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Home My WebLink AboutSUPERIOR SHED LETTER - PLANSBusines Professi vial Regulation Ken Lawson, Secretary Alex Martens Superior Sheds, Inc. 2323 S. Volusia Ave Orange City, FL 32763 September 23, 2016 SCANNED BY St. Lucie County RE: Manufacturer Certification, ID MFT-113; Expiration Date: September 22, 2019 Dear Alex Martens FLA Manufactured Budding Program 1940 North Monroe Sheet SWae 90A Tallahassee, Florida 3239MM Phone: 850.487.1824• Fax 850.414.8436 It is my pleasure to inform you that Superior Sheds, Inc., located at 2323 S. Volusia Ave, Orange City, FL 32763, 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 BCIS (www.fioridabuildina.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.floridabuilding.org 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 Rick Scott, Govemor BILE COPS 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 BROUGHT 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 DEFAIL 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 V-6" 11,-8" 240 3.-0. 10'-0" 200 S-V 8'-0" 160 3'-0" 6'-0" 120 3'-0" TABLE 2 SKID RUNNER SPACING - SHED WIDTH X1 X2 X3 13'-8" P-104" V-103' 1'-1C4" 11'-8" 2'-8" 6'-4" - 1O'-O" V-7' 6'-10" - 8'-0" O'-9' 6'-6" - 6'-0" 0'-10" 51" - VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4'x4' SKIDS ONLY. 1V-8' WIDE SHEDS HAVE (4) SETS OF SKIDS. SETUP AND INSTALLATION OF DOUBLE WIDE SHED - l 1. BUILDING IS PLACED IN REQUESTED LOCATION. THE FIRST SECTION OF THE DOUBLE WIDE IS , J 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 y/ FIRST SECTION. THE TWO SECTIONS ARE CONNECTED AT THE LOWER CORNER WITH (1)4"x44" BOLT AND NUT. THE SECOND SECTION IS THEN LEVELED AND THE OTHER BOLT HOLES ARE R LINED UP AND BOLTED SECURE. THE REST OF THE BLOCKING IS THEN COMPLETED. THIS CODE INFORMATION - PROCEDURE IS REPEATED FOR MULTIPLE SECTION SHEDS UNTIL ALL SECTIONS ARE IN PUKE. GROUND ANCHORS ARE THEN ADDED (SEE TABLE 4B). CODE VERSION m =Iv 6N, D ONCE THE BUILDING IS PROPERLY BLOCKED AND BOLTED TOGETHER, THE SUPPORT BRACING IS MMUFACIVRER SUPDOOR 64E116 REMOVED. BDILDInc TYPE lWUFmoso�RS 6. ANCHORS ARE NOT REQUIRED IN THE BOTTOM PLATE FOR DOORS AND DOORWAYS WITH NO Aft COILDING EION TYPE V-6 FOOTER (GARAGE DOORS FOR EXAMPLE). HEADER DESIGN TRANSFERS THESE LOADS. TIRE PROTECTION NWE TIRE SUPPRESSION SYSTEM NONE OCCUPANCY STORAGE TABLE 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD' MATERIAL 1 2%8"06" 1778LBS CO RCREFE BLOCK QUALITY CEMENT AND SAND MIX 11 4"x8"06" 3500LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX 111 16'06" 3950LBS ABS PLASTIC PADS IV 8"x8"xi6" 1900LBS CONCRETE BLOCK QUALITY CEMENT AND SAND MIX • BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPICAL) NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8'x8.0 5-) MAY BE STACKED ON PADS FOR HIGH SETS UP TO "' WITHOUT REINFORCING. 2. ASS 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" 1936LO I, 11. III, OR IV 1879LB I, 11, III, OR IV I V-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, 11. III, OR IV 2658LB I, I1, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'_O" 2400LB I, 11, III, OR IV 2400LB I, II, III, OR IV 8'-0" SW 4.00/320 0" TO 6" 6'-0' 2029LB I, 11, III, OR IV 2133LB I, II, III, OR IV 6'-0" SW 3.00/240 0" TO 6" 6'-0' 1658LB I, II, III, OR IV 1866LB I, II, III, OR IV • LOAD WIDTH OF UPLIFT ON RUNNER NOTES 1. 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 LES. 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. C TABLE 4A 30" AUGER ANCHOR SPACING - SINGLE WIDE SHED WIDTH LW UPUFT (PLF) END ANCHOR-- MAX. INTERIOR SPACING••• 13'-8" 7.00 243 1-0' TO V-0' 10'-0" '-8" 6.00 208 O-0" TO 3'-0' 10'-0' %-g 100. 3.00 104 0'-0" TO 3'-0' 10'-O" TABLE B 30" AUGER ANCHOR SPACING - DOUBLE WIDE SHED WIDTH LW UPUFT (PLF) END ANCHOR" MAX. INTERIOR SPACING... 20'-0' 10.00 400 0'-0" TO S-T 5'-0' • LOAD WIDTH OF UPUTT 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 ME CENTER -TO -CENTER. 3. THE MINIMUM NUMBER OF ANCHORS PER SHED IS (4). (1) ANCHOR PER EACH CORNER. AODMONAL 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 FILE CO 2'x2' GALVANIZED ASHER 2'1' GALVANIZED WASHER WITH 1/2" NUT 1/2" THREADED ROD WITH 1 2- NUT �if� OPTIONAL FOR "HIGH SEY NOTCH COUNTERSINK BOLT 1 /2' TER 0R00 -` EYES BOLTED TOGETHER WITH 1/2'x2' 'x4' BOTTOM PLATE THRU 2'. OPTIONAL FOR " GH SET" BOLT & NOT WITH (2)2'x2' GALVANIZED 1/2 COUPLER PLATE NAILED 1 /2' ODPLER iE: 7 /2'x12' FORCED EY®OL� d" WASHERS (2.000LB SHEAR CAPACITY) n )C • a MIN. 1/2'x5' (400 LB.) CONCRETE WEDGE ANCHOR INFO SLAB 2'x4' P.T. PLATE TH R I TO 2'XV P.T.BOTTOBASE • ----- "__ MIN. EYES BOLTED TOGETHER WITH 1/2',.2 (S M S (SEE TABLE 1 TOR SPACING) b------- A ------- II, III, OR N PAD BOLT & NUT WITH (2)2'x2' GA VANIZED y1 '� WASHERS (2.000LB SHEAR ACITYj BLOGKL G AS REQUIRED EE TABLE 3). " 1/2'x3' (400 LBJ CONCRETE WEDGE ANCHOR SIMPSON A-24 CONCRETE SLAB BY OTHERS THROUGH CLIP OR EQUAL LOCAL CODES AND JURISDICTION CONCRETE SUB BY OTHERS THROUGH LOCAL CODES AND JURISDICTON 30- EARTH AUGER CHGR (SEE TABLE 1 FOR SPACING) (SEE TABLE 4 MR S CING) . SHED WITH SKID SHED ANCHORED WITH SKID TO CONCRETE SHED ANCHORED WITH 'NO FLOOR' OPTION TO P_ADiORI L`dGKING _ CONCRETE r TIE -DOWN DETAILS 190A -06& 13 SPEED ENCLOSURE ENCLOSED INTERNAL PRESSURE COEFFCIENT a/- 0.10 IMPORTANCE FACTOR 1.15 ROOF DEAD LOAD 1oV6F ROOF LNE LOAD 203E OR 3001N BOOR DEAD LOAD 6P6F MOOR U E LOAD STD. 76PEF - 1363E OPT. 'R" RATING OF WALLS, FLOOR. ROOF N/A MODULES PER BUILDING 1 SHELTER I SQUARE FOOTAGE I U MUi RO 6o1 . II I 1 G: Iz6n FRc Iu/13/vI ur6 II 2 ANCHOR 6' AF.G UN ANCHOR E%RN9JN 8/36/IB MIB MTB Da10: LLJ 4/26/16 D- Sale: (n N/A aEel LLJ ALL 0 GENERAL NOTES 1. FOUNDATION PLANS ARE NOT PART OF THIS PUN SET AND ARE GOVERNED BY LOCAL JURISDICTION. L1J 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 REQUIREMENTS TO MEET CODE. o SCANNED c� BY o 6/1 /18 1- w U) - Z Sheet: F PSI APPROVAL 2018-01-18 ALUMINUM ROOF SHEATHING E�r 1 7 D RUNNERS n ND W TRUSS 2"x4" TRUSS ® 24" G.G. MAX. DESIGN PRESSURES ROOF +27.8 WALLS/DOORS/WINDOWS I +32.5 ROOF FRAMING PLAN ELEVATION CROSS-SECTION TYPICAL ARCH FRAME z., iGOOp END ELEVATION WRH GARAGE DOOR (oar ON ev"Aw Side Wall Header Schedule (180C) tna vvau rleaaer a Building Width Slze{d} Me( Span NJ(bl Size UP to 14' Wide Fasteners w/ strap 0 .p.... c..�., nl ITE.T (each and) zrre•m, an• mm NJ- Number ofjack studs required to support each end. Led Gal NJ - Number ofjack studs required to support each and. Window header for window openings that hoe more than 50% combined stud wall above •� Id below, otherwise use door header schedule. 1. SFE IAS1tMn SCIImNE r¢9 ICWXd1FM2. See header details for alternate layouts, Le. 2-25e4' or 4ex4• P.T. z- sc rcum 2zmAc Eoo+I ic' The header can be attached to the top plate and thus have the combined strength ; WINOorlam'�moMOM mWINc A�.E Nivalent and usethemaximum span stated. WNL Sn05 , II II I ii sl¢moNO SINAE 214• i I 1I I II On Use uDi IIl )4W RI O� fluDv ap (1N1P [ I II ir.ir ca I.W ammal I 'h'ALL ands H1Il 5 ➢ 12• MAx. ' WNIIFACIWdIS NSTMcmNs HYDROVENT DETAIL SIDE WALL WINDOWS END WALLS WINDOWS & (OPTIONAL) & DOORS DOOR 6• WIDE OR LESS G.F.I. -B+ NOTES -OPTIONAL ELECTRIC OUTLET YARiNG SHALL BE 14 N -ENCASE IN ALL METAL BOXES. E 3-WIRE MC C?B E SOURCE L " WIRING DIAGRAM (OPTIONAL) h SEE XEAOm .4L PSI (ODEREVI£W ' na/bxr�xf:mrirnKuvr.ea tu[ rnxra.a sm.i:�"> a+�,nrr:, A:anaaurs+ Glanapeeiex^. Yalw CMa2"ry pE aPc .u`a'.P..r Isucrc pwzass, m PE nzwn W4L sou: EurE M mNTINa W/aa]s fimn).iY smAP"` mm�'^"� STANDARD WALL DETAIL 1GM W"�'� �� A� � � Ax EauL &WINDOW OPTIONS TwNoulul ro - INS ANDga�� To dsule A I�,z saullvNG: WITH DOOR ]/{• 0.1Y1000 U M Ave nxalNwusof UUqloIw PAIL 1M01E E/NL NSNiuu RYsre MY sma. CF EAr rs - ]/C P.T. PLW,WO BE r La PON 0A NCMNLL M%1M6S 5/v roc - ]u• P.r. Tea � uAx __ Rca ipm in a u lyb• r-,a� c-la• t•-ta• il'-9• Y-C Y-1• - m'-0• r-r F-Io• - a'-0• o-p• rb• - 6'-0• 0'-10' pI �pK rw mffparnmawvo).•.P n 4 i I t i a I a,a Mr. 2r aC ttP. °'1 oPTgNLL I] 0 Is- mc. I MP Ism ]/a- I" am(wm P.r. A W M V. . M OR EOW4DIr. SEE HR4 rAmE z EaR avNTnrt A+m mAdNc. I I I I _ _ _ _ _ wryurwlulw AIPFWOR 9LL➢S BUILDING TYPE IUF Rfa FUUXNG RCSIDWIW, u sroRA¢ CONS RUMON TYPE wEi FIRE PRmECnON NONE nu SUPPRESSION SrSTW NONE OCCI smucE ALLOWABLE NUMBER OF STORIES I BASIL "No SPEED wtl6empli EXPOSURE a ENCLOSURE dacuaaa INTERN& PRESSURE coarvi T a/- am IMPOmANCE FACTOR LIB ROOF DEAD LOAD IOPs ROOF W LOAD ]OPSF oR ]o0n POOIr IBb BOOR DM LOAD 10Pg FLOOR WE LOAD Sm. r5P5F - 1251 Gin. "s' FAnNO OF WALLS. FLOOR. ROOF N/A MOOIILEs PER eMDINO I HURRICANE PROTECTION USAGE NO HURFI SHELTER USAGE NO SGI TUOVIGE 171. sourn. as lF4 W Pronn ey Z MTB 7 Date: Z 12/12/17 weld H- N/A (n W eeel Z (A SS-B-180CR1 lJJ 1. FauNa, PVNs wtE NOr vAar OF lRrs Puy M AND A'& 0- LJcowUn ar IwL .Ilw =W T z. R6 SADIN0 rs D]1IPr EIiGM THE TLC ENERbY CdI5WVA1pN w J mpE pEi}nyy SEC-DWpY(,Hl0— a 1a Zf nE r0 MRTaCO"EiWi mNFR INSTHIA11d1 V) Q 4• /6LHOmIfD • pMERS 1ralA4 . ErC ARE zN /Y sR. IXCmr C) a spucrvlas oeB ,co so. n. Wu RAW M so' MNIMVM DOas. w ae G. le HE osAztm eN-smZ ar MINE rNKI IMx 7.LL vm THE MNIMUM =)NsvL,• 4.14na+m,aamnma 50m- ._..._ ._....-..... I— Q ````�� TIT 1/�. \,\CENS6- o. LLJ V) Q �Tj•; STATE�` / C S.. • G � Q-0 1 111 0 Matthew T. Baldwin P.E. Z Florida License #64608 m Sheet: SS13-1 OF 1