Laserfiche WebLink
<br />ENGINEER'S NOTES: <br /> <br />/ <br />/ <br />! <br /> <br />~t <br /> <br />~~3 <br />:::: I <br /> <br />ill0 X 1 1/2' HEX H:J CORROSION RESISTANT METAL SCRE',( <br />~wASHER~SEAL INTO DEL 2x4 TOP PLATE <br />APPROX 6' DC MAX. (TYPICAL BOTH SIDES) <br /> <br /> <br /> <br />DEL 24 TOP PLATE <br />wi CORNERS LAPPED <br /> <br />\ / <br />\ DETAIL F / <br />~N FASTENING / <br />---- -- <br />-- <br /> <br />TYP wINDOw MAY BE <br />LOCATED AT ANY SIDE <br /> <br />I--l~- <br /> <br />SP2 <br />TYP <br /> <br />HEADE,~ <br /> <br />, <br />-D <br />I <br />i7' <br /> <br />SH 3030 <br />+20 PSF <br />-22 PSF <br /> <br />SPl <br />TYP <br /> <br />o <br /> <br /> <br /> <br />. . " <br /> <br />EXTERIOR FINISH <br />EXTERIOR FINISHED PER OwNERS <br />SIDING DR STUCCO AS SPECIFIED <br />16' MAX <br /> <br />SPECIFICATIONS <br />BY OwNER <br /> <br /> <br />STRUCTURAL PANELS <br /> <br />NOTE 1/2' CClX OR OSB STRUCTURAL PANELS SHALL <br />OVE~LAP THE TOP ~EMB>R OF THE <br />DOUBLE TOP PLATE AND -THE PT BOTTOM PLATE <br /> <br />RO'w'S OF IOd NAILS E!3' DC SHALL BE 1/2' <br />~LNID'kULM !~8MAfDg~TgbMB~~~T~EMBERS OF TOP PLATE <br />PAN(_LS ShALL rlAVE NAILS Ai SPECIFIED SPACING OF 6' ':lC <br />e V~RTICAL EDGES AND 12' MAX IN rlELD <br /> <br />~OTE IIHERE IIINDOIIS DR DOORS ;NiERRUPT THE <br />'w'ODD STRUCTURAL SHEATHING AND 'w'ITHIN 4' 0> <br />:ACH CORNER AND ATTAChMENTS TO EXISTING STRuCT~RE <br />JSE SIMPSON SP2~SPI OR EaUlve iOPUOTTOM PLATE/SiUD <br />:ONNECT10NS APPL!ED ~ER MFG'RS SPECIFICATIONS <br /> <br />orE <br />HEcOUNDATiON SrlO'w'N IS BASE:; ON <br />MINiMUM SOIL 3EA~INC PRESSC;R( <br />F lOOOPSF <br /> <br />NOTE NO FOOTER REQ'D EXCEPT ".'HEN ADDRESSING <br />4' 2500 PSI NOMINAL SLAB "';;0 FOOTER HAY <br />BE USED ON LEVEL GROUND UP TO SLOPES OF 1'/12' <br /> <br />H8.'w'=12'xI2' ,DR GRADE SLOPES GREATER THAN <br />NE'.! SLABs 10 HAVE EITHER 6'xo'-~IO/10'w',,,,H <br />OR FIBEF~HESH <br /> <br />~T ?:x4'~ BASE PLA~E~ <br />, f-\S I t.N 10 " <br />PT 2'x6' PERIMEER JDIS-;- \ <br />wi (2) 16d @ 16' O~ <br />STAGGERED ~ <br /> <br />'" <br /> <br />/ALL 2'X4' STUDS, AST, NFD Te <br />P'R MFTFR FC:..M wITH - - <br />SrM~SON-::M~T 11'~R 'QUlV <br />App, lED -'FR WGR::, "P=-CS <br />OR EQUIV - . ~ - <br /> <br />SIMPSON HD5 OR EQUIV <br />'@ALL EXTERIOR JOlS; Ti] GIRDER <br />CONNECTIONS <br /> <br />SCRE.JS/PANEL <br /> <br />~. <br /> <br />LJEf <br />I-+w <br />I <br /> <br />ERROSION J <br /> <br />(DBL <br /> <br />/ <br />I <br />I <br /> <br />I <br /> <br />I <br />--I' ~ <br /> <br />I <br />--j <br />I <br /> <br />2'n2' <br /> <br />1/2' PLYwOOD SHEATHING <br />FASTEN PER STRUCTURAL PANEL <br /> <br /> <br /> <br />AUGER ANCHORS <br />STYLE CRESTil48364634 <br />BRANDON, FLORIDA <br />OR EQUIVAL[NT <br />UPLIFT CAPACI;Y=4,700 LBS <br />8' DC MAX <br />FASTEN TO UOISTS @8' DC <br />MAXw I (2) 1/2' x3 1/2' <br />LAG BOI_ TS. PREDRILL BEAMS <br /> <br /> <br />4uxS'x16' <br />SOUD CCNC BLOCK <br />DR EQUIV <br /> <br />! -I HE DESIGN \.Jl~D SPEED = 120 MPH , 3 SEC GUST <br />THE wIND IMPORTANCE FACTOR IS 0.77 J <br />THE '.JIND EXPOSURE CATAGORY USED IS 'B' <br />THE INTERNAL PRESSURE COEFFICIENT=+/-018 ENCLOSED <br />CATAGORY I BUILDING MINOR STORAGE SHED <br />5 COMPONENTS&CLADDING DESIGN PRESSURES ARE PER <br />FBC TABLE 1609.63 DR R3012(2) FOR A MEAN ROOF HEIGH, <br />LESS THAN 30 FT <br />ROOF +12/-21 PSI'" ZONE IE <br />wALLS +25/-27 PSF ZONE 4B <br /> <br /> <br />ALUM TERMITE <br />SHIELD C'YP) <br /> <br />'" <br /> <br />1~ <br /> <br />I <br />I ~ I <br />r <br /> <br />'..1=12' MAX <br />xLENGTH TO 24'MAX <br /> <br />TYPICAL WOOD DECK ALTERNATIVE <br />FOUNDATION <br /> <br />-'I" <br />i <br />~ <br /> <br />2X10 w/l/2' OSB <br /> <br />3'x12'x032'MIN ~ <br />ALUM RISER PAN ROOF <br /> <br />1--1/- <br /> <br /> <br />#10 X 3' HEX HD CORROSION RESISTANT MFTAL SCREw <br />&wASHER&SEAL INTO DBL 2x4 TOP PLATE <br />APPROX 2 1/2' D.C MAX. (3 SCREwS /PANEI BOTH <br />AS SHOwN ABOVE @ DETAIL F - <br /> <br />2x4 STUD CONSTRUCTION@lo'OC <br />USE SPI HURRICANE CLIPS AT <br />BOTTOM PLATE 8. SP2 AT DBL <br />PLATE TO STUD CONNECTIONS <br />@ LOCATIONS SPECIFIED IN <br />STRUCTURAL PANEL FASTENING NOTE <br /> <br /> <br />DEL <br /> <br /> <br /> <br />SIMPSON MST <br />DR EQUIV.AT <br />LOCATION <br /> <br />o <br /> <br />+18 PSF <br />-20PSF <br /> <br />o 0 <br /> <br /> <br />SPH4 R EQUIV <br /> <br /> <br />\ ~' <br /> <br />~'GTH TO SUlT <br /> <br />72'X7S' PRE HUNG <br />DOOR <br />NOTE INSTALLATION OF DOOR TO BE <br />PER 11ANUFACTURERS SPECIFICATIONS DEL <br />TO COMPLY wITH 110 MPH ',(IND SPEE;) <br />REQUIREMENTS <br />CAULK AND SEAL DOOR BEFORE FASTENING <br /> <br />PT 2'X4' BOTTOM PLATE <br />SECURE TO SLAB wi <br />1/2' EXPANSION BOLT <br />3' IMEEDMENT h 2 1/2' MIN <br />2C,' DC APPRuX, wITHIN <br />l' OF CoRNERS&EACH SIDE <br />[lrJORS!,.'w'lNDOIJ OPENINGS <br /> <br />EDGE DISTANCE <br />OF <br /> <br />TYPICAL SIDE ELEV A nON <br /> <br /> <br />I r,ereby certify t~Clt I hove ~erc8r"'1eCl end reviewea ,hiS :Jlan ord found <br />t -:0 be in cOMplionce ''11th sec-tlon 1609 of the clo'--'dCl Building Code, 2004 edition <br />ena ASCE 7-02 & sec:ion R3C1 Ot 'BCR 2004 <br /> <br />1\ J 1) ~ <br />\11)\ <br /> <br />. D.vV.SwlITH.P.E. <br />I FLORIDA PRorESSiO~Al ENGiNEER L:CENSE NUMBER 53608 <br />i Custom Home Plan Service <br />:9909 ~ALLASTON DRIVE-DADE C:Tv, ,LORIDA 33525 <br />PHOM:J52-52i-0865 rAx,J52-52I'0867 ['~All ~r<;f:p€@~Qr\hl,nk.ne\ <br />PASCO PERMIT SERVICE <br />SUZANNE 3AHR 813-788-5314 <br /> <br />PAN ROOF 11/ STUD '.ALL CONST. SHEET Jr <br />WOOD FRAME SHED <br />16' W X LENGTH TO SUIT 1 OF <br />SCALE DATE I PART NO. <br />AS NOTED 12/12/05 ISHED01-16' <br />D(SIGN/DRA~N C~(CK[D <br />DW.SMITH,P E . 120 <br /> <br />Dovia ',.j SMith,? E <br /> <br />::NGINEER_IC[NC::: ~53608 : <br />