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a <br />a <br />y <br />n <br />a <br />> <br />0 <br />b <br />e4 <br />> <br />L <br />J <br />L <br />z <br />r <br />n <br />cc <br />r <br />P4. <br />z <br />z <br />AJ <br />s <br />e� <br />E <br />a. <br />INS <br />r <br />� , <br />ROOF VENT <br />CALCULATIONS: <br />LINEAR FEET OF <br />SOFFIT VENTILATION: 210 FT. <br />TOTAL LINEAR FT. OF <br />VENTILATION REQUIRED <br />THROUGH ROOF VENTS: 16.E FT, <br />TOTAL LINEAR FT. OF <br />VENTILATION FOR <br />EACH ROOF VENT: 2.S2 FT. <br />NUMBER OF ROOF <br />VENTS REQUIRED: 6 <br />ROOF VENT SCHEDULE <br />Verify with General Contractor all roof vent locations, <br />quantities, and sizes. <br />Roof vents shall be installed <br />for a minimum of vented area as listed below: <br />Off ridge vents or <br />Soffit Vent <br />Mark <br />Location <br />equal system (sq. in.) <br />(sq. in.) <br />RV 1 <br />1st Level <br />--- <br />--- <br />Roof <br />RV 2__- <br />Roof <br />NOTE: <br />FLASHING SHALL BE INSTALLED AT WALL AND ROOF <br />INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF <br />SLOPE OR DIRECTION, AND AROUND ROOF OPENINGS. <br />EGRE55 MOTE: <br />EACH BEDROOM MUST NAVE ONE WINDOW THAT <br />COMPLIES WITH EGRESS CODES, IF THERE 16 NO <br />ACCESS TO EXTERIOR THROUGH A DOOR THE <br />WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF <br />44' ABOVE FINISH FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />SCALE. 1/&' : 1'-0' <br />l U2' THICK <br />SAND FINISH <br />KEYSTONE <br />(F APPLICABLE) <br />RA15ED <br />SAND FINISH <br />TEXTURED BANDING <br />NOTE: <br />THI5 DETAIL SHOWS THE TYPICAL THICKNESI <br />OF ALL RAISED TEXTURED FINISH BANDING <br />AND SAND FINISHED KEYSTONES (&ERE <br />APPLICABLE) F THICKNESS 15 TO BE <br />DIFFERENT IT WILL BE CALLED OUT AT <br />SPECIFIC KEYNOTE CALL -our <br />TWICKNE65 OF TEXTURED FINISH OVER <br />3/4' FRAME APPLICATION TO BE PER <br />THICK FLORIDA BUILDING CODE 25042J AND <br />ASTPI C926, <br />TW. CROSS-SECTION OF RAISED <br />TEXTURED FINISH BANDING AND I <br />OR SAND FINISH KEYSTONE <br />SHINGLE <br />ROOF —� <br />12 <br />PLT. HT. <br />LINE OF INTERIOR SHINGLE <br />NIP VAULT ROOF 6' TEXTURED — <br />BANDING (TYP) <br />T.O.M. 12 <br />.. j.' MEN ■■■ <br />mom �■■ <br />FIN15H FLOOR LINE <br />/ 2 - 24 TEMP. $H. <br />/ ND. AT 5'-1' <br />W/ In R O. FG. A5Y <br />STRUCTURAL NOTES: AT T-4' AF . <br />1�. PROVIDE (1) S IN FILLED P. LINTEL AND (1) S IN 3 <br />FILLED K.O. BLOCK ABOVE <br />2U PROVIDE (1) 05 IN FILLED P. LINTEL W/ 2' RECESS 16, DIA. C?w. __/ <br />O (2) 2xO BEAM W/ '/2" PLYWOOD FLITCH W/ (U SIMPSON C0C11� ON 16' H. <br />L6TA18 S EA. END. PROVIDE A (3) 2x4 SPACER COLUMN 11a-4' <br />ASE <br />EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. <br />0 0 o Q5 <br />12 OFF -RIDGE <br />LINE OF INTERIOR 5 f/' SHINGLE VENT (TYP) <br />NIP VAULT ROOF 12S <br />T.O.M. I TAM. <br />2'-0' <br />DECORATIVE j <br />� FINISH. � REitlFd1 <br />ITE_Mf -I <br />FINISH FLOOR LINE AT 0ES C <br />GRADE LINE <br />(ASSI,hED) <br />LEFT ELEVATION <br />SCALE: 1/8' : I'-V <br />a5 512 <br />LINE OF INTERIOR <br />HIP VAULT <br />12 <br />Q5 TOM, <br />TEXTURED <br />TEMP. DECORATIVE <br />FINISH FLOOR LINE <br />12 <br />5 LINE OF INTERIOR <br />SHINGLE _ NIP VAULT <br />�ROOF T.O.M. <br />TEMP. TEMP. <br />GRADE LINE <br />(A65UMED) <br />SCALE:1/8' : I'-0' <br />GRADE LINE <br />(A66M) <br />SCALE: 3' :1'-0' <br />SCALE: I/4' :1'-0' <br />SHINGLE <br />6'TEXTURED <br />12 5 FRIEZE <br />BANDING (TYR) <br />TEXTURED <br />STUCCO <br />— FINISH <br />2' TEXTURED <br />BANDING (TYP.) <br />SHINGLE, <br />C ROOF S.C. VERIFY <br />FASCIA CALL -OUT <br />(TYPICAL)—\ <br />(Vwrr w me MMF) <br />T. <br />LATEST DATE a <br />IN PROCESS <br />REVISION DATE : <br />DESCRIPTION: <br />OS/2'i/O5 <br />01/20/04 <br />Ei"I *1511 <br />IiIiI IIIIJJI�l 111111", <br />: • it :ar - <br />t ■ <br />- +aRIMA <br />�... <br />all M! <br />Lid <br />SCALE:1/1: I'-0' <br />FAW <br />M:]IIIIIIIIIIIIIIILa <br />- -- • - • - <br />IA. CMLL. <br />)In ABV, <br />SCALE 1/4' --1'-0' <br />O <br />FOOTING SCHEDULE O <br />MK • <br />sIZE <br />RER II <br />DEPTH <br />FI <br />2'-O;xT -0' <br />(1) 45 6 6' O.G. EACH WAY <br />12' DEEP <br />F2 <br />V-6'x2'-6' <br />(1) $ e 6' OC. EACH WAY <br />16' DEEP <br />VENT(TYP) <br />12 5HINGLE <br />5 ROOF <br />TOM <br />2'-0' TEX U <br />wM DECORATIVE <br />FINISH <br />IREW <br />AT S1DE5 FIN15N FLOOR LINE <br />GRADE LINE <br />(A851lh9ED) <br />12 <br />Q5 LINE OF INTERIOR <br />HIP VAULT <br />TEMP. <br />FIN15W FLOOR LINE <br />SCALE:1/8' :1'-0' <br />FLOOR PLAN NOTES: <br />1. SEE SHEET SN2 FOR COMPONENT 4 CLADDING <br />DESIGN PRESSURE TABLE. <br />2. SEE SHEET SDWI 4 SDW2 FOR DOOR AND <br />WINDOW TABLES AND INSTALLATION INFORMATION. <br />3. ALL PLUMBING, ELECTRICAL, AND MECHANICAL <br />ROUGH- INS MUST BE COMPLETE, INSPECTED, AND <br />APPROVED BEFORE REQUESTING THE FRAMING <br />INSPECTION (PER FBC 10E✓f&). <br />4. *-DENOTES EGRESS WINDOW <br />FOUNDATION NOTES: <br />I. SEE SHEET SNl FOR TERMITE PROTECTION <br />SPECIFICATIONS <br />2. A FOUNDATION SURVEY SHALL BE PERFORMED <br />AND A COPY OF THE SURVEY SHALL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE. OR, ,ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING STRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS. <br />❑ SAMUEL A- CxREENE EWS, P.E. 034245 <br />❑ THU`r H. HUYNH, PE. 060122 <br />❑ IRWIN J. 5ENSON P.E. 04-1 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND 5ELIEF, THE <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA 5UILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST WIND ZONE (2001 EDITION). <br />THIS DRAWING AND DESIGN 16 VALID FOR 12 MONTHS AFTER THE <br />DATE IT 15 SIGNED AND SEALED. <br />SIGNED AND SEALED FOR THE STRUCTURAL. PORTION OF THIS <br />DRAWING ONLY. <br />VIS <br />KAX 818-$00 <br />40E AI MTON AVE EAST, W WUi, Ft 80 <br />N <br />r� <br />ZM-L'e <br />O <br />Z <br />LU 0 <br />0 <br />Z <br />O <br />3,0 M <br />ut <br />o%0 lu <br />ae <br />4 <br />� <br />� <br />U <br />Z <br />Q <br />X <br />o <br />2LU <br />iI <br />O <br />ILIL <br />V, <br />Z <br />^ <br />W <br />14 <br />0 <br />0) <br />u: <br />06 <br />Q <br />r <br />V- <br />0 <br />tM <br />10 <br />N <br />U <br />J <br />Q <br />U <br />�Z <br />Q <br />W <br />Cr <br />a <br />:3 <br />a <br />43 <br />Q <br />DATE : <br />90-24-02 <br />SCALE : <br />AS (VOTED <br />DRAWN BY : <br />MT <br />AUTOCAD PILE NAME <br />1991 <br />ENGINEER OF RECORD <br />DANSCO <br />ENGINEERING, P.A. <br />SHEET DESCRIPTION : <br />ELEVATION 'C' <br />