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Notes: <br />NOTE: <br />COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER <br />SECTION �AT VAULT <br />L� SCALE: 3/4" = 1'-0" <br />7%" AGRI-PANEL BY PANEL MANUF. <br />VENEER. SEE ARCH. <br />PRE-FAB VAULT PANEL. (NO VENEER AT SIM.) PRE-FAB VAULT PANEL. <br />G.C. SHALL COORDINATE LOCATION G.C. SHALL COORDINATE LOCATION <br />OF CONNECTION WITH FABRICATOR OF CONNECTION WITH FABRICATOR <br />PRE-FAB VAULT PANEL TO SLAB 1 %12* A.R. PRE-FAB VAULT PANEL TO SLAB <br />ON GRADE CONNECTION BY FABRICATOR 0 24" O.C. ON GRADE CONNECTION BY FABRICATOR <br />/504" O.C. - 3 LAYERS EXTERIOR GRADE. #504" O.C. - 3 LAYERS <br />EACH WAY STAGGERED SEE CIVIL EACH WAY STAGGERED <br />SEE PLAN SEE PLAN <br />• ... T.O. S.O.G. •: T.O. S.O.G. <br />• • • • • • •' • • o <br />• :,,.• • � --- =s _ •�_: ,mow ••: •^. • ..• • <br />#4 DOWEL <br />0 24" O.C. S <br />o Li #4024" EE PLAN <br />-0" `' T.O. FTG. <br />a <br />o 0 3-/5 CONT. <br />a I w <br />5" COVER <br />BOT & SIDES <br />2'-0" <br />FOOTING WIDTH <br />NOTE: <br />COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER <br />SHEAR WALL SCHEDULE <br />DE OWD Thus , ; Puw <br />MARK <br />SHEAR (K) <br />MOMENT (K-FT) <br />SW-1 <br />5.7 <br />72.1 <br />SW-2 <br />5.7 <br />72.1 <br />SW-3 <br />0.5 <br />6.2 <br />SW-4 <br />3.3 <br />41.4 <br />SW-5 <br />2.2 <br />27.3 <br />SW-6 <br />5.3 <br />67.7 <br />NOTES: <br />ALL AGRIBOARD SHEAR WALLS SHALL BE ENGINEERED AND DESIGNED BY PANEL MANUF'R. <br />SUBMIT SIGNED AND SEALED DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. <br />SHEARWALL SCHEDULE <br />�\ EXTERIOR WALL FOOTING AT VAULT <br />�J SCALE: 3/4" = 1'-0" <br />6" 1" <br />0 <br />" a <br />t0 <br />o <br />6" 1' <br />0 o L COLUMN & FTC, U.N.O. <br />o D AT CORNER COLUMN WHEN REQ'D <br />01 <br />SLAB TURNDOWN CL COLUMN & FTG, U.N.O. <br />AROUND BASE PLATE <br />NON -KEYED JOINT 4" FACE OF AGRIBOARD PANEL <br />ISOLATION JOIN. AND TURNED DOWN SLAB <br />REFER TO 6/S4 <br />5/16 <br />SEE SCHEDULE FOR I/ <br />BASE <br />PLATE AND ANCHOR RODS 2' NON -SHRINK <br />GROUT SEE PLAN <br />x . T.O. S.O.G. <br />— SEE PLAN <br />T.O. FOOTING <br />3' MIN. <br />CLEAR COVER <br />3" MIN. <br />CLEAR COVER <br />NOTES: <br />1. SEE SCHEDULES FOR FOOTING SIZES AND REINFORCEMENT. <br />2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. <br />3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS. <br />4. WASHERS SHALL BE INSTALLED OVER OVERSIZED HOLES. <br />5. CONTRACTOR SHALL PROVIDE 7fi" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. <br />6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS. <br />TYP. EXTERIOR HSS 4x4 COLUMN FOOTING <br />SCALE: N.T.S. SCALE: N.T.S. <br />Y2 6d�fl�• A /� <br />11 <br />2'-6" <br />SEE PLAN <br />T.O. S.O.G. <br />EXTERIOR GRADE. <br />SEE CIVIL <br />4'-0" <br />#4024" O.C. <br />x x <br />3-#5 CONT. <br />1'-0" <br />�SECTION�AT�PERIMETER <br />SCALE: 3/4" = 1'-0" <br />COLUMN BASE PLATE <br />BELOW, SEE PLAN <br />1-#4 EACH SIDE <br />SEE PLAN <br />T.O. S.O.G. <br />VENEER. SEE ARCH. <br />(NO VENEER AT SIM.) <br />% '00 2" A.R. <br />0 24" O.C. <br />EXTERIOR GRADE. <br />SEE CIVIL <br />SECTION AT PERIMETER <br />SCALE: 3/4" = 1'-0" <br />736" AGRI-PANEL <br />BY PANEL MANUF. <br />REFER TO 5/S5 FOR <br />ADD'L INFO <br />4'-0" <br />#4024" O.C. <br />L COLUMN L COLUMN L COLUMN <br />CONSTRUCTION OR CONTROL CONSTRUCTION OR CONTROL <br />r z/'__ JOINT, SEE DETAIL 1 /S4 {. JOINT, SEE DETAIL 1 /S4 <br />HSS COLUMN, <br />SEE PLAN <br />r— — <br />I I <br />— I— <br />I I I <br />L — — J <br />�y <br />7b" NEOPRENE MATERIAL <br />INTERIOR COLUMN <br />N <br />COLUMN BASE PLATE <br />BELOW, SEE PLAN <br />1-#4 EACH SIDE <br />NOTES: <br />1. GENERAL CONTRACTOR TO COORDINATE BLOCKOUT SIZE WITH STEEL BASE PLATE TO PROVIDE A <br />MINIMUM CONCRETE COVER OF 3". SUBMIT BLOCKOUT SIZE TO THE ARCHITECT AND ENGINEER FOR APPORVAL. <br />2. PROVIDE A MINIMUM OF 3" OF CONCRETE COVER OVER BASE PLATE, ANCHOR RODS AND COLUMN. <br />3. POUR CONCRETE AFTER COLUMN IS SET AND BASE PLATE HAS BEEN GROUTED. <br />SLAB ON GRADE BLOCKOUT AT STEEL COLUMN <br />SCALE: 3/4" = 1'-0" <br />TOP OF GRADE. <br />SEE CIVIL <br />SLAB ON GRADE. <br />SEE PLAN <br />HSS COLUMN, <br />SEE PLAN <br />r <br />I I <br />— IA: <br />— GGLUMN <br />L — J <br />EXTERIOR COLUMN <br />NEOPRENE MATERIAL <br />COLUMN BASE PLATS <br />BELOW, SEE PLAN <br />1-#4 EACH SIDE <br />CORNER COLUMN <br />SEE PLAN <br />T.O. S.O.G. <br />oL SEE PLAN <br />T.O. FTG. <br />HSS COLUMN, <br />SEE PLAN <br />)6" NEOPRENE MATERIAL <br />SAW CUT SHALL BE DONE WITHIN 8 HOURS OF <br />CONCRETE PLACEMENT, AND AS SOON AS THE SLAB <br />CAN SUPPORT THE WEIGHT OF SAWING EQUIPMENT <br />WITHOUT DAMAGING THE FINISH SURFACE <br />SEE PLANS FOR " <br />yMAX. <br />T/4 MAX. <br />REINFORCEMENT CHAIRED 1 <br />SLAB ON GRADE INFO <br />\ <br />FROM TOP OF SLAB <br />/ <br />-i //// <br />N � <br />.. <br />x x z <br />x <br />CONTROL <br />JOINT <br />TOOL EACH EDGE TO 1/8" RADIUS <br />PROVIDE BOND BREAKER <br />SEE PLANS FOR <br />%"0xl'-6" SMOOTH BAR AT 12" O.C. <br />SLAB ON GRADE IN <br />LIGHTLY COAT EXPOSED END <br />OF DOWEL BARS. <br />x x <br />x x <br />NOTES: <br />1. PROVIDE JOINTS AT EVERY COLUMN LINE AND IN BETWEEN. <br />MAXIMUM JOINT SPACING TO BE 15 FEET. <br />2. REF. ARCH'L SPECIFICATIONS FOR JOINT SEALANT IF REQ'D. <br />Revisions: <br />Consultants: <br />DECAREMILLSEM <br />STRUCTURAL ENGINEERS <br />1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 <br />PHONE (813) 248-8080 FAx (813) 248-BOB1 <br />CERTIFICATE OF AUTHORIZATION # 25B96 <br />JOHN L. DECARO, P.E. No. 56031 <br />I. 40 <br />;Aor4E L E M E N T S <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) 251-0565 <br />Fax (813) 251-0567 <br />Miami Office <br />1699 Coral Way suite 503 <br />Miami, Florida 33145 <br />Phone (305) 858-5858 <br />Fox (305) 858-5850 <br />ELEMENTS state License *AA0002341 <br />WACHOVIA - ZEPHYR COMMONS <br />PARCEL 6 <br />US ROUTE 301 <br />ZEPHYRHILLS, FLORIDA <br />Drawing No./Date 11-26-08 <br />S4 <br />01- 011 <br />SLAB ON GRADE AT DEPRESSION <br />REMOTE TELLER PAD <br />TURN -DOWN SLAB ON GRADE AT CANOPY <br />CONSTRUCTION AND CONTROL JOINT DETAIL <br />Drawing Title/Scale/Drawn by <br />SECTIONS & <br />DETAILS <br />SCALE: AS NOTED <br />SCALE: N.T.S. SCALE: 3/4" = 1'-0" SCALE: 1" = 1'-0" SCALE: N.T.S. <br />FOR PERMIT 12/01/08 <br />