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Home My WebLink AboutProduct Approvalr. s Halsey B"heefs, Seerewhi Alax Marken. Superior Sheds, Inc. 2323 S. VOlusia Ave Orange City, FL 32763 August 07, 2019 RE: Manufacturer Certification, ID MFT -113; Expiration Date: August 07, 2022 Dear Alex Martens FLA ManufactoredBuilding Prog am 2601 BlairStoneRoad Tallahassee, Florlda32sg8.0772 Phone: 950.487,1824• FRX 859.414.8438 Ren DeSantis, Govemor It Is my pleasure to Inform you that Superior Sheds, Inc„ located at 2323 S. Volusla Ave, Orange City, FL 32763, has been approved under the Manufactured Buildings Program, as provided for under Chapter 553, Part 1, 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 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 SCIS (www floridabuildlny 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, �- �� C� Robert, Lorenzo Manufactured Buildings Program cc:Top Line Engineering, LLC SETlJP AND INSTAL ATION OF SINGLE WIDE SHED i. 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 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 UPLIFT (ELF) ANCHOR SPACING 20'-0" 400 S-6" 13'-8" 280 S-6" ll' -B" 240 S-6" 10' 0" 200 S-13" 8' 0" 160 S-6, 6'-0" 120 S-6" VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SEES OF SKIDS. TABLE 3A TABLE 2 SKID RUNNER SPACING` SHED WIDTH X1 X2 X3 13 —8" 1'-10x1" "-104" 1'-1U4" TYPE 2'-8" 6'-4" — 10' 0" V-7" 6•_10" — 8'-0" 0'-9" 6'-6" — 6,—U" 0'-10" 51" — VALUES ARE FROM END OF JOIST TO CENTERS OF (2) 4"x4" SKIDS ONLY. 13'-8" WIDE SHEDS HAVE (4) SEES OF SKIDS. TABLE 3A PAD TYPES TYPE PAD DIMENSIONS MAX. LOAD- MATERIAL I 2"x8"x16" 1778LBS CONCRETE BLOCK TYPE LW*(PLF) CEMENT AND SAN[ II 4"x8"x16" 3500LBS CONCRETE BLOCK INTERIOR SIDE RUNNER PAD I PAD TYPE 13'-8" CEMENT AND SAN[ III i6"x16" 3950LBS ABS PLASTIC PAD; IV 8"x8"x16" 1900LBS CONCRETE BLOCK 11'-8" SW/DW CEMENT AND SAN[ BASED ON 2000PSF SOIL BEARING CAPACITY (2000PSF IS TYPI NOTES 1. HOLLOW OR SOLID CONCRETE BLOCKS (8"xe"x16") WAY BE S1 ON PADS FOR HIGH SETS UP TO 48" WITHOUT REINFORCINC 2. ABS PADS REQUIRED ON 11'-8" AND 13'-8" WIDE SHEDS OS LOAD WIDTH OF UPLIFT ON RUNNER OTE 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING 15 CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. 2"x2" GALYWINIZEO WASHER /WITH 1/2" NUT 7/2" THREADED ROD OPTIONAL FOR "HIGH SET" 1/2" COUPLER I/2"x12" FORGED EYEBOLT EYES BOLTED TOGETHER WITH 1/2"x2"� a I, /-TYPE I, II. IN. OR IV PAD BOLT & NUT WITH 64Sx2" GALVANIZED s BLOCKING AS REQUIRED WASHERS (2ITH (2 SHEAR CAPACITY) 30" EARTH, AUGER ANCHOR Li (SEE TABLE 4 FOR SPACING) SHED WITH SKID TO PAD OR BLOCKING 2"x2" GALVANIZED WASHER WRH 1/2" NUT EYES BOLTED TOGETHER WITH 1/2"x2" BOLT & NUT WITH (2)2"x2" GALVANIZED WASHERS (20ODLB SHEAR CAPACITY) TABLE 3). 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR (SEE TABLE 1 FOR SPACING) ROD SIMPSON A-24 CONCRETE CLIP OR EQUAL LOCAL COD SHED WITH SKID ANCHORED TO CONCRETE TIE -DOWN DETAILS 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 SIDE RUNNER PAD I PAD TYPE 13'-8" SW/DW 4.15/332 0" TO 6" 6'-0" 1936LB I, II, III, OR IV 1879LB I, II, III, OR IV 11'-8" SW/DW 6.00/480 0" TO 6" 6'-0" 2558LB I, II, III, OR IV 2558LB I, II, III, OR IV 10'-0" SW/DW 5.00/400 0" TO 6" 6'-0" 2400LB I, II, III, OR IV 2400LB I, II, III, OR IV 8'-0" SW 4.00/320 0" TO 5' 6'-0" 2029LD I, II, III, OR IV 2133LB I, II, III, OR IV 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 OTE 1. PAD SPACING IS END TO CENTER OF PAD. 2. PADS OTHER THAN END PADS SPACING 15 CENTER TO CENTER. 3. USE SAME MAXIMUM SPACING FOR INTERIOR SPACING. 2"x2" GALYWINIZEO WASHER /WITH 1/2" NUT 7/2" THREADED ROD OPTIONAL FOR "HIGH SET" 1/2" COUPLER I/2"x12" FORGED EYEBOLT EYES BOLTED TOGETHER WITH 1/2"x2"� a I, /-TYPE I, II. IN. OR IV PAD BOLT & NUT WITH 64Sx2" GALVANIZED s BLOCKING AS REQUIRED WASHERS (2ITH (2 SHEAR CAPACITY) 30" EARTH, AUGER ANCHOR Li (SEE TABLE 4 FOR SPACING) SHED WITH SKID TO PAD OR BLOCKING 2"x2" GALVANIZED WASHER WRH 1/2" NUT EYES BOLTED TOGETHER WITH 1/2"x2" BOLT & NUT WITH (2)2"x2" GALVANIZED WASHERS (20ODLB SHEAR CAPACITY) TABLE 3). 1/2"x3" (400 LB.) CONCRETE WEDGE ANCHOR (SEE TABLE 1 FOR SPACING) ROD SIMPSON A-24 CONCRETE CLIP OR EQUAL LOCAL COD SHED WITH SKID ANCHORED TO CONCRETE TIE -DOWN DETAILS 2018-12-20 TOP LINE ENGINEERING APPROVAL PLAN #SS -S -180-C I I Sic ALUMINUM ROOF SHEATHING ail Y R FuXF DESIGNPRESSURES ROOF +27.8 —94.7 ROOF FRAMING PLAN WALLS/DOORS INDO S +32.6/-29.2 ELEVATION CROSS-SECTION TYPICAL ARCH FRAME END ELEVATION WITH GARAGE DOOR MY ON ENPNNu Size b. NJ - Number ofjack a' c. Window header for wii and below, otherwise us, d. See header details for e. The header can be at equivalent and use the a NNl HYDROVEN W!u p n 1x RUNNERS 0 n END WA.. TRUSS 2"x4" TRUSS ® 24" O.C. MA). ail Y R FuXF DESIGNPRESSURES ROOF +27.8 —94.7 ROOF FRAMING PLAN WALLS/DOORS INDO S +32.6/-29.2 ELEVATION CROSS-SECTION TYPICAL ARCH FRAME END ELEVATION WITH GARAGE DOOR MY ON ENPNNu Size b. NJ - Number ofjack a' c. Window header for wii and below, otherwise us, d. See header details for e. The header can be at equivalent and use the a NNl HYDROVEN W!u