIXTURE CONTROLLED BY WHOLE HOUSE PHOTOCELLF 240 V CIRCUIT BREAKER FOR A.C. COMPRESSORAC DEMAND-CONTROLLED EXHAUST SYSTEM MEETING REQUIREMENTS OF §150.0(o)1Giii - 250 CFM MIN -VENTED TO OUTSIDE AIR MISC. NOTES: 1. ALL NEW WINDOWS AND SLIDING GLASS DOORS SHALL BE DUAL PANE, LOW-E ASSEMBLIES: U-FACTOR = 0.30 SGHC = 0.23 5'-0" No. 1 WIDTH 6'-8" HEIGHT OPENING SLDR PANE WINDOW SCHEDULE 3'-4"2 4'-0"SLW 4'-10"3 3-10"SLW 2'-10"4 0'-10"SLW 4'-7"6 3'-6"SLW 3'-10"7 3'-10"SLW MATERIAL VINYL 3'-7"5 2'-7" SLW 1'-9"8 1'-9"SLW TEMP GLASS U-FACTOR SGHC YES -- -- NUMBERS= Existing windows, LETTERS= New Windows SLDR SLW SLIDING DOOR SLIDING WINDOW NO DOUBLE REMARKS DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE DOUBLE NO NO NO YES NO YESDOUBLE -- -- -- -- -- -- -- -- -- -- -- -- 3'-0"A 3'-0"SLW 1'-9"B 1'-9"SLW DOUBLE NO YESDOUBLE 0.30 0.23 0.30 0.23 -- -- 3'-10"C 3'-10"SLW NODOUBLE 0.30 0.23 VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL VINYL 1 2 2 3 4 5 5 6 6 7 B USER3USER2USER1RIPGKPGMATERIALPRODCLASSPRODNAMEPLATE LIVING ROOM C.H. 8'-0" KITCHEN DINNING ROOM C.H. 8'-0" BEDROOM #3 C.H. 8'-0" (N) LAUNDRY C.H. 8'-0" BEDROOM #2 C.H. 8'-0" MASTER BEDROOM C.H. 8'-0" M. BATH CLOSET CLOSET CLOSET HA L L W A Y W/H BATH 8' - 1 " 28 ' - 3 " 19 ' - 2 " 5' - 0 " 65 ' - 6 " 3' - 6 " 19'-2" 19'-10" 12 ' - 2 " 2'-2" 9' - 1 0 " 1' - 8 " 1' - 8 " 9' - 7 " 5' - 4 " 2' - 2 " 1' - 1 0 " 17 ' - 1 1 " 65 ' - 6 " 14'-3" 14'-11" 3' - 0 " 3' - 0 " (E) BEDROOM 8'-1" 6'-6" A-2 A A-2 B 7'-1" F F F F F F LED LED LED LED LED LED LED S S S S S 3 S 3 S D S S S D S D S D S D FS S LED S D S D S OC S OC GFI GFI GFI GFI GFI GF I GF I GF I GFI GF I GFI GFIGFI AF I AF I AFI AFI AFIAFI AFI AFI AFIAFI AFI AFI AFI AF I AF I AF I AF I AF I AF I AF I AF I WP WP SDCO SD SD SD A (E) ATTIC ACCESS W/ NEW LIGHT & SWITCH (E) ATTIC ACCESS W/ NEW LIGHT & SWITCH (E) 50 GAL WATER HEATER (N)3068 FA U C W D AC (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (N) (N) (E) (E) (E) (E) (E) (E) (E) (N) A-1 EXISTING/DEMO FLOOR PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 PER CITY REQUEST 10/14/241 PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" 4"Ø VENT TO OUTSIDE (N) HIGH EFFICIENCY FURNACE PER T-24 NEW 3'-0"x6'-8" DOOR WITH UPPER AND LOWER LOUVERS NEW AC CONDENSER 1 10-14-2024 5510 W Roosevelt Ave12/10/2024 DINING ROOMKITCHENBATH(N) LAUNDRY 212212 8' - 1 " 11 ' - 5 " 1 (N)1(N) 2 (E)2(E) 3 (E) 3 (N)3(R)3(E) 3(E) 4 (N)4(N) 5 (N) 6 (N)6(N) 7 (E) 8(N)8(E)8(E)9(N)9(E) 10(N) 11(N) 12 (E) 13 (N)13(N) 13 (N)13 (N) 13 (N) 13(N) 13 (N) 13(N)14 (N)14(N) 15(N) 15 (N) 16 (E)19 (E)17 (E)17(E) 18 (E) 9(E) 11(N) 19 (E) LEGEND 1. Asphalt shingles roof class "A" (GAF ESR-1475) over #30 felt, over 1/2" CDX or O.S.B. (radiant barrier) with 8d nails @ 6"-6"-12" o.c. 2. 7/8" stucco over 2 layers of Grade D paper over all wood base sheathing. Match existing color and texture. 3. 2x4 studs @ 16" o.c. 4. 2x fascia, see plan. 5. 2x ridge, see plan. 6. 2x roof rafters, see plan. 7. 2x floor joists, see plan. 8. 2x ceiling joists, see plan. 9. Beam, see plan. 10. 2x Collar tie. 11. 2x Kicker @ 48" O.C. 12. 3/4" T&G or OSB sub-floor plywood with 8d nails @ 6"-6"-10" o.c. 13. 1/2" drywall. 14. R-13 fiberglass insulation. 15. R-38 fiberglass insulation. 16. Girder see plan. 17. Footing see plan. 18. Concrete pad see plan. 19. R-19 fiberglass insulation. 16 (E) 18 (E) BEDROOM #1 HALL (N) LAUNDRY 2122121(N)1 (N) 2(N) 2 (E) 3 (E) 14 (N) 17 (E) 3(E) 14(N) 17(E) 3 (E) 3(E) 4 (E)4(N) 5 (E) 6 (E) 6 (E) 6(E)6 (N) 7 (E) 7 (E) 8(E)8(E)8(E) 12 (E) 13 (N)13(N) 13(N) 13 (N) 13(N)13(N) 15(N) 19 (E) 1(N) 2 (E) 2 (N) 2 (E) 2 (N) 11 ' - 8 " 8' - 1 " 1(N) 2 (E) 8' - 1 " 11 ' - 8 " ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: 1184/150 = 7.8 SF PROVIDE (3) GABLE VENTS = 0.84x3 = 2.5 SF PROVIDE (17) 4"x12" EAVE VENTS = 5.5 SF TOTAL VENTILATION PROVIDED = 8 SF C & J METAL LV1424 STANDARD LOUVER BACKED WITH 1 4" MESH GALVANIZED HARDWARE FREE AIR FLOW = 119 SQ INCHES (0.84 SF) 4"x12" EAVE VENTS FREE AIR FLOW = 0.33 SF A-2 GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 PER CITY REQUEST 10/14/241 SECTION A SCALE: 1/4" = 1'-0" SECTION B SCALE: 1/4" = 1'-0" RIGHT ELEVATION (WEST) SCALE: 1/4" = 1'-0" FRONT ELEVATION (NORTH) SCALE: 1/4" = 1'-0" 1 1 1 10-14-2024 5510 W Roosevelt Ave12/10/2024 5 1,2 - A35 @ 24" O.C. 16d @ 6" O.C. BALOON FRAMING 2X4 FINGERS @ 32" O.C. WHERE OCCURS SHEAR WALL 2X R.R. SEE PL. ROOF FELT SEE PL. ROOF MAT. SEE PL. ROOF SHTG SEE PL. R38 INS. 2X FASCIA STUCCO TYP. 2X4 PLATE W/ 16d @ 6" O.C. 2X CLG JSTS SEE PL 1/2" GYP. BOARD 2X STUDS @ 16" O.C. R13 INS. SIMP. A34 CLIP EA. SIDE 2x6 DIAGONAL @ RIDGE & AT 8' O.C. MAX (4)-16d BEAM PER PLAN TS22 EA. SIDE BEAM 4x POST PER PLAN 45° TYPICAL PURLIN BRACE CLN'G JOIST 4-16d NAILS SHEATHING ROOF plywd. RAFTER BEARING BEAM, WALL, ETC. A 2x PURLIN PURLIN BRACE @ 48" O.C. EA. BRACE A35 CLIP EA. SIDE w/4-16d A MAX. FLUSH BEAM CEILING JOISTS PER PLAN CEILING JOISTS PER PLAN LUS26 HANGERS ST22 @ 48" O.C. 5 FACE NAILS (E)STUD CEILING JOISTS D-1 1 NO SCALE STUCCO SPLICE DETAIL (HOROZONTAL) 2 NO SCALE STUCCO SPLICE DETAIL (VERTICAL) 3 NO SCALE BEAM TO EXTERIOR WALL CONNECTION 4 NO SCALE EAVE DETAIL 5 NO SCALE RAKE DETAIL 6 NO SCALE CALIFORNIA FRAMING 8 NO SCALE BEAM TO WALL CONNECTION 9 NO SCALE PURLIN BRACE DETAIL 10 NO SCALE CEILING JOISTS TO BEAM DETAIL 11 NO SCALE RIDGE BRACE DETAIL 12 NO SCALE EAVE DETAIL @ BEAM 13 NO SCALE BEAM TO WALL DETAIL GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 7 NO SCALE BEAM TO WALL CONNECTION 5510 W Roosevelt Ave12/10/2024 A-2 A A-2 B (N) 3'x3' CONCRETE LANDING (E) 2x F.J'S (E) 2x F.J'S (E) 2x F.J'S (E) 2x F.J'S (E) 2x F.J'S (E ) 4 x G I R D E R (E ) 4 x G I R D E R (E ) 4 x G I R D E R A-2 A A-2 B (E) 4x6 HDR(E) 4x6 HDR (E) 4x6 HDR (E) 4x HDR (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R BM#2; (N) BM#1; (N) 4x10 DF#1 (E ) 2 x 6 C . J . @ 1 6 " O . C . (N ) 2 x 6 C . J . @ 1 6 " O . C . (E ) 2 x 6 C . J . @ 1 6 " O . C . (E ) 2 x 6 C . J . @ 1 6 " O . C . (E ) 2 x 6 C . J . @ 1 6 " O . C . (E) 2x C.J. (E) 4x6 BM (E) 4x6 BM (E) 4x6 BM (E) 2x4 C.J. 4x6 DF#2 (N ) 4 x 6 H D R A-2 A A-2 B (N ) 2 x 6 R . R . @ 1 6 " O . C . (N) 2x8 RIDGE (N ) 2 x 6 R . R . @ 1 6 " O . C . (N) 2x6 PURLIN (E) 2x4 R.R. @ 16" O.C.(E) 2x4 R.R. @ 16" O.C. (E ) 2 x 6 R I D G E W/ 2x6 KICKERS @ 48" O.C. ON BEARING WALLS (N) 2x6 PURLIN W/ 2x6 KICKERS @ 48" O.C. ONBEARING WALLS EXISTING STUD WALL NEW EXISTING WALL LEGEND: (E) (N) REMOVE(R) NEW WALL REMOVE WALL (MIN. 2 X 4 AT 16" o.c.) ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: 1184/150 = 7.8 SF PROVIDE (3) GABLE VENTS = 0.84x3 = 2.5 SF PROVIDE (17) 4"x12" EAVE VENTS = 5.5 SF TOTAL VENTILATION PROVIDED = 8 SF C & J METAL LV1424 STANDARD LOUVER BACKED WITH 1 4" MESH GALVANIZED HARDWARE FREE AIR FLOW = 119 SQ INCHES (0.84 SF) 4"x12" EAVE VENTS FREE AIR FLOW = 0.33 SF S-1 EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0"CEILING FRAMING PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" (E) FOUNDATION (E) CONCRETE PADS D-1 12 D-1 4 D-1 8 D-1 6 (N) 6x6 BM 9'-10" D-1 4 D-1 5 D-1 1,2 D-1 3 D-1 7 D-1 9 D-1 9 D-1 10D-1 11 D-1 13 D-1 5 5510 W Roosevelt Ave12/10/2024 T-24A GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 5510 W Roosevelt Ave12/10/2024 T-24B GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 5510 W Roosevelt Ave12/10/2024 T-3 X X X X X X X X X X X X X X X X X X X X X Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 5510 W Roosevelt Ave12/10/2024 T-4 X X X X X X X X X X X X X X X X X X X X X Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor Cont- ractor GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 5510 W Roosevelt Ave12/10/2024 15375 Barranca Pkwy #B205 PROJECT: SOTO RESIDENCE Irvine, Ca 92618 ADDRESS: 5510 ROOSEVELT AVE (714) 267-6561 CELL SANTA ANA, CA (951) 934-5444 FAX DATE: 07- 2024 CODE: 2022 CALIFORNIA BUILDING CODE, ASCE 7-16 TIMBER Douglas Fir-Larch - 19% max. moisture content 2x4 #2: Fb=1315/1510 psi Fv=95 psi 2x6 #2: Fb=1140/1310 psi E=1.6 E6 psi 2x8 #2: Fb=1055/1210 psi 2x10 #2: Fb=.965/1105 psi 2x12 #2: Fb= 875/1005 psi 2x14 #2: Fb= 790/ 905 psi It is recommended that lumber be free of heart center. Glued Laminated Beams: Douglas Fir-Larch Lumber #2 /#1 4x6,4x8 :Fb=1140/1300 psi; Fv=95 psi 4x10 : Fb=1050/1200 psi; E=1.6 E6 psi 4x12 : Fb= 965/1100 psi 4x14,4x16 : Fb= 875/1000 psi Lumber : #1 / S.S. 6x10: Fb=1350/1600 psi, Fv=85 psi 6x12: Fb=1350/1600 psi, E=1.6 E6 psi PARALLAM PSL 2.0 E Ind. App. Grade: Fb=2400 psi; Fv=165; E=1.8 E6 psi Fb=2900 psi, Fv=290 psi; E=2.0 E6 psi MICROLLAM LVL M=L: Fb=2600 psi Fv=285 psi; E=1.8 E6 psi CONCRETE 1. Dry pack shall be composed of one part Portland cement to not more than three parts sand. 2. All structural concrete …………………………...fc = 3000 psi All slab-on-grade/continuous footings/pads……...fc = 2500 psi All concrete shall reach minimum compressive strength at 28 days. REINFORCING STEEL 1. All reinforcing shall be A.S.T.M. A -615-40 for #5 bars and smaller. All reinforcing shall be A.S.T.M. A -615-60 for #6 bars and larger. Welded wire fabric to be A.S.T.M. A -185, lap 1-1/2 spaces, 9" min. 2. Splicing of bars shall have lapping of 40 dia. or 2'-0" min. in all continuous concrete reinforcement (30 dia. for compression). Masonry reinforcement shall have lapping of 40 dia. or 21-0". This is in all cases U.N.O. 3. All reinforcing bars shall be accurately and securely placed before pouring concrete, or grouting masonry. 4. Concrete protection for reinforcement shall be at least equal to the diameter of the bars. Cover shall be as follows, U.N.O.: A. Poured against earth ……………………3" B. Poured against form below grade……..2" C. Slabs on grade (from top of slab)……..1" D. Columns and beams to main bars……..2" STRUCTURAL STEEL 1. Fabrication and erection of structural steel shall be in accordance with "Specifications for the Design, Fabrication and Erection of Structural Steel Buildings", AISC, current edition. Steel to conform to ASTM A36. Round pipe columns shall conform to ASTM A53, Grade B. Square/Rectangular steel tubes ASTM A500, Grade B. 2. All welding shall be performed by certified welders, using the Electric Shielded Arc Process at licensed shops or otherwise approved by the Bldg. Dept. Continuous inspection required for all field welding. 3. All steel exposed to weather shall be hot -dip galvanized after fabrication, or other approved weatherproofing method. 4. Where finish is attached to structural steel, provide 1/2"o bolt holes 4'-0" o.c. for attachment of nailers. See architectural drawings for finishes (Nelson studs 1/2" x 3" CPL may replace bolts). MASONRY 1. Concrete block shall be of sizes shown on architectural drawings and/or called for in specifications and conform to ASTM C-90, grade N medium weight units with max. linear shrinkage of 0.06% 2. All vertical reinforcing in masonry walls not retaining earth shall be located in the center of the wall (U.N.O.), retaining walls are to be as shown in details. 3. All cells with steel are to be solid grouted, except retaining walls where all cells are to be solid grouted. 1 OF 4 5510 W Roosevelt Ave12/10/2024 Multiple Simple Beam LIC# : KW-06014557, Build:20.24.07.08 BENJAMIN IONESCU (c) ENERCALC INC 1983-2023 Project File: soto.ec6 Project Title: Engineer: Printed: 23 JUL 2024, 4:02PM Description : 4x10, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-22 / IBC 2024 (L<=100psf) Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, ASCE 7-16 Douglas Fir-Larch No.1 1350 1350 925 625 1600 580 170 675 31.21 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf BM#1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 9.0 ft Unif Load: D = 0.0050, L = 0.010 k/ft, Trib= 9.0 ft .Design Summary Max fb/Fb Ratio =0.470 : 1 Max Reactions (k)HEWSLLr +D+0.750Lr+0.750LLoad Comb : Span # 1 Left Support D in 5.000 inft 67.57 psi Fb : Allowable :2,202.68 psi Right Support Fv : Allowable : Span # 1 Load Comb :+D+0.750Lr+0.750L 212.50 psi fb : Actual : Max fv/FvRatio =0.318 : 1 9.233 ft 1,035.38 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.110 in Transient Upward 0.000 in Total Downward 0.211 in Total Upward 0.000 in 0.71 0.450.900.71 0.450.90 Ratio 1088 568Ratio LC: Lr Only LC: +D+0.750Lr+0.750L LC:LC: BEAM Size :4x6, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-22 / IBC 2024 (L<=100psf) Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, ASCE 7-16 Douglas Fir-Larch No.2 875 875 600 625 1300 470 170 425 31.21 Eminbend - xx ksi Wood Species :Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf BM#2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.010, Lr = 0.020 k/ft, Trib= 9.0 ft Unif Load: D = 0.0050, L = 0.010 k/ft, Trib= 8.50 ft .Design Summary Max fb/Fb Ratio =0.634 : 1 Max Reactions (k)HEWSLLr +D+0.750Lr+0.750LLoad Comb : Span # 1 Left Support D in 3.000 inft 66.91 psi Fb : Allowable :1,618.30 psi Right Support Fv : Allowable :Span # 1 Load Comb :+D+0.750Lr+0.750L 212.50 psi fb : Actual : Max fv/FvRatio =0.315 : 1 5.560 ft 1,026.46 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.084 in Transient Upward 0.000 in Total Downward 0.156 in Total Upward 0.000 in 0.41 0.260.540.41 0.260.54 Ratio 860 461Ratio LC: Lr Only LC: +D+0.750Lr+0.750L LC:LC: 2 OF 4 5510 W Roosevelt Ave12/10/2024 WOOD 23-62 2022 CALIFORNIA BUILDING CODE ventional elements with other applicable provisions of this code and shall be compatible with the performance of the conventionally framed system. SECTION 2309 WOOD FRAME CONSTRUCTION MANUAL 2309.1 Wood Frame Construction Manual. Structural design in accordance with the AWC WFCM shall be permit- ted for buildings assigned to Risk Category I or II subject to the limitations of Section 1.1.3 of the AWC WFCM and the load assumptions contained therein. Structural elements beyond these limitations shall be designed in accordance with accepted engineering practice. 2309.1.1 Additional requirements. [DSA-SS, DSA-SS/CC, OSHPD 1R, 2 & 5] The use of the AWC WFCM is permit- ted provided the design and construction also comply with Sections 2304, 2305 and 2302.1, Item 1 or 2, and engineer- ing analysis is furnished demonstrating compliance. TABLE 2308.7.1(1) CEILING JOIST SPANS FOR COMMON LUMBER SPECIES (Uninhabitable attics without storage, live load = 10 psf, L/ǻ = 240) (continued) CEILING JOIST SPACING (inches) SPECIES AND GRADE DEAD LOAD = 5 psf 2 × 4 2 × 6 2 × 8 2 × 10 Maximum ceiling joist spans (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) 12 Douglas Fir-Larch SS 13-2 20-8 Note a Note a Douglas Fir-Larch #1 12-8 19-11 Note a Note a Douglas Fir-Larch #2 12-5 19-6 25-8 Note a Douglas Fir-Larch #3 10-10 15-10 20-1 24-6 Hem-Fir SS 12-5 19-6 25-8 Note a Hem-Fir #1 12-2 19-1 25-2 Note a Hem-Fir #2 11-7 18-2 24-0 Note a Hem-Fir #3 10-10 15-10 20-1 24-6 Southern Pine SS 12-11 20-3 Note a Note a Southern Pine #1 12-5 19-6 25-8 Note a Southern Pine #2 11-10 18-8 24-7 Note a Southern Pine #3 10-1 14-11 18-9 22-9 Spruce-Pine-Fir SS 12-2 19-1 25-2 Note a Spruce-Pine-Fir #1 11-10 18-8 24-7 Note a Spruce-Pine-Fir #2 11-10 18-8 24-7 Note a Spruce-Pine-Fir #3 10-10 15-10 20-1 24-6 16 Douglas Fir-Larch SS 11-11 18-9 24-8 Note a Douglas Fir-Larch #1 11-6 18-1 23-10 Note a Douglas Fir-Larch #2 11-3 17-8 23-0 Note a Douglas Fir-Larch #3 9-5 13-9 17-5 21-3 Hem-Fir SS 11-3 17-8 23-4 Note a Hem-Fir #1 11-0 17-4 22-10 Note a Hem-Fir #2 10-6 16-6 21-9 Note a Hem-Fir #3 9-5 13-9 17-5 21-3 Southern Pine SS 11-9 18-5 24-3 Note a Southern Pine #1 11-3 17-8 23-4 Note a Southern Pine #2 10-9 16-11 21-7 25-7 Southern Pine #3 8-9 12-11 16-3 19-9 Spruce-Pine-Fir SS 11-0 17-4 22-10 Note a Spruce-Pine-Fir #1 10-9 16-11 22-4 Note a Spruce-Pine-Fir #2 10-9 16-11 22-4 Note a Spruce-Pine-Fir #3 9-5 13-9 17-5 21-3 Copyright © 2022 ICC. ALL RIGHTS RESERVED. Accessed by Benjamin Ionescu (bciengineering@sbcglobal.net), (-) Order Number #101592667 on Jul 25, 2023 05:51 PM (CDT) pursuant to License Agreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 101592667 3 OF 4 5510 W Roosevelt Ave12/10/2024 WOOD 23-66 2022 CALIFORNIA BUILDING CODE TABLE 2308.7.2(1) RAFTER SPANS FOR COMMON LUMBER SPECIES (Roof live load = 20 psf, ceiling not attached to rafters, L/ǻ = 180) (continued) RAFTER SPACING (inches) SPECIES AND GRADE DEAD LOAD = 10 psf DEAD LOAD = 20 psf 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12 2 × 4 2 × 6 2 × 8 2 × 10 2 × 12 Maximum rafter spansa (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) (ft. - in.) 12 Douglas Fir-Larch SS 11-6 18-0 23-9 Note b Note b 11-6 18-0 23-5 Note b Note b Douglas Fir-Larch #1 11-1 17-4 22-5 Note b Note b 10-6 15-4 19-5 23-9 Note b Douglas Fir-Larch #2 10-10 16-7 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9 Douglas Fir-Larch #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6 Hem-Fir SS 10-10 17-0 22-5 Note b Note b 10-10 17-0 22-5 Note b Note b Hem-Fir #1 10 -7 16-8 21-10 Note b Note b 10-3 14-11 18-11 23-2 Note b Hem-Fir #2 10-1 15-11 20-8 25-3 Note b 9-8 14-2 17-11 21-11 25-5 Hem-Fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6 Southern Pine SS 11-3 17-8 23-4 Note b Note b 11-3 17-8 23-4 Note b Note b Southern Pine #1 10-10 17-0 22-5 26-0 26-0 10-6 15-8 19-10 23-2 Note b Southern Pine #2 10-4 15-7 19-8 23-5 26-0 9-0 13-6 17-1 20-3 23-10 Southern Pine #3 8-0 11-9 14-10 18-0 21-4 6-11 10-2 12-10 15-7 18-6 Spruce-Pine-Fir SS 10-7 16-8 21-11 Note b Note b 10-7 16-8 21-9 Note b Note b Spruce-Pine-Fir #1 10-4 16-3 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9 Spruce-Pine-Fir #2 10-4 16-3 21-0 25-8 Note b 9-10 14-4 18-2 22-3 25-9 Spruce-Pine-Fir #3 8-7 12-6 15-10 19-5 22-6 7-5 10-10 13-9 16-9 19-6 16 Douglas Fir-Larch SS 10-5 16-4 21-7 Note b Note b 10-5 16-0 20-3 24-9 Note b Douglas Fir-Larch #1 10-0 15-4 19-5 23-9 Note b 9-1 13-3 16-10 20-7 23-10 Douglas Fir-Larch #2 9-10 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4 Douglas Fir-Larch #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10 Hem-Fir SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 19-11 24-4 Note b Hem-Fir #1 9-8 14-11 18-11 23-2 Note b 8-10 12-11 16-5 20-0 23-3 Hem-Fir #2 9-2 14-2 17-11 21-11 25-5 8-5 12-3 15-6 18-11 22-0 Hem-Fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10 Southern Pine SS 10-3 16-1 21-2 Note b Note b 10-3 16-1 21-2 25-7 Note b Southern Pine #1 9-10 15-6 19-10 23-2 26-0 9-1 13-7 17-2 20-1 23-10 Southern Pine #2 9-0 13-6 17-1 20-3 23-10 7-9 11-8 14-9 17-6 20-8 Southern Pine #3 6-11 10-2 12-10 15-7 18-6 6-0 8-10 11-2 13-6 16-0 Spruce-Pine-Fir SS 9-8 15-2 19-11 25-5 Note b 9-8 14-10 18-10 23-0 Note b Spruce-Pine-Fir #1 9-5 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4 Spruce-Pine-Fir #2 9-5 14-4 18-2 22-3 25-9 8-6 12-5 15-9 19-3 22-4 Spruce-Pine-Fir #3 7-5 10-10 13-9 16-9 19-6 6-5 9-5 11-11 14-6 16-10 Copyright © 2022 ICC. ALL RIGHTS RESERVED. Accessed by Benjamin Ionescu (bciengineering@sbcglobal.net), (-) Order Number #101592667 on Jul 25, 2023 05:51 PM (CDT) pursuant to License Agreement with ICC. No further reproduction, no further reproductions by any third party, or distribution authorized. Single user only, copying and networking prohibited. ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT, AND SUBJECT TO CIVIL AND CRIMINAL PENALTIES THEREUNDER. 101592667 4 OF 4 5510 W Roosevelt Ave12/10/2024 5510 W Roosevelt Ave12/10/2024 5510 W Roosevelt Ave12/10/2024 A-2 A A-2 B (E ) 2 x F . J ' S (E ) 2 x F . J ' S (E) 2x F.J'S (E) 2x F.J'S (E) 4x GIRDER (E ) 4 x G I R D E R (E) 4x GIRDER (E) 4x GIRDER A-2 A A-2 B (E) 4x6 HDR (E) 4x6 HDR (E) 4x6 HDR (E) 4x HDR (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R (E ) 4 x H D R BM#2; (N) BM#1; (N) 4x10 DF#1 (E ) 2 x 6 C . J . @ 1 6 " O . C . (N ) 2 x 6 C . J . @ 1 6 " O . C . (E ) 2 x 6 C . J . @ 1 6 " O . C . (E ) 2 x 6 C . J . @ 1 6 " O . C . (E ) 2 x 6 C . J . @ 1 6 " O . C . (E) 2x C.J. (E) 4x6 BM(E) 4x6 BM (E) 4x6 BM (E) 2x4 C.J. 4x6 DF#2 (N ) 4 x 6 H D R A-2 A A-2 B (N ) 2 x 6 R . R . @ 1 6 " O . C . (N) 2x8 RIDGE (N ) 2 x 6 R . R . @ 1 6 " O . C . (N) 2x6 PURLIN (E) 2x4 R.R. @ 16" O.C. (E) 2x4 R.R. @ 16" O.C. (E ) 2 x 6 R I D G E W/ 2x6 KICKERS @ 48" O.C. ON BEARING WALLS (N) 2x6 PURLIN W/ 2x6 KICKERS @ 48" O.C. ONBEARING WALLS EXISTING STUD WALL NEW EXISTING WALL LEGEND: (E) (N) REMOVE(R) NEW WALL REMOVE WALL (MIN. 2 X 4 AT 16" o.c.) ATTIC VENTILATION CALCULATION: VENTILATION REQUIRED: 1184/150 = 7.8 SF PROVIDE (3) GABLE VENTS = 0.84x3 = 2.5 SF PROVIDE (17) 4"x12" EAVE VENTS = 5.5 SF TOTAL VENTILATION PROVIDED = 8 SF C & J METAL LV1424 STANDARD LOUVER BACKED WITH 1 4" MESH GALVANIZED HARDWARE FREE AIR FLOW = 119 SQ INCHES (0.84 SF) 4"x12" EAVE VENTS FREE AIR FLOW = 0.33 SF 4X4 POST SIMP. C.B.S. U.N.O. 8"x8" MIN. GND (WHERE OCCURS) CONC. PAD F.J. AS OCCURS 18" SQ @ PEDESTAL TO PAD2-#4 16" 3" POST TO UNDERSIDE OF SHEATHING OR SOLID BLK WHERE POST ABOVE OCCURS PLY SHEATHING AT FLOOR 4X4 POST ABOVE MSTA24 18 " S-1 EXISTING FOUNDATION PLAN SCALE: 1/4" = 1'-0"CEILING FRAMING PLAN SCALE: 1/4" = 1'-0" GENERAL NOTES ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER THAN THE PROJECT AND LOCATION SHOWN IS PROHIBITED. ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF BCI ENGINEERING AND SHALL NOT BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR WRITTEN PERMISSION OF SAID ENGINEER. 15375 BARRANCA PKWY. SUITE B-205 IRVINE, CA 92618 (714) 267-6561 ben.ionescu@bciengineeringcompany.com SCALE AS NOTED SHEET No.REVISION/ ISSUE DATE FIRE RESTORATION PROJECT PROJECT NAME AND ADDRESS: JOHN SOTO 5510 ROOSEVELT AVE SANTA ANA, CA 92703 PROJECT SOTO DATE JULY, 2024 PER CITY REQUEST 10/14/241 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" (E) FOUNDATION (E) CONCRETE PADS D-1 12 D-1 4 D-1 8 D-1 6 9'-10" D-1 4 D-1 5 D-1 1,2 D-1 3 D-1 3 D-1 9 D-1 9 D-1 10D-1 11 D-1 13 D-1 5 - 1 (N) 18"x18"x18" THK CONCRETE PAD 2 1 NO SCALE CONCRETE PAD 2 field revision 3-14-25 Revision to 101120875 (issued on 12/4/24) Rev 1 #101123003 APPROVALS: BLDG - CSG 5510 W Roosevelt Ave5/7/2025