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HomeMy WebLinkAboutProduct Approval TABLE 2A- 165D/17DC TABLE 2B - 140C 30'AUGER ANCHOR SPACING 30'AUGER ANCHOR SPACING /JI ua_m�rminSm,�Bai eiir A i�m'x,rmue vlamxdee, Y:>da.•m-sA,rz ,.¢m-nn�ofR`xAr"mreu"mw�wQ:°Arzm1w1�'X-unID'Lsmw�a ex�D(,l.loYamxNtmitrewmy»ee: oos+.o`�1),�oY�dssmw(rRmw 1n 1L1:wd m rvw rl.mmw[ownaminn)ms, Tw[mm'I d,w�t�ttU�('T/rm r+wTN.iP�R[o¢R5rz TTwPEx]AdNG�ciYE)n'a T o raP[�R�ameRRr/tsmp a 5Hm 0WS-D(H=0YAIDYSUnAANR SHED WoRDlTHSHEWDTH 76-. O ' UPTo16'-c0'uOAnCSSOb1Pe0YAA''a_Dc-CNw0N0D•' ' 16-1'TO 21-1 20r-l' 24! ' TABLE 1A 120C 1-0 mCR TABLE 2C - 120C 30'AUGER ANCHOR SPACING SHED WIDTH 24'-0' 6'-0 7W TYPICAL UP TO 24'-0' t0'-0' 20-0' y-0 U764 ' mE CODE `o" _.. rm°��S'Ritl1 Yraeercr 16'-0' 7-6' wDrsu MAooi w RiRRo eaQ Rem srin 14'-0• 6-0' -mw RnoP nro,ww m n d r RDD d m m n d e emL w im 12'-0' r-s low l,s:naa YdmmR - DwwAn ..rr.m u ams to'-0' tG-6' om¢•1:rxw Rmnv(A®w modL mru vmo w..0 Pur A eai w va rYN omwDw m m w mRR> -1wA Rdr,me® umw n In d c A. a wom Nn1 r RLaaA __ pre O7 1mMe•was Ynw irA Yam.r wd wow 6'-0' tYd ,sme ue wo nd°' a�e Me a°mmMl- a w TABLE 1B - 140C ••.., .'-':. r vr.Rom ORING CONCRETEMemwa rmindN va¢ Ha!ragrtrt oY �Yrz w YRN v� SNm'MOTH �ANGOR 24'-0' ap' R—Ml„ 20'-0• 51-0' RN .EA —N IOATC 8T e W M -mRp Rlw lune neo 16'-0' sem' ® ® Y® Yn NNr M na(mRwmads wlw e� •mit"..i�sn la a�mR t4•-0• 6d vwu Rv¢Atom ed r u D"'� t• i.r m0 n iz�ar n® Dari`.nT w N+w mit o�aluN m m d woaoy vSquN n m a ouDROA 12'_0• Y-C •® �mml R/r.arwm won 1p•_0• B'-6' W. nv(smo w mma,c T` � ema.wmrmsrtaad 1OOf�s""'s R'-o' Ir-o' a/It/Is 1 .•DaadR o:,.mm.moo'mu`smurz a•W�rwt o.�a r-°'Y"s TABLE IC-165D/175C ANCHORING G CO CREIE H uow mr ) 'm nd r ed w Im m n d r Raa w m n`' *ow an• rte;'wM Ew.1R[RS mw..,.mnem � (o.+..,.mums �'"'� "" ( 4'dIrvw A Rama D'aEtuA m m d mr>. Vi e. o>awcav n m d Ydwmi D"4(wrwDar.ev wtluomit W• y-0•Da»o.•ma,a„s w avYmr a.rw, muEf-W9.TMrc liD am °e0tUd aTIE-DOWN DETAILS 12-1 � _z SPAwIc 4 o[vdm AS PCP ASL£-]. It t. ALL summits Al¢ceAm-io-cwm+. - O ¢ANCIMAN SaA3 70 s VDAINY �� •IYlY4®R1ELL rtDEN.L�S.WCA WS-mI-K TP[-i�RNmI-&LPMC-1. IC-DDR11 sfWPS D(1 wBIE.WD WWRCRAC xl.®WACE ro HM..n!to WWYUY UIIIYAIE HP.ICIIT(xs90 18.,dJ. _ ALL UlRM AR09AS 51mL lux A WWI, I,:.�D l 1 WAPir. 1/5/18 6 nRIN ANOCRS IOWfD AT FILX CORMR,W1DIW IR TROY Em(.IDamIW PFA BV¢MCI./1m SY.IceD/S PER iMIE]AB,c pEPDIDIh DN 91Dt 1flDd,SM91 SPEID.w0 WDSIIRL NNRIR9 NUf t¢IDtD DN FNOS U R. WIfAOC NAImB TO PAx AA WMYUY W.N1W&NATO IMl IAOYIINiDARNDLE0C�0l�CWIm�ALiD.EiPO51aE. Q 4 IDMWY SDl DFAMND WAOR a a.0m PRF Om) FARRI AAGDI6 Ald cONCRnE wdws WT R[[USED W WWIMCIION PRQMEfl MV M YLE Wf01W SPAWID a NLLCRm i0N VOI.—RTYPE Q. 1¢DOMO¢IC BLODa c111 0L DPIIDNNSY WPED CRM APSgdFD ADS CM DdJmS(nrvfA IfDgmnR n¢YDDFL/DIrt91.OfIfID 011[DNIAIFHI) tI.NWlO'A RR SnL NRRIC ROO6 Nti411R7 VAT B[SuwiD d PADR FDR MG 5[15 b TD b•CRIwrt RfdFaRax¢ F YalusR T.9il0eN PL In Her1eR Ilwnu wfWR AeeL AP-1 OF 1 Fi-A. .1,14-wufactwt�j Ruilding Pragcarn I&A0 Nofth monr-xstrw Businq*��,.- StAe WA Professional T,-Us assee, Roods 32399-0772 1 latik"I'l Phone 850 07 1824. Fax.W 414 8436 Ken Lawson,Secretary Rick Scott,Governor August 22, 2016 Robert Moore Lark Builders, Inc. P.O.Drawer 629 Vidalia,GA 30475 RE: Manufacturer Certiflcatlon,ID MFT-114; Expiration Date:August 22, 2019 Dear Robert Moore It Is my pleasure to inform you that Lark Builders, Inc., located at 409 DIXON STREET, P 0 DRAWER 629, VIDALIA, GA 30475, has been approved under-the Manufactured Buildings Program, as provided for under Chapter 553, Part 1, Florida Statutes, to manufacture Factory Built Schools, Storage Sheds, Manufactured Buildings for Installation in Florida. Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans In accordance with the current Florida Building Code. Your Third Party Agency Is a contractor for the Department and has statutory authority and responsibilities that must be met to maintain approved status.You may expect and demand quality plans review and Inspections. Each Code change will make your plans obsolete until they have been reviewed, approved and Indicated [on the cover page of the plans] for compliance with the Code by your Third Party Agency for plans review. Please ensure that your pians are In compliance and are properly posted on our website. All site-related Installation Issues are subject to the local authority having jurisdiction. The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access to your manufacturing facility and records to remain In compliance with the rules and regulations of this program. Your certification Is approved for three years from this date. You will receive a renewal notice by Email generated by the.5CIS (www,florldabyllolnci,or- ) for,online renewal. if you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at www.fIorldabulIdInQ.orQ to see valuable Information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries 4a Intertek-P51 Tel +1407.304.5560 Ln te � im, ® 1748 33"Street Fax+1407.304.5561 Orlando,Florida 32839 intertek.com FL Engineering Business#3684 psiusa.com November 14, 2017 Mr. Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 2601 Blair Stone Road, Building C Tallahassee, Florida 32399-0772 RE: Plan Approval: Residential Lawn Storage Shed Manufacturer: Lark Builders Plan Number: 42325 Dear Mr. Campbell, Pursuant to the requirements of the Florida Department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code, 6t" Edition 2014 NEC These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file in the Third Party Agency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currently approved by the Department of Business and Professional Regulations. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Respectfully submitted, 'l Victor C. Martin, PE (FL) Richard Olds, ICC #5107840, SMP-45 Department Manager Plans Examiner Building Science Solutions Building Science Solutions Copy to: Ms. Berri Howard, Lark Builders berri(a_larkbuilders.com r T'ta, PSI APPROVAL 2017-11-14 CODE REVIEW , PnbatlOntl SeMtD lnPuevsw ��/•�� PMne RanrN R:nara OMs ROOF SHEATHING OPTIONS: ICC PSLO}9a0 PL°flNP'"s 15 — BOX RIB ALUMINUM DESIGN PRESSURES a, e;°.A; "'"" — 29 GAUGE STEEL AG PANEL — STANDING SEAM STEEL ROOF +27.8/-94.7 — ASPHALT SHIGLES WALLS/DOORS/WINDOWS +32.5/-29.2 FADE INFORMATION caK v[Rsox 50'-0" MAXIMUM BUILDING LENGTH — 30'-0" MAX FOR VAULTED ROOF aJUDNGLDwc TOE CONSTRDCDON TYPE NRC IROTECI.N rwE suvvREssaN ssTEM occ.p", uLdraar NUMRCR or Slants A SIC U.SPEED EIPOSURE VAULTED VAULTED ENCLOSURE [xcLosm SLOPE SLOPE INTE.-PRESSURE CO-CIEM RoW DCLD LOAD AW LVE Ud EDry Ds DDDD Pwn-D Q !LOOK DEM LOM sDRsr RWR M LOM -R•RniwD 01-U.S.RAOR,RDW W. MODULES PER WILNME NORRf NE PNIEC70N USAGE W STANDARD WR—E SNELIER YSLOE ho i SLOPE SOOME FOOTMCDO REVISIONS }L 2. Q REV DESCRIPTON I DATE I BY 00 STA DARD RIDG o MB 1 3.5" 20GA. 7/12/17 Lo METAL FRAMI Lo © 24" O.C. X. "/A STANDARDaI. Q SLOPE M` LB–S–LBE J ,�rwiRw ne.s v n5t Ia.L END WA TRUSS END WA TRUSS R,e� LJ QKLA Dw nr LJ m f6CNxaRwccreLL.I�alm.csllM,...E•aD P.mxuna.0°im o-c-.'Iro no-nRfl,`aisa�.a W U) DDDRs m m•mI 1 we 1/ 0 ``����W T 1— DS OPTIONAL PORCH-4' OR 6'-- RAFTERS ARE IN—LINE WITH WALL STUDS g `� ROOF FRAMING PLAN FOR CONTINUOUS LOAD TRANSFER PATH J ��� .:' �\GENSD, ly�i ��:• STATE OF D S,<)<1'... Fl 0R10P L, M011Dew T.BDldvi,P.E. O FlDrldo License 064608 t SnDeI: FBPR-1 OF 7 %' tel PSI APPROVAL 2017-11-14 R ODE CEVIEW Lar CODE RE DaM<OlndvsWs4 ' t--;, f iDD JDEd9baM OI^endq fMNdP JSD]9 RaHev Rr[D.N OWa ICC vlIDi&D .1'��. FL�sMvs.sNiae ATTACH ROOF FRAMING TO TOP PLATE OF WALL FRAMING LslzW023De'R R<]Dv WITH BUILDER 10-16X1 TEKS _ PANHEAD SCREWS WITH #3 DRILL _ POINT AT 6 O.C. CODE INFORMATION CODE vCRSW -------- ____- aNNUfDCivRER vJ[0n0m;aC� IME PMEC70M __ ____ _ CDNSiPUCCON ttPE a'-0 EIRE SUPPRESWN SYSTEM 2.5"x.5" CORRUGATED ROOF PANELS °cE.—I 3.5"-20GA METAL COLLAR TIE 4'-0" DILMABLE NVMDER Df VERIEs LONG ATTACHED WITH (2) #10 SELF FASTENED WITH .25"-14x.75" HWH SEE ROOF FRAMING _ DRILLING GRABBAR SCREWS EACH SIDE TRAXX/1 AT 6" O.C. SCHEDULE FOR RAFTER AND EXK$URE svEED �� BRACING SPACING recLowaE WfERWA PR—COUMIEW IMPdtfuD:E FrLfOR ROM D[DD a ROOF CK EMD foRE df JDDe MED tow 3.5-20GA METAL STUDS R00R DDD 10"D RDOR LPiC lMD SPACED AT 24" O.0 MAX. •R•W11C DE—S.EEaOR,RDDE w.� MODULES PER WLNW MI1RUUEPRO]EC1WN IIS.CC NURINMNE SNELSER US E SEE ROOF FRAMING SCWtE FOO-Em SCHEDULE FOR RAFTER AND REVISIONS ' BRACING SPACING REV I DESCRIPTON DATE I BY OVERHANG OPTION DETAIL 3.5"-20GA METAL STUDS, - SPACED AT 24" O.0 MAX. x Dro"n Bf: MTB 3 3.5" BRACE AT 3-0" Dme: ABOVE FINISHED FLOOR. 7/17/17 o ATTACH TO EACH STUD W/(2) #10 N� N/A SELF DRILLING GRABBER SCREWS, .—f: `a (1) INTO EACH FLANGE LB-S-EBL n..s.RE.oi Pwf v f�w..sn.•o rE SHEATHING FASTENED W/ W �eEeF.sE r.uun.s #8x1.5" GRABBER SCREW (OR ATTACH ROOF FRAMING TO > EQUAL) AT 6" O.C. TOP PLATE OF WALL FRAMING Q WITH BUILDER 10-16X1 TEKS LLJ M.nM.I sxEDDxvs E10mrr�' PANHEAD SCREWS WITH #3 DRILLf0°'';na':`n`oo°. ..a uss POINT AT 6" O.C. O X — ; .x.cf M M _ GO � V-0 M, Lu _ aJO°vc,iwu --_ tea w.En'�`'`.M:�f iaessve•x VARIES. 6'-0" TO 13'-B" SEE ROOF FRAMING 0- %�%%%% FRAME SECTION SCHEDULE BRACINO SPACINGFOR RAFTER AND Q \\\\���W'T'•••...... W11GENS , F• •.!y/i WI i 1n 3.5-20GA METAL STUDS SPACED AT 24" O.0 _�Zl Q� MA%. (n STATE OF CV` i.i OVERHANG OPTION DETAIL M.h- .BDIE«i,P.E. Flor;dl License 64608 C) SNeef: FBPR-2 OF 7 b� PSI APPROVAL 2017-11-14 CO OE REVIEW P haal tl9aMce lnOve°iea PIan�Ra„ivd.—19 9MP�S SM4]9 RUR]",9 Oe p.un2391APF LYM"r 7 Marlin LS PE aeras,3 PE f.zsn sUcx auazas CODE INFORMATION WALL SHEATHING OPTIONS: EDDC vERSd — BOX RIB ALUMINUM MLNUEACIDRER wa aa�°e9�C — TWIN RIB ALUMINUM 8 °NG1PC mMSTR,KroM TYPE — DUTCH LAPSIDING ALUMINUM fIRE PR°TECTUM DUTCH LAPSIDING STEEL SIDING FIRE SUPPRESWN SrS,EM SECURED WITH °°0P^�• 29 GAUGE STEEL AG PANEL (RUN ANY DIRECTION) D.NBE NUMBER or MONIES (2)H3 OR EQUAL — �” SPEm T-111 WOOD SIDINGDa� — HARDIE PANEL STUCCO AND T-111 SIDING DOUBLE 3.5" 20GA. — HARDIE BOARD SIDING3.5" 20GA. STEEL x1MPEaRRTu4CRCSSLW fPLTOR DOCCFUYEN, 0 8 STEEL TOP PLATE — POLYCARBONATE GREENHOUSE PANELS TOP PLATE P0°'°FA° " L" RW LM LOAD M Lob END WALL FLOOR DEAD LOAD FLOOR LavE LOAD MODULES R LALDI HOOK.Roar rv.� MooutEs PER BLnLOIxc ,URR—PRDIEC,UN—E MO HUIR——A USAGE SOLXRE FOOTAGE REVISIONS 1 R ss REV I DESCRIPTON DATE BY 4x4 P.T. POST 3.5" GA. STEE BRACE W (2) / // // / // / #10 SE1.1 TAPPINC SCREWS EACH / / / / °tonBj MB E (1 INTO EACH F GE) / / / / / °Oe 7/12/17 / N/A / / x LB-S-LBE � ti LLJ - PvoK llL aiuu,RM fl. X o „m am Dtalar,DncRs]rau END WALL m. 'm--.. .�. �eaaRD��.r„ssreacwramL �s 1„n.tt.00 arc M 3.5” 2DGA. STEEL O (2)MITEK OR ALPINE .5" 20GA STEEL SOLE PLATE N LRn Lirt•m SrbvGr 10 L55]N] 3r'x5" OR EQUAL STU @24' MAX. FLOOR FRAMING Q w %%�Ew..T.:..eq <�i4% f- --4'&6' OPTIONAL PORC 50'-0" MAX. STANDARD WALL DETAIL r f f :u_ 0 ��i• STATE OF (V` 19 Q M011h..T.Bole.ln P.E. LLJ Florao 1.'—#64608 Ln Sh— FBPR-3 OF 7 �TaR;d PSI APPROVAL 2017-11-14 COOS RENEW vmr.D.roP.(s.mr.rodRRD(e. rTDD.Unl9vecl . OURnd4 FbddP JRDJ9 � . ICCa41piB,pRi:nRMQMs LS Ft.FCCOO W SMI.T3 w"T" nal Carin .M FL P6 aD+] PE a,3pf SU',O^C N07,]6 ROOF PANELS FS ENED NRH.]5"-1...75"mm ROOF PANCL'Fn61[NED CODE INFORMATION iRAFR/1 AT 6"O.C. RIM IRa.>S" /1 '(tea myp TRA[D/1 AT 6"D.C. COOL TURF 1R wxufAC1URCR IAMlu¢OI. 5� 1 Sy BU4DWG 1TPE WNSTR—It.TrPE FIRE PROTECTION FIRE SUPRRESWN—Tr" NONE occ—cr NLON M NUMBER OF STORIES BASIC N-SPEED .— [NPOSURE LNClDSUR[ uROVxN PRCSSLNE COETFICIENI 35"BRKE AT 3'-0" 3.5"-ROW ua.BRNC.G, ].5"BRKE AT 3'-0" 3.5"-ROW YCC4 BRKIxG, RDPOR(ANCE—a ABOVC F1xNIED f100R. ATIA[n[Kn[ND 10 STI105 n/(Z) ABOVE r—.ROOR. AIiKH CKX END 10 STUDS H/(R) ��DGD LOAD ATTK.TO[KX'IUD N/IR)/10 /10 SCR[M,(1)W.CIL.FW E ATTKH TO CACH SND N/(3)/10 Mr ORRIwG GMBBCR YRCN3 SELF DRu GRABBER SCREHS. /10 SCREWS,(1)INTO FAC.Flµf; ROOF lK LW (I)DID W.M E (1)INTO 1.1. lt� FLOOR DIM LOAD n w FLOOR LK LOAD •R•RITwc OF NNLS FLOOR.ROOF WA NODULES RER BORNNG NURRCANE PROTECTION UWG[ HURR SHELTER USAGC SOUARE FOOTAGE REVISIONS 71 REV DESCRIPTON DATE BY F- YAR'..V-0" END WALL FRAMING OPTION END WALL FRAMING OPTION El, MTB 7/12/17 ROOF PAKLS FS ED Scale ROTH.29 1N..T5"NNISROOF PIUIELS GSIENED N/A I~A7 6"O.C. / iRAR./1 AT 6"D.C. aa,IR: 511 9 1R / LB-S-LBE R —TON Not PNI IR I. '—pa I"'"mI F�•o1Y iia� LacL...,c«L Q _ ,«pPLA wFwaNIOx w oR mC,Rurnpx w PC FT s",nt[n u m N. INN;.D`KFIORDxR wm 3.5"BRKC AT 3'-D" -0"VAI 3.5"-]OW MGC BRKING. 3.5"BRKE AT 21 '-0"YAE 35"-IOW—BRKMG, OF ABOVE fW51E0 FLOOR, —C.GCH CND TO STUD'H/(R) ABOVE FRMIIED FLOOR, ATKN FAO,END TD ZTUDS n/(2) MCORyH[[.mrt'nNIB[ ODtl. ewOP46 iM,AI¢,00 APKX 10 GCN STUD N/(Z)/10 /,0 WRENS,(1)INTO WH FGNGC AITKH TO GCH SR1D A/(1)/10 RIO st'a •(1)M0 W.FGNGE IN SELF DRILLING GRABBER SCRENS. 3 'ELF DRIiwG GGBBCR 5<RENS. J� w (1)IMO M.MICE e10C (1)0110 WH FL—E 3 NOTt Tme BRAC.IrY_.5NiOf "T Mn KF'e0 Avo.m,x N[m d, c TIBOTN eC N�ORNERI N c(ROTN cI NRI N _ apHl��� Q (�4 MMIC,AMRPas .s2 wl I¢ p f . JJ, J pMR pR``` IOD fig 71 - LU %CENS,, (n .r i NARES,6'-0'10 11'-B"� 4VARIES.6'-D"TO 13'-B"— END WALL FRAMING OPTION END WALL FRAMING OPTION 0 % STATE OF / S •................: Q �i►1Nii���� MOIL XeN T.Baldwin P.E. Q Fl.,id.Lipense 64608 � z ShOOI: FBPR-4 OF 7 w SKID RUNNER SPACING* PSI APPROVAL 2017-11-14 CODE REVIEW UNDER 30• LENGTH ' IF ff ProNaYonel3oMFr/nOusDila ,,C' 1T<B JJFd Sbe¢t ' o°..,dn Pron°a ueas SHED WIDTH A B Pena Retirvv RanaN OOa ICCrlI0Iaa0 Lsuccc vuoia n° 6'_0" 15" 42" EtawA* n,ReF .n,� FS Pf eaJ�O 6PE raEOii N 18" 60" WIDTH JOIST SIZE' 10'-0" 18 84" 6'-0" 2"x4" CODE INFORMATION TO 11'-8" 2"x6" E.T; 24" 84" > 11'-8" 2"xB" V NUFACIm rce RUn°wc TYPE 1 1•-8'• 28" 84" CONSiRMPON TYPE - *NOTE: JOISTS CAN BE EITHER #2 S.Y.P. OR 18 GAGE FIRE PROTECTION DE 13'-0'r 36" 84" STEEL CHANNELS. THE STEEL CHANNEL ACTUAL DECUSµPPREsvoxssEM NOS DIMENSIONS MATCH THE WOOD ACTUAL DIMENSIONS AND w dw E NUMDER or STORES 40" 84" 6 C HIND SPEED Ba.N ARE INTERCHANGEABLE. EXPOSURE ENCLOSURE •VALUES ARE FROM END OF JOIST *FLOOR SHEATHING SECURED WITH 2g�°X0.113" IWERI. PRESSURE COEFFICIENT CENTERS OF SKIDS ONLY. TO IMPORTNNCE-R NAIL (OR EQUAL) @ 6"O.C. MAX Poor DELD LOw -50'-0" MAX. ROOF LM LO,D mFsr OR!mP w.n LwD 16 O.C. TYP. FLOOR DUD Low FLOOR WE LOw -R•WNG OF BALLS.FLOOR.ROOF W. MODULES PER TWILONC nR,C PROTECTION USwE NURFAFS SNELIER-E SE—E I.—D REVISIONS i Q REVI DESCRIPTON DATE BY °""R" MTB oma: 7/t2/17 mr. N/A rxlF. LB–S–LBE x .w uL mix 14 1..,COrb[,ald W 0� aFOR W mnOaenw wor� N0°1O"r Fn. X O R DRPF M dID•u[Ran FRC,006L,�RUD S TFL,UU wP'R R mRN".inFLo°"r.ra D.- ".ro.im'i"`x.1-1 a i@ ` io ess 2 or (n :Oo'RD'N,:L.w sL�R.a Q aaDRR DR o,NL`1111 wn 11/// J \N T. �� �� •.... ....ql W •• \CENSE• W . < L—] Q•i• ////SSSnE.LLeetts i N cS• jlp' H i�! STATE OF 40 0 ' "t 0 R to P /• l z`. P.T SIDE RAIL TO MATCH L P.T L JOIST SIZE, SCHEDULE FOR R SIZES S.Y.P.x#2S SKIDS 2 OR (2) P.T. 2x6 OPT ONAR 6'-0" J ''''/�.O" 1.11�`` ORCH III Ma11he T.BDld.in P.E. 2 SKID FLOOR FRAMING PLAN o "°"°°"""" 6°ROB Shat: FBPR-5 OF 7 r1 PSI APPROVAL 2017-11-14 COOS.-RREVIEW — PrtsbaRiorwl °sVW Pa:wa.32owE..R v«ae,mu.o -11 RC Mervn LOU L FE 02379.-,R PD E 0.201eai0ii SJ_2 Rbr�J6 OATTACK CODE INFORMATION rOR (2)SIMPSON NOTCH Roof VERsuRCH JOISTmRSTRUMnN'RE PRETECTROMWITH A�x4'• FIRE SUPPRESSION SYSTEM Hua LAG SCRH-3 OCCUPRNRT MM E At1pL/BLE NUMBER or sioRRs (OR EQUAL) AT EACH CROSSING ssc mRo Sam ,mm,. ExPOSURE 12" LAP SPLICE FASTENED WITH (6)56"x4" ECLOSURE "°°m LAG SCREWS ON INSIDE. (3)56"x4" LAG UMP c ncr�aR coE roE n ms a.ie SCREWS ON OUTSIDE (9 TOTAL) JOIST TO SKID Eo.—U- 0 «� ROM LM LMD CONNECTION - t -S.r<ooR.Roof W, MODULES PER BULDU RURRrwNE PROTECTION I E RURRiGRE SHELTER USWE SOLLu+E F—E 4"x6" P.T. SKID SPLICE REVISIONS OR LESS REV DESCRIPTON DATE BY WALL SHEATHING 3.5" 20GA. STEEL STUDS 024"O.C. aro MPTB omR: 7/71/17 Sa: N/A eaei/: LS–S–LBE 3.5" 20GA. STEEL �Z SOLE PLATE SECURED " M.-I°"'�P'""p"°RP` WITH 56"x4" LAG FLOOR SHEATHING a 6 URM SCREWS @16"O.C. FLOOR JOIST > „L > SRL EEe%�+.'n[zn as Q LJ o miMlEn u-sn<n mKa TKa ur.L is ER m.s"EOERE To Moi TK MMMUM s,z.c.,D.° X `L—M,.RM.mRc e N.�DRD,KL.nM RLMMRo rRR wnwR MMMTaM.RM.naR..�,o,uss ¢"°iRs1O1.nR`n°"°sr`.°m1ORm OF 1.m:K 1.5 r --------------------- ED=D] ..MfBG.ccaRva.aM lec,Dm,.,.eVRowcs,HN.RL.m SENCO K28 (OR EQUAL) NAILS. TWO I K w �o-L.`m�1 u°`OURU.R.-Orr"" ,.._lr l I • r&m" sun suiu,L aRmna u.M • ROWS 1.5" FROM THE EDGE, @ 72" W nR..cL mRMcsoiriRi:LRi RUR.c TK Rar.MM n O.C., STAGGER ROWS 6 ---- --------------- LA Imo,0'1. . .M s�.e,m TE. w,awwD ra..Ro-s 3-x6" SPLICE PLATE FASTENED WITH 2"z4" BLOCKING BETWEEN SKIDS 2X BLOCKING BETWEEN SKIDS AT O BOTH ENDS SECURED TO END JOIST Q DRN °Rai „R (5)-SENCO K28 (OR EQUAL) NAILS UNDER DOUBLE END JOIST \\\ W T EACH SIDE SECURED WITH 3 0.720"z3" WITH (3) 0.120"x3" NAILS @12"O.C. `\\ ��,..•••••••••..,•q� /ice ( ) EACH SIDE STAGGERED J ��\�:'' IOENS �i NAILS @12"O.C. STAGGERED L'i F ••.:lyi LJ (2) 2 "x6" P.T. SKID WALL TO FLOOR SPLICE/SECURING CONNECTION DETAIL -1 i1.ce :• STATE OF 4c,Z` J G \ Ld '"///TIN I I CC Matthew T.Baldwin P.E. 0 Florido License 164608 0 L, 5heeE= FBPR-6 OF 7 ps?.i=p%a - - ELECTRICAL NOTES: - CODE REVIEW PmfasLonY 9,Mte lndusble, 1.ALL WIRE TO BE #12 THHN SOLID COPPER WITH GROUND. WIRING PROTECTED BY NEC 2014 EDITION. f'IJ JJro 90RM onR,dn Prod.31e11 2.FIXTURE LOCATION AND TYPE MAY VARY - P,"L—1 R11.1 Du, 3.PLASTIC OR METAL "NEW WORK" OUTLET BOXES 4.20A GFCI OUTLETS 5.ALL RECEPTACLES TO BE AT 12"-16" A.F.G.; MAXIMUM B RECEPTACLES. 6.ALL SWITCHES TO BE AT 48"-52" A.F.G. 7.FLUORESCENT & LED LIGHTS MAY SUBSTITUTE FOR INCANDESCENT LIGHTING B.ALL OUTLETS TO BE GFCI CODE INFORWITION 9.THE MAIN ELECTRICAL PANEL, FEEDERS, POWER HOOKUP TO UNIT (INCLUDING ALL DISCONNECTS, OVER CURRENT cooE vERsw DEVICES. PANELS, GROUNDING, ETC.) IS DESIGNED BY OTHERS, SITE INSTALLED, AND SUBJECT TO LOCAL APPROVAL. NMNU_l.NER a.Dmz�•.� BuxDMG hDE co—..hPE WINDOW HEIGHT, LOCATION "REPRE'l AND QUANTITY MAY VARY I. SUPPRESNON S,S,Ew AND ARE OPTIONAL occDPURc, .wORARLE xuRRER Of STCRILS BUSK,RNo SPEED e0.nN EIPDSURE ENCLOSURE OBER PRESSURE CCE 10 •/-0.,6 ELECTRICAL SYMBOL KEY DPDRGUCE-OR _ RODE DLM LOM R00(lM laD RRN at]me.DMI LD"0 ELDOR OEM LOAD I1/\�IIII}-RIIIf(�/`1/ noon u Lao ,RSPv I I MO USES R NDR ELDOR.R00f w.i RECEPTACLE MODULES PER TECTON NO 3.5" METAL STUDS RRRCANf PROTECR U USM[ RIE F S,,SE USMC / SPACED AT 24" s,aAE EDD,ME 240V 0.0. MAX RMStDNREV DESCRIPTONS „R DR LDATE BY Q240 RECEPTACLE SINGLE POLE SWITCH \ I MTB THREE WAY 7/17„7 R SWITCH SEE VARIOUS END WALL \ SEE VARIOUS END WALL smc FRAMING SECTIONS FOR FRAMING SECTIONS FOR N/A CEILING MOUNT WALL AND DOOR FRAMING WALL AND DOOR FRAMING W x LB-SLBE� � �u LIGHT FIXTURE \ �Ix,RLmt,ttNL.�,a L w WALL MOUNT ` x > m LIGHT FIXTURE I PSOI�RORm.�,�DE�;RIoaRL _ FLUORESCENT / ``' �`° � o � �'a n,a.nissra�imRi�mw` ,.0.m,r LIGHT FIXTURE a Q i,24 f ml,R.srauu d JUNCTION BOX J 14 ` a RIY� Lu ttDRR `````�w T.'BA'''' N % �� ................. < i �%�A, :'• _%CENgF WP •'••.���� OPTIONAL ELECTRIC TO EACH UNIT WILL BE FIELD CONNECTED FROM a EXISTING POWER SOURCE W riSTATE OF 44, � O' OR I ::(4� •. 50'-0” MAXIMUM BUILDING LENGTH Q ONAL��\ v i����►►i ii����� NOTE' ALL ELECTRICAL EQUIPMENT SHOWN IS OPTIONAL AND LOCATIONS MAY VARY � "the"T.Boldin P.E. U Florid,Lite"Se 64608 „ W t w Shcct: FBPR-7 OF 7