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SPECIAL INSPECTION <br />1.SPECIAL INSPECTION SHALL MEET THE REQUIREMENTS OF THE 2022 CBC SECTION <br />1704 & 1705. <br />2.SPECIAL INSPECTOR SHALL: <br />A.BE UNDER THE SUPERVISION OF A CALIFORNIA REGISTERED ENGINEER. <br />B.OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS <br />AND SPECIFICATIONS. <br />B.FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. <br />DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE <br />CONTRACTOR FOR CORRECTION; THEN IF NOT CORRECTED, TO THE ENGINEER AND <br />BUILDING DEPARTMENT. <br />C.SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT A FINAL REPORT, SIGNED <br />BY A CALIFORNIA REGISTERED CIVIL ENGINEER, STATING THAT THE WORK WAS IN <br />CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE <br />APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. <br />3.INSPECTION NOTES: <br />A.CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED <br />INSPECTIONS REQUIRED BY THE 2022 CBC SECTION 110. SPECIAL INSPECTION IS <br />NOT A SUBSTITUTE FOR INSPECTION NY A BUILDING OFFICIAL, SPECIALLY <br />INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF <br />THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL FOR EXPOSURE. <br />B.CONTINUOUS INSPECTION IS ALWAYS REQUIRED DURING PERFORMANCE OF THE <br />WORK UNLESS SPECIFICALLY NOTED. <br />C.SPECIAL INSPECTORS MUST BE CERTIFIED BY THE BUILDING DEPARTMENT TO <br />PERFORM THE TYPES OF INSPECTIONS SPECIFIED. <br />D.IT IS THE RESPONSIBILITY OF THE OWNER TO INFORM THE SPECIAL INSPECTOR OR <br />INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY <br />WORK THAT REQUIRED SPECIAL INSPECTION. ALL WORK PERFORMED WITHOUT <br />REQUIRED SPECIAL INSPECTION IS SUBJECT TO REMOVAL. <br />1.ANCHORS, ANCHOR BOLTS, & DOWELS <br />A.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS (AND TESTING) OF <br />EPOXIED DOWELS IN CONCRETE AT (HOLDOWNS) (EXISTING FOOTINGS) (CONCRETE <br />REPAIRS). <br />B.VERIFY MANUFACTURERS INSTALLATION REQUIREMENTS OF WEDGE AND SLEEVE <br />ANCHORS (WHERE INDICATED). <br />SPECIAL INSPECTION REQUIRED <br />GENERAL NOTES <br />1.NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER <br />THESE STANDARD STRUCTURAL NOTES. DETAILS NOTES AS "TYPICAL DETAILS" <br />SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR <br />INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS. <br />2.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE <br />CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER/ARCHITECT SHALL BE <br />NOTIFIED IMMEDIATELY, IN WRITING, OF ANY DISCREPANCIES. IN NO CASE SHALL <br />DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE <br />STRUCTURAL DRAWINGS. <br />3.ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE <br />STRUCTURAL DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE <br />ATTENTION, AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH ANY <br />WORK SO INVOLVED. <br />4.WHERE A CONSTRUCTION DETAIL IS NOT SPECIFICALLY SHOWN OR NOTES, THE <br />DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. <br />5.THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE <br />AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION. <br />6.NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN OR THROUGH <br />SLABS, BEAMS, OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR <br />PIPES, DUCTS, ETC. EXCEPT AS INDICATED ON THE STRUCTURAL DRAWINGS. THE <br />CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY <br />ADDITIONAL PIPES, DUCTS, ETC. <br />7.ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF <br />THE 2022 CBC. <br />8.THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE <br />JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, <br />INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL <br />APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. <br />9.RETAIN A CALIFORNIA REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY <br />BRACING, SHORING, AND SUPPORT REQUIRED DURING CONSTRUCTION. <br />10.INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME AND BUILDING <br />DEPARTMENT APPROVAL TIME IN THE COST OF PROPOSED MATERIAL <br />ALTERNATIVES. CONTACT ENGINEER FOR FEE AMOUNT. SUBMIT MATERIAL <br />ALTERNATIVE FOR REVIEW BEFORE CONSTRUCTION. <br />DESIGN CRITERIA <br />1.VERTICAL LOADS (GRAVITY): <br />a)DEAD LOADS: <br />ROOF 15 PSF <br />FLOOR 20 PSF <br />b)LIVE LOADS (REDUCIBLE UNLESS NOTED OTHERWISE): <br />ROOF 20 PSF <br />FLOOR 40 PSF <br />2.LATERAL LOADS: <br />a)EARTHQUAKE DESIGN DATA: <br />V = 0.224 W (ASD) (INCLUDES RHO = 1.15 FOR MOMENT FRAME) <br />V = 0.380 W (ASD) (INCLUDES RHO = 1.3 FOR BRACED FRAME) <br />SEISMIC IMPORTANCE FACTOR =1 <br />RISK CATEGORY =II <br />MAPPED SPECTRAL RESPONSE ACCELERATIONS <br />Ss 1.500 <br />S1 0.560 <br />SITE CLASS DEFAULT <br />SPECTRAL RESPONSE COEFFICIENTS <br />Sds 1.160 <br />Sd1 0.820 <br />RESPONSE MODIFICATION FACTOR <br />PLYWOOD SHEARWALLS <br />R 6.5 (MOMENT FRAME DIRECTION) <br />R 4.0 (BRACED FRAME DIRECTION) <br />SEISMIC RESPONSE COEFFICIENT <br />Cs 0.195 (MOMENT FRAME DIRECTION) <br />Cs 0.292 (MOMENT BRACED DIRECTION) <br />ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE <br />TABLE NO. 2304.10.1: <br />FASTENING SCHEDULE <br />CONNECTION FASTENINGS <br />1. BLOCKING BETWEEN CEILING JOIST, RAFTERS OR <br />LOCATION <br />3-8d COMMON (2 1/2"x 0.131"); OR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES 7/16" CROWN <br />EACH END, TOENAIL <br />BLOCKING BETWEEN RAFTERS OR TRUSS NOT <br />END NAIL <br />FACE NAIL <br />3-10d BOX (3"x 0.128"); OR <br />2-8d COMMON (2 1/2"x 0.131") <br />EACH END, TOENAIL <br />AT THE WALL TOP PLATE, TO RAFTER OR TRUSS <br />TRUSSES TO TOP PLATE OR OTHER <br />FRAMING BELOW <br />2-3"x 0.131" NAILS <br />2-3" 14 GAGE STAPLES <br />2-16d COMMON (3 1/2"x 0.162") <br />3-3"x 0.131" NAILS <br />3-3" 14 GAGE STAPLES <br />16d COMMON (3 1/2"x 0.162") @ 6" O.C. <br />3"x 0.131" NAILS @ 6" O.C. <br />3"x 14 GAGE STAPLES @ 6" O.C. <br />FLAT BLOCKING TO TRUSS AND WEB FILLER <br />2. CEILING JOISTS TO TOP PLATE <br />3-8d COMMON (2 1/2"x 0.131"); OR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES 7/16" CROWN <br />3-10d BOX (3"x 0.128"); OR EACH JOIST, TOENAIL <br />3. CEILING JOIST NOT ATTACHED TO PARALLEL 3-16d COMMON (3 1/2"x 0.162"); OR <br />4-3"x 0.131" NAILS; OR <br />4-3" 14 GAGE STAPLES 7/16" CROWN <br />4-10d BOX (3"x 0.128"); OR FACE NAILRAFTER, LAPS OVER PARTITIONS (NO THRUST) <br />(SEE SECTION 2308.7.3.1, TABLE 2308.7.3.1) <br />4. CEILING JOIST ATTACHED TO PARALLEL RAFTER <br />(HEEL JOINT)(SEE SECTION 2308.7.3.1 TABLE 2308.7.3.1)PER TABLE 2308.7.3.1 FACE NAIL <br />5. COLLAR TIE TO RAFTER <br />3-10d COMMON (3"x 0.148"); OR <br />4-3"x 0.131" NAILS; OR <br />4-3" 14 GAGE STAPLES 7/16" CROWN <br />4-10d BOX (3"x 0.128"); OR FACE NAIL <br />6. RAFTER OR ROOF TRUSS TO TOP PLATE <br />3-10d COMMON (3"x 0.148"); OR <br />4-10d BOX (3"x 0.128"); OR <br />4-3" 14 GAGE STAPLES 7/16" CROWN <br />3-16d BOX (3 1/2"x 0.135"); OR <br />4-3"x 0.131" NAILS; OR(SEE SECTION 2308.7.5, TABLE 2308.7.5) <br />TOENAIL <br />7. ROOF RAFTERS TO RIDGE VALLEY OR HIP RAFTERS; <br />2-16d COMMON (3 1/2"x 0.162"); OR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES 7/16" CROWN OR <br />3-10d BOX (3"x 0.128"); OR END NAIL <br />OR ROOF RAFTER TO 2-INCH RIDGE BEAM 3-10d COMMON (3 1/2"x 0.148"); OR <br />4-10d BOX (3"x 0.128"); OR <br />4-3" 14 GAGE STAPLES, 7/16" CROWN <br />3-16d BOX (3 1/2"x 0.135"); OR <br />4-3"x 0.131" NAILS; OR <br />TOENAIL <br />8. STUD TO STUD (NOT AT BRACED WALL PANELS) <br />16d COMMON (3 1/2"x 0.162");24" O.C. FACE NAIL <br />10d BOX (3"x 0.128") <br />3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES, 7/16" CROWN <br />16" O.C. FACE NAIL <br />9. STUD TO STUD AND ABUTTING STUDS AT 16d COMMON (3 1/2"x 0.162"); OR 16" O.C. FACE NAIL <br />16d BOX (3 1/2"x 0.135"); ORINTERSECTING WALL CORNERS ( AT BRACED 3"x0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES, 7/16" CROWN <br />12" O.C. FACE NAIL <br />12" O.C. FACE NAILWALL PANELS) <br />16d COMMON (3 1/2"x 0.162"); <br />16d BOX (3 1/2"x 0.135") <br />16"O.C. EA EDGE, FACE NAIL <br />12"O.C. EA EDGE, FACE NAIL10. BUILT-UP HEADER (2" TO 2" HEADER) <br />4-8d COMMON (2 1/2"x0.131"); OR <br />4-10d BOX (3"x0.128")TOENAIL11. CONTINUOUS HEADER TO STUD <br />16d COMMON (3 1/2"x 0.162");16" O.C. FACE NAIL <br />10d BOX (3"x 0.128"); OR <br />3"x 0.131" NAILS; OR <br />3" 14 GAGE STAPLES, 7/16" CROWN <br />12" O.C. FACE NAIL12. TOP PLATE TO TOP PLATE <br />8-16d COMMON (3 1/2"x 0.162"); OR <br />12-3"x 0.131" NAILS; OR <br />12-3" 14 GAGE STAPLES 7/16" CROWN <br />12-10d BOX (3"x 0.128"); OR <br />EACH SIDE OF END JOINT, <br />13. TOP PLATE TO TOP PLATE, AT END JOINTS FACE NAIL (MINIMUM 24" <br />LAP SPLICE LENGTH EACH <br />SIDE OF END JOINT) <br />16d COMMON (3 1/2"x 0.162");16" O.C. FACE NAIL <br />16d BOX (3 1/2"x 0.135"); OR <br />3"x 0.131" NAILS OR <br />3" 14 GAGE STAPLES, 7/16" CROWN <br />12" O.C. FACE NAIL <br />14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST <br />OR BLOCKING (NOT AT BRACED WALL PANELS) <br />2-16d COMMON (3 1/2"x 0.162"); OR <br />4-3"x 0.131" NAILS; OR <br />4-3" 14 GAGE STAPLES, 7/16" CROWN <br />3-16d BOX (3 1/2"x 0.135"); OR15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST <br />OR BLOCKING AT BRACED WALL PANELS 16" O.C. FACE NAIL <br />4-8d COMMON (2 1/2"x 0.131"); OR <br />4-3"x 0.131" NAILS; OR <br />4-3" 14 GAGE STAPLES, 7/16" CROWN OR <br />4-10d BOX (3"x 0.128"); OR <br />16. STUD TO TOP OR BOTTOM PLATE <br />TOENAIL <br />2-16d COMMON (3 1/2"x 0.162"); OR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES, 7/16" CROWN <br />3-10d BOX (3"x 0.128"); OR END NAIL <br />2-16d COMMON (3 1/2"x 0.162"); OR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES, 7/16" CROWN <br />3-10d BOX (3"x 0.128"); OR END NAIL17. TOP OR BOTTOM PLATE TO STUD <br />2-16d COMMON (3 1/2"x 0.162"); OR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES, 7/16" CROWN <br />3-10d BOX (3"x 0.128"); OR FACE NAIL18. TOP PLATES, LAPS AT CORNERS AND <br />INTERSECTIONS <br />2-8d COMMON (2 1/2"x 0.131"); OR <br />2-3"x 0.131" NAILS; OR <br />2-3" 14 GAGE STAPLES, 7/16" CROWN <br />2-10d BOX (3"x 0.128"); OR FACE NAIL19. 1" BRACE TO EACH STUD AND PLATE <br />2-8d COMMON (2 1/2"x 0.131"); OR <br />2-10d BOX (3"x 0.128")FACE NAIL20. 1"x6" SHEATHING TO EACH BEARING <br />3-8d COMMON (2 1/2"x 0.131"); OR <br />3-10d BOX (3"x 0.128")FACE NAIL21. 1"x8" AND WIDER SHEATHING TO EACH BEARING <br />3-8d COMMON (2 1/2"x 0.131"); OR FLOOR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES, 7/16" CROWN <br />3-10d BOX (3"x 0.128"); OR TOENAIL22. JOIST TO SILL, TOP PLATE, OR GIRDER <br />ROOF <br />WALL <br />FLOOR <br />8d COMMON (2 1/2"x 0.131"); OR <br />3"x 0.131" NAILS; OR <br />3" 14 GAGE STAPLES, 7/16" CROWN <br />10d BOX (3"x 0.128"); OR 6" O.C. TOENAIL23. RIM JOIST, BAND JOIST, OR BLOCKING TO TOP <br />PLATE, SILL OR OTHER FRAMING BELOW <br />2-8d COMMON (2 1/2"x 0.131"); OR <br />2-10d BOX (3"x 0.128")FACE NAIL24. 1"x6" SUBFLOOR OR LESS TO EACH JOIST <br />2-16d COMMON (3 1/2"x 0.162")FACE NAIL25. 2" SUBFLOOR TO JOIST OR GIRDER <br />2-16d COMMON (3 1/2"x 0.162")EACH BEARING, FACE NAIL26. 2" PLANKS (PLANK & BEAM-FLOOR & ROOF) <br />20d COMMON (4"x0.192")32"O.C.,FACE NAIL AT TOP & <br />BOT. STAGG. ON OPP. SIDES <br />10d BOX (3"x 0.128"); OR <br />3"x 0.131" NAILS; OR <br />3" 14 GAGE STAPLES, 7/16" CROWN <br />24"O.C.,FACE NAIL AT TOP & <br />BOT. STAGG. ON OPP. SIDES <br />2-20d COMMON (4"x 0.192"); OR <br />3-3"x 0.131" NAILS; OR <br />3-3" 14 GAGE STAPLES, 7/16" CROWN <br />3-10d BOX (3"x 0.128"); OR <br />AND:27. BUILT-UP GIRDERS AND BEAMS, <br />2" LUMBER LAYERS <br />ENDS AND AT EACH SPLICE, <br />FACE NAIL <br />3-16d COMMON (3 1/2"x 0.162"); OR <br />4-3"x 0.131" NAILS; OR <br />4-3" 14 GAGE STAPLES, 7/16" CROWN <br />4-10d BOX (3"x 0.128"); OR EACH JOIST OR RAFTER,28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS FACE NAIL <br />3-16d COMMON (3 1/2"x 0.162"); OR <br />4-3"x 0.131" NAILS; OR <br />4-3" 14 GAGE STAPLES, 7/16" CROWN <br />4-10d BOX (3"x 0.128"); OR29. JOIST TO BAND JOIST OR RIM JOIST END NAIL <br />2-8d COMMON (2 1/2"x 0.131"); OR <br />2-3"x 0.131" NAILS; OR <br />2-3" 14 GAGE STAPLES, 7/16" CROWN <br />2-10d BOX (3"x 0.128"); OR30. BRIDGING OR BLOCKING TO JOIST,EACH END, TOENAIL <br />RAFTER OR TRUSS <br />STRUCTURAL ABBREVATIONS <br />A.B.ANCHOR BOLT <br />ABV.ABOVE <br />ADD'L ADDITIONAL <br />ADJ.ADJACENT <br />ALUM.ALUMINUM <br />ALT.ALTERNATE <br />APPRX.APPROXIMATE(LY) <br />ARCH.ARCHITECT(TURAL) <br />&AND <br />@ AT <br />BEL.BELOW <br />B.F.BRACED FRAME <br />BLDG.BUILDING <br />BLK.BLOCK <br />BLKG.BLOCKING <br />BM.BEAM <br />B.N. BOUNDARY NAILING <br />BNDRY.BOUNDARY <br />B.O.F.BOTTOM OF FOOTING <br />BRDG.BRIDGE(ING) <br />BRG.BEARING <br />BTM.BOTTOM <br />BTWN.BETWEEN <br />CAMB.(C)CAMBER(ED) <br />CANT.CANTILEVERED <br />C.F.CUBIC FEET(FOOT) <br />C.G.CENTER OF GRAVITY <br />C.I.P.CAST IN PLACE <br />C.J.CONSTRUCTION JOINT <br />CL.CENTER LINE <br />CLG.CEILING <br />CLR.CLEAR <br />CMU.CONC. MASONRY UNIT <br />COL.COLUMN <br />CONC.CONCRETE <br />CONN.CONNECTION <br />CONST.CONSTRUCTION <br />CONT.CONTINUOUS <br />CTSK.COUNTERSINK <br />CTR.CENTER(ED) <br />C.Y.CUBIC YARD <br />d PENNY(NAILS) <br />DBL.DOUBLE <br />DEPT.DEPARTMENT <br />D.F.DOUGLAS FIR <br />DIA. ()DIAMETER <br />DIAG.DIAGONAL <br />DIAPH.DIAPHRAGM <br />DIM.DIMENSION <br />DN.DOWN <br />do DITTO(REPEAT) <br />DP (D)DEEP (DEPTH) <br />DWG.DRAWING(S) <br />DWL.DOWEL(S) <br />EA.EACH <br />E.F.EACH FACE <br />E.J.EXPANSION JOINT <br />EL.ELEVATION <br />ELEC.ELECTICAL <br />ELEV.ELEVATOR <br />EMBD.EMBED(MENT) <br />E.N.EDGE NAIL/SCREWS <br />ENG.ENGINEER <br />ES.EDGE SCREWS <br />EQ.EQUAL <br />EQPT.EQUIPMENT <br />EXP.EXPANSION <br />EXST.(E)EXISTING <br />EXT.EXTERIOR <br />FAB.FABRICATION <br />FND.FOUNDATION <br />FIN.FINISH(ED) <br />FLG.FLANGE <br />FLR.FLOOR <br />F.N.FIELD(FACE)NAIL <br />F.O.C.FACE OF CONCRETE <br />F.O.M.FACE OF MASONRY <br />F.O.S.FACE OF STUD <br />F.O.W.FACE OF WALL <br />FRM.FRAME(ING) <br />F.S.FAR SIDE <br />FT.(')FOOT(FEET) <br />FTG.FOOTING <br />GA.GAUGE <br />GALV.GALVANIZED <br />GB GRADE BEAM <br />GLB GLUED LAMINATED BEAM <br />GRD.GRADE <br />GYPDB.GYPSUM WALLBOARD <br />HD HOLD DOWN <br />HDR.HEADER <br />HGR.HANGER <br />HORZ.(H)HORIZONTAL <br />HSB HIGH STRENGTH <br />HT.HEIGHT <br />I.D.INSIDE DIAMETER <br />I.E. INVERT ELEVATION <br />I.F.INSIDE FACE <br />IN.(")INCH(S) <br />INT.INTERIOR <br />JST.JOIST <br />JT.JOINT <br />K KIPS (1000) <br />LAT.LATERAL <br />LB(#)POUNDS <br />L.B.LAG BOLTS <br />LDGR LEDGER <br />L.F.LINEAL FEET(FOOT) <br />LG.LONG(ITUDINAL) <br />LGTH LENGTH <br />LLH LONG LEG HORIZ. <br />LLV LONG LEG VERT. <br />LT.WT.LIGTH WEIGHT <br />MAS.MASONRY <br />MAT'L.MATERIAL <br />MAX.MAXIMUM <br />M.B.MACHINE BOLT <br />MECH.MECHANICAL <br />MEZZ.MEZZANINE <br />MFR.MANUFACTURER <br />MISC.MISCELLANEOUS <br />MIN.MINIMUM <br />MLB MINI-LAM-BM. <br />MTL.METAL <br />(N)NEW <br />NO. (#)NUMBER <br />N.S.NEAR SIDE <br />N.S.G.NON-SHRINK GROUT <br />N.T.S.NOT TO SCALE <br />O.C.ON CENTER <br />O.D.OUTSIDE DIAMETER <br />O.D.OUTSIDE DIAMETER <br />O.F.OUTSIDE FACE <br />O.H. OPPOSITE HAND <br />OPNG.OPENING <br />ORNT. ORIENTATE(ION) <br />OWJ.OPEN WEB JOISTS <br />PAR. (//)PARALLEL <br />P/C PRECAST CONCRETE <br />PERP. (┴)PERPENDICULAR <br />PL.(PL)PLATE <br />PLAM PURLAM BEAM <br />PLY.PLYWOOD <br />P.S.F.POUNDS PER SQUARE FOOT <br />P.S.I.POUNDS PER SQUARE INCH <br />P.T.PRESSURE TREATED <br />P/T POSTTENSIONED <br />(PRESTRESSED) <br />QTY.QUANTITY <br />RAD.(R)RADIUS <br />R.C.P.REINFORCED CONCRETE PIPE <br />REF.REFERENCE <br />REINF.REINFORCEMENT(ING) <br />REQ'D.REQUIRED <br />R.F.RIGID FRAME <br />R.O.ROUGH OPENING <br />R.B.RIDGE BOARD <br />SCHED.SCHEDULE <br />SHT.SHEET <br />SHTG.SHEATHING <br />SIM.SIMILAR <br />SKW.SKEW(ED) <br />SPC.SPACE(S)(ING) <br />SPEC.SPECIFICATION(S) <br />SQ.SQUARE <br />SS SELECT STRUCTURAL <br />STD.STANDARD <br />STGR.STAGGER(ED) <br />STIFF.STIFFENER(S) <br />STIR.STIRRUP(S) <br />STL.STEEL <br />STRUC.STRUCTURAL <br />SUSP.SUSPENDED(TION) <br />SYMM.SYMMETRICAL <br />(T)TOP <br />T & B TOP AND BOTTON <br />TEMP.TEMPERATURE <br />T & G TONGUE AND GROOVE <br />THK.THICK(NESS) <br />THRD.THREADED <br />TMPRY.TEMPORARY <br />T.N.TOE NAIL <br />T.O.S.TOP OF SHEATHING <br />T.O.W.TOP OF WALL <br />TRANSV.TRANSVERSE <br />T.S.TOP OF STEEL <br />TYP.TYPICAL <br />UBC UNIFORM BUILDING CODE <br />U.O.N.UNLESS OTHERWISE NOTED <br />VERT.VERTICAL <br />VIF VERIFY IN FIELD <br />(W)WIDE(WIDTH) <br />w/WITH <br />WD.WOOD <br />W.P.WORK POINT <br />WPJ WEAKENED PLANE JOINT <br />W.S.WELDED STUD(S) <br />WT WEIGHT <br />WWF WELDED WIRE FABRIC <br />X-STG EXTRA STRONG <br />XX-STG DOUBLE EXTRA STRONG <br />YD YARD <br />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 SHEARWALLS, REFER TO SECTION 2305. NAILS FOR WALL <br />SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. <br />FOR SI: 1 INCH = 25.4 mm <br />WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING <br />DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION <br />TO FRAMING AND PARTICIEBOARD WALL SHEATHING TO FRAMING <br />EDGES <br />(INCHES) <br />INTERMEDIATE <br />SUPPORTS <br />(INCHES) <br />6d COMMON OR DEFORMED (2"x0.113") <br />(SUBFLOOR AND WALL) <br />8d BOX OR DEFORMED (2 1/2"x0.113")ROOF <br />6 12 <br />6 12 <br />2 3/8"x0.113" NAIL (SUBFLOOR AND WALL)6 12 <br />1 3/4" 16 GAGE STAPLE, 7/16" CROWN <br />(SUBFLOOR AND WALL)4 8 <br />2 3/8"x0.113" NAIL (ROOF)4 8 <br />1 3/4" 16 GAGE STAPLE, 7/16" CROWN ROOF 3 6 <br />31. 3/8" - 1/2" <br />8d COMMON (2 1/2"x0.131"); OR <br />6d DEFORMED (2"x0.113")6 12 <br />2" 16 GAGE STAPLE, 7/16" CROWN 4 8 <br />10d COMMON (3"x0.148"); OR <br />8d DEFORMED (2 1/2"x0.131")6 12 <br />2 3/8"x0.113" NAIL OR32. 19/32" - 3/4" <br />33. 7/8" - 1 1/4" <br />OTHER EXTERIOR WALL SHEATHING <br />(7/16" HEAD DIAMETER); OR 1 1/4" <br />1 1/2" GALVANIZED ROOFING NAIL <br />16 GAGE STAPLE WITH 7/16" OR 1" CROWN <br />34. 1/2" FIBERBOARD SHEATHING b 3 6 <br />(7/16" DIAMETER HEAD); OR 1 1/2" <br />1 3/4" GALVANIZED ROOFING NAIL <br />16 GAGE STAPLE WITH 7/16" OR 1" CROWN <br />35. 25/32" FIBERBOARD SHEATHING b 3 6 <br />WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING <br />36. 3/4" AND LESS 6 128d COMMON (2 1/2"x0.131"); OR <br />6d DEFORMED (2"x0.113") <br />37. 7/8" - 1"6 128d COMMON (2 1/2"x0.131"); OR <br />8d DEFORMED (2 1/2"x0.131") <br />38. 1 1/8" - 1 1/4"6 1210d COMMON (3"x0.148"); OR <br />8d DEFORMED (2 1/2"x0.131") <br />PANELS SIDING TO FRAMING <br />(1 7/8"x0.106"); OR 6d <br />6d CORROSION-RESISTANT SIDING <br />CORROSTION-RESISTANT CASING (2"x0.099") <br />39. 1/2" OR LESS 6 12 <br />(2 3/8"x0.128"); OR 8d CORROSION- <br />8d CORROSION-RESISTANT SIDING <br />RESISTANT CASING (2 1/2"x0.113") <br />40. 5/8"6 12 <br />INTERIOR PANELING <br />4d CASING (1 1/2"x0.080"); OR <br />4d FINISH ( 1 1/2"x0.072")6 1241. 1/4" <br />6d CASING (2"x0.099"); OR <br />6d FINISH (PANEL SUPPORTS AT 24 INCHES)6 1242. 3/8" <br />b. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGE AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR <br />NONSTRUCTURAL APPLICATIONS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG DIRECTION <br />OF THE PANEL, UNLESS OTHERWISE MARKED). <br />C. WHERE A RAFTER IS FASTENED TO AND ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE AND <br />THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF TOENAILS <br />IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ON NAIL. <br />TABLE NO. 2304.10.1: <br />FASTENING SCHEDULE, CONT. <br />COLD-FORMED STEEL FRAMING <br />1.DESIGN, MANUFACTURE, AND INSTALLATION OF LIGHT GAGE, COLD-FORMED STEEL <br />JOISTS, PURLINS, AND STUDS SHALL CONFORM WITH CBC CHAPTER 22 SECTIONS <br />220 & 221. <br />2.STRUCTURAL LIGHT GAGE STUDS, TRACK, BRIDGING, AND ACCESSORIES SHALL BE <br />AS SPECIFIED IN THE " STEEL STUD MANUFACTURERS ASSOCIATION" MANUAL (ICC# <br />ER 3064P) OR AN ENGINEER APPROVED EQUAL AND BO FABRICATED USING THE <br />FOLLOWING MATERIALS <br />A.12, 14, AND 16 GAGE MEMBERS.......ASTM A570, GRADE 50 (50KSI) <br />B.18 AND 20 GAGE MEMBERS..............ASTM A611, GRADE C (33 KSI) <br />3.ALL WELDING SHALL BE IN CONFORMANCE WITH AWS D1.3, "STRUCTURAL WELDING <br />CODE -- SHEET STEEL". QUALIFICATIONS OF WELDERS SHALL BE IN ACCORDANCE <br />WITH AWS D1.1 CHAPTER 5, PART C, "WELDER QUALIFICATION". USE E70XX <br />ELECTRODES. <br />4.SEE LATEST EDITION OF THE AISI SPECIFICATIONS FOR THE :DESIGN OF <br />COLD-FORMED STEEL STRUCTURAL MEMBERS" FOR ALLOWABLE WELDS. <br />5.PROVISIONS FOR POSSIBLE VERTICAL MOVEMENT OF FLOORS AT WALLS SHALL BE <br />BY USE OF "SLIDE CLIPS". <br />6.TEMPORARY BRACING SHALL BE PROVIDED AS REQUIRED UNTIL ERECTION IS <br />COMPLETE AND SAFELY SECURES TO STRUCTURE. <br />7.CONNECTIONS SHALL BE DESIGNED IN ACCORDANCE WITH DETAILS PROVIDED AND <br />CBC LOADS AND DEFLECTION CRITERIA. CALCULATIONS AND DRAWINGS SIGNED BY <br />A CALIFORNIA REGISTERED CIVIL ENGINEER SHALL BE SUBMITTED TO AND <br />REVIEWED BY THE ENGINEER AND BUILDING DEPARTMENT BEFORE FABRICATION. <br />8.ALL FLOORS, CEILING, AND ROOF JOISTS SHALL BE UNPUNCHED. <br />9.ALL SHEET METAL SCREWS (S.M.S) SHALL BE "KWIK PRO" SELF DRILLING, SELF <br />TAPPING SCREWS PER ICC# ESR-2196, OR AN APPROVED EQUIVALENT. <br /> <br />3 <br />5 <br />3 <br />5 <br /> <br />W <br /> <br />G <br />A <br />R <br />R <br />Y <br /> <br />A <br />V <br />E <br />ST <br />O <br />R <br />A <br />G <br />E <br /> <br />R <br />A <br />C <br />K <br /> <br />A <br />N <br />A <br />L <br />Y <br />S <br />I <br />S <br />35 <br />3 <br />5 <br /> <br />W <br /> <br />G <br />A <br />R <br />R <br />Y <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @ramirezstructural <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-221 <br />DATE:9/16/24 <br />RAMIREZ <br />STRUCTURAL INC <br />STRUCTURAL <br />NOTES <br />S1.0