HomeMy WebLinkAbout08-7763 (2) csrc=r CC2
SET UP AND INSTALLATION CF SINGLE WIDE SHED Il/CNrzcc2
2}2 x 1 SPRUCE MEAGER&
;2H rX8'82 PINE ITCH SINE 2 x 4 SENT 9/'C/2CO3
ALUM'�Nl;M ROOF NON LOAD BEARING'NHEN 1.BUILDING'.8 PLACED IN REQUES eD LOCATION N SCHEDULE/C P V.C.TO ALLOW FGR 2/:4/2000.
1 i 4 3PoCGINGMOVEMENT TO PLUM OR SQLARS UNIT TO HOUSE ENCE,PROPERT!L,NE ETD.
GARAGE DOOR NSTALLED 1 20 GA. 3' x 5 CALV 2.ONCE UNIT'S SQUARE AND'HE HIGH SPOT OF TAB GROUND S ESTABLISHED THE '1.0/15/2004
2 z 4 BENT(TY P.) ALUMINUM SAVE 1 x 4&RIGGING 3ENT(NP.) NAILED PLATES(2) PER BUILDING S BLOCKED ON HIGH SPOT AND LEVELED.THE OTHER ND Of THE BALDING S 11/05/2004
'2 CONNAEC'ICN r R 'HEADER BROUGHT UP TO LEVEL AND BLOCKED THEN-?+E CENTER OF THE BUILDING'S SROVGHT Up 12/28/2004
1 z 4 BRIDGING Cg 20 GAUGE 7'x V OALV PRESS • ' JSE _d COMM CN TO LEVEL BLOCKED,ABS THEN SHIMMED. 3/C9/20C`
�c--�— PLATES;Z)PEA CO NNECT!ON SIMPSON 'P 35 PLATE'N/ ?
y VARIES NAILSJ.AF R'His BUILDING S LEVEL,MORE BLOCKS ARE ADDED 0 ACHIEVE'HE CO RpE CT
(2) zxa H/1/z'PtrHoco 4,ANCHOR
TYPICAL SLOP AT KNEE THRU NTO HEADER N/(5) I �— SPACER OR 4.4 A2 PIN 4, PLACEMENT'S ESTABLISHED BY WIDTH OF gC!LDING HOLES ARE CR L!ED
fix-- I 12 JOINT CF BENT TOE x 3'NAIL 2 EACH I` THROUGH THE 2 x 4 BOTTOM PLATE NT-H tr7 AUGER SIT AND-`+E E,E OLT IS zASTENED
:k 1 x 4 BRIDGING a BEST('TAP) END lA_.- SIMPSCN HS-24 W/5d'5 INTO PLACE.THE HOLE IS DES FOR 31 EARTH ANCHOR AND BACK FILLED,THE EYEBOLT
2)-2 x 8 STUD ADDED`#HEN < �' „f ^ �, '.6d NAILS D 2x4 FRAME AND AUGER.ANCHOR ARE FASTENED NITH 1rY x r BOLT. }� 'B 1 II I GARAGE DOOR�NS'ALLEO x I 5.IF UNITS TO BE ATTACHED TO CONCRETE SLAB,THE BUILDING ITS SET ON SLAB SHIMMED S!� \j
MAX'OORS T.O.FOR m 2 1 SENT FRAMES UP TO LEVEL.A lie'HOLE IS CRILLED'MTH HAMMER DRILL INTO CONCRETE 1.1.7 OFF RIM
ENTRANCE DOORS MOTH 8, �---CONNECTED'N/tOd COSMOS TypB I SI c fl N THRU HEADER JOIST,THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN L'BRACKET OR
Z C 1'-0'O.C. LJ SIMPSCN STRAP 15 PLACED OVER THE 3i4'WEDGE ANCHOR.A 1!7 8?BOLT'.4 THEN j}L_
8,84 FOR GARAGE DOORS& SCALE I 17+1'4' FASTENED THROUGH THE EYEBOLT AND L'BRACKET.
00'51.8 DOORS • VARIES S.'F 40 FLOOR UNIT BUILDING,S USED,ANCHOR'ARTS 7i8's 5'NECGE ANCHOR CE.NTERE7
244 BOTTOM PLATE 2 x 4 SENT BETWEEN EVERY WALL STUD.
I.T.P.4,4 CONNECT FLOOR
JOIST TO RUNNER`NI SEE ATTACHMENT DETAILS 20 GA. 3' x 5' GALA.
SIMPSON H$24 Xa X, �T •
CONNE PLATES (2) P£R
SEE DETAIL BELOW ���==-- CONNECTION S(H£AD� GENERAL NOTES 3 SPECIFICATIONS FGR AUGER ANCHORS
' CE7AWINDOW OPENING I VAR':ES;8'0'TO'.r-0")-af • USE Ed COMMON
el FOE INFORMATION NOT SHOWN SEE END ELEVATION 1510S'd 9 .h n shad be'mcb' e'yc FTC gl fm aY•auger Inchon nanu'act�nd b7 Sty+Cnel of FreemonL OH
4x4#2 PINE, 2x4 NAILED 4'axi m la d•upia 2,COCA or gu rx
END ELEVATION W1T'r{DOOR TN+fO SKID MODELS SIMPSCN Tp35 PLAT'W/ TO 90TTOM 'H/(2) In6d 2.Ara.onng ars:.m:0 2r°wd rer,0681 bu.aing POOR'by O.84_scan ancnan Per Tab•4 tnrcugh h•Sodom Plan,
2 x 8 BEAM GY P.I SCALE:114'•1'4' (8) 1 Gd x 1-1/2' NAILS COMMON NAILS 0 1 6"O.C. J.An<han xl.al b•Faced Through!1'.Sattom Plat•and!law aYst•m.
THRU INTO HEADER W/(5) • • I•
2x 4 HEADER 10d x 3'NAIL®EACH • SIMPSCN HS-24 STRAP TOble I Shed Arcorlr9 t0 COr CTete Slob IOble Z RUrref SpOCIn.]
4' ALUMINUM SONG +2 1 x 4 BRIDGING END \_HEADERS'N/4&d 6d Shed Kd.: /I%Dlir; /Side of eAnch or SpaCino S a Shed Ndt, X1 X2 XS
81d• ,y VAR'E 5 NAILS a 2x4 FRAME .4•yy 280 el LF d'-3' 14'4' V-10 IIr J'd 17 8'•11'
2:4 BOTTOM FATE �N�l; ocd / TYP.SLOPE AT KNEE JO MT OF 17.Q• 240 E t LF 5'4' '0'? 2'-0 17 S-11' —
lIP?LY USE
SI FLDQ R L:a+a' > t i BENT 10.7 200 E f LF 8'-0' 10.0. 1'-0 17 8'-11•
HURRICANE ANCHORS Aa SMIJ 1dCQ`Cj C ACS and '— TYPE I� `CE TI�GN THRU HEADER 180 F t LF 7'.e' 8'-0' 5" 8''e"
1St•.t Q ..-�1 x 4 BRIDGING SCALE:I I Ir+1'-0' 8 1 X d skid+only, 14'-0'0105 shed+raw;4)se.s of ski•
TYP. US£SIMPSCN 2 s 4 STUD PP) Vatt.B""vm and N;roialS cemm�of LST(-1 B,N/#t a— 16d ISOMETRIC OF SHED A„ Ccc t0 tI1C.r�•C1iO"1'
NAILS sCAL_.N.t.S. .•t;p71 T 4P m �~7(4'PLYWOOD FLOOR OVER • Table 3 Support Footing Pod Spacing for Runner Blocking For Singie or Doub''.e Ado Sheds
2xB$IGNAIL CY O' x 2xSP.7,P. TTT''yyy 2' x 2"SQUARE'HASHERS Mcx�mum wad S Pod We
QCt01z'-•wry / `,I (TYP) �}/g" x 2"BOLT W/(2) _________________________________________ M0
Shed Cescnotion Pod .d Po o Rum Pad r e Ru
MASHERS S NUT(A-2a Er c Sid c In Sid
SEE ATTACHMENT DETAILS }/B" z 3' FORGED S.ZB Type LW'- PL End PatloMcx. Spasm P d ° P d
,.F_�Q`I- yj„ EYEBOLT qF
WALL ANCHOR DETAIL A7+u i7s+ ,l"' o �IMt � A-24 S TRAP 14' SW/0+ aJ5 J to 3- 5'-8" 1936# II Dr III 1879/ II or III
SCALE:N.T.S. 1 %J��r1ILC2?y - (1,200/UPLIFT) 14' SW D+ 2.05' 2 5J io S- E-0 1535 '2558#
0 ��./Q r�•Syv� 12' 5'M B.DO' a tD '0 3_ 5"-4' 2558 II a'.II 2556# II or'II
FalR9 S ��.-to/a� �Y, _—Xz X+ (1) 3/8"x 3'(1,200} 0' S'N 5.00 a m to 3 8'-0 2a0C/ o u1 2a0Cy I w III
f�llsM'� +9F VARIES i8'Y TO 12'-0� 0 II or'11 2? II or III
y f- )J SIMPSCN HS-:.1 UPUR RATING)EXP ANS)CN 8 E'N aAp 3 'D to 3- 6'-8
40`T MAX.LENGTH � ��f'T00r!.+'+tk ..! BOLT CR WEDGE ANCHOR Notes: }
2'4'0.0.MAX JOIST SPACING I v +-7CR WFGRALITION NOT gHC'NN SEE END'cLEVA77CN'MTH DOOR i,. ; f' INTO SLAB SPACING 1, Pod spacmy s end to canter Ci pad.
i . TABLET) 2. Pads otter than end pods spacing is center to r_nter.
4praysl DI tf i END ELEVATION FOUR SKID MODELS )
3. Use same max spacing for n.tenor runner.
I�Ari���� SCPLE:tI4'•1'4'
J' SHED N11 SKID ATTACHED ACNCRED TO CONCRETE Type Pad Dimensrona Max. Loco �uatevai
al of skis Day u:.mot luea at SCALE 11 r•I'? r x e x,a e tl a ann ba k a,ier:am,.m&aana ma
404 RUN! r0'y 0;�1sL71Jt7 (1) 3/8'x 5' (40C/ II z 8'x 18' J.SOC a coast.1,dds:vasty-amend&aana Ica
AJtt�J4Dru o[App-Vt aJ'y 5 a J asa a AB5 paste pad. 1
7li—lle OUTSIDE'MOTHS. UPLIFT RATING)HEDGE
F �J}c rcgtirc^cn ' ANc oR INTO concR££ Load wan 2. rwne.
6 6, 8'-6', 10•-6', 12'-6', 16— SLAB AT SPACING '•Bassd an 2.000 PSF aP.gwable and preseun.5511 praseun ahetl b+vdf a Toy f+!d pemrcme:er;eat or aoM Tab nvort G"Tack wdh
Y t•t"t LAY'S (PER TABLE 1) xngin°m 5 sai pC--a'!es•than 2.000 PSF +Wa FI 407CH OR COUNTER SINK Nans: n
4 2x8 P.T.P. PLATES FCR BOLT THRU 2 x 4 1. Hollow or sd'l.d co ue:e Mock°may be stacked on pcds for high sets up tD a8' mcx. with out
SHEDS OVER o.6' IN LENGTH 1—t/2'MI„ re'n fornnq..
,a 2 Poda requtred on 12' 3x 14' wide sheCa Dory. W
y ,• �A,I � 2 x 4 9TO 2 r PLATE
Td X J!4'PLYWOOD FLOORING 'lxl r Teb'e 4a Anohw Spacing Of Auger Type Anchors Fw Smgle Nde Sheds. O
> _ NAILED TO 2 6 BASE 30 E e Au r Anchor or 30 CD Corcl Anrnor Q
I �j. •. N
4 x 4 RUNNER 3 � t gp th f Shed Siz LW Uplift PL. End Anchor" Mcx. nteT-1 Spacln N
'V l 14'4' 7.00 24J t'-0"'.o J'-0' r.t•
2 x 4 BOTTOM PLATE(TYP.A.LL 1'-0'!0 7'4' 8,-4. N
AROI:ND) tt�� yq� �a z•Fp��} !r4' 8.00' 208 .y
10'-0' S.00 1'4 1'H71s T O' t 2d' 6� O W
z:a LE ,�i�qq �yyy� w� Fl O < RE 0D ANCHORED TO CONCRETE e'-o• 420 75 -0 m 7'-0
6I�.•1�1� S "a+i i.a• O
2. E01q R 1 SCALE: t-1/2 = 1-0 /n '
T Tehie ab Anchor Spacing Of Auger Type Anchors For DcuEla 'Nde Sheds N.x� \ y^ r
FLOOR FRAMING_P1.AN - FORGED EYE BOLT OR t/2' 30 6y4 Auger Anchor
SCALE:tl ING O--V--T THREADED ROD W/ Shed Siz UN' Uolirt PL End Anchw•• Moo. n;erior Spacln r•/�l y�
2-0' I 1 2' X 2"HASHER dt NUT 20,-0• t..U, 100 1-0':o J'+Y 5'0" '7 T�
'NIN00'NI DOOR MEAGER C F, ._. (2,000+ CAPACITY)
UPUFT Load width a!up Jt on fanner y O O J Q
(TAW) 1N - '•Location Nerd auger w elb anchor. . U
2.4 HEADER SCALE:1i4'•t'ff SEE S TRAP CETAII }
^'Pnchor apacrg axampl°:70'auger of JIB'x 2-7N'ezFanaan Soin. }y O
/2x2' BOLT W/(2)
—I 1L I' WASrIER5 $ NUT GL }� 9
ppY II �— (2.000 + SHEAR Notes:
> 2 x 1 SEAT GYP.) /�CAPACITY) 1. E 7-9 =_Pa tNPrY besed cn 3 second wind gust at 150 MFH per 'C7 f n
51MPSON H5.4 #SCE 7 98.Category'C Importance Fa for 0.77 c ose Bu lain g, �!
a 1xI0R1CGIN0 Z 2 All meosurem enis,sled ab9,e ore c rtes to ce er of o-hors.
.. 4 1 g h oamer of Q N Z
' ? 2 x 4 SILL TYPE I CR II CONCRETE PAD } 'ha isteos ^umber of au er of ho s a( ). () \
= WI BLOCKING AS REQUIRED 3 I shed for sheds Tess n le gth than the aim m.
i q 2 x 4 BOTTOM PLATE Iii x P FORGED EYE BOLT 4. The md,ju sage theta -e far exparsionubolts Is 8 dicmeters w 5' of o
~ For 3/8" expansion bolts. G'MI �xn n$�
r x Y PRESS PTArs BOTH '� 5. Anchors shpt,be on side walla except when shed is placed next to n' i y a
o SEE DETAILS FCR SIDES ALL JOINTS SHELWI SKID ATTACHED existing building, in which grchors c n ba placed pn u!d walls es Giese .o
CONNECTION SCALE:117+t'7 sides oa possible. - n
J'O'(MN) 2 x 1 CONSTRUCTION G +'"3
a'-0'(WAx1
SHED DESIGN!OAD REQUIRE: ENS � W^a��
SIDE ELEVATION WITH DOORS&WINDOWS 2,r CALV WASHER for the 2004 Building Cod j
SCALE:I I4•+i'-0' I ` N
ALIMINIM DOOR SKIN CS SUsie W,nd PreEaure 'tai
gL•0.00258(KL)(Kzt;(Kd)(�"2 P•r#SCE T98 Q1
�P(-�TYP.) BACK $BACK K,•0.85 Exppaun C:KSt+1.0
Kd 3 5'I 077 Ve!50 MPH
_ It �B 1 a 1 BRIDGING az 201 PSF
ro IgggL-- 'Jq' J If FORGED EYE BOLT CR 1/2' W 7L 085 27.4PSF
1 THREADED ROD r p ---• h y M J'i ha a e d •71y F,d p'N aY J•, b Id g d t
p a d L,• u C g of IF sr d 4 t 4 d P 'It W i 6
�kx--- DOOR CONSTRUCTION 7 COUPt:NO a.Flo ca P dud Avg al a a d by io as Batd s co m e R •(ch pter 0.
1 5 4 WINO BRACE, 1 Se 721 r ar Ir a ing R r 5068104 d Ai Sv D 9n Al I+ Z B.
T'P.AT (CPTICNA.L 17 z 1 V7 BOLT WI(2) .of 27.25 PSF •0 77 Fs aced 3;av a t'S MPH Ina
FOUR CORNERS'12'CIVICS ( t 'NASHEfiS;2.0001 SPEAR ty b K dP 0•�Pcsu'• and
tr. \\� d pas f pry 4n ha 2001&2CC{F rag 9 td uia C C
_ OR G REA.ER - CAPACITY) ,MEN Floor sod Loed'5 PEP
Rrmfetln esG asUFnsRcof,Toad wad..PSF,Flaor';.xs Wae•'d LU E 1?
a
a
_ 2 x 4 BOTTOM PLA iE g
_ —.. _.._.. ._.... _ I I+ (� 11084 FORGED EYE BOLT q gat .
70'HURRICANE ANCHOR Roof 'Nall C '
SEEDETAILS FCR �--T �—
J CONNECTION �
N STRAP DETAIL Components Cladding Gesfgn(Ei`actlw)Preast4res(PSF r
SEE SIDE ELE`IATtO N'MTH DOORS S'MNDO'NS FOE�NFC RMATIGN NOT SHOWN 0 J SCALE:tra'•1'ff Zcne Knd Area + — Cone Knd Ar ec
n L
SIDE ELEVATION D to 20 D 71 74
I p 17 27 4 20 30 J2
ay
SCALE:14'•14' 14 28 50 '.� 31 /c4' 05
18 EO 10 +7 ES 4 20 70 v8i scAL
WIRING DIAGRAM I Ed 11 .T Eo 2e 7s I � y sH�* ,
(OPTIONAL ELECTRIC) /
SCALE:N.T.S. --- ---
ALL'NIRINO SHALL SE MC:ABLE'.d OA DG AL AUGER ANCHOR Lawrence E. Bennett P.E. A•'5644
15''•MIFE'WIG ALL M=_—AL BOXES SINGLE HELIX AUGER ANCHOR � ato------
SEE TABLE a FOR SPACING 1
Table 4a Anchor Spacing Of Auger Type Anchors For Single Wide Sheds r;
30"Eye Auger Anchor or 30"CD Coral Anchor V
SET UP AND INSTALLATION OF SINGLE WIDE SPED GENERAL NOTES&SPECIFICATIONS FOR AUGER ANCHORS Shed Size LW° Uplift PLF End Anchor Max.Interior Spacing
1. Bulldog anchors shall be"mobile home type 30 single helix eye auger anchors manurach�red by Style Crest o₹Freemont,OH, F
Maximum all,able uplift 2,000#or equivalent ti d=a:=_r Locate anchor per Table 4 through the be tom pint=_.
1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 P.V.C.TO ALLOW FOR 3. Anchors shall be placed ground par to al building code( y )
2. Anchor n system to p' 10'.0• 5.00' 174 1'•0"to 3'-0^ 10'-0' f 0
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE. C. per
bottom plats and Foot system. g:-0• 4.00 139 1'-0'to 3'-0' 12'-o Q
2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED THE
BUILDING IS BLOCKED ON HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS Table i Shed Ancoring to Generate Sian Table 2 Runner Spacing
BROUGHT UP TO LEVEL AND BLOCKED THEN THE CENTER OF THE BUILDING IS BROUGHT UPTable 4b Anchor Spacing Of Auger Type Anchors For Double W de Sheds 2 U ON- 0)
X3 30"Eya Auger Anchor 0 y n ti 0
TO LEVEL BLOCKED:AND THEN SHIMMED. Shed W dth #Uplift I Side of Shed Anchor Spacing 1 Sida Shed 1N dth X1 Shed Size LW° Uplift PLF End Anchor" Maz.inter or Spacing > 1:5
Co•`
3. AFTER THE 3UILDING IS LEVEL,MORE BLOCKS ARE ADDEED TO ACHIEVE THE CGRREOT 280#/Lr 4'3' 1-10 1/2' _3-6_1.2' 6'11' 5'•0" �+.
SPACING. 14 1 ^ _2-61/2' -11"
12-0' 1_2408/ 0 "� C
4. ANCHOR PLACEMENT IS ESTABLISHED BY WIDTH CF BUILDING. HOLES ARE DRILLED5 0" 10.0• 1'-6 1/2° 5-11' Load width of uplift on runner.
THROUGH THE 2 x 4 BOTTOM PLATE W TH 1l2'AUGER BIT AND THE EYEBOLT IS FASTENED 0'-0' _200#I LF 6-0. g• Location of end auger or slab anchor. M a m N
INTO P+ACE. THE HOLE IS DUG FOR 30"EARTH ANCHOR AND BACK FILED. THE EYEBOLT 8-0, _1508!LF T�" ^' Anchor spacing example:30'auger or 3/B'x 2-3 4'expansion bolts. ro O
AND AUGER ANCHOR ARE FASTENED WITH 112'x 2'BOLT. a X 4 skids only. 14'-0"wide sh≥ds have(4)sets of skids. Notes: W r
5.-IF UNIT IS TO BE ATTACHED TO CONCRETE SLAB,THE BUILDING IS SET ON SIA3 SHIMMED Values tom and o₹joist to centers of(2) 1. Anchors spacing is based on 3 second wind gust at 150 MPH,_exposure"D'per ASCE 7-02.
UP TO LEVEL. A 3/8'HOLE IS DRILLED WITH HAMMER DRILL INTO CONCRETE 1.117 OFF RIM For other wind zones multiply interior anchor spacing by the multipliers below. ]
JOIST. THE EYEBOLT IS FASTENED THROUGH BOTTOM PLATE AND AN L'BRACKET DR Table 3 Support Footing Pad Spacing for Runner Blocking For Single or Double Wide Sheds p g
SIMPSON STRAP IS PLACED OVER THE 3/8'WEDGE ANCHOR,A 1!2'x 2'BOLT IS THEN Maximum Load &Pad Type Wind Zone Multiplier
FASTENED THROUGH THE EYEBOLT AND 1_'BRACKET. pad End Pad Side Runner Interior Side Runner 100 2.25
6. IF NO FLOOR UNIT BUILDING IS USED,ANCHOR WITH 3/8'*5'WEDGE ANCHOR CENTERED Shed Description Pad Type Pad Pad Type 110 1.83
BETWEEN EVERY WALL STUD. Size Type LW'•PLF End Pad Max Spacing 120 1.56
14' SW/DW 4.15'/332 0 to 3'-0" 5-8" 1936# If or!Il 1679# _itorill1640# I 130 1.37
SW1DW 2.65'1205 o ' 1435# I 140 1.16
SETUP AND INSTALTION OF DOUELE WIDE SHED tZ, ' SW 6.00.1460oto3'-0^ 5'a2aoo# noru( zaoe# a orlu 150 1:002558# II or Iii 588 HorIN O
10' SW 5.00'1400 0to 3' " 6''0^ 2133# it or III W
2400# II or IIIIII 2. All measurements listed above are center to center of anchors. _
1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRS .SECTION ECTION OF THE DOUBLE 8, SW 4.00'1320 0 to 3'•0" 6'-8" 0
WIDE IS PLACED ON HIGHEST LOCATION ON GROUND AND IS LEVELED UP. 3.The minimum number of auger anchors is(4).(1)Q 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 6 diameters or 5'for 3/B'expansion
2. Pads other than end pads spacing is center to center. bolts.
3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND,UNLOADED PARALLEL 3. Use same max,spacing for interior runner. 5. Anchors shall be on side walls except when shed is placed text to exist ng building,in which C)
WITH THE FIRST SECTION.THE TWO,SECTIONS ARE CONNECTED AT THE LOWER CORNER anchors can be placed on end walls as close to sides as possible.
WITH(1)1/2"x 4-1/2°BOLT.THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT Type Pad Dimensions Max.Load" Material I
() m
HOLES LINED UP AND BOLTS PLACED AND TIGHTENED.THE REST OF THE BLOCKING IS THEN 2'x B'x to 1,778# concrete block quality cement&sand mx
COMPLETED.THIS PROCEDURE IS REPEATED,FOR MULTIPLE SECTION SHEDS,UNTIL ALL (1)318'x 5'(400#UPLIFT (. O
SECTIONS ARE IN PLACE Il 4'x 8"x 16' _300# concrete block quality cement&sand m x RATING)WEDGE ANCHOR
S. GROUND ANCHORSARE THEN ADDED.(SEE NOTE 5 FOR SINGLE WIDE INSTALLATION) III _16'x16' 3,950# ASS plastic pads INTO CONCRETE SLAB AT J
5. ONCE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT Load width on annex. SPACING
BRACING IS REMOVED. (PER TABLE 1) U) J
Based on 2.000 PSF allowable soil pressure.Soil pressure shall be verified by field pentrometer test or soils lab repot Check with 1.1/2'MIN.
engineer if soil pressure is less than 2,000 PSF. NOTCH OR COUNTER SINK Z Ur
Notes: BOLT THRU 2 x 4 _ Z
1. Hollow or solid concrete blocks may be stacked on pads for high sets up to 48'max with out reinforcing.. _— _ 2 x 4 BOTTOM PLATE NAILED (n
2. Pads required on 12'&14'wide sheds only. TO 2 x 5 BASE
0
2'*2'SQUARE WASHERS
SIMPSON HS-24 3/8'x 8'FORGED EYEBOLT
3/8^x 2 BOLT W'.TH(2) 2"x 2'GALV.WASHER
WASHERS&NUT SHED WITH FLOOR REMOVED
SIMPSON A-24 STRAP(1,200# ANCHORED TO CONCRETE
UPLIFT) SCALE: 1'=1'-0' u ti N
(1)3/8'x3'(1,200#UPLIFT 1/2'THREADED ROD SHED DESIGN LOAD REQUIREMENTS
RATING)EXPANSION BOLT OR 1/2'COUPLING for t11e 2004 Florida 8uiiding Code
WEDGE ANCHOR INTO SLAB
° ° W SPACING(PER TABLE 1) 1;2' x 1.1!2'BOLT W!(2) Wjtjl 9+��$SupplementS
WASHERS(2,000#+SHEAR Basic Wind Pressure Z ti
CAPACITY) qz=0.00256(Kz)(Kzt)(Kd)(V)A2 per ASCE 7-02
a---- 1!2'x 4'FORGED EYE BOLT Kz=1.03 Exposure D;Kzt=1.0 a O 10 10
=� �
30'HURRICANE ANCHOR Kd=0.85;I=0.77;V=150 MPH m O D �
SHED WITH SKID ATTACHED ANCHORED TO CONCRETE 10
qz=36.63 PSF
STRAP DETAIL W=gzx0.85=33.01PSF IIJ w p z
SCALE: N.T.S. I hereby certify that I have reviewed these plans along with sit the binding materials and O m 2
1O
components used in the manufacturing of the sheds.The materials and components either U w L LL
have Florida Product Approval as required by Florida Building Commission Rule(Chapter v
88_72)or were analyzed using tha AllaNable Stress Desigle enfs for al 150 MPH d velocity, C7 O
comply with the 2004 Florida Building Code w12006 Supplements L- Z m
SIMPSON H24 1(2'Tr READED ROD WI 2°x 2' basic wind pressure of 27.24 PSF,I=0.77,Enclosed Building.Exposure"D^,and N.LP.C._ u p
WASHER&NUT(2,000+
0.18.,Roof Live Load=20 PSF,Design Pressures:Roof Live Load"20 PSF,Roof Dead,Load v z
CAPACITY)#UPLIFT =5 PSF,Floor Live Load=75 PSF,Floor Dead Load=5 PSF.
Main Wind Force Resisting Systems
112'x Y BOLT W/(2)WASHERS Roof Wall
• —k &NUT(2,000+SHEAR (+) () (*) _
CAPACITY) NIA 40
Ir o GRADE Components&Cladding Design(Effective)Pressures(PSF) /
v Zone Wind Area (*) (-1 Zone Wind Area (+) ()
SEE BUILDING ANCHOR 10 22 35 10 39 43
z DETAIL 1 20 20 37 41
� 17 32 50 34 38 � SEAL
TYPE i OR II CONCRETE PAD < 50
W/BLOCKING AS REQUIRED
-----kkk---TTT 10 22 73 0 39 54 SHEET
1!2'*4'FORGED EYE BOLT 2&3 20 21 67 5 20 37 51
SHED WITH SKID ATTACHED SINGLE HELIX EYE AUGER ANCHOR So I
17 1 57 50 1 34 5
SCALE: 1'=V-0" CORAL EYE AUGER ANCHOR SCALE: N.T.S.
SCALE' N.T.S.
date Or
revised on 10!23/2006