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HomeMy WebLinkAboutEngineering 1NIYVt l f'sGili1:q �n.t;��„?:tt,(,4cx:rot;tiisttr:i RECEIVE® OCT 1.8 119 Ken Lawson,Secretary ST. Lucie County, Permitting RIGk Scott,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 d on our website.All site-"related installation issues are subject to the local authority having jurisdiction. U. e9fteTapartment's contractor will make unannounced monitoring visits at least once each year. You ust grant complete access to your manufacturing facility and records to remain in oI(lance with the rules and regulations of this program. rcertification Is approved for three years from this date.You will receive a renewal notice by Email generated by the BCIS(=z�,,: fi,„ for online renewal. If you have questions W may contact Robert Lorenzo at 850-717-1835 or our FAX at 850-414-8436. 4M1lese visit our website at=•.�,• h.•=.tic,l•;,ii lit .;to see valuable Information on the Florida factured Buildings Program.A copy of this letter must accompany applications for local ing permits. LOL Sincerely, pt/rv"�-C� Robert Lorenzo Manufactured Buildings Program cc:Top Line Engineering, LLC 10/8/2019 Florida Building Code Online BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ,Contact Us ( BCIS Site Map Links Search Florida fti Manufactured(Modular)Buildings USER:Public User dr Z:bc�.crshi�Lbn Manufactured Modular Buildings Menu>Plan Detail • • Plan Tracking# 34942 Code Version 2017 Building Type Storage Sheds Municipal Jail No Manufacturer Tuff Shed,Inc.. Agency Top Line Engineering,LLC Agency Plan# TSR7-1015-6S 175 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 175 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 HVHZ APPROVED. New Construction for submittal please.W.E.Neary,III.SMP- 51. Plans Examiner Thank you! Original Plan Tracking # Date of Agency Approval 03/13/2019 Date Submitted 03/13/2019 Date Accepted 03/13/2019 Status Accepted Date Attached File 03/13/2019 PIanID 34942 TSR7-1015-6S 175 MPH COVER LETTER-7435e5ba.Ddf 03/13/2019 PIanID 34942 TSR7-1015-6S 175 MPH-ee3fO3fa.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.CMy�ht 2007-2013 State of Florida.::Prlvacv 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 click here. Manufactured(Modular)Buildings Accepts: M W1 ® eCheck M https://www.floridabuilding.org/mb/mb_pub_plan dtl.aspx?param=OgQwMGULGpwR3HL%2f2mVjcchwjyrxYv2pj73UbeUtZOUGvyoEPlYQFAllznCSL... 1/2 TOP LINE ENGINEERING LLC STRUCTURAL ENGINEERS March 13, 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 #TSR7-1015-6S 175 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. Nea y, 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 - 0."L.;Ni- "` FOR SHEDS UP TO 10'X15' FOOTPRINT AND UP TO 7' WALL HEIGHT William E.Neary,III ROOF PITCH BETWEEN 2:12 AND 6:12 SMP-51,SMI-79,ICC 5185040 10649 Oakview Pointe Terrace Gotha,Florida 34734 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. #17-1102.22 OR APPROVED EQUIVALENT. AGENCY TOPLINE ENGINEERING LLC SHEET 3-WALL DESIGN 3. PRIMESOURCE BUILDING PRODUCTS TIN CAPS-MIAMI-DADE NOA AGENCY PLAN NUMBER TRS7-1015-65 #16-1129.01 OR APPROVED EQUIVALENT. CONSTRUCTION TYPE V-B SHEET 4-ROOF DESIGN 4. GAF ROOF UNDERLAYMENT-MIAMI-DADE NOA#18-0119.15 OR FIRE PROTECTION B APPROVED EQUIVALENT. FIRE SUPPRESSION SYSTEM NO 5. GAF STARTER STRIP SHINGLE-MIAMI-DADE NOA#16-0922.06 OR OCCUPANCY UTILITY APPROVEDEQUIVALENT. NUMBER OF OCCUPANTS 0 6. GAF ASPHALTIC SHINGLES- MIAMI DADE NOA#18-0123.06 AND ALLOWABLE#OF STORIES 0 NOA#16-0811.11 OR APPROVED EQUIVALENT. WIND VELOCITY 175 MPH EXPOSURE C GENERAL NOTES 7• GAF RIDGE VENT-MIAMI-DADE NOA#18-0619.02 OR APPROVED FIRE RATING OF EXTERIOR WALLS 0 EQUIVALENT. FLOOR LIVE LOAD 55 PSF 1.BUILDINGS ARE APPROVED FOR RESIDENTIAL LAWN STORAGE FLOOR DEAD LOAD 10 PSF ONLY FLORIDA BUILDING APPROVAL NUMBERS WITH HVHZ- ROOF LIVE LOAD 20 PSF 2.BUILDINGS ARE EXEMPT FROM THE FBC ENERGY ROOF DEAD LOAD SO PSF CONSERVATION CODE PER SECTION R101.4.2. 1. TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL#FL22202 "R"RATING OF FLOOR WALL AND ROOF R-0 R-0 R-0 3.BUILDINGS 0 SQ-FT TO 719 SQ-FT ARE EXEMPT OR APPROVED EQUIVALENT. MODULES PER BUILDING 1 FROM WINDBORNE DEBRIS IMPACT STANDARDS 2. LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190 SQUARE FOOTAGE 150 FT MAX 4.BUILDINGS 0 SQ-FT TO 399 SQ-FT ARE EXEMPT FROM DOOR OR APPROVED EQUIVALENT. APPROVED FOR HURRICANE PROTECTION USAGE NO HEIGHT REQUIREMENTS 3. SIMPSON H2.5A HURRICANE TIE-FLORIDA BUILDING APPROVAL DESIGNED FOR HURRICANE PUBLIC SHELTER NO 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 8.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: -37/+23 PSF(ZONE 1) JURISDICTION 1. EAGLE METAL TRUSS CONNECTOR PLATES-ICC ESR-1082 FBC WIND PRESSURE(PSF)(ASD VALUES) -64/+23 PSF(ZONE 2) 9.NO ELECTRICAL PANEL IN BUILDINGS AS SUCH DATA PLATES SUPPLEMENT (BASED ON 10 SQ FT) -94/+23 PSF(ZONE 3) AND INSIGNIAS WILL BE FASTENED TO THE INTERIOR OF THE DOOR HEADER ON ALL BUILDINGS. WALL: -44/+40 PSF(ZONE 4) -54/+40 PSF(ZONE 5) INTERNAL PRESSURE COEFFICIENT: +/-0.18 MODULES PER BUILDING: 1 Drawn B PK TITLE DRAWING NO. THESE DRAWINGS AND THE TUFF SHED,INC. TUFF SHED 8 TUFF SHED-FT.LAUDERDALE 1919 NW 19TH STREET DESIGN ARE THE PROPERTY rni.n,mneseeenai«o-ao-ey�anaaemwded 4,',� Date: 2/8/19 TSR7-1015-65 OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT byf=M, PE 0. debtlwwno g. mss° SHEETINDEX SUITE 301 DRAWINGSAREFORA Storage Buildings&Garages Scale:SEE DETAILS FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. PM ed oq••orw•a«�n•m do oo wmao�a g g g NOA&FL APPROVAL REV.LEVEL 00 AND BUILT BY TUFF SHED. vaned�e.•.im ena m•memwm mai eo c RWILLS@TUFFSHED.COM ff FF SHED,MFG.FACILITIES ANY OTHER USE IS •„�,,,,,ya��,k ,,, '� •••••_• y.r DESIGN REQUIREMENTS SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREETo `. SHED AND THE ENGINEER OF DENVER,COLORADO 80210 PAGE 1 OF 4 RECORD (303)753-8833 EXT.96315 13 MAR 2019 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015-6S 175 MPH MAX 15'-0"LONG —d _may T_TOP LINE ENGINEERING 0.kL__LC William E.Neary,III SMP-51,SMI-79,ICC 5185040 10649 Oakview Pointe Terrace Gotha,Florida 34734 TREATED 2X6 FLAT SKID,TYP W p P.T.2X6 (NOT STRUCTURAL- 24.O.C.M FOR SHIPPING 0 o PURPOSES ONLY) o r- I T-0" _ r 10'-0"MAX (2)TREATED 2X6 BLOCKABOVE SKIDS AT EACH TRIPLE STUD END,TYP CORNER 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"HOT 6"O.C.ON THE EDGE AND RING SHANK NAILS DIPPED GALVANIZED FLOOR ASSEMBLY 12"O.C.IN THE FIELD RING SHANK NAILS OWOOD SHED BASE DETAIL O BRACKET DETAIL swe RT.6 acne Iua TUFF 5}{E D Drawn By:PK TRLE DRAWING N0. THESE DRAWINGS AND THE TUFF SHED,INC. ` °IIIno TUFFSHED-FT.LAUDERDALE DESIGN ARE THE PROPERTY TN+am has ossa slaw uaq+loom am eaa ea •QCH�,�ks, Date: 2/8/19 TSR7-1015-6S 1919 NW 19TH STREET OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT by PJ a wd.PEOn Nadataaho N. FLOOR FRAMING PLAN DRAWINGS ARE FORA °ph°s0"°h B 4 + SUITE 301 '* Storage Buildings&Garages Scale:SEE DETAILS REV.LEVEL 00 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. ���aw bamadenaan ^� FLOOR SHEATHING B NAILING FT.LAUDERDALE,FL 33311 AND BUILT BY TUFF SHED. RWILLS TUFFSHED.COM rannadaaanralamwuaaopaa ••a• c TUFF SHED,MFG.FACILITIES SHEET ANY OTHER USE IS 1777 S.HARRISON STREET FORBIDDEN BY BOTH TUFF 'till SHED AND THE ENGINEER OF DENVER,COLORADO 80210 PAGE 2 OF 4 RECORD (303)753-8833 EXT.96315 13 MAR 2019 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015-6S 175 MPH WALL FRAMING TO BE SPF STUD GRADE OR BETTER AT 16"O.C. WALL SHEATHING 1. ALTERNATIVE USE PRESSURE TREATED SPF IN FLOOD ZONES TRIPLE STUD DOUBLE TOP PLATE DOUBLE TOP PLATE WALL FRAMING NAILING-REFERENCE FBC 6TH EDITION(2017)TABLE 2324.1: CORNER CRIPPLES(IF REO.) CRIPPLES 1. TOP OR SOLE PLATE TO STUD,END NAIL: (2)16d NAILS HEADER HEADER 2. TOP PLATE TO TOP PLATE:16d NAILS AT 16"OC ING STUD 3. TOP PLATES,WHEN LAPPED AT CORNERS:(2)16d NAILS KING STUD 4. SOLE PLATE TO FLOOR:16d NAILS AT 16"OC STUD 2.4 WINDOW SILL TRIMMER SHEAR WALL NAILING NOTES: BASE PLATE 1. FOR 3/8"SMARTSIDE OR 7/16"OSB,USE 8d(0.131"0 X 2 Yz`)COMMON NAILS BASE PLATE 1.1. NAILING:EDGE-@ 3"O.C. FIELD-@ 6"O.C. FLOOR DECKING 2. FOR THERMO-PLY BLUE,USE ROOFING NAILS(MIN.0.120"0 X 1y"WITH A%-HEAD) FLOOR DECKING 2.1. NAILING:EDGE AND FIELD-@ 3"OC 3. NO SINGLE OPENING GREATER THAN 4'-0" CORNER STUD DETAIL WINDOW FRAMING DETAIL DOOR FRAMING DETAIL 4. 10'WIDE X 10'-15'LENGTH BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE SIDE WALL OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY SHEATHED O WITH NO OPENINGS OTHER THAN GABLE VENT AS SHOWN. 12 DOORIWINDOW HEADER SCHEDULE 2 MIN Q6 MAX WALLS A AND C END WALLS OPENINGS UP TO 2'-0"USE(2)2x4 SPF#2 OPTIONAL TYP WALL SHEATHING OPTIONS: 2X4 TOP WINDOW 3/8'SMARTSIDE WALLS B AND D(SIDEWALLS) PLATE PTOB W1D OUR 3/8•SMARTSIDE WITH FOIL BACKER 7116"ose OPENINGS 6'-0"USE(2)2x6 SPF#2-OR-USE 2x4 SPF#2 THERMO-PLY BLUE HEIGHT LIMITATION ALTERNATIVE-SEE DETAIL 2x6 SPF#2 FLOOD VENTS (IF APPLICABLE) HEIGHT LIMITATION f 1a-0 r 101-WTo1sa• ® ALTERNATIVE HEADER S JUE KTS WALL A ELEVATION WALL B ELEVATION SCALE:3/1W=1'-0• SCALE 3119'=1'-0" TTOP LINE ENGINEERING LLC "�—STRU�€17C'.TN1.Fh5 FLOOD VENT INFORMATION STUDS 12 William E.Neary,III (IF APPLICABLE): SHEATHING �2 MINSMP-51,SMI-79,ICC 5185040 8MAX 10649 Oakview Pointe Terrace SMART VENT PRODUCTS INC, FLOOD VENTS II TTGotha,Florida 34734 FLORIDA BUILDING APPROVAL#FL5822-R7. III II oPnoNAL PROPOSED SHED 2 VENT MINIMUM I I II VENT OPENING BETWEEN SIZE(SO.FT.) I WALL STUDS.VENT 4ANDOW REQUIREMENT ADEQUATE III II SECURED TO SHEATHING Toa mo 100 FOR UP TO 400 SO.FT.PER III AS PER MANUFACTURER'S 120 MANUFACTURER/STATE III II INSTRUCTIONS 150 APPROVAL FLooD vENTs IF IN FLOOD ZONE,USE PRESSURE TREATED rLu (IF APPLICABLE) FRAMING BASE PLATE 10'-0• I I 10'-0•TO 15'-0' _ r r WALL C ELEVATION WALL D ELEVATION O VENT DETAIL 8G E RT8 SCALE 3116'•1'-0' E: 76'=7'-0" Drawn By: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE THESE DRAWINGS AND THE TUFF SHED DESIGN ARE THE PROPERTY TUFF SHED,INC. `\"\\\1AttgpnW Date 2/8/19 TSR7-1015-6S 1919 NW 19TH STREET OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT gTMw �"v`a"mea9�s'w" u9�eo'� Q� ""'� '' WALL FRAMING SUITE 301 DRAWINGS ARE FOR A D�Im s ena6ae. Storage Buildings&Garages Scale:SEE DETAILS REV.LEVEL 00 FT.LAUDERDALE,FL 33311 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. �maemPleaolml9aoamonl9renoieoa9weae -* ELEVATIONS AND BUILT BY TUFF SHED. RWILLS@TUFFSHED.COM sienna sed sealed and Me IpnaW amu916a c TUFF SHED MFG.FACILITIES ANY OTHER USE IS 9nfflee many sfm codes "Is ANY HEADER DETAILS SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET SHED AND THE ENGINEER OF DENVER,COLORADO 80210 /II/III11111711P\�\ VENT DETAILS PAGE 3 OF 4 RECORD (303)753-8833 EXT.96315 13 MAR 2019 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN # TSR7-1015-6S 175 MPH 3X4 20 GA PLATES TRUSS NOTES: 5'-0" 1 EACH SIDE FBC,6TH EDITION(2017) ANSI/TPI 1-2007 TOE NAIL WITH(3) 12 TRUSSES TO BE SPACED @ 24"OC 16d NAILS,(2)ONE 4 MIN MATERIAL TO BE 2X4 SPRUCE PINE FIR SIDE,(1)OTHER SIDE Q6 MAX GRADE#2 OR BETTER RAFTER PLATES ARE TO BE PRESSED IN THE 10'-0" I WOOD PER TPI. E 10'SPAN REP MEMBER INCREASE:YES D REACTIONS: LUMBER D.O.L.:1.15r TOP CINE ENGINEERING LLC N `T.—STRURUM fI�FF.0.5 MAX.VERTICAL:450 LBS. William E.Neary,III (2)SIMPSON HZ5A HURRICANE MAX.UPLIFT:-395 LBS. WIND: SMP-51,SMI-79,ICC 5185040 TIES ON BOTH SIDES AT EACH MAX DEFLECTION: ASCE 7-10,175 mph,Exposure C,D.O.L.1.60 END OF TRUSS,INSTALL PER VERT E-0.06 IN 10649 Oakview Pointe Terrace MANUFACTURER'S SPECIFICATIONS VERT TL-0.08 IN Gotha,Florida 34734 WALL TOP PLATES SIDING 2X4 BLOCKING AT SHEATHING SEAM STUDS FIRST 4'-0"ON EACH END TRUSS TO WALL (WHERE APPLICABLE) COMMON TRUSS 2 15'-O"MAX CONNECTION DETAIL s�RTs -- --- --- --- --- --- --- --- I I RUSSES I ROOF SHEATHING ROOF SHEATHING I 2'-0" 4"OC 19/32"CDX PLYWOOD ALL FASTENERS FBC 1517.5 19/32"CDX PLYWOOD ALL FASTENERS FBC 1517.5 ROOF I wa i CLASS'A'SHINGLES NAIILL WITH TINCAPS NT METAL ROOF NAIL WITH T NCA SEN I � I I � I RIDGE 0 o LINE o I O I HORIZONTAL PANEL HORIZONTAL PANEL DRIP EDGE EDGEWISE BLOCKING EDGEWISE BLOCKING I FLASHING REFERENCE NAILING NOTES REFERENCE NAILING NOTES BELOW. BELOW I O ROOF ASSEMBLY DETAIL ® ROOF ASSEMBLY 6CJ3E RT.6 DETAIL FOR METAL ISGIF:KT9. --- --- --- --- --- ---U—--- --- ROOF SHEATHING NAILING NOTES: WALL TOP PLATE 1.USE 0.113"0 X 23/"HOT DIPPED GALVANIZED RING SHANK NAILS 1 O 2.NAILING:EDGE- 4"O.C.ROOF FRAMING PLAN FIELD- 6"D.C. THESE DRAWINGS AND THE TUFF 5}{E D Drawn By: PK TITLE DRAWING NO. TUFF SHED-FT.LAUDERDALE TUFF SHED,INC. �weeeneeemea - DESIGN ARE THE PROPERTY TSR7-1015-6S 1919 NW 19TH STREET OF TUFF SHED,INC.THESE ENGiNEERiNG DEPARTMENT by Rao M188Oeane10,t e Date: 2/8/19 TRUSS DETAIL DRAWINGS ARE FORA DiguS"W..E.o"meae�eane"„"emee ? s' SUITE 301 ogndsgnaam. „,� - Stora eBuildiri Buildings es Scale:SEE DETAILS BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. P t��,�.elseeea�e"lee�el�.wee� * * s Storage g g ROOF FRAMING PLAN REV.LEVEL 00 FT.LAUDERDALE,FL 33311 AND BUILT BYTUFFSHED. eknea"mceaieaemmec�nawreew:lee )*- COM veMbaweroeba me mo ea TUFF SHED,MFG.FACILITIES ANY OTHER USE IS RWILLS@TUFFSHED. TRUSS ATTACHMENT SHEET ^ FORBIDDEN BY BOTH TUFF 1EN S. , RRISONCOLORADO STREET y� SHED AND THE ENGINEER OF DENVER,COLORADO 80210 ROOF ASSEMBLY PAGE 4 OF 4 RECORD (303)753-8833 EXT.96315 13 MAR 2019 2019-03-12 TOP LINE ENGINEERING APPROVAL PLAN #TSR7-1015-6S 175 MPH • EACH 2'-0" BLOCK MUST BE INSTALLED WITH (2) ROWS co OF 10d NAILS @ 3" O.C. � J O J D ATTACH BRACKET TO STUD z STUD THRU HOLE IN ANCHOR PLATE WITH o 0 3/8"0 x 6" CARRIAGE U) N BOLT AND LOCKNUT CORNER STUD STUD SIDING TRIM END WALL 7ANCHOR BRACKET TO BE FLUSH WITH EDGE OF TRIM 0 BUILDING SIZE QTY OF ANCHORS UP TO 8X12 4 UP TO 10X15 4 N ANCHORS INSTALLED AT EACH CORNER OF THE BUILDING AUGER ANCHO 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 -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 ACCORD C - , MANUFACTURER'S SPECIFICATIONS. ~` -6835 No. j .p.. SSA OF to Ji�i SFS �Ca� . Scale: NTS CUSTOMERS NAME: Tuff Shed P.O.#: TUFF SHED' Title:AUGER ANCHOR DETAIL Drawn By:PK FOR WIND SPEEDS Date 3/13/19 Checkkeded BByy: UP TO 175 MPH Date Revised: