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<br />w/ <') 2" . '(,11' CALV.\N1Z(O
<br />"'''S>'CR.!.ND ') 2 '/2".3/1&"
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<br />BUILOING ANCHOR DETAIL
<br />101, T.S.
<br />
<br />WIRING DIAGRAM
<br />( ()> TI~"'L EU C TIlle)
<br />
<br />BV1lO\NC ~CH(lRS SHAll. BE "lJOO'lE HOUE' fYl'E ,Je DH E"RTH "'NCHORS
<br />1oI"'N1JfAC11JREO BY STY\.E CP[ST ~ 8RAN~, n, IoI"'X, UPLIfT ~ LBs.
<br />OR [OJlV AU:N T,
<br />ANCHORING S~Tt'" TO CROoJ'lO P(R LOCAl OO1t01"C ct:oE (6'( OH.L[R)
<br />LOCAT'( ANCHORS 4'-0" fROU E"'CH ENO ~ SHED AND 11'-0" \.lAX, SP...CIN(;
<br />ANCHORS SHAll BE Pl}.C(0 ON THE SIC( RMS [xCVT 'II\-IEN Sl-<EO IS Pl"'CEO
<br />NOT TO AN DClS TlNG SVtLOINC, IN 'M-i~ C"'S( THE ANCHORS THA T Sl-<OlJlD
<br />00 ON THE ""U NOT TO ll-<E SVlLOiNQ SHALl. BE PlAc(D ~ 1'H( ENO "AU
<br />NEXT TO THE EXI5 nNG SVIlDIN(;.
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<br /> 0 O/'Jcp T St"B
<br /> AN ACIN
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<br />1 - -
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<br /> ...at \.INN " IN
<br />[ Wl X X X
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<br />4'- "
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<br />'_ 6-11
<br />
<br />YALU{5 rROIof ENO ~ JOIST TO C(NT[RS CF (2) 2 . & SKIDS
<br />ONL'( 1.'-0' '/III)( SHEDS HA~ (4) SETS ~ SKIDS
<br />
<br />l. F'l00ft U~ LO,o,o '25 LBS. / SO fT,
<br />2 ROCF U~ LOAD 34 LaS, / so. ft.
<br />~ 'IlINO LOAD 120 IIPH
<br />
<br />C;(N[RAl NO T[ S:
<br />
<br />1 n~ 'loST'; AND BEAUS SHALL BE PRESSURE ffiEA1'[O soun;ERN PINE,
<br />2 Pl"WQ(X) n~ SHAlL BE ~/.' THICK SWTHERN P''1E. 5 PLY,
<br />[X1'[RiCP (';R"'OC TU1GVE "'N::> CROO'\<!, ClUED AND N,oJUD
<br />~ 2,. WlALl ....'lD ROOf fR.......ING SH,ALL 9[ fRMlE GRACE SPRVCE ~
<br />SOUTt-lERl'i PINE
<br />. ~OONC Sl-<ALL BE SPRUC't ~ SOUll-<ERN PI!oJE
<br />~ ROOf AND ....AU. SIDiNG SHALL BE 1/2" C'OI':l'lVC"'1'[D "'Ll,;lJ,NV\,l WlIll-< ...
<br />2 er pnCH ~ ... 4" LAP SlDINC WITH ... 3/e' STlP BOTH Sl-<ALL BE
<br />IoIANvr...CT1.JRro fRQI,I 0024' THlCI( SHUT AlU"'I'NIoI J'~ HI4 "UOr.
<br />S, THRt"'D{O r"'STtlooERS fCfl Al.UI,IINVIoI RO(;#' ,<.NO SIDING Sl-<"'LL BE: AS
<br />fOllOWS: T, Sll)"IG - ~ . 3/4" ....Sl-<tR H("'OED SCRE..-s
<br />2, ROCF - te . I' SCREWS NTH NE(;I'RENE CASKETS
<br />.l.N\) 1/2" w"SHtRS
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<br />.II
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<br />.' ALUIoIINVIoI LAP SIQlNG
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<br />(2) 2 . & BE....... (fYl'ICAL)
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<br />40' -0" OR CRtA TtR TO tl[ SHlPP(O "'NO 9 TE EML T
<br />VAAln (NO LloIf ~ L[N(lTH)
<br />I 2'-0' J()STS SPActO AT 2'-0" ~ ctNTtIl
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<br />~ WlI~ (I) '/.". 2' LAC(?'7~'~ · SP"'ONG PER TABlE T tM 2, 4 NA'lED TO HEADER
<br />SCREW INTO 2 , & , '/.". '2" STRAP ~40'ti 2 . 4 AND ACPOSS
<br />. (I) 1/4' I , '/2" REO I S/IIPSQN OR EQUAl Tl-iREE BENTS
<br />HEAO OR CQI;CR( IE ~r...,) ""
<br />_ INTO CONCRETE SlAB ~ '/4 . , '/2 RED HEAl)
<br />OR CONCRE T'( SCRE W IN TO
<br />$(E T"'BlE I fOR $PAONe Sl"'B 0 ~"'C1Nq, PER
<br />CF ANCHORS TABLE , l~" I' CVT OfT 8O<T LEO
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<br />FRAI.IE DOOR CONSTRUCTION
<br />(oPTI~"'L)
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<br />END ELEVAll0N 'MTH WiNDOW
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<br />FLOOR FRAI.IING PLAN
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<br />SHED 'MTli SKID REI.IOVEO
<br />"NCHORED TO CONCRETE
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<br />SHED 'MTH SKID ATTACHED
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<br />SIDE ELEVATION 'MTH W,NDO'NS AND DOOR
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<br />SIDE ELEVATION WITHOUT WlNDON$
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<br />3/4. Pll"WOOO F'lOOftING
<br />
<br />2 . & BOTTOloI PlAT'(
<br />(TYPICAl AU AAOVND)
<br />
<br />2 . & BENT (m"lCAl)
<br />$(( StOE: WlAlL (lEVATl~
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<br />SEcnOH THROIJCH HEADER
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<br />$(E $JOE EtEvAnON 'WlITH
<br />DOORS "'ND WlNOQWS fOR
<br />,NrORIoI...nON NOT SHOWN
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<br />, . 4 WlI'ID BRACE
<br />(T'1'PIC"'l 0 fWR COP!-.ERS)
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<br />CAR"C;( DOOR INSTAlLEO
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<br />I , 4 BR1O"'"INO
<br />(TYPICAl. . fA. 8tN')
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<br />2 I 6 S1\!O ADOED 'II\-IEN
<br />CARAC;( OOOR INSTAlLED
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<br />20 CAUC;( ). , 5" ''''L V
<br />PlATlS (2) PER CQ"lNECTlON
<br />ATT"'CHED wi '4 , '/4" CC4. Z
<br />N"'lS (~) PER cow.ccnON j
<br />PE R SlOE T l'PIC"'L "'LL
<br />C~NECTlON POINTS
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<br />2 . 4 BENT fR...J.lES
<br />CONNEC'7tO w/ \O<l COlooIIo/ON
<br />o 1'-0' O/C
<br />
<br />(2) LAIoIINAT!D PRESSlJR[ TREA1'[O
<br />PINE 2 . 15 CONNEC TtD w/
<br />(4) Il5d C()\,(MON ClUE COATED
<br />NAILS PER COSNECTiQ"l
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<br />s->(tT ,
<br />
<br />THE DE: SlCN SHOW'! HEREON Mt[ TS ll-<E RE OiJIRE\,jEN T 5 or
<br />CHAPTlR 120~ sac 1991 E01n~ fOR I~ IIPH WINO LOAD
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