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<br />SON TP35 PLATE wi
<br />lOd x 1-1/2- NAllS
<br />INTO HEADER W/ (5)
<br />ld x S' NAil 0 EACH
<br />END
<br />
<br />
<br />20 GA. 3" )( 5" CALVo
<br />NAILED PLATES (Z) PER
<br />CONNECTION FOR HEADER
<br />USE 8d COMUDN
<br />
<br />(Z) Z,. W/ 1/Z' PLYWOOD
<br />SP ACER OR 4x4 12 PIN
<br />
<br />SIMPSON HS-Z' W/ 5&5
<br />1Sd NAILS 0 2x4 FRAME
<br />
<br />TYPE I SEC110N THRU HEADER
<br />SCALE: 1 112" .. 1'-0-
<br />
<br />)SDN TP35 PLATE W/
<br />10d l( 1-1/2" NAILS
<br />INTO HEADER w/ (5)
<br />Jd l( .3~ NAIL C EACH
<br />END
<br />
<br />
<br />2 l( 4 BENT
<br />20 GA, ,3" )( 5" GALV.
<br />_ NAILED PLATES (Z) PER
<br />CONNECTION FOR HEADER
<br />USE 8d CDMt..lQN
<br />4x4 #2 PINE, 2)(4 NAILED
<br />_ TO BOTTOM W/ (Z) #16d
<br />COt..lMQN NAILS 0 16" D.C.
<br />SIMPSON HS-24 STRAP
<br />1'-- INTERMEDIATE FRAMES OR
<br />I I HEADERS WI 4&4 16d
<br />~\......1.. NAILS c 2114 FRAME
<br />
<br />TYPE II SECTION THRU HEADER
<br />SCALE: '11'Z'''''-o-
<br />
<br />3/8" II a- FORGED
<br />EYEBOL j
<br />
<br />ih~ 2~ x 2- SQUARE WASHE.~S
<br />I 3/8' . 2' BOLT w/ (Z)
<br />WASHERS de NUT (A-24
<br />
<br />~,~~~ A-" STRAP
<br />(1,200N UPLIFT)
<br />
<br />
<br />(I) 3/8' , 3" (I.Z00N
<br />UPlIF"T RA TIN G) EXPANSION
<br />SOL T OR WEDGE ANCHOR
<br />INTO SLAB 0 SPACING
<br />(PER TABLE 1)
<br />
<br />SHED WI SKID ATTACHED ACHOREDTO CONCRETE
<br />SCALE: 1 112". 1'..Q"
<br />
<br />
<br />(I) 3/8' , 5' (400N
<br />UPlIF"T =1:" TING) wEDCE
<br />ANCHOR INTO CONCRE7E
<br />SLAB AT SPACING
<br />(PER CABLE 1)
<br />NOTCH OR COUNTER SINK
<br />BOLT iHRU 2 II 4.
<br />
<br />+;:.'
<br />
<br />2 x 4 BOTTOM PLATE
<br />NAILED TO 2 x 6 SASE
<br />
<br />SHED 'MTH FLOOR REMOVED ANCHORED m CONCRETF
<br />SCALE, 1-I/Z' = 1'-0'
<br />
<br />
<br />rPE I OR II CONCRETE PAC
<br />II BLOCKING AS REQUIRED
<br />,
<br />,iZ" rill" ~ORGED EYE BOLT
<br />
<br />L
<br />
<br />
<br />112" X... FORGED EYE BOL
<br />30" HURRICANE ANCHOR
<br />
<br />2" x 'Z" GALV. WASHER
<br />
<br />FORGED EYE SOL T OR ,
<br />THREADED ROO
<br />
<br />1/2" COUPLING
<br />
<br />112"1l111'2"BOLTW/(2)
<br />WASHERS (2,~ + SHEAR
<br />CAPACITY)
<br />
<br />STRAP DETAIL
<br />
<br />
<br />
<br />~.~".,. ~
<br />
<br />SINGLE HELIX AUGER ANCHOR CORAl E'IF AUGER ANCHOR
<br />
<br />SET UP AND INSTAL.LA TlON OF SINGL.E WIDE SHED
<br />
<br />1, BUILDING IS PLACED IN REQUESTED !..OCAT1dN ON SCHEOU!..E <40 P.v.C. TO ALlOW FOR
<br />MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE. FENCE, PROPERTY LINE, ETC,
<br />2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
<br />BUI!..DING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS
<br />BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP
<br />TO LEVEL BLOCKED, AND THEN SHIMMED.
<br />3. AFTER THE BUILDING IS LEVEL. MORE BLOCKS ARE ADDED TO ACHIEVE lHE CORRECT
<br />SPACING.
<br />... ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRJLLED N 0 I
<br />THROUGH THE 2 x" BOTTOM PLATE \YITH 112" AUGER BIT AND THE EYEBOLT IS FASTENED
<br />INTO PLACE. THE HOLE IS DUG FOR 30" EARTH ANCHOR AND BACK FILLEO. THE EYESO!..T
<br />AND AUGER ANCHOR ARE FASTENED WITH 112" X 2" BOLT. "AP PRO V E
<br />5. IF UNIT IS TO BE An-ACHED TO CONCRETE SLAS, THE BUILDING IS SET ON SLAB SHIMMED
<br />UP TO LEVEL. A 3Ilr HOLE IS ORI!..LEO wtTH HAMMER CRILL INTO CONCRETE 1-1/2" OFF RIM
<br />JOIST. THE E"VE"BOl T IS FASTENED THROUGH BOTTOM PLATE AND AN t.' BRACKET OR
<br />SIMPSON STRAP IS PLACEO OVER THE" 3/1rWEOGEANCHOR, A 112" X T BOLT IS THEN DOC U N~ E
<br />FASTENED THROUGH THE EYEBOLT AND 'L' BRACKET. I
<br />6. IF NO I'l.OOR UNIT BUILDING IS USEC, ANCHOR WITH 318. X 5. WEDGE ANCHOR CENTERED
<br />BETWEEN EVERY WALL STUD.
<br />
<br />GENERAL NOTES & SPECIFICA TlONS FOR AUGER ANCHORS
<br />
<br />,. Building .ncho,. &Mil be .mob. hom." typ. '30 III'ICIIa h.1Ix .y. aug.r .ncha,. m.nufactured by Slyll Cr..e of F,..mont. OH
<br />t.A...mum .Wow.tll. uplfft 2,000' or .qUN8i11nt.
<br />2, Anchoring .y...m 10 "round par local buildirl" coa. (by ci..llr). LOCll. .nehora p.r Tabla" thr'ou"h Ih. bOtlom pili.,
<br />3. Ancnor. 11'1.1 ba pille.d Ihrough th. bonom pili. .ncl floor .yUlim.
<br />
<br />Table' Shed Ancoring to Concrete Slab
<br />
<br />Tobie 2 Runner Spacing
<br />
<br />Shl!d Widt UOlift I Siol! of e4nchor Scacino / Si
<br />1"'..Q" 280'/lF 4'.'3~
<br />'2".0- 240'/LF ".0-
<br />10'~ 2oo./LF S'-O",
<br />6'-0" '-160'llF 7....
<br />
<br />Sheo 'Nidt Xl XZ X3
<br />1....q ,'.10 '12" 3'-6112" S'.1'-
<br />'2".0- 2'-6112" S'.1,-
<br />'0-.0- 1'-6112" S'.1,.
<br />".0- 0- .....
<br />
<br />ValU..1rom .nd of 10_110 Qnl.,. of (2)" x.. .kld. only. ,.'..Q" wid. "'110. nay. i"'--'"of Ilod.,
<br />
<br />-:-cole .3 Support Footing Pad Spccin.g for Runner 310cking For Single or Double Wide S~ecs
<br />
<br />SHED DESIGN LOAD RE UIRE
<br />for the 2004 Bulldl" Co
<br />_ WInd "'-ro -;
<br />qz . O.DD258(KzI(Kzt)(Kd)(VJ"2 I*" AleE 7-0 Q
<br />Kz.Q.2I$Ex~... C; Kzt. 1.0
<br />Kd.0.2I5: I. o.n; V" 150 WPM
<br />IlZ . 32.004 PSF
<br />w. ~ 1l0.2I5. 27.24 PSf
<br />I -'0,. cenlly lhIIt I haw NVIeWed the..plaftl ''''ng wlCtl ..In. buikling 1Nlcen.1I and
<br />componenlll UMd in tM manufacl:umg of 1M "'H.. The m.teri8i11 .nd CClmStOMnta .lther
<br />".... Fiona. P,"IXI Appnwalaa reQuncI by Fk>>n:Ia Bu~~ Comrnir..ion RuM (Cn'Oler
<br />98-72) or _. .nslpld uutg the Rablm., Method .nd AIow..... tll..~. O"ign. AI m.l.na.
<br />.ncI Componeftl cgmp/y wCh Ih. 2001 ~ 200" Aonoa eU~ing Coa. lOr. '50 MPH WI"Id
<br />W6oclty, b..e WIr'Id p....ura of 27_2" PSF.la o.n, Enctoud BU~Ih;, Euoau....C" Ind
<br />N.I.P_C. .0,18., Roof L.iw LoIiO . 20 PSF, Roof C.aa LoaO . :. PSF. Floor 'jy't l.o.d .. :5
<br />PSF. Floor o..OlMCI . 5 PSF
<br />
<br /> \o\oxlmum '_000 " Pc~ :-.ue
<br /> S:rlI!O )I!scrlction ?co Eno ;;co S;oe Munne Inll!r;or Sjoe HI.lr.nl!
<br />Size T-.pe LW" - ?L Eno ,;loe Mell.. Soacln ?oe Type POd Pee rypl!
<br />14' S',v / D -4.15' I 3 2J '0 3'. 5'_3" '936. ;, 0' "i ~ 8 794' " "' "
<br />,,' S.. / ) 2.65' I 2 ~ '0 3'- ~r-o '.:.~5.. 1640.i!
<br />'Z sw 5.00' I , III '0 3- " ," 2ete. " 0' il 2558i II 0' ill
<br />'0' sw '.00' 4 III 10 3' 0'-0" 2400. '1 0' .11 2400# " 0' Ij!
<br />8' Sw 4_00' ; 3 III 10 J- 5-9' , , . " 0' i:1 ~ "':.j, c, Ii!
<br />
<br />Hoe..:
<br />Paa spocing is eno to centl!r of pod.
<br />2 Pocs othl!r thon enCl pacs spacing is centl!r to center
<br />3. Use soml! mox. spacing ~or intl!rtor runnl!r,
<br />
<br />';" ype Poc DimenSions
<br />I 2"lltrx1~
<br />II ..x S"ll 1e"
<br />III '8"1l18"
<br />. LoaG wdth on runner.
<br />- Ba..d on 2,000 PSF allowablll .oil pr...u.... Sod pr.aau... .h.1I be ..,.nfilld by Mid pel'lllQm.l.r I..t or soilllab rlpon Chac::k WlI.h
<br />Ingn..r If 10. p.....ur. _ ....Ih.n 2,000 PSF.
<br />NotIIs:
<br />Hollow or siiid concretl! blocks may be stOCKed en pods ~cr high seis up to 48" ~C)(. with out
<br />rl!inforcing..
<br />2. Pods requireo on 12' &: 14' wioe sneds only.
<br />
<br />t.Aax. Loco
<br />1,778'
<br />'3.500'
<br />3.950 .
<br />
<br />~otl!riOI
<br />c:anc...l. bloc:kaual
<br />c:anc::...t. bloeka...
<br />ABS OlastlC .os
<br />
<br />cement &..na mill
<br />cem.nt & ..nd ml)(
<br />
<br />TObIe 40 Ancnor Spacing Of Auger T)'Pe Ancnors For Single Wide $hecs
<br />
<br />.30 E e Auoer ':"nC:'lor or.30 :::; CorOI Anchor
<br />~nd Ancnor .. Mox. nteflor Soocrl"!O .....
<br />, '..Q" 10 3'..(1" 7'.'~
<br />1'.Q"10 3'.q S.....
<br />".o-t03'-O" llN)"
<br />1'-Q"'t03'Q 12'-8"
<br />
<br />Sheo Siz
<br />14'..Q"
<br />12'..0-
<br />10'..Q"
<br />".0-
<br />
<br />UOJift ;ll
<br />2<3
<br />208
<br />'"
<br />13&
<br />
<br />'_W"
<br />
<br />700"
<br />..00"
<br />500-
<br />400"
<br />
<br />
<br />ioble 4b Anchor Spacing Of Auger TWe Anchors ror DouOle Wide Shl!os
<br />.50 C ~uoer Ancnor
<br />End Ancnarn MOll. 'nlenor S::>ocm
<br />1'-o.103'.(J" S'q
<br />
<br />Sheo $iz
<br />20'..Q"
<br />
<br />LW.
<br />10.00'
<br />
<br />UClift ?L
<br />"'"
<br />
<br />. lo.O width of upWl: on runner,
<br />- LOCllion 0'.M! .""'., or..b .nchor.
<br />- Anchor sp.CWIg ...rnple: 30" lug.' or 3JB" x 2.3J.t. ,.p'nuan bob.
<br />
<br />NDIU:
<br />1. Anchor spacing is bosed on .3 second wind gust ot 150 MPH per
<br />A.SCE 7-98. Catogory -C", Importance Factor 0.77, EnClose Building,
<br />N.I.P,C. - 0.18.
<br />2 All meosurements listed above ore center to center of onchors.
<br />3. The minimum number of ouger anchors is (4). (1) 0 I!Qcn corner 01
<br />shed 10r sheds less in length than the maximum.
<br />4 The minimum edge distonce for expansion bolts is B diometers or S-
<br />for J /8~ exponsion botts.
<br />5. Anchors snail be on side wells except when sned is placed next to
<br />existing building, in which anchors can be placed on end wolls os dose to
<br />ides os possiDle.
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<br />Cornpan..lo at CIaddlnv 0e0lQn (E_l P.-..... (PSF)
<br />
<br />Zone 'Ni,,(! Area ,- , - Zone Wino ...rO!c '., -,
<br /> '0 ,. " '0 " 34
<br />, 20 H " 4 20 '0 '2
<br /> 50 " " 50 " 31
<br />Zone Wino Area ,. - one Wine Area ,- -,
<br /> 10 ,. .0 '0 " '2
<br />2&, 20 H 55 . 20 30 ,.
<br /> 50 " ., 50 29 , .
<br />
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<br />9/10/Zoo3
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<br />10/19/:[004
<br />" /OS/ZOO.
<br />lZ/Z8/Z00.
<br />03/09/2005
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