|
W/H
<br />W D
<br />45
<br />'
<br />-
<br />0
<br />"
<br />3'-0"
<br />5'-8"
<br />6'
<br />-
<br />5
<br />"
<br />3'-6"
<br />22
<br />'
<br />-
<br />1
<br />0
<br />"
<br />(E) DETACHED
<br />GARAGE
<br />(E
<br />)
<br />
<br />D
<br />R
<br />I
<br />V
<br />E
<br />W
<br />A
<br />Y
<br />(E) WALKWAY
<br />(E) LAWN
<br />(E) LAWN
<br />47'
<br />47'
<br />13
<br />7
<br />'
<br />13
<br />7
<br />'
<br />ROOSEVELT AVE
<br />T-1
<br />.
<br />SITE PLAN
<br />SCALE: 1" = 10'-0"
<br />2022 CBC - CALIFORNIA BUILDING CODE
<br />2022 CPC - CALIFORNIA PLUMBING CODE
<br />2022 CMC - CALIFORNIA MECHANICAL CODE
<br />2022 CEC - CALIFORNIA ELECTRIC CODE
<br />2022 CRC - CALIFORNIA RESIDENTIAL CODE
<br />2022 T-24 - ENERGY STANDARDS
<br />2022 -GREEN BUILDING CODE
<br />CURRENT CODES
<br />SHEET INDEX
<br />(1) T-1 TITLE SHEET/ PLOT PLAN
<br />(2) T-2 NOTES
<br />(3) T-3 GREEN BUILDING NOTES
<br />(4) T-4 GREEN BUILDING NOTES
<br />(5) A-1 (E) + (N) FLOOR PLAN
<br />(6) A-2 ELEVATIONS, SECTIONS
<br />(7) S-1 FOUNDATION, FRAMING
<br />(8) D-1 DETAILS
<br />(9) T-24A TITLE 24
<br />(10) T-24B TITLE 24
<br />TYPE OF CONSTRUCTION
<br />OCCUPANCY
<br />NUMBER OF STORIES
<br />AUTOMATIC FIRE SPRINKLERS
<br />TOTAL LOT AREA
<br />V-B
<br />R-3/U
<br />1
<br />NO
<br />6,439 SQ. FT.
<br />LOT DESCRIPTION:
<br />LOT -
<br />BLOCK -
<br />TRACT ----
<br />MAP BOOK -
<br />CITY SANTA ANA
<br />COUNTY ORANGE
<br />STATE CALIFORNIA
<br />A.P.N. 099-212-03
<br />BUILDING SUMMARY
<br />(E) LIVING AREA 1,184 SQ. FT.
<br /> SCOPE OF WORK:
<br />1. REPLACE ROOFING MATERIAL OVER THE
<br />ENTIRE HOUSE.
<br />2. REPLACE FIRE DAMAGED ROOF FRAMING
<br />PER PLAN.
<br />3. REPLACE HVAC SYSTEM PER PLAN.
<br />4. REPLACE ELECTRICAL WIRING AND FIXTURES
<br />PER PLAN.
<br />5. REPLACE DRYWALL AND INSULATION PER
<br />PLAN.
<br />6. REPLACE WINDOWS PER PLAN.
<br />7. REPAIR/REPLACE STUCCO TO MATCH
<br />EXISTING.
<br />8. REMOVE WALL @ KITCHEN PER PLAN.
<br />9. REMOVE WALLS BETWEEN BATHROOM AND
<br />BEDROOM #2 TO ENLARGE THE BATHROOM
<br />AND TO CONVERT BEDROOM #2 INTO A
<br />LAUNDRY. (SEE PLANS)
<br />10. KITCHEN REMODEL.
<br />GENERAL REQUIREMENTS:
<br />1. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN
<br />CONSENT OF THE ENGINEER.
<br />2. ALL DIMENSIONS CONTROLLED BY EXISTING CONDITIONS SHALL BE VERIFIED BY THE
<br />CONTRACTOR AT THE SITE.
<br />3. CONSTRUCTIONS AND MATERIALS SHALL COMPLY WITH AND BE INSTALLED IN
<br />ACCORDANCE WITH ALL THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED PUBLIC
<br />AUTHORITIES HAVING JURISDICTION, INCLUDING ALL COUNTY AND LOCAL ORDINANCES,
<br />AND THE SAFETY ORDERS OF THE STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA.
<br />4. GENERAL CONTRACTOR SHALL VISIT THE JOB SITE AND VERIFY ALL GRADES, DIMENSIONS,
<br />AND CONDITIONS PRIOR TO BIDDING AND COMMENCING CONSTRUCTION.
<br />5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK,
<br />INCLUDING THAT OF ALL SUB-TRADES.
<br />6. GENERAL CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY DISCREPANCIES
<br />FOUND WITHIN THE CONTRACT DOCUMENTS.
<br />7. ALL WORK PERFORMED SHALL CONFORM WITH THE REQUIREMENTS OF THE CALIFORNIA
<br />BUILDING CODE (LATEST ADOPTED EDITION) OR OTHER APPLICABLE GOVERNING CODES
<br />AND/OR LOCAL BUILDING ORDINANCES.
<br />8. ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS
<br />ACCUMULATED AS A RESULT OF THEIR OPERATION. ALL SCRAP, DEBRIS, AND OTHER
<br />EXCESS MATERIAL SHALL BE REMOVED FROM THE BUILDING SITE.
<br />9. THE OWNER SHALL HAVE THE RIGHT TO MAKE CERTAIN CHANGES IN THE WORK AND THE
<br />CONTRACT AMOUNT SHALL BE ADJUSTED ACCORDINGLY. HOWEVER, THE GENERAL
<br />CONTRACTOR SHALL NOT PROCEED WITH ANY CHANCES WITHOUT THE WRITTEN
<br />APPROVAL OF THE OWNER.
<br />10. ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS EQUAL ALTERNATES ARE
<br />APPROVED IN WRITING BY THE OWNER.
<br />11. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING AND PROVIDING BRACING
<br />DURING CONSTRUCTION AND/OR ERECTION TO SUPPORT ALL LOADS TO WHICH THE
<br />STRUCTURE MAY BE SUBJECTED.
<br />12. SEE PLANS AND SPECIFICATIONS BY OTHERS FOR ADDITIONAL REQUIREMENTS IF
<br />APPLICABLE.
<br />13. TRUSSES SHALL BE APPROVED BY THE BUILDING DEPARTMENT, FIELD MEASURED BY
<br />MANUFACTURER PRIOR TO FABRICATION AND INSTALLATION.
<br />14. ANY REFERENCE TO THE WORDS APPROVE, APPROVED, OR APPROVAL IN THESE
<br />DOCUMENTS SHALL BE HERE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND
<br />SHALL NOT RELIEVE THE CONTRACTOR AND/OR HIS SUB-CONTRACTORS OF ANY LIABILITY
<br />IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFIED.
<br />15. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE
<br />AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL
<br />SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR
<br />CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES,
<br />INCLUDING, BUT NOT LIMITED TO BRACING AND SHORING, OBSERVATION VISITS TO THE
<br />SITE BY FIELD REPRESENTATIVES OF THE ENGINEER SHALL NOT INCLUDE INSPECTION OF
<br />THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT
<br />SERVICES PERFORMED BY THE ENGINEER DURING THE CONSTRUCTION SHALL BE
<br />DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES WHICH ARE
<br />FURNISHED BY OTHERS. THESE SUPPORT SERVICES PERFORMED BY THE ENGINEER,
<br />WHETHER OF MATERIAL OR WORK, AND FOR THE PROPOSE OF ASSISTING IN QUALITY
<br />CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DOCUMENTS, DO NOT
<br />GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUED AS
<br />SUPERVISION OF CONSTRUCTION.
<br />16. THE SHOP DRAWINGS REVIEW PROCESS BY THIS ENGINEER WILL ONLY COMMENCE AFTER
<br />THE SUBMITTED FABRICATION OR SHOP DRAWINGS HAVE BEEN AS FOLLOWS:
<br />A. INITIALLY REVIEWED AND ACCEPTED AS CONFORMING WITH THE STRUCTURAL
<br /> CONSTRUCTION DRAWINGS BY THE RESPONSIBLE SUPERVISOR AND DRAWING
<br /> CHECKER WITH THEIR SIGNATURES.
<br />B. APPROVED AND ACCEPTED WITH A STAMP FROM THE GENERAL CONTRACTOR AS
<br /> CONFORMING TO THE CONSTRUCTION DOCUMENTS.
<br />FRAMING LUMBER:
<br />1. ALL FRAMING LUMBER SHALL CONFORM TO "STANDARD GRADING AND DRESSING RULES
<br />NO.17 OF THE WEST COAST LUMBER INSPECTION BUREAU AND DOC PS-20. EACH PIECE
<br />SHALL BEAR THE GRADE STAMP OF AN APPROVED GRADING AGENCY, EXCEPT EXPOSED
<br />LUMBER SHALL BEAR NO MARKINGS WHICH WILL BE VISIBLE AFTER INSTALLATION.
<br />2. FRAMING LUMBER SHALL BE DOUGLAS FIR (LARCH), COMMON NAILS, UNLESS OTHERWISE
<br />NOTED. THE FOLLOWING GRADES SHALL BE THE MINIMUM ACCEPTABLE GRADES, UNLESS
<br />OTHERWISE NOTED:
<br />ITEM:
<br />A. STUDS:
<br />· 2" THICK, 4" WIDE (STUD HT. = 8'-1" MAX.) NO.2 OR BETTER
<br />· 2" THICK, 4" TO 8" WIDE NO.1
<br />B. STRUCTURAL LIGHT FRAMING:
<br />· 2" TO 4" THICK, 2" TO 4" WIDE NO.2
<br />C. STRUCTURAL JOISTS AND PLANKS:
<br />· 2" TO 4" THICK, 6" AND WIDER NO.2
<br />D. BEAMS AND STRINGERS:
<br />· 5" AND THICKER, 6" AND WIDER NO.2
<br />E. POSTS AND TIMBERS:
<br />· 5" X 5" AND LARGER NO.1
<br />3. MAXIMUM STUD HEIGHT SCHEDULE AND NON-BEARING WALLS (LATERALLY UNSUPPORTED
<br />HEIGHT):
<br />·2X4 @ 16" O.C. 11'-0" U.O.N.
<br />·2X6 @ 16" O.C. 16'-0" U.O.N.
<br />·2 X 8 @ 16" O.C. 20'-0" U.O.N.
<br />4. PLYWOOD SHALL CONFORM TO PRODUCT STANDARD DOC PS-1 OR PS-2. PLYWOOD SHALL
<br />BE APA GRADE STAMPED, INCLUDING PANEL INDEX NUMBER. ROOF SHEATHING SHALL CDX
<br />OR OSB, UNLESS OTHERWISE NOTED. SEE SHEAR WALL SCHEDULE FOR SHEAR PANEL
<br />SHEATHING. ROOF AND FLOOR SHEATHING AND SHEAR WALL PANELS SHALL BE IN
<br />PLACE AND INSPECTED BY THE BUILDING OFFICIAL PRIOR TO COVERING. INSTALL WITH
<br />FACE GRAIN ACROSS SUPPORTS EXCEPT WHERE NOTED ON PLANS.
<br />5. ALL OPENINGS THROUGH ROOF SHALL BE NAILED PER BOUNDARY NAILING OF PLYWOOD
<br />DIAPHRAGM NAILING REQUIREMENTS.
<br />6. ALL GLUE LAMINATED MEMBERS AS SHOWN ON PLANS SHALL BE IN ACCORDANCE WITH
<br />A.I.T.C. SPECIFICATIONS. ADHESIVE SHALL BE WATER REGISTRANT INTERIOR W.C.L.A.
<br />SPECIFICATION COMBINATION (SEE BELOW) INDUSTRIAL APPEARANCE GRADE. A.I.T.C.
<br />INSPECTION CERTIFICATES SHALL BE FURNISHED WITH EACH BEAM. SUBMIT SHOP
<br />DRAWINGS TO THIS ENGINEER FOR REVIEW PRIOR TO FABRICATION.
<br />· SIMPLE SPAN BEAMS DF/DF 24F-V4
<br />· CANTILEVERED BEAMS DF/DF 24F-V8
<br />7. FRAMING HARDWARE SHALL BE SIMPSON 'STRONG-TIE' CONNECTORS OR
<br />EQUAL. ALL SUBSTITUTES SHALL BEAR I.C.C. APPROVAL, UNLESS OTHERWISE INDICATED
<br />ON DRAWINGS. ALL FLUSH WOOD TO WOOD CONNECTORS SHALL BE MADE WITH SIMPSON
<br />METAL HANGERS AS FOLLOWS:
<br />· 2 X 4, 6 & 8 MEMBERS 'U' SERIES
<br />· 2 X 10, 12 & 16 MEMBERS 'HUS' SERIES
<br />· 4 X & LARGER 'HU' SERIES
<br />8. ALL BOLTS THROUGH WOOD SHALL HAVE STANDARD WASHERS EXCEPT WHERE METAL
<br />SIDE PLATES ARE SPECIFIED. BOLT HOLES SHALL BE NOT MORE THAN 1/16" LARGER THAN
<br />THE BOLT DIAMETER, UNLESS OTHERWISE NOTED.
<br />9. SILL PLATES SHALL BE BOLTED TO FOUNDATION WITH MINIMUM 5/8" DIA X 10" LONG
<br />ANCHOR BOLTS AT 4'-0" O.C. U.O.N. A PLATE WASHER A MINIMUM OF 3" X 3" X 0.229" THICK
<br />SHALL BE USED AT EACH BOLT. MIN/MAX END DISTANCE = 1-7/8"; ANCHOR BOLTS SHALL BE
<br />EMBEDDED AT LEAST 7" INTO CONCRETE OR MASONRY PER SEC 2308.6 CBC. MIN/MAX END
<br />LONGITUDINAL DISTANCE FOR ANCHOR BOLTS 4-3/8" & 12" RESPECTIVELY
<br />10. BRIDGING OF JOISTS OR RAFTERS: PROVIDE BRIDGING AT 10'-0" O.C. FOR ROOF RAFTERS
<br />AND 8'-0" FOR FLOOR JOISTS. PROVIDE 2 X SOLID BLOCKING AT ALL BEARING LOCATIONS.
<br />TABLE 2304.10.2 FASTENING SCHEDULE
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
<br />Roof
<br />4-8d box (2-1/2 x 0.113″); or
<br />3-8d common (2-1/2"× 0.131″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails; or
<br />3-3″14 gage staples, 7
<br />16"crown
<br />Each end, toenail
<br />2-8d common (2-1/2" × 0.131″)
<br />2-3″ × 0.131″ nails
<br />2-3″ 14 gage staples
<br />Each end, toenail
<br />2-16 d common (3-1/2"× 0.162″)
<br />3-3″ × 0.131″ nails
<br />3-3″ 14 gage staples
<br />End nail
<br />Flat blocking to truss and web filler
<br />16d common (3-1/2"× 0.162″) @ 6″ o.c.
<br />3″ × 0.131″ nails @ 6″ o.c.
<br />3″ × 14 gage staples @ 6″ o.c
<br />Face nail
<br />2.Ceiling joists to top plate
<br />4-8d box (2-1/2" x 0.113″); or
<br />3-8d common (2-1/2" × 0.131″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />Each joist, toenail
<br />3-16d common (3-1/2"× 0.162″); or
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131″ nails; or
<br />4-3″ 14 gage staples,
<br />Face nail
<br />Per Table 2308.7.3.1 Face nail
<br />5.Collar tie to rafter
<br />3-10d common (3″ × 0.148″); or
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131″ nails; or
<br />4-3″ 14 gage staples,
<br />Face nail
<br />6.Rafter or roof truss to top plate (See Section
<br />2308.7.5, Table 2308.7.5)
<br />3-10 common (3″ × 0.148″); or
<br />3-16d box (3-1/2" × 0.135″); or
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131 nails; or
<br />4-3″ 14 gage staples,
<br />7.Roof rafters to ridge valley or hip rafters; or roof
<br />rafter to 2-inch ridge beam
<br />2-16d common (3-1/2" × 0.162″); or
<br />3-16d box (3-1/2" × 0.135″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />End nail
<br />3-10d common (3-1/2" × 0.148″); or
<br />4-16d box (3-1/2" × 0.135″); or
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131″ nails; or
<br />4-3″ 14 gage staples,
<br />Toenail
<br />Wall
<br />8.Stud to stud (not at braced wall panels)
<br />16d common (3-1/2"× 0.162″);24″ o.c. face nail
<br />10d box (3″ × 0.128″); or
<br />3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />16″ o.c. face nail
<br />Wall
<br />16″ o.c. face nail
<br />16d box (3-1/2" × 0.135″); or
<br />3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />12″ o.c. face nail
<br />10.Built-up header (2″ to 2″ header)
<br />16d common (3-1/2" × 0.162″)16″ o.c. each edge, face nail
<br />16d box (3-1/2" × 0.135″)12″ o.c. each edge, face nail
<br />11.Continuous header to stud
<br />4-8d common (2-1/2"× 0.131″); or
<br />4-10d box (3″ × 0.128″); or
<br />5-8d box (2-1/2" x 0.113″)
<br />Toenail
<br />12.Top plate to top plate
<br />16d common (3-1/2" × 0.162″)16″ o.c. face nail
<br />10d box (3″ × 0.128″); or
<br />3″ × 0.131″ nails; or
<br />3″ 14 gage staples,
<br />12″ o.c. face nail
<br />13.Top plate to top plate, at end joints
<br />8-16d common (3-1/2"× 0.162″); or
<br />12-16d box (3-1/2" x 0.135″); or
<br />12-10d box (3″ × 0.128″); or
<br />12-3″ × 0.131″ nails; or
<br />12-3″ 14 gage staples,
<br />16d common (3-1/2" × 0.162″)16″ o.c. face nail
<br />16d box (3-1/2" × 0.135″); or
<br />3″ × 0.131″ nails; or
<br />3″ 14 gage staples,
<br />12″ o.c. face nail
<br />2-16d common (3-1/2" × 0.162″); or
<br />3-16d box (3-1/2"× 0.135″); or
<br />4-3″ × 0.131″ nails; or
<br />4-3″ 14 gage staples,
<br />16″ o.c. face nail
<br />16.Stud to top or bottom plate
<br />3-16d box (3-1/2" x 0.135″); or
<br />4-8d common (2-1/2" × 0.131″); or
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131″ nails; or
<br />4-8d box (2-1/2" x 0.113″); or
<br />4-3″ 14 gage staples,
<br />Toenail
<br />2-16d common (3-1/2" × 0.162″); or
<br />3-16d box (3-1/2" x 0.135″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />End nail
<br />17.Top plates, laps at corners and intersections
<br />2-16d common (3-1/2" × 0.162″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />Face nail
<br />18.1″ brace to each stud and plate
<br />3-8d box (2-1/2" x 0.113″); or
<br />2-8d common (2-1/2" × 0.131″); or
<br />2-10d box (3″ × 0.128″); or
<br />2-3″ × 0.131″ nails; or
<br />2-3″ 14 gage staples,
<br />Face nail
<br />19.1″ × 6″ sheathing to each bearing
<br />3-8d box (2-1/2" x 0.113″); or
<br />2-8d common (2-1/2" × 0.131″); or
<br />2-10d box (3″ × 0.128″); or
<br />2-1-3/4" 16 gage staples, 1″ crown
<br />Face nail
<br />Wall
<br />20.1″ × 8″ and wider sheathing to each bearing
<br />3-8d common (2-1/2"× 0.131″); or
<br />3-8d box (2-1/2" x 0.113″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-1-3/4" 16 gage staples, 1″ crown
<br />Wider than 1″ × 8″Face nail
<br />3-8d common (2-1/2" x 0.131″); or
<br />4-8d box (2-1/2"× 0.113″); or
<br />3-10d box (3″ × 0.128″); or
<br />4-1-3/4"16 gage staples, 1″ crown
<br />Floor
<br />21.Joist to sill, top plate, or girder
<br />4-8d box (2-1/2"× 0.113″); or
<br />3-8d common (2-1/2" × 0.131″); or floor
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />Toenail
<br />22.Rim joist, band joist, or blocking to top plate, sill
<br />or other framing below
<br />8d box (2-1/2" × 0.113″) 4" o.c., toenail
<br />8d common (2-1/2"× 0.131″); or
<br />10d box (3″ × 0.128″); or
<br />3″ × 0.131″ nails; or
<br />3″ 14 gage staples,
<br />6″ o.c., toenail
<br />23.1″ × 6″ subfloor or less to each joist
<br />3-8d box (2-1/2" × 0.113″); or
<br />2-8d common (2-1/2" × 0.131″); or
<br />3-10d box (3″ × 0.128″); or
<br />2-1-3/4" 16 gage staples, 1″ crown
<br />Face nail
<br />24.2 subfloor to joist or girder 3-16d box (3-1/2" × 0.135″); or
<br />2-16d common (3-1/2"× 0.162″)Blind and face nail
<br />25.2″ planks (plank & beam – floor & roof)3-16d box (3-1/2" × 0.135″); or
<br />2-16d common (3-1/2" × 0.162″)Each bearing, face nail
<br />26.Built-up girders and beams, 2″ lumber layers
<br />20d common (4″ × 0.192″)32″ o.c., face nail at top and bottom
<br />staggered on opposite sides
<br />10d box (3″ × 0.128″); or
<br />3″ × 0.131″ nails; or
<br />3″ 14 gage staples,
<br />Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing
<br />Edges
<br />(inches)
<br />Intermediate
<br />supports (inches)
<br />30. 3/8″ –1/2″
<br />6d common or deformed (2″ × 0.113″); or
<br />2-3/8"× 0.113″ nail (subfloor and wall)6 12
<br />8d common or deformed (2-1/2"× 0.131″×
<br />0.281″ head) (roof) or
<br />RSRS-01 (2-3/8" × 0.113″) nail (roof)d
<br />6e 6e
<br />13/ 4″16 gage staple, crown (subfloor and
<br />wall)4 8
<br />23/ 8″× 0.113″× 0.266″ head nail (roof)3f 3f
<br />13/ 4″16 gage staple, crown (roof) 3f 3f
<br />31. 19/32″ –3/4″
<br />8d common (2-1/2" × 0.131″); or
<br />deformed (2″ × 0.113″) (subfloor and wall)6 12
<br />8d common or deformed (2-1/2"× 0.131″ ×
<br />0.281″ head) (roof) or
<br />RSRS-01 (2-3/8" × 0.113″) nail (roof)d
<br />6e 6e
<br />2-3/8" × 0.113″× 0.266″ head nail; or
<br />2″ 16 gage staple,4 8
<br />32. 7/8″ – 11/4″
<br />10d common (3″ × 0.148″); or
<br />deformed (2-1/2"× 0.131″ × 0.281" head)6 12
<br />Other exterior wall sheathing
<br />33. 1/2″ fiberboard sheathingb
<br />1-1/2" × 0.120″, galvanized roofing nail
<br />(7/16″ head diameter); or
<br />1-1/4"16 gage staple with or 1″ crown
<br />3 6
<br />34. 25/32″ fiberboard sheathingb
<br />1-3/4" × 0.120″ galvanized roofing nail
<br />(7/16″ diameter head); or
<br />1-1/2"16 gage staple with or 1″ crown
<br />3 6
<br />Wood structural panels, combination subfloor underlayment to framing
<br />35. 3/4″ and less
<br />8d common (2-1/2" × 0.131″); or
<br />deformed (2″ × 0.113″); or
<br />deformed (2" × 0.120")
<br />6 12
<br />36. 7/8″ – 1″
<br />8d common (2-1/2"× 0.131″); or
<br />deformed (2-1/2"× 0.131″); or
<br />deformed (2-1/2" × 0.120″)
<br />6 12
<br />37.11/ 8″– 11/4″
<br />10d common (3″ × 0.148″); or
<br />deformed (2-1/2"× 0.131″); or
<br />deformed (2-1/2" × 0.120")
<br />6 12
<br />Panel siding to framing
<br />38. 1/2″ or less
<br />6d corrosion-resistant siding
<br />(1-7/8"× 0.106″); or
<br />6d corrosion-resistant casing (2″ × 0.099″)
<br />6 12
<br />39. 5/8″
<br />8d corrosion-resistant siding
<br />(2-3/8" × 0.128″); or
<br />8d corrosion-resistant casing
<br />(2-1/2" × 0.113″)
<br />6 12
<br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
<br />Wood structural panels (WSP), subfloor, roof and interior wall sheathing to framing and particleboard wall sheathing to framing
<br />Edges
<br />(inches)
<br />Intermediate
<br />supports (inches)
<br />Interior paneling
<br />40.1/4″
<br />4d casing (1-1/2"× 0.080″); or
<br />4d finish (1-1/2"× 0.072″)6 12
<br />41.3/8″
<br />6d casing (2″ × 0.099″); or
<br />6d finish (2″ × 0.092″)
<br />(Panel supports at 24 inches)
<br />6 12
<br />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
<br />structural panel and particleboard diaphragms and shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be
<br />common, box or casing.
<br />b.Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstructural applications.
<br />Panel supports at 16 inches (20 inches if strength axis in the long direction of the panel, unless otherwise marked).
<br />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
<br />plate in accordance with this schedule, the number of toenails in the rafter shall be permitted to be reduced by one nail.
<br />d.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
<br />e.Tabulated fastener requirements apply where the ultimate design wind speed is less than 140 mph. For wood structural panel roof
<br />sheathing attached to gable-end roof framing and to intermediate supports within 48 inches of roof edges and ridges, nails shall be
<br />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
<br />Exposure C. Spacing exceeding 6 inches on center at intermediate supports shall be permitted where the fastening is designed per the
<br />AWC NDS.
<br />f.Fastening is only permitted where the ultimate design wind speed is less than or equal to 110 mph.
<br />g.Nails and staples are carbon steel meeting the specifications of ASTM F1667. Connections using nails and staples of other materials,
<br />such as stainless steel, shall be designed by acceptable engineering practice or approved under Section 104.11.
<br />Each side of end joint, face nail
<br />(mini-mum 24" lap splice length
<br />each side of end joint)
<br />14.Bottom plate to joist, rim joist, band joist or
<br />block-ing (not at braced wall panels)
<br />15.Bottom plate to joist, rim joist, band
<br />joist or block-ing at braced wall panels
<br />9.Stud to stud and abutting studs at
<br />intersecting wall corners (at braced wall
<br />panels)
<br />3.Ceiling joist not attached to parallel rafter,
<br />laps over partitions (no thrust) (see Section
<br />2308.7.3.1, Table 2308.7.3.1)
<br />4.Ceiling joist attached to parallel rafter (heel
<br />joint) (see Section 2308.7.3.1, Table 2308.7.3.1)
<br />Blocking between rafters or truss not at
<br />the wall top plate, to rafter or truss
<br />1.Blocking between ceiling joists, rafters
<br />or trusses to top plate or other framing
<br />below
<br />2 toenails on one side and 1
<br />toenail on opposite side of
<br />rafter or trussc
<br />16d common (3-1/2"× 0.162″)
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"
<br />7
<br />16"
<br />7
<br />16"crown
<br />7
<br />16"
<br />7
<br />16 "
<br />And:
<br />2-20d common (4″ × 0.192″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails; or
<br />3-3″ 14 gage staples,
<br />Ends and at each splice, face nail
<br />27.Ledger strip supporting joists or rafters
<br />3-16d common (3-1/2" × 0.162″); or
<br />4-16d box (3-1/2" × 0.135″); or
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131″ nails; or
<br />4-3″ 14 gage staples,
<br />Each joist or rafter, face nail
<br />28.Joist to band joist or rim joist
<br />3-16d common (3-1/12" × 0.162″); or
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131″ nails; or
<br />4-3″ 14 gage staples,
<br />End nail
<br />29.Bridging or blocking to joist, rafter or truss
<br />2-8d common (2-1/2" × 0.131″); or
<br />2-10d box (3″ × 0.128″); or
<br />2-3″ × 0.131″ nails; or
<br />2-3″ 14 gage staples,
<br />Each end, toenail
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />7
<br />16"crown
<br />24″ o.c. face nail at top and
<br />bottom staggered on opposite
<br />sides
<br />GENERAL NOTES
<br />ANY UNAUTHORIZED REUSE OF THESE PLANS OTHER
<br />THAN THE PROJECT AND LOCATION SHOWN IS
<br />PROHIBITED.
<br />ALL IDEAS, DESIGNS AND PLANS REPRESENTED BY
<br />THE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF
<br />BCI ENGINEERING AND SHALL NOT BE REPRODUCED
<br />IN WHOLE OR IN PART WITHOUT THE EXPRESS PRIOR
<br />WRITTEN PERMISSION OF SAID ENGINEER.
<br />15375 BARRANCA PKWY. SUITE B-205
<br />IRVINE, CA 92618
<br />(714) 267-6561
<br />ben.ionescu@bciengineeringcompany.com
<br />SCALE
<br />AS NOTED
<br />SHEET
<br />No. REVISION/ ISSUE DATE
<br />FIRE RESTORATION PROJECT
<br />PROJECT NAME AND ADDRESS:
<br />JOHN SOTO
<br />5510 ROOSEVELT AVE
<br />SANTA ANA, CA 92703
<br />PROJECT
<br />SOTO
<br />DATE
<br />JULY, 2024
<br />PROPERTY LINE
<br />FIRE DAMAGED AREA
<br />EXISTING ELECTRICAL MAIN
<br />PANEL (200 AMP)
<br />NEW AC
<br />CONDENSER
<br />BLDG# 101120875
<br />APPROVALS
<br />BLDG - CSG Consultant
<br />PLNG - FArias
<br />5510 W Roosevelt
<br />Ave12/10/2024
|