Loading...
HomeMy WebLinkAboutProduct Approval (4) Florida Building Code Online Pagel of 3 r qq Oft-, SCIS Home ( Log In User Registration i Hot Topics Submit Surcharge Stats&Facts Publications Contact Us I BaS Site Map Links , Search i Product Approval a{ }USER:Public User Product Aporayal Menu>product or Application Search>Application Us t>Application Detail' 77, t t FL# FL22202-R3 Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments public comment:Door frame jamb and header size,joint is not clear.How the frame is attached to substrate is not clear.11/08/18 Archived 0 Product Manufacturer Tuff Shed,Inc. Address/Phone/Email 1777 South Harrison Street Suite 600 Denver,CO 80210 (303)474-5567 bgrirnes@tuffshed.corn Authorized Signature Tom Saurey bgrimes@tuffshed.com Tc-ciinicai Representative Pa'trick Address/Phone/Email 1777 S Harrison Street Denver,CO 80210 (303)753-8833 Ext 5617 pkessler@tuffshed.com Quality Assurance.Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By Window and Door Manufacturers Association Referenced Standard and Year(of Standard) Standard Year ASTM E330 2014 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/20/2018 Date Validated 09/24/2018 Mips:!/www.floridabuilding,org/pr/pr appdtl.aspx?param=wGEVXQwtDquYPIHVa8bq... 6/12/2019 Florida Building Code Online Page 2 of 3 h Date Pending FBC Approval Date Approved 10/02/2018 Summary of Products FL# Model,Number or Name Description 22202.1 Side-hinged Wood Shed Door Side-hinged Wood Shed Door(Outswing-Double Door) (Outswing-Double Door) Maximum Size 80.25'wide by 84"high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL2.2202_R3_C CAC ,_TUFF456CCL .Ddf Approved for use outside HVHZ;Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 06/14/2028 Design Pressure:+42/-42 Installation Instructions Other:Structural only f PCF Verified By:Window and Door Manufacturer Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.2 Side-hinged Wood Shed Door Side-hinged Wood Shed Door(Outswing-Double Door) (Outswing Double Door)HVHZ HVHZ Maximum Size 80.25'wide by 84"high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22202 R3 C CAC TUFF456CCL.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 06/14/2028 Design Pressure:+54/-54 Installation Instructions Other:Structural only FL22202 R3 II AP-FL-PGEN-03(Double Door- HVHZ).Ddf Verified By:Window and Door Manufacturer Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.3 Side-hinged Wood Shed Door Side-hinged Wood Shed Door(Outswing-Single Door) (Outswing Single Door) Maximum Size 56"wide by 83.75'high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22202 R3 C CAC TUFF456CCL.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 06/14/2028 Design Pressure:+42/-42 Installation Instructions Other:Structural only FL22202 R3 II AP-FL-PGEN-02(SInole Door).odf Verified By:Window and Door Manufacturer Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 22202.4 Side-hinged Wood Shed Door Side-hinged Wood Shed Door(Outswing-Single Door)HVHZ (Outswing Single Door)HVHZ Maximum Size 56"wide by 83.75"high Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL22202 R3 C CAC TUFF456CCL.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:N/A 06/14/2028 Design Pressure:+54/-54 Installation Instructions Other:Structural only FL22202 R3 II AP-FL-PGEN-02(SIngle Door-HVHZ).Ddf Verified By:Window and Door Manufacturer Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Next Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrioht 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: Credit Care. Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquYPIHVa8bq... 6/12/2019 i1 ASSEMBLY INSTRUCTIONS:, PARTS LIST ITEM PARTNUMBERI DESCRIPTION VENDOR NOTE:INSTRUCTION#1 THROUGH#4 ARE TO BE 17/16"APA ENGINEERED WOOD SHEATHING "APA APPROVED" PERFORMED IN FACTORY. INSTRUCTION#5 IS TO BE i' 2 — STEEL DOOR FRAME:1-1/2"STEEL DOOR FRAME QUAIL RUN PERFORMED ON JOB SITE. SEE DETAIL'A' 3 — #8 x 1 1/2"WOOD SCREW SOUTHERN CARLSON 1. ATTACH ITEM 1(7/18"ENGINEERED WOOD SHEATHING) FOR INSIDE VIEW '� .r; 4 — 318"SMARTSIDE ENGINEERED WOOD SIDING LOUISIANA PACIFIC TO ITEM 2(STEEL DOOR FRAME-1-112"CHANNEL)WITH OF ASSEMBLY 5 — DOOR TRIM LOUISIANA PACIFIC ITEM 3(#8 x 1-1/2"SCREWS)@ 6"O.C.AND(2)SCREWS 3 4 6 — NAIL SOUTHERN CARLSON AT EACH END OF EVERY STEEL CHANNEL AS SHOWN 7 390209 TUFF SHED"L"HANDLE ASSEMBLY SIERRA PACIFIC IN DETAIL'B'. 8 — #8 x 2-1/4"SQUARE DRIVE WOOD SCREW GMS 2. ATTACH ITEM 4(3!8°SMARTSIDE EXTERIOR6 /' 9 HTH6099 TUFF SHED HINGE SIERRA PACIFIC ENGINEERED WOOD SHEATHING)TO ITEM 2(STEEL DOOR FRAME-1-1/2"CHANNEL)WITH ITEM 3(#8 x 1-1/2 SCREWS)@ 6"O.C.AND(2)SCREWS AT EACH END OF EVERY STEEL CHANNEL AS SHOWN IN DETAIL'S'. 3. ATTACH ITEM 5(DOOR TRIM)TO ITEM 4(3/8" SMARTSIDE EXTERIOR ENGINEERED WOOD SHEATHING)WITH EXTERIOR GRADE CONSTRUCTION 8 ADHESIVE AND ITEM 6(NAILS)@ 6"O.C.AND(2)NAILS . i AT EACH END OF EVERY TRIM PIECE AS SHOWN. /• / DOOR HANDLE AND STRIKE 4PLATE ATTACHMENT J J SIERRA PACIFIC PART#390209 . ATTACH ITEM 15(HINGES)TO DOORASSEMBLY WITH ITEM 8(#8 X 2-1/4°SQ DRIVE WOOD SCREWS)AT i .✓_ LOCATIONS SHOWN ON SHEET 4. (3)SCREWS PER INSTALL DOOR HANDLE USING#8 x TACH HINGE. �.; �• / SQUARE DRIVE WOOD SCREWS,ATTACH /' O SINGLE DOOR ASSEMBLY STRIKE PLATE WITH(2)#8 x 2'SQUARE 3 OP VIEW DRIVE WOOD SCREWS.SCREWS TO BE 5. INSTALL OUTSIDE HANDLE(COMPONENT OF ITEM#7) 2 1 T E,.w.-,•E LOCATED AS SHOWN. TO THE DOOR ASSEMBLY WITH(2)ITEM 8(#8 x 2-1/4 2 SQUARE DRIVE SCREWS). INSTALL CAB LATCH (COMPONENT OF ITEM#7)TO THE DOOR ASSEMBLY WITH(4)#8 x 2-1/4 SQUARE DRIVE SCREWS.ATTACH 5 3 3 INSIDE HANDLE(COMPONENT OF ITEM#7)AND SECURE WITH WASHER AND NYLOC ON HANDLE ' SHAFT(COMPONENTS OF ITEM#7). SEE DETAIL W. DETAIL'B' HINGE ATTACHMENT T SIERRA FALANL; 1 FXPI OD n nnOR ASRFMRI Y%' m J' ® 1�/� (3KTUFF SHED HINGES Dire J P R DOOR.ATTACH EACH HINGE WITH(7) #8 x 2-1/4°SQUARE DRIVE WOOD p INSIDE / BELOCATED AS HINGES TO p HANDLE CAB LATCH SHOWN. INYLOC #8 x 2-1/4"SQUARE PARTIAL INSIDE VIEW PARTIAL END VIEW PARTIAL OUTSIDE VIEW n " " WASHER DRIVE SCREWS 4 HINGE ASSEMBLY DETAIL TLIFF SHED L HANDLE DETAIL'A' FRONT VIEW — HANDLE HANDLE DETAIL ASSEMBLY a �•1P ecus:Is atEwAAvumcvARrAvomu DRAWINGS BY: TUFF SHED Order#. PO# THESE DRAWINGS AND THE TITLE DRAVIIING NO. DESIGN ARE THE PROPERTY Tl TF____ 1?17y INC Customer. Drawn By: PK OF TUFF SHED.INC.THESE AP-FL-PGEN-02 DRAWINGS ARE FOR A 4'(4067)DOOR ASSEMBLY Storage Buildings&Garages Date: 5/24/18 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT REV.LEVEL 01 TUFF SHED,INC. Site Address: AND BUILT BY TUFF SHED. 1777 S.HARRISON STREET AND INSTALLATION Checked By; { 4 Report a: Issoz.oz-aso-le Y ANY OTHER USE IS I�1tC'r!tC'�C Date: 08/14/36 DENVER,COLORADO 80210 SHEET FORBIDDEN BY TUFF SHED (303)753-TUFF Date: "°'"�`� Verified h: �--�l_.(. BUIIdfOg SlZe:wm x-gym H•Hwrt•en Fr.ARFa INC&THE ENGINEEROF Y - - TUFF SHED INC.ASSUOESAL RESPONS®RRY FOR Scale: N.T.S. RECORD. THECONTENTOF THESE DRAWINGSAND THE SHEET 1 OF 3 CCNSiRUCTON OF THE SU...SHORN HEREW. 7 PARTS LIST ITEM PART NUMBER DESCRIPTION VENDOR 48 112 OPENING 10 P47 4067 TUFF SHED DOOR TUFF SHED x114 11 — STEEL BASE QUAIL RUN + 12 STRUCTURAL WALL PANEL ASSEMBLY TUFF SHED 13 314"APA FLOOR DECKING "APA APPROVED" 1/4 15 14 — DOOR TRIM-VERTICAL LOUISIANA PACIFIC E17 DOOR TRIM-HORIZONTAL LOUISIANA PACIFIC 3611/16 — STRIKE PLATE SIERRA PACIFIC NOT USED 12 TRIMMER STUD MARKET LUMBER #8 x 2-1/4"SQUARE DRIVE WOOD SCREW GMS 79 DOOR STRIKE DOUBLE TOP PLATE PLATE OPTIONAL HEIGHT CONFIGURATION 3611116 �J 18 HEADER 39 1/2 DOUBLE TOP PLATE 16 13 'l 14 48 DOOR J 19 cJ PARTIAL FRONT VIEW 31/1 61 Oscua:in �w• INSTALLATION INSTRUCTIONS: 1 1. ATTACH COMPLETE DOOR ASSEMBLY WITH HINGES TO WALL PANEL ASSEMBLY = _ CRIPPLES 1 WITH ITEM 19(#8 X 2-1/4"SQ DRIVE WOOD SCREWS)AT LOCATIONS SHOWN. (4) SCREWS PER HINGE. 2. ATTACH ITEM 16(STRIKE PLATE)TO ITEM 18(TRIMMER STUD)WITH(2)ITEM 19(#8 X 2-114"SQ DRIVE WOOD SCREWS)AT LOCATION SHOWN. HEADER 10 11 E1 19 PARTIAL© OUTSIDE VIEW DED O OASSEMBLY OUTSIDE VIEW BLY ® INSIDE VIEW Se-•c,tR•1'd eGIE.tl1••d SCKE:12••1'd Order#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO. TUFF 5�{E D DESIGN ARE THE PROPERTY TUFF SHED,INC. AP-FL-PGEN-02 Customer: Drawn By:PK OF TUFF SHED,INC.THESE DRAWINGS ARE FORA 4'(4067)DOOR ASSEMBLY Storage Buildings&Garages Date: 5/24/18 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT AND INSTALLATION REV.LEVEL 01 Site Address: AND BUILT BY TUFF SHED. 1777 S.HARRISON STREET TUFF SHED,INC. Checked B : D.te: : IssOz./W18-1B Y ANY OTHER USE IS DENVER,'COLORADO 80210 SHEET FORBIDDEN BY TUFF SHED U�ItC�CtC�K Oate: 08/14/18 BuildingSize:wmTH-G>aDTH-HEIGBf-SC.FLA Data: INC 8 THE ENGINEER OF Vedfed hy: < (301)753-TUFF -1"— TUFF SHED WC.ASSUNE:SALL RESPONSIBLLITY FOR Scale: N.T.S. RECORD. THECONTEOPMESEDMV61NGSANOTHE SHEET 2 OF 3 CONTNMUCTION OF THE BULLDWGS SHOWN HEREIN. 1 —(65/16) p �cl��(31/2)� (1 1/2) o0 m o — ®o o 0 OO M OTUFF SHED HINGE 5 15 16 DOOR TRIM 1� STRIKE PLATE- VENDOR:SIERRA PACIFIC VENDOR:LOUISIANA PACIFIC VENDOR:SIERRA PACIFIC BG"E''•''°' PART-#HTH6099 .^•_,r.''a ewe:r=rvm (2 9/16) �(5 5l8) G G m ® (1 1l2) VARIES BASED ON DOOR WIDTH m a ® �� CO � OTUFF SHED"L"HANDLE STEEL DOOR EL VENDOR:SIERRA PACIFIC O VENDOR:QUAIL RUN ® VENDOR: SIDINGSIDE PANEL LOUISIANA PACIFIC ` PART#390209 —w— awe:r.— FL APPROVAL#9190.6 ` (31/2)1 I I (31/2) VARIES BASED ON DOOR WIDTH 7/16"OSB SPACER O7/16"APA ENGINEERED WOOD PANEL 042 X LUMBER HEADER19_ 3 TOP&BOTTOM PLATES,STUDS VENDOR:"APA APPROVED" VENDOR:TUFF SHED VENDOR:MARKET LUMBER ewer.,w ter•+e tI—1'8' MINIMUM 2X4 SPF#2 Order#. PO# THESE DRAWINGS AND THE DRAWINGS BY: TITLE DRAWING NO. TUFF SHED DESIGN ARE THE PROPERTY Tl TFF SHF.D,S Customer. Drawn By: PK OF TUFF SHED,INC.THESE AP-FL-PGEN-02 DRAWINGS ARE FORA 4'(4068)DOOR ASSEMBLY Storage Buildings&Garages Date: 5/23/18 BUILDING TO BE SUPPLIED IN HOUSE DRAFTING DEPARTMENT AND INSTALLATION TUFF SHED,INC. Site Address: AND BUILT BY TUFF SHED. 1777 S.HARRISON STREET REV.LEVEL 01 Checked B RePonu: sso8/14/so-1a 3 By: ANY OTHER USE IS DENVER,COLORADO 80210 SHEET FORBIDDEN BY TUFF SHED ®,,, Date: 08/14/18 COMPONENT DETAILS Data: Verifiedh: 2-11_ (303) ESALTUFF Building SlZB:wmrH-Ieuwx•I"uirt-Ba Ff.AaEA INC&THE ENGINEER OF Y --�--- TUFF SHED INC.ASSUMES ALL RESPONSIBILITY FOR Scale: N.T.S. RECORD. TIECONTENTOFTHESE DRAWINGSANDTNE SHEET 3 OF 3 CONSTROCTION OF THE BUBOINOS SHOWN HEREIN. NOTES: UNINHABITED UTILITY SHED UP TO 12' WIDE x UP TO 24' LONG 1. BUILDING CODE: FLORIDA BUILDINGS ARE NOT FOR H GH VELOCITY HURRICANE ZONES) SRV 00, TR700, PR (HVHZ) 2. DESIGN LOADING: OVERHANG OPTIONS REFER TO THE TRUSS DESIGN FOR WIND SPEED: V„I,=155 LUMBER S1ZE!TRUSS SP IN A D'PGTE SIZE TOE NAIL WITH(3) Vasd=120 P led NAILS,(2)ONE EXPOSURE: C ;COLLAR TIE REQUIRED ONLY AT SIDE,(1)OTHER ROOF LIVE LOAD:20 PSF 12'WIDE SHEDS,SEE TRUSS CALCULATIONS SIDE ROOF DEAD LOAD:10 PSF RAFTER FLOOR LIVE LOAD: MIN.50 PSF(SEE NOTE 5,DETAIL 1,SHEET 3) RISK CATEGORY:1 _Q q COMPONENT AND CLADDING: ROOF: 29 PSF(ZONE 1) FLORIDA APPROVED OWENS WIND PRESSURE(pst)(ASD VALUES) 50 PSF(ZONE 2) CORNING OAKRIDGE 30 YEAR (BASED ON 10 SO FT) 74 PSF(ZONE 3) SHINGLES-FL10674-R10 WALL: 34 PSF(ZONE 4) 42 PSF(ZONE 5)_ SIMPSON H2.5A PLATE ON SEE THE TRUSS INSIDE AT EACH RAFTER CONNECTION `Q 2 DETAIL-DETAIL 2 WALL TOP PLATES m FLORIDA BUILDING APPROVAL NUMBERS-- ¢ WALL FRAMING TO BE 1.WINDOWS BY TAFCO CORP- FLORIDA BUILDING APPROVAL 2x4 SPF#2 OR BETTER SIDING #FL20743.1. SEE SHEET 3 FOR STEEL FLOOR WITH @ 16"O.C. 2.WINDOWS BY SILVER LINE BUILDING PRODUCTS CORP-FLORIDA ANCHOR DETAIL OR FOUNDATION DETAIL STUD$ BUILDING APPROVAL FL14911.5. IF BUILDING IS LOCATED 3.LP SMARTSIDE SIDING-FLORIDA BUILDING APPROVAL#FL9190.6. INA FLOOD ZONE THEN 4.ROOF UNDERLAYMENT BY WOODLAND INDUSTRIES INC.- � UP TO 12'WIDE FLOOD VENTS AND PRESSURE FLORIDA BUILDING APPROVAL#FL17206.1. fO ITREATED STUDS ARE REQUIRED- TRUSS TO WALL 5.ROOF UNDERLAYMENT BY GAF-FLORIDA PRODUCT APPROVAL ONE SQ INCH VENT 2 CONNECTION DETAIL #FL18686.1 BUILDING SECTION FOR EVERY ONE SQ FT swe NFILE COP".).r.s. 6.SHINGLES BY OWENS CORNING- FLORIDA BUILDING APPROVAL 1 "°"E"Ta OF BUILDING #FL10674.1. ,\ 7.SHINGLES BY GAF-FLORIDA PRODUCT APPROVAL#FL10124.1 " 8.INNOVATIONS MANUFACTURING,INC.TRANSOM WINDOWS- FLORIDA BUILDING APPROVAL#FL17667.1. RECEIVED DOUBLE TOP PLATE KING STUD CRIPPLE STUD 9.FLOOD SOLUTIONS,LLC FLOOD VENTS(IF REQ'D)- CRIPPLES(IF REQ.) rH OUBLE TOP PLATE FLORIDA BUILDING APPROVAL#FL17588.1. JUN 2 0 2019 Ilk 10.OX PAPERBOARD MICHIGAN,LLC THERMO-PLY SHEATHING- RIPPLES(IF REQ.) FLORIDA BUILDING APPROVAL#FL16391.1. HEADERS FOR 11.TUFF SHED,INC DOORS-FLORIDA BUILDING APPROVAL sT_6urlu County,Permitting OPENINGS 2X UP F#4'-0" EADERS FOR -- USE(2)2x4 SPF#2OPENINGS UP TO 4'-0" #FL22202.1,#FL22202.2,#FL22202.3,#FL22202.4 USE(2)2x4 SPF#2 OPENINGS 4'-1"TO 6'-0" USE(2)2x6 SPF#2 HEADER NAILING: OPENINGS 6'-1"#2 8'-0" HEADER TO STUD- 4-16d END NAIL DOUBLED HEADER 2x4 WINDOW SILLUSE(2)2x8 SPF#2 -16d @ 16"STAGGERED FACE NAIL FLOOR DECKINGRI STUD TRIMMER STUD RIMMER HEADERS FOR:BASE PLATE OPENINGS UP TO 6'-0"USE(2 2x4 SPF#2 NAILING: ASE P OPENINGS VA"TO 8'-0"USE(2)2X6 SPF#2 REFER TO SHEET 2 FOR WALL AND ROOF SHEATHING NAILING. KING STUD BE! OK G FOR OPENINGSO REFER TO THE DOOR DETAIL(SHEET 2)FOR MAX WALL HEIGHT FOR EACH SHED: FOR WINDOW OPENINGS UP TO 4'-0" THE DOOR DESIGN SR600-5'-81/4"(661/4") WINDOW HEADER DETAIL DOOR HE AIL HEADER DETAIL FOR TR700-6'-8 1/4"(80 1/4") - FOR SIDE WALLS 3B FOR SIDE WALL,' 4 END WALLS PR-6'-8 1/4"(80 1/4") seuF,.1. "a,=.N.T. Ewa:N.T.e. TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE p //// TITLE DRAWING N0. DESIGN ARE THE PROPERTY TUFF SHED,INC. \ N � Customer: Drawn By: PK OF TUFF SHED.INC.THESE ENGINEERING DEPARTMENT `�� sF.ls�i� FL-PR-SR-TR-01 DRAWINGS ARE FOR A BUILDING SECTIONS Storage Buildings&Garages Date: 3/12/19 BUILDING TO BE SUPPLIED RICHARD].WILLS,P.E. ? !'OV N 8835 s HEADER FRAMING DETAILS REV.LEVEL 01 Site Address: AND BUILT BY TUFF SHED. TUFF SHED,MFG.FACILITIES 7Q' •.7Q' Checked By: ANY OTHER USE IS SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,6th EDITION(2017) Building Size:wm axcTN.Nai"NT.so.T.rxu Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 °' TTE o' RECORD (303)753-8833 EXT.96315 �0,�•. ,•QQ 155C Scale: N.T.S. �i� �( •.� R I O P;f�� \1 PAGE 1 OF]4:j L � 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 BEING WALL WALL OPENING COMBINED BEING WALL WALL COMB. COMBINED USED WIDTH LENGTH EDGE NAILING (NOTE 2) SHEAR WALL USED WIDTH LENGTH EDGE NAILING OPENING SHEAR WALL NO OPENINGS ALONG THE WALL NO OPENINGS ALONG THE WALL 6' 6'-18' 8d NAILS @ 6"O.C. 0' 6'-18' •6' 6' 8d NAILS @ 3"O.C. SEE NOTE 3 8' 8'-24' Bd NAILS @ 6"O.C. 0' 8'-24' '6' 8'-9' 8d NAILS @ 3"O.C.(BS) SEE NOTE 3 10' 10'-24' 8d NAILS @ 6"O.C. 0' 10'-24' 6' 10'-14' 8d NAILS @ 3"O.C. 0' 6' 12' 12'-24' 8d NAILS @ 6"O.C. 0' 12'-24' 6' 16'-18' 8d NAILS @ 4"O.C.(BS) 0' 6' •MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT 8' 8'-12' 8d NAILS @ 6"O.C. 0' 8' 6' 6'-18' 8d NAILS 6"O.C. UP TO 12' 4' 8' 14'-18' 8d NAILS @ 4"O.C. 0' 8' 8' 8'-24' 8d NAILS 6"O.C. UP TO 12' 6' 8' 20'-22' 8d NAILS @ 3"O.C. 0' 8' B. 8'-24' 8d NAILS 02 4"O.C. UP TO 12' 4' 8' 24' 8d NAILS @ 4"O.C.(BS) 0' 8' 10' 10'-24, 8d NAILS @ 6"O.C. UP TO 12' 7' 10' 10'-14' 8d NAILS @ 6"O.C. 0' 10' 10' '-24' 8d NAILS 4"O.C. UP TO 12' 5' 10' g'204'..' 8d NAILS @ 4"O.C. 0' 10' 12' 12'-24' 8d AILS 6"O.C. UP TO 12' 9' 10' 8d NAILS @ 3"O.C. 0' 10' 12' 12'-24' 8d NAILS 4"O.C. UP TO 12' 6' 12' 12'-24' 8d NAILS 3"O.C. UP TO 12' 5' 12' 8d NAILS @ 6"O.C. 0' 12' 12' 8d NAILS @ 4"O.C. 0' 12' ROOF SHEATHING(7116"OSB) ■MIN 2'-0"RTN WALLS ON EACH END OF WALL- -MIN 2'-0"WALL SEGMENT WIDTH ILENGTHI FIELD NAILING EDGE NAILING 8d NAILS @ 6"O.C. 3' rp 6' 6'-18' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C. 8 8' 8'24' 8dNAILS @12"O.08d NAILS @ 4"O.C. 8' Bd NAILS 4"O.C. 3' 5.10' 10'-24' ed NAILS @ 12"O.0 8 NAILS @ 4'O.C. 8' 12'- ' 8d NAILS 3" .C. 3' 12' 12'-24' 8d NAILS @ 12"O.0 8d NAILS @ 4"O.C. 8 16'-24' 8 S @ 3"O.C. B ) 3'8' 8' 8d NAILS 4"O.C. 4'NOTES: 8' 10' 8d NAILS 3"O.C. 4'1.USE 8d COMMON OR GALVANIZED BOX NAILS. 8' 12'-22' 6 3 .C. 4' 10' 10' 8d NAILS 6"O.C. 3' 7' 10' 12'-14' 8d NAILS 4"O.C. 3' 7' 10' 16'-18' Bd NAILS @ 3"O.C. 3' 7' TABLE NOTES: 10' 20'-24' 8d NAILS 4"0 BS 3' 7' 1.NAILING IS FOR 3/8"SMARTSIDE PANEL OR 3/8"SMARTSIDE 10' 10'-12' 8 4 6' WITH FOIL BACKER. 10' 14'-16' 8d NAILS 3"O.C. 4' 6' 2.NO SINGLE OPENING GREATER THAN 8'-0" 10' 1 B'-24' 8d NAILS 4"O.C.@SL 4' 6' 3.•6'WIDE X 6'-9'LENGTH BUILDINGS ARE BASED ON 3-SIDED 10' 10' 8d NAILS 0.3"O.C. DIAPHRAGM.THE END WALL OPPOSITE OF THE OPENING MUST10' 12'-22' Bd NAILS @ 3"O.C. BS 6' 4' BE FULLY SHEATHED,IN THE 3-SIDED DIAPHRAGM CASES. THE 12' 12'-16' 4 4' 8' END WALL WITH THE OPENING DOES NOT HAVE A MIN.RETURN WALL ON EACH SIDE OF THE OPENING. 12' 18'-20' 4' 8' 4.USE COMMON OR GALVANIZED BOX NAILS. 12' 22'-24' 8d NAILS @ 3"O.C. BS 4' 8' 5.FIELD NAILING FOR 3/8"SMARTSIDE:Bd 12"O.C. 2' 12 6 6' 6.ON THESE BUILDINGS 6'X 10'-18'THE 3' OOR IN THE END WALL 12 14- 6 6' WILL NEED TO BE OFF SET. THERE WILL BE A 2'PANEL ON ONE12 8_24 8d NAILS 4"O.C. BS 6 6' SIDE AND A 1'PANEL ON THE OTHER SIDE OF THE DOOR. 7.(BS)-DESIGNATES WALLS THAT NEED TO BE SHEATHED 0 12' 12'-20' 8d NAILS 3"O.C. BS 8' 1 4' BOTH SIDES. TUFF SHED Order#. P.O.# THESE DRAWINGS AND THEDESIGN RE THE PROPERTY •• /( �// TITLE DRAWING NO. TUFF SHED,INC. Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT SF'�tP �� FL-PR-SR-TR-01 Stomp Buildings&Gama eS DRAWINGS ARE FORA RICHARD 1.WILLS,P.E. DOOR DETAILS g g Site Address: Date: 3/12/19 BUILDING TO BE SUPPLIED `* o. 6 5 NAILING REQUIREMENTS REV.LEVEL 01 TUFF SHED,MFG.FACILITIES AND BUILT BY TUFF SHED. Checked By: ANY OTHER USE IS O 1777 S.HARRISON STREET '. _ FBC,6th EDITION 2017 SHEET FORBIDDEN BY BOTH TUFF ( ) Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 A•' ATE OF Building SIZe:mor".�"orH."ew"r-sa.auuw 2 . i90'• F '• � 155C Scale: N.T.S. REcoRD. (303)753-8833 EXT.96315 �i � r R1 P,.\�F PAGE 2 OF 4 �7//Illlll I I II\\I\�Y\ • #12-14 X 3"HEX HEAD I TRIM SELF-DRILLING SCREWS �y I 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 OT17SWB-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 @ 24"OC 600T125-054)ICC ER-4943P. ANCHOR PLATE WITH -OR- 2. 3/4"APA OR TECO RATED TONGUE AND GROOVE FLOOR z 3/8"0 x 4"CARRIAGE OT24SWBSIDEWALL BRACKET FOR USE WITH THRU BOLTS #10 X 3/4"PAN I I DECKING. 24"MAX PANEL SPAN. STAGGER PANEL LAYOUT. BOLT AND LOCKNUT REPORT NO.LO-FJ90129-B HEAD SELF-DRILLING L 3. FASTEN FLOOR DECKING TO JOIST&TRACKS USING I 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 JOISTS. STAGGER PANEL LAYOUT PER APA CONDITION 1. OPTIONAL LEVELING BLOCKS 4. FASTEN SOLE PLATE THROUGH FLOOR DECKING INTO JOISTS AUGER ANCHORS 2X6 STEEL TRACK EACH END OR TRACKS WITH#12-14 X 3"GALVANIZED SELF-DRILLING STUD-,, 3 WIDTH LENGTH #OF ANCHORS i SCREWS.REFERENCE SPACING CHART. w 6' 6'-18' 4 ANCHORS BASE PLATE SCREW SPACING i 5. ALLOWABLE FLOOR LIVE LOAD:75 PSF FOR STEEL JOISTS g 8'-24' ORS WIDTH SPACING CONTINUOUSLY SUPPORTED. 50 PSF FOR JOISTS ON BLOCKS 10' 10'-24' 6 ANCHORS 6'-12' AS SHOWN. o STUD 12' 12'-24' 6 ARS 6. USE OPTIONAL CONCRETE BLOCKS AS REQUIRED TO LEVEL "' SIDING 4-ANCHORS PROVIDE(1)AT EA. BUILDING: CORNER OF THE BUILAG. G. SUGGESTED SIZES:2"x 8"x 16", 4"x 8"x 16",OR 8"x 8"x 16". 6-ANCHORS PROVIDE(1)AT EA. BLOCKS UNDER JOISTS SPACED @ 8'-0"O.C.MAXIMUM. TRIM CORNERS OF THE BUILDING AND(1)AT STEEL SHED BASE DETAIL BLOCKS UNDER TRACK SPACED @ 4'-0"O.C.MAXIMUM. N END WALL THE CENTER OF EA.SIDE WALL. SCN N.T.B. n 41 NCHOR BRACKET TO LUSH WITH +1314 R ANCHOR DETAILEDGE 0 IM SIDINGUNHEATED SPACE STUDKWIK BOLT A C ORS TRIM (INTO CONCRETE CONTINUOUS FOOTING NOTES RE:DETAIL 3 SH ET 3 P.T.SILL PLATE 1. TOP OF SLAB TO BE 6'MIN.ABOVE GRADE SLAB REINFORCEMENT SHALL 3/8"NYLON WIDTH LENGTH QTY PER NOTES BELOW BE WWF 6X6W1.4xW1.4.LOCATEATMID-DEPTH OF SLAB. LOCK NUT 6' 6'-10' 63/8"CARRIAGE 6' 12.18 8 #4 CONTINUOUS SLAB REINFORCEMENT SHALL BEFIBERMESH160ORBLENDED BOLT(GRADE 2) FIBERMESH150.FIBERMESH SHOULD BE DISPERSED UNIFORMLY BASEPLATE 8' 8'-14' 6 TOP&BOTTOM THROUGH CONCRETE W/MIN.I POUND PER CUBIC YARD OF CONCRETE. Z J a 2. ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE AND REINFORCING 8' 16'-20' 8 0 FINISH CONCRETE FLOOR BEFORE POURING CONCRETE. OTI7SWB FLOOR PLY g' 22'-24' 10 �,� GRADE 3. FOOTINGS SHALL BEAR ON UNDISTURBED NATURAL,COMPETENT SOIL, 8. 1O'-16' 6 ORPROPERLYCOMPACTED STRUCTURAL FILL ALLOWABLESOIL OR- BEARING PRESSURE IS 1000 PSF AT 12"BELOW GRADE. 10' 18'-24' 8 ____ ___ 4. CONCRETE:MINIMUM 28 DAY COMPRESSIVE STRENGTH,rc=250OPSI. OT24SWB 12' 12'-18' 6 m� ^ 5. REINFORCING STEEL A615,GRADE 40 OR GRADE 60.ALL REINFORCING 6" oSTEEL SHOWN TO BE CONTINUOUS MAY BE LAPPED A MINIMUM OF 38 BAR 12' 20'-24' 8 o DIAMETERS OR 24'MINIMUM,WHICHEVER IS LARGER. e. 1l2"HILTIKWIK BOLT TZ NOTES: SEISMIC DESIGN CATEGORY:A/ A. ATTACH PRESSURE TREATED SOLE PLATE TO THE FOOTING USING STAINLESS STEEL 304 1.ANCHORS TO BE KWIK BOLT TZ,304 SS SLAB I 112'DIAX 8"LONG SIMPSON TITEN HD ANCHOR WITH WASHERS. B. EXPANSION BOLTS SHALL BE EMBEDDED AT LEAST 5"INTO THE EMBEDMENT DEPTH=21/4" STEEL SHED 2.PROVIDE(1)ANCHOR ATEA.CORNERREINFO CEMENT CONCRETE AND SHALL BE SPACED NOT MORE THAN VOC. MIN.EDGE DISTANCE=6" BASE OF THE BUILDING.THE REMAINING OL 3"CLR. PER NO ES BELOW C. THERE SHALL BEAMINIMUM OF 2 BOLTS PER SOLE PLATE PIECE 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 ih 8„ DIAMETERS FROM EACH END OF EACH PIECE. REMAINING ANCHORS ON EA.LENGTH T I KEN D SLAB SIDE EQUALLY SPACED). MIN. O SIDEWALL BRACKET DETAIL (� CONCRETE FOUNDATION ET I 6CAIE J. �J u c,N.T.B. TUFF SHED Order#. P.O.# THESE DRAWINGS AND THE "/z DESIGN ARE THE PROPERTY TUFF SHED,INC. ,c • /// TITLE DRAWING NO. Customer: Drawn By: PK OF TUFF SHED,INC.THESE ENGINEERING DEPARTMENT \` 6'•;d1 FL-PR-SR-TR-01 DRAWINGS ARE FORA DETAILS Storage Buildings&Garages Date: 3/12/19 'BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. : ? ".76 5 REV.LEVEL 01 Site Address: AND BUILT BY TUFF SHED. TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE 15 J SHEET /� FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET FBC,5th EDITION(2017) J Date: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 � ATE OF Building Size:wmTN.ieNeTN.NemNr.eev.x88 i90% A 1550. Scale: N.T.S, aEcoaD (303)753-8833 EXT.96315 •�//i�.,< R I a"; PAGE 3 OF 4 W/�//'11V D 3X4 20 PLATES 3X4 20 GA PLATES 1 EACH SIDE 1 EACH SIDE 3'-0" 5'-0" S: 6'SPAN 8'SPAN 3 3 1>/B° 1/16" REACTIONS: REACTIONS: 12 12 MAX.VERTICAL:180 LBS. MAX.VERTICAL:240 LBS. Q4 Q4 MAX.UPLIFT:-160 LBS. MAX.UPLIFT:-195 LBS. 0 18.0° NOTE: NOTE: TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS m 6'-0" UP TO 12FT UNLESS CEILING JOIST OR OTHER UP TO 14FT UNLESS CEILING JOIST OR OTHER in 22 10'-0" TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. N 0 N 10'SPAN 12'SPAN REACTIONS: REACTIONS: 3X4 20 GA PLATES b MAX.VERTICAL:300 LBS. MAX.VERTICAL:390 LBS. 3X4 20 PLATES 1 EACH SIDE MAX.UPLIFT:-250 LBS. MAX.UPLIFT:-285 LBS. 1 EACH SIDE 6'-0" <_? 4'0" B-3 11,1,3" >/16 NOTE: NOTE: 4.2 j/ 2" 12 TRUSS MAY BE USED ON BUILDING LENGTHS TRUSS MAY BE USED ON BUILDING LENGTHS 12 Q4 UP TO 20FT UNLESS CEILING JOIST OR OTHER UP TO 24FT UNLESS CEILING JOIST OR OTHER Q4 TENSION TIE IS PROVIDED. TENSION TIE IS PROVIDED. `p 3X6 20 GA ° PLATES 1 EACH SIDE a 8'-0" MAXIMUM DEFLECTION(12 FT.SPAN) u1 N 6'-0" 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,6th EDITION(2017) TSI GFS LRF Rp r.FD 24"OC MATERIAL TO BE 2X4 SPRUCE P 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 7-10,155 mph,Exposure C,D.O.L=1.60 PLATES ARE MANUFACTURED BY EAGLE METAL PRODUCTS, ALL PERSONS FABRICATING,HANDLING,ERECTING OR INSTALLING THIS TRUSS ARE TO DO SO IN ICC-ES#ESR-1082. ACCORDANCE TO THE RECOMMENDATIONS OF THE LATEST VERSION OF THE BCSI. Order A P.O.# THESE DRAWINGS AND THE YF SHED,INC. /// TITLE DRAWING NO. DESTUFF SHED Drawn B PK OF TIUFF SHEDGN ARE ,INC.THESE ENGINEEE PROPERTY RING DEPARTMENT E /<<s FL-PR-SR-TR-01 Customer: Y TRUSS DETAILS DRAWINGS ARE FOR A Storage Buildings&Garages Date: 3/12/19 BUILDING TO BE SUPPLIED RICHARD J.WILLS,P.E. N0. 5 REV.LEVEL 01 Site Address: AND BUILT BY TUFF SHED. TUFF SHED,MFG.FACILITIES Checked By: ANY OTHER USE IS _ SHEET FORBIDDEN BY BOTH TUFF 1777 S.HARRISON STREET _ FBC,6th EDITION(2017) 4 e534 EAST COLONIALDRIVEDale: SHED AND THE ENGINEER OF DENVER,COLORADO 80210 ,a'. S TE F ORLANDO,FL 72877 Building Size:�orN- "On.-"E��n7•sO.FtuaEA %-51. 1550 lee8)768-TUFF Scale: N.T.S. RECORD (303)753-8833 EXT.96315 ��U;•:F[o i P:.a. PAGE 4 OF 4 STORE 530 //,I linLI�aa���`�