HomeMy WebLinkAboutProduct approvals, information , superior sheds SETUP AND INSTALLATION OF SINGLE WIDE SHED' FTHE
TUP AND INSTALLATION OF DOUBLE WIDE SHED -
1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR B'13 IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS N
MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE,PROPERTY LINE,ETC. 11 Ilyy,„, D ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. - �^
2.ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED,THE .� ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THE
BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE Ep NG IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3). F
BUILDING IS BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING �CQN T SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE ,,i`
IS SUPPORTED TO LEVEL, BLOCKED,AND THEN SHIMMED. SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1}3°3.AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT N0%4L� ANO NUT. THE SECOND SECT ON IS THEN LEVELED AND THE OTHER BOLT HOLES ARE
SPACING(SEE TABLE 3). UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS
4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED 8 eO CODE I FOR 170THRU THE 2"x4°BOTTOM PLATE WITH A 1/2°AUGER BIT. 1/2°EYEBOLT OR OPTIONAL '6 Y'30°AUGER.ANCHOR DURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. ODE VERSION roe 2017 re raAm,ATcvT
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N (4,90OLB) 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 48). FACTImm c�
1/2"THREADED ROD (FOR A"HIGH SET")IS SECURED THRU THE HOLE. �VP9 tB fO INSTALLED PER MANUFACTURER'S 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER,THE SUPPORT BRACING IS
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO Q¢ttTA x,00 INSTRUCTIONS. EYELET AT REMOVED. BUILDING TYPE
FOOTER (GARAGE DOORS FOR EXAMPLE): HEADER DESIGN TRANSFERS THESE LOADS. 5 MAXIMUM OF B•ABOVE GRADE, 6.ANCHORS ARE NOTREOUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO coNSlI4=ON TYPE v-s
6.IF THE UNIT HAS A FLOOR,EITHER A HOLE IS DUG FOR THE 30"AUGER ANCHOR AND FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TRE PROTEGIION MIME
�------ --- -
BACKFILLEDANDSECURED AS PER THE DETAIL-OR A""1/2°HOLE IS DRILLED INTO THE Fua swIRlEsaaN srsrtl IONS - -" ----
CONCRETE 1-1/2°OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM _ noBAu
PLATE AND A SIMPSON A-24(OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2°
WEDGE ANCHOR. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS uEaWAm MAhma,OF STORIES 1
7.IF THE UNIT ISA'NO FLOOR'OPTION,ANCHOR WITH 1/2"x5°WEDGE ANCHOR THRU THE BASIC WIND sPEm w-2mnA
2°.4°BOTTOM PLATE 1. BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE EXPOSURE O
AUGER ANCHOR BY HOME PRIDE OF BRISTOLVA.OR EQUAL AVERAGE FNL2DRE
SO
0 pmfm
HOLDING STRENGTH IS NOT LESS THAN ALB LBS. _
2.ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE(BY DEALER). UNRAHAL PIff551lRC aFOBFUNr ./ als
TABLE 1 TABLE 2 TBE 3A LOCATE ANCHORS PER TABLE 4A OR 4B. WPCRTANCE FACTOR e
ANCHORING C NCRETE SKID RUNNER SPACING- 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE Ram DEAD LOAD 1�
SHED WIDTH UPLIFT(PLT)ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAX.LOAD- MATER W. (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH ROOF LIVE LOAD Tow oB l0mr
Co CRETE BLOCK QUALITY THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED HUKR DFM LOAD ery
20'-0° 400 3-0' 13'-8° V-10j' 1'-iaj° 1'-10j° I 2•x8•.16° 1778LBS CE ENT D SAND MIX PORTIONS OF SHEDS ON LEVELING BLOCKS. FtaoR LNE LOAD sm>ers-IDrs ort
13'-8" 280 3'-6' 11'-8" 2'-B" 6'-4• - II 4°x8°x18• 3500LBS CO CRETE BLOCK 0 TABLE 4 •R'MTM m Wins,FLWR,BOOT WA
CE E ANO SAND M1% 30'AUGER ANCHOR SPACING -SINGLE WIDE
uanho
240 3'-0° 10'-O" 1'-7' 6'-10' - III 1B°x18" 3850LBS ABS PLASTIC PADS Hunts PER RECTION I
SHED WIDTH LW UPLIFT(PLT)END ANCHOR--MAX.INTERIOR SPACING... xuRaFJNE PROTECTION USAGE No
umw
10'-O° 200 3-e° B'-O" 0'-B° B'-6• - IV 8•.8•.18° 1BOGLBS CO E 0 SO D MI% HUIUIOWE SHELTER USAGE Na
13'-8° 7.00 243 0'--0_°70 Y-W 10'-O°
180 3-e 6'-0° 0'-10° 51" - •BASED ON 2000PSF SOIL BEARING CAPACRY(2000PSF IS TV;CAL) SWINE PGoTAGE Im IIUN RD Falx.
NOTES 11'-8" 0.00 20B 0'-0'TO J'-d' 10'-0° REVISIONS
-ES120 3-B' SKIDS ONLY.Fi3u B'ND OF I.ST TO WIDE SHEDS NAVE�flSETS OF SHIDS. I HOLLOW ON ADS Fan MGOR SOW OOHNCRETE SETS UUP TOOKS 46(WITHOUT'RAFINY BE STACKED
FORCING. _ 10'-0" 6.00 174 0'-0•TO 3-d' 10'-0° REV DESCRIPTON I DATE I BY
Z ABS PADS REQUIRED ON II'-B'AND 13'-6'WIDE SHEDS ONLY. 1 2017 reC 11/WIT U.
B'-0" 4.00 138 0'--0°TO 3-0° 10-0' s aoml0 AnaOa r ua MA..ANOXr1 mOOaN e/Se/le YIs
TABLE 3 6'-0" 3.00 i64 a-0°TO 3-0• 10'-0'
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPET BLE B
SIDE RUNNER I ERIOR SIDE RUNNER 30°AUGER ANCHOR SPACING -DOUBLE WIDEPAID TYPE PAD PAD TYPE dy
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PALO SHED WIDTH LW UPUFT(PLO)END ANCHOR--IMAX.INTERIOR SPACING...
V) Oraen Bri
MTO
13'-8" SW/DW 4.15/332 0'TO 6° 6.-0° 1836LB I,U.III,OR N 1879LB I,II,III,OR N 20'-0' 10.00 1 400 1 0'-0'TO S-O' 5'-0' C) mt,1
11'-8° SW/OW 8.00/450 0"70 6• 8'-0• 255BLE I,U.III,OR N 255BLB I,II,BI,OR N •LOAD WIDTH OF UPUFf ON RUNNER W o 17 4/28/18
.:.W
CATION FROM END WALL OF AUGER ANCHOR Z
10'-0" SW/DW 5.00/400 0'TO C B'-0• 240OLS I,II,III,OR N 240OLS I,U.III,OR N NOTES
ES UM SPACING BETWEEN ANCHORS 0 N/A
SW 4.00/320 O'm W a.-0° 2028LO I,II,III,OR N 2133LB I,II,III,OR N 1..ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W ••1 ALL
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER
SW 3.00/240 D•TO 8' 8'-0° 1655LB I,II.III,OR IV 1868L8 I,II,III,OR N 3,THE MINIMUM NUMBER OF ANCHORS PER SHED 15(4).(1)ANCHOR PER EACH CORNER. 1.rou DAno PIANS ARE NOT PARE OF 7X15
• ADDITIONAL C URSR ANCHORS ARE REQUIRED IF SPACING IS MORE Mim 10'-0' -3- PLAN SEIION.D ARE GOVERNED BY LOCAL
LOAD WIDIIH OF UPUFr ON RUNNER BETWEEN AN
4.ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN 2.THIS BUILDING IS EXEMPT FROM THE FBC
I�PAD SPACING 15 ENO TO CENTER OF PAR. CIDBIING BUILDINOI IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE W ENERGY CONSERVATION CODE PER BECTON
2.PADS OTHER THANENO PADS SPACING 15 CENTER TO CENTER. TO THE SIDE AS POSSIBLE. J 1015.22.
3.USE SAME MAXYUM SPACING FOR INTERIOR SPACING. m 3.REFER TO TIE-DOWN DETAILS FOR PROPER
D INSTALLATION REQUIREMENTS TO MEET CODE
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W
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T25Q'cALVAVIun WASHER--\ Ur
2'.Y GALVANIZED WASHER WITH 1/2'NUT1/2'THREADED ROD
WRH I/2•NUT OPTIONAL5ETE
NOTCH OR COUNTERSINK BOLT Z
I/2'THREADED ROD EYES BOLTED TOOETHDi WYRH 1/212' THRU 2'.4'BOTTOM PLATE (n
OPTIONAL I MCN SET' BOLT M NUT WITH(2)2'.2 GALVADZED t/2'CO214•BOTTOM PLATE NAILED -
1/2'COUPLER _ WASHERS(2ADOLB SHEAR CAPAgN) .: TO 21B'P.T.BASE L
1/2112'FORGED EYEBOLT X 1/2 ED AN LB.)CONCRETE '------ L?)
E4 MIN. WEDGE ARCNO'INTO SLAB 14'MIN.
. .. • INRU 214'P.T.BOTTOM PIAIE1T(SEETABLE 1 FOR SPACING)EYES BOLTED TOGETHER WRN 1/212' I.0.111,OR N PAD WTTHBOLT A:NUf Wml(2)1'x1'GLLVANIZED 1/2'.3' 400L8J SIMP50N A- SLAB t17 OTHERS THROUGH �CONCRLTE SLAB BY OTHERS THROUGH
BLOCKING AS REQUIRED(SEE TAB 3).
WASHERS(2.000LB SHEAR CAPACITY) EE TABU WMR ANCHOR CUP OR EQUAL LOCAL COOLS AND JURISDICTION LAICAL CODES AND JUPISDICTION o 7/13/1 9
30'EARTH AUGER ANCHOR (SEE TABLE 1 EOR SPACING)
- (SEE TABLE 4 FOR SPACING) _ __ _ ____ )-"
SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
TO PAD OR BLOCKINGANCHORED TO CONCRETE ANCHORED TO CONCRETE
/'ter i M.MDw T.Baldwin P.E.
TIE-DOWN DETAILS i!s noddo Ucsnso#134808
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•• 2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN#SS—B-180—C Side Wall Header Schedule(180C) End Wall Header Schedule 180C
Feateaomw/o•IOp 1.
Building Widl Fasteners w/stle Bixe[dl Mm.Spon NJ(b) Aertic ,:�.,. -----------
04 ALUI/INUII ROOF SHEATHING P ... ... .......
Size Up to 14'Wlda (each end) t-zXA• sa o 4-3':O.13Ymin _-_ _.
0'-0'NAX mu.span jb 2-g. a B-P B-]'x 0.1311 ru1h r 1
1-0'%4' I6'-0' 0 3-3'x 0.131'naBs a e ale W care mr ND.2gmde Spnw-P tum 1 I
b.NJ-Numberalleck elude mgamd to•uppon each end.
4-x4'Wlk4' v-O` 7 6-3'x0.131"nail s
ebulated ve ues ere far o.2 grade Spluce�ina-F r um er. e.IoW eat
b.NJ-Number of jack studs required to support each end. a.ND Jack etude,but aft etude Wall Eat.
e.Windex header for window openings that hese more than 50%combined stud wall above
end below,otherwise use door header schedule. •� -
FAaWm saaa.AZ
d.bee header details for akamete layouts,i.e.2-2514'oro"x4'P.T. �, a•'I e
e.The header can Da attached to the to late and thus have the combined strengthIxeooaox°ANO Agave
P PCODE INFORMATION
equivalent and use the maximum span slated. RIDE VIRs1oN
RUNNERS , 4ANuFAGardH su90M URIs
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au' oCCWANCy
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i I s�rArv�RI As fOl 12'WAX awe"a SP® Kr1eo,•l,
uw •mxacTa•s _
ENO W TRUSS HYDROOVENTA EfAIL SIDE WALL WINDOWS END WALLS WINDOWS & 4"x4"W/2"z4" Es IarURE a1o®
& DOORS DOOR 6' WIDE OR LESS
a/1FRNa1 PRESsuRE CDEFFIOEM ./-.1.
111Po ANM FACTOR 1.10
ROOF DW LOAD Ivor
NmFY-0PTIONII FI FCmIC A Rai LNE LM alvsF OA Dm•OOb lab
OUTLET -ALL WIRING IL BE t1 G10E 3-WIRE WC CABIE �:£-"'4+,19k54lY:F;S41"` fI110R aFM IOID IP9
N Q -ENCASE IN AIL(,IETAL BOXES. Williom F.Newry,III ROOR TAE Lm sm rape-bePa orr•
DESIGN PRESSURES SOURCE L O 7DW9 ovkr vw9vott 5`e;oaa
ROOF+27.e-94.7 ROOF FRAMING PLAN WIRING DIAGRAM •IO UIES of WA-L%BUILDING FImR,ROOF N/A
ILLS DOORS 100 6+72.6-28.2 (OPTIONAL) Gutna,Fmrlda 3v13a YOBVI A PER BWDION 1
_ HMRIGWE PRmEC110N USAGE No
. — HI-DANE GHOTER USAGE Na
Ih� YlY[ab - tlY KNA aom•KNaaO IourIDM VNm SouMR rcorXE ll•sDIT.as IFS
a muI REVISIONS
re•avll, uz.. �s leo ova REV I DESCRIPTON DATE I BY
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awe mdlWa a,1 a[ LEId 1 PUg9 Av Nm PARI d TIu[aaAN sO um AI¢
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y�Vv mrl axWNo Kdroml otv rz -a y MAIM
vxmw NseWM1
,A I y (I 1.Ir eau Ki IRI NaAr STANDARD WALL DETAIL No1O KUA IRAW.Walsoe ax[calnwme moa ¢� �mw�i1 ev.
OR roual N IMux[A F 4.Au sdm,aQ—Tc am,ITc Na v1 Fa[n,m r
_ y�,mmy WITH DOOR&WINDOW OPTIONS �s IUV YAm��eon A¢ N O b
• •m Ir-a - /1•Rv'KLW '» U w Nal 1Dv se m.KRA INK Nl w•4NAIuY
ELEVATION CROSSf SECTION END•ELEVATION rar.a.Avvam Fm _a/1•P'• TAO00 ' a R NSA=& v�� a°00L
1 rA meryNqqrr�� -a/1'Fp nDal nolo•N9 lU(n.00®. W son—sham m came 7vN wrx
TYPICAL MCH FRAME WITH DOOR via m'aWmr -L1'• �• N O .:1 TE YNNN sRo A1wNa
v lL 6TM1V9 Wy 6C ear ArN11No mRLTUAK YOlam9
_—_
TABLE 2 IFR FINDMV ll[ BEND vod a1tOdOS
____ ____ ____ ____ ____ ____ ____ ____ ____ _— ___ ____
Mx
a-77T .4uow per-Iv r - ` :••
me�v.�ii Y.�rat4 cava L�LI = A{'/ 1[�
ew1K a. a M W a p I Q
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a.l sac HAS iw1 oenarave I '���••'•• R I D P ::'�•����•
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1 r++n••-a•m 1rs.� wv rb•Ta.— :. t_- ____ ____ ___' _ _"' ____ ____ ____ '_'_ "'_ __-_ __'_ _'__ __ Flor(daWL)<a BaadK64606
END ELEVATION END ELEVATIONz Z
WITHOUT DOOR WITH GARAGE DOOR Fm[u[
tau al ooixu FLOOR FRAMING PLAN m sheat SSB—� OF l