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HomeMy WebLinkAboutProduct Approval c FLAManatfk*vedEMWk Pr09i2m $ tJ 2601 Suit SlonaRosd UprTallahesses,i?io W323'99-OM Phone:560.48Y.1124,Fex W.414.NM Hatay Seshea«ra•, Sesrat:sry Eton Wanda, Governor I i October 31, 2019 Wayne Hartley Robin Builders,Inc-Ga 552 S.Stet®5t LYONS,GA RE: Manufacturer Certification,ID MFT-12802; Expiration Date: October 32,2022 Dear Wayne Hartley It Is my pleasure to inform you that Robin Builders,Inc-Ga,located at 552 S.State St.,Lyons, GA 30436, has been approved under the Manufactured Buildings Program,as provided for under Chapter 553,Part I, Florida Statutes,to manufacture 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 plans are In compliance and are properly posted on our website.All site-related installz'atlori issues are subject to the Total 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 BC-IS(.www,floridahutlding.aro)for online renewai. If you have questians you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. Please visit our website at ww .Floridabuildlnr,.oro to see valuable Information an the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, 0_(/r4c_� 0 Robert Lorenzo Manufactured Buildings Program cc:Top Line Engineering, LLC Intertek-PSI Tel+1 407 304 5560 1745 33"Street Fax+1 407 304 5561 Orlando,FL 32839 intertek.carn/6e,ilding O ' I January 15,2018 Mr.Thomas Campbell Florida Department of Business and Professional Regulation Manufactured Building Program 1940 North Monroe Street Suite 90A Tallahassee,Florida 32399-0772 RE: &dart Approval: Residential lawn Storage Sited Manufacturer, Robin Builders,Inc.(Lyons,GA) Agency Alan Barber, ROBIN GA FBCR2017 Dear Mr. Campbell: Professional Service Industries Inc.,an Intertek company("Intertek-PSI"),part of Intertek'Building Science Solutions,in pursuant to the requirements tifthe Florida department of Business and Professional Regulations, the above referenced documents have been reviewed for compliance with: 2017 Florida Building Code,Bch Edition 2014 NEC A signed and sealed set of plans are maintained on file in the Third-AartyAgency office of PSI. All mandatory comments have been satisfied and plans are approved for construction by a modular building manufacturer that is currentiy 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. Yours sincerely, Professional Service Industries,Inc. I Victor C, lt�9artirl�PE#82379 �� l chard Olds,FL SMI-76+ 5 Department Manager Modular Plans Examiner Building Science Solutions Building Science Solutions i CC:Wayne Hartley—Robin Builders, Inc.(Lyons,GA)—wdhrobin@bellsouth.com [il Intertek is a brand name representing the {nte.tek GroupPic legal entities including but p S g nothmited to,Intertek Testing Services NA Inc.,Professional SepAce industries,Inc.(1NTERTEK-PSI"),,architectural Testing Inc.("INTERTEK- ATI"),and IVIT Group Inc.("iNTERTEK-MT"). wtarw.intertek.com/building C(n) ROBIN 9 BUILDERS , _INCI. !. I � dIC• iL2� � ? a 1.THIS STRUCTURE HAS DEEN DESIGNED IN ACCORDANCE l"1iTH THE 12.AU WIRE SH:J.I.HE#72 TJFIN Sffi3TJ COPPER fNi1'I I OROl)ND,WIRING � ai a.�a• >017 FLOR[DA BUILDING CODE Wit EDITION,2014 NAIONAL ELECTRIC CirriE, PROTECTED PER 2014 NEC. NY,fURC LOCATIONS&TYPE MAY VARY. I f 2017 FLORIDA FIRE PREW-1-ITION CC+DE AND ASCE 7-10 FOR 100 MPH WIND VELOCIrf (9 SL-CONE]GUST).E.-P SSURE G FOK?AR-1 TALI Y ENCLOSED 81JILOINGS. 13.ALUMINUM WINDOWS-TYPE,SIZE.QUANTITY AND LOCATION[WAY VAIT'(- ,VA%if.IL7:i WINDOl^J SIZE 48"WIDE r,36"MIDI•}. 2.ALL MATERIALSANIT IA R SHALL Br-IN A.CC;UROANCE V4rrH THE ABOVE CODE_AND •14.OPTIONAL.h TERIOR WALL COVFP,INt±S INCLUDE COR.AUGATFD ALUMINUM, ' ALL OTHER APPLICABLE CODES. MESA ALUMINUM 4"LAP ALUMINUM 5la'PT 7-111 SIDING,VIMYL SIDING WITH ENERGY EFFACE BACKWV?ONIBER CEMENT PANEL POLYCARBDRATE 3.DUiLDING CLASSIFIED AS RESIDENTIAL LAWN STQRAGP..50/125 PSF KLDOR LOAD. OR LP 3MARTe'TIDF-ROOF CUVk`_FLINGS INI!,.ODE 2h qs\C'OE L�ALVA1 UGAic 31 ESL, C II^�N NOT FOR HABITA80%. RHING!.E RO()F OVER 1!2"PLYWOOD WITH 2 LAYERS OF 15 LB.FELT OR x w ro I S�� 0"Ymv PERMATILF OVER 7116"OSB AND 15 LB.f-ELT. 4.NJRITTEN DIMENSIONS SHALLTAKE PFtECEI)E-NCE OVER SCALED DIMENSIONS. y r:n'I La o:p 5.OUTSIDE OVERAL 3.DiMENSIO CAN+lARV BETWEEN UNJITS AS SHOIAII -OUT MEMSER 15.USE 2.174"x.099'GALV RING SHANK.NAILS FOR ALL CON!•ILVTIONS BETWEEN SPACING SMALL NOt WOOD,ENGINZEERED WOOD,AND FIBER CEMEM SIDING SAND FRAME. a 1G.3.J4'PLYWOOD FLOORING SURFACE WAILED WITH 3"x 0.120'GALV NAIL SPACED � �z� o.,�� S.ALL.FLOOR SIOD&JOIST LUAFSFJR TO BE#2 SYP, PT S"EDGFJ•IG`Of:PrLG.FLOORING ORIENTED PERPENDICULAR TO FLOOR JOISTS. O r�?'� � ALL WALL PLATES,STUDS 8 RAFTE'KS LUMBER TO BE I',`1 SYP KD ty�:.' u _p w 7.ALL WOOL`WITHIN W OFGRADE OR IN CONTACT WITH MASONI2f St TALL BE is y1a r PRESEFNATIVL I9E4TED IN ACCORDANCE WITH AWPA U1 A:YD 1-1.FOUNDATION FOOTING AND ANCHORING OF UNIT WILL BE THE OWNER'S I?ESPppNSII3ILI"!rY TO CHECK WITH LQCAL CODE AUTHOR1Tf TO VERIFY SPECIFIC ( FAS TENEO WITH t•LALVANIYED FASTF_IJ`.3t3• P.EC UIP.EM`NTS AFFPCTING 1 HE INSTALLA1.1CN•1 SETUP ANn UTLITY p,rVj 4 CO NECTON3 TO THIS BUILDING.THE PUP,CHA-3ER ASSUMES ALL ulo TL 6.TRUSS VI SIGNED TO SUPPORT D.L*L.L.-35 PSF. RESPON91£II.iTI'FOR COMPLY34CE WITH LOCAL,COUNTY OR MUNICIPAL CODE REQUIRC,'AENTS FOR THIS STRUCTURE mtertc4:. - 3.ALL ALUMINUM SIDINGIROOFING TO BE SW-4 ALLOY GONFORMING TO AS TM B-209. 3?-GI)U M!NI'0UM YIELD STRENGTH. 18.ROOF DRAINA(;E PER 15D3A aS RUOi.4 10.USE',1.4 X J4"TYPE A SHEET MET.Al SCREW FOR ALL CONNECTIONS BETWEEN '�• ,. � - I """� ALUMtNUM LAP SIDING AND FRAMG USE 00X3/4"W!TH1i2`NLOPRENC-9ACKCO ISIRUCTUP,AL. LOAD LIMI1AIl?)'JS ;,-`.` ,,.• m. «. iVASHPRATCAOHEDONCONNECTICK15B TWEA4ROOFANDFRAM,E. --•-_--•--- - --._ 8PACI,N--AS M.1.0WS: rnx�ar�aaw Op! B' DRp� IBC. 1 ROOFLS/DING-PERIPW=RAL MEMBERS 5'OC rLGOR UvE LOAD: u•°:s,9 ��bT� 0�4r�SY ROOflSIDlNG-lNTER(OI3 MEMDERS 10"OL, naw ns,sv:.>c v ,,^.ID[Nc- 12'GC BOTTOM PERIMETER, A.5011 w P51 ( ROOT UVE LOAT): Irratc�+uwigc,v.a,:r,vt�,li n er uuntrn�..•mm 7;.TJOUbt SHALL BF.1'X 1'5TEbl TOME WELD2=0 i-RAWtE WITH AN ALUMINUM A•�G fir• .aar.•afm+ i�AN1'I:JSF-RTW(T-l3TRUrTURAL.LINERANDPIANOHINGE.DOORIS rsa-,T s:.16+w Lw.o; ;t;et+lerr ( AT"!'ACIHED TO VERTICAL DODF:JAMS.OflTIQNAL DOORS INCLUDE DOUBLE ALUAdINUN V,0OP,5 GARAGE DOORS.AND PREHUNG STEEL DOORS.TYPE, NUT i,PPLICFOLE tip. -Tfi?L a {,.%ice ANW4RICAIA, RUf F"! Sk'E,:.+UANTt'fYANk7LOCAI'tON,lAYVARY.IDOORNOTSUBJECTTLtiHrlQKT ! "IQD LOAD. `,Y�' °s•,t,�l FIAF.IDI.�'r, CAMBRF:i_ AND WATA FtECUiREPJIEI+7T IF 3l}ft-pti+ti31S<a•400aP PER FBC 10iD_7.1(6). a ULTInIniE ISn e1PN;LfOAf�n:�L 13.E IIf'N _ +'- tM� ';Ye. BARN. GPE4F7 OU5E Pr736 T'fC1N1551C.STt CCR i. C.!J%IND EAPOSUfM r.A1ECURY y D. GCOi -53 WEIMM PR:s3URC ;:-o:•e f 4 %>'(FT•:+:�:'� Ig81 ;fit' aTA1Oar ;r im 978C 2 N. t Ay «11 OltiE E ._ __-'--•-- -•--. .. ..._- -- �,(;'�,.va,.�.��'•�Jatel :kt (i.:ys-.-r,,-. M lv PtiIAPPRASl�1L'dIJS>riJ1-iS ,.j. i FLOOR DETAILS -- VARIES TO GO' O'l PT 2X4JO)FLOOR JOWIT516"OC 618"X 24°9°HELIX(Of:EQUAL)ANCHOR FOR SOIL "- i3OU9Lr P'T 2x0 3KID5 —PT 2Xa(6)RAIL MODEL ZriRA(r2ADAU)OR EQUAL FOR ROCK �t�v C- n SKiUS REftUIRF..o FOR (3)3' .120 NAILS / ,..-�! -^�•--••-.035 GALV.STRAP OR CABLE OF 47500 CAPACITY FLOOR VVIDTH OF 13'6' � '"� �_ I -' _._.._. .... .. qF�T u I F(AINDA [ON ANCHORING 111i D )IAIN SYSTEM � o r j E p TO BE SITE DESIGNED AND LOCALLY y PERP..ri{ TED �� o zorL 1 I I t a'Jj0. i ;I � I ��tStyLt9tlrfr//j,' u4a a a l ( I I 13' b" MAX `ti te� ItS.`x,IFQ r o Ll cq Li p 1IDENITS (G)3'X.120 NAILS PER CONNECTION t 6'PT&O'Y4FL O%J 6�g lU xia ,r iP?X6 FLOO 'WIDE O 5 S 18"IOC I}1 + + ! �j q g �,+ 2"(OR 4')X WX 16"SOLID CONCRETE BLOCKS IA� s TYPICAL f_I C A L FLOOR F SS H M I I V'G AND TIE DOM ANCHORS SPACED 2'FROM (31 _ 0I ---•---•— N.T.S. EACH END,THEN MAX.B'CENTERS. ( tn.eriulc, •„ ':"'A' 3/4°PLYWOOD PT .w•;'r:.n; \'` I-LC r1 JOEIS Al 2_ f WILL SUPPORI�SO?St•LIVE 6 DEAD L 0_"u) �'••'^"" '•`°�.r:.'- -,F, I / -2X4(6)PF FLOOR JOIST 'C�R LO ING I ROBIN BUILDERS, 1N iLib Rnkr`vR"Irnrd°Itl -D-;4(f8}PT HERDER 89TYVEEN- - UN.T W:DIII G' G' !C »'Ci 13 6' SS2 S. STATE ST_ lccou"rao ' 3KfDS9"X.12U NAILS 0'OC -=� .._..__-_._._...___.__._.___.__.— LYOf35. Glt �iCB CChSMP19.SM15�'16 ?LOOK JOTS( 2Xr: 2X4 21SG 2F6 `tad 912-626-3264 R!ryr{m(°fNin0y9�1hJOrG,NI+S� I 't _ •• 20 GA.CaALV.ANGLE PLATE yr ! 7 .. rt°eeaan.to raenlaar � b-3"X AZO RAILB PER PLA7'E� A qT CICI!tc T 7 alxcceuaaw °"'•"""""' 5 2X•I PT HEADERBTN5EN—�• �o\ - f j FLOOf? DFTAIi.S n Sv1DS-0"h.120 3aAJL5 G"OC DOUBLE PT 2XR SKIDS i •B' u� l•0' P. i}L' LO' �- rn SIMPSON tl4 OR EQUAL -- — L 1 ON SIZE 10)E 16 OR LF_SS ^OR 125 PSF FLOG^Lo D,I6"OC Or 2r•"CC FLG�1R O15TS CA"i ` S%fSON H10.2 OR ECIUAL NpTE" DOUBLE y�g OS DppOEp 6`DEEP—l'RECEIVE USED SO LONG AS[7119r.NS101a Bi IS DiVIGEI Utl�'LY W A. ON 312e=10x1D GR I�.RGER FLOOR JOIST . 6)0'x.120 l'U AT EA�E�1 VOITH A CE1•R-R SHO AND AN EXTRA SKID IS PACED UNDER EALH CO�^N�NECT�IjON_ /� \ CUISIDE WALL. FBC 2017 DA M FLOOR DETAIL/ -- --- — ---- �2kONEi7 rEi N.T.S. E PSI APPROVAL 2U1>3-U1-1aol 1 L FRAMING FOR AMERICANA,CLASSIC.RUFFf 20 GA 2.5'X 4'MTTEI(CONNECTOR PLATES FIDADER OL-TAIL MAX SPANS&FASTENING — --- "— '` ��` /•� EMBEDDED BY HYDRAULIC PRESS HEADERS 1-2x4 2-2X4 ?-2 EACH SIDE OF JOINT X0 1 '� `_�--' s W1T1.1112' WITH 1/2' 12 ✓r - "" '" ! '"_ r---20 GA.3"Y.6-CONNECTOR PLATES 0l o PLYWOOD PLYWOOD :; �'— �`-.�- AT T141S CONNECTION)ON 14'WtDE fm IP1W s - �� UNITS ONLY o N PdN { I a h o 1 OR I 1 OPTIONAL SAVE 8'MAX I I DOUDLE 2X:SYP#1 M STUDS R DOUBI E It 2V4 SYP IM KD RAF-TERS AT EACH END STITCHED WM"X.120 NAILS 12"Do � MAX SPANS 22.5- fi4" Q6" ! I{ _ _ — - 1 12'2.'S3 fiLJCi( ,I �� I --2X4 SYP Ni KD MALL STUD WITH FASTENING:;t-.130"x 3" 6-.13W x 3- Inv x 3' r ' I I f I �`�- � � - l.)Y4 SYP#4 rD JACK STUD Y� �43 NAIL EA ENO NAIL EA END NAIL EA FND _ _•_I AT DOOR OPENINGS n r I s t7 SILL SPAN 8 ASTE(ING_ I i-1X4 SYP#2 KD BELTUNE,DADO INTO STUD IL ' SILLS 1-2x4 1 ir2"X 12"2b GA.GALV.6TEEL PLATE I CONTINUOUS AROUND PERIMETER TOP 8,BOTTOM L EACH STUD `� I I I (2)3"x.120 NAILS PER CONNECTION V!2 d (8)1.25"X.105"NAILS(TYP.) 2X4 SVP Jt1 Ki7 BOTTOM PLATE 3"x.120"NAILS 8"SPACINC I 1 - - If DOUBLE PT V6 SKIDSTYPE AND LOCATION OF a€N- i I Imo' 6" MAX. � AND WIND0W9T0VARfDOORS I MAX$PAA1S 4y" I NOTE FOUR SKIDS UNDER 13'6"WIDE FLOORS ONLY I FASYEAIING 3-•130"x 3° LNL EA tNC E I`J D �n�A L. F R A M I I'�.I G TYPICAL DOOR FRAMING: a 3 _ MAXIMUM DOOR SIZE- so,r] -- N.X.S. '-- 108"W X 80"H12 4i n a o R W rU �I Ou q 1 la 3 211 GA.2.5"X 4"MITEK CONNECT OR PLATES 0 1-4 OI L'•O 1Y.4 SVP#2 PLRLIN SURFACE NAILED "`�. EMBEDDED DY HYDRAULIC PRE59 (�` = W u .10- W1TH(3)T116"X2"10OAUG9 /� FAGHl:1DEpr-d0W7 J'•" y n''�ate. •�'- STAPLES PER CONNECTION (ALT)20 GAUGE STEEL HAT CHANNEL / SS, '�`�` ,..",r,;,,c".:_•,m_-v.,.,- y�U o F W1(2)2-114"XO.131 if NAIL PER CONM i-'r' �`• O U a_s (3)3"X•120 NAILS PER CONNECTION -- a �--2X4 BOTTOM CHORDS ON I W.11V DELETE OH ON AMERICANA n"m,m.a"asac�W dn, s113'8"WIDE UNITS ONLY AND RUr FY MODELS aeestw¢aa OPTIONAL SAVE 3"MAX---13"- - 2X4 SYP Q{i KD STUDS 5 RAFTERS 24"MAX SPACING mucccruDant¢ w� Gnvmmmte¢°nns{r.,"""r[.Mur"n re r'""'^�'-"° RD¢D¢s3]D.tar¢W¢JP LSI!UYi17N41G RIDING:SEE NOTE,14 s 40" MAX. I' U�U760.R5�y}rItaC- >]s:GA1.r)IR 3g 1 X4 SYP 92 KD CONTINUOUS BELTLINE,DADO INTO STUD 9t 2 576-337.06 (2)3"x:120 NAILS PER CON VECTION STUDS TOE-RAILS-0 TO BOTTOM—, ` ttttttfleet� ,••••.••••"^, PLATE,(4)3°x.134'NAILS('iYP.) I 2X4 SYP Al KD BOTTOM PLATE,3'x:120 NAILS 8" I?DEFY, CLASSIC, Ahl) AMCRICANh 1 -DOUBLE PT 2X6 SI(IDS per,,,fig FRAMING DETAILS 1112"X12"2GGAGALV.STEEL PLATE- _-4SIIDSONIV&WIDE `�= (r 1�= AT FACH S"�UD TO FLLOUR Cpp�fl,v_�E..�"YY'7T710 N , ' (8,1.25'7<.1Ob'NAilays]P.) 15' G" MAX. uu/ rr T r� '• txei©i:• a"'�.�` 12-20-17 3 of t E`.. i ?�-7 I� �� A\ NT.S. PSIAFPROVR-(;W !-01.1h �� OOF FRAhIIIqG FOR FLORI-DWI NOTE:ENABL-.ORIENTATION IS SYMBOLIC ;31NC.F'CyAE;I E CAN BF IN RITHEP DIRECTIOR Q cq ano I 2.& ROOFING.SEE NOTEP14 It,'"X 18"25 GA.GAI.V.GTCEL t. "TRAP AT Tf' L) IP OF FACH snin ON GABLES-ATTACH TO TOP OF RAFTSP -ri OVrFZ RINI.%TC�PPLA7M TO S;rtjD 'lx4.#1 'RTIr Plaas R.�,­.PJ,..Id Mh (111125"X ifj.1r,1,1A!Ls(1yP) - SYP VE, AL RIM. OVER 2Y4 41 OUSL=2)(4 SYP TOP PLATE W1)t l0VNAILS W SPACING (p aoLsl=t Vila.19 M,�4 w-a-v 4--V_ r, SIDINI-;,Sf�.E-NOTE 014 n PPX62374.1­044017 It I SyPK0 STU116 LiJ.kCr.aU02436 I Xd PURL IN I-IN It _I X4 So`ePK0 PUR 1%J7 8 t;fkU%1.GTFEL PLATE CONNECTION (8)�,.25"2 1075N'iA'I_OrTT"l 2X4(8)FLOOR JOIST-/' DOWLE P 1'2X0 SKIDS 244 CYP 41 BOTTOM PLATE Dam 0 MAX_ 151 TYPICAL POOR FR MING MAX�MUM DOOR SNE 1 JV 10, X?WH END WALL FRAMING 2X4Z$YP4l 10PRIURAHER 3_3"x.1Vq'NAILS ATEACH C3 C)VI= "­4 SY?ill I UP M-A'I E 1,11ON I FA`)I EN NI 3"*..12n NAIL 8"OC VSTUDT I PLATE CONNECTION N.T.S. it-1-4 10'2o G STEEL STRAP IECT ION 16�01`.,.UO&RAFTER CINF 1:4 C ROOFING:SEE NOTE 9W V4 ti I SYP STUDS I M Nov ores-:-tea 74 MAX SPA(-.JNC, OR IX4 PURLIX RAFTERS 2X4 SVPftl ON 24"CENTER.1 SEARING 1,10TES' OPTIONAL T writ.i.s'm IrTI)RAI. (31RL-.t.'TLYOVL-.Rf�AFTER FOR WAN MAX.ABLE-VVA)LS)Ur)S C-1 OR 2X441 mr-P�Bar rum PLATE- EAVE USE SINGLE 2X4 R ATTACHTOGABLE RINI lIV14-7 x.1201 NAILS EA END 931. x 'ZSGGALVMAPS-�iX USE DOUBLE2x4SYM1 INT" PnOQLE MAX SPAN 13R' _ SOT.EA.STUD TO PUNWO)ST F)0UrjLr-,qTbn3ATcoRHrH:, 1,7rrCH Vila"x.120NAIL ON tr CENTERS FASTrt,110116-5 1141,"06'NA31 S 3"x,l 711'NAIL S ON 8`SPADING ATTACH TO OACI.E RIM W1 6-31 x.120NAILS EA,END ROSIN BUILDERS INC S52 S STID,Sr. SIDE WALL FRAMING 2X441 SYP S WEIS LYONS CA 0436 24"U.C. 2-s,x.1 2w NAi L:3 r rom ------------ 1 y,4 V1 CIED 2x4 41 GYP TOP& 'jj 801 IOM PLAIESCONI' T, u1N%C1)r'j,9%Ds I %%NO-TS /_FL00RING:,,EE PIOTE1,116 P.GRIDIAN ........... rRAmmic; utujLs SIUING.SEE NO-E A14 I 11Z x 1,2"'a 0 STEEL STRAP 14 Top a BOTTOM Or EACH STUD 2X4(011 FLOOR jOl ST 8C 2017 "C F'I 2-:20-17 4 OF 8 23 MUTED TYPICAL CROSS SECTION SCALE: 1/4" = 1' PSI APPROVAL 2(JMill-15 Intrrtuk. GAMBREL BARNFRAMItdGDETAILS r—IX4SYP92 PURLIN SURFACE NAILED WITH ,,r",,,,• �' (3)7116"X 2"STAPLES PER CONNEC1ION , _ ti, (ALT):!C GAUGE STEEL HAT CHANNEL ...."a y :tr {37 3"X_1Y0 NAILS AT STUD 1Z W1(2)2-1l4"X0.13-.HT NAIL PER CONI L TO TRUSS CONN6C'I10N 3.rr� ;.0)(3h.Z6-X 4'MA rkK CONNECTOR PLAT ES aW�l^ •-• - 1 `, j, EACH SIDE OF JOINT €O N CMN PMlxN RktarJrunr _ lccusEoraao ENINGS ONLY DOUBLE 2X4 STUDS,,R,AFTER5 HEADER FOR DOOR OP 1 r N amr4nas,swac a• -_� \ /AT ENDVVALLS ONLY 1 0 uucccellornu --__ f STITCH TDGEMER WITH bwnnvm Maia4vr:wmr amen;".�i --- / 3"x.i'LO"r tA1L5 SS PAVING c�•. ILFE 6tl'13TJ.lA A'GM1301) /'f' }�W.q sj=VUe lsc Ili rpSO 1 I42 OR LGUAL-..--/ :EACH RAFTER TO STUD � �— �w 51LL SPAN$FASTENING CONNECTION Wf((6))0.120"x 1-11z, �I I ; DOUBLE 2r(4� G,x. I- i Zt4 NAILS PER ANCHOR SILLS 2.4513YP M11D ZVOC MIN 7 1 i i2"X 12^26 CA.GALV.STEEL PLATE —1X4 PURLN a AT TOP&SOTTOM OF EACH STUD ' IX 3 PURLIN •- ?-3" 1 O rl,H WITH(8)1.25"X.105"NAIL'S{TYP.) I i F1E.R tidfVNEC'11pN {3)3"X_120'TOENAILS AT STUD MAX S;11N'1�3, 43 �L�r \a .-- �- - TO PLATE CONFECTION u, ^o FASTE130"x:s" 2C31r13YP80TTONIL EA EN &TOP PLATE , tJOUBLE PT 2X6 SKIDS' l- I' FIF4l7ER DE.fAq.MAk 3P116J8&FASTENING �OTE FOUR SKIDS UNDER 131G"VIRDE FLOORS ONLY G 'n.n _ TYPICAL DOOR FRAMING: t, W^_� ,r •Ua' G" MAX. MAXIMIJM DOOR S12Z3- )HEADERS 1-2x4 2-2X4. 7r 2X8 103"d�/X 80"H l�w n a 0 I PLYWOOD PLYWOOD E 1`� D WA L_.(_ F-R A M 11\I N-T.S. 1 `� Ind *`•,G3 E l OR 12 �^�--%•`•' 1-�".. 20 GA 2 tr X 4'MITEK CONNECTOR PLATE$ 5 q- t ���"- .'j° f OR EQUAL EA SIDE OF CONNECTION 'i`P� h4AXSPANS 22.5" Sx' 12% _� 2K491SYPEOTTOtACHORDS.ON R' c�i�a � EFASTENING 3-130'xle 3 13D'r.S" 2-.13D"x9 10'V4IDEJAI1'6"WIDEOMJ!_Y -- NAIL EA END MAIL EA END NAIL Er*ENDi l- -- -.--�.----- '-- --'- -" ------- r DOUdLETflx'PLATE CONT.2x0OVER2.c4 �v SIMPSON Fit OR EQUAL �'`��` SS xi vm-h✓�d EACH RAM- R TO STUD i'^•� 2X4#1 3YP STYUDS E,RAFTERS ».,.".. CONNECTION W18-PJ8 Y 1.25' y j MIN 9PACIN<'i SCREWS PER ANCHOR � � FIRRI$,9S1.14An1EER1 INC. I YOP�S, G 30j6 �912�520-32GG SIDING:SEC NOTE 4114----� e y K--•IX4 PURLIN }111tt iJ 31eP1i t If2'X 13"2S GA OALV_STEEL PSAfE ([ I 1 PEP CONNEMON »yam EACH STUD TO FLOOR COIdNEGT1C! _ I f p1 GAV.13PEL BARN Y143H(3)1.26'X,ttJ6'NAiLS(IYY.j �` 'd 2X4#ISYPEIOTTOMPLATE Ff�J"?IIMG Ot:TA.IiS 31 of s - DOUBLE PT 2X3 SKIDS '180 2017 N '. r •1d7� I OTE FO n SKIDS UNDER 13'6"WIDE FLOORS'ONLY _ l ...._._..-.13' 6" MAX.---.._ .. _......__.. "'12-20-17 5 of G o f , L R V �J S S S E C T I C�r'J _L�LTA I L _ %�=iv:irz/r�rH•J(f:+la'.- v m� _� -- PSIAPPROVAS_201d-01-15 N.T.S. 5 r LYL!t1GD FLOQRiNG-��j 2xa BASEPLAIC _FLOOR JOIST- / r-?x•ICG) PT 1.1m JQ1ST // .. FLOOR JOIST G E IN C R_!�L N I E S •_-- �'aH•vc/B' ZINC NI.AIED WASHE Jt .-3/6' PLYWOOD FLOORING -- ---- •� c�v� 1 BUILDING ANCHORS INT➢ EARTH SHALL BE •-N —C---- , �I/2'Xd• GALV LAG BGL'r f T X D MOBILE HOE TYPE 1:2' SiNGLC HCL[X t:YC ,- x4 DASFPLA71; o r•' ANCHOR ATTACHED TO BUILDING ANCHORS BY HOME PRIDE Df. FOUAL WITH I o W[YH V2`xa' GALV LAG 5GLT +� '� MINIMUM EMBL•'DMEN! OF' c'4' AND 1I111 1/ WASHER,' G fHEN EYE OF ''�-�- �' �/'Yxa(Aa PT RIM .IniSl AVFRAGF HOLDING POWFR OF a,0001J � cq • _�_._ Yu'V ANCHOP, THRd P•IN JOIST S ice'/' 2. BUIL Bit ANCHf;Ka lrl'IC L'[li•iCR£TE 7/2" t I ` INTO END Gr FZnGR 10[sT `{ WEDGE ANCHORS WITH 1;1H 3' CIdDEDNCNT 5` 6 '` i,� 2'+i v{ie' MC- 3. ANCHURING `'YVEM iU L-MUUND PLR. LOCAL = .i —`—�� ---CiHADE ,.�� PLATED WASHER BUILDING COPE. 1.➢CATF ANCHORS PFR � p • I°[� 1/B'X4' GALV LAG BUL I SPACING REULIfREME NTJ SHOWN 1,11 THIN F J w a. ANCI•LCTRIIJG SYSTEM TO C➢IdCRETE SLAB PER PIER, SPACING LOCAL BUILDING CODE. LOCATE ANCHORS PER REQUIREMENTS SAME _I'l SPACING REQUIREMENTS SHOWN WITHIN AS Allc'EIR SPACING i/'c" EYE AUGER ANCHGCc 1J1TFi ANCHOR ATTACFIF'D TG BUILDING .i. FND PAD SPAC.T1,15 TS FND nF DI III BIN(-, 'TrI REA R MFNTS = S' SINGLE HELIX 8. MIN, WITH 1/21x4' GALV LAG DOLT CENTER OF END PAD bra EMBEDMENT OF £4'. LOCATE THROUGH WASHER,'THEN EYE OF 6. PAD SPACING ➢T+'ICR THAN END PADS IS ulZea 'aANCHCIRS 01JLY ALONG LONG ANCHOR, THEN RLM JOIST % CENTER fO CENTER M, 500.•DE GF BUILDING. END ANCHORS � 'INTO CND Or rLOCR JOIST ela�Wl CHIN 2' OF EACH END, THEN '/. BASE LiF EACH F'All l'U BE 13'x1SAND SOLID8' MAX ANCHI'R SPACDcG _--. C➢NCRETE DL➢3L CC OCR AND SANK MIX?—� GRADE 0 HOLLOW OR S➢LJD CONCRETE BLOCKS MAY t DL DRY-STACKED UN PADS FOR HILH Sr SKIDS 1/2' EYE AUGER ANCHOR WITH UP 70 401 WITHOUT REINFORCING SI-�rT� WT ATTACHED ^} I a' SINGLC IICL•1X & MIN. 9. ANCHUR ';PACING IS BASED ON.ASCE ;-10 � !� E 1 ' EJ•IP.Eg EtdT OF 24•- LOC�iE RISK CATE6OP.Y 1 BUILDING EXPOSURE D V illl END VIEW'�IJ AME i S ONLY ALONGG NNE• 16i1 M.P.H. C3 SEC GUST) XP13SURE C. '---'--'-'--- -- :�. SIDE OF BUILDING. END ANCHORS 2017 FLORIDA BUILDING CODE 6th L110 ION •�•- SCAI.C=PLT.S .r I WLIMIN Y' OF !A.N F.N71, IHLPI 10, MAXIMUM INTERIOR SIDLWALL HEIGH'I OF vj d'"jt� iv,� ;v 8' MAN ANCHUK SPACING. BUILDING IS STI INSIDE WALL HETfHT a a a j 11. MA'/.I'mUM WIDTFI OF FLOOR IS IVIG' WIDE 41 yp r+ a; p 12. ID-MAXIMUM LENGTH OF FLU IS 50• L➢NU y vi j' p 11. PTFR SPAf:TNri RFQi11RCHFNT.r. SAMF AS � is � +`i.•, AUGER ANCHOR SPACING REQUIREMENTS ,.oZ5 T u» tiv 10 ANCHEIR ATTACHMENT DETAIL �� 1I SCALE- N.T.S. FOUNI)XION ANCHORING I IF.DQVVN-8YST M .^.x4 DASEPLhT� I --<i)I/?• zlNc PLATED MDT TO BE SITE OES{GN=D AN,LOCALLY ''Y I PERMITTED �- i3/4' PLYWOOD _��•—<D 2'x2'xI 8' ZG1i, PLATED WASHER .t�•o•:L..:iP:d::.+?.. —do GAUGE 6-90 GALV PlzwRwka TildatdOlds ,r-•--P.;c4(S)PJ' RIM JO1Sl STEEL I.S APED BRACKET v 19 S 'L �,.... 1/2' WEUL•E A•FCHUH Wl TH U- HCKET I[c�+nzwrd 1/2' x 12' EYEBOLT 3' MIN LMDEDMENT INTO ATTACHEll TO EACH FLasnnPac,S:m-,F SOLID CONCRETE SLAD STUD & FFa CENED W/ W Jra at oaa16 THRrJUGH 2x4 WALLPLATE U4)- 0.089 x 125' Drµ rt It Otamar:•Mtwi.Mxt(q ra D01N 0UI XRS INC. CYC BELT ATTACHED TO ANC.I:OP. W°TH 2r.4 PT BO7TD14 PLATE _ &2 SS ST TE SY`�. �= ZP D0.1, {2) 2'xa,v.I/G' PACING or ANCHORS TO RING SHANK GALV NAILS Ftrgx'oZ=43 VE ooanY YO S GA. 30436 'E3 LP WASHEM,Cl)L'p' Lv NU HE MAX�' A+.GN(i ALL I /-•-2x•t BASEPLATE atktz aUdzasa �812�'S28-3286 T I '• 'r` ^�A-2a SJMPSGN'^r EQUAL) FOUR WALLS WITH I t4[N 4' S"i�'' i'as r'_• ANCHOR WITHIN t• GF i�r-':.-•:':;: ANCHGRP HINT?IEf•IDEDMENf.DGC EACH I:TIRNFR. —p'x4' P.T. BASE �L�Y;"'Y•S 1C ff�'• r LOCATE ANCHIIRS ONLY ALMIG RETC SLAB BY CONCRETE "LAD Dt' LONG SIDE OF BUILDING. END { "ONC +? :'"CL;'•' '* OTHERS LOCAL CODE ANCHORS WIIHIN?' fir FAUH MIN 4• �+*;'' } OTHERS LOCAL CODE mI ^ �- TIE DOWN DETAILS ANA .A iRi SVICTION END.THEN 3' 14AX SPACING -I- APPI Y AND JUR[sn[CTI: _�.f- P'!h'8''au APPLY ••,--f SHED WITH, AT•TACHE.D SKIDS Si-IED WITHOUT FLUCIR JE DOWN " R 20l17 nor aANC-ORED TO CONCRETE ANLNL2ED 1D CLNCRr FNn VTrW END VIEW t S NOTED SCALE= N.1�. SCALE•PL7.^, v PSI APPfiG,iAl1077•sUt-:5 USE 1/2"DIA.RED HEADS .035 GALV.STRAP OF 4750#CAPACITY OR EQUAL @ 2'FRM EACH END&@ 8'-0"O.C.(MAX) PATIO ANCHOR MICS-2 OR APPROVED EQUAL cm STRAP IS THREADED W/2 1/4"MIN EMBEDMENT o ^- THROUGH SLOTTED BOLT IN 2500 PSI CONCRETE 035 GALV.STRAP OF 4750#CAPACITY cq c &AS THE BOLT IS TIGHTENED, � THE STRAP WINDS AROUND Cc THE BOLT SHANK. J J 3 � a DOUBLE PT 2X6 SKID w o 3 1/2"CONCRETE SLAB, DOUBLE PT 2X6 SKID w p w zocc CONCRETE SLAB BY OTHERS o. LOCAL CODE AND JURISDICTION APPLY 2"(OR 4')X 8"X 16"CONCRETE BLOCK GENERAL NOTES BLOCKS&TIE DOWN ANCHORS SPACED 2' >N FROM EACH END,THEN ON MAX.8'CENTERS. TIE DOWN ANCHOR: 5/8"X 30"TWIN 4"HELIX(#30DHC2)OR U I.:m m 5/8"X 24"6"HELIX(#24SH)OR EQUAL FOR SOIL 1.BUILDING ANCHORS INTO EARTH SHALL BE N to MODEL MRA #24DAC1 OR EQUAL FOR ROCK 5/8"x 30"TWIN 4"HELIX OR 5L8"x 24"SINGLE + Won M ( ) 6"HELIX OR EQUAL FOR SO L WITH AVERAGE HOLDING POWER OF 4 000 2.MINIMUM EMBEDMENT bF EARTH ANCHORS 24" � a N w o TIE DOWN T O GROUND 3.BUILDING ANCHORS INTO CONCRETE SHALL BE q 0011 o w 1/2"WEDGE ANCHORS WITH MINIMUM 3" y vi vi I o SCALE:2"=1' EMBEDMENT b z N 4 c 4.LOCATE ANCHORS PER SPACING REQUIREMENTS wo z SHOWN HEREIN .0r, o „� z 5.CONCRETE SLAB CONSTRUCTED TO LOCAL '�J p r o 3 BUILDING CODE 6.END PAD SPACING IS END OF BUILDING TO W CENTER OF END PAD c F a 3 a 7.PAD SPACING OTHER THAN END IS CENTER C o o A TIE ®OWN TO SLAB TO CENTER o 0 Ej 8.BASE OF EACH PAD TO BE 8"x 16")x 4"SOLID CONCRETE �o a� C E: =1' 9.BLOCK OR SOLID CNOBXCRETEXBLOCKS MAYBE DRY-STACKED ON PADS FOR HIGH SETS UP TO 48"WITHOUT REINFORCING 2X4 SYPKD STUD 24"OC 10.AN HOR P R I IS B S G EXPOSURE B 0 FOR 1/2"EXPANSION BOLT 48"O C 160 M.P.H.((3 SEC GUST)2017 FLORIDA BUILDING 2 1/4"EMBED WITH 2"�1/8"ROUND WASHER CODE 6th EbITION a 11.MAXIMUN INTERIOR SIDEWALL HEIGHT OF BUILDING IS 90"INSIDE WALL HEIGHT ROBIN BUILDERS,INC. 12.MAXIMUM WIDTH OF FLOOR IS 13'6" 552 S.STATE ST. 2X4 PT BOTTOM PLATE 13.MAXIMUM LENGTH OF FLOOR IS 50' LYONS,GA 30436 14.PIER SPACING REQUIREMENTS SAME AS AUGER 912�26_3 ANCHOR SPACING REQUIREMENTS 266 CONCRETE SLAB TIE DOWN DETAILS NOTE:DOUBLgE�BOTTOM PLATE IS ATTACHED TO STUDS WITH(1 " ONG 26 GA..NGALVp'U"STRAP 1/2" T EACH (14)1D 1%04"X 105 NAILS PER CONNECTION. m � 1 OF 1TIE ®OWN WITHOUT FLOOR SCALE:1"=1' /ZT/�9