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OFF RIDGE - <br />VENT (TYP.) <br />TAB._ _ <br />0 <br />v � <br />Lu <br />>u <br />U <br />!Y <br />Q 12 <br />1- 'Q <br />? TAB. <br />i_ <br />MAIN Fr. <br />IV x IV x 24' TALL --/ <br />SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />1b' x Ib' x 24' TALL - <br />sa COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE, <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />OFF RIDGE - <br />VENT (TYP-) <br />LGWRr I I rL <br />STONE (TYP.) <br />TRUSSES * SHED STONE (TYR) 5Q COLUMN BASE W/ c'a55u-Iry� III)=. SCREED <br />IINFO.O <br />ROOF. 12' ROUND PILASTER <br />ABOVE. <br />214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE <br />1/2 33 S -I <br />506 <br />S.G.D.P <br />Lt <br />FRONT ELEVATION <br />SCALE : 3/16' = 1'-0' <br />OFF RIDGE, <br />VENT (TYP-) <br />6068 <br />S:GD.L-4 <br />TEMP. <br />6068 <br />S:CsD. <br />TEMP. <br />SQ COLUMN BASE W/ STONE (TYP.) <br />12' ROUND PILASTER <br />ABOVE. <br />214 D - MARTINIQUE 214 C - SIESTA KEY <br />6068 <br />SfsD. <br />TEMP. <br />I L <br />214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY <br />214 B - ST. CROIX <br />2 REAR ELEVATION <br />)— SCALE : 3/16' = 1'-0' <br />--EFF RIDGE <br />VENT (TYP.) <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />I <br />12 <br />0 <br />v 'DLu <br />M a = <br />o MAIN F.F, <br />b' x IV x 24' TALL <br />SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />I'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />- OFF RIDGE <br />VENT (TYP.) <br />DECORATIVE -� �-IV x IV x 24' TALL <br />STONE (TYP.) SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />214 A - ST. CROIX E�TIVE FINISH. <br />TO BE CUT / SCORED <br />1'-0' OVERHANG IN SIDES AND REAR <br />214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 <br />DANSCO <br />6068 <br />S:CsD. <br />TEMP. <br />SQ COLUMN BASE W/ STONE (TYP.) <br />12' ROUND PILASTER <br />ABOVE. <br />214 D - MARTINIQUE 214 C - SIESTA KEY <br />6068 <br />SfsD. <br />TEMP. <br />I L <br />214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY <br />214 B - ST. CROIX <br />2 REAR ELEVATION <br />)— SCALE : 3/16' = 1'-0' <br />--EFF RIDGE <br />VENT (TYP.) <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />I <br />12 <br />0 <br />v 'DLu <br />M a = <br />o MAIN F.F, <br />b' x IV x 24' TALL <br />SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />I'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />- OFF RIDGE <br />VENT (TYP.) <br />DECORATIVE -� �-IV x IV x 24' TALL <br />STONE (TYP.) SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />214 A - ST. CROIX E�TIVE FINISH. <br />TO BE CUT / SCORED <br />1'-0' OVERHANG IN SIDES AND REAR <br />214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 <br />DANSCO <br />SQ COLUMN BASE W/ STONE (TYP.) <br />12' ROUND PILASTER <br />ABOVE. <br />214 D - MARTINIQUE 214 C - SIESTA KEY <br />6068 <br />SfsD. <br />TEMP. <br />I L <br />214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY <br />214 B - ST. CROIX <br />2 REAR ELEVATION <br />)— SCALE : 3/16' = 1'-0' <br />--EFF RIDGE <br />VENT (TYP.) <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />I <br />12 <br />0 <br />v 'DLu <br />M a = <br />o MAIN F.F, <br />b' x IV x 24' TALL <br />SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />I'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />- OFF RIDGE <br />VENT (TYP.) <br />DECORATIVE -� �-IV x IV x 24' TALL <br />STONE (TYP.) SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />214 A - ST. CROIX E�TIVE FINISH. <br />TO BE CUT / SCORED <br />1'-0' OVERHANG IN SIDES AND REAR <br />214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 <br />DANSCO <br />214 A - ST. CROIX 214 C - SIESTA KEY 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 D - MARTINIQUE 214 C - SIESTA KEY <br />214 B - ST. CROIX <br />2 REAR ELEVATION <br />)— SCALE : 3/16' = 1'-0' <br />--EFF RIDGE <br />VENT (TYP.) <br />214 A - ST. CROIX <br />214 B - ST. CROIX <br />I <br />12 <br />0 <br />v 'DLu <br />M a = <br />o MAIN F.F, <br />b' x IV x 24' TALL <br />SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />ALL TRIM / BANDING TO BE CUT / SCORED <br />DECORATIVE FINISH. <br />I'-0' OVERHANG IN SIDES AND REAR <br />1'-4' OVERHANG IN FRONT <br />- OFF RIDGE <br />VENT (TYP.) <br />DECORATIVE -� �-IV x IV x 24' TALL <br />STONE (TYP.) SQ COLUMN BASE W/ <br />12' ROUND PILASTER <br />ABOVE. <br />NOTE: <br />214 A - ST. CROIX E�TIVE FINISH. <br />TO BE CUT / SCORED <br />1'-0' OVERHANG IN SIDES AND REAR <br />214 B - ST. CROIX I'-4OVERHANG IN FRONT 11 <br />DANSCO <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florida 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.donscoengineeOng.com <br />CA 25948 <br />o <br />Ln <br />w <br />0�� <br />N <br />M <br />t 0 <br />O <br />Z amko <br />M <br />M <br />m W <br />z= LL M <br />C 900 <br />Z E <br />w <br />WZ z <br />mi C' <br />V) ----� <br />Lu U <br />:�j v) <br />0 U <br />_ V) <br />�< <br />>Z <br />O Z <br />� <br />C <br />Q < <br />Q � G <br />C <br />I <br />Z V) <br />QI <br />U <br />J <br />`n <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 & 2006SUPPLEMENTS), <br />SECTION R301 FOR 119.9 MPH, 3 SEC. GUST, <br />EXPOSURE 'C'ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT =30.18) WIND ZONE <br />THIS DRAWING AND DESIGN IS VALID 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 />® 2D08 LENNAR CORP: THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM LENNAR CORPORATION. <br />® 2ODB•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 />VERSION NO. 1.00110.10.07 <br />} SAMUEL A. GREENBERG, <br />T 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 />ENGINEER SEAL: <br />A15008 <br />SHEET TITLE: <br />{: R i�., ' " FRONT & REAR <br />' '�` LEVATIONS <br />SHE ��IFOtI►TION: <br />JOB NrL1318 <br />DATE IDRAW\BY: <br />REVIEWED BY: <br />3 <br />C0 <br />Z <br />J <br />D <br />m <br />00 <br />0 <br />N <br />n <br />C> <br />Ir- <br />