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HomeMy WebLinkAboutEngineering oBuUd Onn .e...e+e�.•+s�rs June 25,2015 A..1i -Richmand Maida Department of Brs�ess ant!Profasslanal Regulation Manutadured Building Program 1940 Nath Monroe Street Suite 90A Tallahassee.Florida 32399.0772 RE. Plan ApWavah Residential Laren Morap Shed Manufaetun Larlt.Boildeea �han NqqAxr._MLBE-14 Dear Mr_Richmond, Pursuant to the requirements of the Florida Department of Business and Professional RegulatiaM the above referenced documents have been reviewed for compliance with: 2014 FBC.5°Edition 2011 NEC 2014 Florida Fires Prevention Code These pans comply with Florida Product Approval Rule 610203.006(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, William E.Neary.III Department Manager Modular Facilities Division Copy to:Ms.Berri Howard,Lark Builders Pmitei•r swim k4u0i•t.1e•174e Sr Stad-ar.b K atma•Rv40="550•FnWrJots:bt FLF ak—ga Y581 COPY '01 _ &a.�asaey essBa ia6e5,Enr.. Engineering h c—t—ti"PI•nning F.L.Certificate ofAuthoriretion No.27124 P.O.BOX 348•SIX MILE,SC 29682 •(864)-646-7600(0)•Mobile:(864)-634-1300 EMAIL:haneyassoriates@beBsouth.net Orrick R.Haney,P.E. President Date:June 10,2015 Florida Manufactured Buildia¢Proelpm 2014 Code Update Attention: W illiam E.Neary.111 Professional Services Industries.Inc.(PSI) 1748 33rd Street Orlando,R.32839 Projed:LARK BLTI.DFRS MASTER DESIGNS Client Name:Lark Builders Inc.—409 Dixon Street-Vidalia,OA 30474 Asae0eal: The plans an file with the state previously approved by the Florida Manufactured Building Program meet the requirements of the latest edition of the Florida Building Code,FBC 2014 501 Edition. Lark Builders,Inc.have the following designs on file: • 140 mph—Standard and Vaulted Wood Shed Master • 160 mph Exp.D—Lapsider Box Eave Wood Shed Master a 160 mph Exp.D—Vaulted Ceiling Wood Shed Master • 160 mph—Double Wide Wood Shed Master e 160 mph—Metal Double Wide Shed Master • 160 mph—Metal Lapsider Box Eave Shed Master I65DJ175C—Metal Lapsider Box Eave Shed Master hnnc;atisoeiu�bellsauatnd 15EN324 Page I ort The current plan tracking numbers of the designs to be certified as compliant with the latest edition of the FBC which we understand will be reissued are as follows: 29081,29080,29079,29078,29077,29076,29075 Any questions concerning these plans feel Nee to contact me. R. H� =4: -. STATE OF _ By:Orrick R.I Inrlcv. Principal FlIginwt PY it E CO hannassrciates,ul+ellswnhna rrt{tptqq{{��h�.y 160 mph - Metal Lapsider Box Eave Shed Master Plan Approval Stamps: GENEP.AL NOTES: Lark BuildersDF51GN PARAMETERS: (FLIP-GABLE ROOF) rMND DF51GN PER A5CE 7-t0.5Ei5MIC DESIGN PERA15C 341-051 I. THIS 5TRUCTURE WAS DESIGNED IN ACCORDANCE 114TH THE 2000 IBC BUILDING CODE ANDTHEFLO1d DA 9UILDI NGEOMWI ND 409 Dixon Street I 'AANDWICOW. IGnmp.: LOADING DESIGNED IN ACCORDANCE WITH THE ASCE-7.1 O 2. 'MND IMPORTANCE FACTOR: 1.O 7 Al I MATFRIA 5 ANO I ABOR SMAIJ.BE IN ACCORDNNCf'MTH T.-L 3. WIND EXPOSURE: I ABOVE CODE AND ALL OTHER APPLICABLE LOCAL CODES AT THE Vidalia, GA 30474 4. INT.PRC55L'RE COEFFICIENT: 0.18= TIME OF MANUFACTURE. 5. MC 05JRE CIA551rICA1.(ON:VNC105ED 3. WRITTEN DIVEN51ON5 SH0.L TARE FRECCEIENCE OVER SCALf.D G. COMPONENTS ANO CIADO(NG: DWEN501J. ROOF LOAD(ZONE 01): +21.4/-43.8 15F `y)Gu/lykl 4. OUTSIDE OVERALL DiMEN510N5 CAN VARY BETwFEN LIMITS 5HOWN Sheet Index -ROOFLOAD(ZONE 02): +21.4/-G I.7?5F ��-• BUT MEMBER SPACING SHALL NOT EXCEED UMR5 A5 INDICATED. -ROOF LOAD(ZONE 03): +21.4/-57.4 P5F 5. LUMBER,USED FOR CONSTRUCTION SHALL BC AS rULLUW'i: S1.0 Cover-General&Design Notes -WALL LOAD TZONE 04): +45.5/-49.8 FSP S1.1 Electrical 8 General Floor Plan WALL LOAD(SON[Os): F 46.3/-sews FSr rLOOK J015T5. 2.4 5.Y 1`42.02-15%MOISTURE CONTENT) -WALL LOAD(ZONE 04uD): +45.9r-5a 2 r5r 2165.Y.F.#2-(12-15%MOI5TUFt CONTENT) 51.2 Skids&Floor Framing Plan ao D.Y.P.72-0 2-15%M0131URE CONTENT) 7. FLOOR DESIGN LIVE LOAD: 125 P5F G. ALL OF THE FOLLOWING LUMBER SHALL BE PRESSURE TREATED; S1.3 Skid and Floor Framing Details 8. FLOOR DESIGN DEAD LOAD: 12 P5F 5uv5,FLOOR JO-575 AND X4'T.G FLOOR SHrAIMNG S1,4 Roof Framing&Schedule 9. ROOF DESIGN UNE LOAD 20 MSF 7. TRUSS DESIGNED TO SUPPORT D.L. =30 P.B.F. I O RCCF DFSIGN r.FAD I OAT): 5F:F W50..11T B. HANDNAP ACCE55 TO BUILDING 15 FIELD INSTA:.IFD nY OTHfR91 ANO S1.5 Typical Frame Section Details I I.WALL DF51GN LOAD! d P.F SLIB1ECr TO LOCAL AIRL:NrTICN APPROVAL. 12.COMBINATION LOADS! AS PER ASCE 7.10 -9. ALL ALUMINUM TO BE 30053105 ALLOY IKTH 32.000 FSI MINIMUM 51.6 End Wall Frarra Options 13.5E6MIC U5f.GROUP: e YIELD 5TKMNGTH. 14.BUILDING CATEGORY: I 10.ROOF SLOPE 51ALL BE 3:12 MIEN 5HINGLF5 ARE APFUED.5EE FBC 15.BUILDING OCCUPANCY: STORAGE-NON HABIrA$E 1507.2 FOR SHINGLE REQUIREMENTS.ROOF SLOPE FOR METAL GENERAL NOTES CONTINUED: 16.CCN5TRLGION TYFE: Y13 ROOFS SHALL MEET MANUFACIUKER'5 RECOMMENDATIONS. 17.ALLOWABLE FLOORS: 1 [I.ROOF RA`TERi 5HALL:LAVE TME SAYE 5PAONG A5 THE WALI 22.DOOK 51!ALL M 2 1/4'.1 1/1 G'ALUMINUM,EXrRUDEO 18.EXTERIOR WALL FIRE RATING: O 5TUD5 AND SHALL BE LOCATED DIRECTLY OVER?Ht WALL t,IUDFRAME%VITH AY ALUMINUM PANEL IN'5ERT,ALUMINUM TRM. 15.DE5'GN OVERHANG: 5INCH 12.KOOV 5LU123 FJCFWCEN 2:12 AND 4:12 SHALL HAVE A DOUBLE DOOR ATTACHED TO VERTICAL 2,A. 20.Dr'5'GN MCCT5 INTERNATIONAL BUILDING CODE 2005 4 FLORIDA UNDEKLAYMENT APP,ICAPON IN ACCORDANCC MTn 5ECTION 23.OPTIONAL 000P51NCiU0E DOUBLE ALUMINUM DOORS. BUILDING CODE 1507.2.8 Or T:1C r.B.C.2010 GARAGE DOORS.GO!.72'ALUMINUM DOOR,32'AND 21.TI L CONTRACTOPfMANUPACTURCR M1IU5T COMT'LY W1711 TI I[ 1 J.ANCHOR SHALL MEET THE REOU4REMENT5 Of ALL APPLICABLE 48'SINGIF MX,)RS.AND PRF IIUNG STfFI 1X)CR5.TYPE, FOLl.OMNG CODES: 2q PKEMANUFACTU'RED DOORS THAT MEET'APPLICABLE CODES LOCAL CODES ANO THIS LS NOT A F (STOTLON DESIGN. 517F.,OIJANTITY,AND LOCATION MAY VARY. 2014 FOG 51"Edition 14.BUILDING 15 CLASSIFIED AS TYPE 5'1(STOP�IGE) 2011 NEC 15. ALUMINUM MNDONV5-TWE..SIZE,01JANTITY,AND LOCATION MAY MAYBE U5E13 INSTEAD OP DOORfi 1J5TED ABOVE 2014 Fluids Fire Revell Tan QTda VARY 25.MAYIMUM WAC'-HEIrdIT TO B=&.0' Finney AAsoc)a1q IIs. !6.All PASIFNERS INTO P.T.WOOD SHALL BE HOT DIPPED GALVAM,ZED 26.ALL BRAND MATERIAL5 5PECIFIED MAY BE 5UB5TTUTEO CalificS of AixtIIMan w FA5TENER5. FOR EQUIVALENT OR GREATER PRODUCT. THESE PPA,ILDING5 ARE EYEM('T FROM THE THE FCC ENERGY No.27124 17.MANLIFAL-TIJK INSTALLATION STANDARDS SHALL BE FOiLOIVED IN 27.ALL BUILDINGS(EXCEPT TM05E 114 U5E AS AN ACCESSORY CODE IN ACCORDANCE MTH 101.5.2 ORDER FOR TME5E DESIGN DRAMNG5 TO ACCURATELY REfLECT BUILDING FOR A UNC UK IwU FAMILY DINtLI NG UNUCK ,,,11111 FIELD PERFORMANCE CONDITIONS. 40Dsq.h.)MUST HAVE ATLr.A9T(I)32'.80'(MIN.j D^,.OR. 517E INSTALLED ITEM5: :`LGL( R. N IB. THESE STRUCTURES.`1HALL NOT BE USED FOR COMBUSTIBLE G[2 28.ROOF FRAMING AND WAII FRAMING!U JC 3/-MEIAL I. THE COMPLETE FOUNDATION SUPPORT A%10 TIE-DOWN SYSTEM. ` Y q4.' HAZARDOUS MArERLA:- 5TUD5 9rACC0 AT A wmimum Or 24'O.C. 2 RAMPS,STAIP5 AND GENERAL ACCE55 TO THE BUILDING. OLP 20.OPTIONAL batKIUK WALL CLWEKUN(AINCLUDE COKKUGARD 3. ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO THE �rr��I000 559 ' ALUMINUM.MA5A ALUMINUM,4'LAP ALUMINUM.5/8'P T.T I-1 I BURGING. *' SIDING,VINYL 5101NG MRI ENERGY 5P.ACC BACKER.HAKM BOARD. 4. ROOF DRAINAGE 3'1AL_COMPLY WITH r.D.C. 1 503 AN[) 5rECL 5FJING AND TLCKO'5TUCCO ON SIO'DCN5C GLA55 GOLD K3 mr :0•. STAT F AND POLYCA�,BOHATE GREENHOIJSP PANELS NOTE:THIS DJ'DOCS NOT NCCCDSAK;LY LIMIT Vl TILE ITCNti Of C.CK 21.ALL COCKS StIAU OE ABLE TO BE OPENED FROM THE FGP.E55 51DE AND MATERIALS THAT MAY DE R`OUIRC'D FOR A COMPLETE MTHOUT THE USE OF A KEY. INSTALLATION ALL SITE RELATED ITEMS ARE SUBJECT TO LOCAL ''.SfONAL JURISDICTION APPROVAL. '1111111`1` Theca plans were designed In accordance with: Single Wide Metal Master Plan Terigvcd By: Pi�No. Sheet Number. 20U FBG 51"Edition 0.11-11. QEN±24 Haney Associates,Inc. 2011 NEC Lark Builders Engineering&Construction Planning 2014 Florida Fire Reverdin Olde 409 Dixon Street S1.0 ramla�vr.scs+en-r"..:Lw.Irwr For Wird Speed 160 no,EpasuraC ChC.LA.y: M/ Vidalia,GA 30474 C.LA a/uvnz I of 7 ELECTRICAL NOTE5: Approval Stamps: .. WHFN AIR CONDITIONING 6 INSTALLED IN THIS BUILOiNG.H 511ALL BE THE RESPON5IBILiTY OF THE HVAC CONTRACFOK AND ELECTRICAL CONTRACTOR 70 VERIFY WIRE AVD BREAFtP.SIZES FOR ACTLIM hVAC UNITT%INSTALLED AI`WIRING TO BE IN ACCORDANCE 44TH THE NATIONAL ELECTRIC CODE IATE5T EDITION. 2. FLUIBLE CONDUET FOR LIGHT FNTUKE5. 3. EACH CIRCUIT t5 TO PAVE CONTINUOUS 50LID COPPER INSULATED GROIJND WRE CONNECTED t°t(WIFMtNI GKOUNU 6Ax IV TnE VAIN 1YINDaIV ACIGI IT.LOCATION-- 32'MIN..GG'MAX.W. DISTKIBIiTNN PANEL. AND QUANTITY MAY VARY 24' BY 6'-8'HfIGHi fXxiR. 4. EOUIrMEhT GROUND e.AR IN MAN OLSTFJBUTiON FANCL O TO DC AND ARF.OPTIONAi.. 5'M"X• L� L LOCATION MAY'Jrlel'. GROUNDED TO MI••1tMUN I O-O'COFDER CLAD EARTH DRIVEN ROD 9 'I Y/ITH GROUNDING C'-AMP APPROVED POR DIRECT BURIAL - 5. ALL CONDUIT TERMIKA'TIONS OF!'O INSR LARGER.ARE TO HAVE PLASTIC ULATED BUSIO.4G5. 17 1b G. ALL ELECTRICAL WOR,[LS TO BE IN ACCORDANCE WITH THE NAPONAL 3Y'META!STUD5 ELECTkICAL CODE(NEC,LIF.SAFFTY rnrF(NPPA 101)1 ATF_5T SPACED AT 24' EDI:'ICNS. '4 O.C.MAX. 7. hVAC ECUIPMENT 5t-ALL BE PROVIDED WiT'I READAY ACCE551ft' i'1 P.T.3/4'TIG D15CONNECT5 ADJACENT 10 THE F.OU(PMENr SERVED.A UNIT 5WTCr' FLOOP 511EATHI� WITH A MAP.I�--D'OFF'POSITION THAT 15 PART OF THE HVAC 3 SCE VARIOUS END SEE VARIOUS END WALL EQUIPMENT 511ALL BE PERMITTED AS Th..E DISCONNECTING.MEANS ty WAL L FRAM'NG {'} FRAVING SECTIONS FOR SECTION5 FOR WALL i' ONLY READILY A OTHER DISCOAU@'nNG ERANS AGE ALSO PKOVIUED BY 1. AND',VINDOW FRAMING. V1/lt AND DOOR FRAMING. AREADILY AICCF951% CIRCUIT BREAKER- ui 8. PRIOR TO ENERG17.ING TIL_ELECTRTCAl.Sri1tM IHF INItY,KUYILVG "'—�, RATING Or DIC MAIN BRrMER MUST W DC5GNED AND VCRINCO A9 BEING IN COMPLIANCE WOH SEC.1 10-9 Of TI It NEC DY A LOCA- � ELECTRICAL CONSULTANT. '�- THE MAIN ELECTR'C'&PANEL.FEEDERS.POWER HOQKIJP TO 51JILD:NG p!lCLIJUING ALL DISCONNECTS,OVER CURRETIT DEMCF5.PANELS. J SKS GROUNDING,ETI.):5 DfSGNED BY OTHERS.511E INSTALLED. SUBJECT TO LOCAL JURrF0TCT10N APPROVAL 10 Ali WRE5 TO S%VITChES AND OJTlFTS 70 HF#12 AVIV,THHN AND OFTIONA1 FI rr..TR'(:TO 32MIN.,GO MAX.WDTH WALL MEET THE COLOR CODE RfWIRF1AENT5 SET FORTH IN THE NFPA EACH UNIT F:ELJ BY G'-8•HLIGHT DOOR. 70.NATIONAL ELECIRICAL OCDE. CONNECTED FROM LOCATION MAY VARY. I I.ALL E'.ECTRICAL OUTLETS 5HALL BE GFC:,N ACCORDANCE WTH EXISTING POWER ARTICLE 1210.8(AX2)NEC OB. SOURCE 70 UNIT 50'-D'MAxMUM BUILDING LENGTH Electrical Symbol Key Nay too. Ccnif=c of Authwi ion GFCI Duplex Receptacle 120V 10 NOTES: No.27124 •A I F.I FC.TRION EQUIPMEV1 SHOWN 1.5 OPTIONAL AND LOCAT ION5 NAY VARY Incandescent Light w/(1)-60w BulbIR1'r Typical Floor Plan Q,�............. J Junction Box 5CJ@E:1/4'=1'-0 ;�Q:' ' f Switch -* ssa WP Weatherproof L0% ATE 0 ' R' ICIRLOp; •�2: $x Switch w/Receptacle Outlet 120v 10 r 111,00% Theseplarts l edesignetlinaXxerdalrevrith: Single Wide Metal MasterPlan Deaignraey: P.*j LNO. Sheet Number, Han e Associates Inc. 2011 PEQ sA Edition °•R„• ` Y_._.-. 2014 NEC Lark Builders �+A. Engineering&c Conetroclion Planning 2014 Florida Fre ReveNlon Olde S 1 r.n a•r w.wlNa,sc.awn-er•eu4auTW For WIrltl Speed 160 rrph,FsposoreC 409 Dixon Street Ch ked By: °arc: Vidalia,GA 30474 CL.A. W"112 2 of 7 Approval Stamps: SKID LAYOUT AND FLOOR FRAMING SCHEDULE SEE SCHEDULE FORJOEIT 51ZC 125 psf Live Load(2 Skid) 125 psf Live Load(3 Skid) I ---1U---- Width Joist Sae&Spacing A B Width Joist SizeaSpacing A B 4 A B A 6'-0' 2x4's @ 16'O.C.,Max. 15" 42" 6'-0' 2x4's @ 16 O.C.,Max. 12' 24" 1� 8'-0' 2x6's @ 16"O.C.,Max. 1 B" 60" 8'-0' 2x6's @ 16'O.C.,Max. 16" 32" 10'-0' 24's @ 16.O.C:,Max. 24" 72" 10'-0" 24's @ 16"O.C.,Max. 20" 40" 5EE SCHEDULE FIX J015T SITE. 11'-0' 2x6's @ 16'O.C.,Max. 24" 84" 11'-0' 2x6's @ 16'O.C.,Max. 22" 44" 11'-8" 2XVS @ 16"O.C.,Max. 28" 84" 111-8" 2x6's @ 16"O.C.,Max. 24' 46' 13'-0" 2x8's @ 16"O.C.,Max, 36" 114" 13'.01 2xWs @ 16'O,C.,Max. 26' S2' Ag 13'-8' 2xB's @ 16"O.C.,Max. 40' B4" 13'-8" 2x8's @ 16'O.C.,Max. 28" 56' NOTP_': •FASTENERS WLL MEET Tr'E MINIMUM REOJiRfMEr(T5 FOR ALL 5TK:JCTURAL COMrrONENM AS SET FORTH UNDER FBC 2304.9.1 AND TABLE 2304.9.1 UNLESS OTMERLVISE SPECIFIED. •ATL 5KJD5 ARE P.T..e.G 5.Y.P.92 OR(2)-P.T.-2,G 5.Y.P./2 •G'-0'WDE UNITS!MY USE 2,4 5.`.',P.E3 J01515 .p�• ,�Rn •ALL JOISTS ARE TO BE P.T.-S.Y.P,t2 :( '=•'_==Y7i�fkn7./�Al P.T.SIDE RAIL TO MA.TOt .1.SL)t KNL 10 MAT CP. J0151 51ZL,Stt rKAMINL, .IO r 511"_-5:C rKAM.ING 5CP.CDJLC FOR SIZES. SCHEDULE FOR 5VE5. l SEE Y„HEDULE FOR JOIST 317E SEE SCHEDULE FOR J0:5T SIZE 142 Hane I. y Anodal...loe CenificAc of AulhmiTarion "z 1124 a l a Ylu nlrn P.1:4,G 5.Y.?Y2 nr P.T.-4cG S.Y.P./2 nr e•- Qom•N'`G 3�•'LF'' 3 4'-O or 6'-0' 3 O"or G'-O' ,O;• eyZ'.L: L (2)-P.T.-2TG S.Y.P.13%D5 - I. (2).P.T:2a6 S.Y.P./�.5x105 O'tNo.6699555586 ' MAXIMUM BWLDING'ENGTH 50'.0'MAXIMUM,BUILLI.NG LENGTH Com. STATE O •_• T real 2 5GcIJd Floor Fr°amIn Plan T cal 3 5Skld Floor Proamin Plan '�""./P L'V kv \`� Th e4o pare vmre designed in amordarI Single Wide Metal Master Plan Ixaigned ny: )41,jecr N,,. Sheet7mi2014 Flr S^Edition O.R,N. I2E-4714HaneyAssociates,Inc. 2011 NEC Lark Builders e•Engineering Jk Constrectlun Planning 2014 Florida Fire PreveriionCode 409 Dixon Street Checked 6 Date: SFor Wind Speed 160 nph0 ,Exposure[ y`Vidalia,GA 30474 r.L.A' O M12 3 Approvnl5lanfps PLAN VIEW FOR 7PACING � ''• V07 A•AY OCri.-4.67.T.r. 5F_C FRAMING SCHEOULC ., i/i-7 q uEru,501[A AIE, OR IOLST'51M /2 OR(2)-P.T-2.G S.r,F.12 _ f(07 1 - ' F - - - CONT IhQLS N7 SI I C.4•LAGS _ ArrA01 EACM 5TUD TO 50LIf AT I C O.G: PlA)L'fnM(2)010.5EU' ,T,y4•IW FLOO'L ",,'. . �E1117NG GRA5MIE SCR[V'i SnrATrJNG (J)INTO EACtl rLARM t L;+• - - 9[' C2 (OILc ru1 .v 5D5 Ih'.14' - NAR5 AT 12'O.G.K h7 TOR 040 nTOOM MOT 00A L OL I.Y FROM[oGC_ •.: . ' 5rAGGFR MON',)G PGM f (2}P.7:S.r.r.`2 Ca SrJD9 2.JIDCNNG BCTLNEt]J l 5T(�Rr P/�1TFFIC w1flDA L' 1,'A675.rASTrh TO rNn `-lI {, 1, O•EAC.It[hP O[StlO" • } .•2:4.&OCSpiG B[ILL'fFI ` JOLST TN(31-0 120'..3'• ^ ` • - - 5[05.FA5TEN W' f NAA3 Kf 12.0.C.EACH. f'•`•f., - f2}O 12013'?UVL9 AT I 5DE,STAGGCRCD,•' `_ 4' 12'.O.C-91AC-GiR[Or �FRAM1� Nr-FETAL rIIIF,•`:\- - ., _ .,.L_ � ... .. .. .. .. ...„ .- .. _ _ .. .. .�. .. _. 4444.. .. ... _. ��_.,. .,.,._ .-. ... .. .-.. _ _ ,t �- 5FM5 MAY BC P.T..4.G 5.v F - II`..', 12 OR(2)-P.T..2.G 5.YP 12 PA5IEWD LAGS -:� / �T:_4.6s.v.r. (Dur[r,rA©,23}5✓16•a•+ = ,12 t u09 - LAM 01L%fR FAC1)•(9)LAG - i ATTAOI J057 10 51.10 wM 'f7tLV5 i0irl" - F�'',. '. 5/16'.4•LAG SCJiCW OR f2) n NUm7 A1mt1c4111C+ 5WP50N n.3 IDR C(ZJAIJ AT Ccufirne dAmhmiaim' EACH FNP OF�(1".5T.5ff _ 3VG'SRR2 RATC'ON 3d - ' PRAANNG'5CMWLFX FOR 5LU,! -4 9Y]E9 Or:0011,PA5TEI •"'. I,fF''•,- _,.t,,,;.-', ;-(;� (71 F.T:TrG'• EADi PI ATE%W 151-9ENC0 NOfCt ATTACT+LND A019T5 TD 940 wTn(2}LI G'.A' ' 9Y a�2 um 'ICza(OR F�uAu HMIs , \�C1� p,•y�;..r_J. .LAG.7CKCV,51"(4)0.1]I.4•GL'N AAR9I AADA. fALS19iDE. `\C S' _ G4Y.I"�ON 11.3 IDR[i)t]ALI AT CAUL CND W ;1-. - . -•. - -#:__Nor C'*:. rvpbcAt'5Ko TO _.�•� ,. / TJOIS \w�IC)(R:S91L. - •4 rG 1 '�5 4�ATE.OF.ILE , 0py Tr[¢sop(...moCmigca[nooraeam.ln: Shect'Num6a:� Single Wide Metal Master Plan, D. -MELF Ihnjsl N. 2071 Fa l S• ro dan, `. 0.RH 11F2U24 . HaneyTAssociates,Inc.• zo„NED. Lark.Bullders &nWeertnR&Ccntl tbn Ptann)na, ZOx Flaldi FlreRewxian ma. 409 DI7[on$treel- -S�!"3 h•„''!.; .ra�aaRo:niat m'.- -ir FV Wfnd Spin ILIO frill,Ekplrsre C... � Di1¢ ' I. r�! - •,Vldalla,'GA 30474 �. piiOA'u' d oI7-.- Apj,Tovel 5mmps: ROOF'FRAMING SCHEDULE ScnEDu a AND Rm•Pww,yG r OrFs: — „:” WaI1.Framing at 24"o.c,Magi. ' .ROOP FitAMING SEfALL BE,5PAQ01 O LINE OF MUCI LY OVCR 7r!WALL 9TUL5 FOM rvoPQl LOAD 7V "rER A!D S7R!Fr.kG. -` .' .ROOF DRAINAGE 5RALL CCWf V MI P.O.G.2010 1503 AtiD R319.G . '• _ ••W{d�l'" rOTld BraM Sim and Sp/GIng: .rASlra R7LW1/ALC1 IM W"UV RrI"KtIVtWI5"ALL!)IKICILOfPL C0Vr(MNj5 A57tI RMrn uN. rC we"__.i .. _ AND TAOX 2304.9.I UNLD7 CMEMYM 21"CIFMD. _ ,I- I.`. •1UDrf MAY RUN W TI¢5NORT OIRCCT ON'rURNAF=kO`OR"VAULiE T 5rrLf'wilt A MA"UM GAUL CND Or 3017 AND 5,DE ASIS SSM. 3$0$182-43 24'O.C.Max.. wALL5 711AT vAzy 6.17 TO 13'.D'OP.ME LONG DIArCPON,TkMArb'WITH LADLE END,THAT VARY s-0'TO 13'd"Wf M A ` f�•.'. $'-0'' ASIS SSMA S 3505762.43®24'O.C.Max. K"MUM 51DC WALL LLNGW OF 50-0. .=I .ATTACH ROOT rRM4NG TO TOP RATE Or WF1L FRAMING wM BUILD[%141 G•I Tm5 PANneAD SCREW/wM/3 DWT POWT. 10 0 ASIS SSMA_S 35051624 3®24'O.C.Max AT G•O.C.. 71'1r ASIS SSMA_S 35US162-43 @ 24'O.C.Mag '-.• 11'x'. ', ASIS&SMA S 350S162-43 @ 24'O.C:Mai: {,13'-0• ASIS SSMA S 3505762-43(a 24'O.C.May- 13,4r'.'. ax13•A'' '.ASIS SSMA_S 3505162.43 @ 24'O.C.Max J7= —aJzrNa4r�.. q 34•_204..METAL RAFTERS, ' w AND BRACY.r 5PACFD AT. - M. 2a•O.C..MAX.UNC UP N_ RA110t51 O LAND ON WALL. 3 5Tu05 FOR LOAD TRAN5MIK Flacr Auolvlq Ln. _ CmdmeMAnhu®im; R I- 504r NAY0.1UI.1 BUILDING LD G'rH-30-a MAY.FOR VAULTED ROOF 4•r''\•\D��,yy,�� tc Typr f RDDI Frarmaq Rat+ _ ATE SCALLE:IW-I'.O F2Oal0 'r?; Thmpir —adeggrnd)nn=Tduon.IN1" Single Wldo Metal Master Plan_ _i—dor ne)mN. Sheet Number, 2014 FDG 9•EdUWn OAH 12&'[24 anejr AssoclateS,_Inc. 201TNEr Lark-Builders Ennin/erinE&Construction PlAwnina h 014 FIaM4 Flro RasiUanmds. 409;DIxon Shmetr. - S1.4.: \,�J// .n e:r.t�\twacn.o-rrasaarr Fa wird Spud 160 n".Exponrs C �C-" 1f�I2 Walla,GA 30474 Sof 7 .r-4444 Approval Stamps: AFIFACH ROOF FRAYING TO / TOP PLATE OF WALL PRAVING PATH RI)II DFX 10.1 GuI TFKS PANHEAD 5CREW5144TH/3 DRILL POINT AT G'O.0 SEE ROOF FRAMING SCHfDL1E FOR RAFTER AND E_,ACING 5123 AND 5PACIUG 2 112'x 1/2'CORRt1GAI LD METAL COLLAR TIE,4'-0' ROOF PANELS FZ TENED 'LO,`,A' 55-203..META'_.`iTUtY WttM I/a'I A x y4'MY4I LONG,ATTACH V//(r^)KI,SELF SPACED XT 24.O.C.hlni(. TRAM AT G-O.C. DRILLING GRAEIBER SCKtVrS EACH SIDE SEE ROOF FRAMING 2/r,'-204,METAL 57Ul?5 ( I ,OVER-1ANG C?GON CETNL 501EDULt TOR RAFTEK5 5PACED AT 24"O.C.MAX1, x.LL: -- ,v `O 31,'-20ga.METAL BRACE AT Oi n I SEE ROOF HAVING 3'-a A15OVE FINISHED FLOCK o SCHEOJLE FOR FASTENING ATTACH 10 EACH STUD W/f2) REOUIREMENTS IIU SE.Y UKIIUNG GSA:CCK (p 5CRCVi5,11)INTO[ACM FLANGE :g"lrtfunrxitq 5[C Sr.Z FOR SMG 2 1121.I/2'CORRUGATED OP PIAT-OF WALATTACH ROOF L FRAMING ING G I AND'LooK FRAMING I PANE115(FASTENED W/!6. WITM BUILDEX IO I G., TEK5 IJr/WOOD 5CRE1V AT P I PANHEAD SCREWS WITH/3 r—� O.C.(OR EOUAU DRILL PONT AT G'O.C. L VARIES.G'.O to 13'-8' Typical Frame5ecttcn SEE OOFFRAYING Haley Asa La ,Inc. 5GALE:if—I,-Cr SCHEDl1tF.FOR RAFTER AND CoifimeofA di iratim BP.ACING 5795 AND 5PACI;NG Na.27123 J I `a Nt11111xx 3z'•203a.METAL5TUDS I `Q�K R SPACED AT 24.O.C.MAK, `OQ.•.•�\CEN •,.��i ItMA`NG OPTION DETAIL G O STATE OF IIIIIIIar Thesepans, rodestfIredina darlce�:th: Single Wide Metal Master Plan DeiFnedBy: Pwjm%!,. Sheet Number. Bane Associates Inc. 2DU FeC�s^Edntm ORJI 12F-N224 y 20„NEC Lark Builders S1.5 Engineering 61 Construction Planning 2044 Flaide Fire Prevenlim Code 409 Dixon Street r.an.w.v.all..s.c.:+aa-r^...�aall uar For Wind Speed 160 mph.Exposure C7ackW By: Dae: Vidalia,GA 30474 C.L-A. (MM/12 6 of 7 Approval Stamps: T.-112'x Ir,'C^.RRUGAIeD K00. PANELS FASTENED WITH 1/4'-14 x 3!4'HWM TR/)trJl AT 6'O-C. 1 []VA;t' 20ya..VL1ALBRACING, TTACH EACH END TO STUDSW/J•METAL DPACE AT 3'-O ;0I O SELF DRILLING GRA58CR 3�'METAL BRACE AT 3'-0' A[yOVE FhaSHED FLOOR. CREWS,(1)INTO CACI FLAN(:[ ABOVC PI%ISHCU rLOOKATTACH TO EACH STUD ATTACH TO[ACI5TUD Wf(2)01V 5tLF DRILLING ( THAT THIS 8RACING 15 VV!(-')F 11 SCLF DP•;,:.1NGGRA95[R5CRft45.(11QUIRED OU SIDE WAS AS WELL GRAEEER 5CREW5,(1) INTO[ACM RANG[ OR!SIDES OF EACH CORNER)I INTO EACH FLANGE SEE 51.2 FOR 5qD AND FLOOR VAK!t5.G'-O to 131.6' FRAMING VAtIE5.6'•O to 13'45' tnd Wall FrammgOPtlon End Wall Frammq Option -- WALL OPENING FOR 51DE WALLS ARE SCA:.E:I!A'=I'-O' TO BE FRAMED SIMILAR VO THOSE SCALE:IJ4'`+I•-O' .SHOWN HERE FOR ENDWA_LS 2.1/2'x 112CORRUGATED ROOF PANELS VIO T[V[D VAT 3/4'Mwn TR/UOV 1 AAT G-D.C. 1 I 4'-0' a;V.2 V ETAI.BRACING, Mar. I ATTACH EACH".TO S7L' V1 3%1'UCTAL DKACE AT 3'-O' (2)/I O SEIF OPJILING GRANXR I ! " 3Y'METAL DRAGE AT 3+O Hatty Amcmtet ina A50ve FINISHED 2IGOR, SCKEWS.(I)INIU[lU.TL rtANGt I LPOVE FINSI'.ED FLroR (T�ifieoA iwIm Ta:ian ATTACH TO FI,Ln STUD t? V-- b ATTACH TO PA(:1 STfiD W/(2)s I O SELF DRILLING - [NOTE THAT THI5 BRACINC 15 �- 'N/(2)I10 SELF DR'LVNG ?L,.27124 CRABBER 5r]ZEW5.(1) REOUIRED ON 51 DE VIA'U AS WELL GRABBER 5CREW5.(I; INTO EACH FLANGE (BOTM 51DE5 OF EACH CORN[R)I I INTO EACH FLANGE ,It H I111r1 ' •�`pK R. /y � 1 NOTE THATTHIS:N BR!ING �(tt�,:CEj,�•�g•c:Q�j.' —�7—�IS Z:QUIRED ON OE WP_LS AS WELL 180TH No. 558 5EE 51.2 TOR SqD AND OR SIUt-1'.'U-tACry CUKVEK) F O VARIES.G'-O Fo 13'-8' FRA,,tING vARNES.G'-0'm 13'-P.' F.nd Wall Framing Option End Wall Frammq Option 'O'. : o•. P .`iCA'-C:I/4'uIO SCALE I/4`-I%O oSroNAL .� ",11111 I,aa Theseplars edest()nedinaccardarll:evith: Sheet Number. 2014 FBC,511'Edition Single Wide Metal Master Plan Dexis-any: Pmjc Nn. Han e Associates, Inc. 2011 NEC Lark Builders O.R.H. 12P.N724 SIX Engineering ds Construction Planning 2614 Fla Ida Flre Prevent Tal Code 409 Dixon Street roar aa.a+aWr,sc.xlav-1�sw+1e-Tw For Wind Speed 160 nqh,Exposure CtecAM1 Vidalia,GA 30474 ca-n-& O4N9/'2 7 of NOTE: INSTALL ANCHORS PER lypical Details for Concrete ln5tallation5 Re"wo.Data: Notes: MANUFACTUKfR5 REQUIREMENTS 041 1 2/20 1 2 Man Update (2)-5IMP50N"H3'@ 14'O.C. DOWN ENGINEERING PART BOLT THRU BASE P1 ATE D131. 2x6 BLOICKJNG #5 1 55G(OR EQUIVALENT), 0-130m ph)09'WH4' '-w I G'O.C. 3/16'GALVANIZED CABLE I IE It 50-1'Ornph)AND(1) 112'x4*LAG TIGHTEN TO 500 LB5 OF TENSION 5/8"DIA.THRU BOLT WITH 2'WA5HER. REQUIPtu r0K THRU BOLT A449 GALVANIZED OR EQUIVALENT MINUTE MAN MMA-15 OR EQUAL kW ATTACHMENT. 5/8'SIMPSON TITEN OK WEDGE-ALL . ...... 110 MPH WIND ZONE: EMBEDED 3"MIN.INSTALL A 518"DIA.X 40'GROUND ANCHOR WITH MINIMUM Or 4'FROM SLAB EDGE. SINGLE G'HELIX(MODEL#59OG0) 130 AND 150 MPH WIND ZONE: 5/8"DIA X 48"GROUND ANCHOR WITH SINGLE G'HELIX(MODEL#59005) I GO MPH WIND ZONE- 5tt GENtKAL NOTE#10 (SEE CHART FOR QUANTITIES) Typical DCtaiI5 for Masonry Block ln5ta11atioi­I5 3/1 G'GALVANIZED CABLE TIE DOWN ENGINEERING PART (2)-5IMP50N"H3'@ 14"O.C.C 7- TIGHTEN TO 500 U35 OF TENSION (15........_ 0-1 GOmph)AND(1) 1/2x4*LAG BOLT THRU BASE PLATE DDI 2 G BLOCKING USE(3)-3/16"GALVANIZED CLAMP REQUIRED FOR #5155G(OR FOIJIVALENT), (1 10-1 30mph)OR'5PI14"@ I G'O TIE DOL ENGINEERING PART F 5/8"UIA.THRU DOLT WITH 2"WASHER, THRU BOLT #53506(OR EQUIVALENT) A449 GALVANIZED OR EQUIVALENT r ATTACHMENT, "LOC-K,- I 10 MPH WIND ZONE: I 10 MPHV,/IND ZONE- 7 D ANCH 112'DIA.X 30'GROUND ANCHOR WITH 5/8"DIAM..X-40"GROU OR SINGLE 4'HELIX {MODEL#5905 ,,2:_. WITH SINGLE G"HELIX(MODEL#590GO) I WIND ZCNW_If� 130 AND 150 MPI [144 130 AND 150 MPH WIND ZONE- 518*DIA.X40'GROUND ANCHOR WITH 5/5'DIAM..X 46'GROUND ANCHOR SINGLE 0 HELIX(MO--. #59060 y WITH SINGLE G'HELIX(MODEL#59065) 160 MPH WIND ZONE I GO MPH WIND ZONE- SEE GENERAL NOTE#10 5EE GENERAL NOTE#10 (SEE CHART FOR QUANTITIES) (SEE CHART FOR QUANTITIES) HILTI KWIK DOLT MIN. 1)2'DIAM,WITH---\ /--2x4 STUDS,SEE PLAN5 FOR brAaNG A 5.5'MINIMUM EMBEDMENT AND AANCHORING SCHEOULE 1,75"MIN.EDGE DISTANCE.SPACE ANCHORS AT 5'-0"O.C. FOK G'-0"TO ,2x4 P.T.BOTTOM,PLATE Building Building Max.block NumberIin 1 130 ISO 160 1 O'.6"BUILDINGS,4'-0'FOR I G-G"TO Width Length Spacing of Blocks IMPH IMPHIMPH MPH 14'-0"BUILDINGS 4 2 2 V-0- 12-W T-W 4 2 2 2 2 ;r 2 21 81-01 121-01 T-6* 6 2 2 2 2 6 3 3 3 3 —3 371� _i �t3 ia-o* 7'-0" 4 j. 2 2 2 2 12" 0-0" 4LO" T-0" 6 3 3 T _10�0_ 16'-V _T-F —6 -3 T-3 yptcal Anchoring I F1oor1C55_Buj1din6 Detail 0-0. _w _w 8 '15 to Concrete Slab 20, 71 3 3 3 3 iv-0" 24'-0' 7'-0" 10 4 10•-F-­io;—wI r 12- 5 5 5 5 DESIGN PARAMETERS 11••0" 121:2^__T-O' F-V-114'4* r-w I- WIND DESIGN PER A5CE 7-10 le-w 7-X 6 2. DESIGN WIND SPEED -I I OMPH- 130MPH-150 MPH-I GO MPH —7'0' a 3- 33 13 3. WINE)EXPOSURE CATEGORIES: FF_' to - 3 3 3 3 I I OM;7h:b.C 4t D - 130m. ph:5,C t D - 150mph:13,C D - I GOmph:B C L1'-0- 30'-0' _F2_—4*—4 _Z__4_ 4.WIND IMPORTANCE FACTOR: 1.0 —r-Y 1-4 "T_T--4 -'Z- 5. ENCLOSURE CLASSIFICATION. ENCLOSED _IV-0 4a-0- I 7'-W W 16 5 5 1 5 1 5 1 G. DESIGN MEETS INTERNATIONAL BUILDING CODE 2001,111, b 1, jDA1 BUICDING�C'ODE1201 91 O� 11'-8 12-p' V-6' 6 2 —2 —2 —2 1 6 2 2 2 2 -T67- GENERAL NOTES 3. L 8 3 3 3 3 I- DE-51GN FOR MIN 2,500 PSI CONCRETE 2. ALL HELIX ANCI IOR5 MUST MEET THE MINIMUM WORKING LOAD OF 3150 1b5.AND AN ULTIMATE LOAD OF 12 4 4 4 y 4 4725 Ib5. 36`0 61-r 14 5 5 -5 5- 3. HELICAL ANCHORS FOR I GOmph WIND ZONES MUST MEEI A MINIMUM WORKING LOAD OF 3454 b5, -6. 40'-W 167-1_5 5 55 AND AN ULTIMATE LOAD Of 5200 Ibs. 6 6 4. ANCHORS MUST BE INSTALLED TO MANUFACTURERS RECOMMENDATIONS.ANY BENDING OR DAMAGE _ia 6 6 6 6 CAL15ED UPON INSTALLATION WILL VOID ANCHOR AND MUST BE DISCARDED. I4'-17 6'6' 9 2 2 2--L 5. CONTRACTOR SHALL VISIT THE 51TE AND 1 HOROUGhLY FAMILIARIZE THEM5ELf MOTH EX15TING —9 3 3 3 3 CONDITIONS. CONTRACTOR 15 RESPONSIBLE FOR MEETING 504 CLASSIFICATION FOR 51ZING HELICAL ANCHORS PER MANUFACTURERS REQUIREMENTS. 12 13'-W 24'-0" 6'-W 15 -T 4 4 G. ONE ANCHOR 51 IALL BE PLACED AT EACH BUILDING CORNER WITHIN 12"OF CORNER IN-W 39.0- 6'-6* 18 4 4 4 4 7. ANY REQUIRED INI tKMtUIArE ANCHORS SHALL BE PLACED EQUAL D15TANCE5 APART FROM EACH U I NEK. 8. THE ANCHOR MUST BE IN THE SITE SOIL CLA55 IN WHICH THE LOAD REQUIREMENTS WERE SET. 13'-T 40'-U" 6�_w 24 6 — 9. USE TIE-DOWN ENGINEERING(OR COMPARABI F) 1/2"X 30'GROUND ANCHOR WITH SINGLE 4'HELIX OR 44'-0" 6'-6' 6 6 6 5DIA.X 40"AND 48"GROUND ANCHOR SINGLE G'HEUX Fr,6' 77 7 7 4 10. FOR I GOmph WIND ZONES U5E TIE-DOWN ENGINEERING(OR COMPARABLE)MODEL#5V -1090 314'DIAM 4-1-1 W-0- G-W 1 12 2 1 2 1 2 x 36"WITH A DOUBLE 4"HELIX(USE IN 501L CLA55C5 2)OR MODEL#59250 5/5"DIAM.x 30"WITH A G" )OIL CLA55E5 3 t4) HELIX AND A 4'HELIX(U5F IN 12 3 37�' 3 REQUIREMENTS AS SPECIFIED BY TIE DOWN I I. INSTALLATION Of THE ANCHORS MUST MEET ALL AT P 3 3 _L34' 4 4 4 4 ENGINEERING, INC TO INCLUDE PEWREMENT511,15 FOP,SPACING AND 51TE SPECIFIC SOIL CONDITIONS 24 —5 —5 12. MAXIMUM STRUCTURE HEIGMI'15 12 FEET �13�E_ ------ M­Apkrip(-)F IT-W 36'-W V-6' 28 5 5 5 5