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05-039 (9) BP-2023-1448 551 KENNEDY RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 05-039-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-1448 PERMISSION IS HEREBY GRANTED TO: Project# NEW GARAGE 2023 Contractor: License: Est. Cost: 80000 ART BUILDERS 108871 Const.Class: Exp.Date: 01/20/2025 Use Group: Owner: D STONBERG RICHARD P&JUDITH Lot Size (sq.ft.) Zoning: WSP Applicant: ART BUILDERS Applicant Address hone: Insurance: 311 BRAINERD ST 413-262-9217 WCC-500-5015171 SOUTH HADLEY, MA 01075 ISSUED ON: 10/26/2023 TO PERFORM THE FOLLOWING WORK: 2 CAR DETACHED GARAGE 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 5111 • • ),2 . Fees Paid: $115.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner File #BP-2023-1448 APPLICANT/CONTACT PERSON:ART BUILDERS 311 BRAINERD ST SOUTH HADLEY, MA 01075 413-262-9217 ' `����i a.� ✓ PROPERTY LOCATION 551 KENNEDY RD MAP:LOT 05-039-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $115.00 Type of Construction: 2 CAR DETACHED GARAGE New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade cYcl THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO TION 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 Perinit DPW Storm Water Management Demolition Delay • //71.7 M. /7 7-023 Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's urden 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. 41-Ids: i r21r.7 Tf i r erikt- c ,i S, The Commonwealth of Massa, use OCj �� 7.0): Board of Building Regulations a.d Staa rds 1 `�✓ R 6 NICI'ALITY Massachusetts State Building Code, •:01,c �0�3 E Building Permit Application To Construct, Repair,Reno . olish a Revis•d Mar 2011 One-or Two-Family Dwelling 4:A ,s,„,c ' This Section For Official Use Only '?sogv& p ':14i Buildin Permit Number: 0-,3 • /5"1/ Date Applied: 7� //& ID ZG ZaZ3 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property pe Address: 1.2 Assessors Map&Parcel Numbers S-IteOheCI c 4i Leeds, Mob 1.1 a Is this an accepted street?yes t , no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided Zo ` 23,.yI 9 1e-7`1 ` 2° ' 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public El Private 0 Zone: Outside Flood Zone? Municipal 0 On site disposal system l0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: R c l,.a.s-8 -Sfi nki e-y Leas, I►Zik OUo 3 X Name(Print) City,State,ZIP 61 ee-N (Rd., W 3- ON -/ S9 / 1 i CkSteta<C563c MA4.04r+c No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 23( Demolition 0 Accessory Bldg. 0 Number of Units Other 0 Specify: Brief Description of Proposed Work2: B ,i\c cko,, 2 Ccj' co< _, SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 7 c,,0(3Q 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ t/ f OCkJ ❑Standard City/Town Application Fee 0 Total Project Cost3(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5. Mechanical (Fire $ r Total All F Suppression) 0 � Check No. Check Amount: f b .) Cash Amount: 6.Total Project Cost: $ g p,000 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) ff C5-10 83)1 I o f 0/z.o2�5 _''�.,,�1 License Number Expiration Date Name of CSL Holder List CSL Type(see below) U Type Description No.o.and Street 1 C x U Unrestricted(Buildings up to 35,000 cu �—C.�l�k e O A ) 0 ' V 1 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding --�-� I n - SF Solid Fuel Burning Appliances 41/3 2g2 9 2J 7 Qi' 1d ck i 1C1!`2(,�-ii‘ceoWl oo k I Insulation Telephone Email address e C-0 r`''• D Demolition 5.2 Registered Home Improvement Contractor(HIC) Art RA,i)cle Cs l L- r c. 1835 oo I0/le1/2625 HIC Registration Number Expiration Date HIC Company Name or HIC Rpgistral Name 3 I !.S ft.LAA e•c S a-rtk Wei" 1\"( &ac plc' �st1 l�Stint 1. AAA, 01 O-1 c 13 '2-6 2 2 1-7 Email address r� City/Town,State,ZIP Telephone SECTION 6: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 building permit. Signed Affidavit Attached? Yes No 0 SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize 44,4,4„, JC! to act on my behalf,in all matters relative to work authorized by this building permit applt ation. �iG4.ar'c� sroKb //3e/23 Print Owner's Name(Electronic Sign re) Date SECTION 7b:OWNER'OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this a plication is tru and accurate to the best of my knowledge and understanding. r /0// C/20 23 trwner's or uthorized/Age 's Name(Electronic Signature) Date NOTES: I. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms .Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" The Commonwealth of Massachusetts ':-. yl Department of Industrial Accidents = wl'•= I Congress Street,Suite 100 +:_ �7 Boston, MA 02114-2017 r www:mass.gov/din Nutters'Compensation lniuraace Affidas it: Bo i dersi"Contractors.EkctriciantiPlutubers. TO BE f11..E0 WITH1111.Pii(NI I'I IMG AUTHOR'tl. Applicant Information (� (� Please Print I.iLibh Name(Husuresvorgatuution ledividual): P et a )�``�'e, i �1C • Address: 3 1 l 8 G'G.,,tome,4 5 , City/State/zip; .4, ►-t4 ('O I0 i 5 Phone#: /3 2 Z. -9 2 Are pee as employee?('heck Ihe7appropriate m Type of project(required): I.2 1 am a crrtpkwa with ensployers(full'ram part-war)-• 7. 0 New construction 2 fl I am a sole proprietor or psnnenhep and have no employees winking for me m g. 0 Remodeling any capacity [No workers'comp.snaumnai "spiral I la I am a huixiwrter doing all work myself.[No workers'comp.insurance rectuerrted.j' 9. El Demolitionna 4.o homeowner I am a and will be hiring ctm cui tractors to tli ct all work on my/nopaty. I will 10❑Budding addition cure this all contractors either have worker'coaspensittnm utauranet or are sok I I a Electrical repairs or additions proprietors with no employees 12.0 Plumbing repairs or additions 5 f3 I am a general contractor and I base hared the sub. ontrirlton listed on the anre'ltittl sham t I Roof t.7 These subcontracion haw employees and has c wswlrrs'cumyr.an.uianee.t repairs 6.0 W. r�ai'e are a co puun and it.otri.. r.has a.xeIL:bed thew nght ut excmplion pet MIA_a 14.0 Other_ I5" It 4).and we hasv no sznplus'ees.(No sooner'..wnp insurane.rev(uievt.I 'Any applicant that clocks boa al must alai till out the section below show ing their*mints'compensation pulse),udiwmation tluittuwatem who submit this aortas it usdatatinit they are doing ail wurk and then hire outside etattra.tues most submit a new atfsdas it udicating such 1C'ontracton that check this box must attached an additional sheet whirs ing the name of the sub-contractors and state is hcther or not those cntrttes has'e .npkryeca. If the+uh-.ontrstati s base employ.x..die}rms.!pros uie their worl.ers'.very+ pohey number I am an employer that is presiding wormer'compensation insurance for my employees. Below is the policy and job site information. --- Insurance Company Nature: 11 .�-L 1"' ► 1 I UtLekil .e 1 Y Ce. CO, Policy#or Self-ions.Lic.#: VV CC.`9)0—SO(5 (71—ZC C2 I Expiration Date. Pd//'1 / 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 MGL c. 152,§25A is a criminal violation punishable by a fine up to SI,500.00 and/or one-year imprisonment,as well as civil penalties in the foam of a STOP WORK ORDER and a fine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify uniler,Ihe! tin and pen its of perjury that the in/ornratn►n provided above is true and correct. SignatiirL•: l)aii 1y���� / Z3 Phone x: ! 3 - 2v 2- 9211 Official use only. Do not write In this area.to be completed hr city or town official ('its or Town: Permit/License tt Issuing authority (circle one): I. Board of Health 2. Building Department 3.City/Town('krk 4.Electrical Inspector 5. Plumbing Inspector G.Other ( ontact Person: Phone d: City of Northampton 0.YHAMp, � Massachusetts �� << lc w - � • 4 'xi DEPARTMENT OF BUILDING INSPECTIONS � 212 Main Street • Municipal Building Northampton, MA 01060 Est-� 3,'D‘‘‘° 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: "i:<i)A Z 3� �=G-- fee) , 160- "J , e Ua Ia geGac.1w) The debris will be transported by: Name of Hauler: Signature of Applicant: t��e Date: 10/02/202-3 �....41 ARTBUIL-01 TENNIS ACORO CERTIFICATE OF LIABILITY INSURANCE DATE /DDIYYYY) �/ 10/13/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CNTACT CAOME: AXiA Insurance Services PHONE (413)788-9000 FA'( 413 .0 84 Myron Street (NC,No,Ext): Wc,No):( )886190 Suite A ADDREss:info@axiagroup.flet West Springfield,MA 01089 - INSURER(S)AFFORDING COVERAGE NAIC INSURER A:MSA Main Street America Assurance Company 29939 INSURED INSURER B:MAIL Mutual Insurance Co._ Art Builders Inc INSURER C: _ ' 311 Brainerd St INSURER D: - South Hadley,MA 01075 INSURER E: ,INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLISUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD i YWD POLICY NUMBER IMMIDD/YYYYI (MMIDD/YYYvj LIMITS A X COMMERCIAL GENERAL LIABILITY I EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 13pT0050U 1 O/12/2023 10/12/2024 PREMISES(EaENTED ooaxrenoe) $ 500,000 MED EXP(Any one person) $ 10,000 _ PERSONAL&ADV INJURY 1,000,000 GEM_AGGREGATE LIMIT APPLIES PER: I I GENERAL AGGREGATE $ 2,000,000 X POLICY PRO- 1LOC 2,000,000 JECT PRODUCTS-COMP/OP AGG $ OTHER: EPLI $ 10,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT I (Ea acdden $ ANY AUTO _ _BODILY INJURY(Per person) ,3 AUTODES ONLY SCHEDULED SULED BODILY INJURY(Per accident) $ _ AUTEOS ONLY I AUTOS ONLY PROPS ntpAMAGE HA— (tPree-r ) i$ UMBRELLA LIAB OCCUR EACH OCCURRENCE 19 ' EXCESS LIAB CLAIMS-MADE AGGREGATE $ BED RETENTION$ $ B WORKERS COMPENSATION i - PER OTH- AND EMPLOYERS'UABIUTY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN WCC-500-5015171-2022A 10/14/2023 10/14/2024 E.L EACH ACCIDENT $ 500,000OFFICER/MEMBE.ft EXCLUDED? NIA 500 000 (Mandatory in NH) E_.L DISEASE-EA EMPLOYEE $ ' If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Proof Of Coverage THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 9 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 41, tt'4iroe Z�aK File #,45 APPLICANT/CONTACT PERSON:STONBERG RICHARD P&JUDITH D 3Q 9Q 551 KENNEDY RD LEEDS, MA 01053 � PROPERTY LOCATION 551 KENNEDY RD 1.1/ e 23 MAP:LOT 05-039-001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $30.00 Type of Construction: ZPA -CONSTRUCT 2 CAR GARAGE AND BREEZEWAY New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON ►u (-014 4)(t INFORMATION PRESENTED: L'µ`WEIT.,v K 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 Demolition Delay 7a7/ture of Building Official 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. Now or Formerly PAUL J. REITANO 1 1 fHdF 448 Book 12652,Page 268 9 N 81°01'02 E 199.90' A. 1" ‘ SALVINI a u , 3832 •/ 15'Zoninj Set-Back Line__ __ __ _- _- f 1-1-3.79' 4.10' —--— oG'" ' PROPOSED 1 v t, c. I 24'X 24' I GARAGElg. IZ SHED tiJ 1 0 I z 1 a i o o Z fitly, R N1 / �. IN �, o `./ N / ��G 1 a. ,,,C o =I - / PARCEL AREA I Q �, ,HOUSE / 26,950.3 Sq.Ft. i € _ I /NUMBER 551 c° G / t o` O m; It- - 3 z jd : or A z o O ± a N I / I '>s 1 1-4 d I 1 1 I • 1 II L --_---------IS'ZoningSet-Back Line ___ J c Y .-P / ‘-',P .Ve , '00 S 80°40'20 W 172.77' • Now or Formerly CITY OF NORTHAMPTON REVISIONS: DATE: SALVINI Associates,LLC RICHARD P. STONBERG , Illl,,,i.(,u Land Sun eyors-Wetland Scientists-Land Use Consultants JUDITH D LEEDS 585 Route 20-P.O.Box 742-Chester,Massachusetts 01011 551 Kennedy Road, Northampton, MA PERMIT PLAN DATE: 4-I8-2023 SCALE: 1"=20' LEEDS - STON5ER& RESIDENCE KENNEPY ROAD LEEDS, MA B.Zlo.23 GARAGE ADDITION INDEX Al Ground Floor Existing Conditions SI Foundation Plan AZ Prorosed Garage 2e 6reezeway Plan 52 Framing Plans A3 Elevations 53 Section A4 Elevation S4 Detail A5 Plan and Schedules S5 Portal Wall Petails - Attic Storage Trusses D. L. GROSE & ASSOCIATES nesigotit,g Fton.es for a Lifeti•a•.e 267 SINGLETARY LANE•FRAMINGHAM•(500)872-9670 GENERAL NOTES L Fm.nmons and Dr.n,,.: The Jnwiys ors m4nnlnd only to morns w the bar for 6.Sof.ty: The Contractor sb4 to r sP.nrYl.for safety on tin.Jot ate,seal will take a dwndna the of the .f..d how lino t.I of wit 'v./The wool shwa to loon.Hat the set.and work a r.a..nrM Jrnn tondo when the mace. r.H .. r.. y y w. . Centreeter wA Ina r.sronatl4 for ofoouy tartan',stomas and motho4 to..mrl.t.the Conk...tor,s'Wont. Safety and Access'ors w4 Y+rost.d at'Ma',onsets,.of Has at. y work,mount to tits rrrrml of the Owns(See Note 02 tobw). Verify ad.ntmanaone Ad.safety r.rlatww era to to strictly f.lbwel teethed.of..notnotcon and ar.e4w of w..- mdrtatonl on Jnwin?m with F.0 ntmommens hsfore fanner..or or4..a,motorails. atrrctursi mstaroU Is Ha Gntrsmtxrs rosrenatrtty. U a s De not sale Ame,s.Nmeeaoae shown aro from fees of friary...marline of rest.or face 7. Int..tr Drwanefs anal .ra.feeateons are mk.nd.J to rondo the kolas for ram. O. 0 of.."crate*doss Alwyn.,natal .e.rle4en of the work an6Na for the,at4nde4 ass of tins enema. Anytl.y net wrr.erly co w S set forth Yet..Molt Is 4 reasoroMy,nyY. or nsoesery for H,s rare rarfa'aaw at the Q NEW GARAGE 2.Str..t eel pr..,naa S4r.trral drew,,*are to to read moll th..a sa sat of drawly. repot.h.A 4.wrArd.l # SEE PAGES AZ-A*3 51-55 �. • ,.G.1a Cooney with errhw4e soles rn4 tarlatan.. of*Sava.*how,pnelawna iretww. Rao...14 ear*has lawn talk.., the rr rora4an of ad. Aran,* and are a w «{,....ari t e Soa. toms of mer.otan rents, art....and am ..drr mmrneotane to Oweer pad Hewer*,Hower there a r. al no rsntae most humor,error one for coon k a11,Hr/tr.ram ,mr.r/tr..halt . i m m Donavan the Gntnmter shad.Amok o4 Amon...and dotal.sad moot renfy all eendrbaas.AT.roan. C'1 a and 4ts44,arid.most..nfy A4.onl4ew and 4imaaano at the Werkey (0 m "' 4.remit*: prey for.anon,and ray for rerm,ts,,f rga.l,to eerform the were. J n _ r. 9.D.Ya Romero all Rome all...treat.,44Yro off a W..te or store,n amb. m oat..anor moneys!. A O Clean and*woos all.onstrre4on ro..t tin.;,tell of well wo kJry. kerns that*Ahern dolma is remand from adpewt rrororta. ♦ 1y�ts 'I'? U ' a F E 1 t _17— _ a 6 f' �— Drnr,1 5r.ea.J Perth Peak Entry __...._.3 L_� T FJ ___, ... 4 l 1.(7) W p OL J �� 11L_ e.W lb d O 6 Desk 7 < •V1 Z ,.. , a L Lrnt .....„ 6.Jroom m \ 0 S \ , Doak GROUND FLOOR EXISTING CONDITIONS PLAN PSI 5<al.: 3/16t Li fv, 1 1 1-- Go " q46. b• N 1 2 e ic.....4 6 i I 1- -,---i_____Ay____ -I lI of — r-----1 , ,.... 1 9 3 a INA4 GEL,/ , So I I � � � - il 1 1 7 T-• 1 N 1111 >o a 3 3 I a it II 1 O p A - z t g n ff --I S C X p Z _ .. 1F r ,ik VIIP A DATE a.ns5 GARAGE ADDITION D. L. G R O S E & ASSOCIATES 9GAlL, Ma' PROPOSED GARAGen•AN nesigwewg Hones for a Lifetinee tk_ , LEERS-STONBERG RESIDENCE WITH ET/0511146 H0D`'e 267 SINGLETARY LANE•FRAMINGHAM•(505)072-9670 051 KENNEW ROAD,LEEDS,MA I A : : I f-il C.: R . lElly O I IHI i 111! i / - k D ' • -- i a IF i g q � IA:'r�."a WE 1� d �. ■ham 1 L= IRE El Iwee� IIIII W ' 1Illa O s \ J N i' films JYS .- i�lllllll I O It 1MIl_ k 1 I., i M. 41) O g yg PAT 64020 GARAGE ADDITION D. L. G R O S E & ASSOCIATES Desigwiwg Monies for • Lifetime 8set� I CC1� •}' ��p/� 6 /� PROrO�WEST Jr NORTH ELEVATIONS L4P9-S ONDER&RI IDENCE 267 SINGLETARY LANE•FRAMINGHAM•(508)872.9670 051 KENNEDY ROAD,LEE.DS,MA r 1 4 i goy lob: 'q. F f 71" I o s 1 ' °s N 6 fi y g PATE+ e*S GARAGE ADDITION len/51 5: D. L. GROSE & ASSOCIATES �, Des.gw.wg Momez for • Lifetime d�=' PROr ��O ELEVA11045 LE S-STONDERG ReeIDeNCE 261 SINGLEIARY LANE•FRAMINGHAM•(505)872-9610 051 KENNEDY ROAD,LEERS,MA 2,�• e r ram• ,,-,. q,_,. `L 4 a ,vs' N N I • \ I. <::-.> - L t v2 $ \ t o y e 0I jliNit a'�tpe'-d Z �" to 0 1 .� A V O i s ,. x . f % a 1- a ? m pg i Z VI v4% _ _ . I p z O VIP r f R (.0 PAM 8,8225 GARAGE ADDITION SALL: V4' 1 D. L. GROSE & ASSOCIATES Rtv1540r15: GARAGE PLAN nesigwiwg ttorres for a Lifetime In °"s' LEE129 5TONBERG RE5IDENGE rJGHEDIA E5 167 SINGLET AaY LANE•FRAMING HAM•(50e)871.9e 70 551 KENNEDY ROAD,LEE125,MA P. YX4 @ IG'04.stud wall / C2)05 Co.tr..oae @ Tar f A--1/ // /./ 6x6 W.W.M Grade \ Ql O. O= i u,°F Z Z4'-e 1e I Q ' / TYPICAL STEPPING rTG -\ —r---- �++_ � c(seeoETALe mow) / *4 vaw.Is @ 4Z'oO.C. N o t W �i._ ' z TCr OF rTG I `� Tor Or rrs JYI u" / C2).5 Ce.+aiweoe @ 6tt o .ni .a ♦ $ — 8 tl \ -•—— V— O .-. k TOW TOr OF rrG iow a OR MINNS a 440 $ 1 TOW V ap v IN op a-e-8' a 44' u TYPICAL 5ECTION THROUGH FROST WALL AT Se 2 'FTor Or etAe Tor OF Sue Y Tor Or FTG scALe: 3/4" u 3 —I CONTROL JOINT 3 c el.DV I O Z TOW Ai 4 1 a-I'4• CC 4'GONG 5L13 K a owe ae crews WI GU W.WM a g } , ..,_ a B'-0 TOTOW#„a GfeNMS •4 TOW r. MANTAN TIGKNE55 Or LLII FOOTING IN VERTICAL OM' z �\ i e r— \ O gg PETAL@ 5Terrev rOOTINGS F Be T e, t Tor Or rTG ,. 9 2' / Z 7' /3 NO OCALG p� O a 4'o' 3 IgI� Tor Or rrG t 11 _ O is..? ie a �i z c ea ew.4 c..a re".daae.— a IV flh ff/"cc /WExx .„ n[xr GARAGE rOUNDATION PLAN y ,xe®,a r,' SCALE: 4' U \ :' SI o1; E%li rcD w-r rags.*CAR WALL-5@ rAse 9e MR P TA1.s rAGe 08 y IIi UU UN•■■i■■■UUU■I iI >1 II 1 II II A i II v II Ii v Pi A I • R I 111.11.1111111111111.111111111111.111111111111111 ril Dl? F o rrL.D.OULT rORTAL 511*M WILL-xe rA6e ss role PrTAL9 rAGe 96 I I 1 1 1 II 1 1 1 1 1 r a r X 1 1 1� 0 i 0 £L � � 1 _ O. 9 y NU I U N Z ® U r r id HI "y 1 1 i 11 11 eF 1 S LE mm wa y i 1 I 1 1 I I I I I I I Iy Y tr, c i ` A BAR ` 1° GARAGE ADDITION D. L. GROSE & ASSOCIATES 0 %ALL,9/16• REV1510145 GARAGE FRAMING PLANS nesigwiwg Er•re6 for • Lifetime Nau LEERS-5TONI3ERG RESIDENCE ATTIC TRUSSES 267 SINGLETARY LANE•FRAMINGHAM•(506)672-9670 001 KENNEDY ROAD,LEERS,MA (p N E _ r 1 X j:s, Q ,1 , rn 0 , I WALL HEIGHT 0 / E , AI m li a v / DATE: 6J9.29 GARAGE ADDITION V4' D. L. GROSE St ASSOCIATES RE &ARAGI°OEGTION nesigsLn.g MoH.es for a Lifetime LEER -STONBERG RESIDENCE 267 SINGLETARY LANE•FRAMINGHAM•(50e)e72-9670 55I KENNEDY ROAD,LEERS,MA toy W ', Q • U, O= CD oy z toy Q o • co Y to S � OCD p � • \ Q n 11 —I16 8.COX FWD ROOF SHTG ATTIC TRU Jei 24°OG (See CNGINEGRING PROVIDED 5Y MANUPAGTURCR) (a-. H2.5A HURRICANE TICS @ EACH RAJTCR lD RIR `.( CONTINUE PLYWOOD TO TOR PLATE o V4' u� S� z s � OIL 5/8"TCXTURC 1-11 SIDING 5q 1' 0 ( 2X4 16"O.G STUD GEARING WALL lD m I� � Z DETAIL ac GARAGE WALL/TRUSS SAVE SCALE: I I/2 ° I I 4 iffy v nccnr �� fY1WEn S4 i� y No 2661)Q us w s // /,•\ \ / /'s\ \ U. x / , \ \ / / \ \\ i os 0 \ / v // // \\ \ / // •\\ \\ y V Q Gega.ra ter rkt. •' // / ` \ •\ \\ 1 •(a o (2)l Oi .1 V19 kd MAIM.. I '15 o • w �.ear. .y ,.d. esr Tom,* / / I I \ \ w t i (Or(2)2X12) // / 7 T �\ \\ y m a rattan km,skrd wear to mhk ' ( / ! i7' \ ) 4, ~ o m . (b)44 ads CM,/ I / � progi � '� \\I -I S J u ry ra °Il'M @ b' pirroir...1 L5TA24 H..Jar-ts•Jrek•strJ di treks. n,towdara ee fl�1111 ° 001 .�.,..�.�..,. ad.m y,nd raker*as strewn /� ( � : ::::::,. 41 • • • ' D (latNll.n bek«Js no*lawn on«4 , .I.vat,ea) 1,�i QQ00 pppL(( f-- ,� �� t' -1 < 2x4 @ 1(i'o.G OW w.p xx� I- 3 3 Q 10 (Y)2 X 10 t..dar a ,A�j �i IC Mom(2)2r4 pek studs N r,// DD 4 5.. a far addiweal r.,nr.msnt.. r / C �' > r 0� 1 i'40 r u�V.rkMtly e,nntad swtka,(lie ans) Q�/I(Arrly TI-1ear rwo.k a.f.& 0 0 2x4@ 14'act Stud wJ �1 0 • t 1--- „,opV2�Mekero antk ------------- 4 0 . 4 amr..a er K 4risk.m ak.r. 2,•a, , ~ 41 g ooc (Q9 0k- oc Y EXTERIOR ELEVATION SIDE ELEVATION iS tr FIELD-GUILT PORTAL WALL DETAIL —ATTIC TRUSSES SCALE: 3/4" e) Bawd on IRO Z015 ri'.R(,OZ.10.4".4 Method c -rr o Ts Naillnl not shown to Ins In accordance.with table.R6•02.3 g1 ot AWEN Nn ,. R 1 I I 1 N I • 1 1 I I I 1 I Now orrFora, I LEGEND PAUL J.RLITANO 1 I AMY 1.REITANO 1 0 Iron Pipe(found) Book l_n•_P�zne 1 • Iron Pipe Oaf) Ca.e.e.I.Yl.Ofib Fl. ear le n.xaenecae eel.+Of.* 1 Comput.d Pain, 1 x tw B.tio-hnel I I 1 I • 19790 N 81°SIn1i�- Eeliurc�-'—I I SZ_eL--. I-t— • I II SPED III g m .�."JO .. __ v FARCE!.AREA Iilt 6l � 26950.3 Sq.FI . I II y i Pi No.aPmMy CITY OF NORTHAMPTON I y qp9 ___ SZS I t4 _�— LM+ lr_1* S�.eplow }�4.p. .%, No.PIP.aIy CRY OF NORTHAMPTON Plan Of Land In Northampton, Massachusetts Surveyed Far RICHARD P.STONBERG Now.P..nly JUDITH D LEEDS MATHANIEL Y.ARAI KATHERINE A.FIRST See Deed Book 2848,Peg* 18/ Roil sme,n.P,ler n March 10, 2022 Scale: 1' = 20• Surrey By: � 'Pti•.'i�/ RICHARD I.ueAaaeaSON � i.� i' Go..,.vr....,d•N Boo. Sul.:I•-:a o 20 eo nee w."n.e•.e Pm ® \w>..p.n.4.elnhee THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Corporation Registration Expiration 183500 ;:. 10/19/2025 ART BUILDERS,INC. DEOCLECIO F.ARTUR p ,r 311 BRAINERD ST ':" SOUTH HADLEY,MA 01075 Undersecretary Registration valid for individual use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 1000 Washington Street -Suite 710 Boston,MA 02118 • Not valid without signature Commonwealth of Massachusetts 1 Division of Occupational Licensure Board of Building Re lations and Standards n #as Coayrvisar CS-108871 * E ii s:O t12li12025 DEOCLECiO . 311 BRAINERD SOUTH HAD*Y b'Y'rOtsvai):3- Commissioner d Vt�2,pu - V-- Construction Supervisor Unrestricted-Buildings of any use group which contain less than 35,000 cubic feet(991 cubic meters)of enclosed space. 1 Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. For information about this license Call(617)727-3200 or visit www.mass.govidpl CONTRACTOR QUOTE PRINTED ON: 09/14/23 PAGE 1 QUOTE # Q2306001 DATE QUOTED:09/14/23 ENNEE.NG 181 GOODWIN ST VALID UNTIL: 09/28/23 CORPORATION PO BOX 51027 Job: CAMPORA INDIAN ORCHARD, MA 01151 MANUFACTURERS OF ROOF & FLOOR TRUSSES 50 KENNEDY RD Phone(413)543-1298 Fax(413)543-1847 Toll Free(800)456-0187 NORTHAMPTON, MA Quote To:Kelly-Fradet Lumber - East Longmeadow Requested By: COREY ELDRIDGE 557 North Main Street P.O. Box 277 East Longmeadow, MA 01028 Attn:COREY ELDRIDGE Quoted By: John Goodrich Phone: (413) 785-1558 ROOF TRUSSES LOADING TCLL-TCDL-BCLL-BCDL STRESS INCR. ROOF TRUSS SPACING:24.0 IN.O.C.(TYP.) LAYOUTJFG 09/14/23 INFORMATION 35.0,10.0,0.0,10.0 1.15 QTY PITCH TYPE BASE 0/ASHIPPING UNIT PROFILELUMBER OVRHG/CANT PLY TOP BOT TRUSS ID SPAN SPAN TOP BOT LEFT RIGHT HEIGHT WEIGHT ATTIC 00-11-00 00-11-00 A11 10.00 0.00 Al 24-00-00 24-00-00 2 X 6 2 X 6 11-04-05 134 dIIIIIh.. ATTIC 00-11-00 00-11-00 2 10.001-04-05 178 0.00 AlA 1 G E 24-00-00 24-00-00 2 X 6 2 X 6 Truss Engineering Corporation(TEC)strictly adheres to the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific specifications unless clearly defined otherwise in writing by TEC. SUBTOTAL This product list is Truss Engineering Corporation's INTERPRETATION of plans and drawings as supplied to us. No responsibility is taken or implied by TEC for the structural integrity of the structure below the trusses or the affects of TEC's product on the structure as a whole. The building ownerlowner's agent is solely responsible for verifying all WIDE LOAD/ dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC immediately of any discrepancies. Truss Engineering Corporation is NOT responsible for ESCORT FEE field verification of dimensions or special conditions. The building owner/owner's agent is responsible for coordinating all construction details between trades. The truss installer shall follow all BCSI recommendations,construction document specifications as well as any site specific GRAND TOTAL requirements to ensure safe and proper installation. No loading shall be applied to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and ' permanent bracing(as required by the construction documents). Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses,including but not limited to bearing locations and requirements, ply to ply nailing,lateral web bracing,and truss spacing. No trusses supplied by Truss Engineering Corporation may be cut,drilled,or altered in any way without first contacting TEC and receiving engineering documents allowing such. *** THESE DRAWINGS HAVE BEEN REVIEWED AND ARE APPROVED AS AN ORDER *** Approved By: Approval Date: PO#: Requested Delivery Date: 24_0 0.00 r\) > > > m c.) Job Truss Truss Type Qty Ply CAMPORA Q2306001 Al Attic 11 1 50 KENNEDY RD NORTHAMPTON,MA Truss Engineering Corp.,Indian Orchard,MA 01151 Run:8.62 S Jan 27 2023 Print:8.620 S Jan 27 2023 MiTek Industries,Inc.Thu Sep 14 11:12:51 Page:2 ID3hEds58QCZJe77w99vKAxizA19fJobpKmiuFoW07QIWf J43_1r43edJmrrZSKFBVyd18B -0-11-0 3-8-8 1 3-1-12 1 2-7-9 12-6-301 2-6-3 12-7-921 3-1-12 1 3-8-8 24-11-0 0-11-0 0-11-0 10-0-0 5xe 1 7 161r 4x4 1.11 4x4 2x4 6 A1 8 2x4 19 -.i',.. -'10, 20 17 4x6 5 2x4 9 2x4 N- ' co 2x4 4x6 n- 0 4 N 10 3 • q 4 11 2 Ai4 Aii21 12 0-8- 1 1 `® *, 13 4x6 16 15 14 4x6 4 3x6 M18AHS 5x12 3x6 17-1-12 ' 6-10-4 i. 10-3-86 10-4 1 Scale=1:81 Plate Offsets(X,Y): [2:0-1-10,0-1-14],[6:0-2-1,0-2-0],[8:0-2-1,0-2-0],[12:0-1-10,0-1-14] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) -0.41 14-16 >687 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.81 Vert(CT) -0.61 14-16 >466 180 M18AHS 142/136 TCDL 10.0 Rep Stress Incl. YES WB 0.25 Horz(CT) 0.03 12 n/a n/a BCLL 0.0* Code IRC2015/TPI2014 Matrix-R Attic -0.30 14-16 >409 360 BCDL 10.0 Weight:135 lb FT=10% LUMBER BOT CHORD 2-16=-37/1770,15-16=0/1444,14-15=0/1444, 5) All plates are MT20 plates unless otherwise indicated. TOP CHORD 2x6 SPF No.2 12-14=0/1643 6) This truss has been designed for a 10.0 psf bottom BOT CHORD 2x6 SPF 1650F 1.5E WEBS 9-14=0/882,5-16=0/882,6-17=-1688/74, chord live load nonconcurrent with any other live loads. WEBS 2x4 SPF No.2 8-17=-1688/74,3-16=-448/177, 7) *This truss has been designed for a live load of 20.0psf BRACING 11-14=-449/178 on the bottom chord in all areas where a rectangle TOP CHORD Structural wood sheathing directly applied or NOTES(12) 3-06-00 tall by 2-00-00 wide will fit between the bottom 2-2-0 oc purtins. 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) chord and any other members. SOT CHORD Rigid ceiling directly applied or 10-0-0 oc Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;Cat. 8) Ceiling dead load(10.0 psf)on member(s).5-6,8-9, bracing. II;Exp B;Enclosed;MWFRS(envelope)exterior zone 6-17,8-17 JOINTS 1 Brace at Jt(s):17 and C-C Exterior(2)-0-11-0 to 2-1-0,Interior(1)2-1-0 to 9) Bottom chord live load(40.0 psf)and additional bottom 9-0-0,Exterior(2)9-0-0 to 14-9-15,Interior(1)14-9-15 chord dead load(5.0 psf)applied only to room.14-16 REACTIONS (lb/size) 2=1554/0-3-8,(min.0-2-10), to 21-11-0,Exterior(2)21-11-0 to 24-11-0 zone; 10)This truss is designed in accordance with the 2015 12=1554/0-3-8,(min.0-2-10) cantilever left and right exposed;C-C for members and International Residential Code sections R502.11.1 and Max Horiz 2=216(LC 11) forces&MWFRS for reactions shown;Lumber R802.10.2 and referenced standard ANSI/TPI 1. Max Gray 2=1665(LC 23),12=1665(LC 24) DOL=1.60 plate grip DOL=1.60 11)Attic room checked for U360 deflection. FORCES (lb)-Max.Comp./Max.Ten.-All forces 250 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 12)All Plates MiTek 20 Gauge G60 Galvanized Unless (lb)or less except when shown. II;Exp B;Partially Exp.;Ct=1.10 Noted TOP CHORD 2-18=-2293/0,3-18=-2143/0,3-4=-2094/0, 3) Unbalanced snow loads have been considered for this LOAD CASE(S) Standard 4-5=-1956/0,5-19=-1391/35,6-19=-1268/64, design. 8-20=-1268/64,9-20=-1391/35, 4) This truss has been designed for greater of min roof live 9-10=-1955/0,10-11=-2094/0,11-21=-2142/0, load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on 12-21=-229210 overhangs non-concurrent with other live loads. Job Truss Truss Type Qty Ply CAMPORA 02306001 A1GE Attic Supported Gable 2 1 50 KENNEDY RD ' NORTHAMPTON,MA Truss Engineering Corp.,Indian Orchard,MA 01151 Run:8.62 S Jan 27 2023 Print:8.620 S Jan 27 2023 MiTek Industries,Inc.Thu Sep 14 11:12:53 Page:3 ID:BT2z9M WF8n5NbcDwwCtC91 zA19B-kNGyznknYjuasuU5K6tngcfW DGp2 W58HFQYvopydl88 -0-11-0j, 24-11-0 6-10-4 9-5-13 12-0 0 j 14-6-3 117-1-121 24-0-0 1 6-10 4 2-7-9 1 2-6-3 1 2-6-3 1 2-7-9 1 6-10-4 k k 0-11-0 0-11-0 5x5 6 1 ` 4x4 W t 4x4 5 7 1012 35 a z a• 36 24 4x6 4 8 4x6 r` i0 3 STlS S15 9 S P4 S P4 ST3Wt WtST6 ST2 S 2 1 S 10 1 ,0-8 1 u u v 11 4x6 23 2237 2120 19 18 17 16 1514 3813 12 4x6 j 17-1-12 7x8 J 24-0-0 Scale=1:79.9 6-10 4 10-3-8 6 10-4 Plate Offsets(X,Y): [2:0-1-10,0-1-14],[10:0-1-10,0-1-14],[17:0-4-0,0-4-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) Ildefl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.27 Vert(LL) n/a - n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.19 Vert(CT) n/a - n/a 999 TCDL 10.0 Rep Stress Incr YES WB 0.34 Horz(CT) 0.01 10 n/a n/a BCLL 0.0* Code IRC2015/TP12014 Matrix-R BCDL 10.0 Weight:178 lb FT=10% LUMBER Max Gray All reactions 250(lb)or less at joint 1) Wind:ASCE 7-10;Vult=117mph(3-second gust) TOP CHORD 2x6 SPF No.2 (s)13,14,19,21,22 except 2=479 Vasd=92mph;TCDL=5.0psf;BCDL=5.0psf;h=25ft;Cat. BOT CHORD 2x6 SPF 1650F 1.5E (LC 20),10=479(LC 21),12=276 II;Exp B;Enclosed;MWFRS(envelope)exterior zone WEBS 2x4 SPF No.2 (LC 1),15=524(LC 21),16=405 and C-C Corner(3)-0-11-0 to 2-1-0,Exterior(2)2-1-0 to OTHERS 2x4 SPF No.2 (LC 19),18=326(LC 19),20=624 9-0-0,Corner(3)9-0-0 to 14-9-15,Exterior(2)14-9-15 to BRACING (LC 20),23=276(LC 1) 21-11-0,Corner(3)21-11-0 to 24-11-0 zone;cantilever TOP CHORD Structural wood sheathing directly applied or FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250 left and right exposed;C-C for members and forces& 6-0-0 oc purlins. (Ib)or less except when shown. MWFRS for reactions shown;Lumber DOL=1.60 plate BOT CHORD Rigid ceiling directly applied or 10-0-0 oc TOP CHORD 2-3=-576/49,3-4=-354/72,4-35=-562/80, grip DOL=1.60 bracing. 5-35=-425/93,5-6=-317/57,6-7=-317/60, 2) Truss designed for wind loads in the plane of the truss JOINTS 1 Brace at Jt(s):24 7-36=-425/93,8-36=-562/80,8-9=-354/59, only. For studs exposed to wind(normal to the face), 9-10=-576/37 see Standard Industry Gable End Details as applicable, REACTIONS All bearings 24-0-0. BOT CHORD 2-23=-47/328,22-23=-47/328, or consult qualified building designer as per ANSI/TPI 1. (Ib)- Max Horiz 2=-216(LC 10) 22-37=-47/328,21-37=-47/328, 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category Max Uplift All uplift 100(lb)or less at joint(s) 20-21=-47/328,19-20=-47/328, II;Exp B;Partially Exp.;Ct=1.10 2, 10,13,19,21,22 except 18-19=-47/328,17-18=-47/328, 4) Unbalanced snow loads have been considered for this 12=-109(LC 13),15=-276(LC 13), 16-17=-47/328,15-16=-47/328, design. 20=-232(LC 12),23=-108(LC 12) 14-15=-47/328,14-38=-47/328, 5) This truss has been designed for greater of min roof live 13-38=-47/328,12-13=-47/328, load of 16.0 psf or 1.00 times flat roof load of 35.0 psf on 10-12=-47/328 overhangs non-concurrent with other live loads. WEBS 8-15=-604/249,4-20=-604/255 6) All plates are 2x4 MT20 unless otherwise indicated. NOTES(14) 7) Gable requires continuous bottom chord bearing. r,,nri.,,,oa nn n,,, z Job Truss Truss Type Qty Ply CAMPORA Q2306001 Al GE Attic Supported Gable 2 1 50 KENNEDY RD NORTHAMPTON,MA Truss Engineering Corp.,Indian Orchard,MA 01151 Run:8.62 S Jan 27 2023 Print:8.620 S Jan 27 2023 MiTek Industries,Inc.Thu Sep 14 11:12:53 Page:4 I D:BT2z9MWF8n5NbcDwwCtC91 zAl9B-kNGyzn knYjuasuU5K6tngcfWDGp2 W58HFQYvopydl88 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 fora live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint (s)10,19,22,13,2 except(jt=lb)15=276,20=232, 23=107,12=109. 12)This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 13)Attic room checked for U360 deflection. 14)All Plates MiTek 20 Gauge G60 Galvanized Unless Noted LOAD CASE(S) Standard