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<br /> SETUP AND INSTALLATION OF SINGLE WIDE SHED ^ SETUP AND INSTALLATION OF DOUBLE WIDE SHED .,.-:=:=_�•-..�,.-.-�-._;1 ' � .
<br /> 1 BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEpULE 40 PVC TO ALLOW FOR I� 1 BUILDING IS PLACED IN REQUESTEO LOCAiION. THE FlRST SECTION OF THE DOUBLE WIDE IS � �
<br /> MOVE�iE�fT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTI' LINE, EfC. 1J. PLACm ON THE HIGHESi LOCATION OF GROUND AND IS LEVELED UP. ��_,, . '
<br /> 2. ONCE UNfT IS SOUARE AND iHE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE 2. BLOCKS ARE 7HEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE i .. .
<br /> BUIIDING IS BLOCKED ON THE HIGH SPOT AND LEVEIFD. iHE OTHER END OF THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE 7HE CORRECT SPACING (SEE TABLE 3). r�� � - ?.,.;_:_'""
<br /> BUILDING IS BROUGHT UP TO LEyEL AND BLOCKED. TH€N THE CENTER OF THE BUIIDING 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PIACE AND UNLOADED PARALLEL WITH THE ..:�f r �
<br /> IS SUPPORTED TO LEVE4 BLOCKED, AND THEN SHIMMED. FlRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WRH (1}}"x4}" ': �
<br /> 3. AFfER 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 HOLES ARE � '(( ��
<br /> SPACING (SEE TABLE 3). LINED UP AND BOLTED SECURE. THE RESi OF THE BLOCKING IS THEN COMPLEfED. THIS '
<br /> 4. ANCHOR PIACEMENT IS ESTABLISHED�BY 7HE W�DTH OF THE BUILDING. HOLES ARE DRILLFD 30" AUGER ANCHOR PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. CODE INFOR TION - --
<br /> THRU THE 2"x4` BOTTOM PLATE WITH A 1/2' AUGER BR. 1/2" EYEBOLT OR OPTIONAL (4,900LB) 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). CODE�Or+ ��t6���o�"' }
<br /> 1/2" THREADED ROD (FOR A "HIGH SE7") IS SECURED 7HRU THE HOLE. 5. ONCE lHE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGEfHEft, THE SUPPORT BRACING IS �OFA��+ s�monswns •
<br /> 5. ANCHORS ARE NOT REOUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WfTH NO REMOVED. ncE1+c�' maes wKswe,�onia,�
<br /> FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. ANCHORS ARE NOT REQUIRED IN THE BOTfOM PLATE FOR DOORS AND DOORVOAYS WITH NO �����E 'f
<br /> 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR hIE 30" AUGER ANCHOR AND FOOTER (GARAGE DOORS FOR EXAMPfF). HEADER DESIGN TRANSFERS THESE LOADS. `" "�
<br /> BACKFlLLED AND SECURED AS PER iHE DEfAIL OR A 1/2" HOLE IS DRILLED INTO THE - coNs�nurna�mE v-e y
<br /> CONCREfE 1-1/2' OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM Fl����noN N°N�
<br /> PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCREiE }h'ITH A 1/2' Flr�suPat�cut°N srs�l �av� j
<br /> � iF TM�Gu N�s�n�•No �.00R' OPT10N, ANCHOR WRH i/z"xe" WEDGE ANCHOR THRU THE GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS �P��uM��no� +� u��
<br /> 2"x4" BOTTOM PLATE. euic ynNo sP� �ioo,Rr,
<br /> 1 BUILDING ANCHORS SHALL BE 'MOBILE HOME" iYPE HP-1 SINGLE HEL1X EYE p�� p
<br /> AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA OR EQUAL AVERAGE aa�� a�
<br /> HOLDING STRENGTFi IS NOT LESS THAN 4,900 LBS. iNm+Nn�PR�uRE coo-�o�r +�-aie
<br /> TABLE 1 TABLE 2 TABLE 3A 2. ANCHORING SYSiEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER�.
<br /> ANCHORING TO CO CREfE SKID RUN ER SPACING• PAD TYPES LOCATE ANCHORS PER TABLE 4A OR 4B.
<br /> IIJPORUdlCE FN.TOR 1.16
<br /> SHm WIDTH UPLIFf(PLF7 ANCHOR SPACiNG SHm}yiD1H x7 X2 X3 7YPE PAD oIMEN51oNs AIA%. LOAD• MA7ERiAl 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PL41E ROOF DEAD LOPD �msr ;
<br /> 20'-0" 400 3-5• 13�_g. 7._�03. i._�o�. i�_io}. I 2'xe'x16' 177at85 c0 CR�eLocK qu (FLOOR SYSTEM) AND A7TACHED TO ANCHOR. rsooF uv��opo �oR,w,,,
<br /> ceMENr ANo sANo Mix FLOOR DFAD{OpD ,�
<br /> 1 s'-e" sso �-s- t i•-a• z'-s' a•-a• - u 4'x8'x16' 3500LB5 CO CREfE BLOCK QUAUiY TABLE 4A FwoR uve�n.n �,,�_,,,,g�.
<br /> . CEMENi AND sANo�I�X 30"AUGER ANCHOR SPACING - SMGLE WIDE
<br /> 11'-8" Z� 3'�"i 10�-0" 1'-7� 6'-10' - III 16�x16' . 3950LB5 ABS PLASiIC PADS 'n'wmNc oF Wnus.rwpR HooF W� -
<br /> SHm yyIDT}i LY�' UPUFT(PI.F) END ANCNOR••AIAX. INTERIOR SPACING'•• AlooutFs vEq BunniNG i
<br /> 10'-0" Z�0 3'-5" g'_p" 0'-9' 6'-6' - N 8'xB'xi6' 1900LBS CO CRE7E BLOCK OD UiY
<br /> CEMENT AND SAND MIX 73'_g" 7.00 243 0'-0'i0 3'-0" 10'-0' HuawUNE v�to7EcnoN us,w� Na �'
<br /> $�-O� �60 3��� 6�-O� 0�-10� 51� - •�3m ON 2000PSF Sp�L BEARINC CAPACIiY(2000PSF IS TPICAL) HUW2ICNIE SNELTER USAGE No
<br /> 0 S 1 1�-8" 6.00 208 p'-0"70 3'-0' 10'-0' ���� ����.
<br /> 6'-Q' 720 g'�• •VALU6 A(tE FROU END OF JOISf TO CEMMERS OF(2)4'x4" 1.HOLLOW�R SOUD CONCREIE BLOCKS(818'x167 AUY BE STACI�D 174 p'-p'7p 3'-0� 10�-0�
<br /> E ERS
<br /> SKIDS ONLY.13'-8'�'IDE 9iED5 HAVE(4)SEIS OF SMDS. ON PPDS FOR HICN SETS UP TO 48'}Y(iFiOUT R�NFORCING. �O�-O�� 5.00 REVISIONS
<br /> 2.ABS PADS RE�UIREp ON 11'-8'AND 13'-e'�'IDE SFiEDS OM.Y. REV DESCRIFTON DATE BY
<br /> $'-0` 4.00 138 0'-0'TO 3'-0' 10•_U•
<br /> TABLE 3 s'-o' s.00 �04 0'-0'ro a-0• �o'-o� ,
<br /> SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE'WIDE SHEDS 5
<br /> SHED DESCRIPIION PAD MNCIMUM LOAD AND PAD TlPE TABLE B i,
<br /> 30" AUGER ANCHOR SPACING - DOUBLE WIDE
<br /> SHmµ'ID7H TYF'E LW P END PAD MAX. SPACING END PAD SIDE RUNNER IMERIOR SIDE RUNNER
<br /> � � PAD TPE PAD PAD T'PE SHm yylDhi LW UPLIFf(PLF) END ANCHOR••MPX. INiERIOR SPACIN6"' o�,��
<br /> 13�-8" SVf/D}�/ 4_75/332 0'70 6' 6'-0' 1936LB I, II, III, OR N 1879L8 I, II,III,OR N �
<br /> 20�-0" 10.00 400 0'-0"i0 3'-d' 5'-0' � ��t
<br /> 11'-8" 5{�V/D1� 6.00/480 0"TO 6' 6'-0" 2558LB I, II, III, OR N 2558L8 I, II, III, OR N •LOAD WNTH OF uPUFf ON RUNNER W 4/26/i6 ��`
<br /> ^LAGTION FROM END W�-�F AUGER ANCHOR = Smle: ),4
<br /> 10�-0" Sµ'/D1ti' 5.00/400 0"10 6' 6'-0' 2400LB I, II, III, OR N 2400LB I, II, III, OR N "•AIAwAIuFA SPAaNG BE1W�ti MlC�i0R5 � N q
<br /> adu:
<br /> 8'-O" SVti' 4.00/320 0'i0 G 6'-0' Z�Z9LB I, II, III, OR N 2133LB I, II, III, OR N �C�MOR SPAqNC IS DESicNm A5 PER ASCE-7. W a-L
<br /> 2 ALL AIEASUREAIENis ARE cENivt-70-cENiErs. GENERAL NOTES
<br /> 6�-0" Sl�l 3.00/240 0'7p 6' 6'-0� 1658L8 I, II, III, OR N 1866LB I, II, III,OR N 3.7HE MIN�M�M NUAIBFR OF ANCHORS PER SHm 6(4).(1)ANCHOR PER FACH CORNFft � 1.FOUNDATION PlANS ARE NOT PART OF iHIS
<br /> •LOAD WID7H OF UPLIFf ON RUNNER ADOffIONAL IMFJiIOR ANCHORS ARE REOUIRm IF SPAQNG IS AIORE TF4W 10'-0' PLAN SEf AND ARE CAyERHED BY LOCAL
<br /> BETx'EEN M1CH0(S.. � JURISDICIION. ,�
<br /> NOTES 4.ANCHORS SHALL BE ON SIDE V�W.LS,IXCEPf{VHEN 7HE$Hm IS PLACED NIXT 70 M! 2.7HI5 BUILDING IS D(EMPT F7tOM THE FBC ,1
<br /> 1.PAD SPApNG IS END TO CEMER OF PAD. FXISfING BUILDING;IN NMiCH ANCHORS CAN BE PLACEp ON THE QiD WN15 AS CLOSE w ENQtcr coNSEavanoN cooE aEa secnoN °
<br /> 1015.22. ��
<br /> 2.PADS OiHQt THAN ENO pqp5 SppGNG IS CINiER 10 CENTFR. TO THE 9�E t5 PoSSIBLE m J.REFER TO'fIE-DO�N DETAILS FOR PROPER
<br /> 3.USE S4hAE AIA70lAUAi SPAGNG FOR INiERIOR SPAqNG. � INSTAL1A710N RE�UIREIAENIS To AIEEf CODE
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<br /> z-�•ca�vnNrzm WasHEa Wm+ t/s•Nur i/z'nirsEnnm aoo �
<br /> 1�7Try��2•NUT OPfIONAL FOR�111CH SEI' NOTCH OR COUNfQtSINK BOLT Z
<br /> 1I2�7HREADm ROD 7NRU 2'x4'BOTTOM PLATE �
<br /> EYES BOLTED TOGEfHER 1YRH 1/2'�Q' (n
<br /> OPf10NAL FOR?fIGH SEY 1/2'COUPLQ2
<br /> BOLT h NUT WITM(2)2�x2'G4WANIZED 2'.a'aotroM ru�Na�n � /�/� I
<br /> 1/2'COl1PLER V�'lSHERS(2.00OIB SHFAR GPACIiI� TO 2'x6'P.T.8lSE i /�
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<br /> t/z'.tz'roacm erEeo�r MAN. Wmce aNcHaR iNra sue _ A1M. 0
<br /> y • • , • ' � niau 2':a-a.r.eorralA vu� �--- �. �
<br /> � a (SFE TPBLE 1 FOR SPAGNG) ^� �
<br /> EY6 BOLIED IOGEMER wiiH i/2'x2' � � %
<br /> BOLT&NUi V/fiFi(2)2'#'GALyANQm TPE I,II.III.OR IV PAD N'ffry ��2•y3'(400 LBJ SIMPSON A-24 coNcrs�sV�e er mrieRs n+Roucn CONCREfE SLAB 6Y O7HER5 iMROUGH i
<br /> Wl�QZS(Z,ppp�g 5�{Epp�,pp�� BLOCKING/S RE�IIIRFD(SEE 7pgLE 3), CONCREfE{�'EDGE ANCHOR CUP OR EOUAL LOCAI-CODES AND JURISDICIION LOCN.CODES AND JURISOICfION z �I
<br /> ,�-�,,,�,��„�,aR�� c5�T��, FOR SPACING) 0 1 1/3/16 i
<br /> (SfE TABLE 4{'pR SPMING) SHED WITH SKID SHED WITH 'NO FLOOR' OPTION
<br /> SHED WITH SKID ANCHORED TO CONCREfE ANCHORED TO CONCREfE �
<br /> TO PAD OR BLOCKING J Matthey/T. BaldWin P.E. �
<br /> TIE-DOWN DETAILS - - -- - � F�o��da ��d^se �fi46oe i
<br /> � � z Shee=: AD-1 OF 1 ,
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