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SETUP AND INSTALLATION OF SINGLE WIDE SHED r30"'AUGER
SETUP AND INSTALLATION OF DOUBLEWIDE SHED1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR 1.BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE ISMOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE,FENCE, PROPERTY LINE,ETC. PLACED 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 2. BLOCKS ARE THEN PLACED AT THE END,CENTER,AND OTHER END TO LEVEL ONCE THEBUILDING IS BACKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING(SEE TABLE 3).IS SUNG L BROUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING 3.THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITHISSU,PORTED TO LEVEL,BLOCKED,AND THEN SHIMMED. FIRST SECTION.THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITHx3.AFTER THE BUILDING IS LEVEL.MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLESARESPACING(SEE TABLE 3). LINED 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 OR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE.THRU THE 2"x4"BOTTOM PLATE WITH A 1/2"AUGER BIT. 1/2"EYEBOLT OR OPTIONAL , 4.GROUND ANCHORS ARE THEN ADDED(SEE TABLE 4B). LODE VERSION rfic WIRE em rme`ASCC-T
1/2"THREADED ROD(FOR A"HIGH SET") IS SECURED THRU THE HOLE. 5.ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER.THE SUPPORT BRACING IS MANUFACTURER suvtma v4>tt
5.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO REMOVED. BUILDING,TME
FOOTER(GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6.ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO CONSTRUCTION TYPE -
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. FRE PROTECTION 1DIR
BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2"HOLE IS DRILLED INTO THE FRE SUPPREsioN suGM IRIa
CONCRETE 1-1/2.OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM
PLATE AND A SIMPSON A-24(OR EQUAL)IS SECURED TO THE CONCRETE WITH A 1/2" AUU vOWARUE NUMBER o<sTDR05
WEDGE ANCHOR. LIIE T
7.IFTHE UNIT IS A'NO FLOOR'OPTION.ANCHOR WITH 1/2"x5"WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS DWA+DD ••-I�^P•
2"x4"BOTTOM PLATE. c
ExlrosuRE
1. BUILDING ANCHORS SHALL BE"MOBILE HOME"TYPE HP-1 SINGLE HELIX EYE ENCLOSURE DmOsm
AUGER ANCHOR BY HOME PRIDE OF BRISTOL,VA OR EQUAL. AVERAGE OOErtiAL PRESSURE mETxTarHOLDING NOT
THAN 4.900 LOS.
TABLE 1 TABLE 2 TABLE 3 2.ANCHORINGSSYS EM TOS GROUND SPER LOCAL BUILDING CODE(BY DEALER). d WRTA CE FACTOR LIS
ANCHORING TO CONCRETE SKID RU NETT SPACING' PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 48. ROOF DEAD LOAD
SHED WIDTH UPLIFT(PCF)ANCHOR SPACING SHED WIDTH X1 X2 X3 TYPE PAD DIMENSIONS MAK.LOAD' MATERIAL 3.THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE ROOF UAE LOAD nes
1' 2"=8'x16" 1778LBS CONCRETE BLOCK QUALITY (FLOOR SYSTEM)AND ATTACHED TO ANCHOR. FLOOR DEAD LOAD
20'-0" 400 3'-6" 13'-8" 1'-1`1, •Q 1'-1`2• I Iles w xs•
CELIENT AND SAND Mix FLOOR UAE LOAD r,R TsysF-125P4 ovT.
13'-g" 2B0 3'-6" 11'-8" 2'-8" 6'-4• - II 4".B"x16' SSOOL.BS CONCRRE BLOCK DlIAl1TY TABLE 4A •R•RATDIG V WNLS,BOOR.ROOF WA
CEMENT AND SAND MIX 30"AUGER ANCHOR SPACING - SINGLE WIDE
11'-8" 240 3'-b" 10'-O" V-7" V-10" - III 15"x16" 39SOL13S ABS PLASTIC PADS SHED WIDTH LW UPLIFT(PCF)END ANCHOR-MAK.INTERIOR SPACING... MODULES
PROTECTION USAGE IN°
10'-O" 200 3'-r• 0. D'-9" 6'-6" - IV 8"x81x16" 19OOLBS CONCRErE CONCRETEBLOCK QUAUT7
CEMENT AND SAND MIX 13'-8" 7.00 243 0'-0"TO 3'-W t0'-0" DDIOO S=ETTER D ND
B'-O" 160 3'=6" 6'-O" D'-10" 51" '- •BASED ON 2000PSF SOIL BEARING CAPACIIT(2YOOPSF R CO
TYPICAL) SQUIRE ITAL[ ITR THIN)2o Sart.
NOTES _ 11'-8" 6.00 208 0-0'TO 3'-O" 10'-0" REVISIONS
6'-0" 120 3'-6" •VALUES ARE FROM 4
END OF JOIST TO CENTERS OF(2) "N" t.HOLLOW OR MUD CONCRETE BLOCKS(BIB"a16�MAY BE STACKED 10'-0" 5.00 174 0-0'TO3'-0" 10'-0" REV DESCRIPTON DATE BY
SKIDS ONLY.13'-B"WOE SHEDS HAVE(4)SETS OF SKIDS. ON PADS FOR HIGH SETS UP TO 45"WITHOUT REINFORCING.
2.ABS PADS REQUIRED ON t1'-B'AND 13'-8"WIDE SHEDS ONLY.
g'-o' 4.00 138 O-a"TO 3'-0"
TABLE 3 6'-o" 3.00 104 IY-0•TO 3'-0"
SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE&DOUBLE WIDE SHEDS
SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE TABLE B
30"AUGER ANCHOR SPACING - DOUBLE WIDE
SHED WIDTH TYPE LW(PLF) END PAD MAX.SPACING END PAD SIDE RPAD UNNER INTERIOR SIDE RUNNEfl SHED WIDTH LW UPUR(PLC)END ANCHOR••MAX.INTERIOR SPACING... umxn Br
(!) MTB
13'-8" SW/DW 4.15/332 E'TO 6" 6'-0" 1936LB I.11,III,OR IV 1879LB 1,11,111,OR IV 20'-0" 10.00 400 O-0"TO S-0" 5'-0" Q Doer.
SW/DW 6.00/48D O•TO 9' 6'-0" 255BLB 1.11,III,OR N 2558LB 1.II.III.OR N •LOAD WIDTH OF UPM ON RUNNER W 4/26/16
••LOCATION FROM END WALL OF AUGER ANCHOR = N A
10'-O" SW/OW 5.00/400 O•TO 15 6'-0" 24COLB I,11,III,OR N 240OLO I,11,III.OR IV •••MAXIMUM SPACING BETWEEN ANCHORS (n 4
g'-0" SW 4.00/320 0"TO 9, 6'-0" 2029LO I,11,III,OR IV 2133LB I.II,III.OR IV I.ANCHOR SPACING IS DESIGNED AS PER ASCE-7. W �'
2.ALL MEASUREMENTS ARE CENTER-TO-CENTER. GENERAL NOTES
6'-0" SW 3.00/240 0"TO 6" 6'-0" 1658LB I.11,III.OR IV 1866US I,11,Ill.OR N 3.THE MINIMUM NUMBER OF ANCHORS PER SHED IS(4).(1)ANCHOR PER EACH CORNER 1.FQUNOATION PIANS ARE NOT PARE OF THIS
ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN I0'-0" �j PLAN SET AND ARE GOVERNED BY LOCAL
•LOAD WIDTH OF UPUF7 ON RUNNER BETWEEN ANCHORS JURISOICDONNOTES .
4.ANCHORS SHALL BE ON SDE WALLS EXCEPT WHEN ME SHED IS PLACED NEM TO AN 2.IN BUIEDING IS EXEMPT FROM THE TBC
1.FAD SPACING 5 END TO CENTER OF PAD. ExISFNG W4DNG,.IN WHICH•ANCHORS CAN BE PLACED ON ME END WALLS AS CLOSE LLI ENERGY CONSERVATION CODE PER SECTION
2.PADS OMER THAN END PADS SPACING 5 CUM TO CENTER TO ME SIDE AS POSSIBLE. J 1015.22.
1 USE SAME MAXIMUM SPACING MR INTEIDR SPACING. � � - m 3.REFER TO TIE-DOWN DEWLS FOR PROPER
� INSTALLATION REQUIREIAOJIS TO MER CODE
O
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W \�� Ew....... a
2'.2"GALVANIZED WASHER \\\��.� •GENS ••.•�Q///
212"CALYANIEED WASHER WM'1/2"NUE I/2"THREADED R00 Z \ V7 F •"t. //
OPTIONAL FOR"HIGH SET" NOTCH OR COUNTERSINK BOLT \
EDM t/z"Nur �•'• /
MRU 2".4'BOTTOM PULE 1'
I/2"
THREADED ROD EFE9 BOLTED TOGETHER WITH 1/2"R" =C+`±?�
OPTIONAL
TOR HICN SET" BOLT k NUT EDM(2)2513"GALVANIZED 1/Y COUPLER 214'BOTTOM PULE NAILED
I/2"COURIER _ WASHERS(2.000LB SHFM GIPACIF') _ TO 216"P.T.BASE LEJ 'r
1/2172"FORGED EYEBOLT - ,( " MIN. RU 2.4'AN/2 GOCHOR CNT0051 B _____ MIN. _ = '�__
•. •.•.. • MflU 314"P.T.BOTTOM PLATE
. (SEE TABLE 1 FOR SPACING) N-______.A.______ D z
Ergs Tm TOGEMER WON 1/212• STATE OF [EA
BOLT k Uf WITH Z 2"I,2"GALVANIZED TYPE I,D.N,OR N PAD I
() BLOCKING AS,REQUIRED( TABLE SI• 1/2". L40D LB.) 51LIPSON A-24 CONCRETE SUB BT OMFAS THROUGH CONLREIE SLAB BY OTHERS THROUGH Z /i/�,�•., PLO R 1
W (ZODOLB 511FM WACOI') 1, CONCRETE WEDGE ANCHOR CUP OR EQUAL LOCAL GOOFS AND JURISDICTION LOLL CODES AND JURISDICTION
"FARM AUG.ANCHOR fI' (SEE TABLE R MR SPACING) 0 ///�ss............ ••'•�G\\\
( LE 4 EDR SPACING)SHED WITH SKID SHED WITH SKID SHED WITH 'NO FLOOR' OPTION ~Q //� /
TO'PAD OR BLOCKING ANCHORED TO CONCRETE ANCHORED TO CONCRETE J _
Q MOlthert T.Baldrtin P.E.
TIE-DOWN DETAILS Fl°"°°iD°n6e 64600
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No. gado SmgVod mhonanber. dNo.P Jc stus.N 39cnxls lsld lsE.
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s •°" 'mp1° 1PA0p6 CODE INFORMATION
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. N O -ENNSE W ALL METAL 90X6. G••;:•3.:...:_ ant
SOURCE L O rLDOR uvE Inco I3sPv a•L
DESIGN PRESSURES .,., 71'RANG DF WAUS•FIDOR,-F WA>
ROOF+279-94.7 ROOF FRAMING PLAN WIRING DIAGRAM �"`•�'.N�;:._-:-,:, MDwaEs RIA mum
Y/ALL9 DoORS/YANOO i329-292 (OPTIONAL) ,n....K�"'cN�=T.�m,r= `A
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REVISIONS
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