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HomeMy WebLinkAboutLETTER ABOUT MANUFACTURER CERTIFICATIONRA Vw4duredlilftg P.Vw Pro Bus e! 1�4'tMAM Regulation pllt-4 6*1457.1 l& M4148W September 03, 2016 Lewis Hartley Robin Builders, Inc. - FL Post Office Box 1067, 14915 Hwy 27 S. Lake wales, FL 33859 RE: Manufacturer Certification, ID MFT-55; Expiration Date: August 23, 2019 Dear Lewis Hartley It Is my pleasure to inform you that Robin Builders, Inc. - FL, located at PO Box 1067, 14915 US 27 S., Lake Wales, FL 33859, 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 installation Issues are subject to the local authority having jurisdiction. The Departments 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 SCIS (www.florldab 2din❑_ora) 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,floridabulidino.Ora 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 luck Seat; Govelvia PSI APPROVAL 20171.12-01 I agvgT,t� Z�j�? i .. R i t �`� 1 a,�ll�1i I'j y*h I'l 1�1 .,� I-ER-S / I_477-17 GENERAL_ NOTES I.THIS STRUCTURE HAS BEEN bESIGNED IN ACCORDANCE•WITH THE` 017 FLORIDA BDG. 6TH EDITION AND ASCE 7-10 FOR t60 MPH ULTIMATE; WIND SPEED,SECOND'GUST) 12. ALL�WIRE SHALL:BE #12 THH EXPOSURE C FOR RARTIALLYIENCLOSED BUILDINGS: 2014 FIRE PRES/. CODE, 2014-NEC. PROTECTED PER NEC 2014 EC 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND .ALL OTHER APPLICABLE CODE 13. ALUMINUM WINDOWS - TYF n 3. BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE. 501125 PSF•FLOOR LOAD. NOT FOR HABITATION. 14. OPTIONAL EXTERIOR WALL S MESgAA7�, MI. UM 4 LAP faII�17R WITFI EI+1y, 4. WRITTEN DIMENSIONS SHALL: TAKE PRECEDENCE OVER SCALED DIMENSIONS. j''BRACE gACKEF LD OW OR SHINGLEfi00F? OVER 9l8"' 5. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS -AS SHOWN, BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. PE MATILE OV 111116" OSB AI 15, USE7l16" X 1 3!1" 16 GA 5TA SIDING// AND FRAME. 6. ALL LUMBER TO BE 42 SYPKD' 16. 3/4" PLYWOOD FLOORING SL 7. ALL WOOD WITHIN 8" OF GRAIDE OR IN CONTACT WITH MASONRY SHALL BE TREATED F_DGE/ 1'D- OC FIELD IN ACCORDANCE W/AWPA Ul WIGALV. FASTENERS, 17 FDW �f QNx DOTING ND $ TRUSS DESIGNED TO SUPPORT D.L. + L.L. = 35 PSF. ' RE ' � IC+EII f TO CTINCHECAKf4M1! RE I�S EFJs Gi? CONN CICr Oro: S BUIL0 9 AC La�l�l MIJUM SJOING/E200FIIVG`TO BE 3004 ALLOY CONFORMING 7O ASTM B-209, 32 o0 Ifni '. UIy1 YIELD.:STRENi$TH. R65P47FFS_1�JL I.TY`&C3F2 GOMpGili RELIUIREMENTS'FOR'THIS STF 10. USE-#S-X 314" TYPE A:%EET METAL SCREW FOR ALL CONNECTIONS.. BETWEEN ALUMINUM LAP SIDING: Arlvvp FFAME. USE 48 X 1" WITH'1/2" ALUM. BACK NEOPRENE 18. ROOF DRAINAGE'PER 1503.4 WASHER ATTAOHEO ON CONN CTIONS BETWEEN ROOF AND'FRP.ME SPACIN�s.AS FOLLOWS: 19. STORAGE SHEDS-720 SQ. ROOF(SIDING - INTERIOR MEAL MBERS SSOC 12 OC TO COMPLY WITH ITS MANDAI (FS 653.73 (8) H) SIDING - 12" OC BOTTOM PERIMETER. ,^ 11. DOOR SHALL BE 1 X 1 STEE TUBE rRAMEi ;MINR INSER''T�� - PANEL ALUMI l M TRI ANr�pp Al DOUHM' LUMI{ IJM DO�RF�S G 'CHI TDQ R - d SIZE, QUANTITY AND.LOCATIO .°MY VARY: DS AND WIDTH REQUIRE11itENT'IF' UItiDING 15'<'= m a m K a - - - - — - --- - - - - CODE REVIEW Pmrdcs,onaf Ul- md.11—t O,Wndd F1.4W 12999 S 514.'A! )LID Q9 PER WITH'GROUND- WIRING C7URE LOCA'.r NS-& TYPE MAY VARY. IZE QUANTITY'AND LOCATION MAY VARY. o RJNGS INCLUDE CORRUGATED ALUMINUM, M 6/8l;.PTTF111 SIDING, VINYLSIDING l 3F'R CEry�yyCN7 PANEL PST STUCCO'ON UFF ROOP.ICQVER NGS INCLUDE ALUMINUM NOIOp: WJTH 2 LAY RS OF 15 LB. FELT OR 5 L8, FELT. FOR ALL CONNECTIONS BETWEEN WOOD .CE NAILED WITH 3" X.120 NAIL SPACED 6" OC CODE Y WITH FBC, BUT ARE NOT REQUIRED IE DEBRIS IMPACT STANDARDS STRUCTURAL LOAD LIMITATION-5 FLOOR LIVE LOAD: A. 50/125 PSF ROOF LIVE LOAD: A. 3O' PSF ROOF SNOW LOAD: NOT APPLICABLE WIND LOAD: A. ULTIMATE 160 MPH; NOMINAL 124 MPH B. RISK CATEGORY 1 C. C WIND EXPOSURE CATEGORY 0. GC9t = +-.55 INTERNAL PRESSURE --Er_+J9.6. —42.9_SF-DOORS F. +49.3, -62.0 WINDOWS G�n�,vl Ifab M IG . Q `y � ta1�i O :14 Lo 0 w h Q `J til 0 0 a a } U w L Qa C kc > '- a r y � W m Oa cp M .+ Ch a-ia 0i w Ll r w s. W (LI S ©LL7 O Q UC. BARN, GREI CLASSIC, A AMERICAN& INc. 33859 GUSE: Y! 'ErL w 2017 S `12-1-17 I ' 1 o'f 4' =-IO - - PSI APPROVAL 20.117-12-01 1p 'I CODE REVIEW f)1077M Sn"ef ' ! Orlando. Fladda 7:O7d -45 li( . i�tlir GSI I1 �lY Ilw� �) 1)Gul 1- 'If M1UGL ]:NDNI4 )'lull ii }I IrT .. }- flf+E.E:))91ki`E 1420]] � '?�� •;^I�1'�it1 . ,.il�� -! e y�'��irf I s: T' . , �,! 1 A081TIONA!)SKl PILACED UNDER M i W�O UNITS OE WAL ON 13' 9" m i, VAR1S TOy1sC Ool ' -T 2X4 ($) FLOOR JCiISTB z4 dC /� 518 X" 6 HE41X (OR;EQUAL) -ANCHOR FOR SOIL Rj 2X4 B AIL / Mop MRA (4ZibACj) OR EQUAL FOR ROCK a P3i DOUg1 E 2,XG SKID t3) 3'1:jNAILS Y,/ 1 �i q06 Ci. LV. STRAP OR'CA6LE:OF 47606 CAPACITY a: A ^ F b i o ri La 5 IL IL aaa. L3 IL 'JARIES TOi; IS' 9" .. im (A a I O 4OM co ' J � n to 1 .•i 441" W awl w aQ. A ,j :elm a O W Z Q ,T,,, N w C0 .. 0 3• i �] 6' - 8' WID UNITS (4) 3" X .'120 NAILS PER CONNECTION —'' O 67 PT2�44 FLOOR JOISTS 24" OC 14'1WIDEUNITS I� J� j�p� /'�5- oaa. i 9 PT2X66FLLOORJOISTS 24"OCTYPICAL FLOOR FRAMING q(.jDTIE,`'�OWNANCS-LHOl�55PACED2'FROM �� � zg, 9 - N.T:S. EACH E - ,THEN MAX. 9' CENTERS m 'I OR 5fG" SF PLYWOOD 2Xd (G) PT FLOOR JOIST FLOOR JOISTS AT 24' OC V:ILL SUPPORTI SO `SF LIVE 8 DE4D LOnD X FLOOR LOADING._— -- p g g pOG OX 11�67RppS1 INC. ` i � �itl St 29� 338b9 r 7 26 GA. 120 NAIL6 PER PLAT UNIT WIDTH •6' 8' 10.'; 12' IY 9" FLOOR JOIST 2X4 -2X4 2X 2X6 2X6 2X4 PT HEADER I SUSI)Aff'A srucdc PT DQUBLE 2X6 SKIDS 'A' 16- 18" 18? 28.5' 40.5," FIL �i0f 1�N. P.IME'r e.' 40< 60` ' ey 84` at+' BAf�N, USE i CLASSIC, RUFFY NOTE: OUgg E 2X6 gKIDS pADOEp1:75 �]EP;Tiu ECEIVE - AMERICANA, srEEl, FpI,OQ JOISTS (4) 3" X i20 NAILSATSACI ' C�ONNECT.ION. 25,U42 6* S b B 0 0 b' OC, 0 2 :• OC FLOOR.d01$ $CAN �a �" ....... '20» 'sW v i LQflR D�ETA'I La of N S NONE i v l .tl I I • 1 I :� I I _ 1 FRAIIAIN—G.FOF.. 'WBURBAN, FLORIDIAN, STUC�:OrPIN�Y.WOOb BARN AND vfNv RAFF! SQMDULE �2AFT ,— E 81N L l�j( 1 @@R FORSPA<- H 9 PS1�9 RAFTER i1t R SPAN 14TAX.144`;. 0$ilJ ITIZUSS q';R IaplisLE 2 18 UOS 1 '" NOTE: GABI:E ORIEN7 ATION IS'SY_Iy�BOLIC SINCEOABLE'CANSeI .S THER DIRECTION. TRUSS KINGPOST. ON TRUSSES 99"' 2.6 r 11/2" X 5' 26 GA, GALV. STEEL PLATE (6)1.25" X ,105" NAILS LIG1iiT TRUSS tpmi ,'ODE NEVIrK. �?a6 JJ•A $e•eM hnM NeW m oa: N fn V, C1 m 20:GA,.2.5" X 4" MITEK CONNECTOR PLATES G EACH SIDE OF TRUSS I N z 0 ROOFING: SEE NOTE#14 I :IV a ¢ .o 3 2X4 #2 SYPKD STUDS W AND RAFTERS Ot{IBLE2XQ..rI� SIDING: SEE NlirF. V 1 .. u. � z r14 .-----s ( Ljj �OZRUNWCTII , ✓= p 20LSN MAX. 12' I } 7/2" X 5" 26 GA. GALV. STEEL PLATE --- `wl (6) 1.25" X NAILS (TYP.) X4 PURLIN \-__ 1/X4 SYPKD PURLIN a - .105" 531)APLES PER4„ '4 ROOF F R A M I N G - CONNECTION a 2X4{6) FLOOR JOIST—_...-� - UBLE PT 2X6 SKIDS I � w N.T.S. I i 1„ I� Base Rail or Top Rail DOUBLE 2X4 (6), (6) 7:1?.SLOPE I M 37DOUBLE 2X4, MAX. 12' SPAN I 'i TYPICAL DOOR FRAMING 13' 9" I MAXIMUM DOOR SIZE . 120" W X 84" H ar� cs1 o m M —r-- Type Vd1 A I. #10 T e A Screwz 01ARAFTERS L F RA M�I N G U �_ a+ W a 2e OC 2X4 FOR SPAN <99" to N w>NSINGLE r \- Swagea dimple wiui - DOUBLE 2X4 FOR SPAN <144" , b 0¢ U = m o .118" dia. hole NOT[ OOFSYSTGMINSTALLEDONa2:12ROOFS SHALL COMPLY WITH FBC 1504 PERFORMANCE REQUIREMENTS. "0''�r•!!;•`-t: :',7+';:..: �. ;� amm �� f=-> az .-1 518" t :i 1 ;:")38 Stc*I ;'i•. r. (� �... - .... .. '� �r 1 iUi�AL SLJPE f- 00'' =F2 i"it;.i 4 ,,,, w z 3 ra V~i m 2U Z.�' u a N,T.S OPTIONAL STEEL STUD DETAIL NOTE: rH�s �O S'TRUCTURALFR; ING 1 — DE AILN .MA -V,qa��Y."FLORID N.T.S. HAS'NO:pp N" "°. ""!•! HAS OP.Tit ,( N GMAN§ARD- MAX .O ER ANGISfi ! . TYPICAL WIN. FRAMING NO" BEARING AREA OVER pOOR+ . •'( + 2X4 TOP PLATE \ L p I POBBIN OX 1060EFS WI. ,. 24" O.C. 2X4 92 SYP STUDS --�-'' I LAKE WALES. F� 33659 2d 0 :, j �� (L63) 638-1291 1X4 PURLIN 1X4 PURLIN DADOED ----� FLOORING: SEE NOTE#,6 INTO STUDS ..I DADOEDINTO SUBURBAN, STUCCO MAX. 991, STuos i k'LORIDIAN, PINEY SIDING: SEE NOTE#14 BARN, GREENHOUSE STEEL FRAME LL DOUBLE2XVM 2XQS)FLOORJOIST "e BOTTOM PLATE Uel A L.'L ER A.M I N YFUCAL §-AS :SS'SECTION ENOTED 3 4SCALE: 1/4" PSI APPROVAL 2017-12-01 CODE REVIEW 1748 rdS- 0,1-ft Florida 32.39 A '{ LSUCCC 1UO2M 12 -(4) ir"X120 NAILS " —20 GA. 2. 5--X 4!'MITEI< CONNECTOR PLATES g-e1ft EACWSIDE OF JOINT '0T ON GA. 3" X 6" CONNECTOR PLATES '77 AT THIS CONNECTION ON 13' WIDE UNITS'.ONLY I 112" x 5" 26 iGA, G ATE DO STUDS& RAFTERS f�66USUE:ZA4 WI3"X.1.20 NAILS 12'! CC IX4 PURLIN 194 PURLIN(3) 7116" X 1 3/4" 1 I/Z'X 10"26 GA. GALV. STEEL:PLATE :STAPLES PER CONNECTION (6)1.25" X.105"NAIL$ (TYP.) IX4 BOTTOM PLATE DOUBLE PT 2XG -SKIDS 13' MAX. TYPICAL DOOR FRAMING: MAXIMUM DOOR SIZE - END WALL FFAMi-jN1NG 11 1. 4 -�! 120' W X 84" H IX4 SYPKD ON 6& 8'WIDE UNITS ONLY ... 1X4 PURLIN 12 (3).7/16")X 1 3/4" 4 20 GA. 2.5"X4"MITEK CONNECTOR PLATE STAPLES PER CONNECTION 10 EACH SIDE OF JOINT DELETE OVERHANG ON RUFFY ... 20 GA. 3" X 6" CONNECTOR PLAT, HS & AMERICANA MODELS I!f;X4 AT THIS CONNECTION ON 13',� UNITS ONLY. VIDE I T BOTTOM CHORIA ON 10'..111 AT (3) a- X.120,NAILS)—/ PER CONNECTION 2X4 STUDS & RAFTERS 24" D.C. I "I c n lr� cq co r, In mh LAI a: oQcm O F; Wzp0 a. L� 9L .4 < cs w-o > Lo pq in ao -�c o m c3 = z 1� w vJ zrn C4 ^ oc w t1l z Q 92" MAX, ROBIN BUILDERS, INC. PO BOX 1067 1 X4 PURLIN MAX, SPtkpd,1jN0;E-ARBEARING L 638-I294 WALES. FL. 3�859 (3) 7116" X 1 3/4" OR L 112"X 10"26 GA. GALV. STEEL PLATE STAPLES PER CONNECTION i) 1.25" X.10S- NAILS Cr 2- 2X4 2- 2X6 YP.) I X4 BOTTOM PLATE L 'Y JQ A UFFY CLASSIC D6uli 2)o---81@IOS y HaAOrmll MAX. SPAN 4MER16ANA 4" 2017 SW 'I2-1-17 4cfJ4 " USE 112" DIA RED HEADS f'1 { >< - PRO (� 2' FRM EACH END & coil 8' - 0" O.C. (MAX) PATIO ANCHOR MICS-2 D 0� U M OR APPROVED EQUAL ; VVV W/2 1/4" M.IN EMBEDMENT IN 2500 PSI CONCRETE _____ .035 GAL.V. STRAP OF 4750N CAPACITY 1 1 \ .035 GALV. STRAP OF 4750111 CAPACITY OR EQUAL " I STRAP IS THREADED i THROUGH SLOTTED'BOLT \ AS THE BOLT IS TIGHTENED, \ THE STRAP WINDS AROUND � _\__DOUBLE PT 2X6SKID THE BOLT SHANK, r Q " CONCAETE SLAB. d' l 6X6 #10/10 WWM . OR FIBERMESH — DOUBLE PT 2X6 SKID ;.r#: 2" (DR.4") X 8",.X 16" CONCRETE BLOCK iclria►� iitiGq�- BL,L11CK5 BttTIC DOWfy'ANCHORS'SPACED 2' ( �1 TIE DOWN ANCHOR: 5/8 X 30 T.WIRtO�4 HCLIX (k30DHC2)) OR `y MAX. 8' CENTERS. ky+? } 9 a 5/$ ,.6,+&IX-(424SH) OR.EQUAL FOR SOIL tl.�' o� MOD1=L X241�1RA'(04D'AC'I..) OR EQUAL FOR ROCK TIE D. J� . •W N T O. —Wff_ S LA:B { ` TIE D O WN T.O. - GROUND � of �� 2X4 SYPK05TUD 24" t)C SCALE. 2" = 1' a I / 1 12 1 4"-EM13E!O VVION BTH`2' XX 1 8" WASHER 9I — 2X4 PT BOTTOM PLATE I wr wo. °0 O N - . C4 1D N ^ 'I in O W F N a p = U- Q o J H ... Oir o r U iz ,4 im >N �o v 44 m A OInY r, �yjo W zI I K ,E yU U=pn " No:aO „a3 wiz 0 Q 3 ~ r I LA m Aj�7 IJ kI Q 4 • _l-,, 3 1/2" COryCR�fE _ OBIN-BUILDERS, I OBOX1067 Ct ! Qom/ A<t 6X69/•10110WWM OR F'IBERMESH 63)AKE 6 8 129 FL 33 (863) 638-1294 5 ml� FLOOR JOISTS AT 2a+' OC WILL SUPPORT 50 PSF LIVE DEAD LOAfi n FLOOR LOADING. ��� I (3) 115 RODS (MIN. 3" CONCRETECIOVERI- y UN11 WIDTH 6' 8' 10, 12' 1319' SUBURGAN,.STUC O FLOOR JOIST 2X4 2X4 2X6 2X6 2X6 �� 4p ' r FLORIDIAN( PINEY NOTE BWp�TTOA PLATE IS ATTACFfED., Q, 1�1D8 BARN GREENHOU CLAS�51C, RUFF e; 16' 18' 18' 28.5' • 40.5- -- ---' X 1.(p6)GAxGALV U 3TM�JVITF�A%'.� sT4D Tpp BOTTOM PLATS G �C�N; AMEg1CANA;. STkEL 1!4" X NAILS PERK m 40' 60' 84' 84' 84' 1 %" --'I (10y1 .105 NO"'U" STRAP ON STEEUGRE` N i?.WS�t ` `20T0 SW A z° FOR 125 PSF FLOOR LOAD' 16 OC ORr�1t OCf40QpRRUOISVS'CAN BF USED SO LONG AS DIMLENSION B';: S'DIVIDEE?EpYll(llLrra�:4'2' ) '3-15-201 'S of . 'NOTED 5 i u WITH A CENTER SKID AND AN EXTRA' SKID IS.PEACED!UN,PER•EACH p' OUTSIDE WALL. T I E DOWN .... i ,. AS -• I-T H O U T FL