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HomeMy WebLinkAboutPRODUCT APPROVAL SHEETSShed, Inc. Tuff Customer Name: Address: State of Florida License #CBC1253645 Permit # Product Approval Cover Sheet As required by Florida Statue 553.842 and Florida Administrative Code 913-7 m. Please r vide the i products are lisan t d ovonaline atbers for the building components -listed below if they -will be utilized on the building or structure._ _ _ vuww.floridabuilding.org or can be obtained frou is listed are per Fl e local product supplier. All Proddor da Building Code 7th Edition (2020) yp... s .,..., .. FL9190.1-R9 YES X Siding (Panel) Corp Pane{ FL10477A-R6 YES Siding (Lap) James L Hardie James Lap FL15585.1-R5 NO Window - Single Croft LLC Series 96 Series 82000 FL20743.1-R1 NO Window -Sliding Tafco Corp FL17667 x Fixed Transom Innovations Inc. Transom 151b Felt 1.10 1-La ' 1222 YES x Roof underlayment GAF Roof Underlayment FL10674.1 R-12 �/ NO x Asphalt Shingles Owens Corning Asphalt Roof Shingles p fanda�d-Double Door FL22202.1-R4 YES Door (Double) T-uff-Shed—Inc.— , Standard- Single Door FL22202.3-R4 YES Door (Single) Tuff Shed, Inc. HVHZ-Double Door FL22202.2-R4 YES Door (Double) Tuff Shed, Inc. gle Door FL22202.4-R4 YES Door (Single) Tuff Shed, Inc. i ,_, Custom M�tienalstUsed, F .. 6 panel / 3068 / Inswing FL11136.1-R7 YES Steel Door - Inswing JELD-WEN 6 panel 13068 / Outswing FL1 YES Steel Door - Outswing JELD-WEN FL17454.1 R1 NO Full lite Door JELD-WEN 368 Full lite Door JELD-WEN 6068 9 lite Door JELD-WEN 3068 FL4525-R4 NO Metal Roofing Metal Building Supplies 5V Crimp FL4525-R4 NO Metal Roofing Metal Building Supplies TM Rib FL5822.2-R8 NO Flood Vents UCT SMART VENT PROD, IN - Foundation F NO Garage Doors ROMAX Doors j1 Af © i4j TUFF SHED Tn1ssL01 1777 SOUTH HARRISON STREET Job: 520-1768852-LONG SUITE 600 Designc&D DENVER, CO 80210 Date: 01/10/22 10:34:40 Page: i of 1 SPAN PITCH QTY OHL OHR CANT L CANT R PLYS SPACING WGT/PLY 20-M 4.97/12 2 0-10-8 0-10-8 0-0-0 0-0-0 1 24in 801bs 21-9.0 i 10-0-0 10-0-0 p-10-6 10-0-0 20-0-o 2x4 i 3x4 - 2ng i 7 8 2V 1 2)e 1 2x44 � 21x$ i 4.97 12 12 4.97 2V i 2111 i N n V v 2x41 1 '7 2 121 O 3x14 - 3� - 30 31 T2x , 2x , 2xZ , 2x , 2x , 2x4, 2x , 2x , 2x , 5x6 - 2x4 , 0-0-0 0-0-0 20-0-0 i 20-0-0 All plates shown to be Eagle 20 unless otherwise noted Loading (pst General CSI Deflection IJ (loe) Allowed TCLL: 20 Bldg Code: FBC2020/ TC: 0.08(13-31) VcrtTL: Din L/999 13 L/180 TCDL: 10 TPI1-2014 BC: 0.02(15-16) VertLL: Din L/999 13 L/240 BCLL: 0 RepMbr: No Mtb: 0.06(5-21) HorzTL: Oin BCDL; 10 Lumber D.O.L.: 115% Reaction Brg Combo Brg Width Max Read Ave React Max Grav Uplift . Max MWFRS Uplift Max C&C Uplift Max Uplift Max Horiz 1 164 ins 85 plf-106lbs-169lbs-169lbs 208lbs Material Bracing TC: SPF#2 2 x 4 TC: Sheathed or Purlins at 6-3-0, Purluh design by Others. BC: SPF#2 2 x 4 BC: Sheathed or Purlins at 10-0-0, Purlin design by Others. Va: SPF Stud 2x 4 Loads 1) This truss has been designed forthe cffods ofwind bads in accordance withASCE7 -16 with the following user defined input 158 mph (Faderod), Exposure C, Enclosed, Gable, Risk Category 11, Overall Bldg Dims 20 ftx 20 it, It= 15 It End Zone Truss, Both end webs considered: DOL =1.60 Member Forces Table in(rra m: Marlxrll), rtxx CSI, max axial fort; (ma cuapr. funs ifdifPamt Sum r¢x axial fueu:} Only fors gaaa'druh 300lbs an: shuhw in this table TC Bc wa Notes 1) Unless noted otherwise, do not cutoraln2rany truss member orplatewithoutprior approval from a Professional Engineer: 2) Gable requires continuous bottom chord bearing. 3) Gable webs placed at24 " OC, UN.O. 4)Attaclh gable Hmbs with 2x4 20ga plates, U.N.O. 5) Bracing shown isfor in-planerequiiernetts. For ouwf-planerequirements, refertoBCSI-B3published bythe SBCA 6) The fabrication tolerance for this roof Cuss is 0 %(Cq=1.00). 7)At leastone web ofthis truss has been designed wilt a panel point in the web. All panel points on such webs shall be braced laterally perpendicularto the plane ofthe truss. Lateral braces shall be installed within 6 " ofeach web panel point 8)A creep factor of ISO has been applied for this truss analysis. 9) Listed wind uplift reactions based on MWFRS & C&C loading. ALL PERSONS FABRICATING, HANDLING, ERECTING OR INSTALLING ANY TRUSS BASED UPON THIS TRUSS DESIGN DRAWING ARE INSTRUCTED TO TiueBuild®Ttuss Software v5.6375 REFERTOALLOFTHEINSIRUCTIONS,LIM17ATIONSANDQUALIFICATIONSSETFORTHIN'INEEAGLEMETALPRODUCrSDESIGNNOTESISSUEDWITH Eagle Metal Products THIS DESIGN AND AVAILABLE FROM EAGLE UPON REQUEST. DESIGN VALID ONLY WHEN EAGLE MErAL CONNECIORS AREUSED. TUFF SHED Truss: L01 1777 SOUTH HARRISON STREET Job: 520-1768852-LONG SUITE 600 Date: 01/10/22 10:34:53 DENVER, CO 80210 Page: 1 ofl SPAN PUCH QTY OHL OHR PLYS SPACING WGT/PLY BRD FI7PLY 20-0-0 4.97/12 2 0.10-8 0-10.8 1 24in 80lbs 52.0 21-9-0 p-10-s, 10-0-0 10-0-0 A-104 10-0-0 20-0-0 2x4 3x4 - 2)4 1 7 8 2,g 2�4 1 F 2x44 � 21x$ � 4.97 12 E E 12 4.97 2X41 `6 13 2111 o F D D vvY 211 C 2 � qq C 212� 3x14- B 1-- B qq_ 3 3 81 B2 31 XXXXX T 2x , 2x , 2x , 2x , 2iX , 2x4, 2x , 2x , 2x , 5x6 - 2x4 0-0-0 0-0-0 20-0-0 20-0-0 Heel toPeak Tap to Peak Overa111Yuss Height Overhang Rake Distance Left Right Left Right 4-9-13 Left Right 10-11-8 10-11-8 10.9-14 10-9-14 0-11-6 0-11-6 Plates Notes BDFT Loading (psi) G OL: 1-8-0 901 1-8-0 901 1 (2) 2 X 4 SPF Stud-2.00 Qty Size Qty Size * Gable blockplate size 2x4, typical. Top Chords: 16.00 TCLL : 20 100 2x4 12 3x4 BottomClwrcls: 13.33 TCDL: 10 4 5x6 Webs: 22.67 BCLL : 0 Non Structurafs: 0.00 BCDL : 10 T1,T2 OL: 11-10-11 B1,H2 - OL: 10-0-0 H1,B2 0-7-14 67.5/ 11-9=4 ^ 67.5/ 9_4_2 901 9-8-6 ^ 22.5\. SCARF: 0-8-8 BUTT: 0-0-4 �L 3-4 1 0-4 901 10-0-0 . (9) 2 X 4 SPF #2-12.00 (4) 2 X 4 SPF #2-10.00 A OL: 0-7-7 8 OL: 1-5-6 C OL: 2-3-5 0-5-15 1-3--14 2-1-14 901 0-6-11 67.5\ 901 1-4-10 67.5\ 901 2-2-9 67.5\ 0-7-7 1-5-6 2-3-5. (9) 2 X 4 SPF Stud-s (9) 2 X 4 SPF Stud-2.00 (9) 2 X 4 SPF Stud-3.00 D OL: 3-1-4 E OL: 3-7-9 F OL: 1-2-0 2-11-13 3-6-2 901 3-0-8 67.5\ 901 3-6-13 67.5\ 901 1-2-0 901 3-1-9 3-7-9 (4) 2 X 4 SPF Stud-4.00 (4). 2 X 4 SPF Stud-4.00 (4) 2 X 4 SPF Stud-2.00 TUFF SHED Truss: T01 1777 SOUTH HARRISON STREET Job: 520-1768852-LONG SUITE 600 Date: 01/10/22 10:32:50 DENVER, CO 80210 Page: 1 ofl SPAN PITCH QTY OHL OHR PLYS SPACING WGT/PLY BRDFf/PLY 20-" 4.97/12 9 0-10-8 0-10-8 1 24in 65lbs 40.0 21-9-0 ,0 -104 5-0-0 5-0-0 5-0-0 5-0-0 p-10-Q 5-0-0 10-0-0 15-0-0 20-0-0 4x6 - M 4.97 12 2r241 2x44 / 12 4.97 7 Lb T � v O T3.f - 31- 7 B1 B2 B T 7x8 - 0-0-0 o_o_o 10-0-0 10-0-0 10-0-0 20-0-0 Heel toPeak Top toPeak Overall Ti uss Height Overhang Rake Distance Left Right Left Right 4-9-13 Left Right 10-11-8 10-11-8 10-9-14 10-9-14 0-11-6 0-11-6 Plates Notes BDFT Loading (pso Qty Size Qty Size * Camber of0.15 mconnnended. Top Chords: 16.00 TCLL : 20 36 2x4 36 3x6 BoltomChords: 1333 TCDL: 10 18 4x6 18 7x8 Webs: 10.67 BCLL: 0 Non St uchuals: 0.00 BCDL : 10 T1,T2 OL: 11-10-11 B1,B2 OL: 10-0-0 B1,B2 0-7-14 67.5/ 11-9-4 67.5/ 9-4-2 22.5\ 901 9-8-6 A SCARF: 0-8-8 BUTT: 0-0-4 3-4 0-4 10-0-0 901 (18) 2 X 4 SPF #2-12.00 (18) 2 X 4 SPF #2-10.00 S41 OL: 5-4-2 W2 OL: 3-10-7 4-10-15 67.5\ 71.3/ 5-1-8 41.2\ 901 3-10-7 5-4-2 67.5/ (18) 2 X 4 SPF Stud-6.00 (9) 2 X 4 SPF Stud-4.00 TUFFSHED TrussTOl 1777 SOUTH HARRISON STREET Job: 520-1768852-LONG SUITE 600 Date: 01/10/22 10:33:05 DENVER, CO 80210 Page: 1 of7 21-9-0 - — -- A -10-1 5-0-0 5-0-0 5--oo 5-0-0 A-10-$ r 5-0-0 10-0-0 15-0-0 20-0-0 41 - N 4.97 12 2�41 2x44 / 12 4.97 co N � 31- TUP- i--T 61 B2 - 73 - 0-0-0 0-0-0 10-0-0 10-0-0 10-0-0 20-0-0 TUFF SHED TrussT01 1777 SOUTH HARRISON STREET Job: 520.1768852-LONG SUITE 600 Date: 01/10/22 10:33:05 DENVER, CO 80210 Page: 2of7 Plate: 3x6 - T1 �2: Req. Teeth 46 AvI. Teeth = 71 Req. Teeth 5 MI. Teeth = 7.' oint #1 Fabrication Tolerance = 0 % (No defects allowed under plate area) Joint Stress Index (JSI) = 0.74 1:1 Plate: 2x4 \ 1-1 TUFF SHED Truss TOl 1777 SOUTH HARRISON STREET Job. 520-1768852-LONG SUITE 600 Date: 01/10/22 10:33:05 DENVER, CO 80210 Page: 3 of7 Req. Tee 10 -*I. Teleth � 32 W 1 . eet = 9 vl. Teelh,,4 32 oint #21 Fabrication Tolerance = 0 % No defects allowed under plate area) Joint Stress Index (JSI) = 0.30 1:1 TUFF SHED Truss•T01 1777 SOUTH HARRISON STREET Job: 520-1768852-LONG SUITE 600 Date: 01/10/22 10:33:05 DENVER, CO 80210 Page: 4of7 Plate: 4x6 - T1, T1, 2 : Req. Teeth 1 17 MI. Teeth = J2 W2(: Req. Teeth � 14 1 MI. Teeth = 5 w2 Req. Teeth = 1 MI. Teeth = & Joint #31 Fabrication Tolerance = 0 % No Joint Stress Index (JSI) = 0.7 allowed under plate area) 1_1 Plate: TUFF SHED TrussT01 1777 SOUTH HARRISON STREET Job: 520.1768852--LONG SUITE 600 Date: 01/10/22 10:33:05 DENVER, CO 80210 Page: 5of7 Te - 10 th 432 Mill W 1 . Req. eth = 9 VI. Teeth Joint #41 Fabrication Tolerance = 0 % No defects allowed under plate area) Joint Stress Index (JSI) = 0.30 1:1 TUff SHED TrussT01 1777 SOUTH HARRISON STREET Job. 520.1768852-LONG SUITE 600 Date: 01/10/22 10:33:05 DENVER, CO 80210 Page: W7 Plate: - Joint #5 Req. Teeth_ 4q MI. Teeth = 71 B1 7 : Req. Teets A AvI. Teeth = Fabrication Tolerance = 0 % (No defects allowed under plate area) Joint Stress Index (JSI) = 0.74 1:1 [Plate: 7x8 1- z W1 \ Wj1 : Req. Teeth 1 MI. Teeth = Req. Teeth = 30 MI. Teeth =112 TUFF SHED Truss•TOl 1777 SOUTH HARRISON STREET Job: 520-1768852--LONG SUITE 600 Date: 01/10/22 10:33:05 DENVER, CO 80210 Page: 7of7 2 : Req. Teeth = 1 MI. Teeth = 98 B, Joint #61 W, W : Req. Teeth 19 MI. Teeth = 56 1,B2 : Req. Teeth MI. Teeth =11 Fabrication Tolerance = 0 % (No defects allowed under plate area) Joint. Stress Index (JSI) = 0.30 1:1 Customer Name: Tuff Shed, Inc. State of Florida License #CBC1253645 Address: Permit # Product Approval -Cover Sheet an ol numbers for the As required by Florida Statue 553.842 and Florida Administrative Code 9 approvednformation Floridanovide the products are listed on line at building components listed below if they will be utilized on the uc ure.lease building or structure. www.floridabuilding.org or can be obtained from the local product supplier. Florida Building Code 7th Edition (2020) All Products listed are per SfanaardSh�d ,Materials M dea#I L pro r ' ``Map.ufacl;urer�, ,' FL9190 1-R9 YES x Siding .(Panel) LP Corp Panel YES FL10477.1-R6 Siding (Lap) James L Hardie Lap FL15585.1-R5 NO Window - Single Croft LLC Series 96 Series 82000 FL20743.1-R1 NO Window - Sliding Tafco Corp FL17667 x Fixed Transom Innovations Inc. Transom 151b Felt L. f2.1 YES x . Roof underlayment GAF Roof Underlayment . Asphalt Roof Shingles FL1010674R-12 NO x Asphalt Shingles Owens Corning S.taridard-Double Door FL22202 1-R4 YES Door (Doable)- _ Tuff -Shed; Inc.- - —_. Standard- Single Door 1=L22202 3-R4 YES --- Door (Single) Tuff Shed, Inc. HVHZ-Double Door FL22202.2-R4 YES Door (Double) Tuff Shed, Inc. FL22202.4-R4 YES HVHZ-Single Door Door (Single) ruff Shed, Inc. o �Matenals, Used. f Inswing JELD-WEN 6 panel / 3068 / Inswing FL1 i 136.1-R7 YES Steel Door - 6 panel ! 3068 I Outswing p FL11136.2-R7 YES Steel Door - Outswing JELD-WEN �- FL17454.1 R1 NO Full lite Door JELD-WEN 3068 Full lite Door JELD-WEN 6068 9 lite Door JELD-WEN 3068 FL4525-R4 NO Metal Roofing Metal Building Supplies 5V Crimp FL4525-R4 NO Metal Roofing Metal Building Supplies TM Rib FL5822.2-R8 NO Flood Vents SMART VENT PRODUCT, INC Foundation FL15279 NO Garage Doors ROMAX Doors