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HomeMy WebLinkAboutBuilding Plansvcn_ m Z-< STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND FRAME AND ALUMINUM O CENTER LEDGER PIER SCREEN, VINYL OR GLASS WALL SB 2"x6' JOIST HANGER EACH END SEE DETAILS SECTION 2 OR 5 © BRIDGING 48" O.C. HOST STRUCTURE 5/9' PLYWOOD FACE GRAIN PERPENDICULAR TO JOIST 8'-0" MAX. `/ I j PERIMETER PIER SPACING-T GALVANIZED BUCKET - WIDTH (VARIES) KNEE BRACE REQUIRED FOR HEIGHT OVER 4'-0" 3/8" x 5" BOLT 3-1/2" CONCRETE SLAB 4" x 4' P.T.P. OR 3" x 3" x 0.090" ALUM. LEDGER SUPPORT NOTES: 1) ALL WALL FRAMING 16" O.C. (EXCEPTION: 24" O.C. FOR WOOD STORAGE ROOM) 2) PIER POST CAN BE BOLTED TO SLAB OR CONTINUOUS FOOTER OR HAVE ISOLATED CONCRETE FOOTER EACH PIER. SEE DETAIL 3) CENTER STRINGER REQUIRED ONLY IF DEPTH OF DECK EXCEEDS 10'-0" 4) HURRICANE ANCHOR EACH JOIST TO CENTER STRINGER TYPICAL WOOD DECK 9 LAWRENCE E. BENNETT9 P.E. CI IL. ENGINEER & DEVELOPMENT CONSUITANT P. 0. BOX 4368 SOUTH DAYTONA, FL 32121 PHONE 1 (904) 757-4774 FAx # 1 (904) 767-6556 ® COPYRIGHT 1998 MUNIM NOT TO BE REPRODUCED IN WHOLE OR IN PARTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. 86 0 0 STRUCTURES WITH WOOD AND ALUMINUM FRAMING AND COMPONENTS JOIST BUCKETS 2 x 6 FLOOR JOIST 16" D.C. 13 o DOUBLE 2 x 6 B BAND DOUBLE 2 x 6 GIRDER BAND A L VARIES A PLAN VIEW LAwRENcE E. BmNETT9 P.E. Cr4% MOMMM & DEVMOPUMT CONSULTANT P. 0. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904) 767-4774 FAX # 1 (004) 767-6656 0 COPYRIGHT, 1996 NOT TO BE REPRODUCED IN WHOLE OR IN PARTWITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 8 1% i -. GLASS ROOMS: SOLID WALLS AND COVER WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADER CONVENTIONAL FRAMING OR ALUMINUM COVER SYSTEM SHEETING BOTH SIDES GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS ALUMINUM SHEETING FOR VINYL MIN. 2"x2"xO.044" (TYPICAL) SHEETING BOTH SIDES 1-1/2" x 2" SCUD ROOF #80/2" SMS @ 16" O.C. IN ALUMINUM SHEETING THICKENED EDGE REQUIRED 6" DEPTH & 12" WIDTH WITH (1) #4 OR 5 REBAR TYPICAL SECTION GLASS ROOM SLAB 3-1/2" MINIMUM ~� (SEE DETAIL) SOLID COVER MAX. WIDTH 53" W ROUGH OPENING > w/ NO HEADER 2" x 2" 16" MIN. TYPICAL GLASS ROOM WALL TI=: ! 12A.0 BUILDING DEPARTM . is �MINIFOOTING SP.ECIFICAI, 'ii1A ` 2'—O" MIN. � INlMUM HALL UPERCE�THES IAN BEFORE SLOPE ---- t '� (1) #5 BAR CONT. (1) #4 BAR CONT. — — All L-4 ILJrt_ I — LjP NOTE: FIBER MESH CONCRETE DOES "wI — NOT REOUIRE WIRE MESH B" N — 8" t FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING O — 2"/12" 2"/12" — 1'-10" > NOTE: NO FOOTING EXCEPT WHEN ADDRESSING EROSION MIN. 2500 P.S.I. CONCRETE W/ 6 x 6 — 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE SLAB DETAILS ADDRESSING EROSION LAWRENCE E. BENNETT�, P.E. CIVIL ENGINEER & DEVELOPMENT CONSULTANT P. 0. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904) 767 4774 FAX 8 1 (904) 767-6556 0 COPYRIGHT,1096 5 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 71 r , ROOF OVER SYSTEMS SPAN (SEE TABLE 1) VENTED ALUMINUM SOFFIT ALUMINUM PANEL GABLE CLOSURES EACH END ROOF OVER OPTIONAL ALL SECTIONS ALUMINUM PAN SIZE TABLE 1 1" x4"OR2"x3"x0.044' ROLL FORMED ANGLE w/ #tO x 3/4" S.M.S. AT 16" O.C. INTO COACH FRAMING (OPTIONAL) (3) #8 x 1/2" S.M.S. EACH PANEL VARIES -- . ROOF OVERHANG (T-0" MAX.) ALUMINUM "C" FASCIA OR ALUMINUM GUTTER (3) #8 x 1/2" S.M.S. EACH PANEL SHEET FOAM INSULATION (2) #a S.M.S. #10 x 1-1/2" S.M.S. AT 16" O.C. NOTE: RIDGE MAY BE FORMED BY CUTTING RISER OF CONTINUOUS PANEL 1 ALUMINUM RIDGE CAP x 0.08" CONT. RECEIVING' CHANNEL TOP AND BOTTOM 2" x 2" x 0.044" POSTS AT S—O" O.C. DOUBLE WIDE COVERING TYPE 11 LAwRENcE E. BENNETT� P.E. CIVIL ENGINEER & DEVELOPMENT CONSULTANT P. O. BOX 4368 SOUTH DAYTONA. FL 32121 PHONE 1 (904) 767--4774 FAX #1 (004) 767-6556 (D COPYRIGHT, 1996 NOTTO BE REPRODUCED IN WHOLE OR IN FART WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. P.E. 1& 1 %452,., 1 7.7 ... . ........ . ru tll;r too, a LOO. 1, Ir t 7jr , I'lle- z . qd% A STATS OF C2 I j . el ro (0 I I o� leg 5-- a a 0/ I C)O Ie 1s PROPERTY STREET ADDRESS: 10725 SOUTH OCEAN DRIVE LOT 121 JENSEN BEACH, FL. 34 957 CERTIFIED TO, mRs. SANDUSKY LEGEND (P) — DENOTES DISTANCE, ANGLE OR BEARING BY FURNISHED DESCRIPTION (F) — DENOTES MEASURED DISTANCE, ANGLE OR BEARING (U — DENOTES CALCULATED DISTANCE, ANGLE OR BEARING COYD — COVERED APPROX. — APPROXIMATE C.B.S. — CONCRETE BLOCK STRUCTURE SET I.B. — SET S/8" IRON BAR W/F — WOOD FRAME FND. — FOUND CONIC — CONCRETE LP. — IRON PIPE ALUM. — ALUMINIUM C.M. — CONCRETE MONUMENT P.P. — POWER POLE LB. - IRON BAR OHW — OVERHEAD WIRE P.K. — P.K. NAIL a. T.O.B. — TOP OF BANK R.R 6,.— RAILROAD SPIKE lli F.H. — FIRE HYDRANT BRIt —' BROKEN L.P. —LIGHT POLE DIST —DISTURBED ELEV. — ELEVATION E.P. — EDGE OF PAVEMEN .} . �; SURVEYOR'S NOTE I. — SURVEY OF DESCRIPTION AS FURNISHEO BY CLIENT, UNLESS OTHERWISE NOTED- Z. — LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, BUILDING SETBACKS. AND/OR RIGHTS —OF —WAY OF RECORD 8Y ACCURIGHT LAND SURVEYING INC. 3. — ALL BEARINGS ARE REFERENCED TO THE INSTRUMENT Of RECORD AS SHOWN HEREON, UNLESS OTHERWISE NOTED. P.O.C. — POINT OF COMMENCEMENT �. — ELEVATIONS SHOWN HEREON ARE RELATIVE TO NATIONAL GEODETIC P.O.B. —POINT Of BEGINNING VERTICAL DATUM OF 1929, SEE SURVEY FOR REFERENCE BENCH MARK, ENC ENCROACHMENT UNLESS OTHERWISE NOTED. THERE ARE NO ABOVE GROUND ENCROACHMENTS UNLESS OTHERWISE NOTED. �yll"'N.8 W. — NAIL t WASHER S. — NA TT — NAIL t TIN TAB M.H. — MANHOLE SYMBOLS — CATCH IlASIN P.R M. — PERMANENTREFERENCE MONUMENT — DELTA /CENTRAL `'P.C.P. — PERM,ANENT CONTROL POINT t — CENTERLINE =rR/W — RIGHT-OF—WAY —1.—• DRAINAGE FLOW X —EXISTING ELEVATION IT S.g T —SOUTHERN BELL TELEPHONE PROPERTY LINE -TfP —TYPICAL ✓S — ,A /C — AIR CONDITIONER r..3 N�,E,QUIP. — EQUIPMENT t - ixivaoc PEETION cri rv�uo (LL un BE.MAdF " r SURVEYOR'S CERTf �C TE WE HEREBY CERTIFY THAT THE BOUNDARY SURV Y A SHOWN HEREON IS TRUE AND CORRECT TO THE BEST OF OUR KN,WLE GE AND BELIEF AS SURVEYED UNDER OUR DIRECTION. WE FURTHEF CERTIFY THAT IT MEETS THE MINIMUM TECHNICAL STANDARDS UNDER RUL ,,61G17 - 6 FLORIDA ADMINISTRATIVE CODE, PURSUANT TO CHA TERW` 472.02T FLORIDA STATUTES. NOT VAUD# UNLES " SEALED WITH AN R'S SEAL ;. j. BY m P P r Ipp O N N N X Q Zit O t/) 00 LL. w o o Z cl: o z L Q 9 CL m a p� O J © (N W Q Z j l7 cN LJJ Ln N W O1 Z P W a � ras m L.JJ `¢ / W J V r W a' 0 DRAWN WGH CHECKED E. R. S. FIELD DATE 611011997 SCALE 1"= 70.00' JOB NO. 3B0-01-01 SHEET OF ONE "f*kETS