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P 301-0'1 T 21'-41' T 21'-4' ®
<br /> 2,4'-4" ©
<br /> / 56"--I" SCD
<br /> • 10'-1" C)
<br /> / 25'-e7'' C)
<br /> /
<br /> _
<br /> C) \\ 1/54.2 ;'11-11"
<br /> kitStiN 20K3
<br /> [LOVI ROOF ._ .4,4.,..\,,,t
<br /> *
<br /> PER 52.2 K ktir',%,,
<br /> ,
<br /> 5/DECK EL. = 1/541 .„.4
<br /> 15'-Ht'
<br /> 20K3
<br /> ot
<br /> 5/54.2 > 51M.
<br /> ,
<br /> LI_ A-
<br /> 22 PSF
<br /> 1/55.5
<br /> V E INI4x22
<br /> 20K3
<br /> Z? 1W1 N
<br /> kg's 5/DECK EL. =
<br /> ,z *41 14 -/// '71 r,f'4411, 20K5 , 5/54.2 251-8161I cv
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<br /> SLOPE
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<br /> (NE,- r*,--- -2 v '', v v NI , ON
<br /> - v " 1 20K
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<br /> $
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<br /> lAil3x35 lAilax40 ,74 20K3 V
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<br /> Ate,,(4,r) , viisx35
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<br /> 44iip, 5-r PSF ,*/
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<br /> 12/54.0 (,1 (-1
<br /> 20 II/2"x 20 GA. , / -.,,,kN.,
<br /> ,
<br /> ROOF DECK. --4',:isioNAL
<br /> SEE NOTE 2
<br /> '4E441111 0,,
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<br /> 456.r
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<br /> ,,%kk''..t441 °K
<br /> 5/55. t,k 2 3 PER 6/S5.3
<br /> Vilbx35 1118x40 * 20K3
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<br /> ® \ lAii x 12x11
<br /> 61m...11 I
<br /> (4)EQ.SPACES .),_ <
<br /> mimik
<br /> < 2/54.2 4 b/54.2 -,,
<br /> 5/DECK EL. = 3/542
<br /> 5/DECK EL. = 11/2" x 20 SA.
<br /> 22'-I 11/2"
<br /> QUANTUM
<br /> 9 ,, 11,-0" ROOF PECK.
<br /> SEE NOTE 2
<br /> CONSULTING
<br /> !i
<br /> iN
<br /> cl -,
<br /> ENGINEERS
<br /> 1511 THIRD AVENUE
<br /> SUITE 323
<br /> C) SEATTLE,WA 98101
<br /> TEL 206.957.3900
<br /> !
<br /> FAX 206.957.3901
<br /> '''i:
<br /> i
<br /> LEGEND: www.quantumce.com
<br /> ROOF PLAN NO'rE-5:
<br /> ROOF 5140,4 DRIFT PLAN NOTES:
<br /> INDICATES BOUNDAf'r FOR
<br /> ROOF DECK CONNECTION I-
<br /> SEE SHEETS 51.0,51.1 AND 51.2 FOR GENERAL STRUCTURAL NOTES AND 1. ROOF5N01IDRIFTsN0IAILSON0AiASLOOAN DSAREREMAINDERSHOIAIONF INROAODFD.ITION TO 20 PSF UNIFORM
<br /> PER 2/55.3 co
<br /> ABBRE\./IATION5.
<br /> 0 0
<br /> L: cy
<br /> 2 ›- ,;
<br /> 1 i, 2. *TYPICAL ROOF DEC,K SHALL I3E 20 GA x 11/2"DEEP TYPE B STEEL DECK, 2. DESIGN ROOF JOISTS FOR GO\fERNING LOAD CASE USING SFN5ONIN0L010i,A.,107:0
<br /> 1 0 6,
<br /> 11 U.O.N.PER 2/55.3.
<br /> (TNHIATHT0INuTCLDURDIEFTD).RIFT LOADS(NOTE I) OR A UNIFORM 25 P5
<br /> -° F- 1--
<br /> --* PINIEDRIC6A/sTE55,3BEAM BRACING
<br /> •I (-1 1
<br /> 3. SEE SHEET 55.0 FOR TYPICAL STEEL FRAMING DETAILS.
<br /> 0
<br /> .!I
<br /> ' Z LI11.1 (I)
<br /> 3. ROOF DEAD LOAD EQUALS 12 PSF.
<br /> (I') < z
<br /> 4. SEE SHEET 55.3 FOR TYPICAL ROOF FRAMING DETAILS.
<br /> 4. AVERAGE NET DESIGN IAIINE2 UPLIFT EQUALS 12 PSF.
<br /> 25' <C 6
<br /> i',
<br /> i!
<br /> ())) CD >
<br /> 1 1
<br /> a) 0 (CI LCF-I 0
<br /> Drawing:
<br /> H
<br /> A k ROOF FRAMN6 FLAN
<br /> .,'
<br /> SCALE: 1/5" = 1"-0" S2.3
<br /> :
<br /> ,! :1
<br /> 6816 Evergreen Way- B1206-014
<br /> Job NI,,b&
<br /> 12104.01
<br /> :,:
<br />
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