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B1 <br />B1 <br />B2 <br />B2 <br />B3 <br />B3 <br />B4 <br />B4 <br />B5 <br />B5 <br />B6 <br />B6 <br />BABA <br />BBBB <br />BCBC <br />BDBD <br />BEBE <br />B1 <br />B1 <br />B1 W8X13W8X13 <br />W8X13W16X36 (C = 3/4")W16X36 (C = 3/4")W16X36 (C = 3/4")W16X36 (C = 3/4")W18X40 (C = 1 1/2")W18X40 (C = 1 1/4")C12X20.7 (C = 1 1/4")W8X13W8X13W8X13W8X13W12X16W12X16W16X36 <br />W16X45 <br />W16X36 <br />W16X36 (C = 1 1/2") <br />W16X36 (C = 1 3/4") <br />W16X31 (C = 1") <br />W16X31 (C = 3/4") <br />W16X31 (C = 3/4") <br />W8X13 <br />W8X13 <br />W18X35 W16X31W16X31W16X31 <br />C3 <br />C3 <br />C3 <br />C6C6 <br />C3 <br />C3 <br />1,350# <br />3,800# <br />3,800#W16X31W16X31W8X13 <br />1,200# <br />1,115#1,115# <br />W12X16 <br />W8X13 <br />W16X31 <br />W16X31W16X31W8X13 <br />W12X16W8X13W14X22W8X13W8X13W14X22W14X22 W8X13 W8X13W8X13 <br />W8X13W8X13W8X13W12X16W12X16 <br />120#SLOPEROOFSLOPEROOFSLOPEROOFSLOPEROOFSLOPE <br />ROOF <br />SLOPEROOFSLOPEROOFFLAT HSS5x3x1/8 TYP. <br />UNDER DECK EDGE, U.N.O. <br />(+) 14'-3" <br />T.O.S. <br />(+) 13'-9" <br />T.O.S. <br />(+) 13'-10" <br />T.O.S. <br />(+) 14'-6" <br />T.O.S. <br />(+) 13'-9 1/2" <br />T.O.S. <br />(+) 12'-9" <br />T.O.S. <br />(+) 12'-6" <br />T.O.S. <br />FLAT HSS9X5X3/16 FLAT HSS9X5X3/16 <br />FLAT HSS9X5X3/16 <br />(+) 12'-4" <br />T.O.S. <br />(+) 12'-10" <br />T.O.S. <br />(+) 11'-9" <br />T.O.S. <br />(+) 12'-11" <br />T.O.S. <br />(+) 13'-1" <br />T.O.S. <br />(+) 13'-9" <br />T.O.S. <br />(+) 13'-1" <br />T.O.S. <br />FLAT HSS5x3x1/8 TYP. UNDER <br />SLOPED DECK EDGE, U.N.O. <br />B1 <br />B1 <br />B1 <br />100# <br />100# <br />250# <br />375# BELOW <br />9" <br />3' - 6"3' - 7 1/8"13' - 2"16' - 4"11' - 3"W12X16 <br />B <br />W8X13W8X13 <br />W8X133' - 8 3/8"9"9' - 6"5' - 3 1/2" <br />HSS5x3x1/8 FLAT <br />HSS5x3x1/8 FLAT <br />C2 <br />B1 <br />B1 <br />B1 <br />W16X31 <br />158' - 6" <br />12' - 6"26' - 0"13' - 6"70' - 0"36' - 6"123' - 0"6 <br />S622-1 <br />______ <br />8 <br />S623-1 <br />______ <br />3 <br />S622-1 <br />______ <br />3 <br />S622-1 <br />______ <br />3 <br />S622-1 <br />______ <br />HSS4x4x1/4 BM. <br />HSS4x4x1/4 BM. <br />HSS4x2x3/16 BM.WT3X8WT3X8WT3X8WT3X8 <br />WT3X8WT3X8WT3X8WT3X8 WT3X8 <br />W8X13 <br />WT3X8 <br />W8X13 <br />WT3X8 <br />WT3X8 <br />WT3X8 <br />WT3X8WT3X8WT3X8 <br />WT3X8 <br />WT3X8 <br />WT3X8 <br />WT3X8 <br />WT3X8 <br />WT3X8 <br />WT3X8 <br />WT3X8 <br />TYP. <br />@ COL. <br />14 <br />S621-1 <br />______TYP. <br />10 <br />S621-1 <br />______ <br />______ <br />S621-1 <br />11 <br />4 <br />S622-1 <br />______ <br />W8X13 <br />______ <br />S621-1 <br />11 <br />10 <br />S621-1 <br />______ <br />3 <br />S622-1 <br />______SIM.W8X1310 <br />S621-1 <br />______ <br />______ <br />S621-1 <br />11______ <br />S621-1 <br />11 <br />14 <br />S027-1 <br />14 <br />S027-1 <br />6 <br />S622-1 <br />______TYP. <br />@ COL. <br />4 <br />S622-1 <br />______ <br />7 <br />S622-1 <br />______TYP. <br />@ COL. <br />14 <br />S027-1 <br />14 <br />S027-1 <br />14 <br />S027-1 <br />8 <br />S623-1 <br />______ <br />14 <br />S027-1 <br />14 <br />S027-1 <br />7 <br />S622-1 <br />______TYP. <br />@ COL. <br />4 <br />S622-1 <br />______ <br />6 <br />S622-1 <br />______TYP. <br />@ COL. <br />TYP. <br />C9 <br />C9 <br />C9 <br />C9C9 C9 <br />C9 <br />C9 <br />C9 C9 <br />C9 C9 C9 <br />W8X24W8X24W8X24C12X20.7 <br />W8X24 <br />14 <br />S623-1 <br />______ <br />14 <br />S623-1 <br />______O.H. <br />14 <br />S623-1 <br />______ <br />8 <br />S621-1 <br />______ <br />85# <br />85# <br />W8X13 <br />9"4' - 7 3/4"______ <br />S623-1 <br />3 TYP. <br />______ <br />S623-1 <br />4 TYP.______ <br />S623-1 <br />7 W8X24______ <br />S623-1 <br />3 TYP. <br />TYP. <br />______ <br />S623-1 <br />7 <br />______ <br />S623-1 <br />7 <br />16 <br />S621-1 <br />______ <br />14 <br />S621-1 <br />______ <br />16 <br />S621-1 <br />______ <br />14 <br />S621-1 <br />______ <br />16 <br />S621-1 <br />______ <br />C9 <br />______ <br />S623-1 <br />3 TYP. <br />14 <br />S621-1 <br />______ <br />16 <br />S621-1 <br />______W8X24W8X13 <br />W8X13 <br />W8X24W8X24W8X24WT3X8WT3X8 <br />GRID BUBBLE AND NUMBER. SEE ARCHITECTURAL <br />DRAWING PACKAGE FOR DETAILED DIMENSIONS OF ALL <br />GRIDS SHOWN. <br />SECTION/ ELEVATION MARK. SEE REFERENCING DETAIL <br />NUMBER AND SHEET NUMBER FOR ADDITIONAL <br />INFORMATION. <br />DETAIL MARK. SEE REFERENCING DETAIL NUMBER AND <br />SHEET NUMBER FOR ADDITIONAL INFORMATION. <br />ELEVATION MARK <br />T.O.W. = TOP OF WALL <br />T.O. FTG. = TOP OF FOOTING <br />T.O. S. = TOP OF STEEL <br />INDICATES MECHANICAL UNIT MAX. WEIGHT. FOR TYP. <br />SUPPORT AND ATTACHMENT DETAILS SEE MECHANICAL <br />DRAWINGS AND DETAILS & <br />BEAM ID <br />INDICATES CAMBER <br />STEEL DECK AND ORIENTATION. FOR ADDITIONAL <br />INFORMATION SEE DETAIL <br />W16x26 <br />T.O.W. = 0'-0" <br />B <br />1 <br />LEGEND <br />______ <br />S500 <br />1 <br />1 <br />A101 <br />_______ <br />XXX# <br />(c = XX") <br />4 <br />S025-1 <br />8 <br />S026-1 <br />2 <br />S025-1 <br />1. THE TYPICAL DETAILS SHOWN ON THE S0XX-1 SERIES SHEETS SHALL APPLY IN ALL <br />CASES, UNLESS SPECIFICALLY SHOWN OTHERWISE. WHERE NO DETAIL IS SHOWN, <br />CONSTRUCTION SHALL BE AS SHOWN FOR SIMILAR WORK. SEE SHEET SPECIFICATIONS <br />AND TYPICAL DETAILS FOR ADDITIONAL INFORMATION. <br />2. UNCLEAR, CONFLICTING AND/OR MISSING INFORMATION SHALL BE BROUGHT TO THE <br />ENGINEER'S ATTENTION PRIOR TO CONSTRUCTION. <br />3. ALL DIMENSIONS ARE TO FACE OF WALL STUD OR CENTER OF COLUMN, U.N.O. <br />COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. <br />4. SEE FOUNDATION PLAN FOR COLUMNS SHOWN BUT NOT NOTED. <br />5. ALL ELEVATIONS ARE ESTABLISHED FROM AND RELATIVE TO FIRST FLOOR FINISHED <br />SLAB (0'-0" DATUM), U.N.O. FOR ACTUAL ELEVATIONS, SEE CIVIL DRAWINGS. <br />6. STEEL MEMBERS ARE EQUALLY SPACED BETWEEN DIMENSION POINTS, U.N.O., AND <br />SHALL FRAME TO CENTERLINE OF COLUMNS OR WORK POINT. <br />7. SEE ARCHITECTURAL DRAWINGS FOR WALL STUD SIZES AND SPACING, U.N.O. <br />8. SEE DETAILS FOR TYPICAL DECK TO BEAM CONNECTION CONDITIONS AT ALL <br />STRUCTURAL MEMBERS. ENSURE FLUTE OF METAL DECK LANDS ON BEAM/JOIST. IF <br />DECK FLUTE DOES NOT FULLY LAND ON MEMBERS, SEE DETAIL & <br />9. DO NOT SUSPEND PIPING, MAIN LINE CONDUITS OR OTHER UTILITIES FROM METAL <br />DECK ALONE. SUSPENDED T-BAR CEILING WITH LIGHT FIXTURES AND SOFFIT FRAMING <br />ARE ACCEPTABLE. <br />10. ALL MECHANICAL UNITS SHALL BE VERIFIED WITH MECHANICAL CONTRACTOR PRIOR <br />TO CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS. FOR FRAMING AT OPENINGS IN <br />DECK, SEE DETAIL . <br />11. SEE ARCHITECTURAL PLANS FOR PLUMBING PENETRATIONS. <br />12. FOR TYPICAL ROOF DRAIN SUPPORT, SEE DETAIL . <br />13. FOR STEEL BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS, SEE DETAIL <br />14. ALL COLD FORMED JOISTS SHALL HAVE JOIST BLOCKING INSTALLED PER <br />ROOF FRAMING NOTES <br />8 <br />S026-1 <br />9 <br />S026-1 <br />8 <br />S027-1 <br />4 <br />S029-1 <br />3 <br />S026-1 <br />4 <br />S026-1 <br />ROOF DESIGN LOADS <br />ROOF DEAD LOAD - MPR <br />ROOFING <br />COVER BOARD (1/2") <br />LIGHTS <br />STEEL FRAMING <br />STEEL DECK <br />RIGID INSULATION <br />MISCELLANEOUS <br />TOTAL <br />ROOF DEAD LOAD - TYP. <br />ROOFING <br />COVER BOARD (1/2") <br />STEEL FRAMING <br />STEEL DECK <br />RIGID INSULATION <br />SUSPENDED CEILING W/ ELECTRICAL <br />MECHANICAL <br />SPRINKLERS <br />MISCELLANEOUS <br />TOTAL <br />ROOF LIVE LOAD <br />LIVE LOAD <br />1.0 PSF <br />2.0 PSF <br />0.5 PSF <br />5.0 PSF <br />2.6 PSF <br />1.5 PSF <br />2.4 PSF <br />15.0 PSF <br />1.0 PSF <br />2.0 PSF <br />4.0 PSF <br />2.0 PSF <br />1.5 PSF <br />2.0 PSF <br />2.0 PSF <br />2.0 PSF <br />1.5 PSF <br />18.0 PSF <br />20.0 PSF <br />REDUCIBLE PER CBC 1607A.12 <br />E <br />NALN EERNIG <br />RNOIAIPRTREIGRESDECLAIFFTOES TAFOESSNo. S5609OS TRUCTURALERICS.BAILE Y <br />TT, FRESNO HEADQUARTERS VISALIA l BAKERSFIELD l MODESTO l SAN LUIS OBISPOA R C H I T E C T S E N G I N E E R S C O N N E C T E D ETERLLPETERIIIDRAWING TITLEPROJECT NO. <br />DRAWING DATEDESCRIPTIONMARKproperty rights in thesePLOT DATE:copyright and other reserves its common lawTeter, LLP expresslyinstrument of professionalincorporated herein, as anideas and designsplans. This document, theprior written authorization.any other project withoutin whole or in part, forservice, is not to be usedNOT FORCONSTRUCTION3/8/2019 11:21:35 AMC:\Users\Luis.Valtierra\Documents\10744-S-SUSD NEW ELEMENTARY SCHOOL-2017_Luis.Valtierra.rvtS320-1 LOW ROOF FRAMING PLANNEW ELEMENTARY12/18/1818-10744SCHOOLSTOCKTON USD2111 QUAIL LAKES DR., STOCKTON, CA 65207100% CDD 1/8" = 1'-0"8LOW ROOF FRAMING PLAN N.T.S.NOTES, SCHEDULE & LEGEND <br />COLUMN SCHEDULE <br />Type Mark DESCRIPTION COMMENTS <br />C1 HSS4X4X3/16 <br />C2 HSS4X4X1/4 <br />C3 HSS5X5X3/16 <br />C6 HSS7X4X1/8 <br />C7 HSS7X7X1/2 <br />C8 Pipe5STD SEE 4/S521-1 <br />C9 HSS6X6X1/4 SCREEN ON 2/S623-1 <br />NORTH