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13-96 (3)-025i 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 I Nr7QLf� I LLi zzzzz I I I I I I I I I I I I I I I I qi I � CD I a I C-) o ID ID L L p D 7 o{» >- 0 0 N CD ~�Z P L CD iLLL.LL P n L LL I />- -w v oawwwww cnML� L La- 0:�WCc W a-- 0- kP, -69QQ I I I I � ate. I I I I I � I +- I I I � I � a / I � I N � L � I � i I u) C L C -) o ..fit»+ Itn r)� __j LL u� I Z V \ . LL � / I t» CD cli OD OPr to I I I I I I I I I I I I I I I I L I I� I� I ^� I I� I I I r400 G S & P Design Services For The Built Environment Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale u Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa ■ I G R E S H A M SMITH AND 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 �I i I i m lava Ld Q a m—0 LL- (n U) Q CY)_ L0 F- LLI O � f U i SEAL: Kristiln� S' Herman -Druck A R 9'5 1 7 2 ;" ; I j REVISION SECTION DETAILS A3m24 FILE: 9 0 8 0 A 3 2 0 . d g n PROJECT: 29080.00 DATE: 12/14/2012 No. — Date — Revision A 0 02/01/2013 ADDENDUM N0.1 © 10/04/2013 VE REVISION 0 r� Q PERFORATED ALUMINUM PANELS. CONCRETE COLUMN. SEE PERFORATED ALUMINUM STRUCTURAL DRAWINGS I PANELS. I I I CONCRETE BLOCK WALL. 1/2 " 45 DEGREE CHAMFER AT ALL OUTSIDE ° ° D CONCRETE COLUMN. CORNERS, TYPICAL. SEE STRUCTURAL DRAWINGS. STRUCTURAL STEEL ANGLE. ROLL UP DOOR. o • ' o • P SEE STRUCTURAL DRAWINGS I I I I SEE. SPECIFICATIONS. ° °° D D D D D D P /S -7 I i I STRUCTURAL TUBE STEEL. ° ° ° °° I I I I I I SEE STRUCTURAL DRAWINGS Q °',' ALUMINUM CURTAIN WALL I i I P /S -7. SEPARATE ALUMINUM o r tz FROM STRUCTURAL STEEL WITH D I D or 20 LBS ROOF PLY OR EQUAL. I I I I I I I I 3" X 3" X 1/4" GALVANIZED 14 I i I #14 SMS OR SELF DRILLING 3" X 3" X 1/4" GALVANIZED `" STEEL ANGLE WITH 3/8" X i i I i I SCREWS INTO STRUCTURAL STEEL ANGLE WITH 3/8" X 4" WELDED HEAD STUDS. STEEL. 2 SCREWS AT EACH 4" WELDED HEAD STUDS. I I j I SIDE OF MULLIONS OR JAMB. TRENCH DRAIN. SEE I I I I I I I I I HEAD AND SILL ANCHORS PLUMBING DRAWINGS, 1-3 „ I I Z ca I I NOT TO EXCEED 24" O.C. CONCRETE BEAM ABOVE. 1 -3 1 I ¢ i i i TYPICAL FOR ATTACHING CONCRETE BEAM ABOVE. I I I I I STOREFRONT TO I STRUCTURAL STEEL. TRENCH DRAIN. SEE I I I PLUMBING DRAWINGS, ROLL UP DOOR. SEE I I SPECIFICATIONS. I I I I 1/4" MAXIMUM SHIM. M I I I I I 0 CONTINUOUS SEALANT OVER GYPSUM WALL BOARD. BACKER ROD, ROLL UP GATE JAMB DETAIL ROLL UP GATE JAMB DETAIL 1 I SCALE: 1"=1'=0" SCALE: 1 " =1' =0" ALUMINUM BREAK METAL. ' COLOR TO MATCH STOREFRONT SYSTEM. CONTINUOUS SEALANT. I FILLABLE '7" BEAD Q BACKER SHEET PARADIENE 20 SA FULLY 2X CONTINUOUS PRESSURE TREATED BACKER SHEET PARADIENE 20 SA FULLY ADHERE. WOOD BLOCKING ATTACHED TO I 201 -50 BY PLASTIC 2X CONTINUOUS PRESSURE TREATED ADHERE. CAP SHEET FULLY ADHERE CONCRETE WITH HILTI KWIK BOLT MINIMUM DIMENSION NECESSARY 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" -_ S�� � AND STEEL ANGLE, O.C. STAGGERED. PLY SHEET FULLY ADHERE - - -_ _ _ - _ _ CONTINUOUS SEALANT CONTINUOUS SEALANT OVER _ - -- -- _ _ _ ANCHOR CURTAIN WALL SYSTEM I BACKER ROD. CONTINUOUS SEALANT D /� CONTINUOUS WIND r TO STEEL ANGLE WITH 1/2 DIAMETER CLEAT FASTENED MACHINE BOLT TAPPED IN STEEL ALUMINUM EDGE FLASHING. SET IN 4" AT 12" O.C. TO WOOD. ALUMINUM EDGE MINIMUM 1/2" EDGE DISTANCE. INSTALL PER CURTAIN WALL FULL BED OF 0 'L� FLASHING, SET IN MANUFACTURER'S RECOMMENDATIONS. INDUSTRIAL ROOF SLOPE - - o 0 0 FULL BED OF CEMENT. FASTEN - -- ------- INDUSTRIAL ROOF ALUMINUM BREAK METAL. AT 3" O.C. STAGGERED. Q 0 o 0 o CEMENT. FASTEN. COLOR TO MATCH STOREFRONT o o D D H AT 3" O.C. STAGGERED. SYSTEM. M CONTINUOUS WIND------- IND CLEAT FASTENED I �; o p o N CONTINUOUS SEALANT. STOREFRONT TO CURTAIN WALL TRANSITION AT 12 O.C. TO WOOD. ° � A PARAPRO 123 FLASHING SCALE: 6 " =1' =0" CONTINUOUS SEALANT. MEMBRANE. o BACKER SHEET. PARADIENE `. 20 SA FULLY ADHERE. CONCRETE OVERHANG. -'� �\' . CAP SHEET FULLY ADHERE SEE STRUCTURAL 6" `.. PLY SHEET FULLY ADHERE w w w wwwww Q DRAWING. "� 41/2 " � � All 2 1/2" DRIP EDGE. ALUMINUM STOREFRONT 4" FIBER CANT. SYSTEM. 4' D 1/4" DIAMETER ULTRACON COVER BOARD. 0 BY ELCO. MINIMUM EMBEDMENT 15/8" INTO CONCRETE. PROVIDE 1 Q TAPERED INSULATION. � CONTINUOUS SEALANT WITH 2 ANCHORS AT EACH SIDE o BACKER ROD. ALL AROUND OF MULLIONS OR JAMB. BOTH SIDES, TYPICAL, HEAD AND SILL ANCHORS NOT TO EXCEED 24" O.C. ROLL UP GATE JAMB DETAIL ROOF DETAIL 0.1875" ALUMINUM FLASHING, COLOR TO MATH WALL COLOR. SET FULL 1/4" MAXIMUM SHIM. 4 BED OF ROOF CEMENT. FASTEN TO N 0 0 FASTENER. "" "" SCALE: 3 =1 =0 SCALE; 3 -1 -0 " "_ "_ "" CONCRETE AT 8" O.C. ON TOP. CONTINUOUS 5 "X5 "X3/8'" STRUCTURAL STEEL ANGLE ATTACHED WITH 1/2" DIAMETER KWIK BOLT - 3 EXPANSION ANCHORS WITH 3 1/2" MINIMUM EMBEDMENT INTO CONCRETE. 4" FROM TOP AND 12" O.C. 2 HR FI RATED PARTITIO . EE �` l ww DADHERESA FLOOR PLAN FULLY PARTITION TYPE_ HOLLOW METAL DOOR. SEE DOOR 129A ON CONTINUOUS PRESSURE TREATED J I SHEET A9.1 ANGLED WOOD BLOCKING, SCOPE INTERIOR EXTERIOR FRONT MOUNTED BOTTOM RAIL SWEEP, 345 AV Q FLEXIBLE CORNER MODEL BEAD. BOTTOM RAIL SWEEP, BY PEMKO. - ,��'�� MODEL 209V BY PEMKO. TILE OVER THINSET. SEE D2.1 INTERIOR CONCRETE w SLAB. TOP OF INTERIOR SLAB — - - -- LOBBY 101 ,� „ STAI R A EL. +O'0° TOP OF EXTERIOR SLAB EL. -1/2" I I I I I Q C) I I I I I Z 0 I I 0 J 1/2" HIG H ADA COMPLIANT NT OVER I CONTINUOUS SEALANT I I I I I I I I ALUMINUM THRESHOLD BACKER ROD. I I I I I I I CONTINUOUS SEALANT WITH MODEL 2005 AT BY PEMKO. ALUMINUM CURTAIN WALL SYSTEM. BACKER ROD. ALL AROUND I I I BOTH SIDES, TYPICAL. 1/2" EXPANSION JOINT. I I I ANCHOR CURTAIN WALL SYSTEM TO STEEL ANGLE WITH 1/2'" DIAMETER EXTERIOR CONCRETE MACHINE BOLT TAPPED IN STEEL 1/4" MAXI SHIM. SLAB. MINIMUM 1/2" EDGE DISTANCE. INSTALL PER CURTAIN WALL 2 H TED STOREFORNT — MANUFACTURER'S RECOMMENDATIONS. S EM. 0 HEAD AT INTERIOR RATED STOREFRONT ® DOOR THRESHOLD STOREFRONT TO CURTAIN WALL TRANSITION REFER TO 3 & 4 /A9.2 AND "' SCALE: 6' " =1' =0" SCALE: 6 " =1' =0" WINDOW SCHEDULE A9.2 r400 G S & P Design Services For The Built Environment Atlanta Birmingham Cincinnati Columbus Dallas Fort Lauderdale u Knoxville Jackson Jacksonville Louisville Memphis Nashville Richmond Tampa ■ I G R E S H A M SMITH AND 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 �I i I i m lava Ld Q a m—0 LL- (n U) Q CY)_ L0 F- LLI O � f U i SEAL: Kristiln� S' Herman -Druck A R 9'5 1 7 2 ;" ; I j REVISION SECTION DETAILS A3m24 FILE: 9 0 8 0 A 3 2 0 . d g n PROJECT: 29080.00 DATE: 12/14/2012 No. — Date — Revision A Copyright 2012 Gresham, Smith and Partners. All Rights Reserved, I ' I 02/01/2013 ADDENDUM N0.1 © 10/04/2013 VE REVISION Copyright 2012 Gresham, Smith and Partners. All Rights Reserved, I ' I