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Home My WebLink AboutProduct approval 6/26/2020 i Florida Building Code Online SCIS Home I Log In User Registration Hot Topics Submit Surcharge 1 Stats&Facts E Publications 1'Contact Us BCIS Site Map Links YSearchi Fib Manufactured(Modular)Buildings ire 'USER:Public User J Manufactured(Modular)euildinas Menu>Plan Search>Plan List>Plan Detail ` Plan Tracking# 34886 Code Version 2017 Building Type Storage Sheds Municipal Jail No Manufacturer Tuff Shed,Inc.. Agency Top Line Engineering,LLC Agency Plan# TSR7-812 160 MPH School District Contract Agency Construction Type V-B Fire Protection B Fire Suppression System No Occupancy Utility-Misc. Allowable#of Stories 1 Wind Velocity 160 mph Exposure C Fire Rating of Exterior Walls 0 hrs Area Live-psf Dead-psf Maximum Floor Load 55 55 10 Alternate Maximum Floor Load Roof Load 30 10 "R"Rating of Floor,Wall,and Roof 0,0,0 Modules per Building 1 Square Footage 96 Sq. Ft. Approved for Hurricane Protection Usage No Designed for use as a Hurricane Public Shelter No Comments Residential Lawn Storage Shed New Construction for submittal please.W.Neary,III Plans Examiner(SMP-51). Thank you! Original Plan Tracking# Date of Agency Approval 03/04/2019 Date Submitted 03/05/2019 Date Accepted 03/12/2019 Status Accepted Date Attached File 03/05/2019 PlanID 34886 TSR7-812 160 MPH COVER LETTER-4d83dO36.pdf 03/11/2019 PlanID 34886 TSR7-812 160 MPH-e45Oeebd.pdf Cancel Plan Reviews Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Manufactured(Modular)Buildings Accepts: "M p5loft3li ® Rhee M https://www.floridabuilding.org/mb/mb_pub_plan_dU.aspx?param=OgQwMGULGpzJtCC7fcwKDrXgVNXkvcLul DAET9ezOdffl(TVSQVaKsYm3Xgm9fD... 112 I ' i >E TOP LINE ENGINEEBJNGt LLC STRUCTURAL ENGINEERS March 4, 2019 Mr. Thomas Campbell Florida Department of Business and Professional Regulation 2601 Blair Stone Road Building C Tallahassee, Florida 32399-6563 RE: Plan Approval Tuff Sheds, Inc. Plan #TSR7-812 160 MPH Dear Mr. Campbell, Per the requirements of the Florida Department of Business and Professional Regulations,the above referenced plans have been reviewed for compliance with: 2017 Florida Building Code, 6th Edition 2014 National Electrical Code (NFPA-70) These plans comply with Florida Product Approval Rule 61 G20-3.006 (FAC) A signed and sealed set of plans are maintained on file with Topline Engineering, LLC. All mandatory comments have been satisfied and plans are approved for construction by a currently approved modular building manufacturer. If you have any questions or require my assistance in any way, please do not hesitate to contact me. Thank you. Res ectfu(11 4 William E. Neary, II Business Partner Topline Engineering, LLC BILL.TLE@vahoo.com 10649 Oakview Pointe Terrace•Gotha• FL 34734• Phone(407)421-4037• Projects.TLE@yahoo.com FL Certificate of Authorization 31785 I I i .t . F ea FLA ManufwWred 8wItIr g Pro9 m 194D tdodh Mvruce St�E �usine ! Su�e99A PCC�f�SS " T&aha , Florida 41M of ne MA87.t824•Fax 86U.4t4 W6 Ken Lawson,Secretary Rick Scoff,Governor February 28,2019 Tom Saurey Tuff Shed,Inc.. 1777 South Harrison Street,Suite 600 Denver,CO 80210 RE: Manufacturer Certification,ID MFT-7686; Expiration Date: February 14,2022 Dear Tom Saurey It is my pleasure to inform you that Tuff Shed,Inc..,located at 1919 NW 19th Street,Suite 301, Store 530, Ft. Lauderdale, FL 33311,has been approved under the Manufactured Buildings Program,as provided for under Chapter 553, Part I, Florida Statutes,to manufacture Storage Sheds 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 BCIS(www.floridabuildino.oro)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.floridabuildina.oro 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:Top Line Engineering, LLC MANUFACTURED STORAGE SHED L ib STRUCrUMLENGRN[RSL FOR SHEDS UP TO 8'X12' FOOTPRINT AND UP TO 7' WALL HEIGHT William E.Neary,III ROOF PITCH BETWEEN 2:12 AND 6:12 SMP-Sl,SMI-79;ICC 5185040 10649 Oakview Pointe Terrace Gotha,Florida 34734 MIAMI-DADE NOA AND FL _ PRODUCT APPROVAL WITH HVHZ DESIGN REQUIREMENTS SHEET INDEX MIAMI-DADE NOA: BUILDING CODE - -- - ----- 2017 FBC.6TH EDITION ELECTRICAL CODE 2014 NEC NFPA 70 _ SHEET 1-GENERAL DESIGN REQUIREMENTS 1. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS-MIAMI BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED DADE NOA#17-0821.08 OR APPROVED EQUIVALENT. MANUFACTURER TUFF SHED INC. SHEET 2-FLOOR DESIGN 2. ECO WINDOW SYSTEMS,LLC WINDOWS-MIAMI-DADE NOA AGENCY TOPLINE ENGINEERING LLC #17-1102.22 OR APPROVED EQUIVALENT. AGENCY PLAN NUMBER TRS7-812 SHEET 3-WALL DESIGN 3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS-MIAMI-DADE NOA CONSTRUCTION TYPE V-B #16-1129.01 OR APPROVED EQUIVALENT. FIRE PROTECTION B SHEET 4-ROOF DESIGN 4. GAF ROOF UNDERLAYMENT-MIAMI-DADE NOA#18-0119.15 OR FIRE SUPPRESSION SYSTEM NO APPROVED EQUIVALENT. OCCUPANCY UTILITY 5. GAF STARTER STRIP SHINGLE-MIAMI-DADE NOA#15-0922.05 OR NUMBER OF OCCUPANTS 0 APPROVED EQUIVALENT. ALLOWABLE#OF STORIES 0 6. GAF ASPHALTIC SHINGLES- MIAMI DADE NOA#1B-0123.06 AND WIND VELOCITY 160 MPH EXPOSURE C NOA#16-0611.11 OR APPROVED EQUIVALENT. FIRE RATING OF EXTERIOR WALLS 0 GENERAL NOTES 7. GAF RIDGE VENT-MIAMI-DADE NOA#18-0619.02 OR APPROVED FLOOR LIVE LOAD SS PSF EQUIVALENT. FLOOR DEAD LOAD 10 PSF ROOF LIVE LOAD 30 PSF 1.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE ONLY FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ- ROOF DEAD LOAD 10 PSF "R"RATING OF FLOOR WALL AND ROOF R-0 R-0 R-0 2.BUILDINGS ARE EXEMPT FROM THE FBC ENERGY 1. TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL#FL22202 MODULES PER BUILDING 1 CONSERVATION CODE PER SECTION EXEMPT OR APPROVED EQUIVALENT. SQUARE FOOTAGE 96 FT MAX 3.BUILDINGS 0 SQ-FTORNE TO 719 SQ-FT ARE EXEMPT 2, LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190 APPROVED FOR HURRICANE PROTECTION USAGE NO FROM NGS 0 SC-FT DEBRIS IMPACT STANDARDS OR APPROVED EQUIVALENT. DESIGNED FOR HURRICANE PUBLIC SHELTER NO 4.BUILDINGS 0 IREM TO 399 SQ-FT ARE EXEMPT FROM DOOR 3. SIMPSON H2.5A HURRICANE TIE-FLORIDA BUILDING APPROVAL HEIGHT REQUIREMENTS 5.BUILDINGS 400 SQ FT OR GREATER ARE REQUIRED TO MEET THE #FL10456 OR APPROVED EQUIVALENT.4. SMART VENT PRODUCTS,INC-FLORIDA BUILDING APPROVAL ENCLOSURE: ENCLOSED 6' DOOR HEIGHT #FL5822 OR APPROVED EQUIVALENT. 6.ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED 5. GULF COAST SUPPLY&MANUFACTURING,LLC-FLORIDA RISK CATEGORY: 1 SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE BUILDING APPROVAL#FL11651.23 OR APPROVED EQUIVALENT. 7.GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY IMPORTANCE FACTOR,IW: 1.00 HAVING JURISDICTION AND PERMITTING 8.FOUNDATION PLANS ARE NOT PART OF THESE PLANS ARE ICC ESR REPORT WITH FLORIDA APPROVAL SUPPLEMENT WITH HVHZ- COMPONENT AND CLADDING: ROOF: -31/+19 PSF(ZONE 1) LOCALLY DESIGNED AND APPROVED BY THE AUTHORITY HAVING WIND PRESSURE(PSF)(ASD VALUES) -53/+19 PSF(ZONE 2) JURISDICTION 1. EAGLE METAL TRUSS CONNECTOR PLATES-ICC ESR-1082 FBC (BASED ON 10 SQ FT) -79/+19 PSF(ZONE 3) 9.NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES SUPPLEMENT AND INSIGNIAS WILL BE FASTENED TO THE INTERIOR OF THE WALL: -36/+34 PSF(ZONE 4) DOOR HEADER ON ALL BUILDINGS. 45/+34 PSF(ZONE 5) INTERNAL PRESSURE COEFFICIENT: 10.18 MODULES PER BUILDING: 1 Drawn By:PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE AD DESIGN , TUFF 5]{E D Y DESIGN ARE THE PROPERTY TUFF SHED,INC. by R, n°• nemn�au,0" °na°1 o o�pR� Date: 2/8/19 TSR7-812 1919 NW 19TH STREET oFTUFFSHED.INc.THESE ENGINEERING DEPARTMENT eyRtn°mWs.PE.onmeed°mnwnndq° SHEET INDEX SUITE 301 DRAWINGS ARE FORA Storage Buildings&Garages Scale:SEE DETAILS FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. vnm°umvbnmw mwm°merenawkmnr°a = , 1 - g g NOA$FL APPROVAL REV.LEVEL 00 AND BUILT BY TUFF SHED. 't=V.== S" RWILLS@TUFFSHED.COM .n a°n°m.ew°°rwvb. iW TUFF SHED,MFG.FACILITIES ANY OTHER USE IS ��'ONAL•ENfa•P�. DESIGN REQUIREMENTS SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET o SHED AND THE ENGINEER OF DENVER,COLORADO 80210 PAGE 1 OF 4 RECORD (303)753-8833 EXT.96315 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812 160 MPH 7 MAR 2019 MAX 12'-D"LONG LI E'NGINti6R1yFERtiG,_LW '—r"C STRII(TURAL ENGIN William E.Neary,III SMP-51,SMI-79,ICC 5185040 10649 Oakview Pointe Terrace Gotha,Florida 34734 TREATED 2X6 FLAT SKID,TYP P.T 6 (NOTSTRUCTURAL- o VIA @ 24" C.MAX FOR SHIPPING R PURPOSES ONLY) o i I 7'_0,. r 8'-0"MAX (2)TREATED 2X6 BLOCK ABOVE SKIDS AT EACH END,TYP ANGLE BRACKET TO BE 4 SITE INSTALLED WITH TYPICAL ANCHOR TREATED 314'T&G FLOOR DECKING ATTACHED ATTACH ALL FLOOR TREATED 2X6 BLOCKS WITH.113"0 X 2 3/8" JOISTS TO RIM JOISTSOT AT 4 CORNERS ATTACHED HOT DIPPED GALVANIZED WITH(3).113"0 X 3"HWITH(6).113"0 X 3'HOT WALL ASSEMBLY RING SHANK NAILS AT DIPPED GALVANIZED DIPPED GALVANIZED 6"O.C.ON THE EDGE AND RING SHANK NAILS RING SHANK NAILS 12"O.C.IN THE FIELD FLOOR ASSEMBLY OWOOD SHED BASE DETAIL 2- BRACKET DETAIL 2 TYP AT 4 CORNERS SC/E£RTS TUFF SHED Drawn By:PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE TUFF SHED,INC. 1919 NW 19TH STREET DESIGN ARE THE PROPERTY TN,e° wmbbeuuand°mm cT:W'C'''. Date: 2/8/19 TSR7-812 OFTUFFSHED,INC.THESE ENGINEERING DEPARTMENT aRbn°mwm,PE.o°m°a�.no °.bp. FLOOR FRAMING PLAN SUITE 301 DRAWINGS ARE FORA Storage Buildings&Garages Scale:SEE DETAILS Ff.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. PM1EeE aWO.NNVtlo°mtlenro m°tla OE '_ g g FLOOR SHEATHING&NAILING REV.LEVEL 00 AND BUILT BY TUFF SHED. - TUFFSHED,MFG.FACILITIES e° � �� o°o SHEET ANY OTHER USE IS 1777 S.HARRISONTREET ROEmvryObeONwpbs. '$`9� ^'° y° FORBIDDEN BY BOTH TUFF 1777 S. RRISON STREET ii �"'I,ENG��`��` SHED AND THE ENGINEER OF DENVER,COLORADO 80210 PAGE 2 OF 4 RECORD (303)753-8833 EXT.96315 7 MAR 2019 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812 160 MPH � _ FIELD-@ 6'D.C. FLOOR DECKING ____ TOE NAIL WITH(3) 16d NAILS,(2)ONE 3X4 20 GA SIDE,(1)OTHER 4'-0' jj::;1EACH LATES TRUSS NOTES: SIDE SIDE FBC,6TH EDITION(2017) RAFTER 12 ANSUTPI1-2014 2 MIN TRUSSES TO BE SPACED @ 24"OC 6 MAX MATERIAL TO BE 2X4 SPF GRADE#2 OR BETTER PLATES ARE TO BE PRESSED IN THE - — -- 8'-0" WOOD PER TPI. SIMPSON H2.5A HURRICANE TIE AT EACH REP MEMBER INCREASE:YES END OF TRUSS,INSTALL PER a LUMBER D.O.L.:1.15 MANUFACTURER'S SPECIFICATIONS - _--- -- 8'SPAN WALL TOP PLATES REACTIONS: WIND: MAX.VERTICAL:320 LBS. ASCE 7-10,160 mph,Exposure C,D.O.L=1.60 .E TOP U24, ENGINEFRINC,I.LC SIDING MAX.UPLIFT:-327 LBS.(MWFRS) L-3iNUGTUMC E JOINERS STUDS MAX.DEFLECTION: William E.Neary,III VERT LL-0.061N SMP-51,SMI-79,ICC 5185040 O TRUSS TO WALL VERT TL-0.08INCONNECTION DETAIL 10649 Oakview Pointe Terrace Gotha,Florida 34734 12'-0"MAX COMMON TRUSS --- --- --- V4� — --- -- --- --� 7/16"OSB 7/16"OSB USSES I 7/16'OSB WITH FOILALL FASTENERS FBC 1517.5 -7/16"OSB WITH FOIL ALL FASTENERS FBC 1517.5 2'-0' "OC MA) I I 19/32"CIX PLYWOOD -19/32"CDX PLYWOOD CLASS SHINGLES ROOF UNDERLAYMENT METAL ROOF ROOF UNDERLAYMENT NAIL WITH TINCAPS NAIL WITH TINCAPS 4 O C0 I _RIDGE LINE I HORIZONTAL PANEL 10 I w HORIZONTAL PANEL O I EDGEWISE BLOCKING FLASHING EDGEWISE BLOCKING 0 I DRIP EDGE REFERENCE NAILING NOTES REFERENCE NAILING NOTES I i BELOW BELOW ROOF ASSEMBLY ROOF ASSEMBLY --- --- --- --- --- — O DETAIL FOR SHINGLES ® DETAIL FOR METAL WALL TOP PLATE ROOF SHEATHING NAILING NOTES: O ROOF FRAMING PLAN awa vr.rc 1.USE 0.113"0 X 2%"HOT DIPPED GALVANIZED RING SHANK NAILS 2.NAILING:EDGE- 4"O.C. ROOF SLOPE VARIES FROM 2/12 TO 6/12 FIELD-%6"O.C. Drawn By:PK TRLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE prnniuuub„ TUFF 5}{E D Y DESIGN ARE THE PROPERTY TUFF SHED,INC. TN. d .PF w®q.q"w fiv,"a oc�AHu.,Wi� ., Date: 2/8119 TSR7-812 1919 NW 19TH STREET OFTUFF SHED,INC.THESE ENGINEERING DEPARTMENT by R�nardWm,PE o„u.mb.row„d"a" � �''-! TRUSS DETAIL SUITE 301 DRAWINGS ARE FORA omwsq".mre. *% , Storage Buildings&Garages Scala:SEE DETAILS FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Pfi bdmpe-1M&c,""—,"or w"W—d * t` g ROOF FRAMING PLAN REV.LEVEL 00 AND BUILT BY TUFF SHED. d�we.wm"wa.mw.y""w"mem RWILLS@TUFFSHED.COM TUFF SHED,MFG.FACILITIES ANY OTHER USE IS "„m"a”", - ^o^"• TRUSS ATTACHMENT SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET '''ij'9jpNAL EN p� SHED AND THE ENGINEER OF DENVER,COLORADO 60210 ROOF ASSEMBLY pAGE 4 OF 4 RECORD (303)753-8833 EXT.96315 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-812 160 MPH 7 MAR 2019 i I t EACH 2'-0" BLOCK MUST BE INSTALLED WITH (2) ROWS Cn OF 10d NAILS @ 3" O.C. Q J Z) ATTACH BRACKET TO STUD z STUD THRU HOLE IN z o ANCHOR PLATE WITH p of = r 0 3/8"0 x 6" CARRIAGE U) N BOLT AND LOCKNUT CORNER STUD STUD SIDING Ix TRIM END WALL ANCHOR BRACKET TO BE FLUSH WITH EDGE OF TRIM 0 `') BUILDING SIZE QTY OF ANCHORS UP TO 8X12 4 UP TO 10X15 4 Zq ANCHORS INSTALLED AT EACH CORNER OF THE BUILDING AUGER ANCHOR Y OLIVER TECHNOLOGIES • PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -O R- OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-B • WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS WITH THE MAXIMUM LOAD OF 5,080 LBS • THE ANCHORS MUST BE INSTALLED AND TESTED IN ACCORDANCE TO THE MANUFACTURER'S SPECIFICATIONS. 11 \\\\GNPRof►w�� This item has been electronically signed and sealed �� \,,• �'E N ,� i� by Richard Wills,PE.On the date shown using a Digital Signature. No 76 _.l Printed copies of this document are not considered signed and sealed and the signature must be a verified on any electronic copies. �'9�,'%.-...0...r. 0 1.�G IONA �1'�hlfl f f Iltill\1\\\ 1 APR 2019 Scale: NTS CUSTOMERS NAME: Tuff Shed P.O.#: TUFF SHED' Title:AUGER ANCHOR DETAIL Drawn By:PK Storage Buildings&Garages FOR WIND SPEEDS Date Drawn:3/13/19 Checked By: UP TO 175 MPH Date Revised: