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HomeMy WebLinkAboutProduct Review Affidavit 1 • 1 I F LA Met><ttack1W 6 ddt G Pmgmn u Zsn �vt 11IiDOAiMMSfie t T l ftft SWAIT Me ft M414,$0 kmJi93ix KEtti:�lill•�'!;� � j �rrk�co�; veer • May 22,2015 '—� REVIEWED 4S OTED_ Lewis Hartley CITY OF PORT ST.LUCIE BUILDING DEPT, Robin By0ders,Inc.-FL - Post Office Box 1067, 14915.Hwy 27 S. 13Y 1 DATE4�1 141 Lake Wales,FL 33859 REVIEWED SUBJECT TO COMPLIANCE WITH ALL APPLICABLE CODES, RE: Manufacturer Certification,ID MFT-55; Expiration Date:October 02,2016A ANDnRDt- CES ,J Dear Levils Hartley I:is my pleasure to Inform you that Robin Builders,Inc.-FL,located at PO Box 1067,14915 US 27 S..Lake Wales,Fir 3_859,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553,Part I. Fbrida Statutes,to manufacture Storage Sheds, r n Manufactured Buildings far installation in Florida, ! G - U-17 1 _ Construction or modification on a manufactured building cannot begin until the Third Party Agency has approved the plans in occordancO with the current Florida Building Code.1 Your Vhird Party Agency is a contractor for the Department and has statutory authority and responsibililks; that must be met to maintain approved status.You may expect and demand quality plans review and Inspections. Each-Code change will make your plans obsolgte until,they have been-reviewed,approved aria indicated[on the cover page of the plans]for compliance with the Code by your Third Party + Agency for plans review.Ple$se 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. �I Y The Department's contractor will make unannounced monitoring visits at least once each year. You must grant complete access tq 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(wwry.florlda!Ruilding.om for online renewal.Ir you have questions you may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. i Please visit our website at www.floridabuiiding.orn to see valuable information on the Florida Manufactured Buildings Program.A copy of this letter must accompany applications for local building permits. Sincerely, I ' , Robert Lorenzo Manufactured Buildings Program cc:Professional Service Industries riaz 74-V IE2 14 AppTev6d Ry_ VL:haTa L Bulloch Afedular Uulidll>g Flaw LIIDTWnar klarlda Cartl m(lx 3p;L s", 3 U L, P F, IN J et. t +ti +at 4 mcc1 U — z - - _LAQ� w,�L_-� 5- FL, oPf-P— _ j. GENERAL NOTES 1 CODE STRUCTURE EE 7 FO E60 MPH ULTR& VCIIIONODBPEED(3 BECON010UL8OTJRIDA BOG. 1 PROTECTED PER NEC 2Q08 ED LTURE LOCAT(O T 6 TYOPE MAYIVARY. EXPOSURE B FOR PARTIALLY ENCLOSED BUILDINGS. SS 2:ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND 13,ALUMINUM WINDOWS -TYPE, IZE DUANTITYAND LOCATION MAY VARY. ALL OTHER APPLICABLE CODES. q H 14.eSP1IONA E ERIOR WALL C EgINGS INCL DE CORRUGATED ALUMINUM. 3.BUILDING CLASSIFIED AS RESIDENTIAL LAWN STORAGE.80/128 PSF FLOOR LOAD, MEgA ALU N •4'LAP ALUM I M 518"PTT-1 1 SIDiNO;VINYL SIDING NOT FOR HABITATION, Kim ITH EppER Y F ACE BACKER, ESR CEMENT L VSTO"STUCCO_QN 618'blfflVB8E 8 GOLD OR 9U UFF.ROOF C VERINGS INCLUDE ALUnnTtINUM 4.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. OR FI GL R OF OVER 618"P OD W17H 2;iAYERS OF 18 LB.FELT OR PEFiMATILE OV R711d`OSB AN 5 LB,FELT, ? i 1 5.OUTSIDE OVERALL DIMENSIONS CAN VARY BETUVEEN LIMITS AS SHOWN,BUT MEMBER 16.U99E 7/18'x 133((4"' OA 3Tgptl FOR ALL CONNECTIONS BETWEEN WOOD o� hSPACING SHALLNOTEXCEEDLIMITSASINDICATED. SIDINGlROt7F AIVD FRAME. ! m 6,ALL LUMBER TO BE 92 SYPKO 16.3/4"PLVWbOO FLOORING SUR CE NAILED WITH 3"K.120 NAIL SPACED 6"OC 'EDGE/10"OC FIELD. 7.ALL WOOD WITHIN 8"OF GRADE OR IN CONTACT WITH MASONRY SHALL BE T[1EATED FOR GROUND CONTACT WIGALV.FASTENERS. 17.FAaUNQAT N iFOOTING AND ORING OF U(VIT WILL 4E THE OWNER 9 r d i RE9P01`191B TO CHECK IMT OCAL CODE AUTHORITY TO VERIFY SPECIFIC B.TRUSS DESIGNED TO SUPPORT O.L.+L.L.•98 PSF, RE ►U►��EERppETTM�� AFFECTING TH (VSTALLATION•ggEETUP AND UTILITY I RE POKISI8 LB FOR ITCwmO TRUURI- 32,000WITH LOCAL COUSNBTY ASSUMES CODE •. ALUMINUM YIDINCMOOFINGELD TO BE 3004 ALLOY CONFORMING TO ASTM B•209� RE�����111IIUIREM 6S .10.USE#8 X 314•TYPE A SHEET METAL SCREW FOR ALL CONNECTIONS Q�',_T�VEEN 18,ROOF DRAINAGS•PER 1503A 8 .803.4 ALUMINUM IAP SIDING AND FRAME,USE M8 X 1'WITH 1/2"ALUM.SACK WEN aweA.", tii WASHER ATTACHED ON CONNECTIONS BETWEEN ROOF AND FRAME. "I STRUCTURAL LOAa LIMITATIONS SPACING AS FOLLOWS: , ROOOQFISIDING-PEF ERAL MEMBERS 2112'OC i FLOOR LN! LOAD: ,`8 U L�3 INd. 9t�1NO 1DING-INT 01"TOM PERIMETER OCit 60/1T6 P!F l�jl� �7p� 3y�p64 ROOF LIVE LOAO:. `ee 12Y 11,DOOR 8HALL BE 1"X 1"STEEL TUBE FRAME WITH AN ALUMINUM � p R A. 3Q PSF PANEL INSERT.ALUMINUM PRIM AND ALUMINUM PIANO HINGE ATTACHED WITH � OOP SNOW LOAD: 00 9lVE AMI UM11NUM DOORS QAARA E OOOR9T(ACNO PREFIU OS�N77ELED`QO RSI Q�,��oeiE' A/1 �j NOT APLOAD:E , SIZE,QUANTITY AND LOCATION MAY VARY,0 HEIGHT e.400 a � T FSR 1008.1.1(8)b R311.2. fti/� 11� WIND•LOAD: 16UD 1N, INE LI l � A ULTi11,1TE 1t10 NAW NOMINAL 124 NPN FLORIDIAN, PINE J 8. RISK CC99ORY 1 BARN, GREENNOI�SE�� ! C. 6 WINO EVCWJRf CATEGORY CLASSIC, RUFFY , I o. OW; +-m INTERNAL PRESSURE AMERICANA, STEEIL..'. 1 f. ♦ E. +39,6,-42,f1 PSF DOORS. I;FI . +404 -42.0 WINDOWS 2010 S • �-18-12 t ofj 13' '� 4� NONE T_ vI . JRtxc ��" r R(chaN JL"Rul!o& •! glttt.Flaas.L� lnlngr Florldn rArtMicagg, a. .I 110 L — VA'RIES TO so` o•, � cc PT ZX4(6)FLOOR JOISTS 24 006M*,. 24"6"HEL)X.(QR EQUAL)ANCHOR FOR SOIL —PT 2X4-((5)RAIL-'- -- M L MRA(424DACQ,OR EQUAL FOR ROCK p PT DOUBLE 2X8 SKIO (3)3"X.120 NAILS /�—.Q3 ALV.STRAP OR CABLE OF dT50N CAPACITY F w A ti h o _ .c NQ3 --- VARIES Tr 13.1 9" i MEETffT 11 p� o A 61.9 Xtd S (d)3"X.1Z4NAILS PER CONNECTION 'I ;1 1X$��jg;s 24'OC FLOOR FRAMING 2" a t t ")X 0"X)5'SOUO CONCR£ BLOCK$ AND DDVYN ANCHORS SPACE 2'FROM EAC ,THEN-MAX;&`CENTERS. 3l4"OR 9/8"SF PLYWOODwk rM C7 , 2X4(6)PT FLOOR JOIST �( gip '• ",.' r 't �-. ' 1 i 8 1 �.'; 28.8"ktVNAILs 'cT 2X4 PT HEADER FFLOR11110, UE UAN, STU CO AT DOUBLE 2X8 SMS PINARN, GREENHOp �g 9 E e 7p LSSSIC. RUFFYNOTE; NIVEiONSKSO) 0020NAILS AEACH BCQIVa r "' `�, >, - _. ` »`r; tV MERICANA, ST L'• ✓ " '2010 SW `" I i' FLOOR DETAIL A 1'3-16-12 2 of s N.rs. .. NONE ►Mata4"m a `l P)413 NO. Y�tet m'd L,SuRock plaus - FI`iAMtN©FOR•SUBiJRHAN,FLORIdIAN,ST,JCCfl,F�INE�'W d;BARN ANOOEL-§ - ' RAFTER SCHEDULE: FfN91�4p,CFspMAX i44. 1 1�j0 F RRAF OR v..r ar. DOUBLE TRUSS OVER DOUBLE N�p��p gYMgp s 2X4 STUDS NOTE:NOWE OAN 8E fN EttTiER (a " -- 20 GA.2.6"X 4"MITEK CONNECTOR PLATES w - - - -- - "t EACH SIDE OF TRUSS TRUSS KFNGPOST ON TRUSSES>99" -2 2.6 ROOFING:SEE NOTE N14 -- - 1 Ill'X 6'26 GA.GALV.STEELPLAT$ (6)i.25'X.i0W NAILS LIGHT 4 02 BYPKD STUDS TRUSSF AND RAFTERS -- OtlTLE7" — -- - - UI3LE2X4 - - - O SIDING:SEE NOTENI4 t6pl.R CONN C7TIION ,X4 PURLIN MEN UN j 1 N2"X 6"26 GA.GALV.971cE1 PLATE MAX. I8' (6)1.2WX.105'NAILS(TYP.) 0. I ROOF FRAMING _ 2764(8)FLOOR JOIST DOUBLE P7 2XtI SKIDS i YP ,}�QQQOR BNZEI Ba#a Rall or Top Rn! DOUBLE 2X4{6},(811',U2840PE X. 13' D" ` ' :y{ S —^----, DOUBLE276,, X.IT W ,LL FRAMING 115 Ni o type a Saew - �� p p/�� �a N.T.S. -_. �y � I 2X4U .EF5PAN t1µs . . ! s Swapedala 19edth ROOFING-SEE NOTE Ni4 .t Z ^ o 116"ola.hde OPTIONAL SLOPE .ROOF FRAMING ;4 1310*x 3 112'.036 Steel Sttd F NDIIE. OPTIONAL STEEL S"i"UD DETAIL M {�UDIGTI� oTAI VE %�6 L J DOM3UMENT i A "I$6'. i. t'�t rwrw TYPICAL WIN.FRAMING ' t L ERS,INC. NON LOAD BEARING AREA OVER DOOR 2X4 TOP PLATE 274 > UDS 2X4 N2 SYO.C.P STUDS �86��@ 123'}6 L 'J3 69 �+ 24' { J. O ,XppsppPURLIN 1X4 PI/ LIONADCfI:O� FLOOING;SEE NOTENIB` SUBURBAN STUC 4. L L DSTUDEB INTO ev UDS $' FILORIDtM, PINEY MAX. 44" SIDINGISEENOT£III d', r BARN, GREENHOU E' STEEL FRAME DOUBLE '�"' 2X4(6)FLOORJOISr /�. y ~ _ IX• BOTTOM P).ATE 1'Y P i R 4.F�•!�7 4 T1 ON \ ,yam 2010 91{F 3 of{S SIDE WALL. FRAMING SCALEi , 4" a ,• °F£° r w� � ?tA 1�• t F P1csa Ota �D G.1 _.,.... Dy- r L. E;ocfr< • 13ca4x 9��;�,t 1220 GA?.'S"X 4"MITEK CONNECTOR PLATES (4)3"X.120 NAILS PER DOUBLE . 4 r— I, EACH SIDE OF JOINT 8—d IYr i ' •2X4 CONNECTION :j —20 GA.3"X 6'CONNECTOR PLATESI A7 THIS CONNECTION ON 13'WIDE 1 UNITS ONLY m 1 112"x 5"26 GA.GALV.STEEL PLATE -- - - -- - -- - - z - (6)1.25"X.105-NA LS D TB4 STUDSX.120 RAFTERS 4DOUGLE 2X4 SITCHEO X 20 AIL 2 OC , 1x4 PURLIN IX3)716°IX 1314' c I Ire X 10"26 GA GALS SI EEL PATE -- - - ----STAPLES.PER CONNECTION - - (6)1.26"X. +&AILS(1YP,) fi r-_ f �--1X4 BOTTOM PLATE v _� •DOUBLE PT 2X0 SKIDS w & ; TYPICAL DOOR FRAMING: i3' MAX. MAXIMUMDOOR SIZE- $ I EN D WALL FRAJrI N G 12a•wxea"H � 1 N.r. 1X4 SYPKD ON 6 d 8'WIDE UNITS ONLYLL p 1X4 PURLIN 12 20 GA.2.5'X 4'MITEK'CONNECTOR PL ES NDS (3)7116"X 1 3f4" 4 EACH SIDE OF JOINT STAPLES PER CONNECTION �\ ~ PRAVD" -_� 20 QA,3"X "CONNECTOR ATE8 �ALETE OVEI2{iOitjC}O�RUFFY /AT THIS C.ONNECTION 0 r 3'WIDE �O�D'U'A A��� MERICAIh Mout UNITS ONLY. -!:n 2X4 BOTTOM CHORDS ON10-.11' IIA T WIDE UNITS ONLY (3)3"X.110 NAILS 16" 2X4 STUDS,&RAFTERS 24" PER CONNECTION � ) • 1� &IRprB�!r�r�.(.1. 2" MAX. Ens L,S6$9 i 1X4 PURLIN. ') MAX.8PnN����NN��uuNNpq Np i (J 7/16"X 1 914" EXrERIQR WALL '(6')'1.25- 1f2'X 10"26 GA.GALV.STEEL PLATE OIAPL88 PER CONNECTI - .i (6)1.25"X.105"NAILS(TYP.) ` 2-2X4 2-2X8 1X4 BOTTOM PLATE ly �I 112"Pt Y m P'1 FILLRUFFY j DOCLASSIC UBLE FIT 2X6 SKIDO ? HEADDER TYPE SMAX.SPAN q ENICANA i 13' MAX. 1' 010's 1 -CROSS SECTION -DETAI -18-12 4 eri s N.T.S. 1 ,...�•., ` NONE J PRAM FOR RUFFY,C SSIQ AND AMERICA M i ) I. VSE 1r2^DIA.REP HEAPS hLadullp uadG18 f"I;kris Ls'audLtior morldit cwmca0z 9?:di`._'a'." 0 2'FIRM EACH END.6 Q$'-0"O.C.(MAX) PATIO ANCHOR MICS 2 ' OR AljPRQVED EQUAL. t r ..0121W MIN EMBEDMENT ci IN 2$04 PSI CONCRETE .03t QALV.sPTRAfb OF 475011 CAPACITY ni. I — -- -- .035 GALV.STRAP.OF 4750#CAPACITY OR-EQUAL STRAP IS THREADED -THROUGH.SLOTTED BOLT AS THE BOLT IS TIGHTENED — — - 0 THE STRAP WINDS AROUND —• - - t DOUBLE Pi 2X6 ICSD � THEBOLT•SHANK. C 4 i �.. 3 1l2'CONCRETE SLAB, d• �j` r - -- $X$#10110 WVJp! .r"'"= _ -....�....-•--- ', . Y OR FiBERhrtESA DOUBLE PT 2X8 SKID 3; s D✓ r 2' 0R 4° X•$'X 10"CONCRETE BLOCK i, i "AP �i � 'r BLOCK B tR TIE DOWN ANC ORS SPACED 2`, r I �'•• 3+D x d OM EACH a D,THEN MAX,a CENTEFfB. I } " TLE DOWN ANCHOR:51$'X 30^TWIN i it 8!$"X 24".$"HELIX'(( 248H'OR Q AL FOR SOIL e r ✓ F D uMEN� y PAODEt.MRA(#24DAd1 j O, EQUAL FOR ROCK TIE D . WN TO SLAB. DC TLE 4DOW 2X{SYPKDSTUD 24"OG •3 ! SCALE.21 M V y` r a 1fP EXPAN ION BOLT 9 46"O C' p 21jEMBVD WITH SZ 118'WASHER - 2X1 PT BOTTOM PLATE i • �,,,i q' 3 it2"COP B 6LA9 6 � `�'./- $XO llf0l10 WWM 1 � a $+IN ! ' UFLLpppp��JOISTS AT 24•OC WILL SUPPORT 50 FSF LIVE S DEAD LOAD 20` ��/ d i OR PIBERMESH ' 13lfAL.1�FL 39 LQOR LOADING. WTWIDTH 4" 4 (3)#$RODS(MIN.3•CONCRETE CQVER) ww rrrwt cy FLOOR JOIST 2X6 2X4 2X6 2X5 2X6, y 4•, • p�p g SUptJR$AN, STUC NOTE:�K ppo t AT b H TH 1 1r O8 BARN tl OREE N U 'A• 16' 18' I$' zE.S' 40.5• 1�'r4^ 1tl �AIk R ! fv CLASSIC, RUFFY 'B' f.0' 60' 84' B4' Bf ( I2• i AMEl;tC14NA, STi"Ib t Gq�p � Ny pNc 0gR ppFg O•U"STRAP.ON STEELIGREENHOUSid, F DF F oQRA OAO�ipNtEItTRA ffiIi1�YISP/ 18 �ACH i�25'W � C� + N —i51 5 a! a I T /N IT O.0 ( f''. # r t _...... � c � LN 4i .o