Mega Storage & Car Park

Transcription

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2 FILE: S:\CDD\8-950 Mega Storage - Yates\Phase \8-950 Phase - uilding G0.dwg DTE: /30/208 TIME: 0:49:36 M S- F F F F F F F S- SW CUT IN CONCRETE +/- 6" THICK (PER CONTRCTOR REQUEST) +/- 6" THICK (PER CONTRCTOR REQUEST) CONCRETE FLOOR SL, 3,000 P.S.I. MIN. CONCRETE FLOOR SL, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH TROWEL SMOOTH FINISH REINFORCED WITH 6" X 6" - W2.9/W2.9 W.W. MESH OR WITH 6" X 6" - W2.9/W2.9 W.W. MESH OR FIER MESH W/ 6 MIL VPOR RRIER ON FIER MESH W/ 6 MIL VPOR RRIER ON S- COMPCTED TRETED SOIL COMPCTED TRETED SOIL S- F F F FOUNDTION SCHEDULE MRK SIZE REINFORCING F 7'-0" X 7'-0" X '-6" D 7'-0" X 2'-0" X '-6" D DEPTH/4 /4" 6" 6" MIN. STOP MIN. W.W.M #5 9" O.C. E/W IN OTTOM (MIN. 3" COVER) #5 9" O.C. E/W IN OTTOM (MIN. 3" COVER) DEPTH THE TIMING OF THE INSTLLTION OF CONTROL JOINTS IS VERY IMPORTNT, THEREFORE THE CUTTING OF THE CONCRETE SHOULD EGIN FTER THE CONCRETE HS TTINED SUFFICIENT STRENGTH TO SUPPORT THE WEIGHT OF THE SW ND LLOW THE LDE TO CUT THROUGH THE GGREGTE WITHOUT RVELING. DO NOT WIT FOR NEXT DY. (OPTIONL USED TO REDUCE SHRINKGE CRCKS) SWCUT DETIL SCLE: N.T.S. 5/8" CDX TTCHED W/ #0 X -/2" TEK SCREWS T 8" O.C. THROUGHOUT S- 8" O.C. MX. 2'-0" EMED. (SEE PLNS FOR PROJ.) NCHOR OLT DI. PER LDG MFR. NCHOR OLT LOCTIONS & SE PLTES SHLL E DESIGNED Y METL UILDING MFG. 3/4" DI. X 34" LONG OLTS & 5/8" X 24" LONG HDG OLTS PER METL UILDING MNUF. PLNS NOTE: LL NCHORS TO RECEIVE TCK WELD TYP. NCHOR OLT DETIL SCLE: N.T.S. METL LDG. GIRT (Y OTHERS) PLYWOOD TTCHMENT DETIL SCLE: " = '-0" 5" X 5" X 3/8" THICK METL PLTE T THE OTTOM OF E. NCHOR OLT TCK WELD STRUCTURL FOUNDTION PLN - UILDING G0 SCLE: /8" = '-0" '-6" S- S- '-6" SEE FOUND. PLN 2 " 3" CLR. 2 " 3" CLR. 2 " EQUL '-8" SQURE STEEL COLUMN SCLE: " = '-0" F F F 2 " 2 S- SEE FOUNDTION PLN '-8" EQUL -/2" X -/2" SHEETING NOTCH FIERMESH OR WELDED WIRE MESH. SEE FOUND. 20" W X 8" D EXTERIOR MONO. FTG. SCLE: " = '-0" -/2" X -/2" SHEETING NOTCH STEEL COLUMN & NCHORGE Y MM /2", 5/8", OR 3/4" (SEE MM DWG'S)(EMED. PER MM) NCHOR OLTS W/ #3 THE OTTOM TIED TO PEDESTL STEEL (NOTE: WEDGE NHORS MY E DOOR FRMES W/ 5" EMED.) COLUMN ISOLTION JOINT F.F.E. SEE DETIL /S- (3) #3 TIES IN TOP 6" OF PIER 8" X 8" CONCRETE PIER W/ (8) #6 VERT. RS & #3 8" O.C. TIED TO OTTOM FOUNDTION STEEL SEE FOUNDTION PLN FOR REINFORCEMENT SEL DTE ISSUE REV. DTE PERMIT SET Mega Storage & Car Park PHSE - UILDING G0 PROJ. NO. WESITE: PHONE: C.. #: INDIN RIVER COUNTRY, ORID THIS SHEET November 30, 208 To the best of my knowledge, this structure has been designed in accordance with Chapter 6 Section 609 of the 207 Florida uilding Code (6th Edition). No other certifications are STRUCTURL PLN - UILDING "G0" & DETILS 4690 Lipscomb Street NE, Suite 6 Palm ay, Florida Federal Highway, Suite Lake Park, Florida expressed or implied nd Place, Suite 2C/2D Vero each, Florida SCLE: PPROVED Y CHECKED Y DRWN Y TL JWS JWS SEE SHEET 07/06/208 S- FOR LL GENERL ND DESIGN PRMETERS - SEE SHEET G- SHEET OF

3 859 Northgate lvd Cert. of uthorization# CLEMTIS ST, SUITE 94 West Palm each, FL 3340 TEL: FX: DTE: 6//7 JO NO: 8-52 PHSE 2 PHSE G F C FINL REVIEW SET G G0 PHSE 2 PHSE COPYRIGHT 207YTESSSOC. RCHITECTURE,INC.

4 859 Northgate lvd Cert. of uthorization# CLEMTIS ST, SUITE 94 West Palm each, FL 3340 TEL: FX: DTE: 6//7 JO NO: 8-52 PHSE 2 PHSE G F C FINL REVIEW SET G G0 PHSE 2 PHSE COPYRIGHT 207YTESSSOC. RCHITECTURE,INC.

5 859 Northgate lvd Cert. of uthorization# CLEMTIS ST, SUITE 94 West Palm each, FL 3340 TEL: FX: DTE: 6//7 JO NO: 8-52 PHSE 2 PHSE G F C FINL REVIEW SET G G0 PHSE 2 PHSE COPYRIGHT 207YTESSSOC. RCHITECTURE,INC.