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HomeMy WebLinkAboutLetterle CE)n� PSI APPROVAL 201-5-06-02 _ �mp%I1 a et �1' k 9 r i'x4'bride- "1 5 )'• IR t(?la""Pd k tz pL pk*aeA Odra m,i had ma,ix[ S tierxR ldQ DT -012(112 .) ,. y ,�{`�'(p q, g e 7 (';< .- PJ SEFUP AND INSTALLATION OFSINGLEWBTESTED N... -B4 4V J.. IT'-E3�S>Y f L. 4� II�� L. aA Ldd I vu —4 n9 t.B(laDrHG tSRX91 Mi�WESIFDtLGiFMWSCH®GIE.Ia TSTG IL.GWF�YGYE}1FMTOPWN GG SG[tA9E (wird k-irgl. ) IrLdaar added— Q5 tartan gempe tlammlamd txlfiTONp1sE.FExCE PfmPERtYLXffi aTG oz -9 1:,:li f'1 T[NCd Tz9'a 2 e '¢?tAA ^d@.a tt�� WNcrt54-i-ehb Sfi6r Bssplkd dor ..bas fvrgera3e aaurs 3•=s(MTBR) CDDE RE49EW , n :q3 clpRTa9p1MEMD,NEIBBI6PDT6TNEGAGixii®F9TpgUB{9�TN£&NIIMG aMt QNWEN Q}T3•20 -L'0. 'J M1 f 9"kw x"e �'vtl )S � I16_ I P"id - � Yera6a daaraa mmecmr[te� rr°r x, ars .e 6Fanxo �TgEG.TtEanlee FrG STF�.mlrt>YSW lseaauarrwm>flauromoCxm.TrEt+]ME m Gr G2- 5 f L : i y��j'•° y�`q TT }'tj���9)^;�rinn inti my�- nes nre srR a ilEeN¢pep t56cvpomEpTG I£ot3 arm®Mn BHMd�, �O- 7e County, FL ."-I 1 J' L40C"1L1� _ TL'i •ID+!"t' ar MldvNm[ onam R-1. a1s4z SAFrE11THEANMpalFflu0RE 61GfJB/AEILdEO rolB1E4ETlEfbiACC[SP.1CW0. Vlkd1 S-0' L^exst Na' Evea f.31 a-NNKAFLACExapn'66lAtxLLRED aYTfl W1G1H GF-(llEa(AICaA1 H'%Eg nj£pNy}g)TIN(tnallTRr%! B6RGNPfATE Xf111A 1�•AWSiaR.wG'n1EEYE8G�T 1a iA5TB:E➢MrGPLACET£HQEa:aW iCRA]PENnN . - DOOR E htl T -r T -D' ANt Oeb9fm wasorns tnx�u . =4v.1 sa.s M"WIXi NIp BA�RLID.T¢CY[aQThVl Nlpltlt,WEFAS[ENEOINiHA R-%SBGLTNf1NUi. (eBG n[FID 2. 3,84 y YIDGy Xq+p�,� 6gla: n2b. S.IFTNE NQT,a TG6EATTJLFEGTOAIE6IAe TtEBWOMG ASSET OIIII£L9NCgfiE6l,tB Nq$ryplryEplF+ ulndoN apenf eweBaMlmde2ly TDiEVA A}rN%EBCPot1FFL Wmf ANNBrDRpRaLa((pCWCiEIEeflat i'GfF PIIJQar.iHE EYEBIX.T b'FISIFN END ELNATION WITH DOOR TWO SMD MODELS rwAsxeR B 11smTG FhsIERl IxEErErbLTsMFsp�TGpEn,�,GE.n }xz aGAT.wO rM wp1 . 'S'vrRs¢,t5TA-0B. USPISThia , 1'Y4rbridI,F* (wind bmd.9) ftv . a3 Wmae) (eprbrl) r hP eae we0 Plain b,adrr,eanap(lyp.)tm-Phboatd ISOMEFRICOFSHED Wmapm Simpem LsrA-10. UBP Stale: w. LSTA-18 Mtf.,tlFYa101d r x W okW B wn4{18d)nWk WALLANCHORDIFTAILS nts. —za ...4a-0'max la,ad,-I ,-.,,•... .......... e,.,t FLOORark: 1' r4r 9Yai A'x7 r,amglaGN1C10ir 3'$'v40eanda 18•oblalstepW lBWmd llxV 4 g+aeva µy4twrd w/ addnimal C z C Slmp6on SH 1A, USP RTS qb m equNWmllmm9ad W vary mnnetllm Imnwsn tloarjtlN CXCN,mer r x0'P.t PCM far d,.&aver 1Clnlmget �• 189 PNbo TYCbomm plem(Lyl,.) eI BId1M 4' x 4'domnoder 2'xa-,ntdernadar t x r bH96g(wmd b,adg) T x 4' ber6(Iyp.) 4• x4•tdndowhrader 2' %4' wndow as t X.4' T8GMpaon HS -24, USP Rra Cip (ryp)al suds vw0 andvdebSlS rmmWx,sM, )WS i' x 4' nnd9'M(wiM bradn9) END ELEVATION FOUR SMD MODEL a6sle: j' = r hr h(mnmtlen int W,atwr Sae erd elevedm vert, dAmr OUTSIDE THS I1Ir5, 5, iC,11'8', u 13a• 12 1 5 sea ercl, amu OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCAlEN.TS- CRPmeq TYPEI, It, mIJICONCRETEOR ASS PADS W/ BLOCKING AS REQUIRED SHED WITH SMD ATTACHED r0__ r=4.6n,d 'Y4'header Sin TP-35.USPNP3 wA (1(tw) MIN 0x4•�heeder AV L. 4 Nd'Went woragm) T` 4'3mh Cm w Sleb Iry aamr Lor I Coda 81m am1v r X 1T rw9ed X 1T EYEBOLT f 4ymSoll and ancNorbdfad i mged,Mw/j'xT boY incl � 2)T xTgeN.trad,a,s a entlj'rwr slab x Tbabw(2) V Tbt J?� -YSTa[tw'T3*T'•3'.[ R i7?F7Pi�cFT'� �'�III�Ii�IC� 6S 1£I'�ii!IFII[.if/i�vi4 iGL`i�fd'ifiQfiO RR'�iff+EfP��3;i i[+�iQB7Et36➢O )i Si�Eit:a:,710 ;i fi:�iPriEi�e Load wHN m nm,M Based m 2,000 PSFSaa Saarng Capacl AZM PSFIa W.) Nolen 1.1.1. addmnaaebtocbslexezl0 maybe smcFad anpeds frlighse5 up b46wldlam rautb,d°g ?. ABS ped re9anad on ll'S• 8133'$• ddrE'[P j SEE SIDE ELEVATION WITH DOORS AND - /a'pyinmd WINDOWS FOR INFORMATION NOT SHOWN Vlj't5'(400 WNft " SIDE ELEVATION — Forged Eyes Balt ora• T9Teaded Rad )tAmtlgeendvinla Atxdxx Spadrp Is etanplea: 90• atga m ]' X 3' aAyandm hdte _mss WINING DIAGRMI tonoab deb e[apemg (op0onal elecbk) - � N Q I srle nts J AY wfrn,9 sl�be me 1.AN(W)RW,SOW3591•¢n WAaCET-ta FGnAGTEO'JIIYf pKL0.9®81111DPq EAP, •C 2ALL °:m.-. ABOJEARE03RFATOCENI9tGFANph�16 L © cabb N9c 3tube Mtri,MCwrMTdnk encas�meltneml ' bees ' GF.1. ou8et i' x 4' nnd9'M(wiM bradn9) END ELEVATION FOUR SMD MODEL a6sle: j' = r hr h(mnmtlen int W,atwr Sae erd elevedm vert, dAmr OUTSIDE THS I1Ir5, 5, iC,11'8', u 13a• 12 1 5 sea ercl, amu OPTIONAL WOOD FRAME DOOR CONSTRUCTION SCAlEN.TS- CRPmeq TYPEI, It, mIJICONCRETEOR ASS PADS W/ BLOCKING AS REQUIRED SHED WITH SMD ATTACHED r0__ r=4.6n,d 'Y4'header Sin TP-35.USPNP3 wA (1(tw) MIN 0x4•�heeder AV L. 4 Nd'Went woragm) T` 4'3mh Cm w Sleb Iry aamr Lor I Coda 81m am1v r X 1T rw9ed X 1T EYEBOLT f 4ymSoll and ancNorbdfad i mged,Mw/j'xT boY incl � 2)T xTgeN.trad,a,s a entlj'rwr slab x Tbabw(2) V Tbt J?� -YSTa[tw'T3*T'•3'.[ R i7?F7Pi�cFT'� �'�III�Ii�IC� 6S 1£I'�ii!IFII[.if/i�vi4 iGL`i�fd'ifiQfiO RR'�iff+EfP��3;i i[+�iQB7Et36➢O )i Si�Eit:a:,710 ;i fi:�iPriEi�e Load wHN m nm,M Based m 2,000 PSFSaa Saarng Capacl AZM PSFIa W.) Nolen 1.1.1. addmnaaebtocbslexezl0 maybe smcFad anpeds frlighse5 up b46wldlam rautb,d°g ?. ABS ped re9anad on ll'S• 8133'$• ddrE'[P j *2 pL 2 x 4 frama(typ) - r xrYRume 9ahmaftetl .121Mx121M-m,yh amW vssherwiN}null aPerdr9 erNnPAe121K'allt2pA 1"x4'aiM brace (Iyp.)et VM.S01Y /a'pyinmd j�l Vlj't5'(400 WNft " an namM - 'nxelm afend sgrmsbb ezl,w — Forged Eyes Balt ora• T9Teaded Rad )tAmtlgeendvinla Atxdxx Spadrp Is etanplea: 90• atga m ]' X 3' aAyandm hdte 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC tonoab deb e[apemg ANGCRNDIFS.' Canmele filen byatltas (pmbEle t) 1.AN(W)RW,SOW3591•¢n WAaCET-ta FGnAGTEO'JIIYf pKL0.9®81111DPq EAP, •C 2ALL °:m.-. ABOJEARE03RFATOCENI9tGFANph�16 Codes Sµmcdil.arn 1j'mlrt--I—•y Mtri,MCwrMTdnk MAXIMULNW NWB9t CF/NOIOR L4t4S nNE4EN]1 C11PoEACFSIff-0FUi °J1®elE59 WlENtM M4<lME ' bok N,augnrxi' 4. DIENadWY®GEbRTAtYEFgROYAN4W ad]55aeWETOt5OB4f8tA iFmM9nN aGLT. 6N1rlRYiS T,HAILBEW91[EwNLS E.H:f3I WMROVENT DETAILS rz4'bv60:n plat9 aBledb Wt1E)I TIERm9P1ACE I�YTTOAN EYbl1NGaUlILINGWnM1Uf G9E AMt10RS G49EKNZQR H10 WNLA9 CAG3EASN99191•ETG 9NE WA148 egairslcd(IyP)Asa --aeewall anchwd0sl6 Tx8• .L n9a0 p V' Io9e1 w1j'xrand(2) for=necdm GENERAL NOTES: Shed WTrh Flmr Reowva MMuadN Corcxme a®19: t }•=1'-0• .1- ALL BUILDWW FROM O SQ Fr. TO no SO. FT, ARE EXEMPT FROM WNNOBORNE-DEBRIS IMPACT STANDARII PFR R nMM WATT MT *2 pL 2 x 4 frama(typ) - r xrYRume 9ahmaftetl .121Mx121M-m,yh amW vssherwiN}null aPerdr9 erNnPAe121K'allt2pA 1"x4'aiM brace (Iyp.)et z /a'pyinmd j�l Tommmers BE IN T LL T. GUTTERSro BE INSTALLED ON SITE BY DRIERS THROUGH LOCALCODES. DRI OUGH LOCALCODE THROUGH — Forged Eyes Balt ora• T9Teaded Rad SHED DESIGN LOAD REQUIREMENTS FOR THEN — ;•coapray lr lReA�xcanSxLavN 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC 2x8 p.t aldardl I�(C(tt(/)t�'/_ L' z4• bGmm plate • have a Florida Product Approval as required by the Florida BWdng Rue j9�H3} I'T8G pkt-,d 16'm24' ' 2014 Florida Budding Code, the Florida Manufactured BLri)d-ng Act and1R1t1Bs , daie S Patin HS -24, USP HS -24 CSPw IT WMROVENT DETAILS ayabolLaM antlmrbolNN1 egairslcd(IyP)Asa --aeewall anchwd0sl6 aria: l'=t'$' Io9e1 w1j'xrand(2) for=necdm r x r aero. waN,msm,d -- }" int - r a momms,ma :.mAn,s.d 1'xT l x.131 Nenud 2 rxr t..a.0 x.l lfd 4 e.h aaermae.. liner en .' mwt e r x mlvax f trmew mums X m x.1 z.t r sMY meRi avrnt py..Iww nue aaa Sup rx 3. 4. TLG pbjbowd scar_ nss. (three second gust) G� > W I ., DESIGN PRESSURE '°' noDF:- W FLOOR LIVE LOAD 75. PEP DESIGN CRITERIA RWFRDEAD ADLOAD aPS _ VPmH9GHT ATEGORY- 1 -- ROORDF:WLOAD PSF GER ANCHOR YPE ACCESSORYSTRUCTURE INTERNAL PRESSURE COFFFIGI@!TTIONTWE Ckrspedn9 CCfTY 180 MPHEq OF FLOORS 1 NIA CLASSIFICATION ENCLOSED ,,fid 9958. .., U, 2qt] sa Q Ue QW1 U z 0 U 0 FOR ROOF SSHALLeE5CA VXTiD FASTENERS STIENERSHALL EQUALND AND BE PENETGRIPMETPLTO AND SHALL BE EQUAL WI t•(Y HR TYCafde rWl BE IN T LL T. GUTTERSro BE INSTALLED ON SITE BY DRIERS THROUGH LOCALCODES. DRI OUGH LOCALCODE THROUGH — Forged Eyes Balt ora• T9Teaded Rad SHED DESIGN LOAD REQUIREMENTS FOR THEN — ;•coapray lr lReA�xcanSxLavN 2014 FBC-5th Edition, 2011 NEC, 2014 FFPC sal 1 hetetry certify that 1 have reviewed these plans along with all budding materiels and IT Fmgm EyrdwA components used in the manufacturing of the sheds The material and components either have a Florida Product Approval as required by the Florida BWdng Rue j9�H3} 3a• HNMrmA+Mmr or were analyzed using the M& Stress Design. All materials and cumponelris W i'the ' 2014 Florida Budding Code, the Florida Manufactured BLri)d-ng Act and1R1t1Bs , daie N.E.C_ for a Category 1: Enclosed Building, EY4=ure °C', with a YAleg4v scar_ nss. (three second gust) G� > W I ., DESIGN PRESSURE '°' noDF:- W FLOOR LIVE LOAD 75. PEP DESIGN CRITERIA RWFRDEAD ADLOAD aPS _ VPmH9GHT ATEGORY- 1 -- ROORDF:WLOAD PSF GER ANCHOR YPE ACCESSORYSTRUCTURE INTERNAL PRESSURE COFFFIGI@!TTIONTWE Ckrspedn9 CCfTY 180 MPHEq OF FLOORS 1 NIA CLASSIFICATION ENCLOSED ,,fid 9958. .., U, 2qt] sa Q Ue QW1 U z 0 U 0