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PER TABLE 2304.10.2 OF 2022 CBC
<br />1.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL GRADES, DIMENSIONS,
<br />ELEVATIONS AND CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND COMMENCING
<br />CONSTRUCTION. CROSS CHECK ALL DETAILS AND DIMENSIONS SHOWN ON THE STRUCTURAL
<br />DRAWINGS WITH RELATED REQUIREMENTS ON THE ARCHITECTURAL, ELECTRICAL, MECHANICAL,
<br />AND CIVIL DRAWINGS AND NOTIFY THE ENGINEER AND THE ARCHITECT/DESIGNER OF ANY
<br />DISCREPANCIES PRIOR TO STARTING WORK.
<br />2.EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN IN THE PLANS OR
<br />SPECIFICATIONS, ALL PHASES OF WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE
<br />REQUIREMENTS OF THE CBC 2022 (2021 IBC WITH CALIFORNIA AMENDMENTS), AS WELL AS ALL
<br />APPLICABLE STATE AND LOCAL ORDINANCES AS ADOPTED BY THE CONTROLLING JURISDICTION.
<br />3.THE CONTRACT DRAWINGS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE
<br />METHOD OF CONSTRUCTION. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY
<br />SOUND ONLY IN THE COMPLETED FORM. GENERAL CONTRACTOR SHALL PROVIDE ALL MEASURES
<br />NECESSARY TO PROTECT THE STRUCTURE, WORKMEN, AND OTHER PERSONS DURING
<br />CONSTRUCTION. SUCH MEASURES INCLUDE, BUT ARE NOT LIMITED TO; BRACING, SHORING FOR
<br />CONSTRUCTION EQUIPMENT, AND SHORING FOR THE STRUCTURE.
<br />4.IN NO CASE SHALL DIMENSIONS BE SCALED FROM DRAWINGS AND/OR DETAILS. ANY
<br />DISCREPANCIES FOUND WITHIN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE
<br />ATTENTION OF THE ARCHITECT AND ENGINEER FOR CLARIFICATION PRIOR TO PROCEEDING. ANY
<br />WORK INSTALLED PRIOR TO AND/OR IN CONFLICT WITH SUCH CLARIFICATION SHALL BE
<br />CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE
<br />OWNER.
<br />5.THE PRECISE DIMENSIONS AND LOCATIONS OF ALL DOOR AND WINDOW OPENINGS, INTERIOR
<br />AND EXTERIOR WALLS SHALL BE DETERMINED FROM THE ARCHITECTURAL DRAWINGS. OTHER
<br />FLOOR, WALL AND ROOF OPENINGS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND/OR
<br />SIMILAR REQUIREMENTS SHALL BE VERIFIED FROM SHOP DRAWINGS, EQUIPMENT DATA, ETC. AS
<br />REQUIRED.
<br />6.FLOOR AND WALL OPENINGS, SLEEVES, VARIATIONS IN STRUCTURAL SLAB ELEVATIONS,
<br />DEPRESSED AREAS, AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND/OR CIVIL
<br />REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH
<br />CONSTRUCTION.
<br />7.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION AND COORDINATION WITH
<br />ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLER DRAWINGS, AND
<br />ALL OTHER RELATED DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
<br />ALL WORK, INCLUDING THAT OF THE SUBTRADES.
<br />8.IN ALL CASES WHERE A CONFLICT MAY OCCUR SUCH AS BETWEEN ITEMS INCLUDED IN THE
<br />SPECIFICATIONS AND NOTES ON THE DRAWINGS, OR BETWEEN GENERAL NOTES AND SPECIFIC
<br />DETAILS, THE ENGINEER SHALL BE NOTIFIED AND HE WILL INTERPRET THE INTENT OF THE
<br />CONTRACT DOCUMENTS.
<br />9.ALL MATERIALS SHALL BE FURNISHED AS SHOWN HEREIN UNLESS ALTERNATES ARE APPROVED IN
<br />WRITING BY THE ARCHITECT, OWNER AND STRUCTURAL ENGINEER OF RECORD.
<br />10.ANY REFERENCE TO THE WORDS APPROVED, OR APPROVAL IN THESE DOCUMENTS SHALL BE
<br />DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE
<br />CONTRACTOR AND/OR HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED
<br />MATERIALS OR LABOR SPECIFICATION.
<br />11.WHERE A DETAIL, SECTION OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL
<br />LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. DETAILS MARKED "TYPICAL" SHALL
<br />APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS
<br />SHOWN, THE FRAMING OR CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF
<br />CONSTRUCTION.
<br />12.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE STRUCTURE ARE THE RESPONSIBILITY OF THE
<br />DISCIPLINES WHO MAKE THESE ATTACHMENTS. REVIEW AND COORDINATE ALL THE
<br />REQUIREMENTS IN THE ARCHITECTS PROJECT SPECIFICATION AS APPLICABLE.
<br />13.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES,
<br />WHETHER INDICATED ON THE CONTRACT DRAWING OR NOT, AND TO PROTECT THEM FROM
<br />DAMAGE. REPAIR AND REPLACEMENT OF SAID WORK SHALL BE AT THE EXPENSE OF THE
<br />CONTRACTOR.
<br />14.VIBRATIONAL EFFECTS OF MECHANICAL AND/OR ANY OTHER EQUIPMENT HAVE NOT BEEN
<br />CONSIDERED BY THE STRUCTURAL ENGINEER.
<br />15.UNLESS NOTED OTHERWISE, ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE TO THE
<br />TOP OF BEAMS AND FOUNDATIONS. BEAMS DENOTED AS "DROP"OR "DR" HAVE THE TOP OF
<br />BEAM AT THE HEIGHT OF THE TOP PLATE. BEAMS DENOTED AS "FLUSH" OR "FL" HAVE THE
<br />BOTTOM OF BEAM AT THE HEIGHT OF THE TOP PLATE, U.N.O.
<br />GENERAL
<br />1.ALL FRAMING SHALL CONFORM TO THE GRADES AS SET BY THE W.C.L.I.B. OR W.W.P.A. AND THE
<br />CBC AND NATIONAL DESIGN SPECIFICATION (N.D.S.). ALL LUMBER SHALL BEAR THE GRADE
<br />STAMP OF AN APPROVED TESTING AGENCY, EXCEPT EXPOSED LUMBER AT VISIBLE AREAS.
<br />2.ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR, COAST REGION, GRADED
<br />IN ACCORDANCE WITH THE WEST COAST LUMBER INSPECTION BUREAU. ALL LUMBER SHALL
<br />HAVE LESS THAN 19% MOISTURE CONTENT.
<br />3.UNLESS NOTED OTHERWISE, THE MINIMUM GRADE SHALL BE AS FOLLOWS:
<br />·HORIZONTAL FRAMING MEMBERS (JOISTS AND BEAMS)
<br />2X D.F. #2
<br />4X10 OR SMALLER D.F. #2
<br />4X12 OR LARGER D.F. #1
<br />6X D.F. #1
<br />8X D.F. #1
<br />·VERTICAL FRAMING MEMBERS (STUDS AND POSTS)
<br />2X4 STANDARD OR STUD GRADE
<br />2X6 D.F. #2
<br />4X4, 4X6 D.F. #2
<br />6X6 OR LARGER D.F. #1
<br />·MISCELLANEOUS
<br />SILL PLATE P.T.D.F. STANDARD GRADE
<br />2X TOP PLATE/SOLE PLATE D.F. STANDARD GRADE
<br />SHEAR BLOCKING D.F. STANDARD GRADE
<br />NON-STRUCTURAL BLOCKING AND BRIDGING UTILITY
<br />4.ALL SILL PLATES BEARING ON MASONRY OR CONCRETE FOUNDATION WALL OR SLAB ON GRADE
<br />SHALL BE PRESSURE TREATED IN ACCORDANCE WITH CBC 2022 2303.1.9. MINIMUM TWO BOLTS
<br />PER PLATE WITH AT LEAST ONE BOLT BETWEEN 5-12 INCHES OF PLATE ENDS.
<br />5.BOLTS SHALL CONFORM TO ASTM A-307. ALL BOLTS THROUGH WOOD SHALL HAVE SQUARE
<br />PLATE PER WASHER SCHEDULE BETWEEN BOLT HEADS / NUTS AND WOOD BEARING SURFACE.
<br />BOLT HOLES SHALL BE BORED 1/32" TO 1/16" LARGER THAN THE BOLT DIAMETER ALL BOLTS
<br />SHALL BE RE-TIGHTENED PRIOR TO BUILDING WRAP AND DRYWALL INSTALLATION.
<br />6.LAG SCREWS SHALL CONFORM TO A.N.S.I. B.18
<br />7.PROVIDE 0.058" X 1.1/2" WIDE STEEL TIE STRAPS WITH 6-16d NAILS AT EACH SIDE WHERE PLATES
<br />ARE INTERRUPTED BY UTILITY PENETRATIONS AT NON-SHEAR WALLS. IF PENETRATION OCCURS
<br />AT SHEAR WALLS, NOTIFY THE ENGINEER PRIOR TO STARTING WORK.
<br />8.WALL FRAMING TO BE 2X STUDS AT 16" O.C. ON EXTERIOR WALLS AND 2X STUDS AT 16" O.C. ON
<br />INTERIOR WALLS. PROVIDE DOUBLE TOP PLATE ON ALL WALLS THE MAXIMUM STUD HEIGHT FOR
<br />2X4 EXTERIOR WALL IS 10'. THE MAXIMUM 2X4 INTERIOR WALL HEIGHT IS 14'. THE MAXIMUM
<br />NON-BEARING STUD HEIGHT FOR 2X6 STUDS IS 20' U.N.O. ON PLANS.
<br />9.FOR PORTIONS OF BUILDING FRAMED PER CONVENTIONAL FRAMING PROVISIONS IN THE CBC
<br />PROVIDE PLYWOOD/OSB PANELS WALL SHEATHING WITH 10D NAIL 6" O.C. AT EDGES AND 12"
<br />O.C. AT FIELD
<br />10.PROVIDE SINGLE JOIST UNDER NON-BEARING PARTITION PARALLEL TO JOIST. PROVIDE MINIMUM
<br />OF TWO FLOOR JOISTS BELOW BEARING WALLS U.N.O. ON PLAN.
<br />11.ROOF SHEATHING SHALL BE INSPECTED PRIOR TO PLACING INSULATION AND ROOFING.
<br />12.ALL STRUCTURAL SHEATHING SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE APA -
<br />THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS
<br />STANDARD PS 1-95, PS2-9, OR PRP-108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE
<br />PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SHEATHING LESS
<br />THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN SHEAR WALLS, FLOOR, OR ROOF
<br />DIAPHRAGM.
<br />WOOD FRAMING
<br />NAILING SCHEDULE
<br />A.B.ANCHOR BOLT
<br />ABV.ABOVE
<br />BAR.REINF. BAR
<br />BD.BOARD
<br />BLK'G. BLOCKING
<br />BLW.BELOW
<br />BM.BEAM
<br />B.N.BOUNDARY NAIL
<br />B.O.B BOTTOM OF BEAM
<br />B.W.BOTH WAYS
<br />CANT.X.CANTILEVER
<br />CJ.CEILING JOIST
<br />COL.COLUMN
<br />CONC.CONCRETE
<br />CONT.CONTINUOUS
<br />DBL.DOUBLE
<br />D.F.DOUGLAS FIR
<br />DIA.DIAMETER
<br />(E)EXISTING
<br />E.W.EACH WAY
<br />E.J.EXPANSION JOINT
<br />E.N.EDGE NAIL
<br />E.Q.EQUAL
<br />F.G.FINISH GRADE
<br />F.J.FLOOR JOIST
<br />FL.FLUSH
<br />F.N.FIELD NAIL
<br />F.O.C.FACE OF CONCRETE
<br />F.O.M.FACE OF MASONRY
<br />F.O.S. FACE OF STUDS
<br />GA. GAUGE
<br />GALV. GALVANIZED
<br />GLB. GLUE-LAMINATED BEAM
<br />GR.BM. GRADE BEAM
<br />GWB. GYPSUM WALLBOARD
<br />HI. HIGH
<br />HDR. HEADER
<br />HFX HARDY FRAME
<br />HORIZ. HORIZONTAL
<br />K.P. KING POST
<br />LT.WT. LIGHT WEIGHT
<br />L.V.L. LAMINATED VENEER LUMBER
<br />MAS. MASONRY
<br />M.B. MACHINE BOLT
<br />(N) NEW
<br />N.G. NATURAL GRADE
<br />O/C ON CENTER
<br />P.J. POUR JOINT
<br />PSL. PARALLAM BEAM
<br />PLWD. PLYWOOD
<br />P.T. PRESSURE TREATED
<br />REINF. REINFORCING
<br />REQ'D REQUIRED
<br />RR. ROOF RAFTER
<br />T.O.B TOP OF BEAM
<br />UNO. UNLESS NOTED OTHERWISE
<br />V.I.F. VERIFY IN FIELD
<br />ABBREVIATIONS
<br />DESIGN LOAD ( VERTICAL)
<br />DEAD LOAD LIVE LOAD ROOF LIVE LOAD SNOW LOAD
<br />CEILING 5 10 --
<br />EXTERIOR WALL 15 ---
<br />INTERIOR WALL 10 ---
<br />SHEET INDEX
<br />NO.SHEET NUMBER SHEET TITLE
<br />1 S-0 GENERAL NOTES & STRUCTURAL SPECS.
<br />2 S-1 FRAMING PLAN
<br />10.PROVIDE MINIMUM YIELD STRESS, FY , OF 50 KSI FOR 16 GAUGE (54 MIL) AND THICKER AND 33 KSI FOR 18
<br />GAUGE (43 MIL) AND THINNER.
<br />11.COLD-FORMED STEEL JOISTS SHALL HAVE PUNCHED ENLARGED SERVICE HOLES WITH STIFFENED FLANGES.
<br />12.EXTERIOR WALL STUDS SHALL BE 362S200-43 @24" O.C. AND SATISFYING THE REQUIREMENTS OF LOAD
<br />BEARING STUD WALLS PER TABLE OF NOTE 13 BELOW (WHICHEVER IS GREATER).UNLESS NOTED OTHERWISE
<br />ON PLANS. WALLS SHALL BE PROVIDED WITH MANUFACTURER'S STANDARD BRIDGING ( EITHER WELDED 2
<br />1/2"X18 GAUGE STUD OR CLIPPED COLD-ROLLED CHANNEL 1 1/2"X16" GAUGE). PROVIDE BRIDGING AT 4'-0"
<br />O.C. MAXIMUM FOR LOAD BEARING WALLS AND EXTERIOR WALLS.
<br />13.
<br />EXCEPTION: WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS,
<br />BRIDGING IS ALLOWED TO BE OMITTED
<br />SHOP DRAWINGS: WHERE IS PROPOSED TO DIFFER FROM DETAILS SHOWN, SUBMIT SHOP DRAWINGS.
<br />SHOW METHOD OF STUD ATTACHMENT TO FLOOR AND CEILING TRACKS, ATTACHMENT OF TRACKS,
<br />CONSTRUCTION OVER AND AROUND DOORS AND OTHER OPENINGS, AT CORNERS, CEILING DETAILS,
<br />AND OTHER SIGNIFICANT FEATURES.
<br />FRAMING AT DOOR JAMBS AND OPENINGS: PROVIDE SINGLE 18 GAUGE STUD OR DOUBLE 20 GAUGE
<br />STUDS AT DOOR JAMBS AND CASED OPENINGS, AND OTHER LOCATIONS INDICATED.
<br />CROSS-BRACING: UNLESS INDICATED ON DRAWINGS, CROSS-BRACING AT DOUBLE STUD WALLS AND
<br />PARTITION SHALL NOT BE USED TO LIMIT DEFLECTION UNLESS ACOUSTICAL PERFORMANCE OF WALL OR
<br />PARTITION IS NOT DEGRADED.
<br />TRACKS, SILLS AND HEADERS: UNPUNCHED CHANNELS SIZED FOR STUD FLANGES, GAUGE THE SAME AS
<br />STUDS UNLESS OTHERWISE NOTED. SLOTTED HEAD TRACKS AT STUDS TO STRUCTURE ABOVE.
<br />METAL FRAMING FINISH: ALUMINUM-ZINC CORROSION RESISTANT COATING, ASTM A792 OR HOT
<br />DIPPED GALVANIZED ASTM A525 G60.
<br />SCREWS: AS RECOMMENDED OR REQUIRED BY MANUFACTURER, SELF-FILLING, SELF-TAPPING IN
<br />ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
<br />MANUFACTURER'S PROPRIETARY TYPE " SSCJ" C-SHAPED STEEL JOISTS OF THE SIZE INDICATED ON WITH
<br />EXTRA-LARGE TRAPEZOID-SHAPED SERVICE HOLES WITH FY=33 KSI FOR 18 GAUGE AND 50 KSI FOR 16, 14
<br />AND 12 GAUGE.
<br />PROVIDE JOIST BRIDGING/BLOCKING @ 8'-0" O.C. MAXIMUM.
<br />STUDS AND JOISTS INSTALLATION: INSTALL STUDS AND JOISTS AT 24 INCHES ON CENTER TYPICALLY,
<br />UNLESS OTHERWISE INDICATED. DO NOT SPLICE STUDS AND JOISTS. PROVIDE STUDS NOT MORE THAN 2
<br />INCHES FROM EACH CORNER OF WALL OR ABUTTING CONSTRUCTION.
<br />SECURE STUDS TO TOP AND BOTTOM TRACKS WITH 2-#10 SCREWS PER LOCATION.
<br />BACKING PLATES: 16 GAUGE GALVANIZED SHEET METAL COVERING FULL WIDTH OF STUD SPACING BY 4
<br />INCH WIDE MINIMUM. INSTALL STUD TRACK OR SHEET METAL BACKING AS INDICATED AND AS
<br />NECESSARY TO SUPPORT ALL PRODUCTS ATTACHED TO WALL OR CEILING AFTER COMPLETION OF FINISH
<br />SURFACE, INCLUDING TOILET AND BATH ACCESSORIES, PLUMBING AND ELECTRICAL FIXTURE, ELECTRICAL
<br />PANELS, TOILET PARTITIONS, CASEWORK, HARDWARE, HANDRAILS AND TRIM.
<br />TRACK INSTALLATION: PLACE AND ALIGN TRACKS IN CONFIGURATIONS SHOWN. SECURE TOP, BOTTOM
<br />AND SIDE TRACKS AT MAXIMUM 24 INCHES ON CENTER TO STRUCTURE USING FASTENERS AS DETAILED.
<br />PROVIDE FOR DEFLECTION AT TOP TRACK OF PARTITION FRAMING ABUTTING STEEL FLOOR OR ROOF
<br />DECK, AS INDICATED ON THE DRAWINGS.
<br />COORDINATION: COORDINATE ERECTION OF STUDS AND JOISTS WITH INSTALLATION OF SERVICE UTILITIES
<br />TO MINIMIZE DISCONTINUITY IN FARMING. ALIGN STUD WEB OPENINGS. COORDINATE WITH
<br />INSTALLATION OF BUCKS, ANCHORS, BACKING, BLOCKING, PLUMBING, MECHANICAL AND ELECTRICAL
<br />COMPONENTS TO PROVIDE NECESSARY CLEARANCES AND SUPPORTS. COORDINATE WITH REQUIREMENTS
<br />FOR DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS.
<br />CLEARANCES: MAINTAIN CLEARANCE UNDER BUILDING STRUCTURAL MEMBERS TO AVOID DEFLECTION
<br />TRANSFER TO NON-LOAD BEARING FRAMING.
<br />OPENINGS AND RECESSES: PROVIDE FRAMED OPENINGS FOR ALL RECESSED AND BUILT-IN COMPONENTS.
<br />COORDINATE INSTALLATION OF FRAMING WITH REQUIREMENTS FOR DOOR AND WINDOW FRAME
<br />SUPPORTS AND ATTACHMENTS.
<br />BRACING INSTALLATION: INSTALL BRACING AT STUDS AND JOISTS TO MAKE RIGID. INSTALL INTERLOCKING
<br />BRIDGING MEMBER THROUGH STUD WEB OPENINGS AT STUDS 7-1/2 FEET IN LENGTH OR GREATER.
<br />H. COLD FORMED METAL FRAMING GENERAL NOTES
<br />1.
<br />2.
<br />3.
<br />4.
<br />5.
<br />6.
<br />7.
<br />8.
<br />9.
<br />10.
<br />11.
<br />12.
<br />13.
<br />15.
<br />16.
<br />14.
<br />1.ALL COLD-FORMED METAL FRAMING SHALL CONFIRM TO AISI STANDARD S240-20 "NORTH AMERICAN
<br />SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS''.
<br />2.SHALL MEET ALL THE REQUIREMENT AISI 2022 LATEST EDITION.
<br />3.CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION AND
<br />ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERMENT AGENCIES HAVING
<br />JURISDICTION.
<br />4.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS WEB STIFFENERS, ANCHORS,
<br />FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER
<br />INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED.
<br />5.FASTENING OF COMPONENTS SHALL BE WITH ICC APPROVED SELF-DRILLING SCREWS OR WELDING, SCREWS
<br />OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION ALL WELDS OF
<br />GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZIN-RICH PAINT. ALL WELDS OF CARBON SHEET STEEL
<br />SHALL BE TOUCHED UP WITH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED.
<br />6.UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDES AT FOUNDATION WALLS BY MEANS OF SHIMS
<br />AND/OR NON-SETTING GROUT.
<br />7.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD
<br />FORMED STEEL'', LATEST EDITION.
<br />8.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN FULL COMPLIANCE WITH AWS D1.3
<br />9.UNLESS NOTED OTHERWISE ON THE DRAWINGS, SCREWS SHALL BE #10-16 SELF DRILLING, SELF TAPPING HEX
<br />HEAD SCREWS WITH HEAD DIAMETER OF 0.333 IN.
<br />ALL WALL STUD FRAMING SHALL SATISFY THE REQUIREMENTS OF TABLE BELOW (U.N.O.). PROVIDE BRIDGING
<br />AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS. WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS
<br />ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED.
<br />(inches)
<br />24362S200-43 24
<br />(feet)
<br />9.5
<br />(inches)
<br />24
<br />(feet)
<br />16'-0"
<br />(inches)(inches)
<br />--
<br />362S200-43 16 1614 2416'-0"16
<br />17.
<br />IN-LINE FRAMING: EACH JOIST, RAFTER, TRUSS, AND STRUCTURAL WALL STUD (ABOVE OR BENEATH)
<br />SHALL BE ALIGNED VERTICALLY ACCORDING TO LIMIT OF AISI-S200 (SEE 2/SD2 FOR LIMITS). THE
<br />ALIGNMENT TOLERANCE IS NOT REQUIRED WHERE LOAD DISTRIBUTION MEMEBER IS SPECIFIED IN PLAN
<br />DRAWINGS OR DETAILS.
<br />MAXIMUM SPACING WHEN SUPPORTING
<br />NON-BEARING WALLS BEARING WALLS
<br />MAXIMUM SPACING
<br />STUD SIZE STUD
<br />HEIGHT ROOF &
<br />CL'G ONLY
<br />ONE FLOOR
<br />ROOF & CL'G
<br />TWO FLOOR
<br />ROOF & CL'G
<br />STUD
<br />HEIGHT
<br />COLD FORMED METAL FRAMING
<br />PROJECT DESIGN CRITERIA
<br />BUILDING CODE 2022 CBC
<br />OCCUPANCY CATEGORY II
<br />GEOTECHNICAL PARAMETERS
<br />GEOTECHNICAL ENGINIEER CHAPTER 18 MIN.
<br />GEOTECHNICAL COMPANY'S ADDRESS N/A
<br />GEOTECHNICAL COMPANY'S TELEPHONE NUMBER N/A
<br />REPORT NUMBER N/A
<br />DATE N/A
<br />ALLOWABLE SOIL BEARING PRESSURE 1500 PSF
<br />COEFFICIENT OF FRICTION 0.3
<br />LATERAL DESIGN PARAMETERS
<br />SEISMIC DESIGN PARAMETERS (EQV. LATERAL FORCE PROCEDURE)
<br />SEISMIC DESIGN CATEGORY D
<br />SEISMIC IMPORTANCE FACTOR, Ie 1
<br />SITE CLASS D- DEFAULT
<br />SHORT PERIOD SPECTRAL ACCELERATION, Ss 1.272
<br />1ST PERIOD SPECTRAL ACCELERATION, S1 0.456
<br />SHORT PERIOD ACCELERATION PARAMETER, SDS 1.017
<br />1 SECOND ACCELERATION PARAMETER, SD1 0.561
<br />LATERAL FORCE RESISTING SYSTEM
<br />RESPONSE MODIFICATION FACTOR, R 1.5
<br />SEISMIC RESPONSE COEFFIECIENT, Cs 0.678
<br />DESIGN BASE SHEAR V = 0.7CsW 0.475W
<br />WIND DESIGN PARAMETERS (ASCE 7-16, METHOD 2)
<br />EXPOSURE CATEGORY C
<br />DESIGN WIND SPEED 95 PMH
<br />WIND IMPORTANCE FACTOR, Iw 1.0
<br />DESCRIPTION OF
<br />BUILDING ELEMENTS
<br />NUMBER & TYPE
<br />OF FASTENER
<br />SPACING &
<br />LOCATION
<br />1. Blocking between ceiling joists,
<br />rafters or trusses to top plate
<br />or other framing below
<br />ROOF
<br />3-8d common (2 1/2"x0.131"); or
<br />3-10d box (3″ x 0.128″); or
<br />3-3″ × 0.131″ nails;
<br />Each end, toenail
<br />2-8d common (2 1/2" x 0.131")Blocking between rafters or truss
<br />to rafter or truss
<br />2-3″ × 0.131″ nails
<br />2-16 d common (3 1/2" x 0.162")
<br />3-3″ × 0.131″ nails
<br />not at the wall top plate,
<br />Each end, toenail
<br />Each end
<br />16d common (3 1/2"x0.162") @6"o.c.Flat blocking to truss and web filler
<br />3″ × 0.131″ nails @ 6″ o.c.
<br />Face nail
<br />2. Ceiling joists to top plate 3-8d common (2 1/2"x0.131"); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails;
<br />Each joist, toenail
<br />3. Ceiling joist not attached to parallel
<br />rafter, lap over partitions (no thrust)
<br />(see Section R802.5.2,
<br />3-16d common (3 1/2"x0.162"); or
<br />4-10d box (3″ x 0.128″); or
<br />4-3″ × 0.131" nails;
<br />Face nail
<br /> Table R802.5.2.(1))
<br />4. Ceiling joist attached to parallel
<br />(see Section R802.5.2,
<br />Per Table R802.5.2.(1)Face nailrafter (heel joint)
<br /> Table R802.5.2.(1))
<br />5. Collar tie to rafter 3-10d common (3″ x 0.148″); or
<br />4-10d box (3″ x 0.128″); or
<br />4-3″ × 0.131″ nails;
<br />Face nail
<br />6. Rafter or roof truss to top plate 3-10 common (3″ x 0.148″); or
<br />3-16d box (3 1/2" x 0.135"); or
<br />4-10d box (3" x 0.128″); or
<br />4-3″ × 0.131 nails;
<br />Toenail i
<br />7. Roof rafters to ridge valley or hip
<br />3-10d common (3 1/2"x0.148"); or
<br />4-16d box (3 1/2"x0.135"); or
<br />4-10d box (3″ x 0.128″); or
<br />4-3″ × 0.131″ nails;
<br />Toenail
<br />2-16d common (3 1/2"x0.162"); or
<br />3-10d box (3″ x 0.128″); or
<br />3-3″ × 0.131″ nails;
<br />End nail
<br />rafters; or roof rafter to 2-inch ridge
<br />beam
<br />16d common (3 1
<br />8. Stud to stud
<br />10d box (3″ × 0.128″); or
<br />3″ × 0.131″ nails;
<br />24″ o.c. face nail
<br />16″ o.c. face nail
<br />/2″ × 0.162″);
<br />(not at braced wall panels)
<br />9. Stud to stud and abutting studs
<br />(at braced wall panels)
<br />16d common (3 1/2"x0.162");
<br />16d box (3 1/2"x0.135");
<br />3″ × 0.131″ nails;
<br />16″ o.c. face nail
<br />12″ o.c. face nail
<br />12″ o.c. face nail
<br />at intersecting wall corners
<br />10. Built-up header (2″ to 2″ header 16d common (3 1/2"x0.162");
<br />16d box (3 1/2"x0.135")
<br />16″ o.c. ea. edge, face nail
<br />12″ o.c. ea. edge, face nail
<br />11. Continuous header to stud 4-8d common (2 1/2"x0.131") ; or
<br />4-10d box (3″ × 0.128″)
<br />Toenail
<br />12. Adjacent full-height stud to end 4-16d box (31/2"x 0.135"); or
<br />3-16d common (31/2" x 0.162"); or End nail
<br />16d common (31/2" × 0.162")13. Top plate to top plate
<br />15. Bottom plate to joist, rim joist,
<br /> (not at braced wall panels)
<br />16. Bottom plate to joist, rim joist,
<br /> wall panels
<br />16d common (3 1/2″ × 0.162″);
<br />16d box (3 1/2″ × 0.135″); or
<br />3″ × 0.131″ nails;
<br />2-16d common (3 1/2″ × 0.162″); or
<br />3-16d box (3 1/2″ × 0.135″); or
<br />12" o.c. face nail
<br />4-3″ × 0.131″ nails;
<br />4-8d box (21/2" × 0.113"); or
<br />17. Top or bottom plate to stud
<br />3-16d box (31/2" × 0.135"); or
<br />4-8d common (21/2" × 0.131"); or
<br />2-16d common (3 1/2″ × 0.162″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails;
<br />2-16d common (3 1/2″ × 0.162″); or18. Top plates, laps at corners
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails;
<br />Toenail
<br />End nail
<br />Face nail
<br />16" o.c. face nail
<br />16" o.c. face nail
<br /> band joist or blocking
<br /> band joist or blocking at braced
<br /> and intersections
<br />WALL
<br />2-8d common (2 1/2″ × 0.131″); or
<br />19. 1″ brace to each stud and plate
<br />20. 1″ × 6″ sheathing to each bearing
<br />21. 1″ × 8″ and wider sheathing
<br />2-10d box (3″ × 0.128″); or
<br />2 staples 1 3/4"
<br />2-8d common (2 1/2″ × 0.131″); or
<br />2-10d box (3″ × 0.128″)
<br />4-8d box (21/2" × 0.113"); or
<br />3-8d common (21/2" × 0.131"); or
<br />Face nail
<br />Face nail
<br />Face nail
<br /> to each bearing
<br />Edges
<br />(inches)
<br />Intermediate supports
<br />(inches)
<br />31.3/8″ - 1/2"
<br />6d common or deformed (2″x0.113″x
<br />0.266" head)(subfloor and wall)
<br />8d common (21/2" × 0.131") nail
<br />RSRS-01 (2 3/8" × 0.113") nail (roof)
<br />2 3/8″ x0.113″ x 0.266" head nail
<br />6
<br />6
<br />6
<br />6
<br />(roof)
<br />32. 19/32" - 3/4"
<br />33. 7/8"- 1 1/4"
<br />8d common (2 1/2″ × 0.131″)
<br />nail (subfloor, wall)
<br />10d common (3″ × 0.148″); or
<br />deformed nail
<br />34. 1/2″ structural cellulosic
<br />1 1/2" × 0.120" galvanized roofing
<br />1 1/4" long 16 ga. staple with 7/16"
<br />6
<br />6
<br />12
<br />12
<br />3 6
<br />3 6
<br />OTHER EXTERIOR WALL SHEATING
<br />WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
<br />Deformed (2"× 0.113") or
<br />Deformed (2" × 0.120") nail; or 6 12
<br />For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; 1 ksi = 6.895 MPa.
<br />WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND
<br />INTERIOR WALL SHEATING TO FRAMING AND PARTICLEBOARD WALL SHEATING TO FRAMING
<br />FLOOR
<br />3-8d common (21/2" × 0.131"); or
<br />22. Joist to sill, top plate, or girder
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails;
<br />Toenail
<br />8d common (2 1/2″ × 0.131″); or
<br />23. Rim joist, band joist, or blocking
<br /> below 10d box (3″ × 0.128″); or
<br />3″ × 0.131″ nails;
<br />6" o.c., toenail
<br /> to top plate, sill or other framing
<br />25. 2″ subfloor to joist or girder
<br />26. 2" planks (plank & beam-floor
<br />2-16d common (3 1/2″ × 0.162″)
<br />2-16d common (3 1/2″ × 0.162″)
<br />Blind and face nail
<br />Each bearing, face nail
<br /> & roof)
<br />20d common (4″ × 0.192″)
<br />28. Built-up girders and beams,
<br />10d box (3″ × 0.128″); or
<br />3″ × 0.131″ nails;
<br />Nail each layer as follows:
<br /> 32" o.c. at top and bottom
<br />24" o.c., face nail at top
<br />and bottom staggered on
<br />and staggered.
<br />on opposite sides
<br />And:
<br />2-20d common (4″ × 0.192″); or
<br />3-10d box (3″ × 0.128″); or
<br />3-3″ × 0.131″ nails;
<br />Ends and at each
<br />splice, face nail
<br /> 2″ lumber layers
<br />3-16d common (3 1/2″ × 0.162″); or29. Ledger strip supporting joists
<br />4-10d box (3″ × 0.128″); or
<br />4-3″ × 0.131″ nails;
<br />Each joist or rafter,
<br />face nail or rafters
<br />2-8d common (2 1/2″ × 0.131″); or
<br />30. Bridging or blocking to joist,2-10d box (3″ × 0.128″); or
<br />2-3″ × 0.131″ nails;
<br />Each end, toenail
<br /> rafter or truss
<br />4-8d box (2 1/2"x0.113"); or
<br />4-8d box (2 1/2"x0.113"); or
<br />3-16d box (31/2" x 0.135"); or
<br />with 1/2" spacer))
<br />5-8d box (21/2" x 0.113"); or
<br />of header 4-10d box (3" x 0.128"); or
<br />4-3" × 0.131" nails
<br />8-16d common (3 1/2"x0.162"); or14. Double top plate splice
<br />12-10d box (3″ × 0.128″); or
<br />12-3″ × 0.131″ nails;
<br />Each side of end joint,
<br />face nail (min. 24" lap
<br />splice length each side
<br />of end joint)
<br />12-16d box (31/2" × 0.135"); or
<br />10d box (3" × 0.128"); or
<br />3" × 0.131" nails
<br />16" o.c. face nail
<br />12" o.c. face nail
<br />3-16d box (31/2" × 0.135"); or
<br />4-10d box (3" × 0.128"); or
<br />4-3" × 0.131" nails
<br />3-8d box (21/2" × 0.113"); or
<br />2 staples, 1" crown,16 ga.,13/4" long
<br />3-8d box (21/2" × 0.113"); or
<br />Wider than 1" × 8"
<br />3-10d box (3" × 0.128"); or
<br />4 staples,1" crown, 16 ga.,13/4" long
<br />4-8d box (21/2" × 0.113"); or
<br />8d box (21/2" × 0.113") 4" o.c., toenail
<br />24. 1"x6" subfloor or less to each joist 3-8d box (21/2" × 0.113"); or
<br />2-8d common (21/2" × 0.131"); or
<br />3-10d box (3" × 0.128"); or
<br />2 staples,1" crown, 16 ga.,13/4" long
<br />Face nail
<br />3-16d box (31/2" × 0.135"); or
<br />3-16d box (31/2" × 0.135"); or
<br />27. Band or rim joist to joist
<br />4-10 box (3" × 0.128"); or
<br />3-16d common (31/2" × 0.162"); or
<br />4-3" × 0.131" nails; or
<br />4-3" × 14 ga. staples, 7/16" crown
<br />End nail
<br />4-16d box (31/2" × 0.135"); or
<br />f
<br />6f
<br />6f
<br />(subfloor, wall)i 6 6f
<br />b
<br />8d common (2 1/2″ × 0.131″)
<br />nail (roof); or,
<br />RSRS-01 (2 3/8" × 0.113") nail (roof)
<br />b 6 6f
<br />Deformed 23/8" × 0.113" × 0.266"
<br />head (wall or subfloor) 6 12
<br />(21/2" × 0.131 × 0.281" head)
<br />g
<br />a, b, c
<br />fiberboard sheathing
<br />1" crown
<br />nail,7/16" head diameter; or
<br />35. 25/32″ structural cellulosic
<br />fiberboard sheathing
<br />1 3/4" × 0.120" galvanized roofing
<br />1 1/4" long 16 ga. staple with 7/16"
<br />1" crown
<br />nail,7/16" head diameter; or
<br />7 7
<br />36. 1/2" gypsum sheathing
<br />1 1/2" × 0.120" galvanized roofing
<br />1 1/4" long 16 ga;
<br />staple galvanized, 1 1/2" long;
<br />nail,7/16" head diameter; or
<br />7 7
<br />37. 5/8" gypsum sheathing
<br />d
<br />d
<br />7/16" or 1" crown or 11/4" screws,
<br />Type W or S
<br />1 3/4" × 0.120" galvanized roofing
<br />1 1/4" long 16 ga;
<br />staple galvanized, 1 1/2" long;
<br />nail,7/16" head diameter; or
<br />7/16" or 1" crown or 11/4" screws,
<br />Type W or S
<br />38. 3/4" and less
<br />8d common (21/2" × 0.131") nail
<br />8d common (21/2" × 0.131") nail; or
<br />Deformed (2" × 0.113"); or 6 1239. 7/8" - 1"
<br />Deformed (21/2" × 0.120") nail
<br />10d common (3" × 0.148" ) nail; or
<br />Deformed (2" × 0.113");or 6 1240. 1 1/8" - 1 1/4"
<br />Deformed (21/2" × 0.120") nail
<br />a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for
<br />framing and sheathing connections are carbon steel and shall have minimum average bending yield
<br />strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank
<br />diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of
<br />0.142 inch or less. Connections using nails and staples of other materials, such as stainless steel, shall
<br />be designed by accepted engineering practice or approved under Section R104.11.
<br />b. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F1667.
<br />c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches
<br />or greater.
<br />d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
<br />e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
<br />f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate
<br />supports within 48 inches of roof edges and ridges, nails shall be spaced at 4 inches on center where
<br />the ultimate design wind speed is greater than 130 mph in Exposure B or greater than 110 mph in
<br />Exposure C.
<br />g. Gypsum sheathing shall conform to ASTM C1396 and shall be installed in accordance with ASTM
<br />C1280 or GA 253. Fiberboard sheathing shall conform to ASTM C208.
<br />h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing
<br />members and required blocking and at floor perimeters only. Spacing of fasteners on roof sheathing
<br />panel edges applies to panel edges supported by framing members and required blocking. Blocking
<br />of roof or floor sheathing panel edges perpendicular to the framing members need not be provided
<br />except as required by other provisions of this code. Floor perimeter shall be supported by framing
<br />members or solid blocking.
<br />i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,
<br />provide two toe nails on one side of the rafter and toe nails from the ceiling joist to top plate in
<br />accordance with this schedule. The toe nail on the opposite side of the rafter shall not be required.
<br />BLKG WHERE REQ'D.
<br />BOUNDARY NAILING 6" O.C. U.N.O.
<br />(B.N.)
<br />FIELD NAILING
<br />12" O.C. U.N.O.)
<br />2ND ROW
<br />PLYWD. SHEET
<br />STAGGERED
<br />BOUNDARY NAILING
<br />(B.N.)
<br />PLYWD. PANEL
<br />LAY PERP. TO
<br />ROOF FRAMING
<br />BLDG. EXT. WALLS
<br />ROOF FRAMING
<br />(TRUSS/JOIST/RAFTER)
<br />EDGE NAILING (6" O.C. U.N.O.)
<br />(E.N.)
<br />SHEATHING NAILING
<br />ROOF
<br />- 15/32 INCH A.P.A. RATED SHEATHING (EXP. 1, 32 / 16)8d's @ 6" O.C. E.N.
<br />8d's @ 12" O.C. F.N.- 15/32 INCH OSB PANEL, PANEL EDGE CLIP, 32/16 SPAN RATING
<br />FLOOR
<br />- 23/32 INCH APA RATED STURD-I-FLOOR, EXP. 1,
<br /> T & G OR PANEL EDGE CLIP, 24" O.C. SPAN RATING
<br />10d's @ 6" O.C. E.N.
<br />10d's @ 12" O.C. F.N.
<br />- 19/32 INCH APA RATED STURD-I-FLOOR, EXP. 1,
<br /> T & G OR PANEL EDGE CLIP, 20" O.C. SPAN RATING
<br />- 23/32 INCH OSB WITH PANEL EDGE CLIP, 40/20 SPAN RATING
<br />- 19/32 INCH OSB WITH PANEL EDGE CLIP, 32/20 SPAN RATING
<br />TYP. ROOF & FLOOR PLYWD. LAYOUT
<br />14. ROOF AND FLOOR SHEATHING, AND SHEAR WALL PANELS, NAILING AND INSTALLATION SHALL BE
<br />INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING.
<br />15. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, CONDUITS, ETC. UNLESS SPECIFICALLY
<br />DETAILED ON DRAWINGS.
<br />16. UNLESS NOTED OTHERWISE ON THE PLANS, COMPLY WITH CBC TABLE 2304.10.2 FOR NAILING
<br />SCHEDULE.
<br />17. ALL NAILS SHALL BE COMMON NAILS IN COMPLIANCE WITH FEDERAL SPECIFICATIONS FF-N-105B.
<br />SINKERS SHALL NOT BE ALLOWED UNLESS SPECIFIED OR APPROVED BY THE ENGINEER. ALL NAILS
<br />EXPOSED TO WEATHER, HEAT AND/OR MOISTURE SHALL BE GALVANIZED.
<br />18. ALL WOOD IN CONTACT WITH THE GROUND, MASONRY, OR CONCRETE WITHIN 18" OF THE
<br />GROUND SHALL BE PRESSURE TREATED, OR HEART REDWOOD/CEDAR WITH APPROVED
<br />RESISTANCE TO DECAY AND ATTACK FROM INSECTS.
<br />19. MINIMUM DIMENSION OF ROOF SHEATHING TO BE 24" PER 2021 SDPWS SECTION 4.2.8
<br />13. ALL STRUCTURAL SHEATHING SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF THE APA -
<br />THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS
<br />STANDARD PS 1-95, PS2-9, OR PRP-108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE
<br />PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SHEATHING LESS
<br />THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN SHEAR WALLS, FLOOR, OR ROOF
<br />DIAPHRAGM.
<br />-
<br />DRAWN:
<br />DATE:
<br />SCALE:
<br />JOB NO.
<br />REVISIONS
<br />AS NOTE
<br />03/15/2026
<br />26033
<br />J.C.
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<br />GENERAL NOTES &
<br />STRUCTURAL SPEC.
<br />S-0
<br />EXP. DATE: 09/30/2026
|