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13-96-114I I I I I I I I I - I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I - I - I I I I _ 1 I I t» N r) Ln I M mm J J J —I Z .J 40 44� -0 "l I I I I I I I I I I I I I I I C I w 1 0 I N I I o I 0O o �v 1 °' L L I p > +- i- C i' U U C5 � � -)EEO *— *- Ld N M V' Ul I N� N L�IL LL_ t111 I /N0L L LQ_Of fr- XXCr I I I I o I CL I I I I I � I � I N I 0 I I C I CL I � I � I � I a I } i I a I I � C IQ oLn; v co= N 110 N `N 00 fA to I . I I I I 1 I I I I I- I I I I I I � IC I *k 14- I I I I I I _ I 1 I I I I I I I I I I I I I 1 I I I I ® I Design Services I For The Built I Environment I ■ I I I Atlanta Birmingham I Cincinnati I Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa i i G R E S H A M i S M I T A N D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 .� It .v m w Q 0 �O Q C c Ln V CL O X 'O LiJ N SEAL: Kristin S. Herman -Druck ,-AR95172...;" N c� '/f SECTION DETAILS A3n24 FILE: 9080A320.dgn PROJECT: 29080.00 DATE: 12/14/2012 I Copyright 2012 Gresham, Smith and Partners. All Rights Reserved. I ------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - -- A PERFORATED ALUMINUM PANELS. CONCRETE COLUMN. SEE V PERFORATED ALUMINUM I STRUCTURAL DRAWINGS I PANELS. 1 1 I I I CONCRETE BLOCK WALL. I I I I I 1/2" 45 DEGREE CHAMFER I °' • °' I i i 1 i i i I AT ALL OUTSIDE '. CONCRETE COLUMN. CORNERS, TYPICAL. D' D SEE STRUCTURAL I I I I I °' • °: DRAWINGS. • D D ° ° ° , ° STRUCTURAL STEEL ANGLE. ROLL UP DOOR. DIN R AW WAILNL G S I I I I SEE. SPECIFICATIONS. c ' DD ! D D � ' DD ' D P /S-7. i STRUCTURAL TUBE STEEL e •' a e •. e° I I I SEE STRUCTURAL DRAWIN GS • . • ,� � ' • . D •. � � •�. ° � . ° D D . 'Ij D .e . ASEE MSTRUCTURAL A I I I I I P /S-7. . D D D ° ' ° ' ° SEPARATE ALUMINUM I I I I I I ' ' , FROM STRUCTURAL STEEL WITH I I I ' I 20 LBS ROOF PLY OR EQUAL. EEO � 3" X 3" X 1/4" GALVANIZED I I I #14 SMS OR SELF DRILLING 3" X 3" X 1/4" GALVANIZED " STEEL ANGLE WITH 3/8" X SCREWS INTO STRUCTURAL STEEL ANGLE WITH 3/8" X 4" WELDED HEAD STUDS. I I I STEEL 2 SCREWS AT EACH 4" WELDED HEAD STUDS. i i I i i i SIDE OF MULLIONS OR JAMB. TRENCH DRAIN. SEE I I I HEAD AND SILL ANCHORS PLUMBING DRAWINGS. 1'3 i i I Z NOT TO EXCEED 24" O.C. CONCRETE BEAM ABOVE. 1 -3 „ I I 1 1 1 1 TYPICAL FOR ATTACHING CONCRETE BEAM ABOVE. I I I I I I STOREFRONT TO I I I I I STRUCTURAL STEEL. TRENCH DRAIN. SEE PLUMBING DRAWINGS. ROLL UP DOOR. SEE l SPECIFICATIONS. I I I I I I 1/4" MAXIMUM SHIM. rn I I I I I C CONTINUOUS SEALANT OVER GYPSUM WALL BOARD. BACKER ROD. ROLL UP GATE JAMB DETAIL ROLL UP GATE JAMB DETAIL 1 YS � )_SCALE:1 I " =1' =0" ALUMINUM BREAK METAL COLOR TO MATCH STOREFRONT O O SYSTEM. CONTINUOUS SEALANT. FILLABLE "J" BEAD 0 BACKER SHEET PARADIENE 20 SA FULLY 2X CONTINUOUS PRESSURE TREATED 2X CONTINUOUS PRESSURE TREATED BACKER SHEET PARADIENE 20 SA FULLY ADHERE. ADHERE. CAP SHEET FULLY ADHERE WOOD BLOCKING ATTACHED TO CONCRETE WITH HILTI KWIK BOLT MINIMUM DIMENSION NECESSARY I I 201 -50 BY PLASTIC COMPONENTS, INC. WOOD BLOCKING ATTACHED TO CONCRETE WITH HILTI KWIK BOLT CAP SHEET FULLY ADHERE PLY SHEET FULLY ADHERE 4�� 5/8" DIA. X 2 3/4" EMBEDMENT AT 16' O.C. STAGGERED. TO COVER CURTAIN WALL ANCHOR I CONTINUOUS SEALANT 5/8" DIA. X 2 3/4" EMBEDMENT AT 16" SLOPE AND STEEL ANGLE. O.C. STAGGERED. PLY SHEET FULLY ADHERE ----- ----- _ —_ CONTINUOUS SEALANT j ONTINUOUS SEALANT OVER - -' ANCHOR CURTAIN WALL SYSTEM BACKER ROD. CONTINUOUS SEALANT D — CONTINUOUS WIND TO STEEL ANGLE WITH 1/2" DIAMETER CLEAT FASTENED MACHINE BOLT TAPPED IN STEEL ALUMINUM EDGE p p AT 12" O.C. TO WOOD. MINIMUM 1/2" EDGE DISTANCE. FLASHING. SET IN 4" I ALUMINUM EDGE INSTALL PER CURTAIN WALL FULL BED OF FLASHING. IN MANUFACTURER'S RECOMMENDATIONS. INDUSTRIAL ROOF SLOPE � --- p p p I B D OFET CEMENT. FASTEN "----- - -__ _ INDUSTRIAL ROOF ALUMINUM BREAK METAL. AT 3" O.C. STAGGERED. Fv p p p CEMENT. FASTEN COLOR TO MATCH STOREFRONT CONTINUOUS WIND--------- IND p p AT 3" O.C. STAGGERED.M• CLEAT FASTENED As p p p p �--�,� CONTINUOUS SEALANT. STOREFRONT TO CURTAIN WALL TRANSITION AT 12 "O.C.TO WOOD. D D D ,I p p PARAPRO 123 FLASHING ,_ " —1 -0 SCALE: 6"=1'=O" CONTINUOUS SEALANT. MEMBRANE. p BACKER SHEET. PARADIENE 20 SA FULLY ADHERE. CONCRETE OVERHANG. \� CAP SHEET FULLY ADHERE SEE STRUCTURAL 6" p p- a '' PLY SHEET FULLY ADHERE DRAWING. 4" 2" 41/2 " 1/2" DRIP EDGE. �`_______ ____ ALUMINUM STOREFRONT 4" FIBER CANT. p D 4 4' DIAMETER ULTRACON COVER BOARD. BY ELCO. MINIMUM EMBEDMENT 15/8" INTO `p CONCRETE. PROVIDE © TAPERED INSULATION. CONTINUOUS SEALANT WITH 2 ANCHORS AT EACH SIDE p BACKER ROD. ALL AROUND OF MULLIONS OR JAMB. BOTH SIDES, TYPICAL. HEAD AND SILL ANCHORS NOT TO EXCEED 24" O.C. 0. " ALUMINUM FLASHING, COLOR 1/4" MAXIMUM SHIM. ROLL U P GATE JAMB DETAIL R00 F DETAIL TO MATCH WALL COLOR. SET IN FULL TO MA BED OF ROOF CEMENT. FASTEN TO D FASTENER. SCALE: SCALE: CONCRETE AT 8" O.C. ON TOP. CONTINUOUS 5 "X5 "X3/8" STRUCTURAL STEEL ANGLE ATTACHED WITH 1/2" OR I DIAMETER KWIK BOLT - 3 I 1 EXPANSION ANCHORS WITH i 3 1/2" MINIMUM EMBEDMENT INTO CONCRETE. 4" FROM I TOP AND 12" O.C. I 2 HR FIRE RATED 0 PARTITION. SEE PARADIENE 20 SA - FLOOR PLAN AND FULLY ADHERE. 1 PARTITION TYPES. HOLLOW METAL DOOR. SEE DOOR 129A ON CONTINUOUS PRESSURE TREATED SHEET A9.1 ANGLED WOOD BLOCKING. � INTERIOR FRONT MOUNTED BOTTOM SLOP � �� - D FLEXIBLE CORNER EXTERIOR RAIL SWEEP, MODEL 345 AV �����' BEAD. BOTTOM RAIL SWEEP, BY PEMKO. , MODEL 209V BY PEMKO. TILE OVER THINSET. '��� SEE D2.1 , • INTERIOR CONCRETE SLAB. LOBBY 101 "A" OP OF INTERIOR SL T AB a. +o'-o " - - - -- STAR TOP OF EXTERIOR SLAB OIL I I I I - EL -1/2" I I I I I I D . . .. . . . CD II II L9 D , a 1/2" HIGH ADA COMPLIANT CONTINUOUS SEALANT OVER I I I Q ALUMINUM THRESHOLD BACKER ROD. I I I I I I D CONTINUOUS SEALANT WITH MODEL 2005 AT BY PEMKO. ALUMINUM CURTAIN WALL SYSTEM. BACKER ROD. ALL AROUND 1/2" EXPANSION JOINT. I I I I I I BOTH SIDES, TYPICAL. ANCHOR CURTAIN WALL SYSTEM TO STEEL ANGLE WITH 1/2" DIAMETER EXTERIOR CONCRETE MACHINE BOLT TAPPED IN STEEL fIF ; �„ ' ;r•`r � ice' ���- f�;d�,�la G I �� s 1 1/4 MAXIMUM SHIM. " MINIMUM 1/2" EDGE DISTANCE. .'� �, �� INSTALL PER CURTAIN WALL T, 2 HR RATED STOREFORNT MANUFACTURER'S RECOMMENDATIONS.' SYSTEM. t : %!1�'i7� i,� - . ► r Kr':�+i _ _ . .� A • HEAD AT INTERIOR RATED STOREFRONT DOOR THRESHOLD STOREFRONT TO CURTAIN WALL TRANSITION 7 R 6 SCALE: REFER TO 3 & 4 /A9.2 AND `'' SCALE: 6 " =1' =0" SCALE: 6 " =1' =0" WINDOW SCHEDULE A9.2 I I I _ I 1 I I I I I I I I I I I I I 1 I I I I ® I Design Services I For The Built I Environment I ■ I I I Atlanta Birmingham I Cincinnati I Columbus Dallas Fort Lauderdale Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa i i G R E S H A M i S M I T A N D P A R T N E R S 6030 Hollywood Blvd. Suite 210 Hollywood, Florida 33024 954.981.9100 FIRM'S FLORIDA CERT. NO. AAP000034 /CA3806 IB26000797/LC26000381 .� It .v m w Q 0 �O Q C c Ln V CL O X 'O LiJ N SEAL: Kristin S. Herman -Druck ,-AR95172...;" N c� '/f SECTION DETAILS A3n24 FILE: 9080A320.dgn PROJECT: 29080.00 DATE: 12/14/2012 I Copyright 2012 Gresham, Smith and Partners. All Rights Reserved. I ------------------------------------------------------------------------------------------------------------------------------------------------------------------- - - - - --