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HomeMy WebLinkAboutMISC LETTER - BUILDING PROFESSIONAL.. . ��B},u�srin@$$ ii Ft;. htanula:naedOt'.dz7Frepraa i [LfLss-!©I^iEsl 19aDNarihL!enrr 8h?� - $tile Tao ac-�. FINIda323454)7Qc:•?2 —.-.-- --- ftane' 950-ia.7 iv& Fay & Ddl;3•136 Ken Lawson, Secretary Rick Scott, Govemor =FFB2 Alex Martens September 23, 2016 Superior sheds,rve 1902 —dZ� 2323 S. Volusia ST LUC1E COUNTYOrange Cty, FLifii�kit(g BUILDING DI N REV( ROii CO E RE: Manufacturer Certification, ID MFT--113: Expiration Date: September22, 2019 REVIE{41E Ri DATE ZD Dear Alex Marten PLANS N PERMIT fWUST BE OCEPT ON JOB OB. It ism NO INSPECTION WILL BE MADE Y Pleasure to inform You that Superior Sheds; Inc, located at 2323 S. Volusla Ave, Orange Under FL ap e3, has been approved under the Manufacbrred Buildings program, as provided For under Chapter 553, Part I, Florida Statutes, to manuFacbrre Storage Sheds, Man Buildings Far installation in Florida. i uFacturetl Construction or modification on a manufactured nce building cannot begin until the Third ParT¢IESE PLANS AU ALL PROPOkD WORK , Agency hasapproved the plans in aocortlance w with the current Florida BuildingCode. Party Agency is a contractor for the Deparbnem and;has statutory allthori y �IECT TON('! COARECTIO�IO . . that must be met to maintain approved status, you ma %� review and ins a h' and res o P ctrons. Y expect and demad quality plar�""ED BY FIELD INSPECTORS 7i#dt Each Code change win make MAYBE NECESSARYIN ORMOd�e>•�. indicated on Your plans obsolete until they have been reviewed, approve COUpLYWITH ALLAPPLICKILE COM. AgencyC the cover page of the plans] for compliance with the Code b d and Posted n plans review. Please ensure that Your plans are in compliance and vare Third Party Posted on our website. All site -related i having jurisdiction. nstallation issues are su Properly . .. i bject to the focal authority COHY�^ The De'e ED FASTENERS OR AiTACHMEHTS P rtmenYs contactor will make unannounced monitoring ylsits at (east on ARE THE You must grant complete access to Your manufacturing RESPONSIBILliY OF THE compliance w Once each year. with the ivies and regulations of 9 facility and records to remain in CONTRACTOR OF this Program. RECORD 'Your certification is approved forth Email generated by the B three Years from this date. You will receive a renewal You may QS (vnnr_flortdabvrldlno oho we notice by Y contact Robert Lorenzo at "u-717-183q or ouroFgX at 850-4148436.ne renewal. if u have questions Please visitour website at vR-nv.Fo^da4vildino Manufactured Buildings program. A co m to see vaivable information on the Florida SCANNED building Permits. PY of this letter must accompany applications for local BY St. Lucie County cc: Professional Service Industries Sincerely, Robert l-orenzo (Manufactured Buildings Program I gin.." •�� SETUP AND INSTALLATION OF SINGLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TO ALLOW FOR MOVEMENT TO PLUM OR SQUARE UNIT TO HOUSE, FENCE, PROPERTY LINE, ETC. 2. ONCE UNIT IS SQUARE AND THE HIGH SPOT OF THE GROUND IS ESTABLISHED, THE BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED. THE OTHER END OF THE BUILDING IS Q`,RCUGHT UP TO LEVEL AND BLOCKED. THEN THE CENTER OF THE BUILDING IS SUPPORTED TO LEVEL, BLOCKED, AND THEN SHIMMED. 3. AFTER THE BUILDING IS LEVEL, MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 4. ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING. HOLES ARE DRILLED THRU THE 2"X4" BOTTOM PLATE WITH A 1/2" AUGER BIT. 1/2" EYEBOLT OR OPTIONAL 1/2" THREADED ROD (FOR A "HIGH SET") IS SECURED THRU THE HOLE. 5. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. 6. IF THE UNIT HAS A FLOOR, EITHER A HOLE IS DUG FOR THE 30" AUGER ANCHOR AND BACKFILLED AND SECURED AS PER THE DETAIL OR A 1/2" HOLE IS DRILLED INTO THE CONCRETE 1-1/2" OFF OF RIM JOIST. THE EYEBOLT IS FASTENED THRU THE BOTTOM PLATE AND A SIMPSON A-24 (OR EQUAL) IS SECURED TO THE CONCRETE WITH A 1/2" WEDGE ANCHOR. 7. IF THE UNIT IS A 'NO FLOOR' OPTION, ANCHOR WITH 1/2"x5" WEDGE ANCHOR THRU THE 2"x4" BOTTOM PLATE. TABLE 1 ANCHORING TO CONCRETE SHED WIDTH UPUFT (PLF) ANCHOR SPACING 20'-0" 400 S-6" 13'-8" 280 S-6" 1 Y-8" 240 S-6" 10'-0" 200 S-6" 8'-0" 160 S-6" 6'-0" 120 S-6" TABLE 2 SKID RUNNER SPACING• SHED WIDTH %1 X2 X3 13'-8" 1'-101" I'-103" 1,-104" 11'-8" 2'-8" V-4" - 1O'-0" V-7" 6-10" - 8'-0" 0'-9" 6'-6" - 6'-0" V-10" 51" - VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4' SKIDS ONLY. IV-B' WIDE SHEDS HAVE (4) SETS OF SKIDS. SETUP AND INSTALLATION OF DOUBLE WIDE SHED 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS PLACED ON THE HIGHEST LOCATION OF GROUND AND IS LEVELED UP. 2. BLOCKS ARE THEN PLACED AT THE END, CENTER, AND OTHER END TO LEVEL. ONCE THE BUILDING IS LEVEL, BLOCKS ARE ADDED TO ACHIEVE THE CORRECT SPACING (SEE TABLE 3). 3. THE NEXT SECTION OF THE SHED IS BACKED INTO PLACE AND UNLOADED PARALLEL WITH THE FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)1"x41j" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PLACE. 4. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). 5. ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS REMOVED. 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TABLE 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD- MATERIAL I 2"x8"x16" 1778LBS CO CRETE BLOCK OUALTTY CEMENT AND SAND MIX II 4"x8"x16" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX III 16"x16" 3950LBS ASS PLASTIC PADS IV. 6' 1900LBS CONCRETE BLOCK QUALITY .8'xB"xl CEMENT AND SAND MIX • WED ON 20DOPSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOUD.CONCRETE BLOCKS (8'x8'x167 MAY BE STACKED ON PADS FOR HIGH SETS UP TO 48' WITHOUT REINFORCING. 2. ABS PADS REQUIRED ON 11'-8' AND 13'-B" WIDE SHEDS ONLY. TABLE 3 SUPPORT FOOTING PAD SPACING FOR RUNNER BLOCKING FOR SINGLE & DOUBLE WIDE SHEDS SHED DESCRIPTION PAD MAXIMUM LOAD AND PAD TYPE SHED WIDTH TYPE LW(PLF) END PAD MAX. SPACING END PAD SIDE RUNNER PAD TYPE INTERIOR PAD SIDE RUNNER PAD TYPE 13'-8" SW/DW 4.15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, 11. III, OR IV 11'-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, 11, IT, OR IV 2558LB I, 11, 111, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB 1, H. III, OR IV 2400LB I, 11, 111, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0' 2029LO 1, 11, 111, OR IV 2133LB I, 11, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 6'-0' 1658LB I, 11, 111, OR IV 1866LB I, 11, III, OR IV • LOAD WIDTH OF UPLIFT ON RUNNER NOTES I. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING IS CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. GENERAL NOTES & SPECIFICATIONS FOR AUGER ANCHORS 1. BUILDING ANCHORS SHALL BE "MOBILE HOME" TYPE HP-1 SINGLE HELIX EYE AUGER ANCHOR BY HOME PRIDE OF BRISTOL, VA. OR EQUAL. AVERAGE HOLDING STRENGTH IS NOT LESS THAN 4,900 LBS. 2. ANCHORING SYSTEM TO GROUND PER LOCAL BUILDING CODE (BY DEALER). LOCATE ANCHORS PER TABLE 4A OR 4B. 3. THREADED ROD WITH EYEBOLTS SHALL BE PLACED THRU THE BOTTOM PLATE (FLOOR SYSTEM) AND ATTACHED TO ANCHOR. THESE CAN BE EXTENDED WITH THREADED ROD (OR STRAPS WITH EQUAL OR GREATER STRENGTH) FOR ELEVATED PORTIONS OF SHEDS ON LEVELING BLOCKS. TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR-- MAX. INTERIOR SPACING••• 11'-8" 6.00 208 Y-o' TO S-0" 10'-0" 10'-0" 5.00 174 Y-o' TO 3-0" 10'-0" W-O" 4.00 138 U-T TO S-O" 10'-0" 6'-0- 3.00 104 V-T TO 3,-0" 10'-0" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW UPLIFT (PLF) END ANCHOR-- MAX. INTERIOR SPACING••• 20'-0' 10.00 400 O'-0" TO S-V 5'-0' • LOAD WIDTH OF UPUFT ON RUNNER •' LOCATION FROM END WALL OF AUGER ANCHOR ••• MAXIMUM SPACING BETWEEN ANCHORS NOTES 1. ANCHOR SPACING IS DESIGNED AS PER ASCE-7. 2. ALL MEASUREMENTS ARE CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. ADDITIONAL INTERIOR ANCHORS ARE REQUIRED IF SPACING IS MORE THAN 10'-0' BETWEEN ANCHORS.. 4. ANCHORS SHALL BE ON SIDE WALLS EXCEPT WHEN THE SHED IS PLACED NEXT TO AN EXISTING BUILDING: IN WHICH ANCHORS CAN BE PLACED ON THE END WALLS AS CLOSE TO THE SIDE AS POSSIBLE 2'x2' GALVANIZED WASHER 2"x2' GALVANIZED WASHER ` WITH 1/2' NO 1/2" THREADED ROD WITH 1/2' NUT Al OPTIONAL FOR "HIGH SET" NOTCH OR COUNTERSINK BOLT 1/2" THREADED ROD 1 EYES BOLTED TOGETHER WITH 1/2'x2' THRU 2'x4' 8070M PLATE OPTIONAL FOR 'HIGH SET" = BOLT & NO WITH (2)2'x2' GALVANIZED 7/2' COUPLER BOTTOM NAILED 1/2' COUPLER 1/2-x12' FORGED EYEBOLT a WASHERS (2.000LB SHEAR CAPACITY) :_: )` MIN. REME 1/WEDGE ANL N INTO S A, TO 2 z60 BP4�SE MIN. a '& n • ° • THRU 2'x4" P.T. BOTTOM PLATE ,• b-------J_ EYES BOLTED TOGETHER WITH 1/2yx3" ITYPE I, II, III, OR IV PAD WITH BOLT & NUT WITH (2)2-x2" GALVANIZED BLOEICINC A11 REQUIRED (SEE TABLE 3). WASHERS (2.000LB SHEAR CAPACITY) 1/2'x3' (400 LB.) CONCRETE WEDGE ANCHOR SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CUP OR EQUAL LOCAL CODES AND JURISDICTION (SEE TABLE 1 FOR SPACING) -^------- CONCRETE SLAB BY OTHERS THROUGH LOCAL CODES AND JURISDICTION 30" EARTH AUGER CHOR� (SEE TABLE 1 FOR SPACING) (SEE TABLE 4 FOR SPACING) �HEA IT KID SHED ANCHORED WITH SKID TO CONCRETE SHED ANCHORED WITH 'NO FLOOR' OPTION TO CONCRETE _YTO�PA0I017i'BLOG ING TIE -DOWN DETAILS BUILDING WE TIES®LNTMy a.ANU S70� CONSTRUCTION TYPE Y-e FIRE PROTECTION NONE PRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE IALLOWAHLE NUMBEA OF STORIE3 I 1 I&SIC WIND SPEED Ve-2COmaN ENCLOSURE I EN .w INTERNAL PRESSURE COEFFICIENT •/- 0.10 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1pPSF ROOF UVE LOAD 20PSF OR =I. FLOOR DEAD LOAD BP6F FLOOR UNE LOAD 510. 7AP - M2 nIR HURRITpHE PROTELTION U54GE NO HURRICANE SHELTER U, NO SQUARE FOOTAGE IE55 THAN no 503T. ITC 1 3 1 ORWNO ANCHOR 6' AEG 11 . ANCHOR EMFNSION 15/26/te I MI9 1 (f) MTB p Dow: LLB 4/26/16 Scale: (/) N/A oEel LLJ ALL GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PLAN SET AND ARE GOVERNED BY LOCAL Ld 2. THIS BUILDING IS EXEMPT FROM THE FBC ENERGY CONSERVATION CODE PER SECTION J 1015.22. m 3. REFER TO TIE -DOWN DETAILS FOR PROPER INSTALLATION �E¢1NBGMENjs, J.Q6EEf CODE o BY LLJ J Z (n A I U/^uAV'Ifl W 0 6/1/18 g - IdattheW T. BGIdWIrt P.E. � FIoY1do LicenS �64 OS z She-rAD-1 OF 1 PSI APPROVAL 2018-L E-.8 �D4 ALUMINUM ROOF SHEATHING -0- MAX. is I n_ o E- 1x RUNNERS -- 0 '0 END WA TRUSS 2"x4" TRUSS 00224" D.G. DESIGN PRESSURES ROOF FRAMING PLAN ROOF+27.8-94.7 WALLS/DOORS INDOWS +32.6/-29.2 ELEVATION CROSS-SECTION TYPICAL_ ARCH FRAME a subsMo SN 5tlE RUE RM FbAheG END ELEVATION WITH GARAGE DOOR (ofal W O"A.) Side Wall Header Schedule (180C) Size Building Width Fasteners wl strop Up tow Wide (each end) Max. Span NJ{b} -3'x 0.131°nails 4"x4"w2'k4' 8'-0' 1 1 16-3"x 0.131"nails a. Tabulated values are fF No. 2 grade Spruce,Pine-Fir lumber. b. NJ - Number ofjack studs required to support each end. c. Window header for window openings that hale more than 50% combined stud wall ebae and below, otherwise use door header schedule. - d. See header details for alternate layouts, Le. 2-27r4' or 4'x4' P.T. a. The header can be attached to the top plate and thus have the combined strength equivalent and use the maximum span stated. Size{d} I Max Span I NJ@} r..,.......nva b. NJ- Number ofjack studs required to support each and. c. Led fiat d. No Jack stubs. Out &G studs laid net. 1. SEE Flo' *01 YNaWE FOR RARpYI/32 �yaREYn115. z SFE IG.bat soppRE Z AmmoN4 aeaINTMa 1 mkaor, Ib oUbs x,K CCNa'A'm fiaC qi f IwJIMc Aamc µo emW. an10.5y�¢ gFEn To Rom x Wu1 srvRs I II I II I li SRgE 2'M' I' No IIFiNm II ii j I i E I (l)31l• WRx 0.Y4W'J m osR be m I I II 1 'I Ir"IS m I5•N• FEl WEa1 FUER (IN•J• �.'I W.4L 5neS y0a is E0.R6➢ tY MAx. ' wwFu:Npps oalmlcllars HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & & DOORS Qe ONAL) DOOR 6' WIDE OR LESS �+ G.F.I. NOTES-olmoNAl FLEcmlc OUTLET N " ALL WIRING SHALL BE 14 GAGE 3-WIRE Mc CABfE. -BOXFS. -ENCASE IN ALL METAL SOURCE L " WIRING DIAGRAM (OPTIONAL) ERR riA {'N• 4"x4" W/2"x4" inurteka Pi COD£ftE41£V✓ nr r.aa+cK -. n" Ec I/M elrR Str:nt Or/cmiu„h:fdaszss^ Vla,u Reviex. Ycbr C MaM"n. YE bbmcsiivs MnilsibT ISUCCCYU03<3a. TN PECI3o939 uiaThw annars ir s`mu eia=+oi iwls STANDARD WALL DETAIL '�E" W^'L Ew.taNc I�Maas AVE mN^Nuous rnW RR EANL Flom mFAEwNG WITH DOOR &WINDOW OPTIONS 3/{• IarW000 - 3/4• ., PETIFJW FJUNMIca su m RCfF Aw ��up� ro FNEU.S A oxmNUWs IGID vAlx. Wxmee W.W, uMean; . Nor cbiml Js sfa:r WTAL cuwn. n6, m dues slat m AOi IFSS NWONL s/{ TAo I n�11L1tNEE. - 3/{• P.T. i60 • ____ ____ ____ ____ ____ ____ ____ ____ ____ ___TABLE 2 9m'tOal it II A IY-e' 1'-Iq• 1'-1 }' f-IOI• - fi'-e• R•-1R• 61• q, F O I 1 � �.R wN oavmrm ulewsma'.a• Y p 9 1 I ' i i ae P.T. Er oG. M. onW04 ISEPET o Ifi• O.C. +n TW. WIT-13/{• Tab Rxana"a 114 P.T. ID Wml x3{ use 5tE FOR 1 I QQ4[WIT. TAryE 3 ipY pLMIIY hM E SPALQIC. 1 1 L ROm JC6T. S£ SCHEPRE FLR � FLOOR FRAMING PLAN wvERm sl®s BUILDING TPE IUF e raEsmanuL u salRAJx CONSTRUCTION me V-B RRE PROTECTION NME FIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE P11oWABLE NUMBER of sromm I BASIC KIND SPEED V Iaam OG'OSURE O ENCLOSURE INTERNA PRESSURE COFA CUDIT +/- O.te IMfeORIANCE FACTOR Me ROOF DEAD, LDAD tars' ROOF IAE LOAD WPSF OR DORm PWT Ux MOOR OFAD LOAD Imo FLOOR LIVE LOAD sm. >aISF - 125PSr Mr. •R• RATING OF WAus. BOOR. ROOF WA MDDUUM PER BUILDING I HURRICANE PROTECTLON US4CE INo HURRICANE SHELTER USAGE Isla SQUARE 1`90TAGE 719 WET. an LE55 Ld UmWn t e Z MT13 J DR e: Z 12/12/17 O f N/A U) LLI aaa Z 1n SS-B-IBOCRI W I. mu aawe PLANS AVE Nor PART m Txs " W µe ArR: 0- �aortw+aD ar IDCN.UR® J`cart ], nLL5 SM-DW . cob(PT i nfE me UERGY COW[MyAndl LEI 0- WOE PEn 0- REIX9RlIsnp.oeL mINnNd Fso,uosaWEQ {. NL sTuas. RNTL$. rMrssa, Erc. u+E v{ /: sPi. u�r (D s No n [) 5. sraucnlrti:s caut {art so. m WAL MW AN ace• wwiuuw DOM. Li e. ounces ro as INsr>vaa 011-sIE BY olwRs niAu UG v(D I M"Im" AND Roma To MEET T MINULM SaDO mMS LL R_ %T YFTu� G &N.w[ f 1urviNn cm,vmmu IINw[ic Z T. &',/// /i .. q \,\CENSe '' :0�/� w -)3STATE :i.i�` � FL0R10P :'���� .... O ''' �(O (¢r� Matthew T. BaldWin P.E. Z Florida License 644608 m .1 M Sheet: SSB-1 01 1 a RECEIVED FEB 12 2019 5I� Lutip cepty, Permitti---