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42-155 5 TIFFANY LN BP-2017-0315 GIS#: COMMONWEALTH OF MASSACHUSETTS Map-Block:42 - 155 CITY OF NORTHAMPTON Lot:-001 Permit: Building Category: Deck BUILDING PERMIT Permit# BP-2017-0315 Project# JS-2017-000520 Est.Cost: $20000.00 Fee: $130.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: TEAGNO CONSTRUCTION INC 034716 Lot Size(sq.ft.): 50094.00 Owner: ZUKERMAN GEOFFREY H&TERRY A Zon�na: Applicant: TEAGNO CONSTRUCTION INC AT: 5 TIFFANY LN Applicant Address: Phone: Insurance: 228 TRIANGLE ST (413)549-0803 Workers Compensation AM H E R STMA01002 ISSUED ON:9/8/2016 0:00:00 TO PERFORM THE FOLLOWING WORK: CONSTRUCT ROOF OVER EXISTING DECK, REPLACE RAILINGS & DECKING MATERIALS 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: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeTvne: Date Paid: Amount: Building 9/8/20160:00:00 $130.00 212 Main Street,Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck-Building Commissioner File#BP-2017-0315 APPLICANT/CONTACT PERSON TEAGNO CONSTRUCTION INC ADDRESS/PHONE 228 TRIANGLE ST AMHERST (413)549-0803 PROPERTY LOCATION 5 TIFFANY LN MAP 42 PARCEL 155 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid CIC* /$iO2 4/ 30 Building Permit Filled out Fee Paid Tvoeof Construction: CONSTRUCT ROOF OVER EXISTING DECK,REPLACE RAILINGS&DECKING MATERIALS New Construction Non Structural interior renovations /y Q J 9� • Addition to Existin• OJ • _ ' L M o CIC I g Accessory Structure N Building Plans Included: il-q,efIA9 Owner/Statement or License 034716 3 sets of Plans/Plot Plan THE FOL ING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFO ATION 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 mo itio• Delay /9 S ur r 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 40k Contact Office of Planning&Development for more information. FiECT 17 j Department use only City of Northampton Status of Permit: StN 7 2016 Building Department Curb Cut/Driveway Permit 212 Main Street SewertSeptic Availability Room 100 Watermell Availability DEPT'fFeNWDINNM$PEtTP ONa Jortham ton, MA 01060 Two Sets of Structural Plans OF eunalON,Namaeo phone 413-587-1240 Fax 413-587-1272 PIot/Sile Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office S(t cF✓'s4 LAW Map Lot Unit FLoiety.° ck wt A Zone Overlay District O I 0 z Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: t'oecvtE9 1--rettrui ztt w rrr t 51- FF.fty L- E Nam (Print) ` Current Mai14192 ng Address 7 )(e6 ttrir�G�- 'ft3- azo 1b59 / `f(3 33La 6-10S — Telephone Q �y D Telephone SignaW lllJJl 2.2 Authorized Agent: 9'€9c4•oa Ca.) StVW•n o>v / N c. Zz8 • I der/&Lt s T' Avt.titsy2 T"- e P Current Mailing Address- 111 • Sp / to — `ff3 -36Y—F7(0� Signature , Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building2/Sr (a)Building Permit Fee vG . 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) '/ASO 5. Fire Protection 6. Total=(1 +2+ 3+4 +5) C OIID Check Number /810 This 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 No CffYTJ4 -5 This column to be filled in by Building Department Lot Size I'(S/�o ND atrb.U6 E75 Frontage sew' Setbacks Front 30 Side L: 33 R: to L: Rear ell{ (oU f Building Height a-It Bldg. Square Footage 21b0 ,n Open Space Footage % (Lot area minus bldg&paved parking) (SFe4're Gang{ of Parking Spaces Fill: N/(} (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DONT KNOW 0 YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO O DONT KNOW O YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained 0 , Date Issued: I'u,G 3 t9 19- C. Do any signs exist on the property? YES O NO Q 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 0 IF YES, describe size, type and location: 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 t acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) n 0Nf'1T1sa OITE'R e-XAS1-7'4& b LeiJ._ New House ❑ Addition ❑ Replacement Windows Alteration(s) n Roofing n Or Doors C Accessory Bldg. ❑ Demolition ❑ New Signs [C] Decks its Siding[O] Other(O] Brief Description of Proposed Work: 'k. C It.._� vr6- o U . ; c • t67-ma a am- atrPu Rte. Pt -4 La�1L..S -t •f;Ckt N L.-M.Iflt j,%Ls Alteration of existing bedroom Yes >C No Adding new bedroom Yes '( No Attached Narrative ,` Renovating unfinished basement Yes of No 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: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, 6:i.COC-ria-ttlZtt Knewt atx7 ,as Owner of the subject property hereby authorize IeY 1 Cn1 6 Carl C-lnn.«TtO)C I ni C to act n my behalf all matters relative to work authorized by this building permit application. N .>,. . I.. 16 Sig atur • Owr rDate I,_1,n nokzlTlrfCLa*3c PrcrsttinC Mtct,J° CCM c QYIV ETtON /AJC__ , asQwnor/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. T/ki `[Z-'—frrt KOc, er+e=s t '�t Prin .me t/mate Signature of Ow eYAgent Dale SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ ' / Name of License Holder DO N,rt�.(� J t I b.Y G r/1/41er 6 CS -a 3 1 1 , Pa License Number Boy 2a—R2- nr,1-vk(-Ft-14-S`c- � O(Oocf 2 I/IO / 0 ( Address „ Expiration Dake iert Signature Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ T-eitc.tio Ccwsinu_Cr-fo .v f00C Iotro9 Company Name Registration Number 2Z$ '02t /M)ate CC 4'01--/9-0($ Addd'ress{, �,, ,, 4t3 SY 1 etc 3 Expiration Date /bilk �1'-a I^'t'% O lOo Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(8)) 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...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) 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 building 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,von may he 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,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature 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: S -FtFFmv-t L- L t Ftoizaia IAA A The debris will be transported by: (Mtt+ '>- to-uc.Kwa i.,2 c The debris will be received by: Building permit number: Name of Permit Applicant \T�AT-P3D c.nw STru,C Ra v inj c 9/1 / ( (- Date fi / r (Date Signature of Permit Applicant The Commonwealth of Massachusetts Department of Industrial Accidents ii, /'7 Mil1; • Job -- -- 111-155 IiruSS type '- -- - W—Ply Northampton.MA 1180819298 301 SCISSORS I10 1 Universal Forest Products 5631 S.NC 62,fiurliylon,NC - — - 1 Job Reference(optional) {J ]600 siker 82018 MITA Industries.Inc Moo Aug 2018 Page 0-6-0 ) '- _ 10-0-0 IDAkW KD13g1 zFpenWSmk8YynZc=VZAtVdgdZDWo9-1 yJ-0cyttRIIOP100X62EIng4FSSIJynZGy Ei 6-2-15 62-15 39-1 3-94 6-2-15 b9^.( Scale=1..34.0 454 c /i14 4.00 12 11.0.13 4=. . L4 / 1 y 6 16 1 . 2 - 6 ] �3xe— 'G� 21Mr12 3x8= 10-0-0 _ I _ 20-080 10-0-0 _ ___ _ 10-0 Plate Offsets(X,Y)-f2:0-3-9,0=0-101,16:0-3-9,0-0-101 _ _ _ '- LOADING(psf) SPACING- 1-4-0 I CBI. DEFL. TCLL 411.0 Plate Grip DOL 1.15 in (loc) IIdeFl L/d PLATES GRIP Co(Rf Sno v40.0) TC 0.43 Vert(LL) -0.33 8 >395 240 MT2o 19]/144 TCDL 140 Lumber l 1.15 BC 088 Vert(TL) -0.61 8-11 >395 180 Rep Stress Ina YES WE 029 BCLL 00Horz(TL) 0.27 6 n/a n/a BCOL 100 Code IRC2009/TP12007 (Matnx-M) Wind(LL) 0.11 8 >999 360 I Weight:59 lb FT=4% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2x4 SPF No.2 7AiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=833/0-3-8 (min.0-18),6=833/0-3-8 (min.0-1A) — -- Max Horz 2=-25(LC 9) Max Uplift2=-42(LC 6),6=-42(LC 7) FORCES. (lb).Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-15=3038/584,3-15=-2967/593,3A=-2346/399,4-5=-2346/399,5-16=-2967/593, 6-16=-3038/584 ROT CHORD 28=-526/2883,6-8=-526/2883 WEBS 4-8=-15]/1169,3-8=-830/221,5-8=-830/221 NOTES. 1)Wind:ASCE 7-05: 100mph;TCDL=5.0psf:BCDL=5.0psr h=2411;Cat.II;Exp B:enclosed:MWFRS(low-rise)and C-C Exterior(2) cantilever left and right exposed',C-C for members and forces 8 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)Bearing at joint(s)2,6 considers parallel to grain value using ANSI/TPI I angle to grain formula. Building designer should verify capacity of bearing surface. ])Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joinl(s)2,6. 8)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. 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 -- •Truss Truss Type - ---(Jry IPry !Northampton.MA -- 160613B 80186E GABLE 1 I 29 universalForest Products,5631 S.NC 52 Burlington.NC - -- I Job s Apr rice WpTienal) 640 s Apr 02018 MITek try:beret Inc. Mon Aug 1516:21:182016 Page 1 ID:AkW_KWmglaz FpenW5mk8Yyn2c -0 VkibekGI820-0.0 bub]onUnoVPotYL_20-6-ynLR4 asq 6-2-15 10-0-0 t39-t 20-0-0 20-6-0 Ob-0 6-2-15 3-3-t - 3-9-1 62-15 0b0 Scale=1:34.8 4x4 O I 11z19 r6% RE 3:60 .-I w 17 �. WE- 10 df 2 1.6x3 L 1.5x3 I�� _ - ^d 3x8= �y ` 2.00 12 3x8 H- 10-0-0 10-0-0 20-0-0 -. 10-0-010-070 _ 10-0-0 _ Plate OffsetsX,V)-- 12:0-3-9,0-0-101,f3':0-1-0,41-81,15:0-1-0.0-1-81,f6:0-3-9,0-0-101 _ __ LOADING(psf) SPACING- 1-4-0 C51. DEFL. in (roc) I/deft Lid PLATES GRIP TOLL 40.0 Plate Grip DOL 1.15 TC 043 Vert(LL) -0.33 8 >736 240 MT20 197/144 (Roof Snow=40.0) Lumber DOL 1.15 1 BC 0.88 Vert(TL) -0.61 8-13 >395 180 I TCDL 10.0 Rep Stress lncr YES WB 0.29 Horz(TL) 0.27 6 n/a n/a BCDL 10.0 BCLL a0 Code IRC2009/TPI2007 (Matrix-M) Wind(LL) 0.11 8 >999 360 I Weight:61 lb FT=4% • LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-8 cc purlins. BOT CHORD 2x4 SPE No.2 BOT CHORD Rigid ceiling directly applied or 8-1-7 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing OTHERS 2x4 SPF No.2 ' be installed during truss erection,in accordance with Stabilizer REACTIONS. (lb/size) 2=833/0-3-8Installation guide. - - -_ (min.0-t$),6=833/0-3-8 (min.0-1A) Max Horz2=25(LC 9) Max Uplift2=-42(LC 6),6=42(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD 2-17=-3038/584,3-17=-2967/593,34=-2346/399,4-5=-2346/399,5-18=-2967/593, 6-18=-3038/584 BOT CHORD 2-8=-526/2883,6-8=526/2883 WEBS 4-8=-157/1169,3-8=-830/221.5-8=-830/221 NOTES- 1)Wind:ASCE 7-05; 100mph;TCDL=S.Opst BCDL=5.0psf;h=24ft;Cat.III Exp B;enclosed;MW FRS(low-rise)and C-C Exterior(2) zone;cantilever left and right exposed;C-C for members and forces S MW FRS for reactions shown;Lumber DOL=1.60 plate gdp 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 consult qualified building designer as per ANSIITPI 1. 3)TCLL:ASCE 7-05;Pt=40.0 psf(flat 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)Gable studs spaced at 2-0-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)Bearing atjoint(s)2,6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)2,6. 10)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSIETPI 1. 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard G ca co co r 1m a ov ^i N I I I I I I I 1 I I I I \ / I 1 I l W l- l / 1 I ii 1 / ''l I I I l I I / / 2 911- I " 6" LOAM : SEED I I � \ / f 41 I •wF // / / iti*.t.f.• 1 .„. i I m v qct kkilf•R D� Cs 1O // NJ°, /117 1,50, ill it:/ 4JJ/// ,I I I �r /(3,)/15'F� �, / l " I C ".�,JEF DM \ • 7 F q� 1500 GAL. 29 SEPTIC TANK /� N6 / ���.6)• f,, 7 Nip. 6a,,", PF 750 GAL. LEAC /A I !,h 'IT W/ 4'-0" OF /�41 N/i l I��'� (sive _ STONE ALL AROUND f / J / •Y ' " k 1'-6" OF STONE , / </���'�y4P// ( r `� / ,is 1NDER 9b PI _ ryco / \\�/ , / \ JINN Pi nr