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SETUP AND INSTALLATION CF SINGLE W!DE SHED nro=rzo02
(2H 2 x 4 SPRUCE HEADER a 9/0/2003
NO rX3'42 PINE EACH SIDE 2 x 4 SENT 1.BUILDING'S PACED N R£OVESTEO'_OCAPON ON SCHEDULE 4C P V.C TO ALLOW FOR 2/14/2004
A....M:NUM RCGF :VON LOAD BEARING WHEN 'V� 20 GA. 3' x 5' GALV, MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,F NCE,PROPERTY LINE,ETC. !,/I4120CC4
1 x 4 BR:OGING GARAGE DOOR INSTALLED 2.ONCE JS 9,0 SQUARE 450 THE HIGH SPOT OF THE GROUND'S 5 F BU THE 1 /05/2004
• NAILED PLATES(2) PER BUILDING'.S BLOCKED ON HIGH SPOT ANO LEVELeT THE OUND'END OF THE BBROUGH'.S 12/28/2004
s_ 1 x 1 3RICGING' BENT I-:l'PJ CONNECTTC" FCR EADER
2 s 4 BENT(n P.) ALUMINUM EAVE BROUGHT UP TO LEVEL AND BLOCKED THEN THE CEN ER OF THE BUILDING'.S BROUGHT I2/CS/2005
,2 USE 6d COMMON TO LEVEL,BLOCKED.AND'HEN SHIMMED. -
--- CS 20 GAUGE 3"ES CONNECTION
x/3RIGG,NG FATES;2)PER 3 ALV FREES
SIMPSON 735 PLATE W/ 3.AFTER THE BUILDING.S_EVEL,MC RE BLOCK$ARE ADDED TO ACH!EV'E THE CC RREOT
.VARIES S (B) t0d x 1-1/2' NAILS I• (2) 2 4'NR t/4'2LYW000 SPACING.
t� TYP'GL SLO FE AT KNEa THFU INTO HEADER W/l5) SHARON GR 4x4 y2 P1N 1 ANCHOR PWACEMENT S_S'AdL.SHEC BY WIG'H CF BUILDING.'HOLES ARE GR0._ED
V!2lC1NT DF BENT I Od x 3' NAIL i7 EACH THROUGH HE 284 BOTTOM PA-E'WITH t?AUGER BIT HIND THEEYEBOLT IS FASTENED
_ END SIMPSON HS-24'N/5&5 INTO PLACE.THE HOLES DUG FOR 7C EARTH ANCHOR AND SACK F!LLEJ.THE EY ESOLT
..--1 14 BRIDGING 3 SENT Tip,)
TUO ADGEO'NI-.EN < y ' ^ t6d NAILS'�2x4 FRAME SNIF UNIT STONE ATTACHED TO CONCIREE SLAB SOOT
E BUILDING'S SET ON SLAB SHIMMED
2xes L
,2) HOLES DRILLED'/4TH HAMMER DRILL INTO CONCRETE 1.1.7 OFF RIM
ORS WIDTH
ED x,
GARAGE DO • I a UP TO E`/EL.A SIT ml 2 x/BENT FRAMES JOIST, HE EYEBOLT IS FAST EKED THROUGH BOTTOM PATE ANC ANT.BRACKET OR
MAX.WIDTH 5O''OR r—CONNECTED'ASS Ica COMMON t Kr•T!`.M T}IRU F+EAC
ENTRANCE DOORSIH 5 VTH r, i 1'P 0.0. I TI-r B7MPSOn STRAP IS PLACED OVER THE 7ie"NEOGE ANCHG 0..A t?N T 90LT'S'HE.V
0', '7 FOR GARAGE DOORS 3 SCALE 1 1?•t'C FASTENED THROUGH THE E E90LT AND ABRACKET�3!9'NT WEDGE ANCHOR CENTERED
DOUBLE DOG RS I VAR!E$ N,IF NO FLOOR UNIT 9U!LDINO'.S USED,
2 x 4 BOTTOM PATE BETWEEN EVERY WALL STUD.
'R-- � 2 x 4 BENT
P.T.P.4 x i CONNECT FL000. SEE ATTACHMENT DETAILS 20 GA RU x 5' GALV.
JOIST TO RUNNER WI V NAIl_ADCONNECTION FOR HEADER GENERAL NOTES S SPECIFICATIONS FGR AUGER ANCHORS
SEE CETAII 9EL0'N VARIES;e'�0'TO 12'-0��4a I • USE SR CCMMCN
Fre ma OM.
FOR INFGRMAPCN NOT SHOWN SEE END ELEVATION 4x4 y2 PINE. 2x4 NAILED +' m'. qn b!.shay 2.0 mo ae home'typ•tl3C sr.g:•he;a aye auger anchare er Taot ctured by Stye Cod-o
WINDOW OPENING .� OGI Maximum a!hwad:•updR 2,000/ar eaunysnL
SIMPSON TP35 PLATE W/ r� �—TO BOTTOM 'N/(2) a•'5d 2.Anchodrg system:o grcund PW'DcW bucg cad•by dealer).U«are anchan per Taol•4 mNugh tft•bottom Plat•,
a F ND FOR
W1T'ri DOOR TNrO SKID MO -S COMMON NAILS 9 16 O.C. ].Arxnore eratl:•platted!nrowh the bottom plats and!torn system.
iI SCALE:1(1'•1'-0' (8)!Od x 1-1/2' NAILS •
(272a39EAM(iYP.7THRU INTO HEADER W/(5) • • SIMPSON HS-24 STRAP TObie 2 Runner Spacing
iI 2x1 HEADER ICd x 3' NAIL 9 EACH • INTERMEDIA c FRAMES OR TObie I Shed An COfing to Concrete Slab %2 A-
2 AND
4' ALUMINUM SIDING ��l`�— 1 aA BRIDGING HEADERS W/4&4 16d Shed Hid! /Uplift Sae of 'Al.hor 5 can S. a Sh 1<dY dt 1,tat 17 3,61? S'-11•
�..3 sr�Y7[31 i3•. Cs 2 a 1 BENT TYP.) NAILS J 2x4 FRAME 4•-0' .40 s f IF
YY�'JJ 4'-7
P�aQil 6D yVAIff
S • S•7 1TQ 2'6,? T•t 1' _
BS�. g TYP.SLOPS AT KNEE JOINT OF t2� 1 C-0' 1'6+,7 6'-+1•
2 x 4 BOTTOM PLATE aa Jt{sy3 x%s'"_ 3 10.p 200 s I If $`0' S.S•
a�^a > ,,2 BENT , —c a ccrTlON iNRU NE_A_CE$ SO tl I F e ea'-0
l ar
3M'PLYW000 FLOOR ffi.�zdop2ta 1 x/BRfOGlNO SCALE 1 1?•1'P vak:aa ham.red arpis:e:•nt.re a;z;1 X 4 sods arty,'4'4 w•de eheaa haw i1)seta of skids
HURRICANE ANCHORS r.[2iti1� <
(TYPE)USE SIMPSON ��� L to,%c fC'1tV`"nn / 2 x/STUD OO FLOOR CF SHED ! "•u ~—3H•pLY'N000 FLOOROV'ER Table 3 Support Footing Pad Spacing for Runner Blocking For Single Jr Double Aide Sheds
2' x Y SQUARE WASHERS Maximum Locd &PadNAILS SCALE:NTS. (� 723".1:rCA j'� ro 2x3 P.T.P. -d P° RTypaPd« o
3/8' x Y BOLT'N/(2) nt�n Pad Fn d Sd, a '^' SP dtae SIGNAILS Y. 3/8' a 8' FORGED HASHERS&NUT(A-24 Pad
acrn}a11rY I SEE ATTAOHIMENT CETA!LS E EgOLT 5;ze T pe W'- P'_ E d Pcd .Mox. 5 acir a II1 87Sp 0 ar III
o-- y1„ __yes (1,2oC�A-24 STRAP :4 SW D 4.15 /337 to 3- 5'-8' 1936A
WALL ANCHOR D=TAIL � Ts-- (1,200/UPUF?) 14 S'N/Dr 2.65 2 9 to 3- 8'-0
s,�:t4j�tlaC2 II a'.II 255E II or III
SCALE:H.T.S. �1 12 S'N 6.00 ^ m to 3— 6,—Q 2a0C; If x IH 2400/ II or lu
aljt�� � o sw 5.00 a m to
F.-,,
is � ,k---VARIES(6'-0'TO+T-0l SIMPSON HS-:.4 . BOLiT R WE G)EXPANSION sa
BOLT CR'HEDGE ANCHOR Nora
40'-0'MAX•LENGTH �,1.3y floor is •a.• INTO SLAB 2 SPACING 1, Pcd spocng s end to can tsr of pad.
JJiM4� '� R,NFGRMATION 40T SHOWN SEE END E SKIDON'M7H DOOR ia', �.••,• (PEER TABLE 1) 2. Pods oUer thou end pods Inor rune srT to center.
2'-0'O.O.MAX JO15T SPACING ,approval D,111 END ELEVATION FOUR SKID MODELS • a 3. 'Else acme max. spocing
Type Pcd Dimenswrs Max. Loa- Malarial
�• SLALE:t!4'x 1'd an
blBnft5 rat SHED WI SKID ATTACHED ACHCRED TO CONCRETE 7 x a:Ir 1.re tl antra;.m«k ccaidy cemen s a.nd mx
x !of 6t3 DCL jS`. SCALE 1 117•t'4 II p x S•x 1 g• 3.5GC t crew hbck auldY cement a sand ma
4 s 1 RUN' toy k)'r-As Tioll UP 3/8' x 5' (40Cf 19'x tC 7.8501 ABS pleats pad•
�`.t tJ]y ANCH A F RATING)NEDG£ Ill 3��' of App ANCHOR TNTD cGNCRE E atta wam on n T..
r--� 4 CU T90E MO nS
rofl t etq uY aenu of>Ft 6 0• 8_6•, SIDE M +2—6'• ''/ WAS AT SPACING Based on 2,000 P$F abwah4 wd p esauro Sod pressure shag S.ven5.5 551014 pe rtmme:v;aa ar soda'ao repa2 w:
r` (PER CABLE 1) eN—.f mi Pre-au.'a'Tea-Nan 2,000 PSF.
so ate La's NOTCH GR COUNTER SINK Nctaa:
BOLT THRU 2 1 4 1. Hello. x s0id conere!e bbcka may ba stocked on pots for high seta op !o a8'max, with eu
O reinrorcing.. W
2x6 P.T.P. PIA TES FCR •_1/2' MI"
4 s2 n SHEDS OVER•i 6' IN LEN,,^TH - 2. Pads requtred on 12' &14 w.ee sheds on y. Q
`•� � � 2 14 BT TTCM 6 BA ',able 4e Anchor SDacing 01 Auger Type Anchors For Strg'e Nde Sheds O O
y I t NAILED TO 2 x 6 BASE }0 E e Au er Anchor or 30 CO Corot Anchor N
X 7N'PLY`N000 FLOORING • Mcz. nter.ar Spacm '
> p}� a p,y't.�a�d�pl3 y� . a1 Shed Siz LN' Uplift PL End Anchor' T t' N
777 i� silf'Y YJi1 :• tZ_T 7.00' 243 1'-0'to T-T N
4 a 1 RUNNER B a' •y
�� 2 a 4 BOTTOM PATE(TYPE ALL .�!� jy�� �] }��r •. 5.00' 174 1'-0":0 7+7 t0'-0'
Aft°G"°� 1r,-}; ^nx R RE�:0�'TD ANCr'ICRED TO CCNGn.EIE B'� '°° 17° '� O
WALL ELE`:AT10M I 'hJ rat A o al Table ab Rod' SDacing Of Auger Type Anchors For bauble Nde Shea, � �••, N
FORGED EYE BOLT OR t/2' 30 ve Aucar Anrha \^ •VC
�FLOGR FRAMING P11.N 1iREAGED Roo W/ Shea Siz Ln• Uplift Pt End Anchor•+ Mox. nter.a Spean •7 1 I Ik
WASHER&NUT
SCALE:1.4'•I'-0'
� 'SO.,.�CN (z,000 + CAP ACIT� _cad w;dU of uDltlt on n nrx. Z €p, --J U
2•-0' WINDOW I DOOR HEADER Ir a e .eRDp p,RC.,a `'�/ G Yr- 11G`s SEE ST _acatfon of end sugx or siaa arx S�•I ('�
(TYP.) SEE STRAP CETAIL .+Anchor spacing examp'e:30'auger ar 7iB'x 2-714"exPanebn SOI:e. i Q
2 x 4 HEADER SCALE:1W•1'4 Z
1/2' x2' BOLT W/(2) ly, ],•� C _
II I, (2,GC0 + SHEAR sping s based on 3 seco w nd ind gust °t 150 MFH per o3
—1ryyAt II SIMPSON H5.1 (0.200,+ Notes: ac CAP AC'iY) ASCE 7-98. Catagory'C',Impartcnce Factor 0,77, Enclose Bolding, \a 4 BENT
m N.LP.C. 0.18,
'L 2. All meet a—.ants listed above are ten.er to care ter of anchors.
�*s-- �1 3. The minimum number of auger°nth ors's(4) (+)�each corner of � � C Z
< 1 a 1 3RICGING TYPE I OR S CONCRETE PAD ? > shad for sheds ass in',erg Lhan Ue maximum.. a
i 2 x 4 SILL WI 9LOCK:NG AS REQUIRED 4. 1t.e minimum edge distance for expansion Salts's 8 dome
on 5' 0. t•;
� for 3j B' expansion boils. Q n
2 x 4 BOTTOM PLA T E 1 r7 a C FC RGED EYE BOLT
i ?n T x 7'FREES PATES 90TH 5. Anchors shall 5e on side wails except when shed'.s pi aced next !o INl �B I
which one!•.ors c..n be aced on end watts as close '.o
existing building, N p' V y•, "
SIDES ALL lcIN75 SHED WI SKID ATTACHED slog
cs poss�bte f�'• -
;, ^ _ SEE DETAILS FOR SCALE 1 117•1'? 0� 0 / � �`� ��•r r/G'�fN7/ ` �� n e
D*—Tc— - CONNECTION (� •�'L/ tr 4
J C(MIN) 2 x 4 CONSTRUCTION W 3 1
ea xax SHED DESIGN LOAD RE UIRE: EN
r x r GALV.WASHER for the 2004 SulldIr Cod ` ,�
SIDE ELEVATION WITH DOORS A WINDOWS I ~ G
SCALE:1f1••1'{T Basio'Ind Pressure di y
71•0.0026e(Kz1(!<t)iKd)M"2 p•r ASCE 799 a dr
ALIWNU-DOOR SKIN ON !r1=O.BS Exposure C;Ktt•1.0
21--0'+ BACK &BACK Kd•0-S5;I•0.771 V•150 MPH
a
Qs 3204 PSF
] FORCED EYE BOLT 04 1/0
1. 71x055 27.4PSF
4'oR!DGING I by n'(y hot h e wed It 7008 81 0850 M aY N h Id 9 a d
-- THREADED R00 LLULLLU
I 1?COt:PUNG na e m reds Prcducl APp al a C d"7 F''rtla 3 Id q C mm a. R le(C4 Ptwerula 1' d.
2 a 4 BENT(-"P.) DCGR CONSTRUCTION SB r ryz s a g r.Rat a nt L,oa d A d'I srr D w ;
a p 7 ad•20 PSF Roar a d 8 Id 0 Cade xx a HURRIC0 MPH d
a d mp 1 lh the 2001 a 2004 cbcad 3o b 0 ExPolUre red
L I 1?x1117 BO1i'NI;2) yb Kwrdp a t27.IPSF,� 0.77
1 a/NI40 BRACE TYP.)AT ,� (GPTICNA ^ j WASHERS;2,COCS SHE• AR V p 0 0 9,R or Lh-• D d oad•'+PSF Faar,v1 Laad• tl a jy G
3 FOUR C RNERS+T-0'NICE �M '\ CAFACIT'� PSF'! Coad L d 5 PSF,
• _.. .. __-.. .. OR GREATER y
"�
x = 17 a C FORGED EYE BOLT Maio Hind Force ReafeUnq Systems
to 2 a 4 BOTTOM PLAT£ _ + L Roof Han
0' ANE ANCHOR, SEE DETAILS FOR 3 =111111!I
31 Ze
co NNECTron z N o7RAP DETAAAA31 ComPing CeHoctlVe)Preeauree(PSF)SCALE:We 1'-7 on — 'Knd Area +,/ tz50 31 34SEE SIDE ELEVATION MTH DOORS a'NINDOW$FCR INFCRMAT!ON NOT SHOWN L 27 ZOI I •eas 33 7�'Kna Area LE1{ 1{yO '1eW eoD m 4z :30 rag AY7 95 204 A7 50 28 2S I � Y --y.ecr�
WIRING DIAGRAM
(OPTIC NAL ELECTRIC) —
SCALE:N.T.S.. Cpl FYI AUCFR AMCNCR Lawrence E.Sennett. . . i!''66a4
ALL'AIRING SHALL BE MC 24,11.540.4 SINGLE HELIX AUGER ANCHOR
;2)WIPE WIG ALL METAL BOXES SEE TABLE 4 pCR SPACING
Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds r
SET U?AND INSTALLATION OF SI"1GLE 1P1IDE SHED GENERAL NOTES &SPECIFICATIONS FOR AUGER ANCHORS 30"Eye Auger Anchor or 30"CO one Anchor
1. 3uiid ng anchors shall'a'mobile home'type#30 single helix eye auger anchors manufactured by Style Crest of Freemont OH. Shed Size LW' Uplift PLF End Anchor Max.Interior Spacing
7.00' 243 1-0'to 3'-0' T-1"
1, BUILDING IS PL'CED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C.TO ALLOW FOR Maximum allowable uplift 2,0004 or equivalent 1'-0'to 3'-0' T-4"
2. Anchoring system to ground per local building code(by deafer).Locate anchors per Table 4 through the bottom plate. 12'-0' 6.00' 208 (n Z O
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. 3. Anchors shall be pieced through the bottom pieta and floor system. 10'-0' 5.00' 174 1'-0'to T-0' 10'-0"
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE12'-6' al N N N
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS B'-0' 4.00' 133 1'-0'to ' ' > 1-.
BROUGHT UP TO LEVEL AND B!OCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UP Table I Shed Ancoring to Concrete$(ab Table? R!r.ner Spacing Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds W m J
TO LEVEL,BLOCKED,AND THEN SHIMMED. 30"Eye Auger Anchor • 'o N N
3. AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT Shed Width #Uplift/Side of Shed Anchor Spacing 1 Side Shed W dth X1 X2 X3
S.AFI G. 14-0• 2g0#I tip 4'-3' 14'-0' 1'•10 1/2' 3'6 1!2' 6.11' Shed Siza LW' Uplift PLF End Anchor`Max.Interior Spacing > b a 0
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED 1r 0• 240#/lF
5'- 12 0' '.6 1.r/ 6-11' 10.00' 400 1'-0'to 3'-0' 5-0"
THROUGH THE 2 x 4 BOTTOM PLATE W TH 1/2'AUGER BITAND THE EYEBOLT IS FASTENED 10 0' 20C#/LF 6'-0' 100' 1'61/2' 6-11' — Load width of uplift on runner. O M r' <
INTO PLACE. THE HOLE IS DUG FOR 30"EARTH ANCHOR AND SACK FILLED. THE EYEBOLT 8•-0, 60#/LF T 6' B'-0' 3' 6•6' — " Location of end auger or slab anchor. M a N
AND AUGER ANCHOR ARE FASTENED WITH 112"x 2'BOLT. ^' Anchor spacing example:30'auger or 3i 8'z 2-3 4' xpansion bolts. v p S u'
Values from and of joist to centers of(2)4 X 4 skids only. 14'-0'wide sheds have(4)sets of skids. III
5..IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB,THE BUILDING IS SET E SlA3 SHIMMED Notes: csure W
UP TO LEVEL A 3/8'HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2'OFF RIM1.
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN'L'BRACKET OR Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds For other wind zlones multiply interora second horspacingtby the multip 150 MPH,PGers below.
perASCE7 0 . D
SIMPSON STRAP IS PLACED OVER THE 3/8'WEDGE ANCHOR,A 1/2'x 2'BOLT IS THEN Maximum Load &Pad Type
FASTENED THROUGH THE EYEBOLT AND'U BRACKET. Wind Zone Multiplier
6. IF NO FLOOR UNIT BUILDING IS USED,ANCHOR WITH 3/8'x 5'WEDGE ANCHOR CENTERED Shed Description Pad End Pad Side Runner Interior Side Runner 100 225
BETS EEN EVERY WALL STUD. Pad Type Pad Pad Type 110 1,88
Size Type LW•PLF End Pad Max Spacing
14' SW I DW 4.151 332 0 to 3'-0" 5"-8" 1936# II or IIf 1879# 11 or 111 120 1.56
130 1.37
SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1Z,,,; S SIy W 6.00'1460 0 to 3'-0" a or III zs58# 11 or III 140 1.16
2400# II or III 2400# II or Ill 150 100
LU
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRSISECTION OF THE DOUBLE 10' SW 5.00'!400 0 to 3'-0" 6'-0" 2029# 11 or III 2133# II or III
SW 4.00'1 320 0 to 3'•0" 6'-8" 2. All measurements listed above are center to center of anchors. _
WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP. 8' 3.The minimum number of auger anchors is(4).(1)@ each corner of shed for sheds less in
2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE Notes: length than the maximum: W W
BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. 1. Pad spacing is end to center of pad. 4. The minimum edge distance for expansion bolts is 8 diameters or 5'for 318"expansion Q
3. THE NEXT SECTION OF THE SHED IS BACKED INTO CONNECTED AND.UNLOADED PARALLEL 2. Pads other than end pads spacing is center to center. bolts.
WITH THE FIRST SECTION,THE TWO SECTIONS ARE AT THE LOWER CORNER 3. Use same max.spacing for interior runner. 5. Anchors shall be on side walls except when shed is placed next to existing building,in which
WITH(1)1/2'x 4-1/2'BOLT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT anchors can be placed on end walls as close to sides as possibe.
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED.THE REST OF THE BLOCKING IS THEN Type Pad Dimensions Max.Load" Material Z J
COMPLETED.THIS PROCEDURE IS REPEATED,FOR MULTIPLE SECTION SHEDS,UNTIL ALL 2'x 8'x 16" 1,7784 concrete block quality cement S.sand mix
O m
SECTIONS ARE IN PLACE. II 4'*5'x 16' 3,500# concrete block quality cement&sand mix (1)3/6'x 5"(400#UPLIFT
S. GROUND ANCHORS ARE THEN ADDED.(SEE NOTE 5 FOR SINGLE WIDE INSTALLATION) !I 16''x16' 3,500# ABS plastic pads RATING)WEDGE ANCHOR Q 0
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT • Load width on runner. INTO CONCRETE SLAB AT J
BRACING IS REMOVED. SPACING
Based on 2,000 PSF allowable soil pressure.Soil pressure shall be verified by field pentrometer test or soils lab repot Check with 1 2'MIN (PER TABLE 1)
engineer if soil pressure is less than 2,000 PSF. NOTCH OR COUNTER SINK
Notes: BOLT THRU 2 x 4 z O
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48'max with out reinforcing.. Z
2. Pads required on 12'&14'wide sheds only. _________ 2 x 4 BOTTOM PLATE NAILED (q
TO2x6BASE
2'x 2'SQUARE WASHERS
SIMPSON HS-24 3/8'x 8'FORGED EYEBOLT
3/8"x 2 BOLT WITH(2) 2'x 2"GALV.WASHER
WASHERS&NUT
SHED WITH FLOOR REMOVED
SIMPSON A-24 STRAP(1,200# ANCHORED TO CONCRETE
I-.UPLIFT)
• //�" (1)3/8'x 3'(1,200#UPLIFT 1!2"THREADED ROD
SHED DESIGN LOAD REQUIREMENTS
RATING)EXPANSION BOLT OR
a• WEDGE ANCHOR INTO SLAB
1/2'COUPLING for the 2004 Florida Building Code V
` @ SPACING(PER TABLE 1) 1!2' x 1.1/2'BOLT W1(2) with 2006 Supplefneras o
WASHERS(2,000#+SHE R Basic Wind Pressure
CAPACITY) � ZO � ui
qz=0.00256(Kz)(Kzt)(Kd)(V)^2 per ASCE 7-02 w
o----- 1/2'x 4'FORGED EYE BOLT Kz=1.03 Exposure D;Kzt=1.0 4 Q
q 30'HURRICANE ANCHOR Kd=0.65;I=0.77;V=150 MPH m O
E ti
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE qz=38.83 PSF T w � w �
SCALE: 1'=1'-O' ST
SCALE: � W=qz x 0.85=33.01 PSF 0
N.T.S.
I I hereby certify that I have reviewed these plans along with all the building materials and I 1 components used in the manufacturing The 11 i
of the sheds. e materials and components either N ' u-
have Florida Product Approval as required by Florida Building Commission Rule Chapter U Lu in
93-72)or were analyzed-using the Allowable Stress Design.All materials and components x0
comply with the 2004 Florida Building Code wl 2006 Supplements for a 150 MPH wind velocity, L.. m
SIMPSON HS-24 1/2'THREADED ROD WI 2"x 2' basic wind pressure of 27.24 PSF,I=0.77,Enclosed Building,Exposure'0',and N.I.P.C.= w 9'
WASHER S.NUT(2,000+ 0.18.,Roof L ve Load=20 PSF,Design Pressures:Roof Live Load=20 PSF,Roof Dead Load ) a
CAPACITY)#UPLIFT =5 PSF,Floor Live Load=75 PSF,Floor Dead Load=5 PSF. .J
Main Wind Force Resisting Systems
1/2'x 2'BOLT W/(2)WASHERS
&NUT(2,000+SHEAR Roof \Nall
CAPACITY) (+) I (•) (+) I (-)
N/Al 40 I 31 2fi 1
o GRADE
Components&Cladding Design(Effective)Pressures(PSF)
SEE BUILDING ANCHOR Zone Wind Area (+) (-) Zone Wind Area (+) (')
> DETAIL 10 22 3 4 10 39 43
1 20 21 33 4 20 37 41
TYPE I OR I1 CONCRETE PAD 50 17 32 50 34 38
N/BLOCKING AS REQUIRED �/ S�
Zone Wind Ares (+) (-) Zone Wind Area (+) ()
1/2'x 4'FORGED EYE BOLT 10 22 73 10 39 7 54 SHEET
2&3 20 21 67 5 20 37 51
SHED WITH SiC1D ATTACHED 50 17 I s7 50 %
SCALE: 1'=r-C' SfNGLE HE' IX E AUGER ANCHOR
CORAL EYE AUGER ANCHOR SCALE: N.TS.
SCALE: N.T.S.
3T�J II
r=_vis=_d on 10/23/2008 data
Or