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10-723-074SEE GLASS SCHEDULE TYPICAL STEEL REINFORCED MULLION n VILJL. VI IVIVLL,I VI\ Im 111 11 ;Iu w THRU -BOLT (TB1 PER N. .A.) MIDSPAN MULLION ANCHORAGE DETAIL SCALE: 6 " =1' -0" VLL IV.Vdl. 1 VI\ VLf_%L_r%1Y 1 EXTERIOR gGLE .LION =_DULE SEE GLASS SCHEDULE TYPICAL STEEL REINFORCED JAMB d Q d 61�1�d 4 d 4 8 EXISTING CONCRETE T SIM SLAB EDGE 6 S -4.3 _ Q A -- d z L d d d d I d Q /611 - - 411 u r 11 � Q � I d I I 1111 -� d f I I' 4 4 I d Q I I ' 11/2" d d i I I EXISTING CONCRETE S _ SLAB EDGE V r5_'_ 5/8" x 13" x 6" x V -0 -112" LONG - S-4,3 BENT PLATE y II �_ _ 314 "0 HILTI KWIK BOLT III WITH 3 -114" MINIMUM EMBEDMENT INTO CONCRETE a (6" EDGE DISTANCE & 4" SPACING EACH -= N I DIRECTION) d' N 411 3/4 "0 BOLT IN VERTICALLY r' d SLOTTED HOLE, TYP. EACH I Q I I ANGLE � 5 x 5 x 112" x 0' -5" ANGLE EACH d 1% r% r- ^P- i 11 11 1 1l1A 1 111 /ITI I /A \ G /011/X VILJL. VI IVIVLL,I VI\ Im 111 11 ;Iu w THRU -BOLT (TB1 PER N. .A.) MIDSPAN MULLION ANCHORAGE DETAIL SCALE: 6 " =1' -0" VLL IV.Vdl. 1 VI\ VLf_%L_r%1Y 1 EXTERIOR gGLE .LION =_DULE SEE GLASS SCHEDULE TYPICAL STEEL REINFORCED JAMB d Q d 61�1�d 4 d 4 8 EXISTING CONCRETE T SIM SLAB EDGE 6 S -4.3 314 "0 BOLT IN VERTICALLY SLOTTED HOLE �— 5 x 5 x 1/2"x 0' -5" ANGLE WITH (4) 3/8 "0 H.H.M.S. (G4 PER N.O.A.) MIDSPAN JAMB ANCHORAGE DETAIL SCALE: 6 " =1' -0" M\ A /M1/71 n„ LTS SEE GLASS SCHEDULE Llil co 2E CO 0- -cr�- 518" x 13" x 6" x 0' -7" LONG BENT PLATE (1' -4 -112" LONG AT SIM.) V IT314 "0 HILTI KWIK BOLT III H 3 -114" MINIMUM EMBEDMENT INTO CONCRETE V DGE DISTANCE & 4" CING EACH DIRECTION) EXTERIOR I INTERIOR 718" MIN. DOW 938 OR DOW 995 (PER N.O.A.) Z � UJ H m C I I V Y 4 Y V• i • U U V V 1 U Y Y W -=TTT 7777.7=17 777777771 5*66*724 • W• V G G V r V V U V 1• V Y Y • 3 -1/2" MIN. V • • v 4 V G 4 EDGE DISTANCE • G G i O r v • r n W • • r Y Y v u CONCRETE, TYP. SEE ANCHORAGE SCHEDULE YY. �YG YYG SEE ELEVATION FOR ANC;4OR • W • G ... ..... SUBSTRATE - y 1l4" 114" EXTERIOR INTERIOR "F" OR "T" ANCHOR MOLL SEE GLASS SCHEDULE HEAD ANCHORAGE DETAIL SCALE: 6 " =1' -0" V -4112" 126 S. FEDE=RAL HIGHWAY SUfTE # 202 DANIA BEACH, FLORIDA 33004 PH: (954) 922 -6551 FAX: (954) 922 -7385 EMAIL .-in#o•rosengteinarchitect.com WEB: www.rosensteinarchitect.com STATE REG. NO. AR0016674 NATL. REG. NO, 69178 COPYRIGHT @ 2010 NOR■ERTO ROSENSTEIN ARCHITECT, INC. NOT USED ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT DE REPRODUCED SCALE: 611 =1' -0" IN ANY FORM WITHOUT PERMISSION. DESIGNED ►YI`'r X DRAWN CHECKED;:::;;: I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. ■ elton + leniz A R Q U I T E C T 0 S A S 0 C I A D 0 S RUT :76.575.840 -8 AURELIO GONZALEZ 3330 VITACURA (PLAN VIEW) (PLAN VIEW) MAA. ^0� VVI 1L- L,VL.L. (PLAN VIEW) IMAX.' MULLION MIDSPAN ANCHORAGE DETAIL f\ JAMB MIDSPAN ANCHORAGE DETAIL INTERMEDIATE HORIZONTAL DETAIL JAMB MIDSPAN ANCHORAGE DETAIL V n_ 1 11 SCALE: 6"=1'-0" SCALE: 6 -1 -0 SCALE: 6"=1'-0" SCALE: 6 " =1' -0" 7/8" MIN. DOW 938 OR DOW 995 (PER N.O.A.) 111 MIN. I GLASS BITE (PLAN VIEW) MULLION DETAIL SCALE: 6" =1' -0" 3/8" X 4 -314" STEEL REINFORCEMENT 1/2" X 5" STEEL REINFORCEMENT INTERIOR SEE GLASS SCHEDULE 11411 �- SEE N.O.A. FOR SEALANT EXTERIOR 3— MAX. (PLAN VIEW) JAMB DETAIL U/ SCALE: 6 " =1' -0" 1/2" X 5" STEEL REINFORCEMENT INTERIOR 7 /8" MIN. GLASS BITE DOW 938 OR DOW 995 (PER N.O.A.) I r -11411 L11411 EXTERIOR SEE GLASS SCHEDULE SEE GLASS SCHEDULE DOW 938 OR DOW 995 (PER N.O.A.) 718" MIN. GLASS BITE "F" OR "T" ANCHOR n -- -- SEE ANCHORAGE SCHEDULE . SEE ELEVATION FOR ANCHOR s 0- d ;' t SUBSTRATE M ; / 3 -112" MIN. EDGE DISTANCE I @ CONCRETE, TYP. SILL ANCHORAGE DETAIL SCALE: 6 " =1' -0" r1 . hIIALOING DEPT. - -!-,p )VCD 13Y: U S -11 -2010 REVISION R E V I S 1 0 N S COMM. DATE 2010 -31 8 -5 -2010 k gam 5701 SUNSET DRIVE SUITE B -10 FLORIDA, 33143 SOUTH MIAMI Thornton Tomasetti Thornton T e CURTAIN WALL Suite I 101 NE Third Avenue, 1170 Fort Lauderdale, FL 33301 -1199 COA #k 7519 954.903.9300 TT Project 5No. K10013.00 SYSTEM DETAILS seal/signature: t, t � , I I " - - MAT,;�0,'V QLf NDER, PE FL :I�iD NOa - PE'6°`679 - ,,`� •,1 \C E lt,f .�•. <1 16 1 w � S -4.3 II _ d d Q 1111 -� - - - - - -� S I Y y II �_ -- a -= d' d 411 s r' d I Q I I � I 1 d t 314 "0 BOLT IN VERTICALLY SLOTTED HOLE �— 5 x 5 x 1/2"x 0' -5" ANGLE WITH (4) 3/8 "0 H.H.M.S. (G4 PER N.O.A.) MIDSPAN JAMB ANCHORAGE DETAIL SCALE: 6 " =1' -0" M\ A /M1/71 n„ LTS SEE GLASS SCHEDULE Llil co 2E CO 0- -cr�- 518" x 13" x 6" x 0' -7" LONG BENT PLATE (1' -4 -112" LONG AT SIM.) V IT314 "0 HILTI KWIK BOLT III H 3 -114" MINIMUM EMBEDMENT INTO CONCRETE V DGE DISTANCE & 4" CING EACH DIRECTION) EXTERIOR I INTERIOR 718" MIN. DOW 938 OR DOW 995 (PER N.O.A.) Z � UJ H m C I I V Y 4 Y V• i • U U V V 1 U Y Y W -=TTT 7777.7=17 777777771 5*66*724 • W• V G G V r V V U V 1• V Y Y • 3 -1/2" MIN. V • • v 4 V G 4 EDGE DISTANCE • G G i O r v • r n W • • r Y Y v u CONCRETE, TYP. SEE ANCHORAGE SCHEDULE YY. �YG YYG SEE ELEVATION FOR ANC;4OR • W • G ... ..... SUBSTRATE - y 1l4" 114" EXTERIOR INTERIOR "F" OR "T" ANCHOR MOLL SEE GLASS SCHEDULE HEAD ANCHORAGE DETAIL SCALE: 6 " =1' -0" V -4112" 126 S. FEDE=RAL HIGHWAY SUfTE # 202 DANIA BEACH, FLORIDA 33004 PH: (954) 922 -6551 FAX: (954) 922 -7385 EMAIL .-in#o•rosengteinarchitect.com WEB: www.rosensteinarchitect.com STATE REG. NO. AR0016674 NATL. REG. NO, 69178 COPYRIGHT @ 2010 NOR■ERTO ROSENSTEIN ARCHITECT, INC. NOT USED ALL RIGHTS RESERVED. THIS DOCUMENT OR PARTS THEREOF, MAY NOT DE REPRODUCED SCALE: 611 =1' -0" IN ANY FORM WITHOUT PERMISSION. DESIGNED ►YI`'r X DRAWN CHECKED;:::;;: I HEREBY CERTIFY THAT THESE PLANS WHERE PREPARED BY ME OR UNDER MY SUPERVISION, AND TO THE BEST OF MY KNOWLEDGE, COMPLY WITH ALL APPLICABLE CODES. ■ elton + leniz A R Q U I T E C T 0 S A S 0 C I A D 0 S RUT :76.575.840 -8 AURELIO GONZALEZ 3330 VITACURA (PLAN VIEW) (PLAN VIEW) MAA. ^0� VVI 1L- L,VL.L. (PLAN VIEW) IMAX.' MULLION MIDSPAN ANCHORAGE DETAIL f\ JAMB MIDSPAN ANCHORAGE DETAIL INTERMEDIATE HORIZONTAL DETAIL JAMB MIDSPAN ANCHORAGE DETAIL V n_ 1 11 SCALE: 6"=1'-0" SCALE: 6 -1 -0 SCALE: 6"=1'-0" SCALE: 6 " =1' -0" 7/8" MIN. DOW 938 OR DOW 995 (PER N.O.A.) 111 MIN. I GLASS BITE (PLAN VIEW) MULLION DETAIL SCALE: 6" =1' -0" 3/8" X 4 -314" STEEL REINFORCEMENT 1/2" X 5" STEEL REINFORCEMENT INTERIOR SEE GLASS SCHEDULE 11411 �- SEE N.O.A. FOR SEALANT EXTERIOR 3— MAX. (PLAN VIEW) JAMB DETAIL U/ SCALE: 6 " =1' -0" 1/2" X 5" STEEL REINFORCEMENT INTERIOR 7 /8" MIN. GLASS BITE DOW 938 OR DOW 995 (PER N.O.A.) I r -11411 L11411 EXTERIOR SEE GLASS SCHEDULE SEE GLASS SCHEDULE DOW 938 OR DOW 995 (PER N.O.A.) 718" MIN. GLASS BITE "F" OR "T" ANCHOR n -- -- SEE ANCHORAGE SCHEDULE . SEE ELEVATION FOR ANCHOR s 0- d ;' t SUBSTRATE M ; / 3 -112" MIN. EDGE DISTANCE I @ CONCRETE, TYP. SILL ANCHORAGE DETAIL SCALE: 6 " =1' -0" r1 . hIIALOING DEPT. - -!-,p )VCD 13Y: U S -11 -2010 REVISION R E V I S 1 0 N S COMM. DATE 2010 -31 8 -5 -2010 k gam 5701 SUNSET DRIVE SUITE B -10 FLORIDA, 33143 SOUTH MIAMI Thornton Tomasetti Thornton T e CURTAIN WALL Suite I 101 NE Third Avenue, 1170 Fort Lauderdale, FL 33301 -1199 COA #k 7519 954.903.9300 TT Project 5No. K10013.00 SYSTEM DETAILS seal/signature: t, t � , I I " - - MAT,;�0,'V QLf NDER, PE FL :I�iD NOa - PE'6°`679 - ,,`� •,1 \C E lt,f .�•. <1 16 1 w � S -4.3 II