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1370 - ST. CROIX <br />1371 - ST. CROIX <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / <br />SCORED DECORATIVE FINI5N, <br />1'-0" OVERHANG IN SIDES AND REAR <br />1'-4" OVERHANG IN FRONT <br />Q) — <br />z _ <br />Lu <br />U � <br />z <br />a � <br />— <br />= 2nd F.F_ <br />m <br /><r <br />12 <br />MAIN F.F. <br />ROOF VENT 5GPEDULE <br />21•40' <br />L. 8' �' �' VERIFY WITH GENERAL <br />1370 - ST. CROIX <br />1530 - SIESTA KEY 1531 - MARTINIQUE 1531 - MARTINIQUE 1371 - ST. CROIX 12 <br />1531 - MARTINIQUE 1531- MARTINIQUE 1530 - SIESTA KEY 5F-- <br />T.O.B_ - - <br />a t <br />12 <br />�Y W <br />ROOF PLAN <br />SCALE : I/8" = I'-0" <br />OFF RIDGE <br />VENT (TYP.) <br />5� <br />�- .. .- .. � , i--- ,r-, w- ice✓, WL--I <br />STONE ITYP.) SQ, COLUMN BASE INFO, <br />UJ/ 12" ROUND <br />PILASTER ABOVE. <br />3 LEFT ELEVATION <br />)— SCALE : 3/16 = 1 -(d <br />I <br />� MAIN F.F. <br />T.O.B. <br />gab <br />MAIN F.F. <br />16" x 16" x 24" TALL --/ jV(OL� <br />SQ. COLUMN BASE DECORATIVE <br />11/ 12" ROUND STONE ITYFJ <br />a PILASTER ABOVE. <br />Q=m <br />IC " x 16" x 24" TALL <br />DECORATIVE 5Q. COLUMN BASE <br />STONE (TYF.) U1/ 12" ROUND <br />PILASTER ABOVE. NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />1'-0" OVERHANG IN SIDES AND REAR <br />1'-4" OVERHANG IN FRONT <br />OFF RIDGE <br />VENT (TYF,) <br />125 <br />^^^ INFO. SQ. COLUMN BASE STONE (TYF-) <br />U1/ 12 " ROUND <br />PILASTER ABOVE. <br />� RIGHT ELEVATION <br />� <br />U <br />z <br />@n�o <br />CA <br />2nd F.F. <br />= <br />v <br />0 <br />z�w <br />U <br />� <br />a <br />Q cq <br />lY <br />Lu <br />z <br />O <br />LL <br />MAIN F.F. <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />1'-0" OVERHANG IN SIDES AND REAR <br />1'-4" OVERHANG IN FRONT <br />� l <br />i <br />®AN SCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p.813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineer ng.com <br />I <br />i <br />a! <br />O <br />O <br />Ln <br />LLl <br />O <br />0 > 01 <br />am�od-, <br />�cyM00 <br />Z <br />op <br />Fe=Wcn <br />00 <br />W <br />w3F <br />W <br />o I <br />JCD <br />V <br />� w <br />V <br />0 c� <br />V <br />z <br />0z� <br />o <br />C I <br />Q I <br />Z ci <br />QI <br />U <br />J <br />`= <br />w <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />PLANS AND SPECIFICATIONS COMPLY WITH <br />2007 FLORIDA RESIDENTIAL BUILDING CODE, <br />(INCLUDING 2009 SUPPLEMENT) SECTION <br />R301 FOR 120 MPH, 3 SEC. GUST, EXPOSURE <br />"C" ENCLOSED (INTERNAL PRESSURE <br />COEFFICIENT = ±0. 18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />2009 LENNAR CORP. THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION, <br />— -- <br />2009-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 IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />09-29-09 <br />I <br />1 1.00 2007 FBC UPDTATES <br />VERSION NO. 1.00 / 09.29.09 <br />CA 25948 <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 />- <br />ENGINEER SEAL: <br />� 1 1 - - <br />SHEET TITLE: <br />ROOF PLAN <br />SIDE ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 290941 <br />DATE ISSUED: 09.28.09 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />4 <br />LO <br />4t <br />kb <br />Z <br />J0 <br />J <br />D <br />cm <br />0 <br />0 <br />N <br />L J <br />I <br />0 <br />e-1 <br />L I <br />