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<br />ENGINEER'S NOTES: g
<br />
<br />1 THE Dt:SiGN \J1ND SPEED:: 120 MPH , )3 SEe: GUSI
<br />2 THE wIND 1MPORTANCE FAC, I 0
<br />3, THE \J1ND EXPOSURe: CATAGORY USi:D !S '3'
<br />4 iHi: INiERNAL ::>RESSUR::: C:JEFr:-1C:ENT::"'I-018 ENCUJSED
<br />CATAGCRY 1 BUIL:JING MINOR STORAGe: SHED
<br />5, COMPONENTS8.CLADDING DESIGN PRESSURES ARE PER
<br />FBC TABLE :609,6B OR R3J12(2) FOR A MEAN ReOF HEIGHT
<br />LESS THAN JO FT,
<br />ROOF +12/-21 PSF ZONE IB
<br />\JALLS +25/-27 PSF ZONE 4B
<br />
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<br />
<br />SCRE\";S/P~NEI..
<br />
<br />AUGe:R ANCHORS
<br />STYI..E CREST#48364634
<br />BRANDON, FLORIDA
<br />OR ECUIVALENT
<br />UPlIrT CAP~CITY=4,700 I..BS ~,
<br />8' 0,[ MAX I
<br />FASTE,N TO JOISTS @8' DC
<br />MAX '.,.j / (2) 1/2' x3 1/2'
<br />LAG BeL is PREDRILL BEAMS,
<br />I
<br />
<br />Pi 2'x4' BASE PLATE
<br />FASTEN TO ~\
<br />?'1' 2'x6' PERIME'1'ER JOlST \
<br />I../! (2) 16d @ 16' o~
<br />STAGGERED ~
<br />I J
<br />---I"'
<br />
<br />
<br />r-AI.._ 2'X4' STUDS r:-ASTENED TO
<br />/ PC"R1Mr:-ER ~FAMw1TH
<br />/ Sn'-1PSON bM T U' DR ~QWIV
<br />/ Ar-P:..l::..D ,E Me GRS Sr-Fc.S
<br />DR EQJIV -
<br />
<br />
<br />SIIv'PSON HDS OR ECJ!V
<br />,@ALI.. EXTER18R JOIST Te G1RDf:R
<br />Cm'iNECiIONS
<br />
<br />.. F /
<br />\ DET AIL
<br />"oflN F' AS TF'NING /
<br />'" - /
<br />
<br />'--...--.-"
<br />
<br />Ai_UN ERMIT~
<br />SHIE:i-D (ifP)
<br />
<br />4'x8'x16'
<br />SOLID CONC BLOCK
<br />DR ECU!V
<br />
<br />\";::12' MAX
<br />xLENGTH TO 24'MAX
<br />
<br />TYPICAL WOOD DECK ALTERNATIVE
<br />FOUNDATION
<br />
<br />2X10 \.'/1/2' OSB
<br />
<br />3'x12'x032'MIN
<br />AI..UM RISER PAN Roor
<br />
<br />
<br />1/2' Pl... Y\JOOD SHEATHING
<br />FASTEN PER STRUCTURAL PANEL7NOTE
<br />
<br />
<br />2x4 STUD CONSTRUCTION@16'OC
<br />USE SP! HURRICANE CLiPS AT
<br />BOTTOM PLATE & SP2 AT DBL /
<br />PLATE TO STUD CONNECTIONS
<br />@ LOCATIONS SPECIFIED IN
<br />STRUCTURAL PANEL FASTENING NOTE
<br />
<br />
<br />1110 X 1 1/2' HEX HD CORROSION RESISTANT METAL SCRE\";
<br />8.\JASHER8.SEAL INTO DBL 2x4 TOP PI..AiE
<br />APPRO X 6' DC ,MAX, <TYPICAl.. BOTH SIDES)
<br />
<br />rD BI..
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<br />
<br />
<br />#10 X 3' HEX HD CORROSION RESISTANT METAL SCRE\.!
<br />&1.,.jASHER&SEAL INTO DBL 2x4 TOP pi ATE
<br />APPROX 2 1/2' DC MAX, (3 SCRE\.!S /PANEl BOTH
<br />AS SHO\.!N ABOVE @ DETAIL F
<br />
<br />
<br />DBL 24 TOP
<br />i'n CORNERS
<br />
<br />PI..ATE
<br />LAPPE;)
<br />
<br />
<br />TYP \";INDO\J MAY BE
<br />~LOCATED AT ANY SIDE
<br />
<br />
<br />DBL 2XIO \J/1/2' OSB
<br />
<br />(]\
<br />
<br /> LsP2
<br /> TYP
<br /> HEADER
<br /> I,
<br /> Ii SH 3030
<br /> +20 PSF
<br /> -22 PSF I
<br />I, I
<br />I
<br /> I
<br /> SPl
<br /> TYP II
<br /> I
<br /> . ., ' .,
<br />
<br />II
<br />
<br />
<br />SIMPSON ,f1ST r
<br />OR EQUIVAT T IS
<br />LOCATION
<br />I
<br />
<br />
<br />+18 PSF
<br />-20Psr
<br />
<br />-1
<br />
<br />o
<br />
<br />Ii
<br />I 0
<br />
<br />
<br />l
<br />
<br />
<br />010
<br />
<br />SIMPSON SPH4 R EQUIV-
<br />
<br />H!,.\.I=12'x12' FOR GRADE SLOPES GREATER THAN
<br />\IE'.I Sij'BS TO HAVE EITH[R 6'x6'-~\0;;C''';INM
<br />OR i'IBERMESH
<br />
<br />2./12'
<br />
<br />PT 2'X4' BOTiOM PI..ATE
<br />SECURE TO SLAB \JI
<br />1/2' EXPANSION 30L T
<br />J' IMBEDMENT h 2 ]/2' MIN
<br />24' DC APPRuX, \JITHIN
<br />j' Dr COPNERS&EACH SIDE Dr
<br />DCORS8.\JINDOw OPENINGS
<br />
<br />EDGE DISTANCE
<br />
<br />\ 6'
<br />
<br />\L:=NGTH -'-0 SUIT
<br />..
<br />'-72'X78' PREHUNG
<br />:JoeR
<br />NOTE :NSTAU..ATIDN or DOOR TO BE
<br />PER MANUFACTURERS SPECIFICATIONS
<br />TO CoMPI.. vw'ITH ;10 MPHw'IND SPEt:D
<br />REQUIRE'~ENTS
<br />CAULK AND SEAL DOOR
<br />
<br />
<br />DEL
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<br />H, 0
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<br />
<br />STRUCTURAL PANELS /
<br />NOTE 1/2' COX OR oSB STRUCTURAL PANELS SHALL
<br />OVERLAP THE TOP MEMBER OF THE
<br />DOuBLE TOP PI_ATE AND -HE PT, BOTTOM PLATE
<br />
<br />ROW'S OF 10d NAILS n" O,C, SHALL BE 1/2"
<br />M~NI~K~ t~9~AfD~aT~b~B~~~T~Ei"BERS OF TOP PLAiE
<br />PANE,-S SHALL HAVE NAlLS AT SPEClrlED SPACING or S' Cl.C
<br />~ VERTICAL EDGES AND 12' ~AX IN rJELD
<br />
<br />NOTE '..HERE ,..iNDOW'S OR ::lOURS lNTERRUPi THE
<br />'''000 STRUCTURAL Si-'EATHiNG AND W'!THIN 4' DF
<br />EACH CORNER AND ATTACHMENTS TO EXISTING STRUCTURE
<br />USE SIMPSON SP2~SPJ OR EQUIV~ WP~BonOM PLATE/STUJ
<br />CoNNEC~ioNS APPLIED PER MFG'RS SPECIFICATiONS
<br />
<br />EXTERIOR FINISH
<br />EXTERIOR F1NISHED PER o\JNERS
<br />SIDING DR STUCCO AS SPECIFIED
<br />16' MAX
<br />
<br />SPEC1FIC';TIONS
<br />BY O\";NER
<br />
<br />
<br />i
<br />NOTE NO i'ClOTER REQ'D ExCEPT \.IHEN ADDRESS1NG [PROSiON ....J
<br />4' 2500 PSl 'JoM1NAL SLAB '.I/O roOTER MAY
<br />BE USED ON LEVEL GROUND UP TO SLOPES or ,'/12'
<br />
<br />Devi:) 'Wi SM::,f-:,,::)[,
<br />
<br />
<br />TYPICAL SIDE ELEVATION
<br />,V'
<br />"
<br />
<br />BEFORE FASTENING
<br />BUILDING SHALL COMPLY WITH
<br />ALL APPUCABLE BUILDING,
<br />ELECfRlCAL, PLUMBING AND
<br />~ ""'e't" "He ., r'nT'\ES
<br />D . vV . S M I T H . P . E. i "AN ~do'f""',.;~ stiJ1) '~':AL~'-'CDNST'j SHEET Jr
<br />'; F'..:JRtDA ?Ror[~~iONAL [NG;N[ER"iCENSE NU~!BER 5360B. , ~VOOD FRAME SHED I' ('
<br />i Custom Home Plan Service 116 IV X LENGTH TO SUIT...JF
<br />!9909.1A~LASTON DRlvE-rADE CITY,"LORIDA 33525 [ SCALE I DATE I PART~o. !
<br />:PHJNEJ52-521-0865 I~XJ52-52i-Q867 ,-.,All Q.s'iD<t~~r\hl;rk.r,~\~S NOTED 02/27/06 SHED 01-16'1
<br />PASCO PERMIT SERVICE ,DESJGN/DRA~N :H(CKED '
<br />SUZAr-.NE 3AHP 813-788-531.1 DWS'AITH,PE.I 120 I
<br />
<br />;~m[
<br />THE rOUNDATION SHCW'N IS BASED ON
<br />A ,~J~IMIJ~ SCiIL BEARING PRESSURE
<br />OF :oocpsr
<br />
<br />: her-?by certi;:'y -:hct : "ove pertorMed 0.00 re'/Iewed tnls plo.n o.nc; f''Junci
<br />it to oe >1'1 CCnp\io.ncelllth sec":lon 160'3 Ot tne :-ic('ldo. Bi.A1b,ng Cede ::004 edition
<br />o.no iOSC:: 7-0:: 8. section R301 Ot F"3CR 2004
<br />
<br />I ENGI'IEER UCE/\fC~ ~5:?608 1
<br />
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