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44-014 (20) BP-2022-0222 254 OLD WILSON RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 44-014-001 CITY OF NORTHAMPTON Permit: New Build PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2022-0222 PERMISSIONIS HEREBY GRANTED TO: Project# NEW HOUSE Contractor: License: Est. Cost: 778768 WRIGHT BUILDRS INC 116185 Const.Class: Exp.Date: 11/06/2024 Use Group: Owner: PHIPPEN, EDITH & ADAMS, BRIAN Lot Size (sq.ft.) Zoning: SR/WP Applicant: WRIGHT BUILDRS INC Applicant Address Phone: Insurance:, 48 BATES ST. 413-923-2870 MCC-200-20000534 NORTHAMPTON, MA 01060 ISSUED ON:03/22/2022 TO PERFORM THE FOLLOWING WORK: NEW SINGLE FAMILY HOUSE 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: Gas: Final: Final: Rough Frame: Rough: Fire Department Driveway Final: Fireplace/Chimney: Final: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: I Q (pi I Fees Paid: $1,517.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner Mans to Plans -c_, 17T—lEa-riEi'.2 1 ir e_t ((Ali/021-6 —MAR - 6 2022 I f_ oiawealth of Massachusetts T.of Guil.niN�$ tildir) Regulations and Standards FOR�4 �'oriTHn�nr*° ^A -State Building Code,780 CMR MUNICIPALITY USE Building Permit Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Only Building ermit Number: tit," 3' 42 > Date Applied: LaJIa3 !toss // 3-zz-zazz Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 254 Old Wilson Road Northampton,MA 01062 44 014 1.1 a Is this an accepted street?yes X no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: SR Single Family 41,380 sq ft 132.90' Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 30 30+ 15 18+ 30 30+ 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public IN Private El —Zone: Outside Flood Zone? Municipal❑ On site disposal system El Check if yes® SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner.'of Record: Edith Phippen and Brian Adams Northampton,MA 01062 Name(Print) City,State,ZIP 254 Old Wilson Road 413-923-4173 smolts123@yahoo.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction® Existing Building 0 Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg.0 Number of Units Other 0 Specify: Brief Description of Proposed Work2:New energy efficient home.3 bedrooms,2 1/2 bath,garage,wood framed,asphalt shingle roofing,wood or fiber cement siding,decks and screenporch. SECTION 4:ESTIMATED CONSTRUCTION COSTS Estimated Costs: Item Official Use Only (Labor and Materials) 1.Building $693,269 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $30,188 ❑Standard City/Town Application Fee ❑Total Project Costa(Item 6)x multiplier x 3.Plumbing $27,035 2. Other Fees: $ 4.Mechanical (HVAC) $28,276 List: 5.Mechanical (Fire $ Suppression) Total All Fees: 411 I 1 6.Total Project Cost: $778,768.0o Check No( l heck Amount: 1 Cash Amount: 0 Paid in Full ❑Outstanding Balance Due: C\NeLlt, 4 (93a1 6 SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-116185 11/06/2024 Todd D Mittler License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 162 Kendall Street No.and Street Type Description Granby,MA 01033 U Unrestricted(Buildings up to 35,000 Cu.ft.) R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-320-8928 tmittler©wright-builders.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 101536 6/25/2022 Wright Builders Inc HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 48 Bates Street nwright©wright-builders.com No.and Street Email address Northampton,MA 01060 413-923-2870 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AB'NIDAVIT(M.G.L.c.152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ® No .❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT • I,as Owner of the subject property,hereby authorize (' 1 i to work au oriz byth. buildingit application.. writs._ to act on my behalf,in all matters relative e� pe PP (3( 19--2- Print Owner's Name(Electronic i store) `V SECTION 7b:OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Ryan J Crandall — 2/28/2022 Print Owner's or Auth ed Ag s Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) 3,942 (including garage,finished basement/attics,decks or porch) Gross living area(sq.ft.) 2,428 Habitable room count 5 Number of fireplaces u Number of bedrooms 3 Number of bathrooms 2 Number of half/baths 1 Type of heating system Air Heat Pumps Number of decks/porches 4 Type of cooling system Air Heat Pumps Enclosed i Open 3 3. "Total Project Square Footage"may be substituted for"Total Project Cost" CITY OF NORTHAMPTON SETBACK PLAN MAP: LOT: LOT SIZE: REAR LOT DIMENSION: REAR YARD SIDE YARD Please see the attached Site Plan SIDE YARD full 6 ,7e pr:/1+ �n �IarS FRONT SETBACK FRONTAGE 1 @i j#I ii, ill _ y 1 ll.1 y�fih! p II iFtF tijif iy �NI ! ; trt 5 E a , a 4 R 1 Ili fl.il ll ! 7 1 { '\� ' ate` t :f d :4+ . 1 J .•• t • l�:. u, .p{i � t,s-,. s`z ' �{ i, v 11 i �K .�'�r ,4itie � P ` '-S a { k fir? , a r °Itj _] a.>•.,.r 4' ` .c 14 «tee p , it'0,1,et,, : r I e It li'!, ; t r . e >'��+/ w.;+ e 1 f t / f � r' 1� t f art 1 �1� t 1 � j � �, *-4`r,rj 1 d aU # jr .�,!r .� - � I r d i �=y°� t x r i I a/-1 m�F�€ t "fig , � 'r + f ' ' 0 d y 1 tYf ,�� �1 i k "V r 3rrA. tf `� iro, ;-•j.16.,6--(;,6-,-tt.,'i',:,41-1-;;:,;-,,,`:;-'6';',:.7:-:',.--.1L./ /'‘,, ,," ..;.-,1-..•,&,!4‘....1.-tf.,.--;ttl,.:1 i;\ ,, .!,. i k,...,',4,4T1i;;;'. 1 ..--t-4 f.. 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Ittraramewspn..1.1.164...nreptgove. ______11•Pstsrlelteenauln.k , iNO7 .12.17 LOT I City of Northampton �>> ""`_ Massachusetts + * G 4 .$ DEPARTMENT OF BUILDING INSPECTIONS ?` I,ri ,, ' B 212 Main Street • Municipal Building Jed`'..„ ,pD% $ er- -i Northampton, MA 01060 s'N,y'.VD0- CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A, The debris will be disposed of in: Location of Facility: The debris will be transported by: {{E Name of Hauler: J&J&Sons 11 Goshen Road,Williamsburg,MA 01096 Signature of Applicant: Nicholas Wright Date: 2/28/2022 The Cnnm onovealith ofMassachusetts t'.......40, scsl K flot4tz � ` s� Department ofto istrin lAccid ent s I Ct,rgrssStreer,Smile 101 Boston,MA 021142(117 t w)►:mossgnv/din Workers'Compensation insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITIITIIE PERMI7l'lNC Al1TihOItITV. Annlicaut Information Please Print t_eiiihivName(11usittesslfr7;nnizaUatdlttttiviriuu1): Wright%elders Inc Address: 48 Bates Street I City/StaidZip: Northampton,MA.01062 phone ft:;413.9232070 Are you an employer?Cheek tire apptuprinte host Type or project(required): 1.(C I aura ins:playa with 22, Lrlgdoyecs(full makepua4iine).4 7. J New construction 2Cl1ama sole proprietorgrporinetsltip and have noeulpIoyorswinking krnieiu K.c3 Remodeling any rapacity.[No workers'comp.iiautnnce rttituin'd4 30 taut a llunseowitly doing all work myself,(No workers'cualp.imunune roquircd.l t 9. El Demolition 10 C]Building addition 4.(i I sat a itunieuwiu,and will be hiring contractorsto cuduct all work musty propity. I will mum that ull amtntctans cidserltaws porkers'cea iertsatirur Moraine or arc sole I I.CI Electrical repairs or additions p eprietors with no employees. 12.0 Plumbing repairs or additions 50 I ant a general cantraetor and I have hired Ilse sub-contnwats listen on the attaebmiab at. These sob-coatractars.have erttploye,s acid tsar:w viers'chimp.btsur$nee t !3 R Dot YCpitiis 0.0 We.area covetatiun arts its officers•haz a exercised tleeit rigtst afexetnptien per MaL' I"l Olher 132,§1(4),and we Itavc no employees.[No walkers'camp.Wm:ranee required.) *Any'applicant that cheeks box 01 mutt also fill out the section below showing their workers'compensation policy infant:Mots. t Homeowners who submit this affidavit indicating they:are doing aIlwork and tltcu tare outside contractors must submit a new affutavit indicating such. teontraitors that cheek this.box roust ausclsem an additional sheet showing the name orate sntheabtractar'r,.anil state whether or riot dna.•entities haw employees If the sub.eontraetors have employees,they mum ptrMde their workers'camp.policy tsainber. I am an employer that Is providing workers'compensation Insurance for my entplorr s. Below Is the'Jolley and job site Inferntrattnn. Insurance Company Name: Al M Mutual Ins.Co, Policy#or Self ins.Lie.it: MQC 209-20t905.34-2021A Expiration Date: 3/1/2023 Job Site Address: 254 Old Wilson Road City/StatefLip:.Northampton,MA(31062 Attach a copy of the workers'compettsatlott policy declaration page(showing the policy number and exislratiott date). Failure to secure coverage as required under hiGI c. 152,§25A is a criminal violation punishable by a tine up to$1,500.00 and/or one-year imprisonment,as well as civil pesta1ties in the form of a STOP WORK ORDER and a line of up to S250.00 a day against the violator.A copy of this statement may be for►varded to the Offiee of Investigations of the DIA for insurance coverage verification. l do hereby earl &under Me pnirty) c et es ofpr'dtry that the Infannotion protd tlE it abut'e is t fie anet cornea g gnature: Nicholas Wright ///nigq Date: 2/28/2022 phone#l: 413-923.2870 Do not finite In this area,lehe completedrchy or town 1 IssUltig AtilltorityA I.Board 1 ilealth 2.BuildingInspector Electrical l Contact6.Other 9 Phone ik 0[� (E! t({S WRIGBUI-01 KAYLA ,4c1:=)RO CERTIFICATE OF LIABILITY INSURANCE DATE(M 2/28/2022YY) 2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Kayla Marie Drinkwine NAME: Phillips Insurance Agency,Inc. PHONE FAX 97 Center Street (A/c,No,Eat): (413)594-5984 (A/C,No):(413)592-8499 Chicopee,MA 01013 Mass:kayla@phillipsinsurance.com INSURERS)AFFORDING COVERAGE NAIC# INSURER A:EMC Insurance Companies 21415 INSURED INSURER B:Massachusetts Employers Insurance Company Wright Builders,Inc. INSURER C:_ 48 Bates Street INSURER D: Northampton,MA 01060 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRINSD MID (MM/DD/YYYY)__(MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR 6D18616 3/1/2022 3/1/2023 DAMAGE TO RENTED 500,000 PREMISES(Ea occurrence) $ MED EXP(Any one person) $ 10,000 PERSONAL$ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY X JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: EMPLOYEE BENEFI $ 1,000,000 A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 (Ea accident) $ X ANY AUTO 6Z18616 3/1/2022 3/1/2023 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS� BODILY INJURY(Per accident) $ AUTOS ONLY AUTO ONLYY (Perr acc dent)AMAGE A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE 6J18616 3/1/2022 3/1/2023 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 $ B WORKERS COMPENSATION X AND EMPLOYERS'LIABILITY STATUTE ER MCC-200-2000534-2021A 3/1/2022 3/1/2023 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A E.L.EACH ACCIDENT $ OFFICER/MEMBERrt EXCLUDED? 500,000 (Mandatory NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 1000000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ ' ' DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD W CENTER FOR U EcoTechnologT we make green make sense- ENERGY EFFICIENCY PLAN Project Address: 254 Old Wilson Rd, Northampton MA Conditioned Floor Area 2,379 ft2 Volume 40,575 ft3 Building Type Single family detached Bedrooms 3 Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating based on the construction plans you have provided. Any energy features not listed below are assumed to meet the prescriptive requirements of the IECC 2018. Building Envelope Specifications Used in Analysis Foundation Walls Superior Wall Xi Plus Basement Slab 4"XPS (R-20) underneath Rim & Band Joists 3" closed cell spray foam (R-21) Floor Over Basement R-19 fiberglass batts 2x4 double stud wall with 3"gap between walls Exterior Walls 10"densepacked cellulose (R-35) all cavities fully enclosed by air barrier on top & both sides 2x4 double stud wall with 3" gap between walls Walls to Garage 10"densepacked cellulose (R-35) all cavities fully enclosed by air barrier on top& both sides Windows U-value = 0.18, SHGC = 0.29 Glass Doors U-value = 0.18, SHGC = 0.29 Exterior Doors R-5/U-0.20 Flat Ceilings 16" loose-blown cellulose (R-59), sealed eave wind baffles Full insulation contact with sheetrock ceiling Sloped Roof/Ceiling 22"dense-packed cellulose (R-77) In 23"trusses with vent channels Attic Hatches 4" XPS foam board (R-20), fully gasketed, framed edge dam to height of surrounding insulation Blower Door Test 1.0 ACH50 Thermal Enclosure Checklist Meet all Checklist Requirements as verified by a HERS rater at pre- drywall and final inspection Plumbing Systems Specifications Used in Analysis Water Heating Equipment Heat pump water heater 3.57 EF Domestic Hot Water Pipes Maximum of 40 feet horizontal distance from water heater to farthest fixture Plumbing Fixtures WaterSense showerheads and lavatory faucets Center for EcoTechnology • 320 Riverside Drive, 1A • Northampton, MA 01062 Please call 888-452-8805 or email highperformance@cetonline.org with any questions or for additional assistance. ENERGY EFFICIENCY PLAN Mechanical Systems Specifications Used in Analysis Heating and Cooling Equipment Ductless mini-split heat pumps (1 head per outdoor unit) Main Living Spaces and Office 12.5 HSPF, 20 SEER Heating and Cooling Equipment Ductless multi-split heat pump (3 heads per outdoor unit) Bedrooms 9.8 HSPF, 17 SEER Supplemental Heating Two 500 watt heaters (in bathrooms) Thermostats Programmable Heat Recovery Ventilator(76 CFM continuous ventilation) Whole House Ventilation 78% Sensible Recovery Efficiency 42 watts Lighting &Appliances Specifications Used in Analysis Lighting 100% LED Refrigerator 691 kWh/year or less Dishwasher ENERGY STAR certified Clothes Washer Any Clothes Dryer Any Electric Preliminary Home Energy Rating Results Based on the assumptions described above, we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS Index: 35 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. Preliminary Rater:Mark Newey Date:2/17/2022 Job#:21-24784-3 Center for EcoTechnology • 320 Riverside Drive, 1A • Northampton, MA 01062 Please call 888-452-8805 or email highperformance@cetonline.org with any questions or for additional assistance. Bk:13554 Pg:95 SOPINNIN 000 Bk: 13554Pg:95 Page: 1 of 3 Recorded: 03/03/2020 10:47 AM `:cam<. # CITY OF NORTHAMPTON PERMIT DECISION ��`="^` `c`; �``"..° DATES PROJECT INFORMATION Submitted 11/27/19 Owner Gil Verillo Florence MA 01062 Name/Address 254 Old Wilson Rd Hearing 1/9/2020 Applicant Name/ Office Of 210 Main St MA 01060 Address(if different) Planning& Northampton Sustainability Extension Applicant Contact Wayne Feiden 413-587-1265 wfeiden@northamptonma.gov Hearing 1/9/2020 Site Address 254 Old Wilson Closed Decision 1/9/2020 Site Assessor Map ID 44-14 B2189 P218 Zoning District Suburban Residential Filed with 1/10/2020 Permit Type Planning Board: Special Permit Flag Lot, Special Permit Cluster Clerk Residential Open Space,Site Plan Shared Driveway Appeal 1/30/2020 Project Description Convert existing golf course to open space while creating one flag Deadline lot,one frontage lot and three cluster lots for a total of 5, • permanently protect 105 acres of open space to be dedicated to the • City. An appeal of this decision by the Planning Board may be made by any person within 20 days after the date of the filing of this decision with the City Clerk,as shown.Appeals by any aggrieved party must be pursuant to MGL Chapter 40A,Section 17 as amended and may be made to the Hampshire Superior Court with a certified copy of the appeal sent to the City Clerk of the City of Northampton. Plan Sheets/Supporting Documents by Map ID: 1. Pine Grove Golf Course Permit Set, by The Berkshire Design Group, Inc. Dated November 25, 2019, Revised 12/17/19. Sheets C1-C6. 2. Stormwater Management Report for Pine Grove Golf Course by The Berkshire Design Group, Inc. Dated November 20, 2019. BOARD MEMBER PRESENT FAVOR OPPOSED ABSTAIN/NO COUNT VOTE TALLY (Favor-Opposed) ,Chair ❑ ❑ ❑ ❑ George Kohout,Acting ✓ ✓ ❑ Cl Chair Euripedes DeOliveira ✓ V ❑ ❑ Marissa Elkins ✓ V ❑ ❑ Christa Grenat ❑ ❑ ❑ ❑ Sam Taylor ✓ ✓ ❑ ❑ Alan Verson ✓ V ❑ ❑ Janna White,Assoc. ❑ ❑ ❑ Cl David Whitehill,Assoc / ❑ ❑ 6-0 pg. 1 Bk:13554 Pg:96 o mr CITY OF NORTHAMPTON PERMIT DECISION APPLICABLE ZONING APPROVAL CRITERIA/BOARD FINDINGS 350 Attachment 5 (1)The requested use protects adjoining premises against seriously detrimental uses. Surface water 350-6.10, 8.8, 10.5, 11.6 drainage has been addressed through a storm water permit,sound and sight buffers and preservation of views, light,and air is accomplished by clustering the units behind the existing home and protection of 105 acres of open space. (2)The requested use will promote the convenience and safety of vehicular and pedestrian movement within the site and on adjacent streets, minimize traffic impacts on the streets and roads in the area. If applicable,this shall include considering the location of driveway openings in relation to traffic and adjacent streets,access by emergency vehicles,the arrangement of parking and loading spaces,and provisions for persons with disabilities. The five lots will generate less traffic than the existing golf course use;and (3)The requested use will promote a harmonious relationship of structures and open spaces to the natural landscape,existing buildings and other community assets in the area;and (4)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;and (5)The requested use meets any special regulations set forth in this chapter including 10.5 for Cluster Development and 11.6 and 6.10 for flag lots and meets the criteria for shared driveways except for the waiver for a portion of the driveway to exceed 10%slopes to access lots 3 and 4 by utilizing the existing driveway;and a)Curb cuts onto streets are minimized with a shared driveway for three lots, b). Pedestrian,bicycle and vehicular traffic movement on site are separated,to the extent possible, (6)The requested use bears a positive relationship to the public convenience or welfare.The use will not unduly impair the integrity of character of the district or adjoining zones,nor be detrimental to the health,morals,or general welfare.The use shall be in harmony with the general purpose and intent of the ordinance;and (7)The use will promote City planning objectives to the extent possible and will not adversely affect those objectives,as defined in City master or study plans adopted under MGL c.41, § 81C and 81D. The project will result in protection of public open space while minimizing the footprint of new building to the locations of existing disturbed area. CONDITIONS Prior to Any Site Disturbance General Conditions 1. The applicant must have the install tree protection area Sprinklers shall be installed in the homes that are inspected to ensure adequate protection of the trees that located off the portion of the driveway that exceeds are to be saved. 10% grades(in houses on Lots 3 and 4). Prior to Issuance of a Building Permit 2. The applicant shall submit revised final civil construction plans, signed and sealed by a Massachusetts registered P.E.,to the DPW for review and approval at least 15 days prior to the issuance of any City building or construction permits 3. Submit maintenance and ownership easements for the shared driveway and record these upon approval by the City. pg. 2 - Bk:13554 Pg:97 CITY OF NORTHAMPTON PERMIT DECISION 4. The applicant must submit plans showing the new structures are solar ready in compliance with Site Plan standards. S. The area dedicated for open space shall be, as offered, granted to the City Prior to Issuance of a Certificate of Occupancy The applicant shall replace the trees or make a payment-in- lieu of replacement in accordance with 350-12.3. Minutes Available at WWW.NorthamptonMa.Gov I,Carolyn Misch,as agent to the Planning Board certify that this is an accurate and true 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 and that a co y_of_ this decision has been mailed to the Owner,Applicant. LS I C E 0 U LS ill; 0-21A-Arn . 1 u JAN 1 n 2020 .J • CITY CLERKS OFFICE NORTH.s.`.!PTON.MA01000 • • January 31,2020 I,Pamela L.Powers,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 January 10,2020 that twenty days have elapsed since such filing and that no appeal has been filed in this matter. Attest: .. City Clerk,City of Northampton • pg. 3 ATTEST: HAMPSHIRE, _, RleattValit, MARY LBF.RD (3) PLY 11.875" LVL Q U IMIIIIIII 1/4"STEEL v CAP PLATE �, . E HSS5x5x1/8 (6)5/16"0 co m HOLES 1/8 P , ai ~ w 1 W`, .s an � 1/8 V . ZM tg 11"x 5 1/4"x 1/4" Ell . C 7 STEEL CAP PLATE (4)4"SDS1/4 SCREWS w 1 1/2" Z w 1,- z — 11" v r� 1 co o rO Q w w _1 c0 —o O 2 m 73 a) 00 v ° HSS5x5x1/8 Z Q 0 H 1 h Ic-r X SCALE ° ; O w (4)5/8"0 TITEN ANCHOR SCREWS 1/2"STEEL Q ( 11"x 11"x 1/2"BASE PLATE BASE PLATE o (4) 11/16"0 Z 1/8 V 4"CONC. SLAB HSS5x5x1/8 HOLES o z'coHo iL'a 3 > 0 e I O y 1/8 Ow o Z D O _ Q - w I J Z D -I0 CC z C Q w #5 BARS @ 8"o.c., 1 1/2" w o BOTH WAYS = 0 0 H 11" u) O in 4'-0"FOR 45 K m c\J z (2'-8" FOR 32K) BASEMENT COLUMNS BASE & CAP PLATES SCALE: 3/4"= 1'-0" SCALE: 1-1/2"= 1'-0" 7;11-11 sawr,rawrw wow P-111 _ - �\ `�`I I. �� ■❑�YY❑O Quit.' RCWsrorx' 9G ii" I �'I• L : T de nit _ _ �. I Fw l. e. . . elbd Owl. 0t . 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February 28,2022 15:35:14 Build 8023 Job name: Phippen File name: phippen.mmdl Address: Description: 1st Floor Deck-Baseme...ped Beams\DB1-3(i1277) City,State,Zip: Nortrhampton Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade t ®, j 7 1 . . 2 . ._ . : `5 I +34, 11.0• 8: . 1 1 4 4 _ 1 1 1 0 . 1 4 4 1 : 4 4 i 4 12osoa U L B1 B2 08.07-06 08-07-07 B3 B4 Total Horizontal Product Length=30-00-01 Reaction Summary (Down I Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 61, 10" 4780/125 1853/0 0/0 0/0 B2,8" 13917/712 12037/0 10086/0 3353/0 B3,8" 6664/1651 2243/0 0/0 0/0 B4,4-1/16" 4515/219 3405/0 1997/0 706/42 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 30-00-01 Top 18 00-00-00 1 Smoothed Load Unf.Lin. (Ib/ft) L 02-00-00 12-08-00 Top 918 344 n\a 2 Smoothed Load Unf.Lin. (lblft) L 14-00-00 23-04-00 Top 424 159 n\a 3 Bk1(i1214) Unf.Lin. (lb/ft) L 25-05-04 26-06-12 Top 175 n\a 4 Bk1(i346) Unf. Lin.(lb/ft) L 26-09-04 27-10-12 Top 174 n\a 5 J40(i1305) Conc. Pt.(Ibs) L 01-04-00 01-04-00 Top 1133 425 n\a 6 Bk1(i1208) Conc. Pt. (Ibs) L 12-08-14 12-08-14 Top 3496 8239 10086 3353 n\a 7 J40(i1279) Conc.Pt. (Ibs) L 13-04-00 13-04-00 Top 1502 502 n\a 8 J40(i1279) Conc. Pt. (Ibs) L 13-04-00 13-04-00 Top -91 n1a 9 J40(i1304) Conc.Pt. (Ibs) L 24-00-00 24-00-00 Top 1217 421 n\a 10 J40(i1304) Conc. Pt. (Ibs) L 24-00-00 24-00-00 Top -70 n\a 11 J40(i1231) Conc. Pt.(Ibs) L 25-04-00 25-04-00 Top 1274 495 n\a 12 J40(i1308) Conc. Pt. (Ibs) L 26-08-00 26-08-00 Top 1310 508 n\a 13 - Conc. Pt. (Ibs) L 28-01-04 28-01-04 Top 1244 501 n\a 14 - Conc.Pt. (Ibs) L 29-09-01 29-09-01 Top 1252 1954 1997 706 n\a 15 - Conc. Pt. (Ibs) L 29-09-01 29-09-01 Top -42 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 17046 ft-lbs 53.4% 100% 3 05-04-00 Neg.Moment -15145 ft-Ibs 96.8% 100% 5 12-09-04 End Shear 5829 lbs 49.2% 100% 3 01-09-14 Cont. Shear 7844 lbs 66.2% 100% 5 11-05-06 Total Load Deflection L/479(0.301") 50.1% n\a 3 06-06-00 Live Load Deflection U655(0.22") 54.9°/D n\a 50 06-06-00 Total Neg. Defl. U999(-0.07") n\a n\a 3 16-08-00 Max Defl. 0.301" 48.1% n\a 3 06-06-00 Span/Depth 12.1 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 10"x 5-1/4" 6633 lbs 12.6% 16.8% Unspecified B2 Column 8"x 5-1/4" 30039 lbs 71.5% 95.4% Unspecified B3 Column 8"x 5-1/4" 8908 lbs 21.2% 28.3% Unspecified Page 1 of 6 ®BoisoCascade' Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED EN OhEEERED MOOD P"00 JDIS 1st Floor Deck -Basement Walls\Dropped Beams\DB1-3(i1277) (Dropped Beam) BC Design Engine Member Report Dry 13 spans I No cant. February 28,2022 15:35:14 Build 8023 Job name: Phippen File name: phippen.mmdl Address: Description: 1st Floor Deck-Baseme...ped Beams\DB1-3(i1277) City, State,Zip: Nortrhampton Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material _ B4 Column 4-1/16"x 5-1/4" 8289 lbs 39.1% 52.2% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Design meets arbitrary(0.625")Maximum Total load deflection criteria. Design meets arbitrary(0.625")Maximum live load deflection criteria. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Calculation based on user input of unbraced length of Top:00-00-00 and Bottom: 11-07-04. Connection Diagram: Full Length of Member 1b 7 d a— t 1 e 0 0 0 r",,,A0" a minimum=2" c=6-7/8" b minimum=3" d=24" e minimum=3" Calculated Side Load =0.0 lb/ft Nailing applies to both sides of the member Connectors are:3-1/4 in.Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARDTM",BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 6 ODBoise Cascade' Triple 1-3/4" x 11-7/8"VERSA-LAM® LVL 2.1E 3100 SP PASSED E 46 IN EEREO V.000 PR0 W Ci5 1st Floor Deck -Basement Walls\Dropped BeamslDB2-3(i1236)(Dropped Beam) BC Design Engine Member Report Dry 12 spans I No cant. February 28,2022 15:35:14 Build 8023 Job name: Phippen File name: phippen.mmdl Address: Description: 1st Floor Deck-Baseme...ped Beams1DB2-3(i1236) City, State,Zip: Nortrhampton Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade l 1 1 1 l 1 4 1 4 1 l l 134 4 4 1 4 4 4 i s 4 4 1�' At5 1 I i 4i 1 : b • 1 64 I I + � i 1 T4 84 I • of 1 . 11 ' 1 1 l • . 1 1 -4. 4 l 4 l 1 1 l 4 4 01 l 1 1 4 / 1 - 1 4 1 1 4 4 1 1 _. . 0B-11-15 07.00.00 B1 B2 B3 Total Horizontal Product Length=13-11-15 Reaction Summary (Down /Uplift) (Ibs) Bearing Ltve Dead Snow Wind Roof Live B1,3-15/16" 3309/316 3837/0 3363/0 111111111117 B2,8" 8433/0 7311/0 4264/0 1417/0 B3, 10" 3049/456 2360/0 1462/0 524/76 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin.(Ib/ft) L 00-00-00 13-11-15 Top 18 00-00-00 1 Bk1(i351) Unf. Lin. (Ib/ft) L 00-11-11 01-10-11 Top 228 404 314 104 n\a 2 Bk1(i351) Unf. Lin.(lb/ft) L 01-00-11 01-10-11 Top 187 225 75 n\a 3 Smoothed Load Unf.Lin. (Ib/ft) L 01-06-07 11-11-15 Top 926 509 173 57 nla 4 Bk1(i341) Unf.Lin. (Ib/ft) L 02-03-11 03-02-12 Top 228 591 538 179 nla 5 Bk1(i344) Unf.Lin. (Ib/ft) L 03-07-11 04-06-12 Top 228 591 538 179 Ma 6 Bk1(1340) Unf. Lin. (lb/ft) L 04-11-11 05-10-12 Top 228 591 537 179 nla 7 Bk1(i343) Unf.Lin. (Ib/ft) L 06-03-11 07-02-11 Top 228 591 537 179 n\a 8 Bk1(i345) Unf.Lin.(Ib/ft) L 07-07-11 08-06-12 Top 228 590 537 178 n\a 9 Bk1(i352) Unf. Lin. (lb/ft) L 08-11-11 09-10-12 Top 228 590 536 178 n\a 10 Bk1(i349) Unf. Lin. (lb/ft) L 10-03-11 11-02-11 Top 228 590 536 178 n\a 11 Bk1(i342) Unf. Lin. (lb/ft) L 11-07-11 12-06-12 Top 228 590 535 178 n\a 12 Bk1(1350) Unf. Lin.(lb/ft) L 12-11-11 13-04-00 Top 314 104 n\a 13 C1(i317) Conc.Pt.(Ibs) L 00-01-05 00-01-05 Top 1438 1997 707 n\a 14 C1(i317) Conc.Pt.(lbs) L 00-01-05 00-01-05 Top -42 n\a 15 - Conc.Pt.(Ibs) L 00-08-15 00-08-15 Top 1292 727 172 57 Ma 16 - Conc.Pt. (Ibs) L 12-09-03 12-09-03 Top 1084 619 224 75 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 8067 ft-lbs 25.5% 100% 2 03-03-15 Neg. Moment -9287 ft-lbs 53.8% 100% 1 06-11-15 End Shear 4532 lbs 38.3% 100% 2 01-03-13 Cont. Shear 6702 lbs 56.6% 100% 1 05-08-01 Total Load Deflection U999(0.06") n\a n\a 16 03-05-03 Live Load Deflection U999(0.037") n\a n\a 39 03-06-07 Total Neg.Defl. U999(0") n\a n\a 2 07-03-15 Max Defl. 0.06" n\a n\a 16 03-05-03 Span/Depth 6.3 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 3-15/16"x 5-1/4" 8841 lbs 42.5% 56.6% Unspecified B2 Column 8"x 5-1/4" 16834 Ibs 40.1% 53.4% Unspecified B3 Wall/Plate 10"x 5-1/4" 5744 lbs 10.9% 14.6% Unspecified Page 3of6 ®Boise Cascade I.'''. Triple 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED1 ENGNE«o WOOD PRODU7S 1st Floor Deck -Basement Wails1Dropped BeamsIDB2-3(i1236)(Dropped Beam) BC Design Engine Member Report Dry 12 spans I No cant. February 28,2022 15:35:14 Build 8023 Job name: Phippen File name: phippen.mmdl Address: Description: 1st Floor Deck-Baseme...ped Beams\DB2-3(i1236) City, State,Zip: Nortrhampton Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade Notes Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(0.625")Maximum Total load deflection criteria. Design meets arbitrary(0.625")Maximum live load deflection criteria. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Calculations assume unbraced length of Top:00-11-00, Bottom: 13-01-15. Connection Diagram: Full Length of Member b —• • d %U • o o e 0 0 0 / N� a minimum=2" c=6-7/8" b minimum=3" d=24" e minimum=3" Calculated Side Load=0.0 lb/ft Nailing applies to both sides of the member Connectors are:3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARDTM',BCI®, BOISE GLULAMTM', BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 6 ; ,; Double 1-3/4" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED _. EVCONEERED WOOD PRODUCTS 1st Floor Deck-Basement Walls\Dropped BeamstDB3.2(i1286)(Dropped Beam) BC Design Engine Member Report Dry 12 spans I L cant. February 28,2022 15:35:14 Build 8023 Job name: Phippen File name: phippen.mmdl Address: Description: 1st Floor Deck-Baseme...ped Beams\DB3-2(i1286) City, State,Zip: Nortrhampton Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade 3, f f 4 j=1 f_ 6 _ .___r___ 4 It 4 s . 5 _7 4 I C_"_ 9 10 I � 1i 4 J Ts, • . 4 4 0 4 . 1 4 i 4 i 4 1 ' 4 4 4 4 00-10-00 B1 09.11-06 4. B2 Total Horizontal Product Length=10-09-06 Reaction Summary(Down/Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live 81,4-15/16" 2658/742 1229/0 B2,4-15/16" 2009/38 1267/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf.Lin. (Ib/ft) L 00-00-00 10-09-06 Top 12 00-00-00 1 Bk10120) Unf.Lin, (lb/ft) L 00-04-14 01-06-06 Top 187 154 n\a 2 Smoothed Load Unf. Lin. (Ib/ft) L 00-11-10 09-00-14 Top 241 103 n\a 3 Bk1(i117) Unf. Lin.(Ib/ft) L 01-08-14 02-10-06 Top 187 154 n\a 4 Bk1(i117) Unf. Lin. (lb/ft) L 01-10-09 02-10-06 Top -1 n\a 5 Bk1(i113) Unf. Lin. (Ib/ft) L 03-00-14 04-02-06 Top 187 154 n\a 6 Bk1(1113) Unf. Lin. (lb/ft) L 03-00-14 04-02-06 Top -1 n\a 7 Bk1(1119) Unf.Lin. (lb/ft) L 04-04-14 05-06-06 Top 187 154 n\a 8 Bk1(i119) Unf. Lin. (lb/ft) L 04-04-14 05-04-11 Top -1 n\a 9 Bk10115) Unf. Lin. (Ib/ft) L 05-08-14 06-10-06 Top 187 154 n\a 10 Bk1(1114) Unf. Lin. (Ib/ft) L 07-00-14 08-02-06 Top 187 154 n\a 11 Bk1(1118) Unf. Lin. (lb/ft) L 08-04-14 09-06-06 Top 187 154 n\a 12 J40(11279) Conc. Pt.(Ibs) L 00-03-10 00-03-10 Top 648 -15 Ma 13 J40(11279) Conc. Pt.(Ibs) L 00-03-10 00-03-10 Top -702 n\a 14 J12(11232) Conc.Pt.(lbs) L 09-07-10 09-07-10 Top 323 138 n\a 15 Bk1(1121) Conc. Pt. (Ibs) L 10-05-09 10-05-09 Top 196 194 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 7662 ft-lbs 36.0% 100% 4 05-07-10 Neg. Moment -370 ft-lbs 3.2% 100% 1 00-10-00 End Shear 2748 lbs 34.8% 100% 4 09-04-08 Cont. Shear 2828 lbs 35.8% 100% 1 02-00-05 Total Load Deflection U803(0.143") 29.9% nla 4 05-07-10 Live Load Deflection U999(0.09") n\a n\a 8 05-07-10 Total Neg.Defl. 2xU1998(-0.036") n\a n\a 4 00-00-00 Max Defl. 0.143" 22.9% n\a 4 05-07-10 Cant. Max Defl. -0.036" n\a n\a 4 00-00-00 Span/Depth 9.7 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Column 4-15/16"x 3-1/2" 3886 lbs 22.3% 29.8% Unspecified B2 Column 4-15/16"x 3-1/2" 3276 lbs 18.8% 25.1% Unspecified Page 5 of 6 L11 Boise Caci de Double 1-314" x 11-7/8" VERSA-LAM® LVL 2.1E 3100 SP PASSED E•.G"_ERE]W001 FROCOCTS 1st Floor Deck-Basement Walls\Dropped Beams1DB3-201286)(Dropped Beam) BC Design Engine Member Report Dry 12 spans I L cant. February 28,2022 15:35:14 Build 8023 Job name: Phippen File name: phippen.mmdl Address: Description: 1st Floor Deck-Baseme...ped Beams\DB3-2(11286) City, State,Zip: Nortrhampton Specifier: Customer: Designer: Code reports: ESR-1040 Company: Boise Cascade Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(0.625")Maximum Total load deflection criteria. Design meets arbitrary(0.625")Cantilever Maximum Total load deflection criteria. Design meets arbitrary(0.625")Maximum live load deflection criteria. BC CALC®analysis is based on IBC 2015. Design based on Dry Service Condition. Cantilevers require sheathed bottom flanges, blocking at cantilever support and closure at ends. Calculation based on user input of unbraced length of Top:00-00-00 and Bottom:09-03-15. Connection Diagram: Full Length of Member 4 • I • a minimum=2" c=7-7/8" b minimum=3" d=24" Calculated Side Load=0.0 lb/ft Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM', ALLJOIST®,BC RIM BOARDN,BCI®, BOISE GLULAMTM',BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 6of6 CODES ES`,TAHDD ARDS SHEET IHDEK Building Code: 2015 International Residential Code PROJECT: 3rd Party Inspection Agency: PFS Corporation, Cottage Grove WI 1 of 5-General Notes Phippen and Adams Quality Assurance Manual: Superior Walls of America QA Manual 2 of 5- Drawing Summary Block-AII_Layers 254 Old Wilson Road Site Preparation Guide: Superior Walls Builder Guideline Booklet (MAN 42-9000) 3 of 5- Plan View-All_Layers Northampton, MA Fire Test Standards: ASTM E84, ANSI / UL 1715, UBC 26-3 4 of 5- Multi-Isometric 5 of 5-Sections prolsca Ho.224971 WALL MITERIALs BUILDER: Concrete Compressive Strength: 5,000 PSI TBBuild LLC Water/Cement Ratio: <= 0.40 37 Fullam Hill Road Reinforcing Steel: No.4 and larger- 60,000 PSI t .0 of North Brookfield, MA NNo.3 and smaller-40,000 PSI Contact: Aaron Bums Secondary Reinforcement Polypropylene Fiber lit , 4-,,0 Embedded Wood Blocking: Pressure-Preservative-Treated 1 331 DG° ilppG�OOo f�UaC� EPS Foam Insulation: Flame Spread Index: 20 N0. 33129 Phone: Smoke Developed Rating: 300 'it. rV Superior Walls panels are recognized FaX XPS Foam Insulation: Flame Spread index: 5 1L by the ICC-ES as an alternate method Mobile: 508-335-9014 Smoke Developed Rating: 165 of providing foundation wall E-Mail: abums@tbbuiid.com Thermax Insulation: Flame Spread Index: 25 dampproofing. No additional dampprooflng Smoke Developed Rating: 450 is required. SffE ©© DTl©as (See ICC-ES ESR-1553 & ESR-1662) MUNICIPALITY: Seismic Design Category: B Northampton Basic Wind Speed: 120 mph PLEASE bOTE Contact: Frost Depth: Local Code inches Phone: Assumed Soil Bearing Capacity: 2000 PSF To complywith code Fax: Assumed Wall Loading: 2700 Pounds/LF (uniform) building E-Mail: ng Maximum Allowable Total UL: 3247 Pounds/LF (uniform) requirements, the top o the Superior Crushed Stone FootingDepth: 8 inches connections at the top of the Superior Walls panels and floor slab at the Crushed Stone Size: 1/2 inch or smaller bottom of the Superior Walls panels Backfill Material: Backfill with dean crushed stone or any of the following MUST be completed prior to backfilling. soil types: GW, GP, GM, GC, SW, SP, SM, ML, SC, CL, or up to 60 PCF. 4 Beam Pocket(s): 15000 Pound Maximum (see plan for locations, sizes, and loads) CUSTOPAER RELEASE Column Pad(s): 15000 Pound Maximumo.. -- "" (see plan for locations, sizes, and loads) As the authorized representative of the customer/builder ` LIC�CaC a aOTL`, I have reviewed this document and the drawingsSI—Fu �_ contained in It. I understand that It was created from Weaver Superior Walls, LLC 1. Jobsite shall beprepared the builder in accordance with the Superior Walls of America Builder information and dimensions provided by the customer/ by builder and that Superior Walls will rely on that 824 E Main St Guideline Booklet(MAN 42-9000). information in the manufacture of this project. Ephrata, PA, 17522 2. Auxiliary drain pipe must be four(4) inch diameter perforated and directed to a sump pit or daylight. 3. Builder shall establish the required elevation benchmark. I that I have corn red this document to the Phone: 717-733-4823 4. Builder shall ensure site access for trucks and crane. acknowledgeFax: 717-733-0386 sales order/contract and that this document supersedes E-Mail: ONSTALUTOOa HOTES the sales order/contract with respect to the objects and Independent Licensee of Superior Walls of America,Ltd. dimensions contained herein. I approve the project depicted in this document for production, and accept full DRAWING DATA: 1. Installation shall be supervised by a Superior Walls certified installer. responsibility for any and all measurements, dimensions Sold by: TBBuild LLC Certification is obtained through Superior Walls of America, Ltd. and information provided by the customer/builder. I hereby Drawn by: ph 2. Installation shall comply with Superior Walls of America's Installation Manual (MAN 42-9008). release and discharge Superior Walls from any and all Date Created:2/25/2022 past, present or future claims and damages arising from Last Revision:2/25/2022 or relating to the attached drawing and deviations in the Revision#: 0 drawing from information customer/builder provided. File Name: phippenadams seal.drw Signature of Customer/Builder Date PROJECT NO. 22-217 Page 1 of 5 °F 4t5: PROJECT: JAMES , , Phippen and Adams !, 254 Old Wilson Road PAM ' . Northampton, MA srfr NO. 33129 ‘10PAL rOVISCa H©. 222241171 BUILDER: TBBuild LLC 37 Fullam Hill Road North Brookfield, MA Contact: Aaron Bums Phone: Drawing Summary Block - All -Layers Fax: Mobile: 508-335-9014 6/6 XI PLUS Walls/Panels E-Mail: abums@tbbuild.com 6/6 FB Walls/Panels 2 Beam Pockets 5 Support Ledges Totaling 8 ' -4 " MUNICIPALITY: 2 3x3 Column Pads -- Supplied by Superior Walls -- Installed by Superior Walls Northampton 1 / 1 FB Walls/Panels Type : 8 ' -2 ' Linear Feet : l ' - 10_ 1 /4 ' Contact: 6/6 XI PLUS Walls/Panels Type : 9 ' Linear Feet : 173 ' - 101 /4 ' Phone: 5/5 FB Walls/Panels Type : 4 ' W/Ledge Linear Feet : 90 ' - 10_ 1 /4 ' Fax: E-Mail: Drawing Notes - Object Details in inches - Door Max . Hdr . ID # Obj Desc Width Height Header ( B . O . W) Capacity A 1 Cut 200 8 0 1 WIN BK EGRESS 72 50_ 1 /2 48_ 1 /2 18 5500 lbs . __ _ram o a,► E 1 Cut 5 ' CUSTOM WALL 22_ 1 /4 38 0 G 2 BP 10 19_ 1 /2 0 H 2 2 PAD 36 36 6 Weaver Superior Walls, LLC 2 - Stone Depth : 0 ' -7 " , Excavation Width : 3 ' -7 ' 824 E Main St Ephrata, PA, 17522 Phone: 717-733-4823 Fax: 717-733-0386 E-Mail: Independent Licensee of Superior Walls of America, Ltd. DRAWING DATA: Sold by: TBBuild LLC Drawn by: ph Date Created:2/25/2022 Last Revision:2/25/2022 Revision #: 0 File Name: phippenadams seal.drw PROJECT NO. 22-217 Page 2 of 5 71' 26' ' 1'r 27'4" 16'8' \ / i in 4' EPS E Walls - I w/ 8" F/L i } I " N C E co _. in 1 ! ccu A N.. B I [ 9' Xi+ cu Walls N rn RJ [ DiCRANE BY BUILDER Reference 2015 IRC Footing a 8'ritniriun 1/2'dean crushed stone — Assured Soil Bearing Capacity: cUJJ PSF Maxtmuri allowable uniform load: 2 NU PLF CD / Seismic Design Category a B CO — Basic Wind Speed a 120 4'H I G The Superior Wall 'Builder Guideline Booklet' H2 Eprovides prockct requirements for you- 3 (D H2 Superior Wall Fourdattai, Please refer to G al yar Local Building Code far framing requirements. It is the respaisibtltty of the General Cat-actor and/or Home Owner to snare canplete accuracy of' all drawings designed far production Weaver Superior Walls will not be held responsible for any errors once the final drawmy5 _ and contract have been signed and approved by the General Contractor and/or Hare Owner. JAMS Nt. CD ! !' . a' NO. 33129 444400%0632, t tw- Co -I DRAWING DATA: Sold by: TEEuild LLC i / Lek I \ Drawn by: ph Date Created:2/25/2022 _4L Last Revision:2/25/2022 5'8' Revision#: 0 27' — 44' File Name: phippenadams`seal.drw PROJECT NO. 22-217 Page 3 of 5 ef u JAMES 410 NO. 33129 ‘scteftesrft, Rear Left View 11 DRAWING DATA: Sold by: TBBuild LLC Drawn by: ph Date Created:2/25/2022 Last Revision:2/25/2022 Front Right View Revision#: 0 File Name: phippenadams_seal.drw PROJECT NO. 22-217 Page 4 of 5 OF Polyurethane Sealant Joint . JAIA:\ 44 4 2" EPS Insulation 0 1 ' 7 2" NO. 33129DOW Thermax 1 4" Concrete Face Shell ' rt, Floor System /� _ (By Others, Connection To • Wall Must Comply With Builder 101„ Polyurethane Sealant Joint 1 Guideline Booklet 4 1 4" Concrete Face Shell 10 4 Specifications) 1 �/ ii : 4 2" EPS Insulation 1,, Sill Plate Bolt Footer Beam Insulation 2" X 3" NC Hex Bolt 1" EPS Stud Insulation Galvanized 2" DOW Thermax Steel Reinforced Sill Plate Bond Beam Steel Stud Facing ° _ a (By Others) 1" EPS Bond Beam Vertical #4 Rebar l,, - #3 Bond Beam Rebar Insulation (Inside Each Stud) /. Xi Plus Panel Divide 2„ X 2 NC =- Concrete Stud N.T.S. Hex Bolt [Wrapped In 1" EPS Insulation] Finished Blocking •• 101« (By Others) Vertical #4 Rebar 4 (Inside Each Stud) . 2" DOW Thermax �„ 3„ Galvanized • 4 2 EPS Insulation Galvanized - b 1 4 Concrete Face Shell •—\..,. Steel Stud Facing Galvanized Steel Stud Facing Holes For Wiring Steel Stud Facing Vertical#4 Rebar And Plumbing (Inside Each Stud) ....... • . \ 1" EPS Insulated Vertical #4 Rebar 1" EPS Stud Insulation 2" DOW Thermax Footer Beam (Inside Each Stud) 1 4" Concrete Face Shell 4 2" EPS Insulation Slab Connector Xi Plus Outside Corner Steel Reinforced (As Required) 5" Coil Bolt .- ^ • Polyurethane Joint Sealant N.T.S. Footing Beam Concrete Floor •Filter Membrane (By Others, See Current E (By Others) Edition Of The Builder • Guideline Booklet For -. .. Further Details) Auxiliary Drain Pipe DRAWING DATA: To Sump Or Daylight Sold by: TBBuild LLC Clean Crushed Stone Footing Footer Beam Insulation Drawn by: ph (Depth Varies Per Application) 1" EPS Stud Insulation Date Created:2/25/2022 Last Revision:2/25/2022 ReviXi Plus Butt Joint Connection File Name phippenadams seal.drw Xi Plus Cross Section N.T.S. N.T.S. PROJECT NO. 22-217 Page5of5