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38A-148 21 MOSER ST(UNITS 21,23,25,27) BP-2014-0523 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 38A- 148 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New townhouses BUILDING PERMIT Permit# BP-2014-0523 Project# JS-2014-000897 Est. Cost: $679462.00 Fee: $3430.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: WRIGHT BUILDERS 070417 Lot Size(sq.ft.): Owner: WRIGHT BUILDERS Zoning:PV Applicant: WRIGHT BUILDERS AT: 21 MOSER ST (UNITS 21,23,25,27) Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287 (116) Workers Compensation NORTHAMPTONMA01060 ISSUED ON:12/3/2013 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 4 UNIT TOWNHOUSE CONDOS W/2 DET GARAGES 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 12/3/2013 0:00:00 $3430.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner Ok p cL& 4 File#BP-2014-0523 APPLICANT/CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON (413)586-8287(116) PROPERTY LOCATION 21 MOSER ST(UNITS 21,23,25,27) MAP 38A PARCEL 148 001 ZONE PV THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out yen #1,100 0 Fee Paid Typeof Construction: CONSTRUCT 4 UNIT TOWNHOUSE CONDOS W/2 DET GARAGES _ New Construction 69 -1 Non Structural interior renovations ; _ J Addition to Existing e M Accesso Structure a• _ v e" 6( Building Plans Included: ,2— V �e/u Owner/Statement or License 070417 C 44 3 sets of Plans/Plot Plan r THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: V Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission - Permit DPW Storm Water Management Demolition Delay 42-3-/9 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. , Versionl.7 Commercial Building Permit May 15,2000 Department use only �� ' n \ city of Northampton Status of Permit: - , ilding Department Curb Cut/Driveway Permit i I! 212 Main Street SewerrSept c Availability '' 1, Li ,1 2 5 2013 IL/ Room 100 Water/Well Availability `) �,` Northampton, MA 01060 Two Sets of Structural Plans Electric,F phone 413:5137-1240 Fax 413-587-1272 Plot/Site Plans Nor' , ■ Other Specify APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING ueee- - A �, Vi u* f-I b u- SECTION 1 -SITE INFORMATION ek e6 j b I't) A- 1.1 Property Address: n This section to be completed by office 'i I ' - ' > , '! M 0 s A 711.61-- Map g Lot 19-E, Unit NO 12:7-4.141" L Zone Overlay District � /'r Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Ui -i t i6wi ob l NSA-P-1 - (61 MI sr, oR- ►- v►P 1i Name(Print) Current Mailing Address: /1 ST/0 -- 8�- 2 Signature .,/ Telephone 2.2 Authorized Agent: Name(Print) C`` Current Mailing Address: Signature `'�"'� Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item f' Estimated Cost(Dollars)to be Official Use Only t( completed by permit applicant 1. Building 4 a<) . (a)Building Permit Fee 2. Electrical iLq O (b) Estimated Total Cost of 11 Construction from (6) 3. Plumbing t it!I Building Permit Fee /f 4. Mechanical(HVAC) Ittl4 II f 14)**. 5. Fire Pg t- ion * _ .3 • .( 6. T•ta� 2+3+4+5) q , �b ', Check Number qqlrq c "Vci0 This Section For Official Use Only B ding ••_rmit Number Date JIssued Signature: Building Commissioner/Inspector of Buildings Date N fr. till. Version1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other tiit Brief Description Enter a brief description here. gu((,) New it Ufri r -rovbriffiKE e4'Do S Of Proposed Work: UV i 4. I) Thy L SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 El A-2 ❑ A-3 ED 1A I ❑ A-4 ❑ A-5 ❑ 1 B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential Ng R-1 ❑ R-2 ❑ R-3 ' _ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B [ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE ,. Existing Use Group: Proposed Use Group: 1 dz Nm Az Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) /fv-t- 3 `r 1st 1st3� ,1D[ 2nd 2nd al P 1? 3rd 3rd 4tr, 4th (C442-14-ret-S 1051) Total Area(sf) Total Proposed New Construction(� Total Height(ft) 9 Gr�/ oO Total Height ft 30' 1O H 7.Water pply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewa•e I'sposal System: Public Private ❑ Zone Outside Flood Zone Municipal ■:1 On site disposal system❑ 0/WC c(t" . IVA-ArtAkEND Pt)E-1) 12(S. $./ef/i,kl Pr'- Versionl.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be fillet by Building Departm•• Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking S:.ces Fil • •olume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW 0 YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO ♦` DON'T KNOW 0 YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained Q , Date Issued: C. Do any signs exist on the property? YES Q NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES Q NO IN 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 1 acre? YES NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SwPC- -F' lPw, 61k1 (0 t / Version1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant): Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Q� (A/PI ra G +( IV) Not Applicable ❑ Company Name: Responsible In Charge of Construction `le - g o,2 -c,.- 41VN.P1-0 •J / P /� Addr Signatur( Telephone Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, V' `_`- • I,L4W , as Owner of the subject property hereby authorize r ) ) to act on my behalf, in all matters relative to work authorized this building permit application. VV. ( /01,)3 1 ? Suture of Owfler Dat I, l"h " •t ' & i " '(110W , as OwnerlAuthorized Agent ereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge a .-lief. Signed under t pains and penalties of perjury. eN - 1�M� Print Name ( / - /0—c.3 )-do/3 Signature.of Owner/Agent Date SECCION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ n i'flr Name of License Holder: I' ' j /JMot t r " 'u"' 0 7 0 1ft ! License Number g - Cr, N b 1 /' 0rI 1 M it inirf Address Expiration Date Signa�r Telephone J SECTION 13-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 0 No 4 s -•. x Lirr2 tiI W t7 ilyptCTi . ~'— P.4. 3 I r eCTi DE. <t?Yi OF C;.LJG�G I�VS?_..aiC.VS y _ 212 Main Street - Municipal Building INcrcCTOR1 Northampton, Mass. 01060 Square Footage - Amount *Easement @ ,�'0 3a 1 6 6 y3 a 7 1st F lccr @ <50 3 3,1 L 1408 z 2nd Ficor @ •30 as 56 85-6, Er 1/2 Floors, Attic, Garage,a.O 1056 - .-2 11, D Deck, Porches ,614 5 5 11�/, �'i 1 ` I f$ 3Li a ?:6 • -3r436 --ti -z :- ../ - -3. K V? M6SEV-- Sr AP 3 g PLo ' l �` t ti .f i . r ' -. i Building Permit Fee- Upper Ridge - Phase I - Greek Townhomes A Square Foot Calculation Space Al A2 A3 A4 Mech Total Amount i Basement @.20 840 660: 660 948 108` 3216 643.2 1st Floor @.50 948, 660 660 948' 3216 1608; 2nd Floor @ .30 696 660: 660 840 2856 856.8; Porches @ .20 192', 68' 68: 224' 552' 110.4 Garage @.20 264! 264 264, 264 1056; 211.2` Total$= 3429.6: 4t ).1 )"- 1 M DM- sr. Planning-Decision City of Northampton Hearing No.: PLN-2014-0009 Date: September 18, 2013 APPLICATION TYPE: SUBMISSION DATE: PB Major Site Plan 8/12013 II III Ililllllillililllllll Applicant's Owner's Name: MN IIIIIIIIIII P NAME: NAME: 2013 00025362 WRIGHT BUILDERS WRIGHT BUILDERS Bk: 11489Pg: 174 Page: 1 of 3 ADDRESS: ADDRESS: Recorded: 10/09/2013 09:29 AM 48 Bates St 48 Bates St TOWN: STATE: ZIP CODE: TOWN: STATE: ZIP CODE: NORTHAMPTON MA , 01060 NORTHAMPTON MA i 01060 PHONE NO.: FAX NO.: PHONE NO.: FAX NO.: (413)586-8287(116) (413)587-9276 (413)586-8287(116) (413)587-9276 EMAIL ADDRESS: EMAIL ADDRESS: LGAUDREAU@WRIGHT-BUILDERS.COM LGAUDREAU @ WRIGHT-BUILDERS.COM Site Information: Surveyor's Name: STREET NO.: SITE ZONING: COMPANY NAME: FORD CROSSING/VILLAGE HILL RD PV(100)/SG b(100)/ TOWN: ACTION TAKEN: ADDRESS: NORTHAMPTON MA 01060 Approved With Conditions MAP: BLOCK LOT: MAP DATE: SECTION OF BYLAW: 31C 018 001 Chpt 350-11:Site Plan Approval TOWN: STATE: I ZIP CODE: Book: Page: 6925 302 PHONE NO.: FAX NO.: EMAIL ADDRESS: NATURE OF PROPOSED WORK 28 Unit Development within 7 buildings HARDSHIP. CONDITION OF APPROVAL 1) Thirty(30)days prior to bidding construction,civil construction plans for each phase,stamped by a registered Massachusetts P.E.,shall be provided to the Department of Public Works(DPW)for review and comment All plans shall incorporate revisions required in the conditions herein below and also include: a.Details for granite curb,handicap ramp, sewer cleanout detail b.6 inch concrete thickness for sidewalks crossing driveway openings. c.Gravel base material for Bit Conc.Paving in Moser Street shall be 8 inches ofM1.03.0,Type b with 4 inches of processed gravel,MI.03.1,above. d.Gravel for sidewalks in the City ROW shall be processed gravel,MI.03.1 with maximum stone size of 2 inches. 2).Prior to issuance of a building permit,documents must be submitted to the DPW confirming a minimum two foot separation between the bottom of the proposed infiltration trenches and the estimated seasonal high groundwater level. 3).Prior to issuance a building permit for the proposed project and in accordance with the Stormwater Management Permit for Village Hill Phase 2 issued to MassDevelopment in 2007,the applicant shall the applicant shall submit revised drainage calculations that reflect the actual construction that has been completed and confirms the remaining capacity of the Detention Basins in each Sub-Watershed area. The applicant shall further meet all other requirements necessary to comply with the original permit 4).Prior to completion of Building A,the applicant shall file a request through,Department of Public Works,to begin the necessary procedure for removal of the two previously accepted on-street parking spaces along Moser Street that will be eliminated as a result of this project 5).Prior to issuance of a certificate of occupancy for either of the"flats"apartment buildings,the applicant shall record a public access easement for the path connection between Musante Drive and Beech Tree Park. 6).Prior to issuance of a certificate of occupancy for either of the"flats"apartment buildings,the applicant shall install directional sign for park at the public path near Village Hill Road intersection indicating access to Beech Tree Park. GeoTMS®2013 Des Lauriers Municipal Solutions,Inc. Planning-Decision City of Northampton Hearing No.: PLN-2014-0009 Date: September 18, 2013 7).All streets fronting the project,except for Village Hill Road from Moser Street to the mid-block crosswalk,are subject to the 5-year moratorium for newly paved roads,which requires milling and overlay for the full width of the road and 20'beyond the limit of any cuts made in the pavement, including granite curb reconfiguration.All trenches shall be backfilled with flowable fill.Curb cuts proposed to be relocated on Musante Drive and Moser Street with pull-off parking and drainage reconfigured on Moser as part of the curb cut relocation are subject to the 5-year moratorium. The plan should show the expected limits of mill and overlay due to cuts in the roadway. 8).Fifteen foot curb radii shall be used. 9).Concrete sidewalks at relocated curb cuts shall be 6"thick to the nearest existing panel break beyond the limits of the cut 10).All sidewalks disturbed by construction shall be replaced to the nearest panel. 11).Detectable warning strips shall be installed at the approaches to the relocated curb cut on Musante Drive. 12).All granite curbing not reused shall be returned to the DPW yard. 13).All rims and inverts for proposed sewer and drain manholes and catch basins or inverts for existing connection points must be included on revised plans. 14).The drain line from the catch basin proposed to be abandoned west of Building A shall be plugged with bricks and mortar in the receiving manhole as well as at the abandoned catch basin. 15). The catch basin proposed to be abandoned on Moser Street shall have the cone section removed, the pipe plugged with bricks and mortar and the remainder of the structure backfilled with sand. The inlet pipe at the downstream catch basin shall also be plugged with bricks and mortar. 16).The new pull-off parking area shall be stripped of any remaining asphalt and new roadway base installed throughout 17).Water and sewer line sizes and materials and methods of construction shall be approved by Department of Public Works 18).Any conflicts where water and sewer line crossings are shown at Building A and between Building C and Flats East must be resolved and adequate separation according to Department of Public Works standards must be met. FINDINGS: The Planning Board approved the major site plan based upon the following plans submitted with the application and information materials: 1. Upper Ridge at Village Hill Prepared for Wright Builders,Inc.by The Berkshire Design group,Inc.Dated August 12,2013 Sheets L.1- L.8 2. Upper Ridge Building Elevations by Kuhn Riddle Architects,dated 8/12/13 Building A,B,Flats East Flats West Duplex. The board approved the site plans upon determining compliance with the standards in 350-11.6 as follows: A. The requested use protects adjoining premises against seriously detrimental uses.The site is the next phase of residential development consistent with the master plan showing densities consistent with abutting properties. B. The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets. This site build out will incorporate the next segment of links to create an east west pedestrian corridor through the campus. Driveway points are minimized with shared parking in the rear of the buildings to reduce impacts on the sidewalk. (1)Traffic mitigation has been addressed at the master plan stage for the redevelopment of the entire campus. C. The site will function harmoniously in relation to other structures and open spaces to the natural landscape,existing buildings and other community assets in the area as it relates to landscaping,drainage,sight lines,building orientation,massing,egress,and setbacks. D. The requested use will not overload,and will mitigate adverse impacts on,the City's resources,including the effect on the City's water supply and distribution system,sanitary and storm sewage collection and treatment systems,fire protection,streets and schools. The construction materials and methods for water lines,sanitary sewers,storm sewers,fire protection,sidewalks,private roads,and other infrastructure shall be those set forth in the Northampton Subdivision Regulations E.The requested use meets any special regulations set forth in this chapter. F.Compliance with the following technical performance standards: (1)Curb cuts onto streets have been minimized through shared access. (2)Pedestrian,bicycle and vehicular traffic movement on site must be separated,to the extent possible,and sidewalks must be provided between businesses within a development and from public sidewalks,cycle tracks and bike paths. (3)Stormwater will be treated through previously constructed infrastructure. COULD NOT DEROGATE BECAUSE: GeoTMS®2013 Des Lauriers Municipal Solutions,Inc. • Planning-Decision City of Northampton Hearing No.: PLN-2014-0009 Date: September 18, 2013 FILING DEADLINE: MAILING DATE: HEARING CONTINUED DATE: DECISION DRAFT BY: APPEAL DATE: 8/22/2013 9/5/2013 9/26/2013 REFERRALS IN DATE: HEARING DEADLINE DATE: HEARING CLOSE DATE: FINAL SIGNING BY: APPEAL DEADLINE: 8/29/2013 10/17/2013 9/12/2013 9/26/2013 10/8/2013 FIRST ADVERTISING DATE: HEARING DATE: VOTING DATE: DECISION DATE: 8/29/2013 9/12/2013 9/12/2013 9/18/2013 SECOND ADVERTISING DATE HEARING TIME: VOTING DEADLINE: DECISION DEADLINE: 9/5/2013 7:20 PM 12/11/2013 12/11/2013 MEMBERS PRESENT: VOTE: John Lutz votes to Grant Debin Bruce votes to Grant Ann DeWitt Brooks votes to Grant Jennifer Dieringer votes to Grant Mark Sullivan votes to Grant Francis Johnson votes to Grant MOTION MADE BY: SECONDED BY: VOTE COUNT: DECISION: Francis Johnson Ann DeWitt Brooks 6 _ Approved with Conditions MINUTES OF MEETING: Available in the Office of Planning 8 Development I,Carolyn Misch,as agent to the Planning Board,certify that this is a true and accurate decision made by the Planning Board and certify that a copy of this and all plans have been filed with the Board and the City Clerk on the date shown above. I ce ' that a copy of o is isiorhas been mailed to the Owner and Applicant. Notice of Appeal An appeal from the decision of the Planning Board may be made by any person aggrieved pursuant to MGL Chapt 40A,Section 17 as amended within twenty(20)days after the date of the filing of the notice of the decision with the City Clerk. The date is listed above. Such appeal maybe made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. ii SEP 1 8 2013 j October 9, 2013 I, Wendy Mazza, City Clerk of the City of Northampton, hereby certify that the above Decision of the Northampton Planning Board was filed in the Office of the City Clerk on September 18, 2013, that twenty days have elapsed since such filing and that no appeal has been filed in this matter. Attest: a �►fla Cit Clerk City of Northampton • GeoTMS®2013 Des Lauriers Municipal Solutions,Inc. r , REGI BT;EAMPS7 RE, MARY I LBERD�� } w r Official Receipt for Recording in: Hampshire County Registry of Deeds 33 King St. Northampton. Massachusetts 01060 Issued To: WRIGHT BUILDERS 48 BATES ST 1-413-586-8287 NORTHAMPTON MA Recording Fees $ s Document Recording Description Number Book/Page Amount ✓ r DEC I S 00025362 11489 174 $75.00 PLN-2014-0009/NRIGHT BUIL $75.00 Collected Amounts • Payment Type Amount * i Check 44140 $75.00 $75.00 Total Received : $75.00 Less Total Recordings: $75.00 Change Due $.00 Thank You MARY OLBEROING - Register of Deeds By: Beth C Receipt# Date Tice 0268380 10/09/2013 09:29a MUNICIPAL SEWER/AVAILABILITY APPLICATION • Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: MOSER STREET, UPPER RIDGE, BUILDING A ( 21, 23, 25, 27) Inquiry Made By: WRIGHT BUILDERS, LINDA 586-8287 Date of Inquiry: 10/23/13 Reason for Request: PHASE 1 4 TOWNHOME CONDOS Hook into City Sewer Municipal Sewer Main in Front of Location: Yes No Municipal Storm Drain Available: 5'/z deep Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: 7/Z/'i p,.7�, / Note: If this availability is for new construction,this form must be hand delivered to Building Inspector. A corresponding"sewer entrance fee"shall be paid prior to making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department specifications. � l6 -2q-/3 John all Sewer Department / cc: Ned Huntley, Director DPW Louis Hasbrouck, Building Commissioner (AO MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: MOSER STREET, UPPER RIDGE, BUILDING A (#'s 21,23,25,27) Inquiry Made By: WRIGHT BUILDERS LINDA 586-8287 Date of Inquiry: 10/23/13 Number of Type of Single Family Type of Private Units: 4 Unit(s): Apart. Comm Ownership: Condo X Multi-family Condo X Rental (Applicant to fill out the above) Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: X No Size of Water Main: 8" Material: Ductile Iron Age: 2010 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 85 psi If done attach results Size of Service Connection 6" Suggested Meter Size: 5/8" Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. Contractor to manifold meters in common area. • • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arran ements of such installaf• I be made with the Northampton Water Department with a minimum of 5 wo r ing days notific. 'on. All w• k shall con"o v to No mpton Water Department specifications. f i , 1 David W. Sparks, Superintendent of Water Dept. Water Entry $200.00 Meter$400.00 Radio $400.00 cc: Ned Huntley, Director cc: Louis Hasbrouck, Building Commissioner Note: If this availability is for a new construction, it must be hand delivered to the Building Inspector. 1>cnniis A+ater Application`: i at,r t t`<ali 3 7i i[Z'.cloc Fire Sprinkler System Protection Narrative Report P Upper Ridge Townhouse A Village Hill Northampton, MA Architect: Kuhn Riddle Architects 28 Amity Street -- Suite 2B Amherst, MA 01002 General Contractor: Wright Builders 48 Bates Street Northampton, MA 01060 Prepared By: Red Hawk Fire & Security 32 Char Drive Westfield, MA 01085 Telephone: 413-568-4709 Section-1 Basis of Design 1.1a This is a new two-story townhouse with a basement that will be protected by an automatic sprinkler system in accordance with the requirements of NFPA 13R, "Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height." There is a sufficient public water supply to meet the hydraulic demands of the building. 1.1b The building is classified by the architect as R-3 (Residential) Townhouse. The aggregate area of this townhouse is 9,288sq.ft. (not including detached garage) 780 CMR 51.00 Massachusetts Residential Code Eighth Edition Section R313.1.1 (2)allows a townhouse building with an aggregate area less than 12,000 square feet to have a fire sprinkler system designed in accordance with NFPA 13R 1.1c The building is 30' -6"in height. 1.Id The building has(2) two stories above grade. 1.1e There is a basement in this building. 1.1f The construction of the building is classified by the architect as 5B—Combustible Unprotected. 1.1g There appears to be no hazardous material usage or storage at this time. 1.1h There is site access arrangement for emergency response vehicles. 1.2 Applicable Laws, Regulations, and Standards NFPA 13R 2007 Installation of Sprinkler Systems in Residential Occupancies up to and including four stories in height. Massachusetts State Building Code 780 CMR Eighth Edition Massachusetts Residential Code 780 CMR 51.00 Eighth Edition IBC 2009 1.3 Design Responsibility for the Fire Sprinkler System The design responsibility of the fire sprinkler system is the installing contractor of the project. 1.4 Fire Protection System to be Installed a) Water Supply and Hydrants A new four (4) inch underground supply will be installed by others into the building. The existing hydrants shall serve as the hydrants for this building. b) Automatic Fire Sprinkler System The fire sprinkler system shall be designed in accordance with the requirements of NFPA 13R 2007. As allowed by NFPA 13R,the following areas shall not require fire sprinklers: Bathrooms less than 55 sq. ft. Closets less than 24 sq. ft. and the least dimension does not exceed 3'-0" Floor and ceiling spaces. Unused Attic Spaces. Stairs that are open and attached. Crawl Spaces. Fire sprinklers shall be installed on the outside porches and canopies as required by the Massachusetts State Building Code Section 903.3.1.2.1. A backflow preventer shall be installed on the underground service inside the building, A Storz Fire Department Connection shall be installed on the building in coordination with the local fire department. Section 2—Sequence of Operation 2.1 The fire sprinkler system will be monitored by a third party monitoring company. 2.2 Fire Sprinkler System Water Flow Upon sprinkler system water flow,the following functions shall be performed: • Indicate condition at the Fire Alarm Panel • Initiate building evacuation through building alarm system • Transmit alarm signal to central stations 2.3 Control Valve Signal The fire sprinkler system control valves are equipped with tamper switches to indicate either partial or complete closure. The tamper switches shall send a supervisory signal to the Fire Alarm Panel. Section 3--Testing Criteria 3.1 Personnel a) The installing contractor shall notify the owner and the local fire department of the testing schedule for the installation of the fire sprinkler system so that each may be represented at the time of testing. b) Testing shall be in compliance with the requirements of NFPA 13R 2007.A hydrostatic test of the fire sprinkler piping shall be performed at 200 psi for 2 hours. 3.2 Testing Equipment and Tools As-built drawings Notification Announcement Manufacturer's installation instructions,maintenance manuals,portable test pump and gauges, hoses and connections for piping hydrostatic test. 3.3 Approval Requirements A signed Contractor's Test and Material Certificate shall be given to each party as outlined in Section 3.1b to document system operation and testing. City ofNN[orthampton Mail-RE: 21,23,24,27,Moser Street https://mail.google.com/mail/?ui=2&ik=39211afc3d&view=pt&search... .„ . r :: , Charles Miller<cmiller @northamptonma.gov> RE: 21,23,24,27,Moser Street 1 message Duane Nichols <dnichols @northamptonma.gov> Thu, Nov 14, 2013 at 3:32 PM To: Charles Miller <cmiller @northamptonma.gov> Chuck, I am fine with issuing the foundation permits at this time. Thanks Duane From: Charles Miller [mailto:cmiller @northamptonma.gov] Sent: Thursday, November 14, 2013 3:18 PM To: Duane Nichols Subject: 21,23,24,27,Moser Street Hi Duane, This is a four unit townhouse on Village Hill being done by WBI. The sprinkler drawings are not in hence not approved. Do you have any issues with me issuing the foundation permits for the townhouses and related garages. thanks Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions. ) (City of Northampton E-mail is a public record except when it falls under one of the specific statutory exemptions. ) 1 of 1 11/14/2013 3:42 PM 00-00-6E o 0 O O 0-00 - oo-so-E l 00-90-9 l - A a -7 o a 0 NE ,:'. 0 os . ao i .:.:.,...„:::::________,_-::::: ==4.:::21::=...--:=1.-I : pl 11 I l g z its„: :: :: :: : „ : . :O i • ,. : : . .. p Q. O 4r m LT fh 4 N W. 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Il X X 1: iv o 0 0 ° o• a o 0 0 • 0 1 10-I ii • 0 8-08-00 ; !�, 'o A X I■I , (� X A . o 0 0 N N o O O o o •• - - • - o o ..:, O o XIS _ X • N; • A W IV A O . 9 p D O : ° n O Y;: • • ill rat . ! h I: !, : !I I , II X GD € ii O O O O V V_ i.e=l3 _,___ : V v N N 44.< 15-06-00 X 13-06-00 > > 00-0 0 0 / 39-00-00 ++++++111111EEtEEE ``C. o`i 0 a v This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or — Z f g Z implied by TEC for the structural integrity of the structure below the trusses or the affects of TECs product on the structure as a whole.The truss installer shall follow all II ! ,, 1 m 3 m z 3 SCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied z '" i i o m c 3 m to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent• e 2 C< m s m bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, Dp n m o A including but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to 4 ! '--" 3 A m % m W the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific y v rn X m o specifications unless clearly defined otherwise in writing by TEC. I p m m O , o 4 ` a Z m T This placement plan is Truss Engineering Corporation'sINTERPRETATION of plans and drawings as supplied to us.The building owner/owners agent is solely responsible �• ., m for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC 4± XI r immediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering ., = 2 Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation may be cut,drilled,or h.M" - —I L) altered in any way without first contacting TEC and receiving engineering documents allowing such. 3 > > 08 80-80-61. 80-80-61 00-00-Lo 93 1. L£ Z 30-1.0-80 30-1.0-90 00-40-10 43 Z1. 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G ♦■ eft V W a 2e m ►�� °° O O NS 2m ca, N "rIN N d O_ V W `<m , 1-0-0 1-m P' 35-00-00 \ A 15-06-00 13-06-00 - 00-0 1 O O ijIt Iruiliri �1 1 IU _ A hi .1! hi li : hi I O O i 0 O O 3 o i' _ o7r14,g y i1 :!:1 ::1':.:1 !I;�91.fri ,E N: o o o 4 k O 0 1 I. to ��1111-01-004'1 X416 'rp 'iii Ilr ___ ( p O 111 1 � O O O O O O N A O t.1 �E o I ' MIN !; -n1 �1 1111:11! Z9OI Oii Lt il i _. 15-06-00 13-06-00 - 10-01 o o o o oI{., _. Z l m Z implied by TEC for the structural integrity of the structure below the trusses or the affects of TECs product on the structure as a whole.The truss installer shall follow all PA O m 3 m z 3 SCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied n F a 0 W m m 3 m to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing(as shown on individual shop drawings),and permanent * it A C< C m 7'bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, r 2D F -o O including but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres to • — 3 0 m the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available upon request)regardless of any job specific lr•.11 ro V m 0 m specifications unless clearly defined otherwise in writing by TEC. O , 2 o 1 Z m m This placement plan is Truss Engineering Corporation'sINTERPRETATION of plans and drawings as supplied to us.The building owner owners agent is solely responsible 4 F" T P Bs PP g / g Y P Cfor verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEC • F immediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering ),..., = 2 Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation maybe cut,drilled,or ;•" 0 altered in any way without first contacting TEC and receiving engineering documents allowing such. -3 > . 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U'a 1 Er .4l' - .......• 3 o I � I-` C N -Zio N N2 € 00 ® f �� i �0 co N.) o ( o 0 0 _ ° '3 .:e-00 I 0 v N 1 i , N (XD N °g loo O I o o I I i 0 v 1 II r CCI _, 2 CD U) 3 N 00 n) N �' A C A co p Z t7 N O _ _. ..ii i 1". o °o Do , 141©M 29-00-00 ,. 00 0 35-00-00 .____..............__..___........ vv I o '5-This non-structural placement plan is provided for identifying the location of trusses as supplied by Truss Engineering Corporation(TEC).No responsibility is taken or V 0. a Z i m Z implied by TEC for the structural integrity of the structure below the trusses or the affects of TECs product on the structure as a whole.The truss installer shall follow all • m 3 Z 3 BCSI recommendations,construction document specifications as well as any site specific requirements to ensure safe and proper installation.No loading shall be applied Z m '< 5 v to trusses until properly and fully installed,including all sheathing,hangers,wall anchors,lateral web bracing e I O ED, 3 m g(as shown on individual shop drawings),and permanent �* 7J C•S C 6 71 bracing(as required by the construction documents).Installation contractor shall refer to the individual truss shop drawings for all structural requirements of trusses, 4 F 13 ' 7' including but not limited to bearing locations and requirements,ply to ply nailing,lateral web bracing,and truss spacing.Truss Engineering Corporation strictly adheres t• . ma i 3 'n ,m m D the'Standard Responsibilities in the Design of Metal Plate Connected Wood Trusses'as defined by TPI Chapter 2(available u � g Y P ( upon request)regardless of any job specific ' 1 0 dl 2 o ;it, specifications unless clearly defined otherwise in writing by TEC. 0 r- O o m m This placement plan is Truss Engineering Corporation'sINTERPRETATION of plans and drawings as supplied to us.The building owner/owner's agent is solely responsible C for verifying all dimensions,geometry,loads and load requirements for accuracy and full compliance to construction documents and shall be responsible for notifying TEe XF immediately of any discrepancies.The building owner/owner's agent is responsible for coordinating all construction details between trades.Truss Engineering i = Z Corporation isNOT responsible for field verification of dimensions or special conditions.No trusses supplied by Truss Engineering Corporation may be cut,drilled,or 0 altered in any way without first contacting TEC and receiving engineering documents allowing such. 3 > • > i. • j �o�vo�o��o ;Umcn-im mgr mm-iZ-1F �' x ' �^ —1 2 m co-rum 01-081-> W m w v c G) C I Q (n 0,e00 co c)� rrrC r0 N p m a u o3 a n-0 n 0 n n - m ..2 m2 IIn n 22 m OI v < a N n a O o O 0 0 o v a m w t0 _ m d NNN II X a g. bxxx - -8g 3 2 N N Z N N AAA Ob b9c,, p ?s, m A T T T P ((�� a _a �ooO�(n1 wo a U W c0 0 @ mNN g 9 5 �.V. 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V N 4 �� z _ e I♦ U d E m a .4 A vaia�_,EE$ Qd� 1"''' O •♦ my rii 1 N 1 F- S a •♦ O OOO m :.1 .0 If 10 dad co co 0) O $ C C C 0 0_00 0 0 0 i—x .E. .E JJv W C N N-0 e p N '9 0 N N M V O 02 :0 9�O 0? fO 0710 6P LL t �' 0 rc,_ v46A U o 0 000 V 7 G1 r to o NN N V X L. 5.m II NI N N E 42 2 CD N 00 03.055 0) co w Z V wxxceZI�= — Fu II II o II aII II II EII II II W el D 0 I D 0 U y J 2 J J J m 0 U W V V U n el 2 00 2000 2OO n_ F� QQ K 'g w o H 000000 m001I0200 ty m 0 CJ JI-ii __Ii -c/)mCr L ov2-2r-r v-2-eav u_ ENERGY STAR v3.0 Home Verification Summary Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton,MA Mark Newey Rating No:13-342-A1 Village Hill Al Rater ID:9271016 13-342 unit Al PLANS.blg Builder Wright Builders, Inc Projected Rating: Based on Plans - Field Confirmation Required. Building Information Rating Conditioned Area (sq ft) 1596 HERS Index 51 Conditioned Volume (cubic ft) 22218 HERS Index w/o PV 51 Insulated Shell Area (sq ft) 5377 HERS Index Target(SAF Adjusted) 73 Number of Bedrooms 3 HERS Index of Reference Design Home 73 Housing Type Townhouse, end unit Size Adjustment Factor 1.00 Foundation Type Conditioned basement This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV<=HERS Index of Reference Design Home AND HERS Index<= HERS Index Target to comply. (F.�roc:,"AR .. .. ....... ........ Building Shell Ceiling w/Attic R66,HDF+CE,4-16 U=0.015 Window Type U:0.22, SHGC:0.23 Sealed Attic None Window U-Value: 0.220, SHGC: 0.230 Vaulted Ceiling None Window/Wall Ratio 0.19 Above Grade Walls R26,HDF+CE,6-16,G1+5 U=0.039 Infiltration Type Blower door test Found. Walls(Cond) Superior2"rigd+R21G2 R=31.0 Infiltration Htg: 1.50 Clg: 1.50 ACH50 Found. Walls(Uncond) None Duct Leakage to Outside 0.00 CFM @ 25 Pascals Frame Floors None Total Duct Leakage 10.00 CFM®25 Pascals Slab Floors R10P,R15U,24W U=0.038 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution, 44.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Programmable Thermostat Heat=Yes; Cool=Yes Ventilation System Balanced: ERV, 54 cfm, 72.0 watts. Lights and Appliances Percent Interior Lighting 100.00 Clothes Dryer Fuel Electric Percent Garage Lighting 100.00 Clothes Dryer EF 3.01 Refrigerator(kWh/yr) 600.00 Clothes Washer LER 704.00 Dishwasher Energy Factor 0.70 Clothes Washer Capacity 2.87 Ceiling Fan (cfm/Watt): 70.40 Range/Oven Fuel Natural gas Note: Where feature level varies in home, the dominant value is shown. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A1 Village Hill Al Rater ID:9271016 13-342 unit Al PLANS.blg Builder Wright Builders, Inc Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 27.2 14.0 Above-Grade Walls: 83.2 57.1 Windows and Doors: 110.9 69.3 Basement Walls: 52.8 36.3 Overall UA(Design must be equal or lower): 274.1 176.6 Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower): 0.480 0.220 This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2009 edition.) In fact, this home surpasses the requirements by 35.6%. Building Elements Type U-Value Area Ceilings Roof R66,HDF+CE,4-16 0.015 205.0 Roof R30 hatch,XPS,4-24 0.046 5.0 Roof R66,HDF+CE,4-16 0.015 696.0 Above-Grade Walls Wall R26,HDF+CE,6-16,G1+5 0.039 1196.0 Wall R19,CE1,6-16 0.061 527.0 Wall R26,HDF+CE,6-16,G1+5 0.039 83.0 Joist rim amb 0.039 103.1 Joist rim adiabatic 0.047 31.0 Joist band amb 0.039 35.5 Joist band adiabatic 0.047 29.0 Joist band attic 0.043 41.5 Windows and Doors Window U:0.22, SHGC:0.23 0.220 37.2 Window U:0.22, SHGC:0.23 0.220 76.0 Window U:0.22, SHGC:0.23 0.220 20.0 Window U:0.22, SHGC:0.23 0.220 82.8 REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. • 2009 IECC Building UA Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A1 Village Hill Al Rater ID:9271016 13-342 unit Al PLANS.blg Builder Wright Builders, Inc Building Elements Type U-Value Area Window U:0.22, SHGC:0.23 0.220 12.0 Window U:0.22, SHGC:0.23 0.220 67.0 Window U:0.22, SHGC:0.23 0.220 14.0 Door R5 steel insul 0.168 8.0 Basement Walls Wall Superior2"rigd+R21G2 0.039 927.9 Wall R19,G1,6-16 0.043 279.0 REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 2009 IECC Energy Cost Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A1 Village Hill Al Rater ID:9271016 13-342 unit Al PLANS.blg Builder Wright Builders, Inc Annual Energy Cost $/yr 2009 IECC As Designed Heating 674 372 Cooling 100 118 Water Heating 286 182 SubTotal-Used to Determine Compliance 1061 672 Lights&Appliances 764 827 Photovoltaics -0 -0 Service Charge 0 0 Total 1825 1499 Mandatory Requirements Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower) 0.480 0.220 Home Infiltration(Section 402.4.2) PASSES Duct Leakage(Section 403.2.2) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 36.6%. Name Mark Newey Signature Organization Center for EcoTechnology Date 14 October 2013 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution,44.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Window-to-Floor Area Ratio: 0.19 Blower door test Htg: 1.50 Clg: 1.50 ACH50 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. • F- W CENTER FOR EcoTechnoIogy we make green make sense- ENERGY EFFICIENCY PLAN Project Location: Townhome Unit Al, Village Hill, Northampton MA Conditioned Floor Area 1596 Building Type Single family detached Bedrooms 3 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Buildinsar Envelope Specifications Used in Analysis Basement Condition 2"XPS R10 Superior Wall + R21 Fiberglass Batts Grade=2 Slab Floor 2"XPS R10 Perimeter+ 3"XPS R15 Underslab Above Grade Walls 2x6 framing with 2" HDF and 3.5"cellulose Grade= 1 + 1"XPS R5 sheathing Windows U-value= 0.22 SHGC =0.23 Glass Doors U-value= 0.22 SHGC= 0.23 Exterior Doors R5 insulated steel door Ceilings 2x4 framing with 2" HDF and 15"cellulose Grade= 1 Blower Door Test* 1.5 ACH50 or better* Thermal Enclosure Rater Checklist Meet Checklist Requirements as verified by a HERS rater at pre-drywall Parts 3&5 and final inspection *The 2009 IECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. Mechanical Systems Specifications Used in Analysis Heating Equipment 95%AFUE Natural Gas Furnace Cooling Equipment 14.5 SEER Central A/C Water Heating Equipment 0.95 EF Natural Gas On Demand Water Heater Duct Leakage 0 leakage to outside Duct Location Inside conditioned space Whole House Ventilation (ASHRAE 62.2) HRV 70% sensible recovery, 50%total recovery 46-55 CFM, 72 watts L, h na 0010119W,,s Specifications Used in Analysis Lighting 100%compact fluorescent bulbs Refrigerator ENERGY STAR Dishwasher ENERGY STAR Clothes Washer Provided by Owner Page 1 of 2 ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 51 Meets requirements of Mass Save Prescriptive Incentives—Option II ENERGY STAR HERS Index Target: 73 or lower Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3.Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. ®Stretch Energy Code compliance ®Mass Save Residential New Construction Prescriptive Incentives Option II ®ENERGY STAR version 3 certification As part of these services, CET will verify that your home meets all the requirements listed in the attached Program Description. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date: Printed Name: Company: CET Internal Use Only HERS Rater:Mark Newey Date of Preliminary Rating: 10/14/2013 Form v2013-02-20 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -QreenhomeOcetonline.orq ENERGY STAR v3 .0 Home Verification Summary Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A2 Village Hill A2 Rater ID:9271016 13-342 unit A2 PLANS.blg Builder Wright Builders, Inc Projected Rating: Based on Plans - Field Confirmation Required. Building Information Rating Conditioned Area (sq ft) 1320 HERS Index 54 Conditioned Volume (cubic ft) 17490 HERS Index w/o PV 54 Insulated Shell Area (sq ft) 4362 HERS Index Target(SAF Adjusted) 74 Number of Bedrooms 2 HERS Index of Reference Design Home 74 Housing Type Townhouse, inside unit Size Adjustment Factor 1.00 Foundation Type Conditioned basement This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. •aryl HERS Index w/o PV<=HERS Index of Reference Design Home AND HERS Index<= HERS Index Target to comply. fr"iii: Building Shell Ceiling w/Attic R66,HDF+CE,4-16 U=0.015 Window Type U:0.22, SHGC:0.23 Sealed Attic None Window U-Value: 0.220, SHGC: 0.230 Vaulted Ceiling None Window/Wall Ratio 0.24 Above Grade Walls R26,HDF+CE,6-16,G1+5 U=0.039 Infiltration Type Blower door test Found. Walls(Cond) R19,G1,6-16 R=19.0 Infiltration Htg: 1.50 Clg: 1.50 ACH50 Found. Walls(Uncond) None Duct Leakage to Outside 0.00 CFM @ 25 Pascals Frame Floors None Total Duct Leakage 1.00 CFM®25 Pascals Slab Floors R10P,R15U,24W U=0.038 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution, 50.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Programmable Thermostat Heat=Yes; Cool=Yes Ventilation System Balanced: ERV, 54 cfm, 72.0 watts. Lights and Appliances Percent Interior Lighting 100.00 Clothes Dryer Fuel Electric Percent Garage Lighting 100.00 Clothes Dryer EF 3.01 Refrigerator(kWh/yr) 600.00 Clothes Washer LER 704.00 Dishwasher Energy Factor 0.70 Clothes Washer Capacity 2.87 Ceiling Fan(cfm/Watt): 70.40 Range/Oven Fuel Natural gas Note: Where feature level varies in home, the dominant value is shown. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Northampton,MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A2 Village Hill A2 Rater ID:9271016 13-342 unit A2 PLANS.blg Builder Wright Builders, Inc Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 19.9 10.3 Above-Grade Walls: 37.1 25.4 Windows and Doors: 64.0 41.5 Basement Walls: 20.5 14.1 Overall UA(Design must be equal or lower): 141.5 91.3 Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower): 0.480 0.230 This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2009 edition.) In fact, this home surpasses the requirements by 35.4%. Building Elements Type U-Value Area Ceilings Roof R30 hatch,XPS,4-24 0.046 5.0 Roof R66,HDF+CE,4-16 0.015 660.0 Above-Grade Walls Wall R26,HDF+CE,6-16,G1+5 0.039 538.2 Wall R19,CE1,6-16 0.061 1136.0 Wall R26,HDF+CE,6-16,G1+5 0.039 28.0 Joist rim amb 0.039 42.0 Joist rim adiabatic 0.047 64.0 Joist band amb 0.039 28.0 Joist band adiabatic 0.047 64.0 Joist band attic 0.043 14.0 Windows and Doors Window U:0.22, SHGC:0.23 0.220 59.6 Window U:0.22, SHGC:0.23 0.220 40.0 Window U:0.22, SHGC:0.23 0.220 49.2 Window U:0.22, SHGC:0.23 0.220 12.0 Window U:0.34, SHGC:0.25 0.340 14.0 REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A2 Village Hill A2 Rater ID:9271016 13-342 unit A2 PLANS.blg Builder Wright Builders, Inc Building Elements Type U-Value Area Door R5 steel insul 0.168 8.0 Basement Walls Wall Superior2"rigd+R21G2 0.039 364.0 Wall R19,G1,6-16 0.043 576.0 REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 • 2009 IECC Energy Cost Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton,MA Mark Newey Rating No:13-342-A2 Village Hill A2 Rater ID:9271016 13-342 unit A2 PLANS.blg Builder Wright Builders, Inc Annual Energy Cost $/yr 2009 IECC As Designed Heating 388 184 Cooling 82 101 Water Heating 254 155 SubTotal-Used to Determine Compliance 724 440 Lights&Appliances 659 728 Photovoltaics -0 -0 Service Charge 0 0 Total 1383 1168 Mandatory Requirements Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower) 0.480 0.230 Home Infiltration(Section 402.4.2) PASSES Duct Leakage(Section 403.2.2) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 39.2%. Name Mark Newey Signature Organization Center for EcoTechnology Date 14 October 2013 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution, 50.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Window-to-Floor Area Ratio: 0.13 Blower door test Htg: 1.50 Clg: 1.50 ACH50 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. F- L1,,,J CENTER FOR U Ecolechnology" we make green make sense- ENERGY EFFICIENCY PLAN Project Location: Townhome Unit A2, Village Hill, Northampton MA Conditioned Floor Area 1320 Building Type Single family detached Bedrooms 2 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Buildinso;Envell©pe Specifications Used in Analysis Basement Condition 2"XPS R10 Superior Wall + R21 Fiberglass Batts Grade=2 Slab Floor 2"XPS R10 Perimeter+ 3"XPS R15 Undersiab Above Grade Walls 2x6 framing with 2" HDF and 3.5"cellulose Grade= 1 + 1"XPS R5 sheathing Windows U-value= 0.22 SHGC= 0.23 Glass Doors U-value= 0.22 SHGC= 0.23 Exterior Doors R5 insulated steel door Ceilings 2x4 framing with 2" HDF and 15"cellulose Grade= 1 Blower Door Test* 1.5 ACH50 or better* Thermal Enclosure Rater Checklist Meet Checklist Requirements as verified by a HERS rater at pre-drywall Parts 3 & 5 and final inspection *The 2009 IECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. Mechanical§v#tenis Specifications Used in Analysis Heating Equipment 95%AFUE Natural Gas Furnace Cooling Equipment 14.5 SEER Central A/C Water Heating Equipment 0.95 EF Natural Gas On Demand Water Heater Duct Leakage 0 leakage to outside Duct Location Inside conditioned space Whole House Ventilation (ASHRAE 62.2) HRV 70%sensible recovery, 50%total recovery 36-43 CFM, 72 watts UeWMq&ApD ancies Specifications Used in Analysis Lighting 100%compact fluorescent bulbs Refrigerator ENERGY STAR Dishwasher ENERGY STAR Clothes Washer Provided by Owner Bathroom Plumbing Fixtures WaterSense faucets and showerheads Page 1 of 2 ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 53 Meets requirements of Mass Save Prescriptive Incentives—Option II ENERGY STAR HERS Index Target: 74 or lower Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3.Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. ®Stretch Energy Code compliance ®Mass Save Residential New Construction Prescriptive Incentives Option II ® ENERGY STAR version 3 certification As part of these services, CET will verify that your home meets all the requirements listed in the attached Program Description. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date: Printed Name: Company: CET Internal Use Only HERS Rater.Mark Newey Date of Preliminary Rating: 10/14/2013 Form v2013-02-20 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -greenhome(dtcetonline.orq ENERGY STAR v3 .0 Home Verification Summary Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A3 Village Hill A3 Rater ID:9271016 13-342 unit A3 PLANS.blg Builder Wright Builders, Inc Projected Rating: Based on Plans - Field Confirmation Required. Building Information Rating Conditioned Area(sq ft) 1320 HERS Index 54 Conditioned Volume(cubic ft) 17490 HERS Index w/o PV 54 Insulated Shell Area (sq ft) 4346 HERS Index Target(SAF Adjusted) 74 Number of Bedrooms 2 HERS Index of Reference Design Home 74 Housing Type Townhouse, inside unit Size Adjustment Factor 1.00 Foundation Type Conditioned basement • This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV<=HERS Index of Reference Design Home AND HERS Index<= HERS Index Target to comply. t+F.h;,re,.iari Building Shell Ceiling w/Attic R66,HDF+CE,4-16 U=0.015 Window Type U:0.22, SHGC:0.23 Sealed Attic None Window U-Value: 0.220, SHGC: 0.230 Vaulted Ceiling None Window/Wall Ratio 0.25 Above Grade Walls R26,HDF+CE,6-16,G1+5 U=0.039 Infiltration Type Blower door test Found. Walls(Cond) R19,G1,6-16 R=19.0 Infiltration Htg: 1.50 Clg: 1.50 ACH50 Found. Walls(Uncond) None Duct Leakage to Outside 0.00 CFM®25 Pascals Frame Floors None Total Duct Leakage 1.00 CFM®25 Pascals Slab Floors R10P,R15U,24W U=0.038 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution, 50.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Programmable Thermostat Heat=Yes; Cool=Yes Ventilation System Balanced: ERV, 54 cfm, 72.0 watts. Lights and Appliances Percent Interior Lighting 100.00 Clothes Dryer Fuel Electric Percent Garage Lighting 100.00 Clothes Dryer EF 3.01 Refrigerator(kWh/yr) 600.00 Clothes Washer LER 704.00 Dishwasher Energy Factor 0.70 Clothes Washer Capacity 2.87 Ceiling Fan (cfm/Watt): 70.40 Range/Oven Fuel Natural gas Note: Where feature level varies in home, the dominant value is shown. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A3 Village Hill A3 Rater ID:9271016 13-342 unit A3 PLANS.blg Builder Wright Builders, Inc Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 19.9 10.3 Above-Grade Walls: 34.0 23.3 Windows and Doors: 64.0 41.5 Basement Walls: 20.5 14.1 Overall UA(Design must be equal or lower): 138.5 89.2 Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower): 0.480 0.230 This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2009 edition.) In fact, this home surpasses the requirements by 35.6%. Building Elements Type U-Value Area Ceilings Roof R30 hatch,XPS,4-24 0.046 5.0 Roof R66,HDF+CE,4-16 0.015 660.0 Above-Grade Walls Wall R26,HDF+CE,6-16,G1+5 0.039 489.2 Wall R19,CE1,6-16 0.061 1155.0 Wall R26,HDF+CE,6-16,G1+5 0.039 28.0 Joist rim amb 0.039 40.0 Joist rim adiabatic 0.047 66.0 Joist band amb 0.039 26.0 Joist band adiabatic 0.047 66.0 Joist band attic 0.043 14.0 Windows and Doors Window U:0.22, SHGC:0.23 0.220 59.6 Window U:0.22, SHGC:0.23 0.220 40.0 Window U:0.22, SHGC:0.23 0.220 49.2 Window U:0.22, SHGC:0.23 0.220 12.0 Window U:0.34, SHGC:0.25 0.340 14.0 REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A3 Village Hill A3 Rater ID:9271016 13-342 unit A3 PLANS.blg Builder Wright Builders, Inc Building Elements Type U-Value Area Door R5 steel insul 0.168 8.0 Basement Walls Wall Superior2"rigd+R21G2 0.039 360.0 Wall R19,G1,6-16 0.043 594.0 REM/Rate- Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 2009 IECC Energy Cost Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A3 Village Hill A3 Rater ID:9271016 13-342 unit A3 PLANS.blg Builder Wright Builders, Inc Annual Energy Cost $/yr 2009 IECC As Designed Heating 380 179 Cooling 82 101 Water Heating 254 155 SubTotal-Used to Determine Compliance 715 435 Lights ft Appliances 659 728 Photovoltaics -0 -0 Service Charge 0 0 Total 1375 1163 Mandatory Requirements Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower) 0.480 0.230 Home Infiltration (Section 402.4.2) PASSES Duct Leakage(Section 403.2.2) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 39.2%. Name Mark Newey Signature Organization Center for EcoTechnology Date 14 October 2013 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution, 50.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Window-to-Floor Area Ratio: 0.13 Blower door test Htg: 1.50 Clg: 1.50 ACH50 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. L(_) CENTER FOR (.) ��` � EcoTechnoIogy we make green make sense- ENERGY EFFICIENCY PLAN Project Location: Townhome Unit A3, Village Hill, Northampton MA Conditioned Floor Area 1320 Building Type Single family detached Bedrooms 2 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: BUldine Envelope Specifications Used in Analysis Basement Condition 2"XPS R10 Superior Wall+ R21 Fiberglass Batts Grade=2 Slab Floor 2"XPS R10 Perimeter+3"XPS R15 Underslab Above Grade Walls 2x6 framing with 2" HDF and 3.5"cellulose Grade= 1 + 1"XPS R5 sheathing Windows U-value= 0.22 SHGC= 0.23 Glass Doors U-value= 0.22 SHGC = 0.23 Exterior Doors R5 insulated steel door Ceilings 2x4 framing with 2" HDF and 15"cellulose Grade= 1 Blower Door Test* 1.5 ACH50 or better* Thermal Enclosure Rater Checklist Meet Checklist Requirements as verified by a HERS rater at pre-drywall Parts 3 &5 and final inspection *The 2009 IECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. Mechanical Systems Specifications Used in Analysis Heating Equipment 95%AFUE Natural Gas Furnace Cooling Equipment 14.5 SEER Central A/C Water Heating Equipment 0.95 EF Natural Gas On Demand Water Heater Duct Leakage 0 leakage to outside Duct Location Inside conditioned space Whole House Ventilation (ASHRAE 62.2) HRV 70%sensible recovery, 50%total recovery 36-43 CFM, 72 watts Pqhfing&<40Pflancetl. Specifications Used in Analysis Lighting 100%compact fluorescent bulbs Refrigerator ENERGY STAR Dishwasher ENERGY STAR Clothes Washer Provided by Owner Bathroom Plumbing Fixtures WaterSense Faucets and Showerheads Page 1 of 2 ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 54 Meets requirements of Mass Save Prescriptive Incentives—Option II ENERGY STAR HERS Index Target: 74 or lower Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3.Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. ®Stretch Energy Code compliance ®Mass Save Residential New Construction Prescriptive Incentives Option II ENERGY STAR version 3 certification As part of these services, CET will verify that your home meets all the requirements listed in the attached Program Description. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date: Printed Name: Company: CET Internal Use Only HERS Rater:Mark Newey Date of Preliminary Rating: 10/14/2013 Form v2013-02-20 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -nreenhomeAcetonline.orq ENERGY STAR v3 .0 Home Verification Summary Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton,MA Mark Newey Rating No:13-342-A4 Village Hill A4 Rater ID:9271016 13-342 unit A4 PLANS.blg Builder Wright Builders, Inc Projected Rating: Based on Plans - Field Confirmation Required. Building Information Rating Conditioned Area (sq ft) 1692 HERS Index 52 Conditioned Volume (cubic ft) 22986 HERS Index w/o PV 52 Insulated Shell Area(sq ft) 5491 HERS Index Target(SAF Adjusted) 74 Number of Bedrooms 4 HERS Index of Reference Design Home 74 Housing Type Townhouse, end unit Size Adjustment Factor 1.00 Foundation Type Conditioned basement This home MEETS OR EXCEEDS the EPA's requirements for an ENERGY STAR Home. HERS Index w/o PV<= HERS Index of Reference Design Home AND HERS Index<= HERS Index Target to comply. Building Shell Ceiling w/Attic R66,HDF+CE,4-16 U=0.015 Window Type U:0.22, SHGC:0.23 Sealed Attic None Window U-Value: 0.220, SHGC:0.230 Vaulted Ceiling None Window/Wall Ratio 0.18 Above Grade Walls R26,HDF+CE,6-16,G1+5 U=0.039 Infiltration Type Blower door test Found. Walls(Cond) Superior2"rigd+R21G2 R=31.0 Infiltration Htg: 1.50 Clg: 1.50 ACH50 Found. Walls(Uncond) None Duct Leakage to Outside 0.00 CFM®25 Pascals Frame Floors None Total Duct Leakage 1.00 CFM®25 Pascals Slab Floors R10P,R15U,24W U=0.038 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution, 50.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Programmable Thermostat Heat=Yes; Cool=Yes Ventilation System Balanced: ERV, 54 cfm, 72.0 watts. Lights and Appliances Percent Interior Lighting 100.00 Clothes Dryer Fuel Electric Percent Garage Lighting 100.00 Clothes Dryer EF 3.01 Refrigerator(kWh/yr) 600.00 Clothes Washer LER 704.00 Dishwasher Energy Factor 0.70 Clothes Washer Capacity 2.87 Ceiling Fan (cfm/Watt): 70.40 Range/Oven Fuel Natural gas Note: Where feature level varies in home, the dominant value is shown. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton, MA Mark Newey Rating No:13-342-A4 Village Hill A4 Rater ID:9271016 13-342 unit A4 PLANS.blg Builder Wright Builders, Inc Elements Insulation Levels 2009 IECC As Designed Shell UA Check Ceilings: 27.1 14.0 Above-Grade Walls: 88.0 60.3 Windows and Doors: 107.2 68.7 Basement Walls: 50.7 34.9 Overall UA(Design must be equal or lower): 273.0 177.8 Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower): 0.480 0.226 This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 5A. (Section 402, International Energy Conservation Code, 2009 edition.) In fact,this home surpasses the requirements by 34.9%. Building Elements Type U-Value Area Ceilings Roof R66,HDF+CE,4-16 0.015 108.0 Roof R30 hatch,XPS,4-24 0.046 5.0 Roof R66,HDF+CE,4-16 0.015 792.0 Above-Grade Walls Wall R26,HDF+CE,6-16,G1+5 0.039 1269.7 Wall R19,CE1,6-16 0.061 578.0 Wall R26,HDF+CE,6-16,G1+5 0.039 72.0 Joist rim amb 0.039 101.0 Joist rim adiabatic 0.047 33.0 Joist band amb 0.039 65.0 Joist band adiabatic 0.047 33.0 Joist band attic 0.043 36.0 Windows and Doors Window U:0.22, SHGC:0.23 0.220 83.7 Window U:0.22, SHGC:0.23 0.220 12.7 Window U:0.22, SHGC:0.23 0.220 16.7 Window U:0.22, SHGC:0.23 0.220 69.4 REM/Rate- Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. © 1985-2013 Architectural Energy Corporation, Boulder, Colorado. 2009 IECC Building UA Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton,MA Mark Newey Rating No:13-342-A4 Village Hill A4 Rater ID:9271016 13-342 unit A4 PLANS.blg Builder Wright Builders, Inc Building Elements Type U-Value Area Window U:0.22, SHGC:0.23 0.220 12.0 Window U:0.22, SHGC:0.23 0.220 64.4 Window U:0.22, SHGC:0.23 0.220 25.4 Window U:0.34, SHGC:0.25 0.340 14.0 Door R5 steel insul 0.168 8.0 Basement Walls Wall Superior2"rigd+R21G2 0.039 895.0 Wall R19,G1,6-16 0.043 297.0 REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. Page 2 of 2 2009 IECC Energy Cost Compliance Property Organization HERS Northampton, MA 01060 Center for EcoTechnology Projected Rating 413 586 7350 10/14/13 Weather:Northampton,MA Mark Newey Rating No:13-342-A4 Village Hill A4 Rater ID:9271016 13-342 unit A4 PLANS.blg Builder Wright Builders, Inc Annual Energy Cost $/yr 2009 IECC As Designed Heating 673 355 Cooling 118 143 Water Heating 318 208 SubTotal-Used to Determine Compliance 1109 706 Lights ft Appliances 836 895 Photovoltaics -0 -0 Service Charge 0 0 Total 1944 1601 Mandatory Requirements Window U-Factor Check(Section 402.5) Window U-Factor(Design must be equal or lower) 0.480 0.226 Home Infiltration (Section 402.4.2) PASSES Duct Leakage(Section 403.2.2) PASSES This home MEETS the annual energy cost requirements of Section 405 of the 2009 International Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses the requirements by 36.3%. Name Mark Newey Signature Organization Center for EcoTechnology Date 14 October 2013 Mechanical Systems Water Heating Instant water heater, Gas, 0.95 EF. Heating Fuel-fired air distribution, 50.0 kBtuh, 95.0 AFUE. Cooling Air conditioner, 30.0 kBtuh, 14.0 SEER. Window-to-Floor Area Ratio: 0.18 Blower door test Htg: 1.50 Clg: 1.50 ACH50 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2009 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v14.3 This information does not constitute any warranty of energy cost or savings. ©1985-2013 Architectural Energy Corporation, Boulder, Colorado. F W CENTER FOR U EcoTechnoIogy we make green make sense- ENERGY EFFICIENCY PLAN Project Location: Townhome Unit A4, Village Hill, Northampton MA Conditioned Floor Area 1692 Building Type Single family detached Bedrooms 4 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: Building Envelop, Specifications Used in Analysis Basement Condition 2"XPS R10 Superior Wall+ R21 Fiberglass Batts Grade=2 Slab Floor 2"XPS R10 Perimeter+ 3"XPS R15 Underslab Above Grade Walls 2x6 framing with 2" HDF and 3.5"cellulose Grade= 1 + 1"XPS R5 sheathing Windows U-value= 0.22 SHGC= 0.23 Glass Doors U-value= 0.22 SHGC = 0.23 Exterior Doors R5 insulated steel door Ceilings 2x4 framing with 2" HDF and 15"cellulose Grade= 1 Blower Door Test* 1.5 ACH50 or better* Thermal Enclosure Rater Checklist Meet Checklist Requirements as verified by a HERS rater at pre-drywall Parts 3& 5 and final inspection *The 2009 IECC requires a blower door test result of 7 ACH50 or lower. The number listed here requires significant improvements in air sealing beyond the base energy code. Systg g Specifications Used in Analysis Heating Equipment 95%AFUE Natural Gas Furnace Cooling Equipment 14.5 SEER Central A/C Water Heating Equipment 0.95 EF Natural Gas On Demand Water Heater Duct Leakage 0 leakage to outside Duct Location Inside conditioned space Whole House Ventilation (ASHRAE 62.2) HRV 70%sensible recovery, 50%total recovery 54-65 CFM, 72 watts Lighting J ppii 11 Specifications Used in Analysis Lighting 100%compact fluorescent bulbs Refrigerator ENERGY STAR Dishwasher ENERGY STAR Clothes Washer Provided by Owner Bathroom Plumbing Fixtures WaterSense Faucets and Showerheads Page 1 of 2 s i ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 52 Meets requirements of Mass Save Prescriptive Incentives—Option II ENERGY STAR HERS Index Target: 74 or lower Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3.Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s) indicated below. CET will charge fees for these activities based on the Price List attached to your Home Energy Rating Services Agreement. ®Stretch Energy Code compliance ®Mass Save Residential New Construction Prescriptive Incentives Option II ®ENERGY STAR version 3 certification As part of these services, CET will verify that your home meets all the requirements listed in the attached Program Description. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions are correct. Signature: Date: Printed Name: Company: CET Internal Use Only HERS Rater.Mark Newey Date of Preliminary Rating: 10/14/2013 Form v2013-02-20 Page 2 of 2-Please send signed form to the Center for EcoTechnology Tel(413)586-7350 ext.242-Fax(413)586-7351 -areenhome(c icetonline.orq City of Northampton t M M 56� '""'s C`. ' ,„s ` i” Massachusetts �� - ��,, ° `G y DEPARTMENT OF BUILDING INSPECTIONS ,,` 212 Main Street • Municipal Building 0p -ra �* „Pt": +v Northampton, MA 01060 ssb'jy""' ,j�� \ INS PECTOR Wright Builders Inc. December 03,2013 48 Bates Street Northampton, MA 01060 Subject Location: 21-27 Moser Street Northampton Map Block: 38A-148 Mr. Heilman, Your building permit application and plans dated 8-12-13 have been approved as drawn, noted and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. Braced wall detailing at the garage door. 2. Fire separation walls must continue to the exterior sheathing.Where the unit walls are offset the separation needs to continue to the outside corner's sheathing. 3. No work is to begin until the approval for the sprinkler drawings have been received. 4. Heating calculations.The HVAC contractor must take a sheet metal permit! As of August 4th 2011 the 8th 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.cyberregs.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 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. 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 Y2" 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. 780 CMR R310.1 9. 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. 10. Steel straps over the ridge or 1x4 minimum collar ties are required 4' OC in the upper 1/3rd 780 CMR R802.3.1 11. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 12. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. S ' • 13. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. I-joist and or Floor Truss c. Roof truss 14. 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. NOT PNEUMATIC NAILS 15. 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. 16. 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 17. 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 18. 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 19. 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 1st 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 20. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8'4", 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 1'4" 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. 21. 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. 22. 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. 23. 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%2" strap across the area and 6" beyond each side with 8- 10nd nails.780 CMR R602.6.1 24. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3' clearance from windows. 780 CMR M1502.3 25. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing.780 CMR M1502.4.3 26. Dryer duct maximum equivalent length is 25' less 5' per 90°elbow or per manufacturer's specs.780 CMR M1502.4.4.1, no screwed connections. 27. Markup air is required for any exhaust hood of 400 CFM or more. 780 CMR M1503.4 28. 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 29. 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. 30. Ignition barriers in place before final.780 CMR R316. 31. 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%2" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 32. 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. 33. 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 is dirt filter out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 34. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 35. 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. 36. 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. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 37. Closets beneath stair which have doors must be drywalled with%".780 CMR R302.7 38. 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,gasketed, and secured in place. 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, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmilleranorthamptonma.gov Thank you for your coo•- ation on these matters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement