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PSI APPROVAL 2015-06-25
<br /> 160 mph Exp. D - Lapsider Box Eave Wood Shed Master Plan ���rovalStamps: '.
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<br /> GENERAL NOTES: DESIGN PARAMETEILS: (NIP-GABLE ROOF) i
<br /> . Lark Builders (WIN�OE5IGNPERASCC7-�O.SGSbtICDC5IGNPCRN5C3A1-051 j �
<br /> 1 TNIS S�RUGIIJRP WAS DE5�GNED IN AGCO�Ar�i�N1iM 7n[2012 �
<br /> 16GBUIIDINGCOD�ArA7NEFl_ORIDABIALDIPGCODF.WiND 409 Dixon Street I WJ.DVELOCITY: 160m?h •
<br /> LOADING DFSIGNEO IN ACLOr'.GAHC[WITtI THC PSCE 7•10. 2. WIND IMPOP,TAA;CE FAGTOtL: I.O {
<br /> 2. All MA7FRAL9 faD IABCR SnPLL BC IN ACCOMANLC WfTli THE 3. WIF1D IXPOSURC: D j
<br /> A80VCGWEN:�A;,LOiNECAPA.iCADIELOCf�CODESAT7NC Vidalia, GA 30474 A. INi PRESSUR£COCFFiGENi O.IBs
<br /> TINC OP MJWUFACTURC. 5, ENGLOSURE CL455�FICATION:Eh'ClOSED �
<br /> 3, WFJTTEN DIMENS!ONS 5`tAILTAKE PRECfDENCC OVER SCUED 6. CONJ'ORFNTS MO CIJ��ING: ; j
<br /> UIMCNSION. SFIeEtI�ILIOX •ROOFLOAD(ZONftlI); +25.00/�52.68PSF i '
<br /> 4. OUTSIDC OVERAtL D�MENSIONS CAN VARY BEIWEEN UMRS 9HOWN -RpOF LOAD(20NC 12J: +25.8(k•74 I 9 PSP ' ;
<br /> �UT MEi:lBfR SPACMG SFtALL NOY FXCpEO LIMITS/5 INUICA7[D. 51.0 I COYBf-GBf10lHI 8 D83I9R N018S •RGOP LOPD(ZONE Y31: +25.80!•I 17 I9 PSP � �
<br /> 5. WM6ER USED POB CAN5TRUCfICN SIIALL BE A9 FOLLOVS: - - -� - --- -WaLL LOA�20N2 MA): +SG.00/-6I'O PSP � p+.�C T NuiWOn �
<br /> S1.7� Eieclrieal 8 General Ploor Plan .wnu�oan tzone ss�: +s�.owaz.00 Psr �,,.�,,.,,,,
<br /> FlAOF;J0�9TS 2w4 S.Y.P.p2-(12-1595 MOLSTURE GOMCNT) g�,p7' Skids&Floor Framing Plen -wu�ono�zor�:A4<Y5): +56.50/-66J0 P5P I CODEREVIEW I
<br /> 2R6 9.Y.P.02-(I&I 5�MOISTURP COMCNTj PioH bnal5avke laihnvlm
<br /> 2.8 S.r.P.tl2-(I 2-15R,MOLSN�P COMENn S7.3 I SWd and Floor Framing DeNalls 7 FLOOR GES�GN LI�LOi47: I 25 PSF
<br /> WALL STUDS- 2x4 5.Y.P.,C I-(�2-I 590 M04`tURE CONTENT) �'-'"- - 8. FLOOR DESiGN�EAD LOAD: I 2 PSF I o lanea,F��3]B99 �
<br /> 57.4, Openings Schedule 8 Framing
<br /> ROOPRAffER9- 2+45.Y,P.Bi-(12-IS$AAOISTURPCONTENT) 9. ROOFDESIGNLIVELOAD. 20PSF I�;�oYAlOunENnry.m
<br /> 2.6 S.Y.P.91-(12-159 MO�STURE CO«ENt) 51.5� Roof Framing&Schedule I O.ROOF DESfGN D:AO LOAD: SEi.F L`JEIf,H7 uavuoo i
<br /> COLLAR TIES- 2x4 S.Y.P.X I-f�2-�S;i M0197URE CONTENT) -- I I WA11 DESIGN LOAD: 8 PSF r�sni.�re,sr�vyi
<br /> VfiN�OW 51LL5- 2+4 S.Y.P.p I-(12•I54 MOISTURf COMENp S'I.G� Typiql Frame Seetion Details i z,eorr,en�riori�on�s: rs eee asee�-i o j
<br /> 6. nu oF mF vouovnwc�ur,+aert snnu ee err�ssu2e r�nre�: g�,��� End Well Frame Optlons �3.5C19MIC fuC GRfJUP B i i
<br /> 5K�D5.PLOOR JO�STS AttO 3/4`T4G FLOOR SMFATNiNG 14.BU�L➢ING CA7[GORY: I i
<br /> 7 TRL35 DESIGhED TO SIJPPOAT D.L.+LL.=3p p,S.F I 5.BUILDING OCCUPANCY: PiTORhf$-NON FIABITABII �
<br /> 9. NANDICM ACCE55 TO BUI.DI�G IS PitID INSTPLI.ED BY OTItERS AND GENERAL NOTES CONTINUED: i 6.co��sTauc�ou me. v e � !
<br /> su��eer ro tocu�uwsoicnon nrrrcovn�. i� alo�vnaie F�ooas: i
<br /> 9, ALL AIUMINUM TO 6C 3Q05-3105 AILOY WrtM 32.000 P51 MINIMUM 20.OPTIONAL PXTCPoOR WALL COVCPJNGS INCLUDf 18.FXfEPJOR WALL PIRE RATIUG: O � i
<br /> YIElD STP.CNGTH. CORP.UGA7ED ALUUINUh1,N�0.5A AWPAINUM,4'IAP I 9,0"'u;G�OVERnM'G: 8 ItiGrt ' j
<br /> 10.ROOP SIAFC StlALI BC 3�12 WtICN SttINGLC9 M�C MPpEO.5EC F6C ALUMINUM,5/8'P.T.Ti-I 1 S7DMG.VINYL SIOING WiT11 20.DI`SIG�1I.S:ETS INTHRNAi7GW1l8UI�ING CODE 20�2/F10fUDR i (
<br /> I 507.2 POP.5t11.4Gtf RC�UIRCM¢M5.P.DOP SIAPC FOR NETAI .`NER6Y BRAGC EACKCR,IfAR01 60ARD,STEYI 51D�NG AND DUILCING CO�E
<br /> ROOPS 9I1ALL MEEi MANUFACNRERS RECAMMEM1OATIONS. 'PLffJJ'5'NCCO O�S/b'ORJSE GU153 GOID. Z I T}tE CONTRACTOPJMAN�PAQURER MU9T CAMPLY WITTt i11C I �
<br /> I I,ROOF W�FTERS St�A11 HAVE THE 5.4��fE SPAGNG A5 TNE WALL 21 ALL DOOFS SHALL BE A6LE TO 62 OPENCO FKOM TIiE FCLLOWIhG CODE$: �
<br /> STUo9 nn7o Srwt BE LOCA7[o oiRECtLY OVeR iHl'Wnl�STUD. EGRE55 S�pE YnTnOUT Tne USC O�`A'KLY. 2014 FBC,8'h Ed'Rion �
<br /> I 2-ROOP SIDPFS BETV/CCH 2�12 AM1D-0:I 2 SHALL t1AVC A�OUBlE 22.ODOR StfAll BC 2 I/4'Y 1 1/I G AWMINUM PXTRU�FD 2011 NEL '- �"'"----"'-'{
<br /> UNOCRIAYMENT APPIJCATION IM ACCORDANCE 4ATt15ECTION PRAMC WITI1 AY ALUt,�I1R1M PAN[L INS�RT.AWMIP.UM Z014 Floridu Fire Pre�arRion Lode '-'--"--�"--"'
<br /> I 507.2.8 OF T11E P.B,C.2D I O � TRIM.DQOR A7TAGt1C�TO YCRTICAL 2[4. i N�ney AstoeiNp,IK. �
<br /> 13.WHEN f�00FiHG P!\EL5 A&E PUICED VfRTICALLY 3'�1 yq z 16 Ga 2s.OPf10NAL OOORS iNGLUDE OOUBLE ALUMINUAI DOO!t5, ' Ccnificateof Auilm�iztion
<br /> 11AT C17ANNEL PU2LIN5 Aef REQUIRtD.YATII A Mq%SYACING OP 4' GARAGC D007.5.60'M 72'ALUM.�NUM DOOR,32°AND TnESC BURDINGS ARC f%[MPi FP.OM Tt1C hl2 FBC CHEP.GY i �a 27�7,7 �
<br /> O.C. 48'SINGIE D0023,AND PRC HUNG STEE!DOORS.ME. CODE IN ACCORDANCC NATH I OI.5.2
<br /> I q.hJGtlORS StlALL MEfT'M[REOUtRfMENTS OF ALL APPLICABLE 5�2'c.OVANTRY.AND lACATION NAY VARY. ; ---- -�----
<br /> LOCAL CODf9 AND TY1b IS NOT A PWNDATION DESIGN. 24.PRE`v1MlJFACiURED COO+L`TMAT MEEf APPt/CAOLP SITE INSTALLED ITEMS: �� ����,K,�1�� �i '
<br /> COOES MAY BE USEO�NS7EAD OF�OORS 1157ED ABOVE � . �G R•�Hq 4
<br /> I 5.BUILDING LS C1I551FIED AS TPE 5'(STOP 1GE) 1 TYIE CCMPLETE fOUNDA7lON SU?PORT AND 71C-�OWN SYSTEM.
<br /> I 6.ALUMINUM N1NDOW"-tYPE.9�ZE.�JMRITY,/WO LOCAiION MAY 25.MAYIMUM WAIL HEfGt1T TO EE 8'-0°,SND AHD RAFfER � :Q-Q;:�\CEN �'•ti�'
<br /> 2. RM�PS,STNRS�4D GEtJFP.AL ACCE55 TO Tf1E BUILDiNG.
<br /> VARY. 5PACING SMnLL BE 16'O.C.,NL�.POR MT WALL tldG'tT ��O;' �A�7 �••'�;�
<br /> 3. ELECfRIC.V.SFRV CE HODKUP pNpLDIqG FEEDERS)TO THE
<br /> 17 ALl FASTEhERS IMO P.T.WOOD S�tALL 8E FIOT DIPPED GAWANIZED ��T-0',WdUS UNDER T-O'IN.HEIGH(MAY HAVE �_ NO-� e I
<br /> FRAMING SPAGED AT 24'O.C..Ma., BUILOING. _*i/J/ �'_,
<br /> F0.5iENERS. a. ROOF ORf�Nl.GE SnALL COMPLY WITH F.B.C. 1503 ANO -�s�� �
<br /> I 8.MANUFACNREF WSTALL4TIOH STANOARDS St7JLLl EE FOLLOWEO IN 26.ALL HRAND MhTERIALS SPECIPIFD MAY BE SUBSTtfUTCD ��B 6 ���'"` giqTE�!
<br /> ORDER FOR 7HE5�DE;IGti DRAWIYGS 70 ALCURATEIY RCPIECT FOP,EQUNALCNT OR GP.EATCR PROOUCT NOTE:THIS L15T DOES NOT N�CESSARILY UMR TNE RENS OF\VORIC ��0'. �
<br /> FIfLD PERFORMANCE CONDRIONS. 27.ALL BUiIDINGS(IXCPPf THOSE IN USC 0.5 AN ACCf550RY qND MATE21AL5 71fAT MAY BC REC�UIRYO POR A COMP(ETC � :�d`'•'P[OR�O?:�'�_� �
<br /> BUIIDING FOR A ONC OR T1V0 PAMILY DWELIJNG UNOCR +�S�"••......• G
<br /> I 9.T11ESE STRIIG7URL9 5n0.L NOT BC USED POR COMBUSTIBIC OR tN57ALLAT10A.ALL SI7E RCUUED ITEN6 ARE SUQ1CCi TO I.00Al . .�S/ �C� `
<br /> NAZAR�OUS MAT2PJAL 400�q.tt.)MUST HAVE ATl£t47(1)32'a80'(MIN.)DOOR. JUR1501GTIOti nPPROVAI. ' �b�NA�' �`�`
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<br /> Theu plane wera des�grcd in orcordwce wifb: ` -Project No.j ` `5hecl A�umbCe�--(
<br /> I ; Lapsider Box Eave Master Plan o�;„�aa: i
<br /> Lj' � 2014 FBC,5'�Editian � � g Y I2LN�4- i
<br /> r �;� Haney Associates,Inc, f I zo,f N�c � i Lark Buiiders � � O.R.fL ��DS�{ c 1.O
<br /> �.�}; Engfuccring 8c ConstrucHou Pianning I 2014 Fla�tda F�e Preverrtion Code I , 409 Dixon SVeet ' �d,����e p„�: � i �7 �
<br /> - t' P.QBm,ItI�S�NW�&GS1W-P6wr.lNfil4)6W'-`� 1 F o r W l n d S p e e d S b O m p h,6 c p o a u r e D j ' Y� �
<br /> � Vidalia,GA30474 I C.L.A. 0?27/13 i ; t of8 i
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