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HomeMy WebLinkAboutS2.04x L I 4, J U 18><35(14-10-14) 8X3504 I j ► 1 1 1 WIZ<14 R= 1S.5K %1Z c14 ID I x 3' 2 C GA/' Yf-t- N x UJI; �14� Lo (9 /12 12 \ x ­�'Bb I ! + + �7 3b twi-t4i -J�ad�- DE * 0 W12Y14(0) �D cj) &/T-2 'C12x2O.-! IT/S 12' V ;EDGE OF 8X40(14-10 14) W 13X46(14-10 4) 38X46(14-10. 14) W 8 >t50(141-10 14) .0 40 k* fR=34BK El")GE OF SLA13 BELOW 5-! O!=!NG C,NC)f=T' ROOF ----- - 12 R 2 1.5K L �p LU to I X X V CN x I L3 9 X 1/4 KIC rEFR5 AT x x 1/4 F ONT6 M 1E'l 21/41 s _T 8401 1 i 1 5410 8410 W10> lr��4 10 14) I LL o(IJ-10 La to i 01 N op 01 1 L LU 48XF70(14-10 14) Uf Ok4004-10 14) L48X50(14-10 14) R 2 �,.CK C4 -40L 7 7 840(14 -10 14) - R 36,2K R 3 ro -2 K 9401 �o .0 x W14X43 -9 x ECK T_ -C-op-- �vl ELE X x sTAIR &J-ptl pt 7 -X, If (p, t wirol,26(14) W18X4(n 8 -6 -6- 2. W18X40� a o o Ln go 7D T/5+11'- 00 R= .OK , _1 J R= 283K X x Inex3e)(8-ro N R=2.3< x 411 V_ cil-41 CIA vi R=: 13< (P c"11 x n LU12 0) X x x x Q C-4 V-C,4 IY rz 'I-, . W14 2(8) Lo -_ " i (1) 1 1 c'4: -71 D U01 i x x CA W!4X22(18) x x X X ""'x ' W�4�<:!2(20) x LU14X?2(5) 4 ff D R I !.IK R =215K 61 D R x R= 1416K L*vATo6R c14 EL Mr=Ck 84 IAFT 3 540-1 3. op- 77t7 t"Ext 10)T "70IR X'11 't�lax _T jl Is oop OR ��!13 35(14) *& L 1WIaX50(I2_io_!o-1p'1 ,oi I L04 2(b) 00, 1 so, 2c3.2< so" 8X50(14 -10 14) ;11 41 8X50( 14 -10 14) 8X50(14 -10 14) w ro R = 3ro.2K I U IBX50(14-10 14) R c 3ro.2K R=36�2K W18>-4ro - - i �) I #0 14. k* .014 41 /.0%, R=B4. %kl R = 36.9K R = 325K FOR CANOPY SECTIONS AND a 0 EDGE OF FLAT LOW _\� DETA ILS SEE SHEET 64-08 DIA. ROD 4 TU!RN5UCKLE BRACING -7 Y CANOP ROOF DECK _7f/ae' F l 0) Q r4) < E:)6E OF 6 �IING HIG \VECK EDGE OF SL,45 5ELOW cV II W12X/40 CANOPT ROOF jh I EDGE OF SLOPING HIGH 5'_o' '44 O.P.C. 4 AMILIM FRAMfWz F11-44 NOTES. a- 20 GA, T-T-PE _1,�ZOOF t4 C,,",NOf�'T' ROOF DECK-- L SEE 85 .01 FOR STRUCTURAL NOTES 4 DESIGN DATA. F) z T-1Et4L DE t<� 2. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. THE MECA4ANIGAL, ELECTRICAL, AND PLUMBING; ASPECTS ARE NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT x L I 4, J U 18><35(14-10-14) 8X3504 I j ► 1 1 1 WIZ<14 R= 1S.5K %1Z c14 ID I x 3' 2 C GA/' Yf-t- N x UJI; �14� Lo (9 /12 12 \ x ­�'Bb I ! + + �7 3b twi-t4i -J�ad�- DE * 0 W12Y14(0) �D cj) &/T-2 'C12x2O.-! IT/S 12' V ;EDGE OF 8X40(14-10 14) W 13X46(14-10 4) 38X46(14-10. 14) W 8 >t50(141-10 14) .0 40 k* fR=34BK El")GE OF SLA13 BELOW 5-! O!=!NG C,NC)f=T' ROOF ----- - 12 R 2 1.5K L �p LU to I X X V CN x I L3 9 X 1/4 KIC rEFR5 AT x x 1/4 F ONT6 M 1E'l 21/41 s _T 8401 1 i 1 5410 8410 W10> lr��4 10 14) I LL o(IJ-10 La to i 01 N op 01 1 L LU 48XF70(14-10 14) Uf Ok4004-10 14) L48X50(14-10 14) R 2 �,.CK C4 -40L 7 7 840(14 -10 14) - R 36,2K R 3 ro -2 K 9401 �o .0 x W14X43 -9 x ECK T_ -C-op-- �vl ELE X x sTAIR &J-ptl pt 7 -X, If (p, t wirol,26(14) W18X4(n 8 -6 -6- 2. W18X40� a o o Ln go 7D T/5+11'- 00 R= .OK , _1 J R= 283K X x Inex3e)(8-ro N R=2.3< x 411 V_ cil-41 CIA vi R=: 13< (P c"11 x n LU12 0) X x x x Q C-4 V-C,4 IY rz 'I-, . W14 2(8) Lo -_ " i (1) 1 1 c'4: -71 D U01 i x x CA W!4X22(18) x x X X ""'x ' W�4�<:!2(20) x LU14X?2(5) 4 ff D R I !.IK R =215K 61 D R x R= 1416K L*vATo6R c14 EL Mr=Ck 84 IAFT 3 540-1 3. op- 77t7 t"Ext 10)T "70IR X'11 't�lax _T jl Is oop OR ��!13 35(14) *& L 1WIaX50(I2_io_!o-1p'1 ,oi I L04 2(b) 00, 1 so, 2c3.2< so" 8X50(14 -10 14) ;11 41 8X50( 14 -10 14) 8X50(14 -10 14) w ro R = 3ro.2K I U IBX50(14-10 14) R c 3ro.2K R=36�2K W18>-4ro - - i �) I #0 14. k* .014 41 /.0%, R=B4. %kl R = 36.9K R = 325K FOR CANOPY SECTIONS AND a 0 C12x201 T/,5+12'-9' DETA ILS SEE SHEET 64-08 EDGE OF FLAT LOW M -- cn t 0 _j CANOPY ROOF DECK 0) Q r4) < E:)6E OF 6 �IING HIG \VECK EDGE OF SL,45 5ELOW cV II W12X/40 CANOPT ROOF SLOPING CANOPY ROOF 00 00 0 O.P.C. 4 AMILIM FRAMfWz F11-44 NOTES. a- x L I 4, J U 18><35(14-10-14) 8X3504 I j ► 1 1 1 WIZ<14 R= 1S.5K %1Z c14 ID I x 3' 2 C GA/' Yf-t- N x UJI; �14� Lo (9 /12 12 \ x ­�'Bb I ! + + �7 3b twi-t4i -J�ad�- DE * 0 W12Y14(0) �D cj) &/T-2 'C12x2O.-! IT/S 12' V ;EDGE OF 8X40(14-10 14) W 13X46(14-10 4) 38X46(14-10. 14) W 8 >t50(141-10 14) .0 40 k* fR=34BK El")GE OF SLA13 BELOW 5-! O!=!NG C,NC)f=T' ROOF ----- - 12 R 2 1.5K L �p LU to I X X V CN x I L3 9 X 1/4 KIC rEFR5 AT x x 1/4 F ONT6 M 1E'l 21/41 s _T 8401 1 i 1 5410 8410 W10> lr��4 10 14) I LL o(IJ-10 La to i 01 N op 01 1 L LU 48XF70(14-10 14) Uf Ok4004-10 14) L48X50(14-10 14) R 2 �,.CK C4 -40L 7 7 840(14 -10 14) - R 36,2K R 3 ro -2 K 9401 �o .0 x W14X43 -9 x ECK T_ -C-op-- �vl ELE X x sTAIR &J-ptl pt 7 -X, If (p, t wirol,26(14) W18X4(n 8 -6 -6- 2. W18X40� a o o Ln go 7D T/5+11'- 00 R= .OK , _1 J R= 283K X x Inex3e)(8-ro N R=2.3< x 411 V_ cil-41 CIA vi R=: 13< (P c"11 x n LU12 0) X x x x Q C-4 V-C,4 IY rz 'I-, . W14 2(8) Lo -_ " i (1) 1 1 c'4: -71 D U01 i x x CA W!4X22(18) x x X X ""'x ' W�4�<:!2(20) x LU14X?2(5) 4 ff D R I !.IK R =215K 61 D R x R= 1416K L*vATo6R c14 EL Mr=Ck 84 IAFT 3 540-1 3. op- 77t7 t"Ext 10)T "70IR X'11 't�lax _T jl Is oop OR ��!13 35(14) *& L 1WIaX50(I2_io_!o-1p'1 ,oi I L04 2(b) 00, 1 so, 2c3.2< so" 8X50(14 -10 14) ;11 41 8X50( 14 -10 14) 8X50(14 -10 14) w ro R = 3ro.2K I U IBX50(14-10 14) R c 3ro.2K R=36�2K W18>-4ro - - i �) I #0 14. k* .014 41 /.0%, R=B4. %kl R = 36.9K R = 325K C4 x x L 3/� 2 1/4 -4 ft + 1112' ISOLATION JOINT W18>35(18) LoulroX 6( 8) %�`� ��C�c� i,:V v'� Wi6 6(18) imt�s' SE. 6' SE. o_ = R 2!B< IR=I, �3< r. v Qi C41 X x IN c1j: X x x i i 4 x i '/2' C CRETE 61. .45 W/ 5 L.3X3X'/4 (y_ co N) W- D KICKERS 4T (oXro-L;2.XW2.! W.W.F. OVER 1 - -- -- ----- /4 POINTe Lit-11T OF HOUR 1!/2', IS A. PTD. CO, 11=05'TE Jill -RAY r-I REPROOF IrS t­!ETAL FL DECK (TOTAL V=ro') (NO PAIN'' ON BEo4t 16 4 41 o -(!/1 81-01 a) 01 2 r COLUMNS 1/2 LAMrI12(0) X 'I I --- I I x 2) EK 01 L418XE50(14-10 14) UtOX50(14-10 '14) 4 8X5©(14 -10 14) 1 WI8X4ro(0-(o-ro_ 5. JOX50(114-10 14) 35(14) 35( 6 -6 -8) 418 ---------- R 31o'.2K R=36�2K R. 311. (o K - 10 -10 -12 .0 "k. F I I i oo 111* . 100 Ift +0 100 k* II C4 R,= 2e.2< Fl r=LEi�.4 ro 4 , a �i _� 1 C4 X U;*XI4(0) t"s i - 5) t W14X 21 UjI8X3 5(18) CIO 21 fj X If CIA v C141 v C'4 R E�< cli co co N trl C-4 C,4 X x x x x x x If if X x Ulro>�2ro(rc -4-4-ro, fl ly ty d) fR=IC5K\ . 91 1 5410 �3 S.E. _j 1 1( X x LLJ18X40( -ro-ro-a) U, WIOAl2(0) X co� LIJ'14>22�0) ;11 W14A2(a) .5 I le3 K OL L W'16426(14) 1ax3E'(8 b-&-al -- ---- - vo + R=237< . ------- X C4 (p O! X SOO, �3 A ----- - 48�<40(14-10114) Uf 8X50(14 - 10f 14) 7 R 36.2< U IBX55(14 -:0 14) ulax5d(14-10 14" L! IOX40(i4 - 10 14) 5-40-1 4- 10 kl* Ell -ro"' 1_2'73' S :07 7� R 2 11.5K CA ai X x If. If X _4 opc R a 2 roeK R=260K R 2 ro.&K R=24,5< -10t14) SX40(14-10t14) + 48x40(I4 8X40('14-10 14) 8><40('14-10 *,4) 4_ It -t -T_ - t 1 22' 0' 22';-0' 2 EQ. SPACES 4 EQ. 6PACES 4 EQ. PACES 4 EQ. �PACES- 25'-0' 25'-C' 25'-Ol 25'-0' 25'-V 3 Ea SPACES 3 Ea ST=AGES 3 Ea SPACES 3 EQ. SPACES 3 Ea si=AcEs 05 O.P.C. SECOND FLOOR FRAMING PLAN ATRIUM KEY __' PLAN _ � XX I "', L101 - cd a: a 0 C0 rL 00 z c z _j > < < W co C) w �Uz- Z U-w co U co 0 0 O.P.C. 4 AMILIM FRAMfWz F11-44 NOTES. a- z z C) L SEE 85 .01 FOR STRUCTURAL NOTES 4 DESIGN DATA. F) z 2. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. THE MECA4ANIGAL, ELECTRICAL, AND PLUMBING; ASPECTS ARE NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT �' IDE INDICATED. m ` - rn 3. ALL ELEVATIONS ARE FRO EREN D FROM THE FIRST FLOOR FF. ELEVATION 40'-0'. 4. TOP OF STEEL (T/6) IN THE O.P.C. AND ATRILII'l SHALL BE 6' BELOW T/SLA5, U.N.0- 5. PLAN LECAR,0: 0 c FF. De4OTE8 FINISH FLOOR TI'X' DENOTES TOP OF STEEL, WALL, PIER ETC_ SP. DENOTES SLAB EDGE MEAS. FROM BEAM (k DENOTES ARC44. WALL LINE STEEL BEAM SIZE_ -- NUM5ER OF 3/4'DIA X 4t/2' c 7 SHEAR CONNECTORS LINFORMLY 4 I SPACED ALONG FULL LENGTH OF BEAM y_ Wt8x35 (18) Jul' R-20.O K R DENOTES BEAM REACTION, IN KIPS TO BE USED FOR OD DESIGN OF SHEAR CONNECTION BY STEEL FA5RICATOR. NOTE: THE ENGINEER RETAINS THE RIGHT TO REQUEST w ADDITIONAL BOLTS DURING SHOP DRAUJIW3 REVIEW. DENOTES T-P5 2, SEMI-RIGID MOMENT CONNECTIONS. SEE TYPICAL 0 DETAILS ON 84D5, 1K t t t 10 S.C. ',4 > C4 x x L 3/� 2 1/4 -4 ft + 1112' ISOLATION JOINT W18>35(18) LoulroX 6( 8) %�`� ��C�c� i,:V v'� Wi6 6(18) imt�s' SE. 6' SE. o_ = R 2!B< IR=I, �3< r. v Qi C41 X x IN c1j: X x x i i 4 x i '/2' C CRETE 61. .45 W/ 5 L.3X3X'/4 (y_ co N) W- D KICKERS 4T (oXro-L;2.XW2.! W.W.F. OVER 1 - -- -- ----- /4 POINTe Lit-11T OF HOUR 1!/2', IS A. PTD. CO, 11=05'TE Jill -RAY r-I REPROOF IrS t­!ETAL FL DECK (TOTAL V=ro') (NO PAIN'' ON BEo4t 16 4 41 o -(!/1 81-01 a) 01 2 r COLUMNS 1/2 LAMrI12(0) X 'I I --- I I x 2) EK 01 L418XE50(14-10 14) UtOX50(14-10 '14) 4 8X5©(14 -10 14) 1 WI8X4ro(0-(o-ro_ 5. JOX50(114-10 14) 35(14) 35( 6 -6 -8) 418 ---------- R 31o'.2K R=36�2K R. 311. (o K - 10 -10 -12 .0 "k. F I I i oo 111* . 100 Ift +0 100 k* II C4 R,= 2e.2< Fl r=LEi�.4 ro 4 , a �i _� 1 C4 X U;*XI4(0) t"s i - 5) t W14X 21 UjI8X3 5(18) CIO 21 fj X If CIA v C141 v C'4 R E�< cli co co N trl C-4 C,4 X x x x x x x If if X x Ulro>�2ro(rc -4-4-ro, fl ly ty d) fR=IC5K\ . 91 1 5410 �3 S.E. _j 1 1( X x LLJ18X40( -ro-ro-a) U, WIOAl2(0) X co� LIJ'14>22�0) ;11 W14A2(a) .5 I le3 K OL L W'16426(14) 1ax3E'(8 b-&-al -- ---- - vo + R=237< . ------- X C4 (p O! X SOO, �3 A ----- - 48�<40(14-10114) Uf 8X50(14 - 10f 14) 7 R 36.2< U IBX55(14 -:0 14) ulax5d(14-10 14" L! IOX40(i4 - 10 14) 5-40-1 4- 10 kl* Ell -ro"' 1_2'73' S :07 7� R 2 11.5K CA ai X x If. If X _4 opc R a 2 roeK R=260K R 2 ro.&K R=24,5< -10t14) SX40(14-10t14) + 48x40(I4 8X40('14-10 14) 8><40('14-10 *,4) 4_ It -t -T_ - t 1 22' 0' 22';-0' 2 EQ. SPACES 4 EQ. 6PACES 4 EQ. PACES 4 EQ. �PACES- 25'-0' 25'-C' 25'-Ol 25'-0' 25'-V 3 Ea SPACES 3 Ea ST=AGES 3 Ea SPACES 3 EQ. SPACES 3 Ea si=AcEs 05 O.P.C. SECOND FLOOR FRAMING PLAN ATRIUM KEY __' PLAN _ � XX I "', L101 - cd a: a 0 C0 rL 00 z c z _j > < < W co C) w �Uz- Z U-w co U co 0 0 0 < a- z z C) W F) z C\2 CIO P-4 0 U 0 P-4 4­4 1,- V__4 0--t ,SECOND FLUUM! FRAMING-opc S2.04