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ATTACH WITH #10X1" SIDS 3" OC TO STUDS, TRACK AND BOX BEAM. COVER WITH TYVEK WRAP AND GALV PAPER BACK WIRE LATH WITH 7/8" SMOOTH STUCCO FINISH 16 GA 3 5/8" STEEL TRACK I I I I I i t I I 1 1 i I I I I I I I I I 1 1 1 1 I I I I I I I I I I 1 I I I I I i I I I I 1 I 1 1 I I i i I I 1 1 1 I 1 1 I I 1 1 I I I I I I I I 1 1 I SECURE WALL AT EACH END TO FACE OF STEEL TUBING WITH #10X1"SDS 4" OC ; I 1 1 I I 1 1 1 1 1 1 I I 1 1 I I 1 1 1 1 I I I I 1 1 I I 1 1 1 1 1 1 1 I I I 1 1 i t I I 1 1 I 1 1 1 I I i t I I 1 1 1 1 I I I I I I 1 1 1 1 I I i t I I I I I I 1 1 I 1 11 1 I I I I� 1 i I i t 1 1 I I 1 1 1 1 I I I 1 1 I I I I 1 1 I I 1 1 1 1 I I I I 1 1 I SECURE STUD WALL TO TOP F STEEL ; BOX BEAM WI TH 2 ROWS #1 ON 1" SCREWS I I I q11 OC 1 I I I 1 �F I I I I I I I 1 1 I I I I I I i t 1 1 1 1 I I I I -- f� J-- -----L ----- - I I i 1 ----- I i------------'-1------ --L: 1 --r--rza -�-1- - __ t==r-==fi-=rt=c-r-a==t==rt=--r-� r— -r --r-t 16 GA 3 5/8" STEEL TRACK EXISTING BLOCK WALL NEW FACADE MAIN BUILDING FACE VIEW NOT TO SCALE 18'811 83'5" -1-Jf----- 1/4"X3"X3" STEEL VERTICAL TUBING 16 GA 3 5/8" STEEL STUDS @ 16" OC WITH 1/2" PLYWOOD AT EACH SIDE AND TO EXTEND DOWN OVER FACE OF BOX BEAM AT BOTTOM. ATTACH WITH #1 OX1'I SDS 3" OC TO STUDS, TRACK AND BOX BEAM. COVER WITH TYVEK WRAP AND GALV PAPER BACK WIRE LATH WITH 7/8" SMOOTH STUCCO FINISH 1/4"X3"X3" STEEL HORIZONTAL TUBING WELDED TO FACE OF VERTICAL 1/4"XTX3" STEEL TUBING SECURE STUD WALL TO TOP OF STEEL 1 /4"X3"X3" STEEL TUBE BOX BEAM WITH 2 ROWS #1OX1" SCREWS ANGLE BRACE WELDED 4" OC 1/4"X3"X3" STEEL HORIZONTAL TUBING WELDED TO FACE OF VERTICAL 1/4"X3'X3" STEEL TUBING SECURE EACH END OF BEAM TO FACE OF VERTICAL 3"X3" STEEL TUBING WITH CLARKDIETRICH LS543 16GA CLIP AT TOP OF BEAM AND FILL ALL HOLES TO STEEL TUB AND TO BOX BEAM WITH #10X1" SDS DBL 8" 16 GA STEEL STUD BOX BEAM WITH 16GA 3 5/8" STEEL TRACK AT TOP AND BOTTOM WITH #1 OX 3/4" SCREWS 4" OC AT EACH SIDE. SECURE EACH END OF BEAM TO FACE OF VERTICAL 3"X3" STEEL TUBING WITH CLARKDIETRICH LS543 16GA CLIP AT TOP BEAM AND FILL ALL HOLES TO STEEL TUB AND TO BOX BEAM WITH #1OX1" SIDS 0 `v r a a r 1 /4"X3"X3" ST E I TO FACE OF VE 1 /4"X3"X3" STE TO FACE OF V CV EXISTING BUILDING ROOF 1/4"X3"X7" STEEL PLATE WELDED TO END OF STEEL TUBING AND SECURED TO FACE OF THE :2 BLOCK WALL WITH 2-1/2"X4" EXPANSION BOLTS hl �_ Z_ m EXISTING BLOCK WALL 3 9 VERIFY THESE CELLS ARE SOLID POURED. IF NOT FILL CELL SOLID WITH CONCRETE 11 Ott STEEL STUD WALL NOT SHOWN ON THIS DRAWING E F E MAIN BUILDING SIDE VIE NOT TO SCALE MA/ "'T'NG BUILDING ROOF FACADE NORTH & SOUTH • SLOPE i BUILDING SIDE VIEW NOT TO SCALE :LDED TO END OF =D TO FACE OF THE EXPANSION BOLTS DLID POURED. CONCRETE ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS U N Z co co 0 M F�tl Q O LL UI z v o U' Q N (n co Q W d 04 ul ❑ , W (D C) IN A "' �w LL milli LE ® �® uj N 00 M r r- to LLI ® I � m � Z x & — 1i Q ca w fl Z 41 (a — N V ' Q n o nL YJ l� Uj 0LL-� l.0 fl fl � Q) di I- Q Z O U) w ry 00 N Lo W I CA c G Z ® O W F- a O Z m 0 3 RICHARD L. KIDDEY P.E. FACADE FLOOR PLAN 1/8 11 = 1 1 Oil FLORIDA LICENSE NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2020 7 TH EDITION AND ASCE 7-16 FOR 139 MPH WIND ZONE RISK CATEGORY 11 IV ARKAY #19726