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35-027 (10) BP-2022-0422 1040RYAN RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 35-027-001 CITY OF NORTHAMPTON Permit: Addition PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit # BP-2022-0422 PERMISSIONISHEREBYGRANTED TO: Project# GARAGE Contractor: License: Est. Cost: 66000 HOMETOWN STRUCTURES 98186 Const.Class: Exp.Date:08/03/2023 Use Group: Owner: J KLATSKY MICHAEL &SHERRI Lot Size (sq.ft.) Zoning: WSP Applicant: HOMETOWN STRUCTURES Applicant Address Phone: Insurance: 627 SOUTHAMPTON RD 4135627171 WCC-500-5026065 WESTFIELD, MA 01085 ISSUED ON:04/22/2022 TO PERFORM THE FOLLOWING WORK: 24X28 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: Ir �r � � . . Fees Paid: $134.40 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner The Commonwealth of Massachusetts / Board of Building Regulations and Standards APR ?2 FOR w Massachusetts State Building Code, 780 CMR•._. ?a�MLJ' FOR LITY 1�, USE Building Permit Application To Construct,Repair,Renovate Or Deiliolis ,,a .Revised Mar 2011 One-or Two-Family Dwelling ' ' , :�, This Section For Official Use Only Building Permit Number:(ljP— •"y 3 D.. Date Applied: Veu ii,J � �5 /7# y- 2&Zozz Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: Rona Assessors Map&Parcel Numbers )b Lib k you 35 - oa -7- (gyp ) 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: U.)SP /UI /0, $90 (4/-) 97 Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provi ed Required Provided ao ' as ' I/ ' vs'+ $:b0• Y . so • 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Informs on: 1.8 Sewage Disposal System: Zone: utside Flood Zone? Public RI ❑ Check if yes❑ Municipal 0 On site disposal system I$' SECTION 2: PROPERTY OWNERSHIP1 2.1 Ownerl of Record: r'1 ickac I d- S1.crr, X I4+.sky F/orcnLe , ,'1/1 Name(Print) City,State,ZIP Jo yo Rya,' AA . 5-7o-Ogy). elickot 1@ cA4ev.Lo/' 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) ❑ Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg. Dil Number of Units Other 0 Specify: Brief Description of Proposed Work': (on sl r- c 4.b,-. c- ck- c Le Z ci cLr s s ur y 1 L); 1 4:-5 (3 kr c c) Or cN -Frus4 - p rU4eC 'rO v.,‘ ,2,4 SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ (n (o, p U u 1. Building Permit Fee: $ Indicate how fee is determined: ❑ Standard City/Town Application Fee 2.Electrical $ ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Total All Fees: $ 4/ i'40 Suppression) r Check No.MO1$ Check Amount: L 3 Cash Amount: le 6.Total Project Cost: $ 0 0 U 0 Paid in Full ❑Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) C S-9�y')$(o FS-_ 3-�o.)3 /n r' D. ) v f 1 Z, License Number Expiration Date Name of CSL Holder 11 g- Q/e c_ n 4 S + List CSL Type(see below) No.and Street r Gn Type Description Groh b ►mil-► 0/0 3 3 U Unrestricted(Buildings up to 35,000 Cu.ft.) y R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances Yi 3-- 5 ,)- 17) 3/32„n ehop'uc k-,sir,,ckres„ I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) ) -1a say -aoda HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name Loa -7 So,�/« ,��.� �, ��nn P ko fiscitic,,0 eon, No.and Street Email address Wrs+cir /�')lq oio s- //3-Sba• 711 / 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 . ❑ 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 / /r ."4°L. v\ 5 r c fc res to act on my behalf in all matters relative to work authorized by this building permit application. H'/9- ?oaa Print Owner's Name(Electronic ' n e) Date SECTION 7b:0 Rl 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 application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Ag is Name(Electronic Signature) Date NOTES: 1. 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.) to')? (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" Commonwealth of Massachusetts IrDivision of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-098186 Expires: 08/03/2023 ANDREW D KURTZ 118 PLEASANT STREET GRANBY MA 01033 / st Commissioner i : 0, A. 4 Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration Type: LLC Registration: 159772 HOMETOWN STRUCTURES, LLC Expiration: 05/26/2022 627 SOUTHAMPTON RD WESTFIELD,MA 01085 Update Address and Return Card. SCA 1 O 20M.05117 Office of Consumer Affalfs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:LLC before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 159772 05/26/2022 1000 Washington Street -Suite 710 HOMETOWN STRUCTURES,LLC Boston,MA 02118 ANDREW KURTZ j C(4,> >1 & 627 SOUTHAMPTON RD /';‘-ev.*A* WESTFIELD,MA 01085 Undersecretary Not valid withoutnature The Commonwealth of Massachusetts i 4 Department of Industrial Accidents =_- ►= 1 Congress Street, Suite 100 '~Fili= Boston,MA 02114-2017 t =t www.mass.gov/dia mass.gov/dia Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Let?ibly Name (Business/Organization/Individual): Hometown Structures Address:627 Southampton Road City/State/Zip:Westfield, MA 01085 Phone #:413-562-7171 Are you an employer?Check the appropriate box: Type of project(required): 1.0 I am a employer with 20 employees(full and/or part-time).* 7. ❑New construction 2.0 I am a sole proprietor or partnership and have no employees working for me in any capacity.[No workers'comp.insurance required.] 8. ❑ Remodeling 3.0 I am a homeowner doing all work myself. [No workers'comp.insurance required.]' 9. ❑Demolition 4.0 I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 El Building addition ensure that all contractors either have workers'compensation insurance or are sole 1 1.0 Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑ROOf repairs These sub-contractors have employees and have workers'comp.insurance.: 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.['Other accessory building 152,§1(4),and we have no employees.[No workers'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. *Contractors 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: Berkshire Insurance Group Policy#or Self-ins.Lic.#:WCC-500-5026065-2021A Expiration Date: 11/27/2022 Job Site Address: 1040 Ryan Road City/State/Zip: Florence, MA 01062 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$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.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certiffy under the pains and penalties of perjury that the information provided above is true and correct. Signature: 2 Date: t/"/9- d o a,? Phone#:413-562-7171 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#: WORKERS COMPENSATION AND EMPLOYERS LIABILITY INSURANCE POLICY INFORMATION PAGE Associated Employers Insurance Company 54 Third Avenue, Burlington, Massachusetts 01803-0970 (800) 876-2765 NCCI NO 40959 POLICY NO. WCC-500-5026065-2021A PRIOR NO. NEW ITEM 1. The Insured: Hometown Structures Inc DBA: Mailing address: 627 Southampton Road FEIN:**-***6332 Westfield, MA 01085 Legal Entity Type: Corporation Other workplaces not shown above: 2. The policy period is from 11/27/2021 to 11/27/2022 12:01 a.m. standard time at the insured's mailing address. 3. A. Workers Compensation Insurance: Part One of the policy applies to the Workers Compensation Law of the states listed here: MA B. Employers'Liability Insurance: Part Two of the policy applies to work in each state listed in item 3.A. The limits of liability under Part Two are: Bodily Injury by Accident $ 100,000 each accident Bodily Injury by Disease $ 500,000 policy limit Bodily Injury by Disease $ 100,000 each employee C. Other States Insurance: Coverage Replaced by Endorsement WC 20 03 06 B D. This Policy includes these Endorsements and Schedules: SEE SCHEDULE 4. The premium for this policy will be determined by our Manuals of Rules, Classifications, Rates and Rating Plans. All information required below is subject to verification and change by audit. Classifications Premium Basis Rates Code Estimated Per$100 Estimated No. Total Annual Of Annual Remuneration Remuneration Premium INTRA INTER SEE CLASS CODE SCHEDULE Minimum Premium $500 Total Estimated Annual Premium $16,249 GOV GOV Deposit Premium $4,230 STATE CLASS MA 2802 State Assessments/Surcharges $16,044.00 x 4.1800% $671 This policy, including all endorsements,is hereby countersigned by — l 11/11/2021 Authorized Signature Date Service Office: The Dowd Agencies LLC 54 Third Avenue 14 Bobala Road Burlington MA 01803 Holyoke, MA 01040 WC 00 00 01 A(7-11) Includes copyrighted material of the National Council on Compensation Insurance, used with its permission. To the best of my knowledge these plans are drawn to comply with owner's and/or builders specifications and any changes made on them after prints are made will be done at the owners and/or In W builders expense and responsibility.The contractor L1 0 shall verify all dimensions and enclosed drawing. (K Z W11N5 Hoer Da/dns6 Wlo DE5155 is not liable for D u.l errors once construction has begun.While every '''o I- Q effort has been made in the preparation of this plan s v N to avoid mistakes,the maker can not guarantee w 3 ut l l k. T.T. c ' ... ' .T.. i l l l l m l l t C l l ' l ' l l ' l l < against human error.The contractor o1 the job must ' ''' , 1 check all dimensions and other details prior to c T— .- , 'r' i construction and be solely responsible thereafter. d tn Y ,I' ''H r-,;',' ;c — -- NOTE:WINDOWS AND DOOR STYLES z ~ ' ARE FOR ILLUSTRATION PURPOSES ONLY LU r ODD Ls) ODD�DOD z0 �: [ 1I I I > w w I I I I LEFT ELEVATION REAR ELEVATION 7 P P ,5 C l C C l C 1. •-t',-r r -' m'. _ 12 . �' , -_ _ W�, ,J` movu =mw$i 81/4 w t o W W , ', 4 < N - - KKK, , d, � 10 w pj —_-- , ,, Z W s W i I ' Z I N ap1N�OZ KC O>m2 F2 -- , , , ,� L._® = - S 9 , R _ ❑❑❑ DATE: it j- Ili III - Ill III ❑❑❑ - 10/27/2021 F f I I 1 -1 SCALE: 1 I 1H in SHEET: FRONT ELEVATION RIGHT ELEVATION W W 0) ncz D W ov Q Dw 2 w 0- Z II� z gl QUi 11 O O 24' L 18' b' 4—„F / \-3 24' Z �' bObB �� 12' -I< 12' .4. Ii p� 3640DH " IiHhIIIllU , Q I I N 1 I g �. o Y. �ATTIG ROOF TRU55E5 II --I@ 24"OG OPEN MAULING' O LINE DF SLOP€D CEILING O Li-Z Y \VI\ IL O GARAGE I 0 ill iV a, UNFINISHEPATTIGSTORAGE p� CI 10'8"CEILING HEIGHT w ry I I n PP __ m 4"POURED CONCRETE FLOOR I _ 3 S 4000 P5I '''T b'..-- _. 12'-I I- b'-• w-U T �I II TO B�VERIIED o z o w 2 • I I I 90aw10 U N Ito,. 1 EIrczi .* I I Np mw�oO 1 w§O=O 1 1 i i oNOZI I I OW � Z lb° 3 DH ~ F —b'b' 11' b'b' b' b' A 24' 6' 1? .l- b' 2a' DATE: FIRST FLOOR PLAN 10/27/2021 SECOND FLOOR PLAN SCALE: 114'-1'0' SHEET: P-2 10 0 f F „z 6 CI I ch 24' 16' *NTT RIDGE VENT si 30 YR ASPHALT SHINGLES ,'. I- —1 ' z 12 NU 156 FELT : PROVIDE 6'6"M.O.FOR 6'0'DOOR Z ATTIC ROOF TRUSSES 0 24"OC . Ali. . . 11- () TO BE ENGINEERED BY MANUF. 6 1/4 12"RAKE /4"CDX SHEATHING 0 1/4) 1.7 LU /2X4 LATH 24"OC 8"POURED CONCRETE FROST WALLS i'n NU 16"X8"CANTO FOOTINGS1— / .. /5/"T&G ADVANTECH Z ILS) / 6"FASCIA o N . wr ` NU 8"VENTED SOFFIT al cr CL) 1/6 2-2X6 TOP P TE / d 1 ..„ '.-- U—EXT STUDS 0 16"OC w 1 -1,114EXCAVATED,„) . 2-2X10 HEADERS/1 / "ArEd b r ' ____________1/2"CDX SHEATHING VINYL SIDING cr ': , . t w APPROX GRADE . i .„ WI HOUSEWRAP § , 2X6 PT SILL NI SEALER W/1/2"X12"ANCHOR BOLTS 0 6'OC s PROVIDE 3'6"M.0.FOR 3'0"DOOR\L. 017it) 1 manz2 t: ElInV;ili nooluzei / t \4"POURED CONCRETE FLOOR PROVIDE lo"M.O.FOR 9'0"OH DOORS I I El.'iii IltIT?1 8"POURED CONCRETE FROST WALLS I n-- '121§9p 4000 PSI 5? 1- I I <4---16"X9"CONT'D FOOTING VW 2X4 KEYWAY -• L / \k— :L gg5 I no 9=r ..., 6'4" 1 V b.-6" 4 .... 24' DATE: 10/27/2021 SCALE: 1/41'.10' SHEET: Fka 11111111M1 Mill A MiTek' MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: HOMETS-21-KLATSKY The truss drawing(s)referenced below have been prepared by MiTek USA, Inc.under my direct supervision based on the parameters provided by Truss Manufacturing-Newington,CT. Pages or sheets covered by this seal: I48251281 thru 148251282 My license renewal date for the state of Massachusetts is June 30,2022. 0,\,1N OF MAssgCti XUEGANG LIU tin4 Ov STRUCTURAL u, No 43283 9 �Q� A90,�. FG/STEPS ���. FSS/ONAI.eC) rym )4(01 October 7,2021 Liu,Xuegang IMPORTANT NOTE:The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s)identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown(e.g.,loads,supports,dimensions,shapes and design codes),which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only,and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1,Chapter 2. Jr Tr TrussTruss Type Qty Ply 148251281 HOMETS-21-KLATSKY T1 ATTIC 13 1 Job Reference(optional) Truss Manufacturing Co, Newington,CT-06111, 8.520 a Aug 27 2021 MiTek Industries,Inc. Thu Oct 7 07:44:00 2021 Page 1 ID:ZDnNCzlZsS1 xAuH?ie]d7OzXN2D-V?IG?5CgbttwbHL9bTMhsvQlh4cNzH6ChRYS25yVt3J 3-1-13 1 5-10-4 I 10-9-0 112-0-0I133-01 18-1-12 1 20-10-3 I 24-0-0 2A-8•p 3-1-13 2-8-7 4-10-12 1-3-0 1-3-0 4-10-12 2-8-7 3-1-13 Q.g.d 5x6= Scale-1:52.4 F 3x5= _ IDG E .^` 0 8.25 W P 1.5x4 II Q 3x10 11 3x10 11 0 H 2x4� o O 2x4 4 c 1 B 12-0-0 ill J iA Allillh6.. I r. • r " r `1 M 4x8= N L 6x8 4x8= 8x8= 8x8= 3-1-13 1 5-10-4 1 18-1-12 20-10-3 1 24-0-0 1 3-1-13 2-8-7 12-3-8 2-8-7 3-1-13 Plate Offsets(X,Y)— [B:0-4-7,0-2-0],[J:0-4-7,0-2-01,[L:0-3-8,0-5-121,[N:0-3-8,0-5-121 LOADING (psf) SPACING- 2-0-0 I CSI. DEFL. in (loc) 1/defl Lid PLATES GRIP TCLL(roof) 35.0 Plate Grip DOL 1.15 TC 0.81 Vert(LL) -0.52 L-N >552 360 MT20 197/144 Snow(Ps/Pg) 27.7/40.0 Lumber DOL 1.15 BC 0.55 Vert(CT) -0.79 L-N >359 240 TCDL 10.0 Rep Stress Incr YES WB 0.59 Horz(CT) 0.02 J n/a n/a BCLL 0.0 Code IRC2015/TPI2014 Matrix-S Attic -0.26 L-N 566 360 Weight:167 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x6 SP 2400F 2.0E TOP CHORD Structural wood sheathing directly applied or 4-10-5 oc puffins. BOT CHORD 2x8 SP 2400F 2.0E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 REACTIONS. (size) B=0-3-8,J=0-3-8 Max Horz B=215(LC 11) Max Uplift B=-92(LC 12),J=92(LC 13) Max Gray B=1693(LC 27),J=1693(LC 28) FORCES. (Ib)-Max.CompiMax.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD B-C=-2633/68,C-D=2322/75,D-E=-1561/157,E-F=48/1137,F-G=-48/1137, G-H=-1561/157,H-I=-2321/75,I-J=-2631/67 BOT CHORD B-N=-123/2215,L-N=0/1583,J-L=13/2092 WEBS E-0=-2949/196,G-0=2949/196,D-N=0/1180,H-L=0/1180,C-N=792/170,I-L=-794/172, F-0=3/260 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=5.0psf;BCDL=S.opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)TCLL:ASCE 7-10;Pr-35.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf(ground snow);Ps=27.7 psf(roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.10 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. to. OF MASS, 6)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 27.7 psf on overhangs y> 9c+ non-concurrent with other live loads. 0� XUEGANG yG 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. u' 8)Ceiling dead load(5.0 psf)on member(s).D-E,G-H,E-O,G-O o LIU -4 9)Bottom chord live load(40.0 psf)and additional bottom chord dead load(5.0 psf)applied only to room.L-N U STRUCTURAL vi 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)B,J. NO.43283 11)Attic room checked for U360 deflection. -0 gFGISTEP�0 42- FSS/ANAL ENC. 56iwyti October 7,2021 A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/1912020 BEFORE USE. Mil Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems.see ANSV1PI1 Duality Criteria,DSB-89 and BCSI Building Component 16023 Swirrgley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway.Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 Jrf s Truss Truss Type Qty Ply 148251282 HOMETS-21-KLATSKY T1GE GABLE 2 1 I Job Reference(optional) Truss Manufacturing Co, Newington,CT-08111, 8.520 s Aug 27 2021 MiTek Industries,Inc. Thu Oct 7 07:44:02 2021 Page 1 ID:ZDnNCziZsS1 xAuH?iejd7ozXN2D-ROP1 QmE47U7erbVXjuP9xKVpquPiRHUV9k1 Y7zyVt3h 8-0 12-0-0 24-0-0 2A-8-a 8-6 12-0-0 12-0-0 0-8-S iiii 3x5= Scale=1:56.1 H G ea 1 8.25 12 AC F AD E K ii L C M �AB. I:_..L,E1,.1 a' N O id AB AA Z Y X W V U T S R Q P 3x6 II 3x5= 318 II 24-0-0 I I 24-0-0 Plate Offsets(X,Y)- [H:0-2-8,Edge],[P:Edge,0-3-8] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) 1/defl Ud PLATES GRIP TCLL(roof) 35.0 Plate Grip DOL 1.15 TC 0.13 Vert(LL) 0.00 0 n/r 90 MT20 197/144 Snow(Ps/Pg) 27.7/40.0 Lumber DOL 1.15 BC 0.11 Vert(CT) 0.00 0 n/r 90 TCDL 10.0 Rep Stress Incr YES WB 0.21 Horz(CT) 0.01 P n/a n/a BCLL 0.0 Code IRC2015/TP12014 Matrix-R Weight:121 lb FT=0% BCDL 10.0 LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 REACTIONS. All bearings 24-0-0. (lb)- Max Horz AB=234(LC 11) Max Uplift All uplift 100 lb or less at joint(s)P,AB,Y,Z,S,R except X=-101(LC 12),AA=-161(LC 12), T=-104(LC 13),Q=155(LC 13) Max Gray All reactions 250 lb or less at joint(s)W,Y,Z,U,S,R except P=253(LC 2),AB=264(LC 28), X=260(LC 20),AA=322(LC 27),T=260(LC 21),Q=315(LC 28) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph Vasd=103mph;TCDL=5.0psf;BCDL=5.opsf;h=25ft;Cat.II;Exp B;Enclosed;MWFRS(envelope) gable end zone;cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33 3)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 consult qualified building designer as per ANSI/TPI 1. 4)TCLL:ASCE 7-10;Pr=35.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=40.0 psf(ground snow);Ps=27.7 psf(roof snow:Lumber DOL=1.15 Plate DOL=1.15);Category II;Exp B;Fully Exp.;Ct=1.10 5)Roof design snow load has been reduced to account for slope. 6)Unbalanced snow loads have been considered for this design. �P\-N OF MgSS 7)This truss has been designed for greater of min roof live load of 12.0 psf or 1.00 times flat roof load of 27.7 psf on overhangs y� 9C non-concurrent with other live loads. O� XUEGANG yG 8)All plates are 1.5x4 MT20 unless otherwise indicated. rr 9)Gable requires continuous bottom chord bearing. 0 LIU 10)Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 0 STRUCTURAL rn 11)Gable studs spaced at 2-0-0 cc. No. 43283 12 is s has en ned for a 10.0 psf ttom chord onconcurrent with any 13) Prtovidesmechan cal connection(byothers)of truss to bearing live load la plate able of withstandingother 100 lb uplift at P,AB,Y,Z,S,R A�0 9�0/STEP�O�<i, 9P P 9P joint(s) � except(jt=Ib)X=101,AA=161,T=104,Q=155. FSS/ONAL NG\ 14)Attic room checked for L/360 deflection. Awl I/1;1A October 7,2021 IMMO A WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev.5/19/2020 BEFORE USE. Design valid for use only with MiTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not14111 a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing MiTek is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSI/TPI1 Quality Criteria,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Safety Information available from Truss Plate Institute,2670 Crain Highway,Suite 203 Waldorf,MD 20601 Chesterfield,MO 63017 I Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 3j4 Center plate on joint unless x,y 6-4-8 dimensions shown in -in-sixteenths Failure to Follow Could Cause Property offsets are indicated. I ft-in-sixteenths I (Drawings not to scale) Damage or Personal Injury En= Dimensions are in ft-in-sixteenths. 1. Additional stability bracing for truss system,e.g. U44 Apply plates to both sides of truss 1 2 3 diagonal or X-bracing,is always required. See BCSI. and fully embed teeth. TOP CHORDS 2. Truss bracing must be designed by an engineer.For 0'� rr wide truss spacing,individual lateral braces themselves 16 4 may require bracing,or alternative Tor I 0 bracing should be considered. O 1111111191cal. 3. Never exceed the design loading shown and never U stack materials on inadequately braced trusses. d O 4. Provide copies of this truss design to the building 0 designer,erection supervisor,property owner and For 4 x 2 orientation,locate c7$ cea cs s all other interested parties. plates 0- ''16'from outside BOTTOM CHORDS 5. Cut members to bear tightly against each other. edge of truss. 8 7 6 5 6. Place plates on each face of truss at each joint and embed fully.Knots and wane at joint This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE locations are regulated by ANSI/TPI 1. required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 7 Design assumes trusses will be suitably protected from connector plates. THE LEFT. the environment in accord with ANSI/TPI 1. *Plate location details available in MiTek 20/20 CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 8. Unless otherwise noted,moisture content of lumber NUMBERS/LETTERS. shall not exceed 19%at time of fabrication. software or upon request. 9. Unless expressly noted,this design is not applicable for PRODUCT CODE APPROVALS use with fire retardant,preservative treated,or green lumber. PLATE SIZE ICC-ES Reports: 10.Camber is a non-structural consideration and is the The first dimension is the plate responsibility of truss fabricator.General practice is to 4 x 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 camber for dead load deflection. to slots.Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 11.Plate type,size,orientation and location dimensions the length parallel to slots. indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that specified. P Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the 13.Top chords must be sheathed or pun ins provided at by text in the bracing section of the truss unless otherwise shown. spacing indicated on design. output. Use T or I bracing 14.Bottom chords require lateral bracing at 10 ft.spacing, if indicated. Lumber design values are in accordance with ANSI/TPI 1 or less,if no ceiling is installed,unless otherwise noted. section 6.3 These truss designs rely on lumber values BEARING established by others. 15.Connections not shown are the responsibility of others. 16.Do not cut or alter truss member or plate without prior Indicates location where bearings approval of an engineer. (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved I ilh=ell reaction section indicates joint 1 17.Install and load vertically unless indicated otherwise. laWalli number where bearings occur. 18.Use of green or treated lumber may pose unacceptable Min size shown is for crushing only. ��k environmental,health or performance risks.Consult with �� project engineer before use. Industry Standards: Mil19.Review all portions of this design(front,back,words ANSI/TPI1: National Design Specification for Metal and pictures)before use.Reviewing pictures alone is not sufficient. Plate Connected Wood Truss Construction. ' DSB-89: Design Standard for Bracing. �, 20.Design assumes manufacture in accordance with BCSI: Building Component Safety Information, M i ANSIITPI 1 Quality Criteria. Guide to Good Practice for Handling, Fe Ic Installing&Bracingof Metal Plate 21.The design does not take into account any dynamic or other loads other than those expressly stated. Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev.5/19/2020 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 150A. Address of the work: )15 y 0 Rya-, The debris will be transported by: U S R w o-s3 The debris will be received by: U SJ W 4 s'l-e °` Cy c Building permit number: Name of Permit Applicant i'.-< �w� 5 � ns /1/1 ,,, y - 19- ?();c; Date Signature of Permit Applicant Hometown Structures CONTRACT 627 Southampton Road September 4, 2021 Westfield, MA 01085-1329 revised April 19, 2022 1 (413) 562-7171 mut (413) 562-4747 fax siglow www.hometownstructures.com Michael B. Klatsky 1040 Ryan Road Florence, MA 01062 (413) 570-0842 michaelc mapu.com REF: two-story 24' x 28' detached accessory structure to be constructed onsite in Florence, MA PREPARATION: • Hometown Structures to prepare 10' x 14' stone pad for existing shed • Hometown Structures will move the existing 8' x 12' (+/-) shed • Water line to be moved by customer or customer's contractor on their own permitting and trench permit • Customer to clear the area of remaining items in the area EXCAVATION /CONCRETE / FLOOR: • assumes a cleared and relatively level area without ledge or significant stumps • excavation and backfill • rebar & rewire to code • 8" x 16" foundation footer • foundation wall 8" x 48" • sloped 4" concrete slab, trowel finish WALLS: • 2x6 framing, 16" OC • 10' framed walls (approx 10' 8" from floor to top-of-wall) • pressure treated single sill bottom plate • double top plate • 1/2" CDX plywood with housewrap • vinyl siding to be Kaycan, DaVinci, double-4, DutchLap, Manor; Hometown can use the customer's three boxes of vinyl siding and any related accessories • vinyl trim, fascia, corners, etc... to be white "Friendly craftsmen exceeding expectations every day!" ROOF: • roof trusses 24" on-center • upper level within attic truss, usable area approx 12' x 28' • full staircase included with construction-style railings • clear-span, no interior support posts • 3/" roof plywood • 30-year architectural asphalt shingles over tar paper, GAF Timberline HD, Charcoal color • ridge vent and soffit vents • symmetrical 8.25/12 roof pitch • 8" eaves overhang, 12" gable overhangs • visor roof 20' wide over garage doors DOORS and WINDOWS: • four doors o two steel Overhead Door brand, ThermaCore-VL series, Vertical Long panel imprint, with "Stockton II 6-lite Single" windows in top panel, glass to be obscured, 9'w x 8'h, White, without door openers, with decorative hinges/handles (style to be determined) o one 36" x 80", single entry, prehung, insulated, F-G style (4-lite transom windows), fiberglass, white, out-swinging, hinge on right (facing from outside) o one 72" x 80", double entry, prehung, insulated, F-G style (4-lite transom windows), fiberglass, white, out-swinging • five windows o (three, lower level): vertical sliding, 36" wide, 40" high, double-hung, white vinyl, with screens, with shutters o (two, upper level): vertical sliding, 42" wide, 48" high, double-hung, white vinyl, with screens, with shutters OTHER: • the project will conform to the MA state building code • all work shall be performed in a timely and workmanshiplike manner • includes all materials, labor, driving time, debris removal, and sales tax • we anticipate completion by the end of October 2022. • building permit included "Friendly craftsmen exceeding expectations every day!" NOT INCLUDED: • trench permit • removal of older existing shed • removal of trees • slab vapor barrier • insulation • interior walls • interior finishing • heating • driveway work • gutters • electrical wiring • finish excavation/landscape/seeding • plumbing • legal fees, rezoning, survey, variance, special permit, etc... (if applicable) • ResCheck PROJECT AS DESCRIBED: $ 50,050 garage ($ 33,120 taxable) $ + 500 site prep (non-taxable) $ 14,215 excavation and concrete (non-taxable) $ 64,765 subtotal $ + 165 building permit (non-taxable) $ + 2,070 MA sales tax $ 67,000 grand total PAYMENT SCHEDULE: $ 5,000 down-payment - RECEIVED 9/4/2021 $ 15,000 before ground-breaking $ 20,000 before framing $ 20,000 when roof shingling is complete $ 7,000 on completion $ 67,000 grand total X Michael B. Klatsky date "Friendly craftsmen exceeding expectations every day!" RYAN RO AC s' 60, (4_9 10' 35 -027 01 0 4:" 1040 5o' (i/.) ' ) CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: 3 s -0D-7- 0 l� I LOT SIZE: ' 6'9 0 REAR LOT DIMENSION: 0 REAR YARD S0 ' CO-) SIDE YARD S t � SIDE YARD kouSe il5yQn .61 FRONT SETBACK S FRONTAGE 9 -7 r City of Northampton C`ltit.GlSrirJi S,s - Massachusetts * c ', 1 i((y�4 DEPARTMENT OF BUILDING INSPECTIONS •i -s i 212 Main Street •• Municipal Building � �D� Northampton, MA 01060 sf'j, '" Phone: (413)587-1240 Fax: (413)587-1272 Effective July 1, 2015 Residential One and Two Family Building Permit Fees http://www.northamptonma.gov/702/Buildinq-Department Fees for work not listed will be determined by the Building Department Any work beginning before a permit has been issued is subject to double fees and a stop work order removal fee Hours of operation are typically Monday thru Friday 8:30 to 4:30, Walk-In hours are closed at 12:00 pm Wednesday Permit Fees are paid to the CITY OF NORTHAMPTON CHECKS OR MONEY ORDERS ONLY: NO Cash or Credit Cards Checks or Money Orders Must Be Submitted with the Application or it will not be acted upon To Be Processed,Applications Must Be Complete and Include ALL Required Attachments All Applications Are Subject To Zoning Review. The Weekly Filing Deadline is 12:00 pm (noon)on Wednesday. Building applications - Require a plot plan, floor plans, elevations, structural and energy information as appropriate Sign applications- Require a photo of the existing elevation and a photo shopped placement of the proposed sign Applications may be subject to Central Business, and or Historic and Demolition Delay reviews It is the Owner's responsibility to verify property bounds and conservation issues COMPLETE DEMOLITION Accessory Structure $30.00 One or Two Family House $75.00 NEW CONSTRUCTION All Occupied Floors per sf $.50 % Floors,Walk-In Attics, Basements, Garages per sf--------------------- $.20 Decks, Porches, Canopies, Porticos per sf- $.20 NEW ACCESSORY STRUCTURE Free Standing Decks $.20 per sf, Minimum $50.00 Shed up to 200 sf zoning review $30.00 Shed over 200 sf $.20 per sf, Minimum $35.00 Tent over 200 sf $30.00 Above Ground Swimming Pool $40.00 In Ground Swimming Pool $75.00 REPAIR, RENOVATION, ALTERATION $6.50 per$1000 of estimated cost (rounded up) Minimum $65.00 SIGNS Wall Sign for Home Occupation $40.00 SPECIALTY PERMITS Roofing $40.00 Siding $60.00 Non-Structural Door&Window Replacement $40.00 Solid Fuel Burning Appliances $40.00 Sheet Metal $25.00 with building permit on site; Otherwise $50.00 SOLAR Roof Mount $75.00 Ground Mount up to 8kw or 100% of demand $75.00 Ground Mount up to 200% of demand $100.00 Ground Mount over 200% Use the commercial rate calculator OTHER SERVICES Request For Zoning Determination $30.00 Home Business Review& Registration $30.00 Replacement Permit $30.00 Contractor Change $30.00 Temporary Certificate of Occupancy $75.00 Additional or Requested Inspections $75.00 Removal of Stop Work Order $75.00 File #32 APPLICANT/CONTACT PERSON:HOMETOWN STRUCTURES 627 SOUTHAMPTON RD WESTFIELD, MA 01085 PROPERTY LOCATION 1040 RYAN RD MAP:LOT 35-027-001 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 ofConstruction: ZPA -24X28 DETACHED GARAGE New Construction Non Structural Renovations Addition to Existing 1)It 4)° Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan 7 THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ONO'{)' INFO ATION PRESENTED: % t„ /Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Penn it With Site Plan MajorProject: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Penn it Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Wa ter 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 /12 9- Z1-z0z z Signature of Building Official 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. lam./ �{�[ { APR 1 9 2022 File No. ,; ZONING PERMIT APPLICATION(§ o Please type or print all information and return this form to the Building Inspector's Office with the $30 filing fee (check or money order)payable to the '' 11 City of Northampton 1. Name of Applicant:' )4o i -L w n 3 �r v ,K s Address: r) Sod A bn g .0 Teelephone: 1 l3 -S(o J - ( "J / 2. Owner of Property: 1 '1 c- k ) d- SA eT( ; a 4-s k y Address: I Q y 0 Ryco 6 c . F1or-ecc<, /Y1,q Telephone: Y $3 " 3. Status of Applicant: Owner Contract Purchaser X Lessee Other (explain) 4. Job Location: ) 6 Y0 Ryeln /o cc !' 'lam 610 (, Parcel Id: Zoning Map# 6' Parcel# 5 7 District(s): In Elm Street District In Central Business District (TO BE FILLED IN BY THE BUILDING DEPARTMENT) 5. Existing Use of Structure/Property: S ilN3)c- or.-1, /y r c-s i N 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): o - S t°.^+� o�c r q_c ✓` / 1 X a 0 ; c 7. Attached Plans: Sketch Plan Site Plan X Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW YES IF YES: enter Book Page and/or Document# 9.Does the site contain a brook, body of water or wetlands? NO k DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) Jc @ Horletown ;Iry ct urc s . C vm W:\Documents\FORMS\origin]\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO X IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO )( IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building Department EXISTING PROPOSED REQUIRED BY ZONING Lot Size l 0, S9 0 s2 . Frontage Setbacks Front ; Side L: R: L: 5' 4 R: 6 0 '+1) L: R: Rear S Building Height c?O M"kx Building Square Footage -7a % Open Space: (lot area minus building It paved YIr parking #of Parking Spaces #of Loading Docks Fill: (volume Et location) 13. Certification: I hereby certify that the information contained herein is true and accurate to the best of my knowledge. Date: V_ " t: Applicant's Signature NOTE: Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health,Conservation Commission, Historic and Architectural Boards,Department of Public Works and other applicable permit granting authorities. W:\Documents\FORMS\original\Building-Inspector\Zoning-Permit-Application-passive.doc 8/4/2004 RYAN 97 , as' )o' 35 -027-001 • 025 1111 1040 A - s So ' (+/-) )00 ?Ac k = f 1 '3" CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: 3 S 6o7-7- 0 I LOT SIZE: ' 6, 890 REAR LOT DIMENSION: I C r REAR YARD (}I ) l SIDE YARD 1 SIDE YARD Ahh, k 0 Ls 3 C. FRONT SETBACK S FRONTAGE 9