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NOTE: AN ALTERNATE TO TYPE B DECK AT EXTERIOR CANOPY SHALL BE EPICORE ER2R-20 OR APPROVED EQUAL. COORDINATE WITH ARCHITECTURAL DRAWINGS. CONT. L3 x 3 x 1/4 (AT OUTSIDE PERIMETER OF CANOPY) HSS 10X4X3/16 (LSV) OL 12'-0" BQTT. CANOPY STEEL HSS 4 X 2 X 1/4 (LSV).---/ SEE PLAN FOR SPACING. FASTEN L3 X 3 X 3/16 X 0'-3" TO MASONRY w/ (1) 3/4"0 HILTI—HIT HY70 ADHESIVE ANCHOR (4" EMBEDMENT) NEAR AND FAR SIDE. WALL _SECTION TOP HSS AT SCREEN WALL 1 1/2" METAL ROOF DECK. SEE PLAN. REF: 5/S4.2 FOR JOIST BEARING CONNECTION. 19'--4" TOP MASONRY 90' STD. ACI HOOK / K.O. BLOCK w/ (1) #5 CONT., GROUTED SOLID. OIU 17'-4 3/8" JOIST BEARING TYPICAL MASONRY TIE BEAM: ---< (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE, BQTT./TIE BM. = 16'-0" 7'-4" A 3/16 12@12 CONT. HSS 4 x 2 x 1/4 (LSV)- • HSS STUB COLUMN BEYOND. SEE PLAN 2,-2" CONT. HSS 4 X 2 X 1/4 (LSH) SPLICE AS REQ'D. AT STUB COL. LOCATIONS CAP R 1/4 NOTE: INFILL FRAMING BETWEEN HORIZONTAL STEEL TUBES SHALL BE 4", 18GA. METAL STUDS AT 24" O.C. (40OS162-43) WITH 4", 18 GA. TOP AND BOTTOM TRACKS (40OT125-43) SS 4 X 2 X 1/4 (LSH) STEEL ROOF JOIST.—/ SEE PLAN. 8" MASONRY WALL w/ HORIZ. JOINT REINF. AT 16" O.C. VERTICAL WALL REINFORCING, SEE PLAN FOR SIZE AND a SPACING, a1 a CONCRETE BEAM. 'p .j SEE PLAN. I. I° 90' STD. ACI HOOK f � i '—O" e 12 Iti fT./C\_ ONCRETE BEAM CONT. L6 X 3 1 /2 X 5/16 w/ 1 /2" 05 X 4" H.S. AT 24" Q.C, BOTT./PRECAST LINTEL PRECAST CONC. LINTEL BEAM (L-2). REFER TO SHEET S2.1 STOREFRONT WINDOW SYSTEM BY OTHERS. REFER TO ARCHITECT DWG's. LIGHT GAUGE FRAMING CONNECTIONS: 1. CLIP ANGLE (MINIMUM): 16 GA. L 3 x 2 x 0-4 2. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO STRUCTURAL STEEL (3/16" MIN. THICKNESS) WITH (4) 0.157" 0 HILTI X—U 16 POWDER ACTUATED FASTENERS (PAF). 3. METAL STUDS AND/OR CLIP ANGLES SHALL BE CONNECTED TO METAL STUDS WITH MINIMUM (4) ##10 TEK SCREWS. 4. METAL TRACK/RUNNER SHALL BE CONNECTED TO METAL STUD WITH (1) #10 TEK SCREW AT EACH FLANGE (2 SCREWS TOTAL PER STUD). 5. CONTINUOUS METAL STUD TRACKS SHALL BE CONNECTED TO STRUCTURAL STEEL WITH (2) 0.157" 0 HILTI X—U 16 POWDER ACTUATED FASTENERS AT 12" O.C. MINIMUM. 6. CONTINUOUS TRACKS SHALL BE FASTENED TO CONCRETE AND/OR MASONRY WITH (1) 1/4"0 x 1 3/4" TAPCON FASTENERS AT 16" Q.C. 7, CLIP ANGLES SHALL BE FASTENED TO CONCRETE/MASONRY WITH (3) 1 /4"05 x 1 3/4" TAPCON FASTENERS. 8. CONNECT PLYWOOD SHEATHING TO METAL STUDS WITH #10 TEK FLATHEAD SCREWS AT 6" O.C. AT PANEL EDGES AND AT 8" O.C. AT INTERIOR SUPPORTS. 9. CONNECT 5/8" THICK DENSGLASS SHEATHING TO METAL STUDS WITH #6 1-1/4" BUGLE HEAD (FINE THREAD) SCREWS AT 6" O.C. AT PANEL EDGES AND AT 6" O.C. AT INTERIOR SUPPORTS (MINIMUM). 10. AS REQUIRED, THE CONTRACTOR SHALL PROVIDE CUP ANGLES FOR ALL METAL STUDS SO PROPER ALIGNMENT CAN BE ATTAINED. SEE FASTENING REQUIREMENTS ABOVE. LIGHT GAUGE FRAMING NOTES. - A. THE LIGHT GAUGE MEMBER SIZES INDICATED ON THE DRAWINGS ARE A MINIMUM DEPTH AND GAUGE REQUIRED TO MEET THE DESIGN INTENT AND ARE BASED ON THE PROPERTIES AND MATERIALS OF THE STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) STANDARDS. ANY MANUFACTURER WHOSE PRODUCT GEOMETRIES MEETS OR EXCEED THE SSMA STANDARDS ARE ACCEPTABLE. VERT. REINF. SEE PLAN. CONCRETE BI SEE PLAN, 90' STD. ACI EMBED 3/ w/ (3) 3/4" STUDS 1 1 /2" METAL ROOF DECK. SEE PLAN. CONT. L3 X 3 X 3/16 19'-4" w_ -w'I • • = • _ �I to 1 ! • 1 _ ■ TYPICAL MASONRY TIE BEAM: -< (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BOTT./TIE BM. = 16'-0" 3/4"0 x 6" WELDED HEADED STUDS (TYP.) SECTION (COLUMN CAP R ) SCALE: 3/4" = 1'-0" CONT. HSS 4 X 2 X 1/4 (LSH) SPLICE AS REQ'D. AT STUB COL. LOCATIONS CAP R 1/4 NOTE: INFILL FRAMING BETWEEN HORIZONTAL STEEL TUBES SHALL BE 4", 18GA. METAL STUDS AT 24" O.C. (40OS162-43) WITH 4", 18 GA. TOP AND BOTTOM TRACKS (40OT125-43) HSS 4 X 2 X 1/4 (LSH) SE£4PLAN_' �..� C 8X11.5 X 2'-4"- JOIST TOP CHORD - 1/2"0 THRU-BOLT.. w/ NUT & WASHER WALL SECTION SCALE: 3/4" = 1'-0" (A -A) AT CHANNEL 4 ENDS HSS STUB COLUMN. SEE PLAN. C 8X11.5 X 2'-4" STEEL ROOF JOIST. SEE PLAN. 19'-4" TOP/MASONRY 90' STD, ACI HOOK K.O. BLOCK w/ (1) #5 CONT. 16'-6 7/8" HSS BEARING TYPICAL MASONRY TIE BEAM: — (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BQTT./TIE BM. = 16'-0" 14'-2" OF R _—_---_.__ r,_�„ VERTICAL WALL REINFORCING (TYP.) SEE PLAN FOR SIZE AND SPACING, 8" MASONRY WALL w/ HORIZ. JOINT REINF. AT 16" O.C. (TYP.) DRIVE-THRU WINDOW (BY OTHERS) CONCRETE CURB. REFER TO CIVIL DWG'S. BONDBREAKER 1 /2" ISOLATION JOINT CONC. SLAB. SEE CIVIL DWG'S. IN 0'-00 TOP/SLAB 6" INTERIOR METAL STUD FRAMING BY OTHERS. REFER TO ARCHITECT DWG's. PRECAST CONC. LINTEL BEAM (L-2). REFER TO SHEET S2.1 K.O. BLOCK w/ (1) #5 CONT., GROUTED SOLID. REFER TO 9/S4.1 FOR ADDITIONAL INFORMATION. PARTIAL COURSE AS REQ'D. BELOW K.O. BLOCK TO MAINTAIN MASONRY COURSING. 3 WALL SECTION (OPP. HAND) 2" 6» 2„ BEARING R 3/8" x 7 " 1 /2" x 0'-10" w/ (2) 1 /2"0s x 6" WELDED HEADED STUDS r� LSEE PLAN. TYPICAIL MASONRY TIE BEAM: (2) COURSE K.O. BLOCK w/ (1) #5 CONT. IN EACH COURSE. BQTT./TIE BM. = 15'-4" 13'-4 3/8" ,w. BOTT./PRECAST LINTEL BM. 9AIG PROFESSIONAL ENGINEERING, INC. 16912 Melissa Ann Dr . Lutz, FL . 33558 Ph:813.963.1906 STRUCTURAL 3336 Grand Blvd. Suite 201 Holiday, Florida 34690 Ph. 727. 815. 3336 aovv�� 907 S. FT. HARRISON AVENUE SUITE 102 CLEARWATER, FL 33756 727-210-1900 TO THE BEST OF THE KNOWLEDGE OF THE ARCHITECTS AND ENGINEERS, SAID PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE MINIMUM FIRE SAFETY STANDARDS 1►11111 HII `% P� C. GVO �.. y 1 C tv � r YY�� �`. • U Jr 3 i w .. ♦ s ©< Y Ar r 1. 0 0. ) ,**$;.# i 0 w i~ c� .n a� c� Z Cif 0 Cc Ci W --� LL Cn cc 0 n >- Q vim.. N > J 00 LU 04.06.1 8 date 17060 COMM. rao. WALL SECTIONS Alan C. Guenther, P.E. #53308 / C.A. #26813 '