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2141V N'-•' W41 H4' It'i' H'-/' W1. 21'-IO' ROOF YGYI 6CWDULE <br />ram• s-o r-s• Ir-s' e-o• rr• <br />VITRIFY WITH ORAL CONTRACTOR ALL ROOF VENT LOCATIONS, QUANTITIES, AND SIZES, <br />ROOF VENTS SHALL BE INSTALLED FOR A MINIMUM OF VENTED AREA AS LISTED BELOW OR <br />EQUIVALENT SYSTEM PER F.RC. 2001, SECTION R8062 <br />Min, vent area of soffit Soffit vent Roof vent <br />- Mark Location (sq. in. pff sq. ftJ (sq. in) (sq. in) <br />RV I Ist LEVEL ROOF 4W 10 0 <br />I I <br />_ I I <br />I I <br />2nd LEVEL ROOF <br />RV 1 4,11 I66 Ibb <br />1310 / 1311 - ST. CROIX <br />I ' <br />end LEVEL ROOF, <br />II �;RV 3 - 4.12 119 211 <br />I 530 SI STA Y E KE <br />2nd LEVEL ROOF, <br />- RV 4 4.12 115 211 <br />1531- MARTINIQUE <br />- <br />hl, I <br />�-- ---- - -- <br />1 1 _ <br />111 <br />(-L _ Ili III II II II I III <br />I I <br />RV 3izi <br />I � - c-o' nK .•r HK <br />•I <br />,I <br />/r <br />I I <br />- - - Y$ai (TYP) <br />j VENT <br />--- -- - ---r�- OFF RIDGE L -tr - - <br />I <br />I <br />{{ II <br />*4 1' C <br />- 11-Jl <br />FF <br />_h <br />I , i r r-. I <br />: <br />I I <br />I <br />I <br />i <br />_ <br />� I <br />I <br />I Ij <br />I�I <br />R , <br />- - I �- SOFF RIDGEHED ROOF �- SHED ROOF J <br />PENT ITYP.) <br />I <br />12 <br />5 <br />I�1 4 <br />zc�� <br />1 RV 1 I I <br />--;_� 1_!_ ! ,-,_. Ili `..._Li_1J <br />1370 - ST. CROIX 1370 - ST. CROIX � <br />1371 - ST. CROIX 1530 -SIESTA KEY 1531 -MARTINIQUE 1531 -MARTINIQUE 1371 - ST. CROIX 12 �Li l <br />1531 - MARTINIQUE 1531- MARTINIQUE 1530 - SIESTA KEY _ _1_I li -h ` �i i` ill ��i'` <br />5�-I <br />T.O.B. <br />�1 <br />U 1 �_I , Il li 111E I:,_,_; <br />— - - 1 (TYP.)�I I I �LIL � 1._� I ��_I I� �L <br />NOTE u�i 12 1 _ 1 u l <br />_ 17 <br />u1 5 <br />IM / LNG TO CUT / I' I I I B BE Lu <br />ALL TR AND � z u �I = - — <br />SCORED DECORATIVE FINISH. ' '. ._�_! <br />1'-& OVERHANG IN SIDES AND REAR - - <br />I'4' OVERHANG IN FRONT ROOF PLAN - - <br />1 SCALE : 1/8' = 1'-0' U oaDa 1 o4Do <br />aD - <br />g_Q '8 <br />1� 1� I, 1�� _ l J r UJ �0 u_ <br />� ; ,� II I ' I '..'ll �-�1 I I III 1 1i� � �u_ <br />zo A� T.O$ _ �.L] . l 19'I l _ ..1 L. i L1 L1 0 <br />_ _ _ _ _ _ _ _ T.O$. z <br />v 2nd FF, _ 25 SH (2) 25 SH (2) 25 SH 25 SH 122nd FF. 'v <br />X, <br />r z EXP SION JOINTT— <br />OFF RIDGE <br />VENT (TYP.) <br />12 <br />U � 0 UE-d U � <br />12 �� �� a <br />a5 � o � LQ 1 � 0 Lu <br />I I IE],Ej <br />I <br />m �i <br />�1I �a 1 <br />N <br />I' <br />� O <br />1 .i 1L - MAIN FF. _ (2) 25 5H ®® (2) 25 SH (2) 25 SH ®® (2) 25 SH MAIN FF. <br />— — — — — — — — — — — — — — <br />_��1!12 <br />_lI <br />( 3068 3(D68 <br />S /SNI <br />It �_ 1 I ; I � <_ �I� _ I i <br />1i 16 x 16 x 24 TALL SEE B FOR <br />- - I I I I I � I � I GRADE LINE <br />C TI DE ORA VE x 1 x 24 TA <br />� I ,_ T.O.B. SQ. COLUMN BASE IUEEP SCREED (ASSUMED) 16 6 TALL DECORATIVE <br />1 <br />- - <br />i <br />I <br />I, ', <br />STONE (TYP.) <br />_ I µ U/ 12 ROUND INFO. 5Q. COLUMN BA <br />SE STON (TYP.) <br />J <br />' <br />NOTE- <br />W1 12ROUND 12 Lu_PILASTER ABOVE. <br />PILASTER ABOVE TO BE CUT / SCORED <br />I. Lu _' ALL TRIM / BANDING <br />= Tn DECORATIVE FINISH. <br />�-11 I _ _;_I I I <br />I'-O' OVERHANG IN 51DES AND REAR <br />- 1 - <br />z _ - <br />RIGHT ELEVATION 1'-4' OVERHANG IN FRONT <br />2 <br />SCALE : 3/16' = 1'-0' <br />Ej <br />EEll �l_ ��II LII���� [1:1E1 L�j E ]1 8 El <br />LL <br />T.O$. 11_ll._ll..LLJ� 1 1� u LI i_ o <br />C _ _ _ _ _ _ _ T.O$. z <br />LN <br />-v 2nd FF. 25 5H (2) 25 SH (2) 25 5H 25 SH 2nd FF. v <br />1 r <br />—_ - - X AN51ON J INT <br />Z <br />? <br />U U U <br />Fu 0 0 - <br />�U- Cl � 0Y p� <br />�1Y <br />� <br />ui <br />L j 111E _T 'Ej— <br />MAIN FF. l2) 25 SHo <br />®® (2) 25 5H (2) 25 5H ®® (2) 25 5H MAIN FF. <br />- - <br />3068 GRADE LINE I SEE B/SNI FOR -3 8 16' x 16' x 24' TALL <br />ZDECORATIVE L 16' x 16' x 24' TALL (ASSUMED) L1EEP SCREED DECORATIVE SQ, COLUMN BASE <br />STONE (TYP.) 50. COLUMN BASE INFO. STONE (TYP.) LU/ 12' ROUND <br />W1 12' ROUND PILASTER ABOVE. NOTE: <br />PILASTER ABOVE. ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />1'-0' OVERHANG IN 51DE5 AND REAR <br />3 LEFT ELEVATION 1'-4' OVERHANG IN FRONT <br />SCALE : 3/16" = I'-0' <br />DANSCO <br />NGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.donscoengineedng.com <br />rt <br />$ <br />O CA <br />11.4 <br />p>jco'� <br />z <br />Q DID <br />f 1 00 <br />All z <br />15 0 LL M <br />zEW <br />ECID <br />W3� <br />W <br />Z <br />mi <br />o <br />C <br />Lu U <br />:�E <br />O U <br />Z <br />0 Z <br />� 0 <br />Q <br />C <br />U <br />Z t) <br />< U <br />`n <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 = t0.18) 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 />2010 LENNAR CORP.•THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />201 PTHESE 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 />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 />�. 17 <br />'�'��'• V F • • ti'ti <br />0 2 : <br />w <br />ATE • �: <br />�HEET TITLE: <br />ROOF PLAN <br />SIDE ELEVATIONS <br />SHEET INFORMATION: <br />JOB NO.: 300698 <br />DATE ISSUED: 09.16.10 <br />DRAWN BY: DZ <br />REVIEWED BY: TH <br />4 <br />