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11-11241
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11-11241
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Last modified
12/15/2011 8:28:18 AM
Creation date
12/15/2011 8:22:07 AM
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Building Department
Company Name
MAJESTIC OAKS
Building Department - Doc Type
Permit
Permit #
11-11241
Building Department - Name
MAJESTIC OAKS
Address
3834 QUAKER RIDGE ST LOT 128
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ENGINEER'S NOTES: <br />1.THE BASIC DESIGN WINDSPEED= 110 MPH , 3 SEC GUST <br />2. THE WHO IMPORTANCE FACTOR IS 1.0 ; BLDG CATEGORY =11 <br />3. THE WIND EXPOSURE CATEGORY USED IS 'B" <br />4. THE INTERNAL PRESSURE COEFFICIENT FOR ENCLOSED BUILDINGS IS +.18/ -.18 <br />5. C do C DESIGN WIND PRESSURE = +10/ -22 PSF ROOF; +22/ -24 PSF WALLS <br />6. ALL WINDOWS AND DOORS TO BE RATED FOR 110 MPH WIND SPEED AND INSTALLED PER <br />MFGR'S SPECIFICATIONS. <br />7. SEE NAILING SPECIFICATION NOTE FOR WOOD PANELS BELOW <br />NAILING PATTERN SPECIFIED PROVIDES 8501 /FT UPLIFT <br />8. NOTE: SIMPSON CUPS MAY BE APPLIED EITHER OUTSIDE <br />OR INSIDE OF STUDS <br />MAY BE USED FOR ADDITIONS TO MOBILE HOMES <br />MODULAR & PARK MODEL HOMES AS WELL AS <br />SITE BUILT BLOCK OR FRAME HOMES <br />ATTACHMENT TO HOST PARK MODEL W/ <br />"PEEL —N— SEAL" <br />FLASHING OR EQUIV. <br />LAP 6" MIN ONTO ROOF <br />12" APPRO <br />4TH WALL <br />CONSTRUCTION <br />MAY BE FRAMED WALL <br />OR BEAMS & COLUMNS <br />SEE HEADER TABLE <br />& NOTE ABOVE <br />ROOM ADDITION <br />ENLARGED VIEW <br />FACIA ATTACHMENT DETAIL <br />1 /4'x 5 1/2" L.G. SCRWS W /FENDER WASHER /SEAL <br />0 12" O.C. 0 DBL TOP PLATE &8" O.C. ALONG RAKES <br />FROM FBCR TABLE R502.50) <br />HEADERS <br />0 BEARING WALL <br />SIZE <br />SPAN <br />NUMBER OF <br />JACK STUDS <br />6' MAX OF HOST <br />& 6 1/2' MAX <br />OF ADDITION <br />ROOF & CEILING <br />2 -2 "x4" <br />3' -6" <br />1 <br />2 -2 "x6" <br />5' - 5" <br />1 <br />.2-2x8* <br />6' -10" <br />1 <br />2 -2 "x10' <br />1 8' -5" <br />1 2 <br />2 -2 "x12" <br />10' -6" <br />1 2 <br />VALENCE CAP <br />#8x1/2" CORROSION RESISTENT <br />WASHER HEADED SCREWS <br />ALUM FLASHING <br />INSTALLED 6" MIN UNDER 12' SPAN MAX <br />FIRST ROW OF SHINGLESI <br />1 5' -4" MAX 0.030" COMPOSITE P ANELS <br />10' -6" MAX W/ 3 "X12 "x.032" PANS <br />14' -0" MAX W/ 3 "X12 "x 26GA STEEL PANS <br />12" APPRO <br />/ 12 <br />1 <br />DBL 2 "X4" TOP PLATE <br />SHING ONLY DBL 2 "X4" TOP PLATE I <br />DBL 2 "X_ HEADER <br />PER FBCR TABLE R502.5(1) <br />W/11/2" PLYWOOD SPACER / <br />OVER WINDOWS &DOOR <br />WINDOWS PER SCHEDULE <br />1/2" CDX OR OSB <br />OVERLAP BOTTOM PLATE AND <br />PERIMIETER JOISTS NAIL <br />6" O.C. ®EDGES &IN FIELD <br />SEE NAILING NOTE +22 PSF I <br />-24 PSF <br />,c -24 <br />HOST <br />VINYL SIDING 37'x50 5/8 <br />TO MATCH EXISTING ___________ FF ___ __ _ _ _ ___ <br />2 "x4" STUD CONSTRUCTION ® 16" <br />C. NP SIMPSON CLIPS <br />R -11 INSULATION IN ALL 2X4 WOOD WALLS APPLY INSIDE OR OUTSIDE <br />L <br />L <br />SINGLE PT 2 "X4" PLATE <br />FASTEN TO PERIMETER JOIST <br />W /(2 STAGGGERED ROWS) <br />16d NAILS 12" O.C. <br />(SEE NOTE BELOW IF CONSTRUCTING L <br />ON CONCRETE) <br />ALUM TERMITE SHIELD ® EACH PIER Q <br />WALL PANELS (PLYWOOD) NAILING NOTE: <br />NOTE: NAIL 6" O.C. ® EDGES & 12" IN FIELD <br />WOOD STRUCTURAL PANELS SHALL <br />OVERLAP THE TOP MEMBER OF THE <br />DOUBLE TOP PLATE AND THE BOTTOM <br />PLATE AND THE PERIMETER JOISTS WHEN APPLICABLE <br />(CONSTRUCTING ON A WOOD DECK.) <br />ROWS OF 10d NAILS ® 3" O.C. SHALL BE 1/2 <br />MINIMUM FROM PANELING EDGE& OF BOTH MEMBERS <br />OF DBL TOP PLATE &BOTTOM PLATE. <br />USE TWO STAGGERED ROWS OF NAILS ON 3" O.0 <br />®BOTTOM PLATE WHEN BUILDING ON CONCRETE SLAB <br />OR ALTERNATIVELY INTO PERIMETER JOIST WHEN <br />BUILDING ON WOOD DECK <br />NOTE: WHERE WINDOWS OR DOORS <br />INTERRUPT THE WOOD STRUCTURAL <br />SHEATHING AND WITHIN 4 FT OF EACH <br />CORNER AND ATTACHMENTS TO EXISTING <br />STRUCTURE USE SIMPSON SP2 & SP1 <br />OR EQUIV. APPLIED PER MFG'RS <br />SPECIFICATIONS AT INSIDE OR OUTSIDE <br />8 "X8 "X8" CONC BLOCK PIER <br />4'X18 X16 "CONC PAD <br />OR EQUUIV. <br />AUGER ANCHOR @ 8 "O.C. MAX FASTENED TO <br />DBL 2X8 GIRDER W /FLAT SIMPSON CS -16 STRAP <br />OR EQUIV. ASTM #123 -89A MOBILE HOME STRAP <br />NOTE: SHOWN BUILT ON WOOD DECK, MAY ALSO BE <br />CONSTRUCTED ON 250OPSI CONCRETE SLAB 4" THICK W/ <br />6x6/10 -10 WWM OR FIBERFIL OVER 6 MIL POLYFILM OVER <br />CLEAN COMPACTED TERMITE TREATED SOIL, W /16 "x12 "W <br />FOOTER W/ (2) #5 CONTINUOUS ON CHAIRS <br />FASTEN BOTTOM PLATE TO SLAB W/ 1/2 "X 7" WEDGE ANCH. <br />024" O.C. MAX® EACH SIDE OF DOORS& WINDOWS &WITHIN <br />6" OF CORNERS <br />NOTE: WINDOW &DOOR MFGR'S TO CERTIFY THEIR PRODUCTS <br />WILL WITHSTAND THE PRESSURE RESULTING FROM A 130 MPH FBC PLANS do ENGINEERING SERVICE INC. <br />WIND SPEED (3 SEC GUST) AS INDICATED ON PLAN. 38351 COUNTY RD. 54 <br />WINDOWS AND DOORS TO BE INSTALLED PER MFGR'S ZEPHYRHILLS, FL 33542 <br />SPECIFICATIONS 1 -868 -824 -7894 TOLL FREE & FAX <br />4" COMPOSITE ROOF PANELS w/ O.S.B. FOR SHINGLE ATTACHMENT <br />PER MFG. SPECS. <br />CLOSE INSULATION PANEL WITH ALUM. END CAP <br />SECURED WITH #12 X 5/8 LG CORROSION <br />RESISTANT WASHER HEADED SCREWS 12" O.C.. <br />R -25 MIN INSULATION <br />UNDER FLOOR <br />ROOM ADDITION <br />TYPICAL SECTION <br />I hereby certify that I have reviewed this plan and found it to IVin <br />compliance with design requirements of the Florida Building ode <br />2007 edition, including 2009 supplements. <br />DAVID W. SMITH THOMAS L. HANSON <br />P.E. # 53808 P.E. # 38654 <br />N1 <br />H <br />0 <br />4 S <br />T T <br />H S <br />W T <br />A R <br />L UC <br />L C <br />T <br />C U <br />0 R <br />N E <br />S (n <br />T Ll1 <br />U Of <br />N <br />+21 PSF <br />-23 PSF <br />36 "x6' -8" PREHUNG <br />STAIRS <br />4TH WALL CONST. MAY <br />BE FRAMED WALL OR <br />BEAMS /COLUMNS. SEE <br />PLANS FOR ALUMINUM <br />POST /BEAM SPECS <br />/4 PT PLYWOOD <br />CARPORT SLAB <br />NOTE STAIRS &RAILINGS TO <br />CONFORM TO F.B.C. 2007 <br />SECTIONS R311 &R312 <br />RESPECTIVELY <br />SEE TYPICAL DECK DETAIL <br />SHEET <br />'V- <br />1 11('11 <br />SEAL <br />ROOM ADDITION <br />WOOD FRAME <br />SCALE DATE <br />DO NOT SCALE 1 11/9/10 <br />0 <br />T <br />T <br />R <br />U <br />C <br />U <br />R <br />E <br />SHEET OC <br />1 OF 1 <br />ROOM ADDITION <br />WOOD FRAME <br />110 <br />TYPICAL* ' 2' WIDE MAX <br />HOST STRUCTURE ROOF <br />HEADER CARRYING 6' <br />OF HOST ROQF& <br />CEILING <br />H <br />0 <br />4 S <br />T T <br />H S <br />W T <br />A R <br />L UC <br />L C <br />T <br />C U <br />0 R <br />N E <br />S (n <br />T Ll1 <br />U Of <br />N <br />+21 PSF <br />-23 PSF <br />36 "x6' -8" PREHUNG <br />STAIRS <br />4TH WALL CONST. MAY <br />BE FRAMED WALL OR <br />BEAMS /COLUMNS. SEE <br />PLANS FOR ALUMINUM <br />POST /BEAM SPECS <br />/4 PT PLYWOOD <br />CARPORT SLAB <br />NOTE STAIRS &RAILINGS TO <br />CONFORM TO F.B.C. 2007 <br />SECTIONS R311 &R312 <br />RESPECTIVELY <br />SEE TYPICAL DECK DETAIL <br />SHEET <br />'V- <br />1 11('11 <br />SEAL <br />ROOM ADDITION <br />WOOD FRAME <br />SCALE DATE <br />DO NOT SCALE 1 11/9/10 <br />0 <br />T <br />T <br />R <br />U <br />C <br />U <br />R <br />E <br />SHEET OC <br />1 OF 1 <br />ROOM ADDITION <br />WOOD FRAME <br />110 <br />
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