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36-005 (2)
22 FOREST GLEN DR BP-2016-1446 GIS 4: COMMONWEALTH OF MASSACHUSETTS Man:Block: 36-005 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category ADDITION BUILDING PERMIT Permit# BP-2016-1446 Project 4 JS-2016-002489 Est.Cost: $14150.00 Fee: $140.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Coloration License: use Group: Homeowner as Contractor Lot Size(sq. tt.): 15550.92 Owner: GAINAGNE PP IER Zoning: Applicant: GALVAGNI PETER AT: 22 FOREST GLEN DR Applicant Address: Phone: Insurance: 22 FOREST GLEN D DR (413) 529-1918 0 FLORENCEMA01060 ISSUED ON:6/l3/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:FAMI LY ROOM ADDITION POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: plcicr: Footings: Rough: Rough: House# Foundation: nthcwav Final: Final: Final: Rough Frame: Gas: Fire Depart:urnu Fireplace/Chimney: Rough: Oil Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED IfY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 6/13/20160Gcim Slli.no 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 1ouis Hasbrouck—Building Commissioner File NBP-2016-1446 Ok ftaA (�f UtCUJ APPLICANT/CONTACT PERSON GALVAGNI PETER / ADDRESS/PHONE 22 FOREST GLEN D DR FLORENCE (413)529-1918 Q PROPERTY LOCATION 22 FOREST GLEN DR MAP 36 PARCEL 005 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid C4(14 900.0' 7f`/c1(7 Building Permit Filled out Fee Paid Tvpeof Construction: FAMILY ROOM ADDITION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF9WMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance' Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demoli 'on Delay Signa of Bu ding I Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. . Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. FtC i.2 Department use only '"�,��✓ City of Northampton Status of Permit: b��� • Building Department Curb Cut/Driveway Permit _ 7 ' 212 Main Street Sewer/Septic Availability Room 100 WaterANell Availability o°mtutirou lNS F worvs Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Adtlress. This section to be completed by office 9 ^ or-es --\ Gken Map Lot Unit S Aoce IX t_ 1 r O. Zone Overlay District t , \ Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Pekes— - AING(-er\ (0a\vact ni 10 Man\pc_r1 GAreeek Narrint LfM 42,r.^ l r91UWW Current Ma Ctl"r 1 n1 1 CO Cr/Telephone Signature 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building / 3 J 000 — (a)Building Permit Fee 2. Electrical 5-00 (b)Estimated Total Cost of 7✓V Construction from(6) 3. Plumbing Building Permit Fee y/ 4. Mechanical(HVAC) ( / 5. Fire Protection N+ stc L 6. Total=(1 +2+3+4+5) /V/T6 - Check Number 30C16- This 0Gc5This Section For Official Use Only Building Permit Number: Date Issued: Signature. Building Commissioner/Inspector of Buildings Date Section 4. ZONING ALL Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size /5Th)' ... .. tJ.. -°t - . ' Frontage 70 .. _13 Setbacks Front dS J-2 Side L: ./0 R: 3Y L: r0 R: it Rear i/'O %t/Q Building Height /t 1,f • Bldg. Square Footage Sig % /910 • Open Space Footage % Lot area minus bldg&paned /g2 3:4 /3 74 parkinel i / ^ LS of Parking Spaces .2.... • Fill --6--- .. .--19--- (volume&Loeation) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW ® YES O IF YES, date issued: IF YES: Was the permit recorded at the Re•'s of Deeds? NO O DON'T KNOW f-T4, YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ® DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained © , Date Issued: C. Do any signs exist on the property? YES O NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO NI IF YES, describe size, type and location: 'V E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition © Replacement Windows Alteration(s) D Roofing ❑ Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [C] Decks [p Siding[C] Other[CI BrieWork: Description of Proposed i9mr/y n M 4 776.m..../ am/ Work: T\ KQ9 // Alteration of existing bedroom Yes No Adding new bedroom Yes L-------.(1 Attached Narrative Renovating unfinished basement Yes Uct Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: J Number of Bathrooms c. Is there a garage attached? no 22 i .lr d. Proposed Square footage of new construction. � 5(L Dimensions 027 X /6 e. Number of stories? 1 f. Method of heating? Ci 03 Fireplaces or Woodstoves Number of each g. Energy Conservation Complianc/e. (/`` nO Masscheck Energy Compliance form attached? h. Type of construction 67161/ YTOne �n I. Is construction within 100 ft. of wetlands? Yes 1 No. Is construction within 100 yr. floodplain Yes K No j. Depth of basement or cellar floor below finished grade D k. Will building conform to the Building and Zoning regulations? /✓Tres No I. Septic Tank City Sewer )Q Private well City water Supply la SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, "(,Q$Q11 64\l)Q(/ft , as Owner of the subject property ��'(((��� 11 �V1 ` , , 11 hereby authorize ' 1 \u�}�Q LI) W\n�`e to act on my behalf, iti all matters relative to work authorized by this building permit application. G 5--/e. Sig at re of Owner Date i, UC2A (0cl\ JOu fu , as Owner/Authorized Agent hereby declare that the statemerksJand information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pain nd penalties of perjury. bNucer\ u.\vcaaf<( Print igna r of Owner/Agent QV Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable C Name of License Holder: License Number • Address Expiration Date Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable 0 Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the bulfd ing permit. Signed Affidavit Attached Yes No ❑ 11. - Home Owner Exemption The current exemption for`homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780. Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the buildino permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances, St,tteand Local Zoning Laws and State of Massachusetts General Laws Annotated. • Homeowner Signature/Vitt/Lc The Commonwealth of Massachusetts rat= Department oflndustrialAccidents Office of Investigations dl= 1 Congress Street, Suite 100 '"r Boston,MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Orgafniization/Individual): o�O.('QP 1u‘tVtrtni Address: pg YO( Vit. 77 0..pA DCI City/State/Zip:ctp(Qfl[p OC\tk OIObA Phone #: He 519(1-1916 Are you an employer? Check the appropriate box: Type of project(required): I.❑ I am a employer with 4. n I am a general contractor and I 6. E New construction employees (full and/or part-time).* have hired the sub-contractors listed on the attached sheet. 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8. ❑ Demolition workingfor me in any capacity. employees and have workers' 9.)4Building addition [No workers' comp. insurance comp. insurance. I jequired.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3. am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.D Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic. #: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby ce ify under the pains and penalties of pE- �E perjury that the information provided above is true and correct / p Signature: ULp A. COc d Q-1.9 h C Date: 5 J Phone#: 5�_ 1Gi8 �f Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License # Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150k Address of the work: 90 f0 fP - G \e n, The debris will be transported by: PcoC Gu uCt8Y1t The debris will be received by: Reflect- U0Api Rectic hr GevcF� Building permit number: / Name of Permit Applicant (k[�11 G \UQu ni ork .► ta •' A : U Date Signature of Permit Applicant City of Northampton s = Massachusetts 3s` c• �, di; • DEPARTMENT OF BUILDING INSPECTIONS 'tj4' 212 Hain Street • municipal Building a� \„.. Northampton, W. 01060 hY ISCqY” INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWI EDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s)who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footi gs (before backfill), sonotube holes (before Dour). a rough building inspection (before work is concealed), insulation inspection (if reauiredl and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas)the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made r I, esc2t1 Gov)°, (�1 understand the above. (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date 4Ito Address of work location Da 7 r oces* (p QGW-e— Ocen(e O0. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire. express or implied, oral or written." An employer is defined as"an individual, partnership. association, corporation or other legal entity. or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual, partnership, association or other legal entity. employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MOL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary, supply sub-contractor(s) name(s), address(es)and phone number(s) along with their certificate(s) of insurance. Limited Liability Companies(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under'Job Site Address"the applicant should write"all locations in (city or town)." A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 7406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 7-2013 www.mass.gov/dia -NOTE- THIS PLAT IS COMPILED FROM DEEDS, PLANS AND OTHER SOURCES AND IS NOT TO BE CONSTRUED AS AN ACCURATE SURVEY AND IS NOT TO BE RECORDED. BUILDING LOCATION ACCURACY IS NOT GUARANTEED NOTE: SUBJECT TO EASEMENTS AND RIGHTS OF WAYS OF RECORD. -11 0 m 194.99'± o BOOK 9391, PAGE 223 o o o PLAN BK. 56, PG. 24 r- 7yd29 / 2H- 193.58'± 193.58'± / 0 m TO: QUICKEN LOANS Sc CONNECTICUT ATTORNEYS TITLE INSURANCE COMPANY TO THE BEST OF MY INFORMATION, KNOWLEDGE AND BELIEF I HEREBY REPORT THAT I HAVE EXAMINED THE PREMISES AND BASED ON EXISTING MONUMENTATION ALL VISIBLE EASEMENTS, ENCROACHMENTS AND BUILDINGS ARE LOCATED ON THE GROUND AS SHOWN AND THAT THE BUILDINGS ARE ENTIRELY WITHIN THE LOT LINES, EXCEPT AS NOTED. I FURTHER REPORT THAT THE PROPERTY IS NOT LOCATED WITHIN A FLOOD PRONE AREA AS SHOWN ON FEDERAL FLOOD INSURANCE MAPS FOR COMMUNITY #250167 —NOTE— SURVEYOR: V. = THIS PLAT FOR MORTGAGE LOAN PURPOSES ONLY AND DOES NOT CONSTITUTE A PROPERTY SURVEY iN a —MORTGAGE LOAN INSPECTION PLAT— NORTHAMPTON, MASSACHUSETTS RANDALL E. -4 PREPARED FOR izPETER L. & KAREN A. GALVAGNI SCALE: 1"=40' AUGUST 29, 2014 • gua, HAROLD L. EATON AND ASSOCIATES, INC. REGISTERED PROFESSIONAL LAND SURVEYORS 235 RUSSELL STREET — HADLEY — MASSACHUSETTS = David Thibodeau roof truss quote Today at 6 41 AM keith a tardy Keith, attached are the roof trusses. Let me know if you have any questions. Lead-time on these is 1 1/2-2 weeks. Thanks again, Dave Dave Thibodeau Outside Sales rk MILES Inc 21 West St Route 5 North West Hatfield, MA 01088 Cell 413-588-8241 Contractor Sales 413-247-7450 Fax 413-247-8338 Visit us online at rt rk MILES S r 22'Tees 2 le he Tine elt the each Think before zh s e . a- . 04) REQ.QUOTE DATE I I / ORDER# ORDER DATE / / QUOTE# 1 160417368 DELIVERY DATE , 1I CUSTOMER ACCT# : LMCWRKMI DATE OF INVOICE t / / CUSTOMER PO# I Beichertown, BY Andy Clogston INVOICE# UFP Beichertown, LLC 1 TERMS ISS Ray Road,PC Box 545,Bekhemvn,MA,Omar SUPERINTENDENT 'Andy Clogslon SALES REP Brian Tetreault Phone:413323.7247 Fax:413323-5257 JOBSITE PHONE# I ( ) - SALES AREA I Massachusetts/ R.K. Miles-Hatfield JOB NAME:Wintel LOT/t SUBDIV: 24 West St MODEL: TAG: JOB CATEGORY: ResIdential Hatfield,MA 01038 DELIVERY INSTRUCTIONS: (413)247-8300 Wintel SPECIAL INSTRUCTIONS: Northampton,MA BY DATE JILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 01'00.00 REO,LAYOUTS REQ.ENGINEERING QUOTE ART 04/14/15 Jot Trusses END CUT: RETURN NONE I I _ I LAYOUT /1 PLUMB I NO GABLE STUDS 24IN.OC 1 I JOBSITE I 1 CUTTING ART 104/14/16 ROOF TRUSSES LOADING wa rcLxa-. eca f sxcss xm ROOF TRUSS SPACING 24.0 IN.O.C. '.j INFORMATION 40,0000,001o0I 1.15 PROFILE F±QTY TYPE BASE 0/A LUMBER OVERHANG CANTILEVER I STUB,,,, I UNIT TOTAL PLY ID SPAN SPAN TOP 1 eor I LEFT I RIGHT LEFT I Ni{;HT PRICE PRICE r \'',, s 6,00 0,001 GABLE 27-00-00 27woo 12 xs 2 4 01•00.00101-00-00 L.... i 'fill 11* I II] 6001 0001 TOl GE , 27-00.001 27-00-00 IP X612 X&i 01 I I 1 1 ROOF SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER ! SUB-TOTAL( _ PURCHASER: - I BY: TITLE: BY: ADDRESS: i f TITLE: _ _ DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL Quote is based on current design values at the time of docile{lumbar,EW P,hardware,etc). Should any of these values change prior to completion of this project, UFP Betchenown,LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 15 DAYS. AFTER 15 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. i Truss mss Hay Fly Thrinampton MA !16041)]68 Tc1 IFINK I6 1 Universal Forest ProductsJob Reference(optional) IDIVK05 tl2Eb2 76405 Feb 222016 MRek Industries.Inc Thu Apr 14 0604:272016 Paoe 1 -1Lq 6-6-10 q - _ryHOPb7gHtt2Ot6HCcOzSAT 04EL 17rDHOoYa1lLBclJNNwmj7dOmzlltOo '140' 1360 20-5-6 ... 27-0-0 28-0-0 6-6-10 - 611.6 6-116 -_ 6-6-16 Scale=1501 601'- 6x60 6 4x106WOC 9 6'2 7 26 I 2x4 0 25 2x4 O No 4 0 AqIs f 426 sn 9 1f f0 0 IIS __ I • �� 4 14 23 __t3 24 12 _.. 3x4= 3x6= 3x4-- 4210 II 4210 II 8-10-7 . 18-1-9 _ 27-0-0 8-10-7 9-3-2 8-10-7 ' Plate Offsets(%11)-- 12.0-3-6.Edgel,H 0:0-5-14,Edgel TCLL LOADING(ps40 0 i SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP (Roof Snow�0.0) Plate Grip DOL 1.15 TC 671 i Vert(LL) -0.3912-14 >834 240 . MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.61 • Vert(TL) -0.6112-14 s530 160 BCLL 0.0 - Rep Stress Ina- YES WB 0.21 Horz(TL) 0.09 10 Na Na BCDL 10.0 Code IRC2009/lPI2007 (Matrix-M) Wind(LL) 0.0512-14 >999 360 Weigh[127 lb FT=4% LUMBER- BRACING- TOP CHORD 2x6 SPE Not TOP CHORD Structural wood sheathing directly applied or 3-3-12oc purlins. BOT CHORD 2x4 SPE 2100F 1.5E ROT CHORD Rigid ceiling directly applied or 10-0-O cc bracing. WEBS 2x4 SPF Not MiTek recommends that Stabilizers and required cross bracing SLIDER Left 2x6 SPF No.2 2-5-12,Right 2x6 SPF No.2 2-5-12 be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (b/size) 2=1805/0-5-8 (min.0-2-134 10=1805/0-5-8 (min.0-2-13) Max Hors 2=81(LC 8) Max Uplift2=78(LC 8), 10=-78(LC 9) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-3=-501/40.3-4=-2669/503,4-25=-2417/485,5-25=-2274/492,5-6=2270/509, 6-7=2270/509,7-26=-2274/492 8-26=-2417/485,8-9=-2669/503,9-10=-501/40 BOT CHORD 2-14=-3262265,14-23=-128/1628,23-24=-128/1628, 13-24=-128/1628, 12-13=-128/1628, 10-12=-326/2265 WEBS 4-14=-558239,6-14=-129/870,6-12=-129/870,8-12=-558/239 NOTES- 1)Wind.ASCE 7-05', 100mph.TCDL=5.Opst BCDL=5.0psf h=24ft',Cat II',Exp E',enclosed;MWFRS(low-rise)and C-C Exterior(2) cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip DOL-1 33 2)TCLL:ASCE 7-05;PF==40.0 psf(fiat roof snow);Category II;Exp B;Partially Exp.',Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 16 0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6)-This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,10. 6)This truss Is designed in accordance with the 2009 International Residential Code sections 8502.11.1 and R602.102 and referenced standard ANSIRTPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job 'T ss -__ .Toss type _ -- ION ]IIy :Northampton.MA - - - ,160417388 ITO1GE GABLE Universal Forest ProductsJob Reference(optional) ID:VkeSq tlpFb2_rgHOPb7 7 650 s Feb22 7016 MRek Industries.Inc Thu Apr 140804.232018 Page^ gHrLzOISI-poMt74lzweaosQg4_RKSOk7CKaOINZZKrS9PF?Ept)9 (11--0, _- 13-6-0 _ _ _. 27-0-0 13-6-0 ..13-60 - 1-0-0 6x60 Scale=1E19 600 10 x67- g • i1 g ,.9 6 4xfi C 12 fi 32 33 14 efil IIS 5 ' 15 7 Ire 4 girl 6Pv- t 16 4x4 G 1111 I I 1•T4 354 C J 11 3T2 9� �T3 17 q' 2 •1 911 ah2 GT1 t9 Cil $ 18 10 . : 11)1^15-531353h T hhhh/3l3 5529 -T%SST.7g .A-ICA 3x0- d 3? 30 29 28 27 26 2524 23 22 21 20 3x8 ''I 3x4- F _ __ - 27-0-0 _-. _ 27-0-0 Plate Offsets(X Y)- 12:0-2-1C0-2-1],(8:0-2-13.Edge1,112:0-2-13.Edpe],118:0-5-2.0-2-11 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. TOLL 44.0in (loc) IltleO LelPLATES GRIP (Roof Snow=40.0) Plate Grip DOL 1.15 TC 0.07 Vert(LL) -0.00 19 n/r 180 I MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.04 Vert(TL) -0.00 19 n/r BO BCLL 00 * Rep Stress lncr YES We 0.20 Horz(TL) 0.00 18 vile vile BCLL IDD Code IRC2009fTPI2007 (Matrix) I Weight: 1501b FT=4% LUMBER- BRACING- TOP CHORD 2x6 SW No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 co purlins. BOT CHORD 2x4 SPF 2100E 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 I IdiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SPF No.2 be installed during truss erection,in accordance with Stabilizer SLIDER Left 2x6 SPF No 21-11-9, Right 2x6 SPF No.2 1-11-9 Llnstallation guide. REACTIONS. All bearings 27-0-0. (Ib)- Max Horz2=79(LC 7) Max Uplift All uplift 100 lb or less atjoint(s)2, 18,27,28,29,30,31,25,23, 22,21,20 Max Gray All reactions 250 lb or less at joint(s)26,30,21 except 2=339(LC 1), 18=339(LC 1),27=335(LC 2),28=327(LC 2),29=270(LC 2),31=370(LC 2), 25=335(LC 3),23=327(LC 3),22=270(LC 3),20=370(LC 3) FORCES. (lb)-Max_Comp/Max Ten -All forces 250(lb)or less except when shown. WEBS 9-2]=295/65,7-28=286/94.4-31=-300/144, 11-25=-295/65. 13-23=-288/94, 16-20=-300/144 NOTES- 1) OTES1)Wind.ASCE 7-05;100mph;TCDL=5.0psf;BCDL=5.Opst h=24ft;Cat.II;Exp B;enclosed:MWFRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed,C-C for members and forces&MWFRS for reactions shown',Lumber DOL=1.60 plate grip DOL=1 33 2) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or suit qualified building designer as per ANSI/TPI 1. 3)TCLL ASCE 7-05,Pf=40.0 psf(Oat roof snow):Category II,Exp B;Partially Exp;Ct=1.1 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 1.5x3 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 2-0-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10)'This truss has been designed for a live load of 20 Bog on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2, 18.27,28,29. 30,31,25,23,22.21,20. 12)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 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