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HomeMy WebLinkAboutSMALL SHED drawings 8 X 10uxAb . I sae delsls I' x 4` brid6i g (wind Nsdng) (rte er milers) . _.. (2)2x45 n-d�and(2)2x6 aiu7rdnurn eave 12 p.i. pine each aide non Fuad bearing (2) 2 x B p.t door bucks rdded s 5 vrhene Bard je door E tL- d urnim rn roof vhan gataw darn GsMusd -double arches for garage doors . � � rd.arage docr:ciz:-5 i x 4 btidaing (b}p_ �, Tran. 777d�c DODfZ {see na*-5 2, 3, 8 4 r' PpivarieB x 4• . L: END Ef.FVATiL3N WTt{ I30CNi 744`O SfC1ES f,.EO©c"3-S �' aluminum . stdarp a t= t- c E piate(typ-) mf[ FLOOR FRAM NG PLM around 2'- R` z d" d»= h.cr ;i'F) 2" x 4' Underhesder 1' x4' br$3gbt2(-:Cd brad:rQ) o� ro F. V -T fmax) SIDE ELEVATION WITH DOOR & WWDOWS fl 1"I [IIIA. c E SEE SIDE f2, WA -00W MTH DOORS f,ND V'AKtDCWS FOR IMF-ORMA'i" MOT SHCWH SIDE E�EVATIt7Ctf A0 L 0 GF_L ouzel WIRZING DIAGRAM (Opli- al e-hic) sca.fa n.t_€ Al vkk* sh?11 be m cabfE 14 ga- 31uim encaseein ail m6,4 be z�s 2'x 4' bent(€yp.) P x 4' window header Z' x 4' winds ail r x 4' bonom pL*- 4 TEG piyboard slrApsan HS -24. USP wr-5 CCP ar a-,g%mfent (t}p) a4 h,4g -oe w2 11 ar-Nx &626 For eorroercfiaz x 4` briiging(wind bazdng) Tx 4- batsgW) i• x 4' wind !race (typ_) gt Four exners 2' x 4' baa pial' T&S mrd SknpsonF 24, Us-Hs-24f�.or -3w,-ah-rat (ty�) 4 sods wadi anchord=..z a� For connerllon 12 v@ .rdries—t C --I 5 single a� a mobQe hams door 7r s� x4 i wider (ap[Farsf) ba. A -4S P ' 2.x 4 saga (lyp-) REQU, 7 x 4 t$�4ting s>?s well anu'xx< 2 x 4 boQ ns plate gn!x2 _ - - 2 x 6 P.r. and rci Ferri= nage 4 x4 p.tWds +l almdi ua]cf]e � huricane �p(tm-) � !Saar. 11 Y_431 hods dv_f' Sfzr�; 6'hzd�6 $5 d ISOMETRIC OF SFiE-- 314` ag pvcy nand or Sllupsex7 LSTA-i B, USP scale: n3_s_ LSTA-18 oreq+l8zhri 2'x6 edsrd F 8`, 10', f t'e", rx 13'8" wfi< (16d} res .1sE hT 12 MAIL ANCHOR DETAILS x_'134 hot X fk ks+eS c;� fn.�m' sWa: rzS.s. W z 7SE Adt rofal6trrii 44`-(l" marc la-qtlr see amd7 deta'Ls - _)wrax )opt spa6ug x: ng c".) r ax" e x4'tcame required art X 3'-8' �7+desl7etfs Q=duu 12" PRF L is• nic )ols7 apadng, 9fasd trx g se $ 4 � � grcaws ixiykoard mf edQticrrai 4'x4` critter n7nner ° a Simpson HS -24, LISP RT -S a � Tb X _ Clip or aquh+slent histailad at ve+[y Connection hstwsm 7loadJoFst and 4' x V.urnar `x". } - 2" x 6` p.E play fc:r s!� avrr Win fah �'x4 PFomm x 2- x �F" Fwmm a t= t- c E piate(typ-) mf[ FLOOR FRAM NG PLM around 2'- R` z d" d»= h.cr ;i'F) 2" x 4' Underhesder 1' x4' br$3gbt2(-:Cd brad:rQ) o� ro F. V -T fmax) SIDE ELEVATION WITH DOOR & WWDOWS fl 1"I [IIIA. c E SEE SIDE f2, WA -00W MTH DOORS f,ND V'AKtDCWS FOR IMF-ORMA'i" MOT SHCWH SIDE E�EVATIt7Ctf A0 L 0 GF_L ouzel WIRZING DIAGRAM (Opli- al e-hic) sca.fa n.t_€ Al vkk* sh?11 be m cabfE 14 ga- 31uim encaseein ail m6,4 be z�s 2'x 4' bent(€yp.) P x 4' window header Z' x 4' winds ail r x 4' bonom pL*- 4 TEG piyboard slrApsan HS -24. USP wr-5 CCP ar a-,g%mfent (t}p) a4 h,4g -oe w2 11 ar-Nx &626 For eorroercfiaz x 4` briiging(wind bazdng) Tx 4- batsgW) i• x 4' wind !race (typ_) gt Four exners 2' x 4' baa pial' T&S mrd SknpsonF 24, Us-Hs-24f�.or -3w,-ah-rat (ty�) 4 sods wadi anchord=..z a� For connerllon 12 v@ .rdries—t C --I 5 single a� a CI,Q 7r s� x4 i wider ll'PE 1 x 4 bridgT p(uird bra.-ing) A -4S P ' 2.x 4 saga (lyp-) REQU, 7 x 4 t$�4ting 87.n6m 2 x 4 boQ ns plate gn!x2 _ - - 2 x 6 P.r. and rci Ferri= nage 4 x4 p.tWds +l almdi ua]cf]e � END ELEVA1101tFOUR SKID MODE- !Saar. 11 Y_431 hods dv_f' Sfzr�; 6'hzd�6 $5 rS:zrdrnr;a Car intormsflm not shovm s&e end elavadnn vi. -Z dxr 76 z I-tin,.md W� . 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SET UP AND INSTAL i ATiONt OF SSVGLE WIDE'SHED 1. Btf"ING, LS FLA= k2 FMXE5rED LOC T;ON Orf SCHEDULE to PVC TO ALLOW FOR UOV MS -a TO PLUM OF SWAFtE LFNRI'TOfSO�J, c.. F'g�PtaOPFl�iiYit4E,ErG, . 2. QtCE UNIT B BOUt.Fv`E AND THE HI OH SPOT OF t7 iE C.ROW+D rs ES:ABLh%fEL THE BLUDLNG 0 WCCCK v ON THE HfG.j SFQT AND LEVE Fn ME umat END OF THE BUL, MNS IS BROUG7UFTp LEVS-AVO BLOC ED.TFr.4Tr1E CZTtT4 CF THE 8 FILD143 LS SUPPORTED TO LEVM-. si a rr� A+ OD SZJDtUjm7 M AFTER IT IE BL9XVG M LEVELMORE tx OV= ARE A➢ TO ACHULI-TFE COFtRSCT SPACM d-RNC-1>rfi FLACE3.FiirIS =M1% -ED BY T.€ "ROTH OF THE BIhLtaa WXFS ARE MU -913 TiIROuGkTHE T XC BOTFQq PLATE WMA UrF MM 71 -IE EYEB X15 FASTR4ED trT-,0 FLLeTir=FiOL M ODC, rCRk 313' EARTH AMC -AOR AIM 5ACKn4 TtM EY€BOLT AtM ANCHORARE FASTEN'r'.O WVNk 5f2'BOCTe>:.Lip FR1T; S, 1F THE UWr 18 TO rE AT OC -m TO A ATE SLAB THE MALARl013 SEi of X27 S0CrAdi iE 6L48 ,RIXO 51i�MEf7 OP "iOL�va..A�rLOr-E�^+[�R3L1.1�K'Ri[h'rtA/.vrcai ORE.£ IrIFO COI+t�fE SLJ481 �13FF Rei ix3T.THE EYEBOLT LS FATeN TF6MUG11 THE aanDM ALO A( ,21 SLLJPSON -DIM iS P'L.ACED L4'l3LTL$ t WEDGEAr7G40rt A) -XZ RXTAN7 n". IT VJy� 2' WASF'.ER 15 [1597 T6 FASIHN THEEYEBOL7Ah[s SkfFffiON L7Jp TOQEPr1e3L GENI3 AL i4OTES f SPECIFLCA71OtNS FOR AUGER ACHORS i -DING -DING A[ ^ i 9rALL 9E- FK3ff1�`Tl'S d30H8L{ +c}e0i0tt sINR1FAGi'E7ftEt18�'YtCi7.E PA�OE� ANC2 HOR1VNDS GROUND PER LOCAL W6 CCOE.4 D UX-ATE S. EYESOLTS SHALL BE PLACED TH.RLX1Qi iii BOTTOM PLATE�AND FFLOORSrSTEF.L_TE ANCHORSvhC7e�tC+ PEAYfSt =7- Tabie 1 �kr�da Ube 2 RuanerSpadng a 13'-$ 1-10 S'-11' 8'-11 7 _ _4 _ Valuestam and at jDisttn corner of (2) 4xskids 13'-8' wide sh ds dove (4) sats of Wds, Tan6a3 'Suitt Fmftng Pad Specimg For S-rneb VA&d SW)cc QmrtAe 7iVide(QW�) Sttc#.� Il# End PadP'-06 _"- t _ r10r oa w 1_ Pad spariry La end L7 cexdgrarpad 2_ P;ids Aber %an endped ring Is c2s�370 c5nto:r 3_ Case ane mm4mtml for imed r nauxm x x -UX B 39k DKI; 1 xi x x7 rid width on Ammer •- Rased on 2,000 PSFSQR BQ ring Capsci-y(?,a00 P.4F€s typo Nouw- i. fiatlow or soyd � rnnorefe t�[ SxExIS)} yy be stacked on pads Cor hlgh 5Gts up to 4$' without Wwkkxting 2. ABS pad rGgWr Ed on i 1 '-8• W;de t"EsaLga only Table 4a Anchor Spacing ar Augur Type And -ors FarS'ingk Wkfa Sheds a Fl r ] Oi npx or s -1 Tabta4b Anchoring Spacing Or Au rT, ArKtw Forpoublo Wide Suds R 1 LL2d Vrzrm on runrlSr "Locmdm orard m9w or sfab anchor ' Anchor spadng Es cramplwc3a auger ori=x3` expeL> fon bufts- AbvH NOTES; LRNCJ'IOZ SPAClk0 MBASED ON AS=7t0 FOPACATE30Ezr 1 QiCLC EDeuXDUGExp. -C- 2- ALL MEASL.FMJSa A WNEARE CENTERTO CENTER OF k4r-- .;f73 a. THE LW4MUM ld11.LSERr1FAHrS-rOFtLS (41 ONE 0 FAC i CORHEi OF Std FORSHEDS L.E55 V LM4GKrlt-MN7HE RtNDdflzst .F- TH+EP 'd- EO'--'-OL3TANCE PDR EXPAMSIONBOLTS M 8 OAVA-TEFS OR S FO& A' cXP.5ushDf r BCY�7 S. ANCHCtzS StLA1L BE ON S30EWISE_t3 EfL'EPT yA{g.NTt-1E3Nm M PLACE NEY.TFO AN Ft' tsnb;G ErUi W,",aG, FN YHjC,-j CASE ANG TORS CAN BE PLACE trJ Et= WX-L AS AAs: P==S ETO SLOE SW,LL4, GENERAL NOTES, • f- ALL BUiLDELNGS FROM 0 SQ Fr. TO 720 SQ. FT- ARE EXEUFT FROM W ND -BORNE -DEBRIS IMPACT STANDARD PER FLOMDA ST -An rEs- 2. ALL BUILDINGS FROM 0 Sa FF TO 400 So. F.fr ARE FOR USEW n -H ONE ANL7 TWO FAMILY RFS0ENCE S AR.EEXEMf-T FROM DDDR RFKLJ-f REQUIRE£ apF 3 pM-FT E F8C• 3- ALL COMMERCIAL BLJM NGS AS WELL AS RESt6FNTLEJ_ BU LDiNGS 401 SQ- FT_ OR GREATER MUST COLIPLY WrTH THE (y4r DOOR H5AGHTAND THe M[PL AND N.AK WKITFE f�QiIII�E}Rr�¢liS. 4- ALL BUILDINGS 4W SQ. F'r: OR LESS W rri-i i-" DOOR HE1GHTARE ACGE=RES TO RESIDENTLAL STRUCTURES. 5_ -MIS PLAM Wls3 DESMED P84THE FBC AND THE FBCR 6- FASi'>_TNERS FM ROOF AND WALLS S1I L BESCarSi�kTR0GFVPU=-rALTO WM0 FASTENERS AND SHALL BE 9-15X t' OR EQUAL W11'(MJt4_)THREAD pe&-TRA770,'W-tl'P.) T_ Gz'l £ERS To BE INSTALLED Asti SITE ay OTHERS THROUGH LOCAL DESIGN L(7 LD REQLJIiREivlEhlTS FOR TETE 2014 FL0,RIDA € UILDING CODE I hereby certify L at I have reviewed these plans along wqh Sh bt]13ding materiais acid compo -rents used in the manufacturing of €ire Sheds- The rrratCTiai End Components eitfter have a Florida Product Approval as regLdrad by the FIcaida Busid-tng Commissson Ruje or were an?jyzed tss3rtg the Lft1 Stress Design_ An rnateriats and cnrslport .t3he 2014 Florida 8€tiTLfrlg Cade, the Flolidra i fan 1faf red BulldIngAct-a�Vbles, tr f}l,r ..=_ M-E,G for a category 'I: Enclosed BL& ing, Ensure -C" W[th a , (three second gust) []E551C2N MFTERtA LDING CA-tr-c-c 7F'! 1 fELOCrr y ISO RFPLd )ABLE 4 OF FLOORS 1 AXING NIA SURE Ct k3SLcICATTON ENCLOSED R00FHE7GHT 8.35 R. DESIGN PRESSUPE � FLOOR L NE LOAD 75 PSF FlOOR II' LOAN] 8 PSE. 4 ROOF LSJE i�4AF) � PSF ROOR DEAD LOAD 5 PSF INTERNAL PRESSURE CO£FFFCI2-1T of -01-=2 02-73-21112 02-27-2012 R3-13-2Qi2 02-2C-20,15 CGDE P.F P-fcss;_Ze ;if -3 33rr. _:, orfurdo. Fl. � G=S135).-D li=li[.?a C6 +3.,M" F. ;te�ry;i .Superior Sheds Inc. 6165SUSHwy 1 FT Pierce, FL 34982 Phone: 772-460-4600 10/12/2015 To: American Legion #318 8 x.10 Bungalow 5162599 Plus Tag — 48"x 80" Everlast Door 1 —Ridge Vent 3/4 inch tongue and groove deck 2" x 6" pressure treated floor joist at 24" on center. 4" x 4" pressure treated skids 76" side walls 24" on center trusses DCA Approval • This is the standard shed. The shed has a manufactured truss system. It is skinned with aluminum that has a baked on enamel finish. You may choose up to three colors. (Roof, body & trim) You may also have the shed built in one solid color. Delivery and setup are included. Level ground or a level slab is needed. The turnaround time is approximately two to three weeks. Permits are buyers' responsibility. Superior Sheds will provide engineered sealed prints and calculations. If you have any questions or would like to place an order, please feel free to call me. Thank You, " 361k c" Sales Agent 772-460-4600 SUPERIOR SDEDS DELIVER YREQUEST —INSTALL4TIONDETALLS Date Sales rep Shed location Customer Phone(h) (c) Install address C'sty Miles from lot Directions Shed size Style Sr.## Color Ramp Size Info Yard Placement Diagram: LOAD DOOR To: /CAB rax DIUVER PASSENGER MAX SIM sin Obstacles to install site? Fence Y -N, AC units Y -N, Trees Y -N, Overhang Y -N, Power Poles Y -N Power Lines Y -N, Septic Y N, Sprinklers Y -N, Gate Y -N width wide enough Y N Underground cable & waver lines marked and away from anchoring site Y -N, Crane in Y• -N Turning radius ok for shed in yard if required Y -N ether Customer wiii remove or sec-Ure ary to the above obstacles wi ich ',will, prohibit install before the delivery date Y -N, Descripft 4 95 i i '-= Pal[ '! yrn T_ ci8a-. t cagy '�' efe Dre damll Einv - --additional �r F s : app!/ zf deis�{e � c7evs' d'ruzw ,- d,- c `d si-I-a. if ;sial? 5:F '-_�-.'.i v'� 1-- LI F�i EL and ni~��v�aw� � ba -fora 3 �-Lti''�^l ___ ge-val -N u tra'3' ti 'iMount d Ie :;pori dali'lei j Fr 413 HOUJU BEFORE ID-E-TUPERYIF YOU FL4-,'v TO TREA T -THE A -RF -d- VAH4-GE CA USED BY OBSTACLES NOT v-