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Home My WebLink AboutProduct Approval 7/23/2019 Florida Building Code Online > F , l+C Y r BCIS Home Login I User Registration Hot Topics Submit Surcharge Stats&Facts I Publications Contact Us BCIS Site Map Links Search b a re r Manufactured(Modular) Buildings USER:Public User rzrti F.gi! Manufactured(Modular)Buildings Menu>Plan Detail Plan Tracking# 34891 •i' - Code Version 2017 Building Type Storage Sheds Municipal Jail No Manufacturer Tuff Shed, Inc.. Agency Top Line Engineering,LLC Agency Plan# TSR7-1015-6 160 MPH School District Contract Agency Construction Type V-B Fire Protection B Fire Suppression System No Occupancy Utility-Mist. 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 20 10 "R" Rating of Floor,Wall,and Roof 0,0,0 Modules per Building 1 Square Footage 150 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 34891 TSR7-1015-6 160 MPH COVER LEITER-4065512e.Ddf 03/11/2019 PlanID 34891 TSR7-1015-6 160 MPH-d67e3f4d.Ddf 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.Copydght 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 mall 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 click here. Manufactured(Modular)Buildings Accepts: ® ® ®IiHtn M https://www.floridabuilding.org/mb/mb_pub_plan_dti.aspx?param=OgQwMGULGpzwgxQNgAE4dHYmp8OqYlar7cnSYHY3KANnAkyJy%2fNAal rQu4... 1/2 . I TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS I 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 #TSR7-1015-6 160 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. Respectfully,, William E. Neary, III Business Partner Topline Engineering, LLC BILL.TLE@yahoo.com 10649 Oakview Pointe Terrace•Gotha• FL 34734• Phone(407)421-4037• Projects.TLE@yahoo.com FL Certificate of Authorization 31785 MANUFACTURED STORAGE SHED FOR SHEDS UP TO 10'X15' FOOTPRINT AND UP TO 7' WALL HEIGHT ROOF PITCH BETWEEN 2:12 AND 5:12 MIAMI-DADE NOA AND FL SHEET INDEX PRODUCT APPROVAL WITH HVHZ DESIGN REQUIREMENTS MIAMI-DADE NOA: BUILDING CODE 2017 FBC 6TH EDITION SHEET 1-GENERAL DESIGN REQUIREMENTS 1. PRIMESOURCE BUILDING PRODUCTS RING SHANK NAILS-MIAMI ELECTRICAL CODE 2014 NEC NFPA 70 DADE NOA#17-0821.08 OR APPROVED EQUIVALENT. BUILDING TYPE RESIDENTIAL LAWN STORAGE SHED SHEET 2-FLOOR DESIGN 2. ECO WINDOW SYSTEMS,LLC WINDOWS-MIAMI-DADE NOA MANUFACTURER TUFF SHED INC. TOP L1NE ENGINEERING,LLC #17-1102.22 OR APPROVED EQUIVALENT. AGENCY TOPLINE ENGINEERING LLC SHEET 3-WALL DESIGN 51'NUC'U._ENGINEERS 3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS-MIAMI-DADE NOA AGENCY PLAN NUMBER TRS7-1015-6 William E.Neary,III #16-1129.01 OR APPROVED EQUIVALENT. CONSTRUCTION TYPE V-B SHEET 4-ROOF DESIGN SMP-51,SMI-79,ICC 5185040 4. GAF ROOF UNDERLAYMENT-MIAMI-DADE NOA#18-0119.15 OR FIRE PROTECTION B APPROVED EQUIVALENT. FIRE SUPPRESSION SYSTEM NO 10649 Oakview Pointe Terrace 5. GAF STARTER STRIP SHINGLE-MIAMI-DADE NOA#15-0922.05 OR OCCUPANCY UTILITY Gotha,Florida 34734 APPROVED EQUIVALENT. NUMBER OF OCCUPANTS 0 6. GAF ASPHALTIC SHINGLES- MIAMI DADE NOA#18-0123.06 AND ALLOWABLE#OF STORIES 0 GENERAL NOTES NOA#160811.11ORAPPROVED EQUIVALENT. WIND VELOCITY 160 MPH EXPOSURE C 7. GAF RIDGE VENT-MIAMI-DADE NOA#18-0619.02 OR APPROVED FIRE RATING OF EXTERIOR WALLS 0 EQUIVALENT. FLOOR LIVE LOAD 55 PSF FLOOR DEAD LOAD 10 PSF 1.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ- ROOF LIVE LOAD 20 PSF ONLY ROOF DEAD LOAD 10 PSF 2.BUILDINGS ARE EXEMPT FROM THE FBC ENERGY 1TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL#FL22202 "R"RATING OF FLOOR WALL,AND ROOF R-0,R-0 -0 R . CONSERVATION CODE PER SECTION R101.4.2. MODULES PER BUILDING 1 OR APPROVED EQUIVALENT. 3.BUILDINGS 0 SQ-FTORNE TO 719 SQ-FT ARE EXEMPT SQUARE FOOTAGE 150 FT2 2. LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190 FROM NGS 0 SQ-FT DEBRIS IMPACT STANDARDS APPROVED FOR HURRICANE PROTECTION USAGE NO 4.BUILDINGS 0 /REM TO 399 SQ-FT ARE EXEMPT FROM DOOR SI APPROVED EQUIVALENT. DESIGNED FOR HURRICANE PUBLIC SHELTER NO HEIGHT REQUIREMENTS 3. SIMPSON H2.SA HURRICANE TIE-FLORIDA BUILDING APPROVAL 5.BUILDINGS 400 SQ-FT OR GREATER ARE REQUIRED TO MEET THE #FL10456 OR APPROVED EQUIVALENT. 6'-8"DOOR HEIGHT 4. SMART VENT PRODUCTS,INC-FLORIDA BUILDING APPROVAL ENCLOSURE: ENCLOSED 6.ALL WINDOWS AND DOORS TO MEET THE MINIMUM LISTED #FL5822 OR APPROVED EQUIVALENT. SPECIFICATIONS REQUIRED BY THE FLORIDA BUILDING CODE 5. GULF COAST SUPPLY&MANUFACTURING,LLC-FLORIDA RISK CATEGORY: 1 7.GUTTERS ARE TO BE SITE INSTALLED PER LOCAL AUTHORITY BUILDING APPROVAL#FL11651.23 OR APPROVED EQUIVALENT. HAVING JURISDICTION AND PERMITTING IMPORTANCE FACTOR: 1.00 B.FOUNDATION PLANS ARE NOT PART OF THESE PLANS ARE ICC ESR REPORT WITH FLORIDA APPROVAL SUPPLEMENT WITH HVHZ- LOCALLY DESIGNED AND APPROVED BY THE AUTHORITY HAVING COMPONENT AND CLADDING: ROOF: 31/+1g PSF(ZONE 1) JURISDICTION 1. EAGLE METAL TRUSS CONNECTOR PLATES-ICC ESR-1082 FBC WIND PRESSURE(PSF)(ASD VALUES) -53/+19 PSF(ZONE 2) 9.NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES SUPPLEMENT (BASED ON 10 SQ FT) -79/+19 PSF(ZONE 3) 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: +/-0.18 MODULES PER BUILDING: 1 ��mnminu,„ Drawn By: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE TUFF SHED,INC. DESIGN ARE THE PROPERTY Hao y o„ TUFF SHED Date: 2/8/19 1919 NW 19TH STREET ENGINEERING DEPARTMENT TSR7-1015-6 OF TUFF SHED.INC.THESE SHEET INDEX SUITE 301 DRAWINGS ARE FORA Scale:SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.F. Storage Buildings&Garages REV.LEVEL 00 FT.LAUDERDALE,FL 33311 NOA8 FL APPROVAL AND BUILT BYTUFF SHED. TUFF SHED,MFG.FACILITIES RWILLS@TUFFSHED.COM SHEET / ANY OTHER USE IS 1777 SHARRISON STREET DESIGN REQUIREMENTS 1 FORBIDDEN BY BOTH TUFF S. aiiiuunnnom 1 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 #TSR7-1015-6 160 MPH 7 MAR 2019 MAX 15'-0"LONG __T<t0E LOP LI E EN NGINEERING,LLC �y�,' S7'll�1CI UIULENGINEERS William E.Neary,III SMP-51,SMI-79,ICC 5185040 10649 Oakview Pointe Terrace - Gotha,Florida 34734 TREATED 2X6 FLAT SKID,TYP o P.T.2X6 (NOT STRUCTURAL- 24"O.C.MA> FOR SHIPPING 4 47 PURPOSES ONLY) T-0" _ 10'-0'MAX (2)TREATED 2X6 BLOCKABOVE SKIDS AT EACH EACH 2'-0"BLOCK MUST BE END,TYP INSTALLED WITH(2)ROWS OF 10d NAILS @ 3"O.C. ANGLE BRACKET TO BE § SITE INSTALLED WITH TYPICAL ANCHOR TREATED 3/4"T&G FLOOR DECKING ATTACHED ATTACH ALL FLOOR WALL ASSEMBLY WITH.113"X 2 3/8" JOISTS TO RIM JOISTS TREATED 2X6 BLOCKS HOT DIPPED GALVANIZED WITH(3).113'X 3"HOT AT 4 CORNERS ATTACHED RING SHANK NAILS AT DIPPED GALVANIZED WITH(6).113"X 3"HOTFLOOR ASSEMBLY 6"O.C.ON THE EDGE AND RING SHANK NAILS DIPPED GALVANIZED 12"O.C.IN THE FIELD RING SHANK NAILS OWOOD SHED BASE DETAIL O BRACKET DETAIL SGIf IIi.S SCIlE:N.T.S TUFF 5]{E D Drawn By: PK TITLE DRAWING NO. THESE DRAWINGS AND THE TUFF SHED,INC. TSR7-1015-6 TUFF SHED-FT.LAUDERDALE OF DES[ NCRO HESE bymMsawuh ve°0"the ssw �mtmae0 Date: 2/8/19 1919 NW 19TH STREET ENGINEERING DEPARTMENT q FLOOR FRAMING PLAN SUITE 301 DRAWINGSAREFORA DI@tel Sbnatwa. es s Storage Buildings&Gars Scale:SEE DETAILS BUILDINGTO BE SUPPLIED RICHARD J.WILLS,P.E. Pnmeacovlec"+w.aoe menteana oedaeree e * *_ g g g FLOOR SHEATHING&NAILING REV.LEVEL 00 FT,LAUDERDALE,FL 33311 AND BUILT BY TUFF SHED, eq"ee a"e seeleaedme ey awomwtee ' - SHEET ANY OTHER USE IS RWL7 SHARRISON STREET veMea a"enyeiecao"k urges >4,' ,,e,-;0�e�Po TUFF SHED,MFG.FACILITIES @ T - FORBIDDEN BY BOTH TUFF SHED AND THE ENGINEER OF DENVER,COLORADO 80210 unllllDmt\ PAGE 2 OF 4 RECORD (303)753-8833 EXT.96315 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN 4tTSR7-1015-6 160 MPH 7 MAR-201-9- WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O.C. 1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES WALL FRAMING NAILING-REFERENCE FBC 6TH EDITION(2017)TABLE 2324.1: DOUBLE TOP PLATE 1. TOP OR SOLE PLATE TO STUD,END NAIL (2)16d NAILS CRIPPLES(IF REQ.) F.FLOORDECKING OUBLE TOP PLATE 2. TOP PLATE TO TOP PLATE:16d NAILS AT 16"OC 0 LINE ENGINEERING,LLC RIPPLES(IF REQ.) 3. TOP PLATES,WHEN LAPPED AT CORNERS:12)16d NAILS I a nn ehelNeEl s EADER 4. SOLE PLATE TO FLOOR:16d NAILS AT 16"OC HEADER William E.Neary,III KING STUD ING STUD SHEAR WALL NAILING NOTES: SMP-51,SMI-79,ICC 5185040 2x4 WINDOW SILLRIMMER 1. FOR 3/8"SMARTSIDE OR 7/16°OSB,USE 8d(0.131"0 X 2Y2")COMMON NAILS 10649 Oakview Pointe Terrace 1.1. NAILING:EDGE-@ 3"O.C. Gotha,Florida 34734 BASE PLATE FIELD-@ 6"O.C. 2. FOR THERMO-PLY BLUE,USE ROOFING NAILS(MIN.0.120"0 X 1Ya"WITH A'/8"HEAD) ASE PLATE 2.1. NAILING:EDGE AND FIELD- 3"OC FLOOR DECKING 3. NO SINGLE OPENING GREATER THAN 4'-0" 4. 10'WIDE X 10'-15'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE END WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED WITH WINDOW FRAMING DETAIL DOOR FRAMING DETAIL NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. O WINDOW 2 "Krs 12 Damn° DOOR/WINDOW HEADER SCHEDULE WALLS A AND C END WALLS OPTIONAL IN TYP WALL SHEATHING OPTIONS: OPENINGS UP TO 6'-0"USE(2)2x4 SPF#2 oow 3/8'SMARTSIDE D R PTO=WD 3/8'SMARTSIDE WITH FOIL BACKER 7 11 8"OSe WALLS B ANDD SIDEWALLS THERM0.PLY RED ) OPENINGS UP TO T-0"USE 2)2x4 SPF#2 FLOOD VENTS (IF APPUCABLE) 10 0 10'-0'TO 16'-0' r I � WALL A ELEVATION WALL B ELEVATION SCALE:3116-=T-T SCALE:3116•=1'4STUDS FLOOD VENT INFORMATION 12 (IF APPLICABLE): SHEATHING Q s MMAX SMART VENT PRODUCTS INC, FLOOD VENTS III FLORIDA BUILDING APPROVAL#FL5822-R7. III III PROPOSED SHED2 VENT MINIMUM III III VENT OPENING BETWEEN OPTIONAL SIZE(SQ.FT.) REQUIREMENT ADEQUATE WALL STUDS.VENT Pmonoowo 100 III III SECURED TO SHEATHING FOR UP TO 400 SQ.FT.PE III AS PER MANUFACTURER'S 120 MANUFACTURERISTATE III III INSTRUCTIONS 150 APPROVAL III FLOOD VENTS IF IN FLOOD ZONE,USE PRESSURE TREATED (IF APPLICABLE) FRAMING BASE PLATE 10.01 I I 10'-0"TO 15'-0' _ r- VENT DETAIL WALL C ELEVATION WALL D ELEVATION 3 kT.s SCALE:3116'"1'-0' OAL•3116'=1'-0' Drawn By: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE TUFF SHED,INC. a""`"0111°"p' TUFF SHED 1919 NW 19TH STREET OF TUUIGN SH D,INC.PROPERTY byPd—I Ms,PE. Nab°ae bV, `QpH�e�Wilds Data: 2/8/19 TSR7-1015-6 OF TUFF SHED.ITHESE ENGINEERING DEPARTMENT gedubwms,P6.0.!M 6°m w,o�wu,a. WALL FRAMING SUITE 301 DRAWINGS ARE FORA Di6'm Sgn80nB =* �.°sms es g g Storage &Garaes Scale:SEE DETAILS ELEVATIONS REV.LEVEL 00 FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. PMuaeooesaw"aa�mm�°°aowrcma2a * *E AND BUILT BY TUFF SHED. eg"ea maeeaiea ena m"eg"aw°""rs Da - TUFF SHED,MFG.FACILITIES e° FORBIDDEN BY BO 1777 S.HARRISONED.COM HEADER DETAILS SHEET 3 FORBIDDEN BY BOTH TUFF 1EN S. ,COLORADO STREET J SHED AND THE ENGINEER OF DENVER,COLO1tAD0 80210 VENT DETAILS PAGE 3 OFT—] RECORD (303)753-8833 EXT.96315 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015-6 160 MPH 7 MAR 2019 TRUSS NOTES: TOE NAIL WITH(3) 3X4 20 GA PLATES 16d NAILS,(2)ONE 5'-0" 1 EACH SIDE FBC,6TH EDITION(2017) SIDE,(1)OTHER ANSI/TPI 1-2007 SIDE 12 TRUSSES TO BE SPACED @ 24"OC RAFTER 4 MIN MATERIAL TO BE 2X4 SPRUCE PINE FIR - Q6 MAX GRADE#2 OR BETTER PLATES ARE TO BE PRESSED IN THE LINE WOOD PER TPI. , 51'HUCIUNRA ENGNEh9LLC 10'-0" ( 1 REP MEMBER INCREASE:YES William E.Neary,lll HURRICANE TIE AT EACH N 10'SPAN LUMBER D.O.L.:1.25 SMP-51,SMI-79,ICC 5185040 END OF TRUSS,INSTALL PER REACTIONS: 10649 Oakview Pointe Terrace MANUFACTURER'S SPECIFICATIONS MAX.VERTICAL:300 LBS. WIND: Gotha,Florida 34734 MAX.UPLIFT:-395 LBS. ASCE 7-10,160 mph,Exposure C,D.O.L.1.60 WALL 70P 'LA MAX.DEFLECTION: SIDING VERT LL-0.06 IN VERT TL-0.08 IN STUDS 15'-0"MAX COMMON TRUSS O TRUSS TO WALL 2 CONNECTION DETAIL ad 'NJA --- --- --- --- --- --- --- --- --- --- --- --- --- RUSSES Cc I ROOF SHEATHING ROOF SHEATHING I 2'-0^ 24"OC M I -7/1 s"ose -7/16"oss I 7/16"OSB WITH FOIL ALL FASTENERS FBC 1517.5 -7/16"OSB WITH FOIL ALL FASTENERS FBC 1517.5 19/32"CDX PLYWOOD 19/32"CDX PLYWOOD ROOF UNDERLAYMEN Ul i CLASS'N SHINGLES NMOL WITH T NCA SENT METAL ROOF NAIL WITH TINCAPS I14 RIDGE R I wa LINE o I 0 i HORIZONTAL PANEL HORIZONTAL PANEL I N I EDGEWISE BLOCKINGEDGEWISE BLOCKING FLASHING DRIP EDGE I I i REFERENCE NAILING NOTES ERENCE NAILING NOTES BELOW BELOW O ROOF ASSEMBLY DETAIL ® ROOF ASSEMBLY DETAIL FOR METAL --- --- --- --- --- — --J afJ1E N.T8. WALL TOP PLATE ROOF SHEATHING NAILING NOTES: O ROOF FRAMING PLAN 1.USE 0.113"0 X 2%"HOT DIPPED GALVANIZED RING SHANK NAILS 1 2.NAILING:EDGE-@ 4"O.C. FIELD-@ 6"O.C. Drawn B PK TITLE DRAWING NO. THESE DRAWINGS AND THE "T"9u11D Y TUFF SHED-FT.LAUDERDALE DESIGN ARE THE PROPERTY TUFF SHED,INC. `a NARo w , TNiatt°mhas Nees NOn Me W°1Benda, Date: 2/8/19 TSR7-1015-6 1919 NW 19TH STREET OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT DyRlanamwiU,PEo"g,>aataano�NNuv"g° F F SHED TRUSS DETAIL SUITE 301 DRAWINGS ARE FORA Stora eBuildin s&Gars es Scale:SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. Hated ooaiecoimmeomamal am aotwaaaa,oa g S g ROOF FRAMING PLAN REV.LEVEL 00 FT.LAUDERDALE,FL 33311 AND BUILT BY TUFF SHED. RWILLS TLTFFSHED.COM °�°"Bd'"a aaamd aae m°apaanaa,Nusi°° 9 TUFF SHED,MFG.FACILITIES °O _ SHEET ANY OTHER USE IS Nadgaawa,y eleoo-ome woiaa. TRUSS ATTACHMENT /� 1777 S.HARRISON STREET �T FORBIDDEN BY BOTH TUFF - -- _ SHED AND THE ENGINEER OF DENVER,COLORADO 80210 punnno�T ROOF ASSEMBLY PAGE 4 OF 4 RECORD (303)753-8833 EXT.96315 2019-03-07 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015-6 160 MPH _7 MAR 2019 i EACH 2'-0" BLOCK MUST BE INSTALLED WITH (2) ROWS U) OF 10d NAILS @ 3" O.C. I � J 0 J Z) ATTACH BRACKET TO STUD z STUD THRU HOLE IN o ANCHOR PLATE WITH o 0 3/8"0 x 6" CARRIAGE U) N BOLT AND LOCKNUT CORNER STUD STUD SIDING TRIM END WALL ANCHOR BRACKET TO BE FLUSH WITH EDGE OF TRIM 0 `Y' BUILDING SIZE QTY OF ANCHORS UP TO 8X12 4 UP TO 10X15 4 iv ANCHORS INSTALLED AT EACH CORNER OF THE BUILDING AUGER ANCHO Y OLIVER TECHNOLOGIES 0 PART NUMBERS: OT3644GPMP- 5/8" X 36" (36" IMBED) GALVANIZED AUGER OT17SWB - SIDEWALL BRACKET FOR USE WITH THRU BOLTS REPORT NO. LO-FJ90129-A -OR- 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. ��tuttrlmn�,;, This item has been electronically signed and sealed '106\\\2-cRD, � V by Richard Wills,PE.On the date shown using a Q'rpt sF'�in Digital Signature. No.78835 Printed copies of this document are not considered _ signed and sealed and the signature must be verified on any electronic copies. STArr tot- rnrrrruna 1 APR 2019 Scale: NTS CUSTOMERS NAME: Tuff Shed P.O.#: TUFF SHED TitIe: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: