Loading...
HomeMy WebLinkAboutProduct Approval (3) EXTERIOR RESEARCH &DESIGN, LLC. Certificate of Authorization 119503 TRINITY ERD 353 CHRISTIAN STREET, UNIT #13 QOOXFORD,CT 06478478 (203)262-9245 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R8 One Owens Corning Parkway FL10674-1113 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 8: 10/09/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: Robert J.M.Nieminen,P.E. ,'',Fs;...... The facsimile seal appearing was authorized by Robert Florida Registration No.59166,Florida DCA ANE1983 ` ��� " Nieminen,P.E.on 10/09/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. F)o TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles,as produced by Owens Corning, have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-132453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation Exp.05/16/2020 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic®and Supremee are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire'"are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4 Duration®, TruDefinition® Duration®, Duration® Premium Cool, TruDefinition® Duration® Designer Color Collection, TruDefinition Oakridge , Oakridge® and WeatherGuard� HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Hip&Ridge Shingles: 4.2.1 Berkshire Hip & Ridge Shingles, High Ridge, WeatherGuard HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and DuraRidge'" Hip&Ridge Shingles are fiberglass reinforced,hip and ridge asphalt roof shingles. 4.3 Accessory Starter Strips: 4.3.1 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8 Certificate of Authorization x9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 2 of 8 4 TRINITY ERD 5.4 Wind Classification: 5.4.1 All Owens Corning asphalt shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161,Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd = 150 mph (V,,,t = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip & ridge shingles, Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Va,d= 150 mph (V it= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C, as defined in FBC 1609.4.3, and a mean roof height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with F.A.C.Rule 611320-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 611320-3, per FBC 1507.2.3,1507.2.4 or R905.23. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or R905.2.6, with the following exceptions: ➢ Berkshire'shingles require minimum five(5)nails per shingle. ➢ WeatherGuarde HP shingles require minimum six(6)nails per shingle. ➢ Devonshire" shingles require minimum six(6)nails per shingle. ➢ Starter Strip Shingle and Starter Strip Plus require minimum five(5)nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: Felt undedayment Deck Fd,a,dedayment Da* Salkedhered WoRdberLocks Self-adhered tuMerhyment WeatherLocka underlayment ag Iktp edge DripDripedam o< NailslocatedNab located r-3"from am 2-3'from eave Install firstSelf-sealing adhesive Selfssakng edMsive Starter Strip positioned along cave h+sW Pint Sorter Strip Pluspostured along save shingle with with 6"removed 6'removed Starter Strip shite overhangs eaves and rakes t/i=t/i" Starter Strip Plus overhangs eaves and rakes 1/4"–Le" Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization#9503 6t"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 3 of 8 ��TRJN-f`YJERD 6.2.6 Minimum Nailing—Classic®&Supreme: Normal Mansard or Area para Normal Mansard or Area pas Wind Anes High Wind daevanes y Wind Areas High Wind desvanaa V Area pan vienros nornsWes Areas vientoe iwrles Area pan viontbs normatea Areas vientma fuwuo t W t r 13k- Z' t fA! t' �• z' IB it n, JL IrExposure 5 Sig"Exposure ids ExposicM 6.2.7 Minimum Nailing—Berkshire®: Sealant Mrip Sagent strip La tka do sollaJa La lira de sellador 0 ---------- ----------Lsof 9 yf 9 Yf i „S yt• 8�h" 8 1&1 8,2" 1 r r r Standard Fastening Pattern 6-Nail Fastening Pattern Seahni strip La firs de sdladar 94-----------1-e e 04----------1-0 r 8 Y'- 8 yf 8 yf B Yf 1 1 2" Asphakrooting conwt Cannto de mala de asiallo Mansard or Steep Slope Fastening Pattern Exterior Research and Design,U.C. Evaluation Report 037940.02.12-118 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 4 of 8 QOTRJNITYIERD 6.2.8 Minimum Nailing—Devonshire•": " 1" I 8,. I`8" I g" I 7e I —1" aata. Ndk 5-54'exposure Sealant location Fxpoaici6n de 5 518 ping Sealant del sellador s g•: Ten 1"Spots of Asphalt Roo(Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing — Duration®, TruDefinition® Duration, Duration® Premium Cool & TruDefinition s Duration Designer Color Collection: 4-Nall Fastening Pattern 6-Nall Fastening Pattern Uw4a6e ft a.me ase wan sa•aa6o traanlna a•a wan aa6,V" •lY,To" tr 1" 6410-sea^ etre^ sere^ Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 wr.NUM nsnan6.c.."+m aaa rypry + +r I ) tr seta^s.»• �r car+•spec a•.pre aeorq e.r.e+ Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R8 Certificate oJAuthori:ation#9503 6t"EDITION(2017)FBC NON-HVH2 EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 5 of 8 TRINITY I ERD ' 6.2.1 Minimum Nailing—TruDefinitions Oakridge®,Oakridge®: 4 Nail Patten 6 Nall Pattom EsWma ton 4 dawns EsWww cat 6 dawos r r r r It-- ,2• �I I<— ,r� �— tr —s{ It— rr 66/8"Exposure Fxposfaorrda66/8pufg 8Expalls Nab Oyu Expo4ddndo5619prdg 55/ Exposuw Oyu 5518"E'W". Exposioddn do 55/8puig ExposiaiM da 66/8ptdg Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Slopes Greater Than 21:12 ser.a.s®r..rneq�wWth -Kryp 1^ 1r i tr sw saa^ 12- rov 1"apes W A"ftd&A N CewYer Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: flita&VbW iWrd .t•: •:?• li�n�7iwrt Y lin 4ir�faw6iri�6 Exterior Research and Design,U.C. Evaluation Report 037940.02.12-118 Certificate ofAuthorirotion#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 6 of 8 TRINITY ERD 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire* Hip and Ridge Shingles, High Ridge, WeatherGuarde HP Hip and Ridge Shingles and ProEdge Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using four (4) nails per shingle. Installation of DuraRidgeT"' Hip & Ridge Shingles shall comply with the Owens Corning current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.3.3 Minimum Nailing—Berkshire®Hip&Ridge and High Ridge: Fig.1 q Fig.2 �— pawlalrl Vdnd DteoTrp p Topmm SeleWw alae--moi A Na1a Nails 7 ioO L ie ele0ed A i 1 1' Place Q 1 I I I I I I I p I i i j it a' I 1 1 I I I it 6.3.4 Minimum Nailing—WeatherGuard®HP Hip and Ridge: Fig.C Hip&Ridge Shingle Fastening Fig.A Topvewr ZN�: Area riYWind�draodo lbn p A Nelle 1 I A i i NHY Melva Z. �Eryowie� 1r >� Exterior Research and Design,U.C. Evaluation Report 037940.02.12-R8 Certificate ofAuthorizotion 119503 6EDITION(2017)FBC NON-HVHZ EVALUATION F1.10674-1113 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 7 of 8 TRINITY ERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard r--11"� Wind Direction Fastening Sealant Strip Pattem 6'Exposure 1. 1Y Sealant Futon 7'h" 7'h' 8"Expeuin Cover Exposed Fasteners with Roof Cement 6.3.6 Minimum Nailing—DuraRidge•" Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. Prevailing VAnd Direction Top Vi•w Dinetion d niiante dr venc Yw DiroodEn del viento prdcrni' is I- VistaCi- I" i Nae 2V" • owe scrod"Sualhld• a"• Nails �l•l0 1 1 I avet� 1 1 I I $L • � 1 a a ilii I p 12- 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC—QUA9625;(631)546-2458; Kanchi.Agrawala-Dokania@ul.com - END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R8 Certificate of Authorization X9503 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL10674-R13 Owens Corning Asphalt Roof Shingles Revision 8:10/09/2017 Page 8 of 8 Florida Building Code Online Page 1 of 1 RegulationBusiness & Professional SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search b a Product Approval re USER:Public User Product Approval Menu>Product or Application Search>Application List ' Search Criteria Refine Search Code Version 2017 FL# 22202.4 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications )Fy# Type Manufacturer Validated By Status FL22202- Affirmation Tuff Shed,Inc. Window and Door Approved R1 FL#:FL22202.4 Manufacturers Association History Model:Sundance Side-hinged Wood Shed Door(Outswing (715)551-5062v Single) Description: Sundance Side-hinged Wood Shed Door (Outswing-Single Door)Maximum Size 4'6-5/8"wide by 6'4-3/4"high Category: Exterior Doors Subcategory:Swinging Exterior Door Assemblies 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. 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 click here_ Product Approval Accepts: ® ® ® eLhc._ Credit Card Sate https://www.floridabuilding.org/pr/pr_app_lst.aspx 2/26/2018 4 ASSEMBLY INSTRUCTIONS: PARTS LIST ITEM PART NUMBER DESCRIPTION VENDOR NOTE:INSTRUCTION#1 THROUGH#3 ARE TO BE 1 — 7/16"APA OSB INTERIOR SHEATHING "APA APPROVED" PERFORMED IN FACTORY. INSTRUCTION#4 CAN BE SEE DETAIL W i 2 STEEL DOOR FRAME:1-1/2"STEEL DOOR FRAME QUAIL RUN PERFORMED IN FACTORY OR ON JOB SITE. INSTRUCTION FOR INSIDE VIEW / ! 3 #8 x 1 1/2"WOOD SCREW SOUTHERN CARLSON #5 IS TO BE PERFOMED ON JOB SITE. OF ASSEMBLY i iJ j 4 — 3/8'OSB SMARTSIDE EXT SHEATHING LOUISIANA PACIFIC 1. ATTACH ITEM 1(7/16"OSB INTERIOR SHEATHING)TO 3 ! 5 -- DOOR TRIM LOUISIANA PACIFIC ITEM 2(STEEL DOOR FRAME-1-1/2"SQ.TUBING)WITH q 6 NAIL SOUTHERN CARLSON ITEM 3(#8 x 1-1/2"SCREWS)@ 6"O.C.AND(2)SCREWS AT EACH END OF EVERY STEEL TUBE AS SHOWN IN 7 390206 TUFF SHED"L"HANDLE ASSEMBLY SIERRA PACIFIC DETAIL'S'. J % �� � j 8 TS002 #8 x 2-1/4'SQUARE DRIVE WOOD SCREW GMS 6 9 HTH6096 ITUFFSHEDHINGE SIERRA PACIFIC 2. ATTACH ITEM 4(3/8'OSB SMARTSIDE EXTERIOR SHEATHING)TO ITEM 2(STEEL DOOR FRAME-1-1/2" SQ.TUBING)WITH ITEM 3(#8 x 1-1/2 SCREWS)@ 6"O.C. �= AND(2)SCREWS AT EACH END OF EVERY STEEL TUBE AS SHOWN IN DETAIL'B'. 3. ATTACH ITEM 5(DOOR TRIM)TO ITEM 4(3/8'OSB SMARTSIDE EXTERIOR SHEATHING)WITH EXTERIOR GRADE CONSTRUCTION ADHESIVE AND ITEM 6(NAILS) @ 6"O.C.AND(2)NAILS AT EACH END OF EVERY TRIM 7 PIECE AS SHOWN. _ _ / i DOOR HANDLE AND STRIKE HURRICANE SPRING BOLT PLATE ATTACHMENT 4. ATTACH ITEM 5(HINGES)TO DOOR ASSEMBLY WITH f / SIERRA PACIFIC PART#1183ZN SIERRA PACIFIC PART#390206 ITEM 8(#8 X 2-1/4"SO DRIVE WOOD SCREWS)AT 2 1 ATTACH(1)HURRICANE BOLT 6"FROM TOP OF INSTALL DOOR HANDLE PER LOCATIONS SHOWN ON SHEET 4. (4)SCREWS PER i. DOOR AND(1)6"FROM BOTTOM OF DOOR. MANUFACTURER'S INSTRUCTIONS.USE HINGE. 2 ATTACH EACH BOLT WITH(4)#8 x 2-1/4"SOUARE #8 x 2-1/4"SQUARE DRIVE WOOD i' DRIVE SCREWS SCREWS.ATTACH STRIKE PLATE WITH(2) 5. INSTALL OUTSIDE HANDLE(COMPONENT OF ITEM#7) 3 3 SINGLE DOOR ASSEMBLY #8SCREWSx2" QU BE LOCA WOOD D AS SHOWN TO THE DOOR ASSEMBLY WITH(2)ITEM 8(#8 x 2-1/4 5 SQUARE DRIVE SCREWS). INSTALL CAB LATCH O TOP VIEW (COMPONENT OF ITEM#7)TO THE DOOR ASSEMBLY WITH(4)#8 x 1-1/4 PAN HEAD SCREWS.ATTACH INSIDE HANDLE(COMPONENT OF ITEM#7)AND SECURE WITH " WASHER AND NYLOC ON HANDLE SHAFT DETAIL'B' (COMPONENTS OF ITEM#7).SEE DETAIL W. 3 9 1 OEXPLODED DOOR ASSEMBLY ® 2 HINGE ATTACHMENTSIERRA-PALIFIICITAITT — PER TUFF SHED DOOR. ATTACHES INSIDE / EACH HINGE WITH(8) HANDLE CAB LATCH #8 x 2-1/4"TUFF SHED • HINGE SCREWS(PN S002 -ORDER fT_ VA__ NYLOC #8 x 1-1/4"PAN PURCHASING EPRT. OM t WASHER HEAD SCREWS HINGES TO BE ` DETAIL'A' LOCATED AS SHOWN. PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW HINGE ASSEMBLY DETAIL 4 O HANDLE DETAIL TUFF SHED"L"HANDLE FRONT VIEW ASSEMBLY R ,a TUFF 5]{E D Order#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO. DESIGN ARE THE PROPERTY TUFF SHED,INC. Customer: Drawn By:PK OF TUFF SHED,INC.THESE AP-FL-PGEN-01 DRAWINGS ARE FOR A 4'(4060)DOOR ASSEMBLY Storage Buildings&Garages Date: 3/23/17 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT REV.LEVEL 01 Checked B: AND BUILT BY TUFF SHED. 1777 S.HARRISON STREET TUFF SHED,INC. Site Address: AND INSTALLATION Y ANY OTHER USE IS DENVER,COLORADO 80210 SHEET PREMIER SERIES Date: FORBIDDEN BY TUFF SHED (303)753-TUFF Building Size:wio*x-�ux+*n-�wHr-sa rr.uw INC 6 THE ENGINEER OF Torr sNED INC.AssuMES ALL REsroNseLm FOR Scale: N.T.S. RECORD, HECONrENrorTNESEauwa sun THE SHEET 1 OF 2 COHSTRUCTM Or TIE Rt LLDWA SH HEREIN. 47 1/2 OPENING PARTS LIST X1/4 ITEM PART NUMBER DESCRIPTION VENDOR 1 P4S 4060 PREMIER STANDARD DOOR TUFF SHED 2 — STEEL BASE QUAIL RUN 1/4 3 — STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED 4 — 3/4"APA FLOOR DECKING "APA APPROVED" 6 7 5 HTH6096 TUFF SHED HINGE SIERRA PACIFIC 6 DOOR TRIM-VERTICAL LOUISIANA PACIFIC 7 DOOR TRIM-HORIZONTAL LOUISIANA PACIFIC 8 — STRIKE PLATE SIERRA PACIFIC 2X 1/4 DR STRIK 33 1/2 3 9 1183ZN HURRICANE SPRING BOLT SIERRA PACIFIC 10 — TRIMMER STUD MARKET LUMBER 11 #8 x 2-1/4"SQUARE DRIVE WOOD SCREW GMS 72 DOUBLE TOP PLATE OO OPTIONAL HEIGHT PLATE 10 CONFIGURATION 9 33 1/2 17 HEADER 36 DOUBLE TOP PLATE 8 ii 6 • 11 47 DOOR 21/2J 8 OPARTIAL FRONT VIEW INSTALLATION INSTRUCTIONS: 3' FF 1. ATTACH ITEM 8(STRIKE PLATES)TO ITEM 1(4060 PREMIER DOOR)WITH ITEM 11(#8 9 CRIPPLES X 2-1/4"SQ DRIVE WOOD SCREWS)AT LOCATIONS SHOWN. (2)SCREWS PER STRIKE PLATE. 11 2. ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES AND STRIKE PLATES TO WALL \ J e PANEL ASSEMBLY WITH ITEM 11(#8 X 2-1/4"SO DRIVE WOOD SCREWS)AT YY LOCATIONS SHOWN. (4)SCREWS PER HINGE. �% HEADER 3. ATTACH ITEM 8(STRIKE PLATE)TO ITEM 10(TRIMMER STUD)WITH(2)ITEM 11(#8 X 2-1/4'SQ DRIVE WOOD SCREWS)AT LOCATION SHOWN. 8 4. ATTACH ITEM 9(HURRICANE BOLTS)TO ITEM 1(PREMIER DOOR)WITH ITEM11(#8 X 11 1 2-1/4'SQ DRIVE WOOD SCREWS)AT LOCATIONS SHOWN. (4)SCREWS PER BOLT. �„ '` 2 FRAMING NOTES: 1. STUDS TO BE SPACED 16"O.C. 2. FRAME TO BE MINIMUM 2X4 SPF 11 5 3. FRAME NAILING KING STUD TO TOP PLATE,2-16d END NAIL 2ND TOP PLATE TO 1ST TOP PLATE,16d NAILS EVERY 12" KING STUD TO BASE PLATE,2-16d END NAIL KING STUD TO HEADER, 2 END NAIL TRIMMER STUD TO HEADERER,,2-182 TOE NAIL PARTIAL EXPLODED PARTIAL ASSEMBLY PARTIAL ASSEMBLY TRIMMER STUD TO BASE PLATE,2-16d END NAIL © OUTSIDE VIEW O OUTSIDE VIEW $ INSIDE VIEW 4. FASTEN BASE PLATE THROUGH FLOOR DECKING INTO JOISTS OR TRACKS WITH "" "'"a °C """' —E 1-11 1/40 X 3"GALV HEX HEAD SELF-DRILLING SCREWS 0 12"O.C. TUFF SHED Ober#. PO# THESE DRAWINGS AND THE DRAWINGS,INC. TITLE DRAWING DESIGN ARE THE PROPERTY TUFF SHED, Customer: Drawn By: PK OFT SHED.INC.THESE AP-FL-PGEN-01 DRAWINGS ARE FORA 4'(4060)DOOR ASSEMBLY Storage Buildings&Garages Date: 3/23/17 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT REV.LEVEL 01 TUFF SHED,INC. Site Address: AND INSTALLATION Checked By: AND BUILT BY TUFF SHED. EN S. ,COLORADO STREET ® La R.m y ANY OTHER USE U DENVER,COLORADO 80210 PREMIER SERIES SHEET 1 Date: FORBIDDEN BY TUFF SHED (303)753-TUFF 1 Building Size:—.—. INC&THE ENGINEER OF TUFF SHED M.A9SMES NL RESPONSMIU Y FOR IAF. Scale: N.T.S. RECORD. TNECDNTENr DFTNESEDRNWING ITHE SHEET 1 OF 2 CDNSTRUCT"OF THE SIRLDW.S SHOWN HEREIN. NOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG 1. BUILDING CODE: FLORIDA BUILDING CODE,6th EDITION(2017) SR600, TR700, PR 2. DESIGN LOADING: OVERHANG OPTIONS REFER TO PAGE 4 FOR TRUSS DESIGN, LUMBER SIZE,TRUSS SPACING RISK CATEGORY: I AND PLATE SIZE WIND SPEED: V,*= 165 TOE NAIL WITH(3) V,W,= 128 COLLAR TIE REQUIRED ONLY AT 16d NAILS,(2)ONE EXPOSURE: C 12'WIDE SHEDS,SEE TRUSS CALCULATIONS, SIDE,(1)OTHER ROOF LIVE LOAD: 20 PSF SHEET 4 SIDE ROOF DEAD LOAD: 10 PSF a^ 12 FLORIDA APPROVED OWENS RAFTER FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) CORNING OAKRIDGE 3l YEAR Q 4 SHINGLES-FL10674-R10, COMPONENT AND CLADDING: ROOF: 33 PSF(ZONE 1) NOA#12-1204.03 AND WIND PRESSURE(psl)(ASD VALUES) 57 PSF(ZONE 2) NOA#15-1102.03 (BASED ON 10 SQ FT) 84 PSF(ZONE 3) WALL:39 PSF(ZONE 4) MPSON H2.5A PLAITE ON 4� 48 PSF(ZONE 5) SINSIDE ATE EACH RAFTER SEE THE TRUSS INTERNAL WIND PRESSURE COEFFICIENT: =9.18 J CONNECTION WALL TOP PLATES (ENCLOSED BUILDING) m < DETAIL-DETAIL 2 FLORIDA BUILDING APPROVAL NUMBERS- 3 WALL FRAMING TO BE SIDING 1.WINDOWS BY PGT INDUSTRIES,INC- FLORIDA BUILDING SEE SHEET 3 FOR STEEL FLOOR WITH 2x4 SPF#2 OR BETTER APPROVAL#FL242.9-R22,NOA#17-0411.09 ANCHOR DETAIL OR FOUNDATION DETAIL @ 16"O.C. STUDS 2.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6-R5. IF BUILDING IS LOCATED 3.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL UP TO 12'WIDE IN A FLOOD ZONE THEN #FL10674.1-R13.NOA#12-1204.03 AND NOA#15-1102.03. io ( ) FLOOD VENTS AND PRESSUREO CONNECTION DETAIL TRUSS TO WALL 4.STARTER STRIP PLUS SHINGLE BY OWENS CORNING-NOA TREATED STUDS ARE REQUIRED- #16-0824.01. ONE SQ INCH VENT w , 5.ROOF UNDERLAYMENT BY GARDNER ASPHALT CORPORATION- 1 BUILDING SECTION wue.«_..x FOR EVERY ONE SQ FT NOA#17-0427.10 OF BUILDING 6.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- FLORIDA BUILDING APPROVAL#FL17667.1-R7. 7.4. SMART VENT PRODUCTS,INC-FLORIDA BUILDING APPROVAL KING STUD CRIPPLE STUD #FL5822.1-R5 DOUBLE TOP PLATE 8.TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL CRIPPLES(IF REQ.) ;OENI UBLE TOP PLATE #FL22202.1-R1 AND#FL22202.1-R1 IPPLES(IF REQ.) 9.SIMPSON H2.5A HURRICANE TIE-FLORIDA BUILDING APPROVAL HEADERS FORADERS FOR #FL10458.2-R3. OPENINGS UP TO 3'-0" OPENUSEINGS UP TO 4'-0" 2x4 SPF#2 USE(2)2x4 SPF#2PENINGS 4'-l"O 6'-0" SE(2)2x6 SPF#2 PE 1424 GS 6'-1"TO 8'-0" HEADER NAILING: SE(2)2x8 SPF#2 HEADER TO STUD-4-16d END NAIL DOUBLED HEADER 2x4 WINDOW SILL -16d @ 16"STAGGERED FACE NAIL FLOOR DECKINGG STUDMER HEADERS FOR: TRIMMER STUD NAILING: BASE PLATESE PLATE OPENINGS UP TO 7'-0"USE 2 2x4 SPF#2 REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. KING STUD OOR DECKING OPENINGS T-1"TO 8'-0"USE(2)2X6 SPF#2 TO 8'-0" REFER TO THE DOOR DETAIL(SHEET 2)FOR MAX WALL HEIGHT FOR EACH SHED: FOR WINDOW OPENINGS UP TO Y-O" THE DOOR DESIGN SR600-5'-8 1/4"(68 1/4") WINDOW HEADER DETAILDER DETAIL BALLOON FRAMED END WALL AND TR700-6'-81/4"(601/4") 38 FOR SIDE WALLS O S WALLS 4 HEADER DETAIL FOR END WALLS PR-6'4 1/2"(76 1/2") Order S. ,�I rj P.Q.# THESE DRAWNGS AND THEDESIGN ARE THE PROPERTY TUB SM,INC. \\Y` R ////// �E DRAWING NO- TUFF SHED Customer:�nntrW, kccru Drawn By: PK OF TUFF SHED.INC THESE EAIG1 TUFF G ,INC'IMffiVf E / FL-PR-SR-TR-01 DRAWINGS ARE FOR A P :s BUILDING SECTIONS Dale: 8/15/18 BUILDING TO BE SUPPLIED Storage Buildings&Garages EUCEIARn r.w1LE s,F H ::LEVEL 01 Site Address: AND BUILT BY TUFF SHED. o. 6835 HEADER FRAMING DETAILS TUFF SHED,MFG.FACILITIES IDID S!r ere.r, -+- C-t. Checked By: ANY OTHER USE IS RWRISWUFFSEM.Com =*� ••�* 3 FORBIDDEN ev BOTH TUFF 1777 S.EIARRL90N STREET _ FSC.8lh EDfT10N(2017) >lFIEEr BUIIdlf19 Re:vnon.-uwm-renHr.w.n.,wEA Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 :-O:• �D x I D )DO Sq Fr. Scale: N.T.S. RECORD (303)733-8833 ES7C1.96315 9O TAT o P 1850 PAGE 1 OF 4 //i/""/ONAm 3/8 SMART SIDE NAILING REQUIREMENTS USE THESE NAILING TABLES FOR THE SR600,TR700 AND PR DRAWINGS SIDE WALL EDGE NAILING REQUIREMENTS END WALL EDGE NAILING REQUIREMENTS MARK MAX MARK ---- WALLS END SIDE COMB. MIN TOTAL WALLS END SIDE MAX. MIN TOTAL DOOR HANDLE AND STRIKE BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED USED WIDTH LENGTH EDGE NAILING �(NOTE2) ISHEARWALL USED IWIDTH�LENGTH EDGE NAILING OPENING SHEAR WALL SINGLE DOOR ASSEMBLY INSTALL DOOR HANDLE PER NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL TOP VIEW MANUFACTURER'S INSTRUCTIONS USE#8 x 2-1/4" 1 6' 1 6'-24' 18d NAILS @ 6"O.C. 0' 6-24' 1 1 '6' 1 6' 8d NAILS @ 4"O.0 SEE NOTE 3 SQUARE DRIVE WOOD SCREWS 8' 8'-24' 8d NAILS @ 6"O.C. 0' 8'-24' 6' 8'-9' 8d NAILS @ 3"O C SEE NOTE 3 BOLT LATCH ON FIXED DOOR FOR--- 2OUBLE DOOR ATTACH STRIKE PLATE WITH(3) 10' 1 10'-24' 1 8d NAILS @ 6"O.C. 0' 10'-24' 6' 10' 8d NAILS @ 6"O.0 0' 6' 1 1 LA #8 x 2"SQUARE DRIVE WOOD 12' 12'-24' 8d NAILS 6"O.C. 0' 12'-24' 6' 12'-14' Bd NAILS @ 4"O.C. 0' 6' F11XED DOOR ATT ATATTACH(1)BOLT THE BOOM LT LATCH THE TOP AND SCREWS •MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT 6' 16-20' 8d NAILS @ 3"O.C. 0' 6' ASSEMBLY WITH(a)#8 x 2-1/4"SQUARE 6' '-24' 8d NAILS A 6"O.0 UP TO 12' 4' 8' 8'-12' 8d NAILS @ 6"O.C. 0' 8' DRIVE WOOD SCREWS. 8' 8'-24' 8d NAILS 0 6"O C. UP TO 12' 5' 8' 14'-20' 8d NAILS @ 4"O.0 0' 8' 0 8' '-24' 8d NAILS 0 4"O.C. UP TO 12' 4' 8' 22'-24' 8d NAILS @ 3"O.C. 0' 8' 10' 10'-24' 8d NAILS @ 6"O.C. UP TO 12' 6' 10' 10'-16' 8d NAILS @ 6"O.0 0' 10' 10' 10'-24' 8d NAILS 4"O.C. UP TO 12' 4' 10' 18'-24' Bd NAILS @ 4"O.C. 0' 10' 12' 12'-24' Bd NAILS 6"O.C. UP TO 12' 8' 12' 12'-24' Bd NAILS @ 4"O.C. UP TO 12' 5' 12' 12'-18' 8d NAILS @ 6"O.0 0' 12' 12' 12'-24' 8d NAILS @ 3"O.C. UP TO 12' 4' 12' 20'-24' 8d NAILS @ 4"O.C. 0' 12' EXTERIOR DOOR SHEATHING •MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT DOUBLE DOOR ASSEMBLY 3/8"SMARTSIDE OR 3/8"SMARTSIDEROOF SHEATHING(7/16"OSB) 8d WITH FOIL BACKER NAIL 4' SEE NOTE 3 B TOP VIEW WIDTH LENGTH FIELD NAILING EDGE NAILING L 3" SEE NOTE 3 INTERIOR DOOR SHEATHING g' 6'_18' 8d NAIL @ 6"0. 8d NAILS @ 4"O.C. d NAIL 3"O.C.( 2' RE NOTE 6 7/16"OSB OR 7/16"OSB WITH 8' 8'-24' 8d NAILS @ 6"O.C. 8d NAILS @ 4" C. '8' 8',10' 8d NAILS 4"O C 3' SEE NOTE 3 FOIL BACKER '8' 12' 8d NAILS 3"O.C. 3' BOLT LATCH ON FIXED 10' 10'-24' 8d NAILS @ 5"O.C. 8d NAILS @ 4"O.C. DOOR FOR DOUBLE DOOR 12' 12'-24' 8d NAILS @ 6"O.C. 8d NAILS @ 4"O.C. 8' 8' 8d NAILS 6"O.C. 3' 8' 10'-12' 8d NAILS 4"O.C. 3' WHEN THE FIXED DOOR IS 8' 14'-1 8d NAILS 3"O.C. 3' CLOSED AND BOTH BOLT NOTES: 8' 8'-10' 8d NAILS 4"O.C. 4' 4' LATCHES ARE ENGAGED,THE 1,USE 2 3/8"x 0 113 GALVANIZED RING SHANK NAILS. TOP BOLT LATCH WILL REST HINGE ATTACHMENT 8' 12' 8d NAILS @ 3"O.C. 4' 4' AGAINST THE INSIDE EDGE OF THE HEADER,AND THE BOTTOM '10' 10'-12' 8d NAILS 4"O.C. 3' SEE NOTE 3 BOLT WILL REST IN A (3R DOORIDOOR TUFF SHED HINGES PRE-DRILLED HOLE IN THE PE13'-15' Bd NAILS 0 3"O.C. 3' SEE NOTE 3 FLOOR DECKING. • PANEL,FILL EVERY TABLE NOTES. 10' 10' 8d NAILS 6"O.C. 3' 7' HOLE IN HINGE WITH A 10' 12'-16' 8d NAILS @ 4"O.C. 3' 7' #8 x 2-1/4"SQUARE 1.NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE 10' 18'-22' Sd NAILS 3"O.C. DRIVE WOOD SCREW. WITH FOIL BACKER. -0" 10' 10' dNAILS —DOOR THRESHOLD 2.NO SINGLE OPENING GREATER THAN 8' 6 6' 3.'6'WIDE X 6'-9', '8'WIDE X 8'-12','10'WIDE X 10'-15'LENGTH 10' 12'-14' 8d NAILS 4"O.0� 4' 6' BUILDINGS ARE BASED ON 3-SIDED DIAPHRAGM.THE END WALL 10' 16-18' 8d NAILS @ 3"O.C. 4' 6' OPPOSITE OF THE WALL WITH OPENINGS MUST BE FULLY 10' 10' 8d NAILS 4"O.C. 61 4' DOUBLE DOOR ASSEMBLY HINGE ASSEMBLY SHEATHED WITH NO OPENINGS. 10' 12' 8d NAILS 3"O.C. 6' 4' O SIDE VIEW 3 FRONT VIEW 4.USE COMMON OR GALVANIZED BOX NAILS 12' 12' 4' 8' 5.FIELD NAILING FOR 3/8"SMARTSIDE:8d @ 6"O C. 6.ON THESE BUILDINGS 6'X 10'-18'THE 3' OOR IN THE END 12' 14'-18' 4' 8' DOORS: WALL WILL NEED TO BE OFF SET THERE WILL BE A 2'PANEL ON 12' 20'-24' 4' 8' ONE SIDE AND A 1'PANEL ON THE OTHER SIDE OF THE DOOR 1 -14' 6' STANDARD DOOR CONSTRUCTION FOR TUFF SHED DOORS 7.(BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED ON 12' 16'-18' 6 6' UP TO 48"x 80 1/4"ON SINGLE HUNG DOORS AND 96"x 80 1/4" BOTH SIDES. ON DOUBLE DOORS EXCEED ALL LOAD REQUIREMENTS FOR 12 12 8 4 THE LOAD CRITERIA ON SHEET 1. Orderh I 1 5 G, P O.# THESE DRAWINGS AND THE TITLE DRAVVNG NO. TUFF 5 H E D s L 1P�n Y DESIGN ARE THE PROPERTY TL�F SHED,INC. \\ I IIII/J/ Customer: olneth Drawn B PK OF TUFF SHED,INC. THESE ENGINEERING DEPARTMIId'f ��� � 7j// FL-PR-SR-TR-01 DRAWINGS ARE FORA \� I �ry S./���i� DOOR DETAILS Date: 8/15/16 BUILDING TO BE SUPPLIED F.'S NAILING REQUIREMENTS Storage Buildings 8c Garages RICHARD J.WILIS,P.E. REV,LEVEL 01 Site Address: / /, AND BUILT BY TUFF SHED. - TUFF SHED,MFG.FACILITIES [ C-}., Checked B . ANY OTHER USE IS RWILLSQTUFFSHED.COM _ :- ° 768,35 c SHEET I7�L [=L FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET = — FBC,8th EDITION(2017) Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 %* Building Sfze:�°".� .".� ..b v IDU Scale: N.T.S. RECORD. (303)753-8833 EXT.96315 9�: �s. e F 185C PAGE 2 OF 4 RN EN ��`� #12-14 X 3"HEX HEAD— –� I TRIM SELF-DRILLING SCREWS 1 1. STEEL SHED FOUNDATION: SIDING AUGER ANCHOR COMPONENTS BY OLIVER TECHNOLOGIES 600T125-054-16 GAUGE STEEL TRACKS G140 ZINC COATED 2X4X2' . PART NUMBERS: 3/4"APA OR TECO RATED 600S137-054-16 GAUGE STEEL JOISTS G140 ZINC COATED BLOCK OT3644GPMP-5/8"X 36"(36"IMBED)GALVANIZED AUGER T&G FLOOR DECKING. @ 24"O.C. ATTACH BRACKET TO OTI7SWB-SIDEWALL BRACKET FOR USE WITH THRU BOLTS 2X6 STEEL JOISTS (SUPPLIER:ALLIED STUDCO(JOIST:60OS137-054/TRACK: STUD THRU HOLE IN REPORT NO.LO-FJ90129-A I@ 24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR- 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR z 399 x 4•CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS #10 X 3/4"PAN-----.z III DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B HEAD SELF-DRILLING 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING a WORKING LOAD FOR ANCHOR SYSTEM IS 3,150 LBS SCREWS(2 PER TAB) #8 x 1-5/8"ZINC PLATED SCREWS @ 12"O.C. CORNER STUD WITH THE MAXIMUM LOAD OF 5,080 LBS VENT HOLES @ 24"OC. NO BLOCKING REQUIRED. ALL EDGES SHALL LIE ON FLOOR OPTIONAL LEVELING BLOCKS JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS F7 AUGER ANCHORS 2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD WIDTH LENGTH #OF ANCHORS i SCREWS.REFERENCE SPACING CHART. 29w 6' 6'-18' 4 ANCHORS BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS o 8' 8'-24' 4 ANCHORS WIDTHI SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS In 10' 10'-24' 4 ANCHORS TAT 8"O.C. AS SHOWN. STUD 12' 12'-18' 4 ANCHORS 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL 12' 20'-24' 6 ANCHORS BUILDING: SIDING SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". 4-ANCHORS PROVIDE( EA. TRIM CORNER OF THE BUILDING. BLOCKS UNDER JOISTS SPACED Q 8'-(r O.C.MAXIMUM. C ANCHORS PROVIDE 1 AT AND STEEL SHED BASE DETAIL ENO WALL 1 ,,,, BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM. � CORNER OF THE BUILDING AND r` (1)AT CENTER OF EA.SIDE WAIL. ANCHOR BRACKET TO BE FLUSH WITH KWIK BOLT ANCHORtsO AUGER ANCHOR DETAIL EDGE OF TRIM (INTO CONCRETE ^E"T• SIDING E:DETAIL 3 SHEET 3 UNHEATED SPACE STUD WIDTH I LENGTH JOTY TRIM 6' 6'-10' 6 ANCHOR BOLT& CONTINUOUS FOOTING NOTES 6 12'-18' 8 P.T.SILL PLATE 1. TOP OF SLAB TO BE 8'MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL 3/8"NYLON B. 8•-14• 6 PER NOTES BELOW BE WWF BXeWIAXW1.4.LOCATE ATMOD-DEPTH OFSLAB, 3/$"CARRIAGE LOCK NUT $' 16-20' $ SLAB REINFORCEMENT SHALL BE FIBERMESH 150 OR BLENDED BOLT(GRADE 2) 8' 22'-24' 10 #4 CONTINUOUS FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY Z BASEPLATE 10' 10'-14' 6a% 1�4• TOP&BOTTOM THROUGH CONCRETE W/MIN.1 POUND PER CUBIC YARD OF CONCRETE. 2, ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING FLOOR PLY 10 16-20 $ v FINISH CONCRETE FLOOR BEFORE POURING CONCRETE. OT17$WB O 10' 22'-24' 10 GRApE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL, _�R_ 12' 12'-14' 6 OR PROPERLY COMPACTED STRUCTURAL FILL ALLOWABLE SOIL BEARING PRESSURE IS 1000 PSF AT 17 BELOW GRADE. 0T24$WB 12' 16'-1$' 8 Z ___ ____�___ `v 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,fc=2500 PSI. 12' m • 5 REINFORCING STEEL:A615,GRADE 40 OR GRADE 80,ALL REINFORCING 6" O STEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR 12' 2 24'0'-22' 1 D 12 } DIAMETERS OR 24'MINIMUM,WHICHEVER IS LARGER. 1/2"HILT(KWIK BOLT TZ ? 8. SEISMIC DESIGN CATEGORY:A NOTES: A. ATTACH PRESSURE TREATED SOLE PLATE 70 THE FOOTING USING STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS S g 1/7 DIA X e'LONG SIMPSON TITEN HD ANCHOR WTH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST S INTO THE EMBEDMENT DEPTH=21/4" STEEL SHED R INFORCEMENT CONCRE7EAND SHALL BESPACED NOT MORE THAN FOC. 2.PROVIDE(1)ANCHOR AT EA.CORNER 3"C.LR. C. THERE SHALL BE A MINIMUM OF 2 BOLTS PER SOLE PLATE PIECE MIN.EDGE DISTANCE=8" BASE OF THE BUILDDING.THE REMAINING _j a P R NOTES BELOW ANCHOR SPACING:RE:KWIK 4"CONCRETE ANCHORS EQUALLY SPACED ALONG THE v TYP. WITH 1 BOLT LOCATED NOT MORE THAN 17 NOR LESS THAN 7 BOLT BOLT ANCHORS TABLE,SHEET 3 PAD(MIN) LENGTH OF THE BUILDING.(1/2 THE h 8" DIAMETERS FROM EACH ENO OF EACH PIECE. REMAINING ANCHORS ON EA.LENGTH ICKENED SLAB SIDE EQUALLY SPACED). MI . SIDEWALL BRACKET DETAIL 3 , p" CONCRETE FOUNDA I N E IL T. ® Order#. I a I 13 CJI�/C-I P.O.# THESE DRAWINGS AND THE /// TmE DRAlIYr10 NO TUFF SHED rl�' DESIGN ARE THE PROPERTY TUFF SHED,INC. //// CUStOIRef: pnnC4h Pro Drawn By: PK OF TUFF SHED,INC.THESE ENOII4E>iRIIQG Dl'3PARTMffiVT � •• •��( �/ice FL-PR-SR-TR-01 /� DRAWINGS ARE FORA `�� 1 SF•�s ��� DETAILS Storage Buildings BN;Garages Date: 8/15/16 BUILDING TO BE SUPPLIED RICHARD J.gfIIIS�PJL Si a Add B: REV.LEVEL 01 AND BUILT BY TUFF SHED. No.76835 TUFF SHED,MFG.FACILITIES � � �p 1LWIIJ:S@TUFFSIIED.COM �� FYnd Ta �rl'. Checked By: ANY OTHER USE IS =*: FORBIDDEN BY BOTH TUFF 1777 S.HARRISON ST'RSST = t. * FBC,SCI EDITION 2017 SHEET 3 SSL. FL4F83 ( ) Building Size:---FI— Date' SHED AND THE ENGINEER OF DI;rI;M COLORADO 80210 Scale: N.T.S. RECORD (303)753-8833ET.96315 �:% FTA OF INC PAGE 3OF4 ���/i//',S�ONALIENG����� O 3X4 20 PLATES 3X4 20 GA PLATES '- 3'-0" 1 EACH SIDE 1 EACH SIDE 3;1�/6" n V-0" 5'3 1/16° 6'SPAN B'SPAN REACTIONS: REACTIONS: 12 12 MAX.VERTICAL:205 LBS. MAX.VERTICAL:255 LBS. Q+ Q+ MAX.UPLIFT:-190 LBS. MAX.UPLIFT:-225 LBS. 16.0° NOTE: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS ro 6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER , 10-0" N � TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. N __- 10'SPAN 12'SPAN • _ X4 ES REACTIONS: REACTIONS: 3X4 20 PLATES _ -- 1 EACH SIDE MAX.VERTICAL:510 LBS. MAX.VERTICAL:830 LBS. 1 EACH SIDE — 6'O" MAX.UPLIFT:-280 LBS. MAX.UPLIFT:-340 LBS. ? 4'-0" 6.311/16' NOTE: NOTE: 4? Z. +� TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS 12 D+ UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER Q+ TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. 3X6 20 GA PLATES m 1 EACH SIDE 6'0" MAXIMUM DEFLECTION(12 FT.SPAN) N `•' VERT LL:0.06 in. 12'-0" VERT TL:0.08 in. DESIGN LOADS: TOP CHORD LIVE LOAD=20 PSF TOP CHORD DEAD LOAD=10 PSF COLLAR TIE DEAD LOAD=5 PSF NOTES: FBC,5th EDITION(2014) ANSI/TPI 1-2007 TRUSSES TO BE SPACED @ 24"OC MATERIAL TO BE 2X4 SPRUCE PINE FIR GRADE#2 OR BETTER PLATES ARE TO BE PRESSED IN THE WOOD PER TPI. REP MEMBER INCREASE:YES LUMBER D.O.L.:1.25 WIND: ASCE 7-10,165 mph,Exposure C,D.O.L=1.80 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS AR D SO I ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE SCSI. Order#. 3 P.G.# THEDESIGN ARE THE PROPERTY \\ ////// 7nu MAVMG NO. TUFF SHED i TU"SHD'INC. CUSIOmer. �t1r1BF)i f'ypir-arm Drawn By:PK OF TUFF SHED.INC. THESE ENODYSBRIIQODBPARTM@1T \�� .•'� a w�� �i�i FL-PR-SR-TR-01 DRAWINGS ARE FOR A �c•..f1�� TRUSS DETAILS Date: 8/15/16 BUILDING TO BE SUPPLIED Stomp Buildings&Gam9cs S'te Add�9aa RICHARD J.WH LS,P.B. N.76 REV.LEVEL 01 TUFF SHED,MFG.FACILITIES JD BUILT BY TUFF SHED. RWIf L3(�•I•UFPSII®COM 63S t fCNt Cr,C . Checked By: ANY OTHER USE IS _ $ FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET 7f i F9C.BCI EDITION(2017) SW-ET 4 Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 BUIIdInQ e:nmTM-uw1"-rewn-a.n.iwu RECORD (303)753-8833 EXT.%315 9'•, S Te of N /po Scale: N.T.S. Off.• 1860 PAGE 4 OF 4