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TYP AT 2 <br />JST <br />TYP 3 <br />BTVVN <br />JST `� <br />EO <br />6U 816 <br />TYP 5 TYP 4 <br />BTWN L AT <br />L 54.01 <br />L4x4x1/4 L4x4xl/4 L4x4x1 <br />BO DECK <br />ELEV = 34'-1 1/4" <br />x <br />r <br />L4x4x1/4AT10'0°OC <br />WALLANCHORAGE <br />0 <br />x ¢ <br />v- <br />x <br />I 00 <br />36 LH 299 l 188 18 <br />0 <br />1 <br />TYP <br />54.04 <br />I 36 LH 294 / 188 Cl40 <br />M <br />ie <br />c <br />x <br />x <br />0 <br />x <br />C <br />x <br />zo <br />M <br />x <br />x <br />J a <br />z <br />CL <br />� M <br />x <br />x10 <br />oa <br />J < <br />BO DECK N <br />ELEV = 31'-4" N <br />s <br />m <br />BO DECK <br />ELEV = 3221/2"� <br />SLOPE 0.99" PER FT <br />MAX SLOPE VARIES <br />3 <br />s4:a4 <br />2 <br />54.1 <br />2 <br />I <br />I <br />1 <br />54.01 <br />6 <br /><S:4.1 <br />TY <br />60 -71 <br />L4x4x1/4 I L4x4xl/4 L4x4x1/4 7BO DECK <br />P1 Pv ='lP,'_d„ <br />BO DECK W 30 x 90 C=l %" <br />:V = 36'-4" <br />BO DECK <br />:V = 364" <br />a BO DECK <br />/ ELEV r 36'4' <br />FRAME SKYLIGHT --� <br />OPENING PER <br />50.05 <br />TYP <br />36 LH <br />3 <br />I <br />237'-0" _ <br />I <br />1 <br />10 <br />L4x4x1/4 L4x4x1/44 <br />BO DECK <br />ELEV = 35 -0" <br />T-7" TYP UNO <br />CD <br />LO <br />Clq <br />SLOPE 0,26" PER FTC <br />QR <br />CD <br />z <br />r- <br />0 <br />6 <br />14.0' <br />TYP <br />BO DECK <br />V - �sR-0" <br />BO DECK <br />ELEV = 35'-0" <br />li�,-) TYP <br />30'-21 �" <br />s <br />I I <br />I I� <br />30 -216 <br />Typ TYP AT 54.01 <br />—� <br />3 2 <br />BTV (N 54.01 ��®��`j JST <br />JI <br />r I 1 <br />W 30 x 90 C=1 %" <br />SLOPE 0.73" 0,62" PER FT <br />MAX SLOPE VARIES <br />8'-4" <br />4 <br />4.S <br />26'-11 5° <br />BO DECK <br />31'�1n 1/4" <br />36 LH 329 f 208\ I.I lAT 8'-4" TYP UNO <br />28'-4" <br />�J <br />o <br />w <br />0 <br />Q <br />¢o <br />c� <br />�. <br />CIA <br />r <br />BO DECK <br />W_1t) 11A" <br />\ BO DECK <br />ELEV = 31'4° <br />TYP AT <br />3 <br />54.02 JST <br />— <br />BO DECK <br />ELEV = 31'-101/4" <br />TYP <br />I <br />4 <br />BTWN <br />54.02 <br />JST <br />22 GA ASC STEEL DECK <br />' <br />DFB-36 ROOF DECK - (3) <br />cL <br />SPAN MIN - ATTACH PER <br />SCHED <br />00 <br />00 <br />BO DECK <br />C1 ; <br />i <br />ELEV= <br />x <br />BO DECK <br />= 3V-10 114" <br />I�BO DECK <br />DECK <br />✓�qm <br />BO DECK <br />=1 F1/ r an <br />I <br />I <br />EXT FACE <br />OF PANEL <br />TYP AT L <br />4 <br />54.01 <br />— 5 TYP <br />54,01 BTWN L <br />J-3 <br />x <br />�r <br />3 TYP <br />22 GA ASC STEEL DECK BTWN <br />DFB-36 ROOF DECK - (3) 54.01 JST <br />2 SPAN MIN -ATTACH PER <br />54,01 SCHED <br />TYP AT <br />JST <br />ROOF FRAMING NOTES: <br />1. SEE SHEET S0.01 FOR STRUCTURAL NOTES. SEE SHEET S0.03 FOR TESTING AND <br />INSPECTION NOTES. SEE SHEET S0.05 FOR TYPICAL DETAILS. <br />2. STEEL JOIST DESIGNATION IS SHOWN AS TOTAL LOAD IN POUNDS PER FOOT OVER THE LIVE <br />LOAD IN POUNDS PER FOOT. <br />3. JOIST GIRDER LOAD DESIGNATION IS SHOWN AS TOTAL LOAD IN KIPS OVER LIVE LOAD IN <br />KIPS ON EACH PANEL POINT. <br />4. AT EACH COLUMN SUPPORTING JOIST GIRDERS, STEEL JOIST MANUFACTURER SHALL <br />MATCH THE BEARING DEPTH OF ALL JOIST GIRDERS FRAMING INTO COLUMN. <br />5. AT EACH JOIST GIRDERIWIDE FLANGE BEAM SUPPORTING STEEL JOISTS, STEEL JOIST <br />MANUFACTURER SHALL MATCH THE BEARING DEPTHS OF ALL JOISTS FRAMING INTO JOIST <br />GIRDER/WIDE FLANGE BEAM. <br />6. STEEL JOISTS AND JOIST GIRDERS MAY HAVE NON-STANDARD BEARING HEIGHTS, STEEL <br />DETAILER TO COORDINATE HEIGHT OF BEARING SEAT WITH JOIST MANUFACTURER, <br />UNLESS NOTED OTHERWISE STEEL JOISTS SHALL HAVE 5" JOIST BEARING. <br />7, STEEL ROOF JOIST SUPPLIER SHALL PROVIDE BRIDGING FOR STEEL JOISTS PER STEEL <br />JOIST INSTITUTE AND MANUFACTURERS RECOMMENDATIONS. IN ADDITION TO LOADS <br />SHOWN, BOTH JOISTS AND BRIDGING SHALL ALSO BE DESIGNED FOR A NET UPLIFT OF 12 <br />pef. <br />8. STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR LOADS <br />DUE TO SPRINKLER SYSTEM. CONTRACTOR SHALL COORDINATE AND PROVIDE JOIST <br />MANUFACTURER WITH MAGNITUDE AND LOCATION OF LOADS. JOIST MANUFACTURER <br />SHALL BID 2501b "ADD LOAD" AT EACH JOIST U.N.O. CONTRACTOR SHALL ATTACH POINT <br />LOADS TO JOIST PANEL POINT OR, PROVIDE ADDITIONAL FIELD INSTALLED ANGLE WEB <br />REINFORCEMENT. <br />9. STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS AND JOIST GIRDERS FOR ANY <br />ADDITIONAL SPECIAL LOADS AS INDICATED ON THE STRUCTURAL DRAWINGS, THESE LOADS <br />SHALL INCLUDE SNOW DRIFTING, MECHANICAL EQUIPMENT, AXIAL SEISMIC FORCES, CHORD <br />FORCES, ETC. AXIAL LOADS IN JOIST AND GIRDER TOP CHORDS AS INDICATED, SEE <br />GRiDER/JOIST AXIAL LOAD SCHEDULE, <br />10. STEEL JOIST MANUFACTURER SHALL LOCATE, SIZE AND PROVIDE ERECTION BOLTS AS <br />REQUIRED. STEEL DETAILER SHALL COORDINATE LOCATION OF BOLT HOLES IN ALL CAP PL, <br />EMBEDS, ETC. <br />11. LOADS DUE TO HIGH LIFT OVERHEAD DOORS HAVE NOT BEEN INDICATED IN THE ROOF <br />DESIGN. CONTRACTOR SHALL COORDINATE SIZE AND LOCATION OF FRAMING REQUIRED <br />TO SUPPORT HIGH LIFT DOORS <br />12. X'-X" INDICATE TOP OF DECK ELEVATION AT THE LOCATION INDICATED <br />13. AT SHADED REGION STEEL JOIST MANUFACTURER SHALL DESIGN STEEL JOISTS FOR 1000 <br />LBS POINT LOAD AT ANY TOP OR BOTTOM CHORD PANEL POINT AND STEEL JOIST GIRDERS <br />FOR 1500 LBS POINT LOADS AT TWO ADJACENT TOP CHORD PANEL POINTS TO ACCOUNT <br />FOR FUTURE MECHANICAL UNITS. <br />14, SKYLIGHT AND ROOF ACCESS SHALL BE FRAMED WITH L 5 x 5 x %s UNDER EDGES OF <br />OPENING PER DETAIL 8/50.05, <br />N <br />W � <br />rn <br />¢� <br />rn 0 <br />",_ U <br />Q co j <br />�Lo <br />N <br />oXz <br />cv o Gt <br />ErnF El <br />x <br />"Ng <br />N <br />Lij 0 h <br />LU <br />L, <br />M <br />L, <br />lQ £ <br />- � cv <br />U) <br />�x <br />n <br />5` <br />Cn <br />r. <br />c <br />�i <br />-o <br />ID <br />w <br />2 U O d <br />Paz <br />a2,� <br />�r <br />0 <br />ea <br />tJ <br />z <br />o <br />Cl <br />F <br />�' <br />0co <br />r <br />0 <br />LL <br />Ul <br />v <br />A <br />g <br />ca <br />cv <br />U <br />0 <br />en <br />c� <br />4-s <br />T v <br />Al c°r <br />Y <br />� <br />TACOMA SEATTLE SPOKANE ° TRI-CITIES <br />x <br />4� <br />ct> <br />2215 North 30th Street, Suite 300 Tacoma, WA 98403 <br />253,383.2422 TEL 253,383.2572 FAX vAwahbl.com 'race <br />} ° <br />