1620 Jordan St 1 x 4 BRIDGING ,
ALUMINUM ROOF (2)-2 X 4 SPRUCE HEADER b
naxOsws.�
• Zx48ENT(ttpJ (2)-2'X8•82 PINE EACH SIDE SET UP AND INSTALLATION OF SINGLE WIDE SHED oen7sr2oo2
I - 1 x{BRIDGING ALUMINUM EAVE : NON LOAD SEARING WHEN L 2 z 4 BENT 11N5(Jar2
i -V 1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C.TO ALLOW FOR 9/10/2003
GARAGE DOOR INSTALLED
I I MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE.PROPERTY LINE ETC.
n - r t2 �i x 4 BRID4ING'Q SENT(ivPJ 20 GA. S':5"GALV. 2/14/2004
NAILED PLATES(2)PER 2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE 10/19/21)
{{ VARIESt--/ 20 GAUGE r S'GALV.PRESS CONNECTION FOR HEADER BUILDING I6 SLOCKEO ON HIGH SPOT ANO LEVELED.THE OTHER ENO OF TME BUILDING IS 04
-
_ • s
PATES Q)PER CONNECTION SIMPSON 1-25 PLATE W/ USE BO COMMON
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING I6 BROUGHT UP 11/05/2004
TYFICA (8) 'Cd z 1-1/2"NAILS �� TO LEVEL,BLOCKED.AND THEN SHIMMED. 12/28/2004
L SLCPE AT)(NEE iHRU.VT -.:, ' 7.AFTER THE BUILDING IS LEVEL.MORE BLOCKS ARE ADDED i0 ACHIEVE THE CORRECT 03/19/2105
��f2J01M OF BEM :"TO W/(5) I •I� I (2) 2x4 W/t/2'PLYWOOD
ZH2 x 6 SiU0 AO:E:'.YI,EY < r- I I L_ 'I 'Dal x NAIL'd EACH SPACER OR 4x4�2 PIN SPACING.
,1�--1 x 4 B0.10GING 6 SENT(IYP.) I 4.ANCHOR PUCEMEN7IS TOESTABLISHED BY WIDTH OF BUILDING,HOLES ARE DRILLED �{I j"�
i END THROUGH THE 2 x 4 BOTTOM PLATE WITH 1?AUGER 817 AND THE EYEBOLT IS FASTENED \•III I�,j3
I
GARAGE:CCR•VS d.., I <I I ji I SIMP$CN HS-2n W/5&5 INTO PUCE.THE HOLE IS OUG FOR]0'EARTH ANCHOR AND BACK FILLED.THE EYEBOLT
• VAX."C-.11 5'a'S'3P S �: ,I I 'ILLI 16d NAILS 0 2x4 FRAME AND AUGER ANCHOR ARE FASTENED WITH I?x28017.
E\�V.NCE xC49'.NL�•' 'r-- �`-2 X s BEM FRAMES 5.IF UNIT IS TO BE ATTACHED i 0 CONCRETE E SUB.THE BUILDING I6 SET ON SUB SHIMMED f T
-.i^-A3aGc CCCi5 3 - I COHHEC D.C. I IGd CCMMON r� l /S
:CORS - -I I ®1'a• C. UP TO LEVEL.A 318'HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE i-t?OFF RIM ij}J �vr`L
t VARIES TYPE I �r71ON THR 1 HEADER JOIST.THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN V BRACKET OR
I ..-a- SIMPSON STRAP IS PULED OVER THE 3/8'WEDGE ANCHOR,A I?x Z'BOLT IS HEN DOCUMENT P a•111x:: =.•.R �\ b/ V f,7�
j SEE DETAIL BELOW i C:SC-C R_N-R•W 2 x t BOTTOM PLATE SCALE:1 1?.I-0• SIM SON
THROUGH THE EYEBOLT AND L'BRACKET.
{ - WINDOW OPENING -- I I a'V�SCY'S2a ! SE=ATTACHMENT CE iA1L9 x d 6.IF NO FLOOR UNIT BUILDING IS USED,ANCHOR WITH 1/8'x 5'WEDGE ANCHOR CENTERED
Xt 2 '_ENT BETWEEN EVERY WALL STUD.
w z x+<
�----
'ARIES;S'a•TO;lay-r 20 GA. 3"x 5" GALV.
�` NAILED PLATES(2)PER 1
-cR IcRMAT•cNNoi SHOWN END ELEVATION I \ cONNEC�ON FOR HEADER GENERAL NOTES 8 SPECIFICATIONS FOR AUGER ANCHORS
2)2:eBEAMtnP.) / .CN`MTHCCCR c• USE ea COMMON
d'ALUMINUM SIDING SCALE'lie.;ep• SUPSON _P35=LATE W I•--� 4X4 +2 PINE. 2x4 NAILED
1.9uibu,e anenan hall ba'mpbAa nom='IYPa a]0 amgla Mb eye au
TWO„KID MODELS
/ ger-none m.nufadbred by Style Clear Of Fre.m L ON.
(a) !Cd x 1- TD BOTTOM W 16. Maximum allowable uplift 2,0008 or eq,wkint
I/2'NAILS /(2)d 2.Anu,anng eyebm m Oreand per local b�m� ode Iby dealer)Local.ancha¢
f 2 x 4 BOTTOM PLATE � tHRU V y-FADER'N/(,-) -^ II-� •'I`COMMON NAILS'�16" O.C. 9 e per Table 4lhrougn the bpnpm Olals.
�mplw 13 2 s 4 HEALER :Cd z 3"VAII 7 EACH ].Anenpn anal be pbead mnugh In.boapm plat.and Aopr syebm.
Tims&ply r•�� INTERMEDIATE FRAMES OR Toole t Shed Ancorina to Concrete SIOD Table 2 Runner Spacing
3/4•PLYWOOD FLOOR �s�]� _,+AR:EC C 5 1 x 4 BRIDGING END St PSCN HS-24 STRAP
HURRICANE ANCHORS Bali Mia:fxzsr�B�• _ �2 x 4 BENT(fYP) I 1 ��INTERMHEADERS AT d&a 16tl
i (TYP.)USE SIMPSON
> Ti TYP SLOPE AT KNEE JOINT OF �� NAILS O 2x4 FRAME Shea •Piet Uplift /Siee of - dnchar S...inc /Si a Shea'Mat X1 X2 X3
j LSTA-18 W/F14- 160 �CC 211d 1dOP��tl�� < I I I 112 BENT 14•-0•
I NAILS \ ISOMETRIC OF SHED <
240 4/LF 4'•3' t4'-0' 1'•10 1? ]'<t?
cte to the(o$ewi2tglCrtterte �_�®® TION THR I HEADER r-0 240dILF s4r 2-0 2a,? sell
2 x e SIOEMIL I ��'--•x 4 BRIDGING TYP II tad• 200./LF 8•.11•
SCALE:N.T.S. 9'-0' 18011 LF
f-2 x 4 S LA0 TYP SCALE:1 1?=1'a'
'f `pDJfff1aY7070 T -- _- 314•"YW000 FLOOR OVER Values from end of put to centers df(2)4 x 4 Sluds pnry, I4'-0'wWe=nada nave(4)sato of scos.
j Q[ an ._
WALL ANCHOR DETAIL ��/� meqq,�,,,,,.�..,� / :-:-:A
xep-P _
j foO�-Ifl •- x c COTe -1 S oats,^y Pce pati.^c `cr Runner Blocking For Adder S 1 2' SQUARE WASH-Rc uOCOr2 F ,c, S^ec_
/--SEER-ACHMENTCETAILS t 2 - 5 e
SCALE:N.T.S. r' /a7 c _'_ _`eRG01_ I -3/8`a Bou W/(2) Mcx:mum?Load &e?�a 'we Gl `Write
v�oet 1 pp ( ea Desc-:ata
SIMP�'4 A-2n STRAP ='Ee Twe Lw• - - Ena apo•Mcx Sodc'n Pact Type PaC SPag yJe
Fire Rdhlfj OfL3"t•
L. a 'WR$PER$&NUT A-24 c End Pac Sice Runne Interior, _d,Rinne
4a-0•MAX.LENGTH Pin,, 51A.10/OL xt (1,200 •4 sw 2.-s' .-z 5;;o s- �•-„• -5, , ,
+-z• / 3; 3'- 5'-3 '9..6d .t or!:I 18790 II or"I
i 2'4Y O.C.MAX JOIST SPACING
'RIES,e'a'iC 17x7-.1 S a vPUF-) .n S x 640! t
4�uOm.F(OD/ ' 12 SW 5.u0' :p 1' 25580 n a,u 25587 a
SIMPSON MS-24 I 1 ' (1)3/8'x 3'(1.201# 'C' $W S.co'-/a m :0 3- ` j-� c"A00/ .I or'll 2nOCi
�Proved/Dr2tt /�'l/(iiCR 1xCRW-CN\CT SaC'MV SEE END ELVATICH wires COCK UPLIFT.RATING) EXPANSION d' $W
_ __ _ 4 CC' /3 m :o i 5'-=" 20A97
5� c\___/A"CN=CUR SKID MODEL S ' 4 I BOLT OR WEDGE ANCHOR
1 I I iC I TOYS"{,tlO,f t�313�OCil tS7L31[+�Ot7^6[ SUL:l4•=1'a' �'•..•;.�.. ,•�. .. d.. �,.. S.N TO SLAB 0/SPACING I. P
I' § 4%4RUN (PER TABLE 1) I. Pap.Pacing,s en;o tenter of Paa.
PC=s other than and coos s ac:n
p Dad'center to
center.
j�7.,7R Use some mox. .patio 'or iilerior Runner
I ! Q ur Auth4D7riis O[Ap�K�`'�{ - SHED W!SKID ATTACHED ACHORED TO CONCRETE - 9
From the tsiTtmertLS J{+PF L2t3Gk - --- -v- 4-o SCALE 11?eT-0' Twe Pa.Cimens:ons u1. 80 Cp-.1.blo
E MO=S:
l T x 8'Y f 8' 1,774/ rile block ewlty nmeM b Band mw
I ,•'-t= (1) 3/8'x 5' (4007 n
Y B'i 18' 7,500. .onenb blest aualA cemoM b f=ret m¢
St�CC I rias UPLIFT RATING) WEDGE n1 418 zte 79508 ABS p¢k.p o
ro x I ANCHOR'
2x6 P.T.P. PLATES FCR NTO CONCRE' •Load wan r
W 1 T' SLAB AT IPACINwidthwidthtome
G
'•5...d on 2.000 PSF aYow.ou add p¢.....Sod pressure Inas W venMm
d by told panuuebr,bel or sob lea sport.Check wOn
SHEDS OVER i6''N LE\C= engineer sled pnuun u len than 2.000 PSF
1 . a X
(PER -ABLE I)
I I NOTC...OR COUNTER SINK Nobe:
> -• -1/2,VI•• I BOLT -RU 2 x 4 Hallo,•or silid concrete clocks•Roy be stOCKed on pads for high sets
1 3/4-PLYWOOD FLOORING ��/ reinrorcmg 9 up to 48'max. with out
I • ed rode 1 2. Paas a wed on 12'&14'-ice snaps only.
411 RUNNER products
�t3s8 r qu
l e/�IR •i 2 x A BOTTOM PLATE I.I
X
AROUND) ED—(tYP ALL I Ct3lY�r�ie3�'iM� �n - :YAILED '0 2 x fi BASE fable 4d Anchor Spacing Of Auger Type Ancnor5 For Single Ntle Sheds W
VviL7x
30 :re Auger Arc-or or 30 Coral Anchor O Q
Shea Sit '_W Laid: p �p Ancnor Max.!n lariat SaaCnp N
2 x e BENT(TVP.)(SEE SIDE R t4•-0- I.ar 247 1 t•-p-to 3'a 7•-I-
WALL ELEVATION) i•���� f
I 24r sear Zoe ra r.]-0•
I - FLOOR FRAMING PLAN y N
SCALE:tl4'=1'-0' e'-0' 4.ar 879 I'a'b7'-0' t7s
f 2_D• duct�• 3rQVci SCALE: I-1/2" = I'-C' 10'-0' S.ar x74 f'-0'le 7'Q' lea' O O
( ) FORGED EYE BOLT OR '/2" pacing Of Auger Type Anchors For Double Wide Sheds CJ
WINDOW/DOOR HEADER 1 fable 4a Anchor S Q
_ "S _F �� L-• / Shea Siz LW UDtllt 21 30 :ve Auger Anrnor �` v I^
J 2x 4HEADER THREADED ROD W 1r/
p, WIDsh ARCH W/a O� HAN _
2'X 2''WASHER &NUT _.•,a Ancnor-• Vax, nter:or Spec:n •••
g ' UPLIFT+CAPACITY) 2aa' t0.ar Opp 1•-0-te 3•a' S'.g- q
fir--• SEE STRAP DETAIL =Lodlwn of end auger'"�^,[,y�WO.nWr. O = L Q
l * 2z48EMT(IYp.) I
UPLIFT LLade ..eg u.mpla augeror 7l8':2.7M'exP.nenn bob. z Y O J/Ik _
_ WASHERS&NUT Be
70- V
m ail 1 x 4 BRIDGING _ I (2.000 2•SHEAR BOLT W/(2) Nara: ~
_ 3 2 x 4 SILL - _ 1 SIMPSON HS•24 CAPACITY) 1. Anchor spacing is based on 3 second wind gust at 150 MPH per
L b} �/ L11
rGRADE ASCE 7-98-Catdgary"C-,Importance Factor 0.77•Enclose Building,
x N.I.P.C.:0.18.
1s 4 BOTTOM PLATETYPEIORIICONCRETE PAO '`Z j 2. All measurements listed above ore cents to center of anchors.
W/BLD{KINGAS REQUIRED 3. The minimum number of auger ancnors is(4).(1)O sato corner ofSEE DETAILS FORSYS PRESSPUTES BOTH shed fa sheds less in len th than the maximum,ECTION 1 I SIDES ALL JOINTS Ui x4'FORGEO EYE BOLT cr The minimum edge distance fa nrpdnsim bolts is 8 diamear ters 5" tZ -
(N 3/8'expansion bolts. 'a w
SuT IMA%,) SHED W/SKID ATTACHED 5. Ancnors shall be On aide walls except wnen soca is placed nazi to existing
SCALE I irr-V-0' xrsting budding, in which ancnors can be Places m and walls as close to
SIDE ELEVATION WITH DOORS 8 WINDOWS -^- siaea as Paso bla =z ^
1 SCALE:1M a 1•-0'
2:4 CONS-LICnON -
� I I ,Q�dsEo,k+G Rows(s✓fzl�-a¢-�✓0�� �+ B,;I;� �
Onoa
2•x TGALV.WASHER SHED DESIGN LOAD RE UIRE E'Q _s C n b I'll
ALUMINUM DOCR SKIN ON for tits 2004 Bull In CO / O W t
ai I SACK&BACK 3 IL
1 x 4 BRIDGING ,a.I L
Basic Wind longitudinal,
Rx a 0.058(KZXXVXK
02XVN2 per ASCE 7.98
2s44EM(i1•P.)
_ K. 0.8 Expa.n C:Ka a 1.0
J Kda0. I.0.77;V-ISOMPH
S FORGED EYE BOLT CR :/2' ax=3204 PSF
I - THREADED RDD W'Rx XO.e3=27.24 PSF
1 x 4 WINO BRACE(TVP.)ID CCR CCWSTRL'CTION g I h.nby sandy mal I haw nwewed IM.e Plato along watt as tet building matenal.and
t = FOUR CORNERS 12'0'WIDE `r ICPT7CNAL1 I 1?COUPLING eameoMM u.es in m.manurnw.up etm.mad=e TM mabnab anal GomponeMa eM.r 11!
g nave ploroa Pro,uet Aaanval a rpurvd by FIMda Building Cammnaan Rues(Chapt.r C. 'p
I i I OR GREATER - �•�
3
2 x 4 BOTTOM PUTS \i j I;I 1?Y t t?BOLT W/(2) 98.72)ar w.n a xulated u.eg Me Rat-al Method end Allowable St-beepn As mat-I.
1 m WASHERS(2.0000•SHEAR ane eempen.¢.eompq wah m.2001 6 2004 FbMa Budding Case 50F-intMdixPC rine z
*-� _ _ CAPACITY) N,1'P G a 0.4.,Rod Live Load-20 PSF.Raaf D..s Load=;PSF.Fber'Jva Load='3 0 b c
?I anaxon of 27.24 PSF I e 0.77•En.bcad Budd
I H wris
+ I
PSF.Floor Dead Load a 5 PSF.
SEE DETAILS FOR I?X 4'FORGED EYE BOLT
CONNECTION �T+ Main'Mnd Fere Resisting Sj�telna U 9!
70'HURRICANE ANCHOR /C
Uji
SEE SIDE ELEVATION WITH DOORS a WINDOWS FOR INFORMATION NOT SHOWN =V '� 1 I soar Wau C _
I
SIDE ELEVATION
SCALE:111'e i'a' �J � 1 �
STRAP DETAIL NIA w ]I 2e 3. a
j ^ SCALE:114•a 1•-0• Cgmparents&Claddingtl a
Zone Nin, -r Def_ (EHaetM)Prawree(PSF)
Nin,Area n101 10 1 3129 34
2me Willa AreC /
' - 1 20 17 27 4 2fl M 32
50
I,... '+t9RING:^.IAGRAM Zone �aina Area l-r I- a wineAr I-
fa to Bo on Ip 7r 42
2 Y1 O�
I ,CPP.C.vµELECTRIC? 07 20 17 55 5 20 >Q 43 +
(
' RaaA4
{ 0 14 47 50 2B 35 awaaT
SHALL BeBE VC CABLE•4 G.A.GI ./
%•AE'.VIG AL.M-e-AL BOWES SINGLE HELIX AUGER ANCHOR n Lawrence_Sennett.?.? 78664•
DORAL EYE AUGER ANCHOR / d
=TARL 4 FOR SPACING lr/ - , I - I
i
I y
SET UP AND INSTALLATION OF SINGLE WIDE SHED Table4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds
GENERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS 30"Eye Auger Anchor or 30"CD Coral Anchor U
1. Buildinganchors shall be"mobile home"type#30 single helix eye auger anchors manufactured b Style Crest of Freemont,OH.
I 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C.TO ALLOW FOR YP g y Shed Size LW Uplift PLF End Anchor'" Max.Interior Spacing'"' Z
Maximum allowable uplift 2,000#or equivalent. 14'-0" 7.00' 243 V-0"to Y-0" T-1"
f MOVEME VT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. 2. Anchoring system to ground per local building code(by dealer).Locate anchors per Table 4 through the bottom plate. E
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE 3. Anchors shall be placed through the bottom plate and floor system. 12'-0" 6.00' 208 1'-0"to 3'-0" 8'-4"
BUILDING IS BLOCKED BROUGHT UP TO LEVELOAND BLOCKOED THEN THE CENTER OF THET AND LEVELED. THE OTHER EBUILDING S BROUGHT UP 10'-0"OF THE BUILDING IS 5.00' 174 V-0"to 3'-0" 10'-0" m Co In
8'-0" 4.00' 139 1'-0'[0 3'-0" 12'-6" > n rn N -
TO LEVEL,BLOCKED,AND THEN SHIMMED. Table 1 Shed Ancoring to Concrete Slab Table 2 Runner Spacing W ¢ co � ami
Table 4b Anchor Spacing Of Auger Type Anchors For Double Wide Sheds m N
3. AFTER THE BUILDING IS LEVEL,MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT Shed Width #Uplift/Side of Shed Anchor Spacing/Side Shed Width X1 X2 X3 I m LL N L
I p p g 30"Eye Auger Anchor Co L
SPACING. 14'-0" 280#/LF 4'-3" 14'-0" V-10 1!2" 3'-6 1/2" 6'-11" Shed Size LW" Uplift PLF ., m End Anchor" Max.Interior Spacing"'" 0 O
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH OF BUILDING. HOLES ARE DRILLED
12'-0" 240#/LF 5'-0" 12'-0" 2'-6 1/2" 6'-11" 20'-0" 10.00' 400 V-0"to Y-0" 5'-0" U Co
{ THROUGH THE 2 x 4 BOTTOM PLATE WITH 1/2"AUGER BIT AND THE EYEBOLT IS FASTENED - Uj m ro N
j INTO PLACE. THE HOLE IS DUG FOR 30"EARTH ANCHOR AND BACK FILLED. THE EYEBOLT 10'-0" 200#!LF 6'-0" 10'-0" 1'-6 1/2" 6'-11" - Load width of uplift on runner. O M rn 0 „ j
AND AUC ER ANCHOR ARE FASTENED WITH 1/2"x 2"BOLT. 8'-0" 160#/LF T-6" 8'-0" 9" 6'-6" - •' Location of end auger or slab anchor. M a m v1
5. IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB,THE BUILDING IS SET ON SLAB SHIMMED Values from end of joist to centers of(2)4 X 4 skids only. 14'-0"wide sheds have(4)sets of skids. "" Anchor spacing example:30"auger or 3/8"x 2-3/4"expansion bolts. fy N 0 a) b•
{ UP TO LEVEL. A 3/8"HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1-1/2"OFF RIM t L•
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN'L'BRACKET OR Notes: W F 33
I SIMPSON STRAP IS PLACED OVER THE 318"WEDGE ANCHOR,A 1/2"x 2"BOLT IS THEN Table 3 Support Footing Pad Spacing for Runner Blocking For Single Or Double Wide Sheds 1. Anchor spacing is based y i 3 second wind gust at 150 MPH,exposure"C"per ASCE 7-98.
FASTENED THROUGH THE EYEBOLT ANO'L'BRACKET.
For other wind zones multiply interior anchor spacing by the multipliers below.
6. IF FLOOR
EVERY WAUNITLL STUD G IS USED,ANCHOR WITH 3/8"x 5"WEDGE ANCHOR CENTERED Maximum Load 8 Pad Type
End Pad Side Runner Interior Side Runner Wind Zone Multiplier
Shed Description Pad
Size Type LW-PLF End Pad Max.Spacing Pad Type Pad Pad Type 100 2.25
110 1.88
14' SW/DW 4.15'/332 0 to 3'4" 5'-8" 1936# II or III 1879# 11 or 111 120 1.56
SET UP AND INSTALLATION OF DOUBLE WIDE SHED 14' SW/DW 2.66'1205 0 to 3'-0" 111 1435# 1 1640# I 130 1.37
12' SW 6.00'/480 0 to X-O" 5'4" 2558# 11 or 111 2558# 11 or III 140 1.16
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE 10' SW 5.00'/400 0 to TA" 8'-0" 2400# II or III 2400# it or III 150 1.00
WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP. 8' SW 4.00'/320 0 to 3'-0" 6'-8" 2029# If or 111 2133# II or III 2. All measurements listed above are center to center of anchors. W
2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL:ONCE THE
BUILDING IS LEVEL,BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING. Notes: 3.The minimum number of auger anchors is(4).(1)Q each corner of shed for sheds less in
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL 1. Pad spacing is end to center of pad. length than the maximum. In
WITH THE FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER 2. Pads other than end pads spacing is center to center. 4. The minimum edge distance for expansion bolts is 8 diameters or 5"for 318"expansion W W
3. Use same max.spacing for interior runner. bolts.
WITH(1)1/2"x 4-112"BOLT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT >
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED.THE REST OF THE BLOCKING IS THEN 5. Anchors shall on side walls except when shed is placed next to existing building,in which 0 LU
COMPLETED.THIS PROCEDURE IS REPEATED,FOR MULTIPLE SECTION SHEDS,UNTIL ALL Type Pad Dimensions Max.Load" Material anchors can be placed on end walls as close to sides as possible. W
SECTIONS ARE IN PLACE. 1 2"x 8"x 16" 1,778# concrete block quality cement&sand mix Z m
4. GROUND ANCHORS ARE THEN ADDED.(SEE NOTE 5 FOR SINGLE WIDE INSTALLATION) II 4"x 8"x 16" 3,500# concrete block quality cement&sand mix P
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT III 16"x 16" 3,950# ABS plastic pads (1)318"x 5"(400#UPLIFT 0
j BRACING'IS REMOVED. Load width on runner.
RATING)WEDGE ANCHOR g 0
•• Based on 2,000 PSF allowable soil pressure.Soil pressure shall be verified by field pentrometer test or soils lab report. Check withINTO CONCRETE SLAB AT J C45
engineer if soil pressure is less than 2,000 PSF. SPACING F¢- W
Notes: 1-1/2"MIN. (PER TABLE 1) J
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48"max.with out reinforcing.. NOTCH OR COUNTER SINK Z_ Z
2. Pads required on 12'&14'wide sheds only.
2"x 2"SQUARE WASHERS BOLT THRU 2 x 4 �
2 x 4 BOTTOM PLATE NAILED
SIMPSON HS-24 a.
TO 2 x 6 BASE It
3/8"x B"FORGED EYEBOLT 0
H
r 3/8"x 2 BOLT WITH(2)
d e <a LL
WASHERS&NUT 2"x 2"GALV.WASHER
• SIMPSON A-24 STRAP(1,200# SHED WITH FLOOR REMOVED
UPLIFT)
(1)3/8"x 3"(1,200#UPLIFT ANCHORED TO CONCRETE
' d WEDGE)ANC ANCHOR INTO SLAB R SCALE: i"=1'-0" ~
112"THREADED ROD W � N
j SPACING(PER TABLE 1) 1/2"COUPLING a j cn
�- 1/2" x 1-1/2"BOLT W/(2) SHED DESIGN LOAD REQUIREMENTS o LL a
WASHERS(2,000#+SHEAR fo the 2004 Building Code �
CAPACITY) Basic Wind Pressure C Z p �.
1/2"x 4"FORGED EYE BOLT qz=0.00256(Kz)(KzQ(Kd)(10"2 per ASCE 7-98 U, m
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE q Kz=0.85 Exposure C;Kzt=1.0 0- < 6
30"HURRICANE ANCHOR p o CO
SCALE: 1"=1'-0" Kd=0.85;1=0.77;V=150 MPH m W F v m
STRAP DETAIL qz=32.04 PSF > > W m
Cn
SCALE: N.T.S. W=qz x 0.85=27.24 PSF LU p y
I hereby certify that 1 have reviewed these plans along with all the building materials and � � � a LL
components used in the manufacturing of the sheds.The materials and components either U W v Lu
SIMPSON HS-24 have Florida Product Approval as required by Florida Building Commission Rule(Chapter, xo r
r 1/2"THREADED ROD Wl2"x 2" 9B-72)or were analyzed using the Rational Method and Allowable Stress Design.All materials L m
WASHER&NUT(2,000+ and components comply with the 2001&2004 Florida Building Code for a 150 MPH wind W O
CAPACITY)#UPLIFT velocity,basic wind pressure of 27.24 PSF,I=0.77,Enclosed Building,Exposure"C",and i
N.I.P.C.=0.18.,Roof Live Load=20 PSF,Roof Dead Load=5 PSF,Floor Live Load=75 CU U
°
112'x 2"BOLT W!(2)WASHERS PSF,Floor Dead Load=5 PSF.
&NUT(2,000+SHEAR Main Wind Force Resisting Systems
CAPACITY)
GRADE +IRoof
0 (+)Wall )
W p N/A 40 31 26
Z SEE BUILDING ANCHOR Components&Cladding Design(Effective)Pressures(PSF)
Zone Wind Area (+) (-) Zone Wind Area (+) ()
DETAIL
TYPE I OR II CONCRETE PAD
W/BLOCKING AS REQUIRED N 10 18 29 10 31 34
1/2":c 4"FORGED EYE BOLT 50 14 26 50 28 31
1 20 17 27 4 20 30 32 S
Zone Wind Area (+) (-) Zone Wind Area (+) (-) HEET
SHED WITH SKID ATTACHED
10 18 60 10 37 42
SCALE: 1"=r-0" SINGLE HELIX EYE AUGER ANCHOR 2&3 20 17 55 5 20 30 39
SCALE: N.T.S.
CORAL EYE AUGER ANCHOR so 14 47 50 28 35
SCALE: N.T.S.
_ _ _ _____ ____
t
Ldadwrence E. Bennett, P.E. #16644 OF
revised on 3/09/2005
I
HOZ nod