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HomeMy WebLinkAbout51700-Z EI. rl 114��L T �3� EST r T1I. �ag0 ► 1.ANCASTEA. PA Word Bank Conc-Concrete DR-Door FTG-Footing FLR-Floor GA-Gauge Int-Interior O/C-On Center PTO-Painted SYP-Southern Yellow Pine SPF-Spruce,Pine,Fir sqft-Square Feet TR-Treated 0%t"1111111f/y/a, OF NE{y*'% �.�� ;• i :r• Q ''I m: 'n = JD ru tu j •.077142_.-•fy .. ... F.��`��`\` still is Contract: pending Free Standing Building installed on your level site 25' width x 40' length x 12' inside height Ground Snow 25 psf Roof System: 4' o/c trusses Pitch: 4/12 Loading: 30-5-5 standard windspeed,12b'-, h Walls: 8' o/c 3-Ply 2x6 Giulam Load-Bearing Posts Siding: Patriot Panel 28 Gauge Painted Steel ***LIFETIME WARRANTY*** (Standard Color) i Trim Color (Standard Color) Siding: 94 lineal ft 4' Wainscoting Patriot Panel ***LIFETIME WARRANTY*** (Standard Color) MAR - 3 9,025 Roofing Type: Patriot Panel 27 Gauge Painted Steel with Ridge Vent ***LIFETIME WARRANTY*** (Standard Color) Overhangs: 12" Boxed Vented on 2-eaves&2-gables (Standard Color) soffit and fascia Insulation/U nderlayment: 1413 sgft of Radiant Insulation Barrier on Roof 3 - 11 X 11 Insulated Steel-Backed (Standard Color) Overhead Doors with Low Head Room Kit 1 - 3' X 6'8" Fiberglass 9-Lite Entry Door THIS BUILDING MEETS OR EXCEEDS THE 2020 RESIDENTIAL OUILDING CODE OF NYS Cover Sheet FOR POST FRAME CONSTRUCTION Client Name' Joe Ross My Signature affirms this drawing&design to be correct&accurate. Contact' I have received my building permit and have forwarded any changes from code . officials to Fetterville.I understand that there are no changes that can be Address' ffi Brian Smith • 245 Youngs Ave, made from this point forward without extra costs being incurred at my expense 800-331-1875 Ext. 104 Mattituck, NY 11952 Email. Phone: 631-241-1781 X X Bsmith@fettervillesales.com Customer Signature Date Dawn By: JR f f Job Truss Truss Type city Ply 25021049B T25 COMMON 11 1 FR FEBS25 eference o lional UFP Site Built,LLC,UFP 20/20 Run:8.810 s Sep 13 2024 Print:8.810 s Sep 13 2024 MiTek Industries,Inc.Thu Feb 2012:48:30 2025 Page 1 ID:o_gOoMgs4VXXv45etwDq_czjFfH-shgyewdGXnr9gD8KknOJfXtKo43gDg4EF21 FXnz/Fe 0-10 6-7-14 12-6-0 18-4-2 25-0-0 5-1 10- 6-7-14 5-10-2 5-10-2 6-7-14 -10 Scale=1A3. 5)_ 4.00 F12 19 20 2Xi\\ W41 18 3 5 21 22 17 6 7 1 2 10 9 s �I 4A= 3x10 MT20HS= 4x4= 4�= 4A= 8-7-4 16-4-12 25-0-0 B-7-4 7-9-8 B-7-4 Plate Offsets X Y 2:0-2-6 Ede 4:0-3-0 0-2-12 6:0-2-6 Ede 8:0.1-12 0-2- 10:0-1-12 0-2-0 LOADING(psf) SPACING- 4-0-0 CSI. DEFL in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.64 Vert(LL) -0.25 8-10 >999 240 MT20 197/144 TCDL 5.0 Lumber DOL 1.15 BC 0.61 Vert(CT) -0.36 8-10 >827 180 MT20HS 148/108 BCLL 0.0 Rep Stress Inrx NO WB 0.31 Horz(CT) 0.11 6 n/a n/a BCDL 5.0 Code IBC2018ITP12014 Matrix-MS Weight:114lb FT=20% LUMBER- BRACING- TOP CHORD 2x6 SP No.1 TOP CHORD 2-0-0 oc purlins(3-3-0 max). BOT CHORD 2x4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 5-6-2 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (lb/size) 2=1839/0-M,6=1839/0-8-8 Max Horz 2=112(LC 14) Max Uplift2=-563(LC 10),6=563(LC 11) Max Grav2=2091(LC 2).6=2091(LC 2) FORCES. (lb)-Maximum Compression/MaAmum Tension TOP CHORD 1-2=0/29,2-17=-4680/2313,17-18=-4568/2317,3-18=-0454/2329,3-19=-4D4812079,4-19=3910/2090,4-20=3910/2090,5-20=4048/2079,5-21=-0454/2329,21-22=-4568/2317, 6-22=-4680/2313,6-7=0/29 BOT CHORD 2-10=2028/4333,9-10=-1266/2955,8-9=1266/2955,6-8=-202B/4333 WEBS 3-10=10531627,4-10=-495/1253,4-8=-495/1253,5-8=1053/627 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-16;Vult=130mph(3-second gust)Vasd=103mph;TCDL=3.Opsf,BCDL=3.Opsf;h=20ft;Cat.11;Exp C;Enclosed;MWFRS(envelope)and C-C Exterior(2E)-0-7-13 to 2-4-3,Interior(1)2-4-3 to 9-",Extedor(2R)9-04)to 15-6-0,Interior(1)15-6-0 to 22-7-13,Extedor(2E)22-7-13 to 25-7-13 zone;C-C for members and forces&MIWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 3)TCLL:ASCE 7-16;Pr-30.0 psf(roof LL:Lum DOL=1.15 Plate DOL=1.15);Pg=30.0 psf;Pf=25.2 psf(Lum DOL=1.15 Plate DOL=1.15);is=1.0;Rough Cat C; Partially Exp.;Ce=1.0;Cs=1.00;Ct=1.20 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 25.2 psf on overhangs non-concurrent with other live loads. 6)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord deadload. 7)All plates are MT20 plates unless otherwise indicated. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 563 lb uplift at joint 2 and 563 lb uplift at joint 6. 10)This truss is designed in accordance with the 2018 International Building Code section 2306.1 and referenced standard ANSI/rP1 1. 11)See Standard Industry Piggyback Truss Connection Detail for Connection to base truss as applicable,or consult qualified building designer. 12)Graphical pur in representation does not depict the size or the orientation of the pudin along the top and/or bottom chord. �! OF NE Y LOAD CASE(S) Standard /0' 5 VA CAP7� � _r n Y' I t 4A 101355 0%0��_� ROES S1 02/21/2025 CONFIRM FINISH FLOOR Floor Plan HEIGHT WITH CUSTOMER Personal use, 1,000 sqft Eave 2 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 0 0 bo 0o O _ N i O d O O En r - - - - - - - - Ridgeline- - - - - - - - rn M N M I I I I I o I I I I I I in- I 3'x6'8" 9-Lite Door I I I o I I I I I I - M11'x1l' Overhead Door 11'x1l' Overhead Door I1'x11' Overhead Door o I I I I I I 00 M q�►uuuurry�a� - ������ oFNEGy y�4i ....,.... 2'-0" 11'-0" Eave I r a f m:Q - 40'-011 - sue^ : �J. c� ,'��� 2' 6' 12' Post Layout w/ Header Height of 11'-11" from Top of Skirt Board to Top of Header Scale:1/8"=1' A Client Name: Joe R Contact: Ross Fetterville Pole Buildings LLC Page+ Ili,i !'"► ;;/ '" Address: Brian Smith 245 Fetterville Rd. 245 Youngs Ave. 800-331-1875 Ext. 104 East Earl PA 17519 2 Mattituck, NY 11952 Email: ' ' Bsmith@fettervillesales.com 800-331-1875 ,a phone: 631-24i-1781 Drawn By: JR LANCASTER, PA Radiant Insulation Barrier 4 12 2x4 #2 SPF Roof Purlins 24" O/C 27 GA PTD Steel Roofing Engineered Trusses 48" O/C DOOR PLACEMENTS: 2x6 #2 SPF Tie Down Block - Entry Door sets 1-1/2" Down from top of Skirt Board Garage Door sets 2" Down H2.5A HurricaneTies 2-Ply Truss Supports 2x4x12" #2 SPF Support Block Truss Support Size: 2-Ply 2x10 #2 SYP Fastened Via (10)3 1/4" Coil Nails Per Connection Support Size Across Eave 11' Span: 2-Ply 1.75" x 9 1/4" LVL's 28 GA PTD Steel Siding Fastened Via (5)5/16"x 4" GRK's Per Connection Truss Bracing: 2x4 Diagonal, B/C Laterals, Web Bracing Per Print 3-Ply 2x6 #1 SYP Glulam Post .131 x 3-1/4" 12D Nails for All 2x4 & 2x6 Girts, Purlins, Fascia 12'-0" Inside Height OF�NFyy ZZ i Y 2x4 #2 SPF Girts 24" O/C Z.* �.�`�� ,• '••••• •• O ��• �r Q s'f m• — Z M Uj Z 2x6 #2 SYP TR Skirt Board ���• iR�FESStONA���`��` FINISH FLOOR HEIGHT: Grade Line 1.5" Down from Top of Skirt Board Conc. FTG 4000 psi 36-42" Depth 0 Collar _ SCREW PATTERNS 18" Purlins and All Siding Cross Section View No Scale Client Name: Joe Ross Contact: Fetterville Pole Buildings LLC Page: }►1 ` ` ,'II1= -` Address: Brian Smith 245 Fetterville Rd �! 245 Youngs Ave. 9 800-331-1875 Ext. 104 East Earl PA 17519 Mattituck, NY 11952 Email: 3 800-331-1875 ,ga Phone: 63i-24i-1781 Bsmith@fettervillesales.com Drawn By: JR LNNGASTEN. PA is is Purlins Attached Via (4)12D Nails Per Connection iiU ii 2xe saF Truss stocks Notched for Truss Attacheded Posts Notc Via(5)3"x.131 Nails Hurricane Ties 2x10 72 SYP •.° 1.75" x 9 1/4" LVL's ° (10)3 1/4" 12D Nails :;o (5)5/16"x 4" GRK's Per Connection ° Per Connection ° 2x4x12" Support Block Attached Via (12)12D Nails Girts Attached Via (6)12D 11' Span Nails Per Connection �:µ111111/1/ff/a' of NEW-!.q... m: sn • b:W = = m t l W ••.077142•. is _ Framing Connection Detail Client Name: Joe Ross Contact: Fetterville Pole Buildings LLC Paae: Brian Smith 245 Fetterville Rd. ' Address: g 800-331-1875 Ext. 104 � 245 Youngs Ave. East Earl PA 17519 }` r` Mattituck, NY 11952 email: 4 �llj i 800-331-1875 ° Phone: 63i-241-1781 Bsmith@fettervillesales.com Drawn By: JR LANCASTES. PA ao Mt Eave 1 0 N r-1 Eave 2 ���uu�uunyy OF Nev i.,,��W'' m• _ 771 9�FESSIONA�,�`���• 40'-0" 2' 6' 12' Scale:1/8"=1' Elevation Views Client Name: Joe Ross Contact: d�y�_, Fetterville Pole Buildings LLCM+ �!'," 11 `� Address: Brian Smith 245 Fetterville Rd. 245 Youngs Ave. 800-331-1875 Ext. 104 Mattituck, NY 11952 Email: East Earl, PA, 17519 5 ;���,N, � '� �1,"'If _ _ 1 Bsmith@fettervillesales.com 800-331-1875 1,0 Phone: 631 241 178 Drawn By: JR LANCASTEN. PA 0 Gable 1 ao �o O 12 4 �aquuuraarya Gable 2 OF I ipOFFSSf ��s.`,�. '''' neua��aa 2' 6' 12' 25'-0" Elevation Views Scale:1/8"=1' (�Y !%` Client Name: Contact: Toe ROSS Fetterville Pole Buildings LLC page: Brian Smith 245 Fetterville Rd. Address: 245 Youngs Ave. 800-331-1875 Ext. 104 East Earl PA 17519 Mattituck, NY 11952 Email: 800-331-1875 Ea; ' Bsmith@fettervillesates.com Phone: 631-241-17B1 Drawn By: JR LANCASTEN. PA