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SEE ARCH SEE ARCH Notes: <br />T.O. PARAPET ' NOTE: T.O. PARAPET <br />25. <br />SEE 1/S6 FOR KICKERS AT SIM. SECTION <br />NOTE: <br />SEE 11/S5 FOR NOTES =' <br />NOT SHOWN HERE. <br />?4s" STRUCTURAL GRADE 1 PLYWOOD WALL SHEATHING <br />ATTACH TO WALL MEMBERS W/ 8d NAILS 0 6" O.C. EDGES PIPE BOLLARDS, SEE ARCH <br />2x6 STUDS AT 16" O.C. AND 12" O.C. INTERMEDIATE - LAYOUT STAGGERED AND R9V1310n3: <br />PERPENDICULAR TO WALL MEMBERS <br />AGRIBOARD ROOF PANEL BY PANEL MFR. <br />(4) 16dNAILS PER ZZ <br />CONNECTION 5/8" STRUCTURAL GRADE 1 PLYWOOD ROOF DECK / SLAB C.J., SEE PLAN AND 1/S4 <br />LZ ATTACH TO ROOF MEMBERS W/ 10d NAILS 0 6" O.C. I I I I / <br />SEE PLAN <br />PANEL BRG. <br />12/14 x 4Y" R4 STAR HEAD SCREWS — <br />0 12" O.C. PLACED 1%" :Y" FROM <br />END OF PANEL ANGLED 0 157 <br />STAGGER 0 6" O.C. EACH SIDE OF PANEL <br />HSS BEAM, SEE PLAN <br />SEE ARCH <br />NF <br />SECTION AT ENTRY LINTEL <br />"L J SCALE: 3/4" = 1'-0- <br />AGRIBOARD KEY - APPLY )6" GLUE BEAD <br />4 SIDES OF KEY AND FASTEN WITH <br />12/14 x 4Y" R4 STAR HEAD SCREW <br />THROUGH KEY 0 12" O.C. <br />___— ,�"0 x 1Y" THREADED STUDS 0 24" O.C. <br />WELD TO HSS GIRT WITH Y," FILLET WELD <br />ALL AROUND <br />CONT. L5x31�xY (LLH) OVER STOREFRONT, <br />SHOP WELD TO GIRT <br />STOREFRONT, SEE ARCH. <br />(2) SIMPSON STHD14 HOT DIPPED GALVANIZED <br />EMBEDDED IN TURNED DOWN SLAB AND FASTEN <br />TO AGRI-PANEL PERIMETER TIMBER -STRAND <br />WITH (38) 16d NAILS <br />AGRI-PANEL HOLD DOWN AT BUILDING <br />OUTSIDE CORNERS PLAN DETAIL <br />SCALE: 1" = 1'-0" <br />to <br />6" 2" <br />r- <br />'4P <br />L COLUMN & FTG, U.N.O. <br />SLAB TURNDOWN <br />AROUND BASE PLA\\RODS <br />FACE OF AGRIBOARD PANEL <br />AND TURNED DOWN SLAB <br />NON -KEYED JOINT, APPLY 2 COATS OF ASPHALTIC <br />ISOLATION JOIN.PAINT TO COLUMN AND BASE PLATE <br />REFER TO 6/S4BELOW FINISH FLOOR <br />SEE SCHEDULE FO <br />PLATE AND ANCHO2" NON SHRINK <br />GROUT SEE PLAN <br />x T.O. S.O.G. <br />SEE PLAN <br />T.O. FOOTING <br />l . <br />3" MIN, <br />CLEAR COVER <br />3" MIN. <br />CLEAR COVER <br />EDGES AND 12" <br />O.C. INTERMEDIATE - LAYOUT STAGGERED <br />(2) 2x8 BOCKING AT <br />AND PERPENDICULAR TO ROOF MEMBERS <br />SIGNAGE ATTACHMENT POINTS <br />2x8 KICKER AT <br />16" O.C. <br />26 BOTTOM PLATE RIP <br />CONT. (2) 2x10 W/ %-0 <br />TO SLOPE, NAIL TO ROOF <br />THRU-BOLTS W/ WASHERS AND <br />PANEL W/ 16d NAILS <br />DOUBLE NUT AT 24" O.C. <br />AT 8" O.C. <br />LTP5 BY SIMPSON AT <br />EVERY THIRD STUD, <br />(3) tOd TOE NAILS <br />CENTER OVER TOP OF <br />PER CONECTION <br />ROOF PANEL <br />2)i <br />AGRIBOARD ROOF <br />)6"0x7" LAG BOLT AT 24" O.C. <br />NAIL SHEATHING TO ROOF <br />PANEL BY PANEL MFR. <br />PANEL PROFILE BOARD W/ <br />(2) 8D NAILS AT 6" O.C. <br />,MNSEE PLAN <br />PANEL BRG. <br />2'-0"x2'-0" PANEL <br />CONNECTION BY PANEL MFR. <br />OPENING BEYOND <br />MINIMUM V0 x 12" LONG <br />LAG SCREWS 0 24" O.C. <br />H2.5 BY SIMPSON AT <br />BEAM, SEE PLAN <br />EACH 2x8 <br />SEE 4/S6 FOR <br />CONNECTION <br />AGRIBOARD WALL <br />PANEL BY PANEL MFR. (TYPICAL) <br />SECTION AT <br />HIGH PARAPET <br />SCALE: 3/4" = 1'-0" <br />AGRIBOARD KEY - APPLY 3/8" GLUE BEAD <br />3 SIDES OF KEY TO EACH PANEL AND FASTEI <br />WITH 12/14 x 43/4" R4 STAR HEAD SCREW <br />THROUGH KEY AT 12" O.C. MAX <br />(1) SIMPSON STHD14 HOT DIPPED GALVANIZED <br />EMBEDDED IN TURNED DOWN SLAB AND FASTE <br />TO AGRI-PANEL PERIMETER TIMBER -STRAND <br />BOARDS WITH (38) 16D NAILS EACH, SEE 6/E <br />12/14 x 43/4" R4 STAR HEAD SCREWS <br />0 12" O.C. MAX. PLACED 15/8" f1/4" <br />FROM END OF PANEL ANGLED 0 15'. <br />STAGGER 0 6" O.C. EACH SIDE OF WALL <br />HOLD DOWN AT PANEL END PLAN DETAIL <br />SCALE: 1" = 1'-0" <br />MINIMUM LENGTH AS REQ'D <br />TO ACCOMMODATE GROUT, <br />BASE PLATE, WASHER, NUT, <br />PLUS 1, ¢* <br />PLATE WASHER, SEE <br />GENERAL NOTES <br />T.O. COLUMN BASE PLATE <br />T.O. CONCRETE <br />HEAVY HEX NUT <br />NOTES: <br />1. BOLT THREADS AT THE EMBEDDED END SHALL BE STRIKED AT TWO PLACES <br />BELOW THE HEAVY HEX NUT. <br />2. UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE TIGHTENED TO A "SNUG <br />TIGHT" CONDITION AS DEFINED BY AISC AFTER THE CONCRETE IS AT LEAST <br />14 DAYS OLD. <br />3. THE HOLE IN THE PLATE WASHER SHALL BE Ks" LARGER THAN THE BOLT <br />SEE PLAN <br />PANEL BRG. <br />SUNSHADE, SEE AI <br />1 FOR NOTES <br />WN HERE. <br />n SECTION AT LOW �RARAPET <br />V / SCALE: 3/4" = 1'-O" <br />7%" AGRI-PANEL <br />SIMPSON STHD14 HOT DIPPED GALVANIZED EMBEDDED IN <br />TURNED DOWN SLAB AND FASTEN TO EACH PANEL END <br />AGRI-PANEL PERIMETER TIMBER -STRAND WITH (38) 16d NAILS. <br />SEE PLAN DETAILS 7 AND 8/S5 <br />REFER TO 9/S4 FOR <br />ADD'L INFO <br />NOTE: <br />APPLY SILL SEAL GASKETTO B/SILL PLATE <br />AGRI-PANEL HOLD DOWN DETAIL <br />SCALE: 1" = 1'-0" <br />1}1" TYP.I <br />0 <br />0 <br />fio <br />0 <br />SLAB TURNDOWN <br />CL COLUMN & FTG, U.N.O. <br />AROUND BASE PLATE <br />STEEL COLUMN <br />NON -KEYED ISOLATI <br />JOINT. REFER TO 6/S4 <br />5/16 <br />-SEE SCHEDULE FOR BASE <br />PLATE AND ANCHOR RODS <br />2" NON -SHRINK <br />GROUT <br />SEE PLAN <br />x <br />3 x <br />�.0. S.O.G. <br />f <br />SEE PLAN <br />— <br />T.O. FOOTING <br />u^ <br />3" MIN. <br />CLEAR COVER <br />3" MIN. <br />CLEAR COVER <br />SEE PLAN <br />T.O. SLAB <br />l <br />CN <br />DO NOT EXTEND EDGE <br />OF CONCRETE PAST SLAB C.J. <br />.. 3, ... .. ........ <br />71 2'-6"x2'-0" MIN. <br />PIPE BOLLARDS <br />SCALE: 1" = 1'-0" <br />REFER TO 9/S4 FOR <br />ADD'L INFO <br />NOTE: <br />APPLY SILL SEAL GASKETTO B/SILL PLATE <br />736" AGRI-PANEL <br />12/14 X 4Y" R4 STAR HEAD SCREWS 0 12" O.C. <br />PLACED 1%" #Y," FROM BASE OF WALL ANGLED 0 15' <br />STAGGER 0 6" O.C. EACH SIDE OF WALL <br />APPLY V BEAD OF GLUE TO 3 SIDES OF KEY <br />PRESSURE TREATED 1'X736" SILL <br />PLATE AND KEY - BY AGRIBOARD INDUSTRIES <br />,i"0 X 12" ANCHOR RODS 0 24" O.C. <br />AGRI-PANEL ANCHORAGE DETAIL <br />SCALE: 1" = l'-O" <br />7%" AGRI-PANEL <br />BY PANEL MANUF. <br />" <br />BANK EQUIPMENT. <br />SEE ARCH. <br />SEE 5/S5 FOR <br />COORDINATE SLAB GEOMETRY <br />ADD'L INFO <br />W/ BANK EQUIPMENT <br />"0x12" A.R.SHOP <br />DRAWINGS <br />0 24" O.C. <br />THICKEN SLAB 8" MIN. <br />EXTERIOR GRADE. <br />UNDER BANK EQUIPMENT <br />SEE CIVIL <br />oL SEE PLAN <br />Y Y <br />T.O. S.O.G. <br />#4 DOWEL <br />8" MIN <br />0 24" O.C. <br />14024" <br />3-5 CONT. <br />PROVIDE DOUBLE LAYER <br />0 <br />6x6 W2.9xW2.9 W.W.F. <br />3" COVER <br />IN THICKENED SLAB UNDER <br />BOT &SIDES <br />BANK EQUIPMENT <br />21-0" <br />e. <br />FOOTING WIDTH <br />■ <br />Consultants: <br />a <br />AN Jwlil <br />DECAR13WILLS13N <br />STRUCTURAL ENGINEERS <br />�::.��'F„:,. V <br />1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 <br />PHONE (91 3) 248-8080 FAx (81 3) 248-B081 <br />CERTIFICATE OF AUTHORIZATION # 25896 <br />JOHN L. DECARO, P.E. No. 56031 <br />.I♦ <br />I. <br />I� • let <br />E L E M E N T 6 <br />1 <br />ARCHITECTS -INTERIOR DESIGNERS <br />Tampa Office <br />The Edgewater Building <br />600 South Magnolia Avenue <br />Suite 150 <br />Tampa, Florida 33606 <br />Phone �813 <br />813) 251-0565 <br />Fax 251-0567 <br />Miami Office <br />1699 Coral Way suite 503 <br />Miami, Florida 33145 <br />Phone (305) 858-5858 <br />Fax (305) 858-5850 <br />ELEMENTS State License *AA0002341 <br />WACHOVIA - ZEPHYR COMMONS <br />PARCEL 6 <br />US ROUTE 301 <br />ZEPHYRHILLS, FLORIDA <br />DIAMETER. NOTE: Drawing No./Date 11-26-08 <br />NOTES: NOTES: REFER TO 9/S4 FOR ADD'L INFO. <br />1. SEE SCHEDULES FOR FOOTING SIZES AND REINFORCEMENT. 1. SEE SCHEDULES FOR FOOTING SIZES AND REINFORCEMENT. <br />2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. 2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. <br />3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS. 3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS. <br />4. WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES. 4. WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES. <br />5. CONTRACTOR SHALL PROVIDE 76" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. 5. CONTRACTOR SHALL PROVIDE )6" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. 01-011 <br />6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS. 6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS. <br />Drawing Title/Scale/Drawn by <br />SECTIONS & <br />TYP. EXTERIOR HSS�6x�60�0LUMN F�OOTING TYPICAL ANCHOR ROD TYP. INTERIOR COLUMN FOOTING THICKENED SLAB AT BANK EQUIPMENT DETAILS <br />1 SCALE: AS NOTED <br />7 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: 3/4" = l'-O" <br />FOR PERMIT 12/01/08 <br />