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ROOF PLAN <br />SCALE: I/8' = 1'-0' <br />STRUCTURAL NOTES. <br />lO. PROVIDEi (1) S IN FILLED P. LINTEL AND (1) "5 IN <br />FILLED KO. BLOCK ABOVE <br />PROVIDE (1) 05 IN FILLED P. LINTEL W/ 2' RECESS <br />3O (2) 2x8 BEAM W/ 1%" PLYWOOD FLITCH W/ (1) SIMP50N <br />LSTAIS a EA. END. PROVIDE A (3) 2x4 SPACER COLUMN <br />a EA. END W/ (1) SIMPSON META20 TO MASONRY WALL BELOW. <br />LINE OF INTERIOR 5 I <br />HIP VAULT <br />TD 1. <br />FINISH FLOOR LINE <br />125 <br />0 0 0 <br />OFF -RIDGE <br />SHINGLE VENT (TYP) , <br />ROOF <br />TEXTURE <br />DECORATIVE <br />� FINISH :o <br />GRADE LINE <br />(A55UMED) <br />LEFT El EVA110N <br />SCALE: VS' I'-0' <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% FT. <br />TOTAL LINEAR FT. OF <br />VENTILATION FOR <br />EACµ ROOF VENT: 2.92 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 />Mark <br />Location <br />Off ridge vents or <br />equa I system (sq. in.) <br />Soffit Vent <br />(sq. in.) <br />RV 1 <br />Ist Level <br />--- <br />--- <br />Roof <br />RV 2 <br />Garage <br />--- <br />--- <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 NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT <br />COMPLIES WITH EGRE55 CODES, IF THERE IS NO <br />ACCESS TO EXTERIOR THROUGH A DOOR THE <br />WINDOW MUST HAVE A MAXIMUM 51LL HEIGHT OF <br />44' ABOVE FINISH FLOOR LINE OF THAT <br />PARTICULAR ROOM <br />a5 <br />m <br />5 III <br />LINE OF INTERIOR <br />HIP VAULT <br />SAND FINISH <br />KEYSTONE <br />(IF APPLICABLE) <br />RA15ED <br />SAND FINISH <br />TEXTURED BANDING <br />NOTE: <br />THIS DETAIL SHOWS THE TYPICAL THICKNESSES <br />OF ALL RAISED TEXTURED FIN15H BANDING <br />AND SAND FINISHED KEYSTONES (WIC <br />APPLICABLE) IF THICKNESS 16 TO BE <br />DIFFERENT IT WILL BE CALLED OUT AT <br />SPECIFIC KEYNOTE CALL -OUT <br />TRICKNE55 OF TEXTURED FINISH OVER <br />3/4' FRAME APPLICATION TO BE PER <br />TWCK FLORIDA BUILDING CODE 25042J AND <br />ASTM C926. <br />TYP. CROSS-SECTION OF RAISED <br />TEXTURED FINISH BANDING AND / <br />OR SAND FINISH KEYSTONE <br />(VERFY WV TR M MARF) <br />SECTION AA <br />SHINGLE <br />ROOF <br />6' TEXTURED <br />5 12 12 a5 FRIEZE <br />SANDING (TYR) <br />PLT. TUT'. 12 <br />5 <br />LINE OF INTERIOR STUCCSHINGLE TEXTURED <br />PIP VAULT ROOF V TEXTURED FIN15H 5HINGLE � <br />BANDING (TYP) FINISH ROOF GD. VERIFY <br />r f r 2'-0' 2' TEXTURED FASCIA CALL -OUT <br />r " ��23 p BANDING (TYP) (TYPICAL) <br />TDJ1. <br />a+ <br />(DIAJ 171❑ <br />DECORATIVE FIN15H <br />El <br />8' TEXTURED ❑ ❑ ❑ ❑ ❑ El❑ <br />BANDING (TYP) <br />FINISH FLOOR LINE [I F1 <br />—4— 1 =—A�= <br />GRADE LINE TEMP. <br />( °) FRONT El EIVATION <br />SCALE: 1/4' = 1'-0' <br />/ 2 - 24 TEMP. SH. <br />HD- AT 5'-1' <br />W/ 1/2 RND. Fps. ABV. <br />JIFLAT HEADF <br />AT 1'-4` <br />5 <br />16, DIA. CMJJ. --/ <br />COLUMN ON IB' H. <br />C.M.U. BASE <br />12 <br />5 LINE OF INTERIOR <br />SHINGLE, HIP VAULT <br />ROOF 1~_` <br />1 _^ <br />TAM. <br />TEXTURE' <br />TEMP. DECORATIVE Z <br />FINISH FLOOR LINE• TE11P• <br />GRADE LINE <br />(A55UMED) <br />FAI <br />A-Amb Zm:s 1 i6WA yl <br />SCALE: 1/8' = 1'-0' <br />SCALE: 1/4' = 1'-0' <br />SHINGLE <br />SIf� <br />12 <br />5p <br />T.OA <br />�T.OM. <br />TEXTURED <br />DECORATIVE FIN1514 <br />6' TEXTURED i <br />BANDING (TYP) ' <br />8' TEXTURED <br />BANDING (TYP) <br />FINISH FLOOR LINE <br />WALE: III =1'-0' <br />LATEST DATE , <br />IN PROCE55 <br />REVISION DATE : <br />DESSCRIPTION , <br />05/2"1 <br />0-1/20/04 <br />DIMENSION CONVENTION <br />ZALL & EXTERIOR OPENING DIMENSION <br />-OUTSIDE FACE OF 8" <br />NOMINAL BLOCK <br />4" FRAME WALL U.N.O. <br />FOUNDATION DIN <br />FROM OUTSIDE OF <br />lNALL <br />LEr.-.7EN� <br />■ <br />INDICATES FILL CELL W/ (1) #5 VERT <br />5111111111 ® <br />INDICATES TOP OF MASONRY • 8'-0" <br />■ ■ <br />INDICATES SHEAR WALL <br />INDICATES INTERIOR BEARING WALL <br />IA C.M.U. <br />)LUMN ABV <br />PARTIAL FOUND. PLAN <br />SCALE:1/4' = I'-0' <br />O <br />FOOTfNG SCHEDULE O <br />t-I • <br />SIZE <br />REINFORCING <br />DEPTH <br />FI <br />2'-O'x2'-O' <br />(U 5 • 6' OC. EACH WAY <br />12' DEEP <br />F2 <br />2'-6'x2'-6' <br />(I) 5 * 6' O.C. EACH WAY <br />16' DEEP <br />0 o a <br />OFF -RIDGE <br />VENT (TYP) <br />SHIROOF <br />NGLE <br />2'-0' TEXTU <br />2' DECORATIVE <br />dD W FINISH <br />AT SIDES FIN15H FLOOR LINE <br />GRADE LINE <br />(ASSUMED) <br />12 <br />Q5 LINE OF INTERIOR <br />NIP VAULT <br />1 <br />t T.OM. <br />TEMP. <br />FINISH FLOOR LINE <br />RIGHT ELEVATION <br />SCALE: 1/8' = 1'-0' <br />FLOOR PLAN NOTES: <br />1. SEE SHEET 5N2 FOR COMPONENT 4 CLADDING <br />DESIGN PRE55URE TABLE. <br />2. SEE: SHEET 5DWi 4 5DUJ2 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 105,&). <br />4. *-DENOTES EGRESS WINDOW <br />FOUNDATION NOTES: <br />1. SEE SHEET 5Ni 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 />51TE FOR THE BUILDING INSPECTORS USE. OR, ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING 5TRECTCHED FROM MARKER TO MARKER <br />TO VERIFY REQUIRED SETBACKS. <br />❑ SAMUEL A. GsFEEN15EIRG, P.E. "34245 <br />❑ THUY H. HUYNH, PE. #60122 <br />❑ IRWIN J. BENSON, PE. 049i58 <br />TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, T14E <br />STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE <br />FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND <br />GUST WIND ZONE (2001 EDITION). <br />THIS DRAWING AND DESIGN IS 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 />in <br />via <br />PAX 813-9. ## #g00 <br />48 Ai1lgTOR AYE 08T, M Wi, fi. UM <br />N <br />m <br />(Dij <br />Z W <br />z_ <br />m� a <br />%5 <br />O <br />�� <br />Lu <br />QH <br />v <br />U <br />�1 <br />al <br />Q� <br />O� <br />U <br />V♦ <br />Z <br />O <br />� <br />GD <br />� <br />� <br />4Y1 <br />p <br />a� <br />p <br />M <br />J <br />N <br />0 <br />U <br />J <br />4 <br />` <br />U <br />W <br />W <br />cr <br />J <br />Q <br />ci <br />W <br />8 <br />� <br />8 <br />o <br />F— <br />DATE , <br />10-24-02 <br />SCALE , <br />AS (VOTED <br />DRAWN BY , <br />MT <br />AVrOCAD FILE NAME <br />1991 <br />ENGINEER OF RECORD , <br />DANSCO <br />ENGINEERING, P.A. <br />SMIEET DESCRIPTION , <br />ELEVATION •C• <br />■ <br />