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_ s .. �L..L.•__LL�' .L.'11-1 i J.i_i Il_: ITJP _ L-1. .1 1ob SEE ARCH SEE ARCH T.O. PARAPET Notes: T.O. PARAPET ' NOTE: :may SEE 1/S6 FOR KICKERS AT SIM. SECTION SEE 11/S5 FOR NOTES NOT SHOWN HERE. t 3(6" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING ATTACH TO WALL MEMBERS W/ _8d NAILS 0 6' O.C. EDGES PIPE BOLLARDS SEE ARCH. 2x6 STUDS AT 16" O.C. AND 12" O.C. INTERMEDIATE - LAYOUT STAGGERED AND Revisions: AGRIBOARD ROOF PANEL BY PANEL MFR. PERPENDICULAR TO WALL MEMBERS (4} 16d NAILS PER CONNECTION ATTACH TO ROOF MEMBERS W/ 10d NAILS ® 6" O.C. 5/8' STRUCTURAL GRADE 1 PLYWOOD ROOF DECK I I I SLAB C.J., SEE PLAN AND 1/S4 SEE PLAN PANEL BRG. 12/14 x 4-' R4 STAR HEAD SCREWS 12" O.C. PLACED 1%" 04" FROM END OF PANEL ANGLED ® 15 STAGGER ® 6" O.C. EACH SIDE OF PANEL HSS BEAM, SEE PLAN ot SEE ARCH -SECTION AT ENTRY LINTEL ,1 L) SCALE: 3/4" = 1'-O" AGRIBOARD KEY - APPLY 36" GLUE BEAD 4 SIDES OF KEY AND FASTEN WITH 12/14 x 4-Y4" R4 STAR HEAD SCREW THROUGH KEY @ 12" O.C. x 1W THREADED STUDS ® 24" O.C. WELD TO HSS GIRT WITH Y' FILLET WELD ALL AROUND CONT. 1_5x31�xY (LLH) OVER STOREFRONT, SHOP WELD TO GIRT �— STOREFRONT, SEE ARCH. (2) SIMPSON STHD14 HOT DIPPED GALVANIZED EMBEDDED IN TURNED DOWN SLAB AND FASTEN TO AGRI-PANEL PERIMETER TIMBER -STRAND . WITH (38) 16d NAILS AGRI—PANEL HOLD DOWN AT BUILDING OUTSIDE CORNERS PLAN DETAIL SCALE. 1" = 1'-0" SLAB TURNDOWN AROUND BASE PLATE NON -KEYED JOINT ISOLATION JOIN. REFER TO 6/S4 SEE SCHEDULE FOR BASE PLATE AND ANCHOR RODS 2" — .5/16 .k COLUMN & FTG, U.N.O. FACE OF AGRIBOARD PANEL - AND TURNED DOWN SLAB APPLY 2 COATS OF ASPHALTIC PAINT TO COLUMN AND BASE PLATE BELOW. FINISH FLOOR 2" NON -SHRINK GROUT SEE PLAN _ T.O. S.O.G. (2) 2x8 HOCKING AT SIGNAGE ATTACHMENT POINTS 2x6 BOTTOM PLATE RIP TO SLOPE, NAIL TO ROOF \ PANEL W/ 16d NAILS AT 8' O.C. LTP5 BY SIMPSON AT EVERY THIRD STUD, CENTER OVER TOP OF ROOF PANEL NAIL SHEATHING TO ROOF PANEL PROFILE BOARD W/ (2) 8D NAILS AT 6" O.C. SEE PLAN PANEL BRG. EDGES AND 12" O.C. INTERMEDIATE - LAYOUT STAGGERED AND PERPENDICULAR TO ROOF MEMBERS 2x8 KICKER AT 16" O.C. AGRIBOARD ROOF PANEL BY PANEL MFR. CONNECTION BY PANEL MFR. '�'— 2'-0"x2'-O" PANEL MINIMUM WO x 12' LONG OPENING BEYOND LAG SCREWS ® 24' O.C. H2.5 BY SIMPSON AT EACH 2x8 SEE 4/S6 FOR ---� CONNECTION AGRIBOARD WALL PANEL BY PANEL MFR. (TYPICAL) SECTION AT HIGH PARAPET SCALE: 3/4" = 1'-0" AGRIBOARD KEY - APPLY 3/8" GLUE BEAD 3 SIDES OF KEY TO EACH PANEL AND FASTED WITH 12/14 x 43/4' R4-STAR HEAD SCREW THROUGH KEY AT 12" O.C. MAX (1) SIMPSON STHD14 HOT DIPPED GALVANIZED EMBEDDED IN TURNED DOWN SLAB AND FASTE TO AGRI-PANEL PERIMETER TIMBER -STRAND BOARDS WITH (38) 16D NAILS EACH, SEE 6/S CONT. (2) 200 W/ %70 THRU-BOLTS W/ WASHERS AND DOUBLE NUT AT 24" O.C. (3) 1Od TOE NAILS PER CONECTION 4"00" LAG BOLT AT 24" O.C. BEAM, SEE PLAN 12/14 x 43/4" R4 STAR HEAD SCREWS ® 12' O.C. MAX. PLACED 15/8' i 1 /4" FROM END OF PANEL ANGLED ® 15'. STAGGER ® 6" O.C. EACH SIDE OF WALL HOLD DOWN AT PANEL END PLAN DETAIL SCALE: 1" = 1'-0" MINIMUM LENGTH AS REQ'D TO ACCOMMODATE GROUT, BASE PLATE, WASHER, NUT. PLUS %* PLATE WASHER, SEE GENERAL NOTES T.O. COLUMN BASE PLATE T.O. CONCRETE HEAVY HEX NUT SEE PLAN PANEL BRG. SUNSHADE, SEE AI 1 FOR NOTES WN HERE. SEE PLAN T.O. SLAB 6 SECTION AT LOW PARAPET (*—r—,�, PIPE BOLLARDS . 1 V / SCALE: 3/4" = 1'-0" 7%' AGRI-PANEL SIMPSON STHD14 HOT DIPPED GALVANIZED EMBEDDED IN TURNED DOWN SLAB AND FASTEN TO EACH PANEL END AGRI-PANEL PERIMETER TIMBER -STRAND WITH (38) 16d NAILS. SEE PLAN DETAILS 7 AND 8/S5 REFER TO 9/S4 FOR ADD'L INFO NOTE: APPLY SILL SEAL GASKETTO B/SILL PLATE SCALE: 1" = 1'-0" REFER TO 9/S4 FOR ADD'L INFO NOTE: APPLY SILL SEAL GASKETTO B/SILL PLATE 00 NOT EXTEND EDGE OF CONCRETE PAST SLAB C.J. 7%" AGRI-PANEL 12/14 X 4Y4' R4 STAR HEAD SCREWS ® 12" O.C. PLACED 1%" A" FROM BASE OF WALL ANGLED ® 15' STAGGER ® 6" O.C. EACH SIDE OF WALL APPLY %" BEAD OF GLUE TO 3 SIDES OF KEY PRESSURE TREATED 1 "X7%" SILL PLATE AND KEY - BY AGRIBOARD INDUSTRIES /� I /-7 -O X 12' ANCHOR RODS @ 24" O.C. AGRI—PANEL HOLD DOWN DETAIL AGRI—PANEL J aCHORAGE DETAIL SCALE: 1' - 1'-O" SCALE: 1" - 1'-0" %* TYP.I 0 0 0 0 SLAB TURNDOWN CL COLUMN & FTG, U.N.O. AROUND BASE PLATE STEEL COLUMN NON -KEYED ISOLATI JOINT. REFER TO 6/S4 5/16 SEE:SCHEDULE FOR BASE I PLATE AND ANCHOR RODS 2" NON -SHRINK GROUT SEE PLAN x x: w' T.O. S.O.G. -- 7%" AGRI-PANEL BY PANEL MANUF. BANK EQUIPMENT. SEE ARCH. SEE 5/S5 FOR COORDINATE SLAB GEOMETRY ADD'L INFO W/ BANK EQUIPMENT h"002" A.R. SHOP DRAWINGS ® 24" O.C. THICKEN SLAB 8" MIN. EXTERIOR GRADE. UNDER BANK EQUIPMENT SEE CIVIL SEE PLAN S.O.G. ,4c J • ' C x xn Seal' Consultants: DECAROWILLSON STRUCTURAL ENGINEERS 1725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (8131 248-8080 FAX (813)248-80B1 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARU, P.E. No. 55031 j® • , ter■ e I E E M E N T 6 ARCHITECTS -INTERIOR DESIGNERS Tampa Office The Edgewater Building 600 South Magnolia Avenue Suite 150 Tampa, Florida 33606 Phone �813 813) 251-0565 Fox 251-0567 Miami Office 1699 Coral Way suite 503 Miami, Florida 33145 Phone (305) 858-5858 Fox (305) 858-5850