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I. 1 _ 1 I1 I -.. 1-.L_____-I. -J Notes: PRE-FAB VAULT PANEL. G.C. SHALL COORDINATE LOCATION OF CONNECTION WITH FABRICATOR NON -KEYED JOINT PRE-FAB VAULT PANEL TO SLAB AROUND VAULT ON GRADE CONNECTION BY FABRICATOR SLAB ON GRADE. 1504" O.C. - 3 LAYERS SEE PLAN FOR INFO 1'-0" MIN. EACH WAY STAGGERED SEE PLAN . x x �— K a . swo • •• ,. • . T.O. S.O.G. J U NOTE: COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER SECTION AT VAULT 1' J SCALE: 3/4" = 1'-0" SHEAR WALL SCHEDULE - MARK SHEAR (K) MOMENT (K-FT) SW-1 5.7 72.1 SW-2 5.7 72.1 SW-3 0.5 6.2 SW-4 3.3 41.4 SW-5 2.2 27.3 SW-6 5.3 67.7 NOTES: ALL AGRIBQARD SHEAR WALLS SHALL BE ENGINEERED AND DESIGNED BY PANEL MANUF'R. SUBMIT SIGNED AND SEALED DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO FABRICATION. SHEARWALL SCHEDULE SCALE: N.T.S. CONSTRUCTION JOINT, a WHERE SHOWN ON PLAN 736w AGRI-PANEL BY PANEL MANUF. VENEER. SEE ARCH. (NO VENEER AT SIM.) PRE-FAB VAULT PANEL. G.C. SHALL COORDINATE LOCATION OF CONNECTION WITH FABRICATOR �"1bx i 2' A.R. PRE-FAB VAULT PANEL TO SLAB 0 24" O.C. ON GRADE CONNECTION BY FABRICATOR EXTERIOR GRADE. J504" O.C. - 3 LAYERS SEE CIVILEACH WAY STAGGERED SEE PLAN T.O. •� • . ' • • '!a . • .• • S.O.G. E • • •• • • • • • •. • • • 4 DOWEL ` w •: • • ,,. 0 24" O.C. �...... • • : — } i- #4024" SEE PLAN d �1`-0" ' - T.O. FTG. c o d �, 3-J5 CONT. a 5" COVER BOT & SIDES 2'-O' FOOTING WIDTH NOTE: COORDINATE PRE-FAB VAULT CONNECTION W/ SUPPLIER EXTERII SEE CI 1'-0" `IiEXTERIOR -WALL. FOOTING. AT VAULT ,, SECTION AT PERIMETER _ SCALE: 3/4" = 1'-O" SLAB TURNDOWN AROUND BASE PLATE NON -KEYED JOINT ISOLATION JOIN. REFER TO 6/S4 SEE SCHEDULE FOR BASE PLATE AND ANCHOR RODS 3' MIN. — CLEAR COVER 6" 1- i o a E,O 0 6' 1 " 20, 0 0L COLUMN & FTG, U.N.O. o AT CORNER COLUMN WHEN REO'D lit CL COLUMN & FTG, U.N.O. 4" FACE OF AGRIBOARD PANEL AND TURNED DOWN SLAB 5/16 l 2' NON -SHRINK GROUT SEE PLAN ° T.O. S.O.G. SEE PLAN " T.O. FOOTING 3" MIN. CLEAR COVER ,' V) SCALE: 3/4" = 1'-0" COLUMN BASE PLATE BELOW, SEE PLAN 1-#4 EACH SIDE SERE PLAN_ T.O. S.O.G. VENEER. SEE ARCH. r IPA' AGRI-PANEL (NO VENEER AT SIM.) BY PANEL MANUF. Px12" A.R. REFER TO 5/S5 FOR 0 24" O.C. ADDT INFO 4'-0" 14024' O.C. 1'-1' F� EXTERIOR GRADE. SEE CIVIL SEE PLAN "-4 x 1m- S.O.G. _...... : .d r.c_�.. is it #4 DOWEL ' " I` 3- 5 CONT. 0 24" O.C. • : #4024 tSEE PLAN T.O. FTG. o a 3-#5 CONT. G c ' t:--I 5" COVER BOT & SIDES -I 2'-Ow FOOTING WIDTH NOTE: REFER TO 6/S5 FOR HOLD-DOWNS AT AGRIBOARD PANEL PERIMETER TIMBERSTRAND MEMBERS SECTION. AT PERIMETER SCALE: 3/4" = 1'-0" L COLUMN L COLUMN L COLUMN - z/`,__ CONSTRUCTION OR CONTROL JOINT, SEE DETAIL 1/S4 .}. z__1'__ CONSTRUCTION OR CONTROL JOINT, SEE DETAIL 1/S4 } HSS COLUMN, SEE PLAN I I I L_— J �y NEOPRENE MATERIAL INTERIOR COLUMN COLUMN BASE PLATE BELOW, SEE PLAN 1-#4 EACH SIDE NOTES: 1. GENERAL CONTRACTOR TO COORDINATE BLOCKOUT SIZE WITH STEEL BASE PLATE TO PROVIDE A MINIMUM CONCRETE COVER OF 3". SUBMIT BLOCKOUT SIZE TO THE ARCHITECT AND ENGINEER FOR APPORVAL. 2. PROVIDE A MINIMUM OF 3" OF CONCRETE COVER OVER BASE PLATE, ANCHOR RODS AND COLUMN. 3. POUR CONCRETE AFTER COLUMN IS SET AND BASE PLATE HAS BEEN GROUTED. I.?y HSS COLUMN, SEE PLAN r I I — } — j7WUJMN EXTERIOR COLUMN A" NEOPRENE MATERIAL COLUMN BASE PLA'' BELOW, SEE PLAN 1-#4 EACH SIDE CORNER COLUMN HSS COLUMN, SEE PLAN 7j" NEOPRENE MATERIAL Revisions: NVAMOVXA Seal: W,A i Consul ants: y DECAROWILLSCIN STRUCTURAL ENGINEERS 1 725 E. 5TH AVENUE, TAMPA, FLORIDA 33605 PHONE (813} 248-8080 FAx (813) 248-80B1 CERTIFICATE OF AUTHORIZATION # 25896 JOHN L. DECARO, P.E. No. 56031 10 �' l M0 . s r M r MTQ �� \ CONCRETE PLACEMENT AND ASISOON AS THEFSLAB E c _:.•_� a� •,-� .w .6. x' _ , X X-�- CAN SUPPORT THE WEIGHT OF SAWING EQUIPMENT ARCHITECTS - INTERiOR DESIGNERS WITHOUT DAMAGING THE FINISH SURFACE Tampa Office �_` ' ..' 18" ' �1 ' ..... _ � .. 3 020" D.C. The Edgewater Building ,. , , tt E:.••:••:•E ^ I I - SLAB ON GRADE INFO / REINFORCEMENT CHAIRED 1 J� 600 South Magnolia Avenue FINISH SLAB--" I:_•• SEE PLANS FOR Yw T 4 MAX NATURAL SLOPE SEE PLAN SLAB ON GRADE. FROM TOP OF SLAB Suite 150 STEP IN SLAB < T.O. S.O.G. TOP OF GRADE, SEE PLAN x Tampa,306 x Phone Q6d - SEE CIVIL Fox O tL CCjI. .1 1........-.- .I I... ..I I. ..I i ;. .j ^I ....._._. a�_...s... —, ,Wi. _; • E.,. Miami 250ffice E I- s w ®� o j.- i ...I -I LAP BARS 1 _O d <. CONTROL J01NT 1699 Carol Way suite 503 LAP MESH 2 ` I ' Miami, Florida 33145 FINISH SLAB L SQUARES x !.x x Phone (305) 858-5858 84 CONT. I -I 3 -1�; _ i I- Fox (0) 858-5850 _ i E E '(1)4 CONT. EDGE _ ........-- - RADIUS TOOL EACH EDGE TO 1/82-6 PROVIDE BOND BREAKER ..T77 L3EMENTS Slate 1Jcense #AA0002341 SEE PLANS FOR %"0x1'-6" SMOOTH BAR AT 12" O.C. SLAB ON GRADE IN H3 D END _OF DOWEL BARS. d :: ... NATURAL SLOPE ILI x a x rt ,CONSTRUCTION JOINT, ....,...... ...___ 1 •-----• i —• � : ............I ; ; .._._.__ 1 ? .__.._.I _�•_ I WHERE SHOWN ON PLAN WACHOVtA -ZEPHYR COMMONS STEP IN sLAe FROM " To s* CONSTRUCTION JOINT PARCEL 6 US ROUTE 301 NorEs: ZEPHYRHILLS, FLORIDA 1. COORDINATE DEPTHS & `LOCATIONS OF ALL FLOOR DEPRESSIONS,:W/ 1• NOTES: ARCHITECTURAL DRAWINGS. 1. PROVIDE JOINTS AT EVERY COLUMN LINE AND IN BETWEEN. Drawlnq No./Date 11-26-08 2. PROVIDE (1)14x4'-O" TOP AT INTERIOR CORNERS OF ALL DEPRESSIONS. MAXIMUM JOINT SPACING TO BE 15 FEET. 2. REF, ARCH'L SPECIFICATIONS FOR JOINT SEALANT IF REQ'D. S4 Drawing Tltle/Scale/Drawn by SECTIONS & DETAILS SLAB ON GRADE AT DEPRESSION REMOTE TELLER PAD TURN -DOWN SLAB ON GRADE AT CANOPY CONSTRUCTION AND CONTROL JOINT DETAIL SCALE: AS NOTED SCALE: N.T.S. SCALE: 3/4" = 1`-O' SCALE: 1" = 1'-0" SCALE: N.T.S. FOR PERNT 12/01/08 1. SEE SCHEDULES FOR FOOTING SIZES AND REINFORCEMENT. 2. SEE PLAN FOR TOP OF FOOTING ELEVATIONS. 3. USE OVERSIZED HOLES FOR ANCHOR RODS ACCORDING TO AISC SPECIFICATIONS. 4. WASHERS SHALL *►r INSTALLED OVER OVERSIZED HOLES. 5. CONTRACTOR SHA_E. PROVIDE 16" THICK TEMPLATE FOR ANCHOR ROD INSTALLATION. 6. FINISH COLUMN AND TOP OF BASE PLATE ACCORDING TO AISC SPECIFICATIONS. TYP. EXTERIOR HSS 4x4 COLUMN FOOTING SCALE: N.T.S. SLAB ON GRADE BLOCKOUT AT STEEL COLUMN SCALE: 3/4' = 1'-0"