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23B-029 (2) 16 DANA ST BP-2017-0772 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:23B -029 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit# BP-2017-0772 Project# JS-2017-001284 Est.Cost:$57000.00 Fee: $896.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq.ft.): 12545.28 Owner: GONSKI WILLIAM W JR&ALICE C C/O EDWIN J SCAGEL Zoning: URB(100)/ Applicant: GONSKI WILLIAM W JR &ALICE C C/O EDWIN J SCAGEL AT: 16 DANA ST Applicant Address: Phone: Insurance: 16 DANA ST NORTHAMPTONMA01060 ISSUED ON:1/17/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:32X20 ADDITION 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: FeeType: Date Paid: Amount: Building 1/17/2017 0:00:00 $896.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File# BP-2017-0772 APPLICANT/CONTACT PERSON GONSKI WILLIAM W JR&ALICE C C/O EDWIN J SCAGEL �. lij ADDRESS/PHONE; 16 DANA ST NORTHAMPTON f� 1 ' PROPERTY LOCATION 16 DANA ST yL,.. V �'avil >� MAP 238 PARCEL 029 001 ZONE URB(100)/ l €iAV v v kv THIS SECTION FOR OFFICIAL USE ONLY: APPLICATION CHECKLIST Ott- PERMIT ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid , 61 Building Permit Filled out (,�i (}.Xitt Fee Paid (/ TyoegfConstructiom 32X20 ADDITION New Construction Non Structural interior renovations Addition to rXiSting Accessory Structure Building Plans Included: Owner/Statement or License 4 /-- 7 3 sets of Plans Plot Plan o 4r-[ T' P22-rie l( C THE FOL OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON ' qq. 1N ATION PRESENTED: 1.L.. tt• Approved_ Additional permits required(see below) (fa 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 Der lid.joy, .., , r - 17,7 Signature of Building O''tial 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. tt:ri41' FCM`; ®a•am[nanttia n l" 'J City of Northampton r F' :3AB �- r 1-t. Building Department 212 Main Street A'"%''-tw r. .. 9 Room 100 x;„i 1.01 �iylY��li� �. /; Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size I ___. _—I I _.__. 1 I. i Frontage ._ —___— _________.._.___ _ Setbacks Front I.'.__ I I__ 1 Side LL_-_'I R:I__ I L:__..I R: 1 _—i LI Rear I I —I Building Height —_J I 1 (_I Bldg.Square Footage I 1-----7 /o I' ._i C-1 I _..I Open Space Footage __. % r__� (Lot area minus bldg&paved J ] _ parking) tt of Parking Spaces I L--I — Fill: L. _ _I J (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO ® DON'T KNOW Q YES O IF YES, date issued:L _ J IF YES: Was the permit recorded at the Registry of Deeds? NO © DON'T KNOW 13 YES O IF YES: enter Book r 1 Pagel • and/or Document#1 1 B. Does the site contain a brook, body of water or wetlands? NO ® DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: ] C. Do any signs exist on the property? YES 0 NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: 1 E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House n Addition kit Replacement Windows Alteration(s) n Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [[] Siding[p] Other[O] Brief Description of Proposed Work: .3c). X �0 A , vQp� n Alteration of existing bedroom Yes ✓ No Adding new bedroom ✓Yes No // Attached Narrative Renovating unfinished basement Yes )/No Plans Attached Roll -Sheet salt.New house antl or addition to existing housing,fompletethe followings: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: .5 Number of Bathrooms I c. Is there a garage attached? d. Proposed Square footage of new construction. i l {� Dimensions a•1x a 0 'a( e. Number of stories? .5- f. Method of heating? G A S Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction 1L700' / i. Is construction within 100 ft. of wetlands? Yes 1/ No. Is construction within 100 yr. floodplain YesNo j. Depth of basement or cellar floor below finished grade / +- O C- k. Will building conform to the Building aann��,oning regulations? ✓ Yes No . // I. Septic Tank City Sewer / Private well City water Supply V SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I. bb0//f Ti 5e-et) el ,as Owner of the subject property /+ hereby authorize �jG1/MI= C,/ /' t-/ toact on my behalf,lli 5f all matters relative to work authorized by this building permit application. _Ag„,„^?'J Signature of Owner // Date i ,as Owner/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. act rc Cela IUCxjP Print Name Signature of Owner/AgentImo/ vv Date /04/ �:‘, SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: , License Number Address Expiration Date Sgnature Telephone 9.Realstered Homeimprovement Contractor, Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone _ SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT PKGS.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 0 No 0 11. ->F1omie Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner,Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or fann 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 alt such work performed under the building permit. As acting Construction Supervisor your presence on the job she will be required from time to time,duringand 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 Employes to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with tie State Building Code,City of Northampton Ordinances, State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature " - /i/77/ 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: \ P*F� 1.et The debris will be transported by: C 3n1 S11I-5c The debris will be received by: Building permit number: Name of Permit Applicant Es)Lt5,n Sr o, raj J Date Signature of Permit Applicant The Commonwealth of Massachusetts Department of IndustrialAccidentt 1 t. 1 Office of Investigations 1 Congress Street,Suite 100 tea§' Boston,NIA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: City/State/Zip: __ _ Phone#: Are you an employer?Check the appropriate box: Type of project(required): I.❑ I am a employer with 4. 9 I am a general contractor and I employees(MI and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. n Remodeling ship and have no employees These sub-contractors have g. 9 Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. insurance? 9. 9 Building addition required] 5. 9 We are a corporation and its I0.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.9 Plumbing repairs or additions myself. No workers' comp. right of exemption per MGL 12.9 Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.9 Other comp.insurance required.] *Any applicant that checks box 41 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. tcontractors 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. Ifthe sub-contractorshave employees,they must provide their workers'comppolicy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job sire information. Insurance Company Name: Policy#or Self-ins. Lie.#: Expiration Date: Job Site Address: City/State/Zip: , Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a time up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. Ido hereby certify under the pains and penalties of perjury that the information provided above is true and correct ,£ivnature: Date? Phone#: 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): I.Board of Health 2.Building Department 3.City/Town Clerk 4. Electrical Inspector 5.Plumbing Inspector 6.Other— Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership, association, corporation or other legal entity,or any two or more of the foregoing engaged in ajoint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer" MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MOL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s) of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 1 Congress Street, Suite 100 Boston, MA 02114-2017 Tel. # 617-727-4900 ext 7406 or 1-877-MASSAFE Fax # 617-727-7749 Revised 7-2013 www.mass.gov/dia City of Northampton Q. S .. .' Sl An/Ee'" Massachusetts e=s fri ITh 6 •, e DEPARTMENT OF BUILDING INSPECTIONS ® T',� Y AR 212 Main Street • Municipal Building JA 'n � Northampton, MA 01060 sSy"W- 45,,•` INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour). a rough building inspection (before work is concealed). insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made I, E.c)tL01 i Li Sr-1 Ge. f understand the above. (Home owner esident's signature requesting exemption) I will call to thedole all required building inspections necessary for the building permit issued to me. It Date �;cC' el 4 q .I- I Address of work location �1c CA toJ I{ C\1 1j " A ? L p it eic co 1101-) MIN �I L P!1lA"f I �--i-ea p,v \I iN�� r I, NIS I MI I rb "' • `t2 _ ;I r 9 r I�rI IN Elm `'<'4, not NM I I _ IMMt • IIII i e d � I r I I I 1 I..,..,... i I f t'FzESE„)I ri I fr i 1,71initNY iriN to, if r r re eJ 1 410/i Ill rirr)rirY r(*ill 71111 (libirr 1 Id 1, 0 111 1,1 ij/7 ri n rrlirr,riniar-If Will/ I rr 1 /N I/I ethi , ji I i fr r wet or I Ilrfr i 11 ill II i l? r 1 ilij I I/1/1( f I 1 a irij rn It 1 •f Ill 1 1111,IIIII-- . .1 ( I MIS / I rra rrir ril I ill?i ill 0 h(, !TOT ... jil rir r if le , 7----1 IN- , inlirrii N i i-gith lb li l' ralitk :eel h-1.1 M / tr--------a, i , waft III/lift/ I ll rir Jicty(111 ri ? Or 0 br r rrn r I (r I fir if, ifi , SIN N it raZi \ . / Z Mit %MIN l1 • INII II . ; , I I 1 i 1 i I 1 it L i 1 iriJBMS /I lif(171:11:ft;1 7.,:lifirir 1(1 ifitrb' I tialailif i i r/IV :Jr(f ofif ra Ns il rrri ? rrr c el 1 CI I I l If/ if ill/ I 11 I Cr3 lir"- • ia.,:„Ur as; ? I/ 1/1;4111'1? ?; / 717,tir I, e I ?ktI,I:y (11 )ifilfIll (1) • 1 1 rir If i I?Ir?ill. I if Oft eft. L:11 45 N r basun.. .., .. ,,,,.. izzi, ...- . Pr• ii a i MI.7,7 ,..„..... thi,ifyiliag r /n -------7 --------_____----------_____„ Ridge Beam vs. Ridge Board —Trus Joist Technical Support Page 1 of 2 My activities Submit a request Sign in rt✓-a Search Thus:that Technical Support>DesrgnDesign Roof Design Ridge Beam Vs. Ridge Board follow A Ridge Beam and a Ridge Board are both located at the ridge but they serve very RELATED ARTICLES different purposes for very different applications. Can i use a Single Ply of Microllam= LVL or TimberStrand'LSL as a Ridge Board? anon /\\\�\� TJl=Joists ��;f ',' Do you sen Plated Trusser m \-- vie Can attach a deck R nrn o rd' I 001101111.111 T �log � u J LTJI JL'Flre Assemblies mn-n ■■■■■■ \ A ridge beam is a structural member used to support the ends of the rafters at the ridge,transferring it's loads to posts or gable end walls. Ridge beams are required by code if the roof slope is less than 3 in 12(IRC section R802.3).Ridge beam sizing is based on the span of the beam between supports,and the amount of roof load supported by the beam. A ridge board is a non-structural member that serves as a prop for opposing rafters to rest against and connect to. Ridge boards can only be used in roofs with slopes from 3 in 12 up to 12 in 12.Ridge boards shall be at least 1 inch nominal thickness and not less in depth than the cut end of the rafter(R802.3). chapter 8 of the IRC prescribes the elements for a type of roof frame known as a compression roof'.The figure below shows selected code sections that must be considered when designing this type roof. Figure R802.5,1- Braced Rafter Construction https://weyerhaeuser.zendesk.com/hc/en-us/articles/207291947-Ridge-Beam-vs-Ridge-Bo... 1/13/2017 ann ha iiIii r � wrirruiiiimin, --. T ; 33!D;rs. ... - F tc ICI :I ov° .>..m �� � ...Po.�.ry-> A e DATE ,/„,� PG 2 e,Roseburg SCA 16 D RESIDENCE 1-16-17 6 DANA ST 12:23pm A Forest Products Company NORTHAMPTON,MA I of I 23Beam 2016 I ImilieamEopee 2O6 701 Makia(k Database 1555 Member Data Description: RIDGE BEAM 2 Member Type: Beam Application: Roof Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Snow Load: 40 PLF Deflection Criteria: 1J240 live, L/180 total 1.000" max. LL Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 15.8 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 2o. 3.50" 400 150 Snow Point(LBS) Front 10' 1.75" 770 309 Snow �t 1 DI r O 2038 co 2038 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#1/#22x or 4x End-Grain(1150psi) 5.500" 2.325' 6114# -- 2 2g 3.500" Wall SPF#1W22x or 4x End-Grain(1150psi) 3.500" 2.326" 6105# -- Maximum Load Case Reactions Us"lm pOyn9 P°"1""ds(or"Ile lceaq tov Snow eDeadm 1 4326# 178M 2 4319# 1785# Design spans 12 Li 26:7 Product: 2.0 RigidLam LVL 1-3/4 x 18 2 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 12.0"oc Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 32721.1# 53374.W 61% 10.15' Total Load D+S Shear 5265.# 14007.# 37% 04' Total Load D+S Max. Reaction 6105.# 9188.# 66% 20.2g Total Load D+S TL Deflection 06493" 1.3125" L/363 10.23' Total Load D+S LL Deflection 0.4596' 0.9844" L/514 10.23' Total Load S Control. Max.Reaction DOts'. uve=1W% Sraw=115% Roof=125% Wird=160% SIMPSON All pmaotl namesaa seenao-e or helr reactive miners Bill Lucas saongTW Cepyngm(0)2016 by slmpmn strong-me Company Ica ALL RIGHTS RESERVED. Kelly Fredet Lumber - .01„91s sienna as MSt ien the member.nom-Jolt beam er9tb.r Town on this drawing meetsapmmable design emcee for Wale Loading Cocci tone and Spans need on this yes87 North Main ow my eavtteaed by a wa led dearer or design pcfe onelasFewrred na approval misdesgn aeumapmduct Installation socorInc to the manurm.rers East Longmeadow,Mass meet The 413785-1558 SCAGEL RESIDENCE 1-16-17 eiRosebur 16 DANA ST 12:16pm AFueal Pros company NORTHAMPTON,MA 1 of 2 CS Deem 2 1 7.0.11 krneegmr4rip22016.702 Marctuk Daobse 1555 Member Data Description:RIDGE BEAM I Member Type: Beam Application: Roof ' Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBCt:RC Snow Load: 40 PLF Deflection Criteria: U240 live, L118()total 1.000" max. LL Dead Load: 15 PLF Deck Connection: Nailed Member Weight: 10.4 PLF Filename: Bean11 Other Loads Type 'Sib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(P LF) Top 0 0.00" 19 &00" 400 150 Snow 1' F` fl 1200 / 760 / s _. m m — 19 6 0 Bearings and Reactions Input Mn Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#1/#22x or 4x End-Grain(1150psi) 5.500' 1.500' 2630# -- 2 17000ff' Wall SPF#1*22xoc 4x End-Grain(1150psi) 3500" 2.63W 6928# — 3 19' 6000" Wall Steel 2.500" 1.500" 1078# -- Maximum Load Case Reactions Uxd lorappnep pnrn bmpotllneloenbmaelrymg membra Snow Dead 1 1877# 7534 2 44456 19836 3 7704 mum Design spans I1' 7.377 7 4.375" Product: 2.0 RigidLam LVL 1-3/4 x 11-718 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom cheat Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 61691# 24470'# 25% 5.03' Total Load D+S Negative Moment 7257.'# 24470.# 29% 12' Total Load 0+S Shear 3325# 9241.# 35% 1142' Total Load D+S Max.Reaction 6928.# 10172.# 68% 17 Total Load D+S TL Deflection 0.1285" 0.7743" 1/999+ 5.61' Total Load D+S LL Deflection 0.0917' 0.5807' UMW- 5.61' Total Load Control. Max.Reaction DOts: Live 109% Snvw7115% Rax=125% Wlnd^1fO% SIMPSON AP product names an oodemmn of heir nwemme owners Bill Lucas ShaneTie CopyrlymICJ.gale by Sime.Ro Soong-no company lnaALL RIpMS RESERVED. Kelly Fradet Lumber 587 North Main St parerii is deme pa when me member,naor Dig,Num orgireI shown on this d,wi meelsapmiunle deggn omens roanaes Loading Comlwrx and spans Plea on this 587 Nor Main St,Mass mit.Tedesgnnti.he reMe'udd by a ,w1 /rt.rym«d.agnpWeapam.snpino1r envat mazepn.aumetpmdwinawlmon ac<ourg tonin manNatta.nEaLng .wanmamon. 413-785-1558 ram IDI67AIl unFngwe IDI6'D2 ink I bile 1555 9mber Data scrlpton:ROOF BEAM Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous mdard Load: Moisture Condition: Dry Building Code: IBC/IRC e Load: 40 PLF Deflection Criteria: 1/360 live, L/240 total 1.000" max. LL ad Load: 10 PLF Deck Connection: Nailed Member Weight: 21.0 PLF Filename: Beam1 her Loads m Tdb. Other Dead rsaiption) Side Begin End Width Stan End Start End Cates placement Uniform(PSF) Top 0' 0.00" 20' 3.00" 8' 0.00" 20 10 L 9tlonal Uniform(PSF) Top 0' 0.00" 20' 3.00" 8' 0.00" 40 15 Sr 1T IP 2030 0 0 2030 wrings and Reactions Input Min Gravity Gravity Location Type Materiel Length Required Reaction Uplift 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650p1si) 5.500" 1.658" 4',59# -- 20' 3.000" Wall SPF#3/Stud 2x or 4x End-Grain(650pei) 5.500" 1.658" 5659# -- almum Load Case Reactions Intyyylp rpm loads pine!axialto cnrylry memMn Live Snow Dead 1558# 3117# 21524 1558# 3117# 21524/ sign spans 15 5.750' Product: 2.0 RigidLam LVL 1-3/4 x 16 3 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 120"oc NOTE:Nails must be applied from both sides Design assumes continuous lateral bracing Wong the top chord. Design assumes continuous lateral bracing Wong the bottom chord. lowable Stress Design Actual Allowable Capacity Location Loading 3idve Moment 27557.'# 867642# 41% 10.13' Total Load D+0.75(L+S) ear 4884.# 18676.# 26% 0.4' Total Load D+0.75(L+S) x.Reaction 5659.# 18769.# 30% 0' Total Load D+0.75(L+S) Deflection 0.5251" 0.9740" L1445 10.13' Total Load D+0.75(L+S) Deflection 0.3254" 0.6493" L/716 10.13' Total Load 0.75(L+S) Ord: TL Deflection DOLs: Uve=100% Srrw=115% Rant=125% Wir1r:6160% )sign assumes a repetitive member use increase in berldrg stress: 4% SIMPSON DMI product namenre vaeemaSsormeu respective twirlers Corey Eldridge „- C4it14 of Nortltttmpton sic rr �Ammar/instils f �+ f u`? DEPARTMENT OF BUILDING INSPECTIONS Dx, \ .+; / 212 Main Street • Municipal Building ^'q'ra' Northampton, MA 01060 INSPECTOR Edwin Scagel January 17, 2017 16 Dana Street Northampton, MA 01060 Subject Location: 16 Dana Street Map Block: 23B-029 Mr.Scagel, Your building permit application with plans dated 12-8-16 has been approved as drawn, noted and per this memo.All work must meet applicable codes whether or not included within this memo. Please follow upon the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. The third floor windows appear that they may all require restrictors per R612.2 2. Smoke, Heat and CO detectors throughout the structure to current building codes.The room noted as an office on the plan will require a smoke detector and a smoke and CO detector must be located within 10'of the door. 3. The two windows in the stairways are required to be tempered per R308.4 4. A structural ridge is require at the main ridge because the framing is not prescriptive per R802.3.1 also positive attachment similar to a H2.5A anchor is required at the rafter to knee wall plate connection. 5. Fire blocking is required in all enclosed combustible cavities per R302.11.This can be made easier with proper planning see diagram of basement wall included. 6. An emergency escape window is required within every bedroom, basement and walk-in attic. 7. Air barriers are required with band joist insulation at all levels. - - 8. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins.Typically the sheathing and drywall. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 2015 IECC and new Stretch Code begin July of 2016 with a concurrency until January 2, 2017.The 9's Edition Building Code is awaiting final approvals and anticipated with a six month concurrency. As of August 4th 2011 the 8`h Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cvberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.gov/dps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC,2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 8th Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required.780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement.780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be'/h"and be embedded a minimum of 7"into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not,each bedroom and walk- in attics.780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea),exhausted (similar to exhaust only systems),or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread,once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4" slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/31780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut, 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum.780 CMR R602.3,2 a. Exception:A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3"x 6"plate .036 galvanized steel nailed to each segment with 6- 8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. Hoist and or Floor Truss c. Roof truss 16, All I-Joist need to be protected from fire with%drywall or 5/8 wood structural panel. (R501.3) 17, A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10,3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 28. When nailing sheathing make sure your pneumatic nailers'pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a shower head is used,6'8"for basements,6'4"at beams/ducts.780 CMR R305.1.MA amended 20. Hazardous glazing locations, within 24"of a door,or within 60"of a stair,or across from hot tubs,spas, bathtubs within 60" if not 60" above the walking surface, and other locations.780 CMR R308.4 21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule.Order restrictors.780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape.780 CMR R310 b. Windows within 44"of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1"floor. Minimum clear opening 20"x24"or 24"x20".780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees,one 32"and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36"out and the width of the door minimum 36", maximum step 7%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser S%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 13/4" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8"ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post.780 CMR R311.7. 24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4" sphere rule. 780 CMR R312.1. 25. Floor joist systems that are not equal to 1'''A" nominal dimension must be covered with ':" drywall or 5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement.780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge,or holes in joist are a maximum 1/3 the depth not closer than 2"from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 '/:" strap across the area and 6" beyond each side with 8- SOnd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper,cannot include a screen, and require 3'clearance from windows.780 CMR M504.4 30. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 90°elbow or per manufacturer's specs. 780 CMR M502.6.4,no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM.780 CMR M505.2 35. Fireplaces require all combustion air be provided from the exterior and below the firebox,duct work maintaining 1"clearance for 5' from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 36. Fire and draft stopping shall be completed before rough inspection.Typical locations,top (ceiling) and bottom (floor) plates,soffits, and every 10'within enclosed cavities.780 CMR R302. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. Dwelling/Garage fire separation. An attached garage (within 3' of main structure) is required to have%," drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%"drywall and the ceiling 5/8"drywall.780 CMR R302.6 39. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an air tight cavity, which you must create. 40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow (convection)a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which has filtered dirt out of the air moving through the insulation.780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 43. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom, within 10'of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors,at each level, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywa lied with Y".780 CMR R302.7 45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"-x 30" is required to be located in an accessible place. It must be insulated equal to surrounding, gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24"to non-combustible or 30"to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday, 8:30 am to 4:30 pm, except we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmillerCanorthamptonma.gov Thank you for u eration on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement