Laserfiche WebLink
214 A - ST. CROIX <br />214 B - ST. CROIX <br />214 C - SIESTA KEY <br />FL.Ti•A <br />214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE <br />Ist FLOOR FRAMING PLAN <br />SCALE = 3/16' = 1'-0' <br />214 C - SIESTA KEY <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />%S FRAMING NIM <br />cram Nm 4m MED TO PLAN <br />l ARCFNmCvAL BACICGRLw OF m im WADI IS <br />SmfmFueenmT. <br />2. PL 3M FDQLIiEB N HI M LNES VIEW W <br />FLOOR Rs m FD(N a <br />i coachm PER SMSMW CATALOG (LATEST <br />EDITM CONTACT 96WR FOR ALM9ME <br />COMECTIONS <br />4. PRE-Hr *aM WOOD 1RIM SPACED s 24' OTC <br />TTPICAI, l llmo NOTED OTNmm <br />9. SEE FLOOR FLAN AND ELEVATIONS FOR ADDRICNAL <br />ROOF WOIB' MOK <br />6. F 11E CCNIRACTOR Tlal66 TIMIFAC1lfdR, OR OTHER <br />DEMN PPUE650A REVISE THE SNCIN NFOWTIOII <br />DA45CO 90E9NG, LLC IS NS RED TO REM ALL <br />FNAL CONS1RIlCflON DOOq @fly FOR COMPLIANCE ON <br />DESW NW PRIOR TO COIFO CIPW OF 1FE <br />SM RXL s 111-C Aft: <br />B1= WALL + 8'-0 AFF. <br />NLN MR M M5 LEGEND <br />6YI &LABEL DEPTH D136cwnoN <br />EM3 (8) 1-3/4' x 16' x 8' LSL 1E <br />8f14 (8) 1-3W x 16' x 16' LSL M <br />HANGER SCIEDIJ<.E <br />STANDARD FLOOR "UM ARE Sf 4"OCN VAO <br />OlAMM ■ 46 <br />10 Sn m NGIm-2 / a►Mnm - a <br />(2) 1 ufwN NGUS414 / Ol1MNm - 4 <br />Il6P WHOM <br />CON�TION <br />CONNEG110N <br />CAPACITY <br />FASIBE� <br />MR CON11 <br />4MV-1 <br />1 <br />2M <br />28 -IAd <br />F#JC2W2 <br />1 <br />2" <br />28 -IOd <br />i1J5C41® <br />1 <br />ra <br />16 -IDd <br />MFi{i616 <br />1 <br />4280 <br />2-18d 12 -16d <br />DLPLEXI <br />RE26-2 <br />1 <br />M <br />8 -16d <br />OPLEX NAILS AFM No. 811RE GME (ft? DIA *1M <br />AND 3 V1' LONG, DOABLE HEADED NAILS <br />5C= 214 A, B - 5T, CROIX <br />5= 214 C - 5IE5TA KEY <br />M= 214 D - MARTINIQUE <br />DANSCO <br />IE <br />ENGINEERING, LLG <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.danscoenginee6ng.com <br />CA 25948 <br />i 0 <br />O <br />to <br />W <br />0 m <br />z OJ%QV, <br />Q m <br />Cn <br />d 'n f V <br />I- 1: m <br />Z <br />Z� <br />E� <br />W <br />J3~ <br />W z <br />o <br />�o <br />w U <br />:�j v) <br />O U <br />_ � <br />Z C/)5 <br />3 L <br />� <br />O Z <br />p <br />Q I— <br />C l <br />� l <br />Z <br />Q i <br />U <br />`f' <br />w <br />TO THE BEST OF THE ENGINEERS <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2004 FLORIDA RESIDENTIAL BUILDING CODE <br />(INCLUDING 2005 & 2006 SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE -C- ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = i0.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE R IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCNRAL PORTION <br />OF THIS DRAWINGONLY. <br />® 2MB LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 200&THESE DRAWINGS AND DESIGNS ARE THE JOINT <br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE <br />,CLIENT ON THIS PROJECT. ANY REPRODUCTION OR <br />UNAUTHORIZED USE S PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />VERSION NO. 1.00110.10.07 <br />SAMUEL A. GREENBERG, <br />P.E. #34245 <br />THUY H. HUYNH, <br />P.E. #60122 <br />IRWIN J. BENSON, <br />P.E. #49758 <br />❑ ANDREW D. HAROLD, <br />P.E. #66715 <br />ENGIN R SEAL: <br />DE 15 2000 <br />off, SHEET TITLE: <br />1 st FLOOR <br />5FRAMING PLAN <br />„N45..i <br />SHEE'tMATION: <br />J NO.. " 'r' 271318 <br />*�/- <br />DATE UED 10.07 <br />DRAWN <br />REVIEWED BY\ <br />S20 <br />00 <br />r <br />V <br />Z <br />J_ <br />MD <br />W <br />00 <br />r <br />0 <br />N <br />1 <br />,C^ <br />V <br />1 <br />C) <br />M <br />,r <br />V J <br />r <br />