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10-797-013000 /•• Y V • i f• V V Y • A S201 8CU1.25x045 North Exterior Elevation 7 -, S501 W10x22 120iIrL 2 J t u U<7 J J i a r N U J J i , n n N ti J J t A m o ".Y 4] J J A A N LO m M J i N m J i m U U J J > > N m m co J J t a pp w 9 N m m U J J > i w o N m U U J J A N mm Y m m 1(i J .� w Ifi r m I+ L �Q U J A o 1l1 7 J u S501 N m w 'f 15 S501 0 X 1"/12" 7 -� 15 b S501 N N n3 �w SIM. 2 a 4 1 1/2" OGa. Met I B Deck - All U U U 501 U U 04 U 0 U 0 U v 0 0 J J J J J J J J J J J J J J J J J J J J J J f 1 .� A i ! 1 i i jb i e A > i M A!i -AA A A V n r u m n m (• u o u cam, o 2w .r in CD(r> m 11Courtyard -North 22071r w ti Y 1X22 W> .r to ti u� U U U U U U U U U U U U U U U U U U U U U J J - J J J U J J J J J J J J i J J J J J i J a J J > i i i i a CO j i i -AA N 'f C,w A A n -A (n -Ai •� C' m f1 w O N LO 1[1 b r n m O w •) m O O n m ti N n N 1� N M m O m 0 X LO n C) b C) co C) C) C-) CD d C)X O LO � O � O P © O O O O N O O O CX O O O P b O O O O so N N N N N N N N N N N 00 N 00 M N 00 N N Cl) X X SIM 65J0 1 U N NJ Nfm J JNm UN JNr J N i i J � Na JM i JL i AJ JrN r m m Wax15ax15 O W +, 11 170cIr LC 9 I 5501 B I O I = I N w o N N 6253^kCing$� -33 C s2o2 ) 362�62 w 8CU1.25xo45 x N IJ : S502 SIM I w 1i2 1r LG1 Wix15 1621r C1 I 119Ir LC1 472 Ir LC2 472 I LC2 LC2 4901r LC1 $ZS2.5OxO90 i Ir LC1 5941r Ci 560 Ir LC2 i Ir LC2 7 719 I LC2 HIGH S502 4G2 Ile LC1 8ZS2.50x090 6931 1 602 r LC1 19 543 Ile LC2 82 Ir LC2 N 725 Ir 2 X B 0 501 4G4 Ir LC1 aZS2.50x090 c51 I C1 7 G1 r LC1 LO N LO 540 Ir LC2 8321 LC2 I 74 Ile LC2 � X N U b 457 lb LGi SZS2.5OxO9O 6551b C1 6301r LC1 530 lb LC2 1 a $42 Ir 15 Ir LC2 5501 410 Ile LC1 $ZS2.50x090 636Ir C7 Z 589Ir LC1 47i Ir LC2 783 Ir LC2 727 Ile LC2 6 U 1 1/2' 20Ga. Metal B Deck S501 j m 30i Ir LC1 W=x21 30 LC1 S51r LC1 472 Ir LC2 74 LC2 1 Ir LC2 Ur 492 Ir LC1 8ZS2.5Ox090 45� LC1 I 41 r LC1 Y5ii Ir LC2 572 LC2 I b f 512 Ir LC2 I I I N 0 4iBir LC1 8ZS2.50x090 4651 LC 4101r LC1 N LO m 5i5 Ile LC2 p 575 Ir 2 t- N 513 Ir LC2 ti X I X N LO N b , X i171r LC1 azs2.5oXo90 7+Ji Ile 1■X. N 677 Ir LC1 b J � � � 5i51r LC2 5751 LC2 � 50 Ile LC2 I ] so i 11551r LC1 8ZS2.50X090 11 I► LC1 S5 22 HIGH 546 Ir LC1 7 5ii Ir LC2 7 LC2 I 501 Ile LC2 S502 HIG /_1013 710131r LC1 WiX1 i lb LG1 2351 Ir LC1 I LO y 718 Ile LC2 718 Ir LC2 220411 LC2 4 O LO S502 N x Myl T2V 7 1(5501 �- 15 S501 LO qW O Ln N U N r gyp, B y...>^ a S502 ; aC U 1.25xO45 U J N U J A p W 1 Ox30 N N U U J J N U J U J N U J U J N U J U J N U J U J N U J U J N U J U J N U J U J N U U J J U J N U J U J i N U J A A N U J U J t (O') 0AP h Y .0 P .YM (h a 40] i i 8 i A (n M M M Sj JU o -A f`m") N M LaoY :2 N � o X 1"/12" X 1 1/2' 20G2. Miftill B Dec J t N J i U i N U a n U J N J , _ U J i N U J i U J i N U J i U J i N U J U J i N U J U J i U N J U i Y (V U , - U N U U J J = J U U r r (• m (n O m r m i f Y A W 10x30 r of f m m O � w � h (• M � p » i38 Ile LC1 U v w J N J J 19 U U U J JAll ] U U 536Ir 6 LG2 J -4 ' '-_ i . a m , AM i U S501 S5O2 U l U J m * .r n n r n N Y O N J Om u4 Y O h Y O J � a U N r �, p J n a b o b b O a 3 BAYS Y o 0 0 0 0 Y o o EA END "' o b OX O o O 'o o dLo O LO N b C?O b C) C!O J c) O } r o N N N N N N oX o o N » X O C) b 00 CV N N O NN iXi 00 00 N U U J N N U i A mr f (• J J J i n ! J Aco p" O �B N 4 m U S55 01 J a J _ N U J N U J U J N U J N („) U J N U U J U -4 N U U J N U U J N U 0 J N U _ U J 4 i A i J J A i J , a n A M J A i m J , m J - m J a S502 O (' O M w °' m r (' M w (" co WSX24 N I I� I X x U IJ I 4 W8x21 21411. LCi S502 i0c lb LG2 G25 Ile, LC2 5ZS2.50x105 b LC1 $75 lip LC i9 Ir LC2 72 1051rLC6 BZS2.50x105 706 1r LC1 990 Ir LC1 858 Ir LC2 19 1082 Ir LC2 S501 iZS2.50X105 700 Ir LC7 $77 Ir LC1 842 Ir LC2 1071 Ir LC2 SZS2.50x105 672Ir LC1 87016 LC1 672 Ir LC2 1061 Ir LC2 CV aZS2.50x105 ° 5771r LC1 757 Ir LC1 716 Ir LC2 546 Ir LC2 x 1 1/2" 20Ga. Metal B Deck W8x21 3551r LC7 3951r LC1 851 Ir LC2 ic! Ir LC2 SZS2.50x105 661 Ir LC1 717 Ir LC1 $29 Ir LC2 90$ Ir LC2 8ZS2.50x105 674Ir LC1 19 7331r LC O844 Ir LC2 S501 524 Ir LC2 iZS2.50x105 1176 Ir LCt 12801r LC1 850 Ile LC2 129 lb LC2 B $ZS2.50x105 16751r LC1 18201r LC $55 Ir LC IIP fCJ2 W10x30 10231r LGi 7 r� 585 Ir LC O q 45G Ir LC1 III LC1 5951r L iCS1.625XO71 c N &CS1.625X071 683 Ir LC1 ifi310 LC1 � �j q 237 Ir LC2 362 Ir L 333 LC2 379 Ir LC2 479Ir LC2 i 7 � South Exterior Elevation 17 S501 S501 S201 1 LOW ROOF FRAMING 1 /411 = 1'-011 4 Wax15 iZS2.50x105 SZS2.50x105 aZS2.50x105 aZS2.50x105 $ZS2.50x105 Wix21 8ZS2.50x105 8zs2.50x105 8ZS2.50x105 8ZS2.50x105 wax, a SCSI .625XOT Y -/ tr- PURLIN BLOCKING AT 1/3 POINTS, TYPICAL 15 S501 N U a 7"V 5501 SYMBOL LEGEND 1 DETAIL MARK A101 SHEET NUMBER ��- INDICATES EXTENTS OF SPAN INDICATES SPAN DIRECTION rU GOB/ INDICATES COLUMN INDICATES WF BEAM INDICATES Z PURLIN OR C SECTION INDICATES PURLIN X-BRAG I N G P--�'i I r 4,i"I'l SECTtO 214Ir LC1 r / + �," $r251r LC2 w 757 Ir LC2g 623 Ir LC1 753 Ir LC 1' S501 c3sIrLC1 Ln U) Low Roof Plan Notes: 765 Ir LC2 M N v 1. SEE CALCULATION/ STRUCTURAL NOTES FOR ROOF LOADING 84 EXTENT 6431b LC1 'O OF GREEN ROOF. 2. Z PURLINS BEAR ON STRUCTURAL STEEL SHAPES. 7741r LC2 3. PROVIDE X-BRACING @ THIRD SPANS WHERE INDICATED PER LEGEND. B a -A 4. SUPPORT LINES ON GRIDS A, B, & D FROM 1 TO 1.5 HAVE FULL DEPTH S502 GOOIrLC1 BLOCKING TO UNDERSIDE OF "B" DECK PER 7/S502. 5. AT UPPER LEVEL ROOF, GRIDS A, B, C, & D FROM 2 TO 3 HAVE FULL 7721r Lcz DEPTH BLOCKING PER 7/S502. 6. AT GRIDS 5, 4, & 3 PROVIDE FULL DEPTH BLOCKING THREE BAYINTERIOR OF EXTERIOR WALLS. 3 1lLGi 7. Z PURLINS ARE CONTINUOUS OVER SUPPORTS OR LAPPED PER 18/S501 B e69 Ir LCI _CI t,IEREINQICATE S. ROOF DEIGN LOADS: 52211. LC1 z I ROOF DL: 12 PSF c441r Lc2v DL: 25 PSF W/ ROOF SCAPE LL: 20 PSF 5211J r Lct m WL: 34 PSF (UP) LOW ROOF 68 PSF (UP) @ EAVES cos Ir Ll I O X 9. LC1 - 0.6 DL + WL. ALL LOADS ARE UP (Ibs.) O t^ N ti 10._LC2 - DL + ILL. ALL LOADS ARE DOWN (lbs.) i63 Ir L 1» I N O W x • • • V • V• • U Y U G_ Lt- C W� u V 44 Y11 •• u f a),VV • • • •f I N • '^ W 0-e i OO co J x U N Z O lr I..L� vJ © z 2 0 z Z 0 O U O m U i Ir LC2 I X LO W S5 c N DRAWN BY: IN F) 0 B N. Tanner 1 Ir LC1 I J U < N B c341b4I x CHECKED BY: 11l71rLc1HIJ. Crllly C2 A,``�) 614Ill LC1 l 342 Ir LC2 ��•�r��� . �',.',, SCALE: s� As indicated DATE: 11 Aug 2010 PROJECT NO: 10031 SHEET: ISSUED FOR PERMIT ENGINEER SEAL Drawing No: S101 THE UNDE IS NT THE GNED 11 Aug 2010 OOF RECORD ORTHIE OVERALL PRO ECTGINEER