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B P-2 02 2-0073 460 NORTH FARMS RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 07-008-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0073 PERMISSION IS HEREBY GRANTED TO: Project# CANOPY ROOF Contractor: License: Est. Cost: 20000 TIMOTHY LUCE 100515 Const.Class: Exp.Date:07/15/2022 Use Group: Owner: VOLLINGER GRACE F Lot Size (sq.ft.) Zoning: WP/WSP Applicant: TIMOTHY LUCE Applicant Address Phone: Insurance: 90 WOODBRIDGE ST (413)387-9800 SOUTH HADLEY, MA 01075 ISSUED ON:01/25/2022 TO PERFORM THE FOLLOWING WORK: CONSTRUCT CANOPY ROOF OVER MANURE PIT AT SOUTH END OF DAIRY BARN POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Gas: Final: Final: Rough Frame: Rough: Fire Department Driveway Final: Fireplace/Chimney: Final: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: . I .)2 Fees Paid: $395.20 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner __ .�-- Z-o►t JAN 2 4 2022 I The Commonwealth of Massachusetts Office of Public Safety and Inspections F, Massachusetts State Building Code(780 CMR) IL rrr:-42. c ,�r,1 {uIrr41$rnut Application for any Building other than a One-or Two-Family Dwelling (This Section For Official Use Only) Building Permit Number. g "73 Date Applied: Building Official: SECTION 1:LOCATION %6(..) Nar-tl• 4w.S �a #�1vr�wc�/AAA 01O(9'2- No.and Street City/Town Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2 PROPOSED WORK Edition of MA State Code used If New Construction check here 0 or check all that apply in the two rows below Existing Building Cir Repair 0 Alteration 0 Addition 11 Demolition ❑ (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other 0 Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes Q' No 0 Is an Independent Structural Engineering Peer Review required? Yes 0 No B t Brief Description of Proposed Work ro,n r zA- C o.„,c,Q! �oc9 c V/( AActiu%r�. p,i c 3 , Zvtc SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) 0 Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft.) I /(o 06 Total Area(sq.ft.)and Total Height(ft) I Goo ZOiC' pea SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4 0 A-5 0 B: Business 0 E: Educational 0 F: Factory F-1 0 F2❑ H: High Hazard H-1 0 H-2 0 H-3 ❑ H-4 0 H-5 0 I: Institutional 1-1 0 I-2❑ 1-3❑ 1-4❑ M: Mercantile 0 R: Residential R-10 R-2 0 R-3 0 R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use 0 and please describe below: Special Use Description: Ao rc�i \ SECTION 6:CONSTRUCTION TYPE(Check as applicable) IA CI IB ❑ IIA ❑ IIB ❑ IBA 11IB ❑ IV CI VA CI VB 0 SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Trench Permit: Debris Removal: Water Supply: Flood Zone Information: Sewage Disposal: Site Public 0 Check if outside Flood Zone 0 Indicate municipal 0 A trench will not be Licensed Disposal El Private 0 or indentify Zone: or on site system 0 required 0 or trench or specify: permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicable ETV Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No 13 .. Yes 0 No SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: Special Stipulations: Design Occupant Load per Floor and Assembly space: SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Addrtiss of Property Owner .o' a r't" \10 NA424.,r 70 ,�,,..v` 5F- eLw 114_ 0l01 Name(Print) No.and Street ity/Town Zip Property Owner Contact Information: VWA-4nC - - - - Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: :`--T;�. L,�CA-- 40 100�li' 61073 N me Street ddress City/Tow State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here tK Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Responsible for Construction Control(the professional coordinating document submittals) Name(Registrant) Telephone No. e-mail address Registration Number Street Address City/Town State Zip Discipline Expiration Date 10.2 General Contractor Cony Name 1,►,,w 3 . L.ue_ C St_. -tt /o cis 15 U,,,vts\ ;Jed Name of P n Responsible for Construction License No. and Type if Applicable 7jc) (A) r.0* S4- 3,1ti• I .d1WJ AM 0/075 Street Address City/Town State Zip r/3-30_ gkav t(..ccoo- ( 1r►40.:I. Leo,— - Telephone No.(business) Telephone No.(cell) e-maddress SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the is ance of the building permit. Is a signed Affidavit submitted with this application? Yes No 17 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Item Estimated Costs:(Labor and Materials) Total Construction Cost(from Item 6)=$ 1.Building $ 201000 Building Permit Fee=Total Co st x_(Insert here 2.Electrical $ appropriate m ' ipal factor)_$ . 3.Plumbing a,22q6„A c 4.Mechanical (HVAC) $ Note:Minimum fee '1 (co t municipality) 5.Mechanical (Other) $ Enclose check payable to 6.Total Cost $ 000 (contact municipality)and write check number here i.. SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. —rt.5-}i.,5 S S. L `//3 -,37- 9 ia) 113 2/ Please print and,sign na ti / Telephone o. ate 9U wJJklAY 1 . SJV IW ( lY" , OIO2S 11,) Street Sp�( y .tE,.- Street Address City/TowA State Zip Email Addret5 Ca9�Municipal Inspector to fill out this section upon application approval: JJ I1 ) __ 3 a. • , Name Da ptoesick„/ i D O? -023 -col CITY OF NORTHAMPTON t_.o 1 ci M- I03920-9o219L SETBACK PLAN MAP: LOT: LOT SIZE: 61 Ac-'ru ) REAR LOT DIMENSION: /,4 SO REAR YARD 17 001 2 30 200 SIDE YARD SIDE YARD add►hd'^ oi FRONT SETBACK 5(0 5 FRONTAGE 567 7 City of Northampton p/�' •�' ` Massachusetts �e '��. 4 , . 4 DEPARTMENT OF BUILDING INSPECTIONS s '.►', `. r1 212 Main Street • Municipal Building Pi y Northampton, MA 01060 SNh '0� CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: VJ 91 /iv The debris will be transported by: Name of Hauler: Signature of Appl• nt: Date: )( ��2 The Cotnnloll)t•ealth of.Nus:ulchusetts surr Depurtnrc'nt of Industrial.l ccidents SE lilt"Zmit— =ir1Y1 1 Congress Street.Suite 100 azlz'h�. Boston. _1 .4 02114-201 www.mass.gor/diu % ur kers'Compensation insurance.tlTidas it:Builders'Contractor%/Electricians Plumbers. to KI.111.11) s 11 H 111E Pl:RMI i ii;:1t•i iioi u 11. .applicant Informs* Please Print Legibly Name ttiusInc..0rgantmttt i ling•.idu.t!.) 1 1�,.s Address: ' C L4)cieCiti4 Si CitvlState!Zip: 1�. 4A4O107f Phone lt: `'75 3 61 9g D %rr run an rmldurrr'.'( lurk she appropriate Iron: s pe of project(required): 1.0 J.ens a er yr.-1 nab empibycm hull and or part-time"! 7. 0 New construction 2 m a ark prupreetur or purtnenhip and have no employees*oiling fur me m 8. (,Remodeling any capacity.Inky%turkeys comp.smutance tegwrcll.I 9. ❑Iktnolition )0 1 am a homcwuncr doing all sort myself iNo*iidisrs'comp.nourancY retluurd ' 4.0 I am a htaimansMY and will iv hungdn rinurau w ctnithmci all*nark on my .pnrpeety. I*ill 10 a riding addition attsute that all contractor.eltber Gale rcueken'cumprnsatwn insurance or are sole i i.O Electrical repairs or additions mi./merits w out nu empk.yee,. 12.0 Plumbing it-pans or aekltttun. 5.1 am a ismeral.untraoui and I lnr c kited the nib-contracture hated on the attached,beet. I3.0ROOf ir f Thou nub-camaractors hare employees and hart a oilers'comp.an utarec. a 6.0%%e are a ruminationand its uthcccn hay c%macrsed than nght ye pm t exemplum p AK.I.c. 14.00lAcr 152.y Ii41.and we hare no employees. NO rrotter.'ruanp anilaaee reyutnvl.I •Any applicant that checks hug z l must also till out tlw seetk.n behoss shaming their utnkca. eompcncatlun pokey information. thanrco*nen.irks submit dos attularit indicating they arc doing all wort and then hire outside contractor,must submit a nen atiiidar it indicating such 4('untractun that clad this hog trust attached an additional sheet show mg the name of die sul►eunlraeturs and state w ladar or not those entities hare employees It the sub-contractors lute employees.they must pros ire thcu starkers'amp paltry ntutiht, I ant an employer that is providing workers'compensation insurance for mt'employees. Below is the polity and job site information. Insurance Company Name: Pokey Y or Self eta. Lie. Expiration")ate. Job Site Address: �.---------_-__-- _t it,. StateZip:_ Attach a copy of the workers"coniensat- policy declaration page(s1 lug the policy number and expiration datel. Failure to secure coverage as required under MGL c. 152.*25A is a crtmmal violation punishable by a fire up to SI.500.00 and/or one-year imprisonment.as well as civil penalties in the fonts of a STOP WORK ORDER and a tine of up to S250.00 a day against the violator_A copy of this statement may he tiir►sarded to the Office of investigations of the DIA for insurance coverage verifrcatiem. I do hereby ace rtili•u�!r tha'/wives.r. enables of perjury that the inlirrmation provided above is true and correct. 2 / — Z Z Signature Pltotte y/3 3 87 y fie) Official use only. Do not write in this area,to be completed bt'city or town official ( its or Tye►•n: I'ermitrl.ieense t+ Issuing.luthorits (circle one): I. Board of Ilealth 2.Building Department 3.('its 'Town Clerk 4.Electrical Inspector 5. Plumbing Inspector tr.Other ('intact Person: Phone#: Job Truss Truss Type Oty Ply Florence,MA 210413178 TO1 COMMON 27 1 Job Reference(optional) UFP Site Bulk LLC.UFP SE Engineering Run:8.51 S Oct 22 2021 Print 8.510 S Oct 22 2021 MITek Industries.Inc.Wed Dec 22 14-..23:11 Page.1 ID:nEUkOLCNX1hageRgyEdXPIRROiB-0I10PUFxmzOiA9weZw3JEodBaANB1v9EmK9Vz4y6P?W -6-00 7-03-04 ` 13-02-14 j 19-00-00 ( 24-09-02 ) 30-08-12 j 38-00-00 38-06-00 I I6-00 7-03-04 5-11-11 5-09-02 5-09-02 5-11-11 7-03-04 6-00 5x8s 6 41� 4x4s 2 6 4x4• 5 7 3x6s 24 27 3x6a No 2x4* 4 /y4 8 2x4•\\ $ 0 3 9 \\ m ro MT18HS 3x12 r MT18H-B\lx12..s____i 23 28 b 1 2 as ion- -A= B1 B2 r ' B1 H1s!9� 16 15 14 13 12 4x10= 3x4s 4x8= MT18HS 3x12= 4x10= MT18HS 3x12= 3x4= 10 05 12 ( 19-00-00 ) 27-06-04 I 38-00-00 j 10-05-12 8-06-04 8-06-04 10-05-12 craw=1 67.8 Loading (pat) Spacing 2-00-00 CSI DEFL in (hoc) Udell Lid PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.90 Vert(LL) -0.42 14 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.76 12-22 >599 180 MT18HS 197/144 TCDL 15.0 Rep Stress Ina YES WB 0.43 Horz(CT) 0.23 10 n/a n/a BCLL 0.0* Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:139 lb FT=20% LUMBER 2) TCLL:ASCE 7-10:Pf=35.0 psf(flat root snow): TOP CHORD 2x4 SPF 2100F 1.8E Category II:Exp B;Partially Exp.:Ct=1.10 BOT CHORD 2x4 SPF 2100F 1.8E 3) Unbalanced snow loads have been considered for this WEBS 2x4 SPF No.2 design. WEDGE Left:2x6 SPF No.2 4) This truss has been designed for greater of min roof live Right:2x6 SPF No.2 load of 16.0 psf or 2.00 times fiat roof load of 35.0 psf on BRACING overhangs non-concurrent with other live loads. TOP CHORD 2-0-0 oc purlins(2-2-0 max.). 5) All plates are MT20 plates unless otherwise indicated BOT CHORD 10-0-0 oc bracing:2-10 6) 'This truss has been designed for a live load of 20.0psf WEBS 1 Row at rtlidpt 5-14,7-14 on the bottom chord in all areas where a rectangle REACTIONS (size) 2=5-08,(min.2-15),10=5-08,(min. 3-06-00 tall by 2-00-00 wide will fd between the bottom 2-15) chord and any other members. Max Horiz 2=-88(LC 12) 7) Provide mechanical connection(by others)of truss to Max Uplift 2=-178(LC 7),10=-178(LC 8) bearing plate capable of withstanding 178 lb uplift at joint 2 and 178 lb uplift at joint 10. Max Grav 2=2330(LC 1),10=2330(LC 1) 8) This truss is designed in accordance with the 2015 FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 International Residential Code sections R502.11.1 and (lb)or less except when shown. R802.10.2 and referenced standard ANSUTPI 1. TOP CHORD 2-23=-5906/424,3-23=-5885/436. 9) Graphical puffin representation does not depict the size 3-4=-5284/341.4-24=-5183/348, or the orientation of the purtin along the top and/or 5-24=-5110/358,5-25=-3724/309. bottom chord. 6-25=-3627/321,6-26=-3627/321, LOAD CASE(S) Standard 7-26=-3724/309,7-27=-5110/358, 8-27=-5183/348,8-9=-5284/341, 9-28=-5885/436,10-28=-5906/424 BOT CHORD 2-16=-420/5583,15-16=-275/4485, 14-15=-275/4485.13-14=-239/4485. 12-134-239/4485,10-12=-353/5583 WEBS 3-16=-818/169.5-16=-17/820, 5-14=-1551/197,6-144-74/1759, 7-14=-1551/197,7-12=-17/820, 9-12=-818/169 NOTES 1) WMnd:ASCE 7-10:Vuft=117mph(3-second gust) Vasd=92mph,TCDL=5.0psf:BCDL=5.Upsf:h=24ft.Cat. II:Exp B:Enclosed:MWFRS(envelope)exterior zone and C-C Exterior(2)-0-6-0 to 3-3-10.Interior(1)3-3-10 to 15-2-6.Exterior(2)15-2-6 to 22-9-10.Interior(1) 22-9-10 to 34-8-6.Exterior(2)348-6 to 38-6-0 zone: cantilever left and right exposed.end vertical left and right exposed;C-C for members and forces&MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 This design is based upon parameters shown.and is for an individual budding component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of the Building Designer. Budding Designer shalt verify all design information on this sheet for conformance with conditions and requirements of the specific building and governing codes and ordinances. Building Designer accepts responsibility for the correctness or accuracy of the design information as it may relate to a specific building.Certification is valid only when truss is fabricated by a UFPI plant Bracing shown is for lateral support of truss members only and does not replace erection and permanent bracing. Refer to Building Component Safety Information(BCSI) for general guidance regarding storage.erection and bracing avadabte from SBCA and Truss Plate Institute. DATE 12/22/21 PAGE 1 REQ.QUOTE DATE 12/22/21 ORDER# ORDER DATE j / / QUOTE# 21041317B _ DELIVERY DATE it / / CUSTOMER ACCT# , HAFF0974 DATE OF INVOICE / / CUSTOMER PO# OR LLC ORDERED BY David Fagnand INVOICE# UFP Belchertown, C DESIGNER ; L David Hawk TERMS 155 Bay Road,PO Box 945,Belchertown.MA.01007 SUPERINTENDENT ;David Fagnand SALES REP I Brian Tetreault Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# 1(413)527-2693 SALES AREA Massachusetts/ _ Fleury Lumber JOB NAME:Vollinger Pole Barn LOT# SUBDIV: s 231 Main Street PO Box 289 MODEL: TAG:Roof JOB CATEGORY: Residential D T Easthampton,MA 01027 DELIVERY INSTRUCTIONS: ° (413)527-2693 Vollinger Pole Barn H SPECIAL INSTRUCTIONS: F, 7 Florence,MA 01062 BY DATE BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT i 00-03-15 REQ.LAYOUTS REQ.ENGINEERING QUOTE DH1 112/22/21 Roof Trusses END CUT}._RETURN LAYOUT , // PLUMB I NO GABLE STUDS O IN.OC JOBSITE 1 JOBSITE 1 CUTTING DH1 12/22/21 LOADING TOLL-TCOL-BCLL-BCOL STRESS INCR.ROOF TRUSSES INFORMATION 35.0,15.0,0.0,10-0 r 1.00 ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) PROFILE QTYI PITCH I TYPE BASE I 0/A LUMBER OVERHANG CANTILEVER STUB UNIT TOTAL PLY I ID SPAN SPAN TOP I BOT I LEFT j RIGHT LEFT 1 RIGHT PRICE PRICE COMMON 1 y�1 271 4.00 0.00, TO1 38-00-00 38.00-00 2 X 4,2 x 4100-06-00 00-06-00 • ROOF SUB-TOTAL: ACCEPTED BY SELLER I ACCEPTED BY BUYER SUB-TOTAL PURCHASER: BY: TITLE: I BY: JOB ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL Quote is based on current design values at the t me o-f quote(Cumber,-twe,nardware,etc). Should any of these values change prior to completion of this project, UFP Belchertown.LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts,stamped bracing diagrams are NOT included BUT can be provided for an additional charge. Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the agreed upon payment terms PURCHASE ORDER POLICY: Purchase orders are valid for a period of 30 days.Orders moved past a 30 day period are subject to price review to current market conditions. A Exiting Barn • ■ 38' Outside of Post to Outside of Post -------' 13'6" ---- Measured Wall to center of Post 13'0" • • 18'0" 13'6" Measured Center of post to center of post MI 13'6" 9,0„ Measured Center of post to center of post 11'6" 12'0" • 4 x 6 PT Post on existing Footing 6 x 6 PT Post on Precast Wall • Telephone Pole Posts LVL Beam (3) 1 3/4" X 11 7/8" LVL Date: Scale: NTS DWG By: Tim L. _T. Luce Subject: Post Framing Plan CONSTRUCTION, LLC. "Serving the Pioneer Valley" RE: Project: Vollinger Pole Barn gill f V K ' r` j MEMBER REPORT PASSED �y.. , A Level,Floor: Drop Beam A" 3 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:52'6' 0 0 try a , z 13'6" 18' )11 9 4, 12 y 0 0 0 ® 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 20012 @ 13'6" 22838(6.00") Passed(88%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 9097 @ 14'8 7/8" 13622 Passed(67%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -29955 @ 13'6" 30788 Passed(97%) 1.15 1.0 D+1.0 S(Adj Spans) Design Methodology:ASD Live Load Defl.(in) 0.529©22'7" 0.600 Passed(L/408) -- 1.0 D+1.0 S(Alt Spans) Total Load Defl.(in) 0.717 @ 22'7 11/16" 0.900 Passed(L/301) -- 1.0 D+1.0 S(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Column-SPF 6.00" 6.00" 1.56" 1599 4342 5941 None 2-Column-SPF 6.00" 6.00" 5.26" 5872 14140 20012 None 3-Column-SPF 6.00" 6.00" 4.42" 4654 12157 16811 None 4-Column-SPF 6.00" 6.00" 3.26" 3265 9131 12396 None 5-Column-SPF 6.00" 6.00" 1.60" 1750 4333 6083 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 13'2"o/c Bottom Edge(Lu) 3'3"o/c •Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 52'6" N/A 18.2 -- 1-Uniform(PSF) 0 to 52'6"(Top) 19'6" 15.8 40.0 Snow Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Tim Luce ForteWEB Software Operator Job Notes 12/22/2021 4:54:20 PM UTC David Fagnand Pole Barn Fleury Lumber Co.,Inc. Florence,MA ForteWEB v3.2,Engine:V8.2.0.17, Data: V8.1.0.16 (413fieur umberco527-269 File Name: Tim Luce Pole Barn Fleurylumbercompany@charter.net Weyerhaeuser Panes 1 / 1 'i'l t U K I t4rLj MEMBER REPORT PASSED ‘75642 Level,Copy of Floor: Drop Beam ,� 3 piece(s) 1 3/4"x 11 7/8"2.0E Microllam®LVL Overall Length:52' - + 0 0 iii 13 13 6" 13'6" , 12' 4, 1❑ l] ❑3 ® ❑5 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location mowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 16710 @ 13' 22838(6.00") Passed(73%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Drop Beam Building Use:Residential Shear(Ibs) 7242 @ 11'9 1/8" 13622 Passed(53%) 1.15 1.0 D+ 1.0 5(Adj Spans) Building Code:IBC 2015 Moment(Ft-Ibs) -20558 @ 13' 30788 Passed(67%) 1.15 1.0 D+1.0 S(Adj Spans) Design Methodology:ASD Live Load Defl.(in) 0.217 @ 6'2 5/8" 0.421 Passed(L/697) -- 1.0 D+1.0 S(Alt Spans) Total Load Defl.(in) 0.290 @ 6'1 9/16" 0.631 Passed(L/523) -- 1.0 D+ 1.0 S(Alt Spans) • Deflection criteria:LL(L/360)and TL(L/240). • Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Snow Total Accessories 1-Column-SPF 6.00" 6.00" 1.62" 1726 4426 6152 None 2-Column-SPF 6.00" 6.00" 4.39" 4805 11905 16710 None 3-Column-SPF 6.00" 6.00" 4.04" 4279 11093 15372 None 4-Column-SPF 6.00" 6.00" 4.22" 4603 11442 16045 None 5-Column-SPF 6.00" 6.00" 1.50" 1565 4087 5652 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 19'7"o/c Bottom Edge(Lu) 13'5"o/c •Maximum allowable bracing intervals based on applied load. Dead Snow Vertical Loads Location(Side) Tributary Width (0.90) (1.15) Comments 0-Self Weight(PLF) 0 to 52' N/A ] .1 1-Uniform(PSF) 0 to 52'(Top) 19'6" 15.8 40.0 Snow Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Tim Luce i ForteWEB Software Operator Job Notes _ 12/22/2021 4:54:08 PM UTC David Fagnand Pole Barn Fleury Lumber Co.,Inc. Florence,MA ForteWEB v3.2, Engine:V8.2.0.17, Data: V8.1.0.16 fleurylumbercompany@charter.net 527-269 File Name: Tim Luce Pole Barn Weyerhaeuser Perna 1 / 1 Commonwealth of Massachusetts 1ivision of Professional Licensure Riiilding Regulations and Standards ,.., .; , r. ti' Supervisor CS- 140 5 5 Expires : 07/15/2022 TIMOTHY J LUCE 1, 1 90 WOODBRIDGE STREET SOUTH HADLEY MA 01075 C r ....... ..... Commissioner ccf % 'fr"ammoliulef Office of Consumer Affairs & Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE: Individual Registration Expiration 149288 12/14/2021 TIMOTHY J LUCE TIMOTHY J. LUCE 'f�•' 90 W OODBRIDGE STREET SOUTH HADLEY, MA 01075 Undersecretary