The URL can be used to link to this page

22D-083 (7) BP-2024-1169 35 BLISS ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 22D-083-001 CITY OF NORTHAMPTON Permit: Acc Structure PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-1169 PERMISSION IS HEREBY GRANTED TO: Project# ADU 2024 Contractor: License: Est. Cost: 287112 BACKYARD ADU'S LLC 116643 Const.Class: Exp.Date: 07/13/2025 Use Group: Owner: DAVISON LINDSAY & SARAH M RIGNEY Lot Size(sq.ft.) Zoning: WSP Applicant: BACKYARD ADU'S LLC Applicant Address Phone: Insurance: 247 COMBS RD 207-252-9893 1810128403 BRUNSWICK, ME 04011 ISSUED ON: 09/16/2024 TO PERFORM THE FOLLOWING WORK: 899 SQ FT ADU WITH 258 SQ FT ATTACHED GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House # Foundation: Final: Final: Final: Rough Frame: Gas: Fire Department I)risenay Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: /62_ Fees Paid: $1,590.50 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner / 44,2 � C� 1J, The Commonwealth of Massach ,fir„ < n Board of Building Regulations and Stan ds,gv,eo ', IFO�ALITY = � Massachusetts State Building Code, 780 CM � r0ti,'1,s SE • Building Permit Application To Construct,Repair, Renovate Or gh. Rev'.ed Mar 2011 One-or Two-Family Dwelling 060 4,S This Section For Official Use Only y Building Permit Number: ��:Z —'1 ct /U f ( Date Applied: eaVty &75..s c- 2624 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 35 BLISS STREET 22D 083 1.1a is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 1NSP Two single family homes on same parcel 16,753 136' 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 15 15 48 1.6 Water Supply:(M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public MI _Private 0 Check if yes1S1 Municipal DVOn site disposal system 0 SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Lindsay Davison&Sarah M.Rigney Northampton,MA 01062 Name(Print) City,State,Z1P 35 Bliss Street 413-336-7655 rigneysmc gmail.com No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(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: Proposing a 899 sq ft second home on the same parcel with a 258 sq ft attached garage.An existing second curb cut on the property will be put back to yard to allow for the new curb cut to the proposed garage,keeping the total curb cuts to 2,pursuant to planning board decision SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $259,787 1. Building Permit Fee:$ Indicate how fee is determined: 2.Electrical $5725 0 Standard City/Town Application Fee 0 Total Project Cost3(Item 6)x multiplier x 3. Plumbing $7600 2. Other Fees: $ 4. Mechanical (HVAC) $14,000 List: 5. Mechanical (Fire Suppression) $ Total All Fe $ QI 0,� Check No.% 1 Check Amount: 16 Cash Amount: 6.Total Project Cost: $287,112 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-116643 07/13/2025 AUSTIN GREGORY License Number Expiration Date Name of CSL Holder 47 GEORGE STREET List CSL Type(see below) U No.and Street -- - - — Type Description i1 Unrestricted(Buildings up to 35,000 cu.ft.) PORTLAND,ME,04103 R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 207-252-9893 AUSTIN.GREGORY@BACKYARDADUS.COM I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(IIIC) 203349 10/06/2025 BACKYARD ADUS,LLC HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 247 Coombs Road permitting@badryardadus.com No.and Street Email address Brunswick,ME,04011 413-779-8377 City/Town,State,ZIP Telephone SECTION 6:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes ® No .❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Backyard ADUs to act on my behalf,in all matters relative to work authorized by this building permit application. Sarah Rigney 08/19/2024 Print Owner's Name(Electronic Signature) Date SECTION 7b:OWNER'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. Kevin Whelan 08/19/2024 Print Owner's or Authorized Agent'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 field 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.) 1252 (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) 899 Habitable room count 6 Number of fireplaces o Number of bedrooms 2 Number of bathrooms 2 Number of half/baths 0 Type of heating system Electric Heat Pump Number of decks/porches 1 Type of cooling system Electric Heat Pump Enclosed Open 1 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 SEE ATTACHED PLAN SIDE YARD SIDE YARD FRONT SETBACK FRONTAGE City of Northampton 7• SA Massachusetts C ee • DEPARTMENT OF BUILDING INSPECTIONS sr-*'' �' 212 Main Street • Municipal Building .' Northampton, MA 01060 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: Valley Recycling, Northampton, MA The debris will be transported by: Name of Hauler: Backyard ADUs Signature of Applicant: \ Date: 8/19/2024 The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 , Boston, MA 02114-2017 - • a ' www.mass.gov/dia 11'0rkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO in.:PILED WITH THE PERMUTING'IN(:AUTHORITY'. Applicant Information Please Print Letibh Name(Business,O ganimtiomindividual). Backyard ADUs, LLC Address: City/State/Zip: Phone#: .5rc s ou an employer?('heck the appropriate box: Type of project(required): 1,®1 ant a cmplovez with 25 employees(full and.or part-timc'I.• 7- ®New construction 20 I am a sole proprietor or partnership and have no employees working fur me in 8- Remodeling any capacity-(Nu wutters'comp.insurance requirs:d1 9. ❑Demolition 3O I am a homeowner doing all work myself.(No workers'cone.insurance required.)' 10 Q Building addition 4.0 I am a homeowner and will be hiring contracturs to conduct all work on my property- I will e71Alre that all contractors either Aare workers'compensation insurance or are sole no Electrical repairs or additions prupneh n with no employees. 12.0 Plumbing repairs or additions S0 lam a general contractor and 1 hose hard the sub-contractors listed on the attached sheet, 130 Roof repairs These sub-euntractun have employees and has c workers'comp.insurance.: 14.rn Other G.D We an:a corporation and it,officers have exercised their right of exemption per MGL c. - 152. ,1141,and we has,:no employees.(No workers'comp.insurance requind.J •Any applicant that checks box#1 must also till out the section below showing their workers'compensation policy infurmauex,. 'Homeowners who submit this athda'it indicating they are doing all work and then hire outside contractors must submit a new affidas it indicating such. onisxton that check this box must attached an additional sheet showing the name of the sub-corntracturs and state whether or not those entities have rmplvticcs If the sub contractors hasc emrlosers.they must pro.idc their >.orkcn'romp.policy number I um an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company N,,tt4: Maine Employers Mutual Ins Co - Policy#or Self ins.Lie. : 1810128403 Expiration Date: 10/07/2024 Job Site Address: 35 Bliss St Cizy State Lip: Northampton, MA 01062 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to S 1.500.00 andior one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a tine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify(under the pains onrl penalties of perjury that the information provided above is true and correct 'It Signature: W`"e 1):t1, 08/19/2024 Phone#: 207-713-1346 Official use only. Do not write in this area. to he completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other ('ontact Person: Phone#: THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs and Business Regulation 1000 Washington Street - Suite 710 Boston, Massachusetts 02118 Home Improvement Contractor Registration C - -• 01011. Type: LLC BACKYARD ADUS, LLC ° �+ _ Registration: 203349 .� Expiration: 10/06/2025 247 COOMBS RD -+. — j BRUNSWICK, ME 04011 " mrismas. ar rsw 411,0 wrwow 0.410011 • r .' .1M ys,Q' Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENT CONTRACTOR expiration date. If found return to: TYPE:LLC Office of Consumer Affairs and Business Regulation Registration Expiration 1000 Washington Street -Suite 710 203349 _, 10/06/2025 Boston, MA 02118 BACKYARD ADUS, LLC CHRIS LEE 'f �! 247 COOMBS RD ` �?) (141 4 BRUNSWICK ME 04011 • Undersecretary Not valid without signature 8/20/24. 10:40 AM Auslin('SI IP= Commonwealth of Massachusetts Vr Division of Occupational Licensure Board of Building Re ulations and Standards I � Const(; ionF Srvisor CS-116643 z icpires: 07/13/2025 • AUSTIN R G :\'' E GORY 1 '`- , 47 GEORGE 'STREET i1 PORTLAND 0 0 7 }I 41 3 . �, Commissioner dva K. il&vic is hups://drive.googlc.com/drive/folders/I QX W-gGhTQDjcov3NehyDOvVNggpZ9ABQ I/1 A MIZEP CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYV) ‘,..—/ 04/12/2024 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 Kristen Jenkins NAME:Paquin&Carroll, LLC PHONE (207)283-1486 ' _ FAX (207)283-4258 (A/C,No,Ext): (A/C,No): 260 Main St. E-MAIL k)enkins@insurancepc.com ADDRESS: P.O.Box 356 INSURER(S)AFFORDING COVERAGE NAIC 0 Biddeford ME 04005 INSURER A: Berkley Excess Underwriters INSURED INSURER B: Concord General Mutual Ins.Co 20672 Chris Lee,DBA:Backyard ADUS,LLC INSURER C: Maine Employers Mutual Ins Co 11149 247 Coombs Rd INSURER D: INSURER E: Brunswick ME 04011 INSURER F: COVERAGES CERTIFICATE NUMBER: 24-25 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVO POLICY NUMBER (MM/DD/YYYY) (MMIDD/YYYY) UMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1.000.000 DAMAGE TRENTED CLAIMS-MADE XI OCCUR PR M SESO(Ea occurrence) g 100,000 MED EXP(Any one person) $ 5,000 A Y Y CGL 0162726-22 03/24/2024 03/24/2025 PERSONAL 8 ADV INJURY g Excluded GEN'LAGGREGATELIMIT APPLIES PER GENERAL AGGREGATE 5 2.000.000 POLICY I1 JE 0 LOC 2.000.000 PRODUCTS-COMP/OPAGG 5 OTHER: S AUTOMOBILE LIABIUTY COMBINED SINGLE LIMIT g 1,000,000 /Ea accident) X ANY AUTO BODILY INJURY(Per person) S B OWNED SCHEDULED 20050012 02/14/2024 02/14/2025 BODILY INJURY(Per accident) S AUTOS ONLY — AUTOS HIRED NON-OWNED PROPERTY DAMAGE g AUTOS ONLY _ AUTOS ONLY (Per accdent) Medical payments s 5,000 UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ _ DED RETENTION 5 $ WORKERS COMPENSATION I PERTUTE I 10TH R AND EMPLOYERS'UABIUTY Y/N C ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A 1810128403 10/07/2023 10/07/2024 E L.EACH ACCIDENT 5 500,000 OFFICER/MEMBER EXCLUDED/ (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E L.DISEASE-POLICY LIMIT S , DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) In regards to General Liability,certificate holder and any other person is an Additional Insured when required by written contract,written agreement or permit CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Professional Building Systems ACCORDANCE WITH THE POLICY PROVISIONS. 72 Market St AUTHORIZED REPRESENTATIVE Middleburg PA 17842 K,:.,,-Jf.- (A..� I ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Home Energy Rating Certificate Rating Date: Projected Report Registry ID: Based on Plans Ekotrope ID: 2rVXbMw2 HERS® Index Score: Annual Savings Home: 39 Your home's HERS score is a relative 35 Bliss St performance score.The lower the number, 3,929 Northampton, MA 01062 the more energy efficient the home.ToBuilder: learn more, visit www.hersindex.com *Relative to an average U.S.home Back Yard ADUs Your Home's Estimated Energy Use: This home meets or exceeds the criteria of the following: Use[MBtu] Annual Cost Heating 6.4 $587 2021 INTERNATIONAL ENERGY CONSERVATION CODE Cooling 0.5 $43 W/2023 MA STRETCH ENERGY CODE AMENDMENTS Hot Water 3.0 $277 Corporation Lights/Appliances 12.0 $1,096 Northeast Region Service Charges $0 APPROVED Generation (e.g.Solar) 0.0 $0 Michelle Baker 08/15/2024 Total: 22.0 $2,002 Approval limited to Factory Built Portion HERS Index Home Feature Summary: Rating Completed by: Ng...v. Home Type: Single family detached sw Model: N/A Energy Rater: Chris Mazzola Existing sw Community: N/A RESNET ID: 8873503 Homes Conditioned Floor Area: 871 ft) Rating Company: Home Energy Raters +� Number of Bedrooms: 2 180 State Rd,Suite 2U Sagamore Beach MA 02562 Reverence ioo Primary Heating System: Air Source Heat Pump•Electric•10.3 HSPF2 508-833-3100 Home Primary Cooling System: Air Source Heat Pump•Electric•22 SEER2 tic. Water Heating: Residential Water Heater•Electric•3.55 Energy Factor Rating Provider: Energy Raters of Massachusetts House Tightness: 1.5 ACH50 2 Woodlawn Street Amesbury,MA 01913 Ventilation: 45 CFM•20 Watts•ERV 978 270 391 1 —., , Duct Leakage to Outside: Forced Air Ductless = }0— 39 Above Grade Walls: R-30 . ,......". This Home Ceiling: Attic,R-59 b Window Type: U-Value:0.27,SHGC:0.3 Zero Energy 0 Foundation Walls: R-22 Home �• E�•r� Framed Floor: N/A Chris Mazzola,Certified Energy Rater C/011.11Mr Date:6/12/24 at 1:26 PM ilb e kot ro pe Ekotrope RATER-Version:4.0.2.hf.3417 The Energy Rating Disclosure for this home is available from the Approved Rating Provider. This report does not constitute any warranty or guarantee. Building Specification Summary Property Organization Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton,MA 01062 Chris Mazzola 508-833-3100 Bliss St 35-2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs Building Information Rating Conditioned Area lft') 871.00 HERS ERI 39 Conditioned Volume[ft3) 9,229.00 HERS ERI w/o PV 39 Thermal Boundary Area[ft2) 3,380.20 Number Of Bedrooms 2 Housing Type Single family detached Building Shell Ceiling w/Attic R60,CE,16"4x24,G1;U-0.017 Windows(largest)1 U-Value:0.27,SHGC:0.3 Vaulted Ceiling I None Window/Wall Ratio 10.15 Above Grade Walls I R30,FG+XPS,ZIP R-9,6x16,G1,;U-0.036 Window/Floor Ratio 10.21 Found.Walls I ICF wall,R22,8";R-22 Infiltration 11.5 ACH50 Framed Floors I None Duct Lkg to Outside I Forced Air Ductless Slabs I R1OP,R10U;R-10 Total Duct Leakage I Untested Mechanical Systems Heating Air Source Heat Pump•Electric•10.3 HSPF2 Cooling Air Source Heat Pump•Electric•22 SEER2 Water Heating Residential Water Heater•Electric•3.55 Energy Factor Programmable Thermostat Yes Ventilation System 45 CFM•20 Watts•ERV Whole House Fan N/A Lights and Appliances Percent Interior LED 100% Clothes Dryer Fuel Electric Percent Exterior LED 100% Clothes Dryer CEF 3.4 Refrigerator(kWh/yr) 673.0 Clothes Washer LER(kWh/yr) 284.0 Dishwasher Efficiency 270 kWh Clothes Washer Capacity 4.2 Ceiling Fan None Range/Oven Fuel Electric PFS Corporation Northeast Region APPROVED Michelle Baker 08/15/2024 Approval limited to Factory Built Portion Ekotrope RATER-Version 4.0.2.hf.3417 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report. Building Summary Property Organization Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton,MA 01062 Chris Mazzola 508-833 3100 Bliss St 35-2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs V General Building Information Number Of Bedrooms Number Of Floors 1 Conditioned Floor Area[sq.ft.) 871 Has Electric Vehicle Ready Space Yes Unconditioned,attached garage? Yes PFS Corporation Conditioned Volume[cu.ft.] 9,229 Northeast Region Total Units in Building 1 Residence Type Single family detached APPROVED Number of Floors in Building - FloorNumber - Michelle Baker Model 08/15/2024 Community RESNET/IECC 2006-2018 Climate Zone SA Approval limited to IECC 2021 Climate Zone 5A Factory Built Portion 3 .. Foundation Wall Name Library Type Height Above Grade Depth Below Grade Perimeter Location Endosi g crawl space ICF wall.R22,8' OS 1 155 Exposed Exterior Conditioned Space Foundation Wall Library List Name Feet From Wall Top To Feet From Wall Top To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R- Continuous Insulation Continuous Insulation value Top Bottom ICE wall,R22,8' N;'A N/A Yes 22.00 N/A N A Slab - IIIIIP1' _Ai, imr- Name Library Type Perimeter Floor Grade Carpet R Exposed Masonry Surface Area Location Enclosing Area slab below grade R10P,R10U 1;4 S Below Grad,. .. 871.0 ft° Exposed Exterior conditioned Space Slab Library List -10111.1011, ..,m., mill r,:,r„truction Slab Completely Underslab Perimeter Perimeter Perimeter Thermal Break Effective R-value Type Insulated? Insulation Width Insulation Depth Insulation R Value Insulation Is VI ftI Exterior RI OP,R10U Wood Frame/ Yes 21 I: . i r-; tarn, Other Building Summary Property Organization Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton.MA 01062 Chris Mazzola 508 833 3100 Bliss St 35 2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs Framed Floor None Present Framed Floor Library List None Present Rim Joist N,i sai Library Type Surface Area Location >amb R24 12.0 ft Exposed Exterior garage R24 33.0ft3 Exposed Exterior Rim Joist Library List Nanir Effective Insulation Revalue Wall , Na Library Type Su or Surface Area Location >ambient R30,FG+XPS21P R-9,6x16,G1, Medium 9873ft= Exposed Exterior >garage R30,FG+XPS,ZIP R-9,6x16,G1, Medium _v 263Aftt Unconditioned,attached garage Wall Library List Name Effective R-value PFS Corporation Northeast Region R30,FG+XPS2IP R-9,6x16,G1, 27.978 APPROVED Michelle Baker 08/15/2024 Approval limited to 2 Factory Built Portion Building Summary Property Organization Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton.MA 01062 Chris Mazzola 508-833-3100 Bliss St 35-2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs Glazing t Name Library Type Wall Foundation Wall Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Assignment Depth Top Bottom Front U0.27,SHGC0.30 >ambient Yes 0 0 0 Northwest 26 5 ft2 Front slider U0.27,SHGC030 >ambient Yes 0 0 0 Northwest 40.0 ft' Left U0.27,SHGCtO30 >ambient Yes 0 0 0 Northeast 643 ft2 Rear U0.27,SHGCU30 >ambtent Yes 0 0 0 Southeast 29.3ft' Right U0.27,SHGC:030 >ambient Yes 0 0 0 Southwest 12.9 ft2 Right awning U0.27,SHGCO30 >ambient Yes 0 0 0 Southwest 9-6ft' -ear Glazing Library List h c U-factor PFS Corporation �.0.27,SHGC.0.30 0.270 Northeast Region APPROVED Michelle Baker Skylight N O rlu r f t.l efl t .Apptovat Vrntted to---' Factory Built Portion Skylight Library List None Present I . Opaque Door . ,.. . , , , ........ - 111111111111111111141.___. Name Library Type Wall Assignment Foundation Wall Emittance Solar Absorptance Surface Color Surface Area Location Assignment >garage ThermaTru,Opaii,.• >garage 0.9 0.75 Medium 20.0fe Unconditioned, attached garage Left ThermaTru,Opaque >ambient 0.9 0.75 Medium 20.0 ft2 Exposed Extenor w/2 side lites 3 Building Summary PFS Corporation Property Organisation Inspection Status Northeast Region 35 Bliss St Home Energy Raters Results are projected Northampton,MA 01062 Chris Mazzola APPROVED 508-833-3100 Michelle Baker Bliss St 35.2rVXbMw2 08/15/2024 Bliss St 35 Pre Builder Back Yard ADUs Approval limited to I Factory Built Portion Opaque Door Library List Name Effective Fi-value ThermaTru,Opaque 7.143 ThermaTru,Opaque w/2 side lites 5.435 Roof Insulation Name Library Type AtticEMeriorAreat.A11116111611111111Ai:- Clay or Concrete Roof Surface Coke Surface Area Location Tiles Flat Attic R60,CE 16 Ax24 G1 1,089 No Medium 871.0 ftt Attic Roof Insulation Library List.,. `'` Noma Has Radiant Barrier Effective R-value R60,CE 16;4z24,G1 59.421 Whole House Infiltration I. Infiltration Measurement Type Shelter Class 1.5 ACH at 50 Pa Blower-door tested T Mechanical Ventilation Ventilation Type Ventilation Rate)ft'? Operational hours Fan Watts !tuns once every Energy Recovery Model Number Manufacturer Minute) pm day three hours Percent E kV 45 CFM 24 20 Watts Yes fib 9 Lighting 9►Interlor Fluorescent h,Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting a0 Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 'CO 0 100 - _- - 4 Building Summary Property Organisation Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton,MA 01062 Chris Mauola 508 833 3100 Bliss St 35-2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs Onsite Generation None Present Onsite Generation Library List None Present Solar Generation None Present Dehumidifier None Present Dehumidifier Library List None Present Whole House Fan Non,.Fri Bert I Whole House Fan Library List N9no I'r,•sert I PFS Corporation Northeast Region APPROVED Michelle Baker i 08/15/2024 Approval limited to Factory Built Portion 5 Building Summary Property Organization Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton,MA 01062 Chris Mazzola 508-833-3100 Bliss St 35-2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs Conditioning Equipment Name- Library Typc ASHPii1 CC_MUFZ-IIJISNAHL.10.3 Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Load Location 100.- :00 0 Unconditioned Basement HSPF2,DUCTLESS /Crawlspace Water Heater DHWHP,EF3.SS,50GAL 0 0% 100% Unconditioned Basement /Crawispace Equipment Type:CC_MUFZ-KJ18NAHZ,10.3-HSPF2,DUCTLESS Equipment Type Air Source Heat Pump Fuel Type Electric Distribution Type Forced Air Motor Type ECM(Variable Speed) Heat Pump System Type Unspecified Heating Efficiency 10.3 HSPF2 Heating Capacity(kBtu/h) 21 Backup Fuel Type Electric Switchover Temperature(SF) 5 Backup Heating Efficiency 2.05 COP Use default Supplemental Heat No Supplemental Heat(kW) 3 Cooling Efficiency 22 SEER2 Cooling Capacity(kBtu/h) • 17 Equipment Type:DHWHP,EF3.55,50GAL Equipment Typc Residential Water Heater Fuel Type Electric Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 3.55 Energy Factor Tank Capacity(gal.) 50 Distribution System Distribution Type Forced Air Ductless Heating Equipment ASHP(1) Cooling Equipment ASHP(1) Is All Equipment In Conditioned Space Yes PFS Corporation Leakage Default HERS Default Leakage Northeast Region Duct System Efficiency 1 APPROVED Michelle Baker HVAC Grading 08/15/2024 Approval limited to HVAC Grading Not Conducted Factory Built Portion 6 Building Summary Property Organization Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton,MA 01062 Chris Mazzola 508-833-3100 Bliss St 35-2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs Ceiling Fan IHas Ceiling Fan No • Water Distribution _ - Water Fixture Type Standard Use Default Hot Water Pipe Length Yes At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Drain Water Heat Recovery? No Clothes Dryer Cef 3.37 Fuel Type Electric Field Utilization Moisture Sensing Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type Custom • Clothes Washer -- -- Label Energy Rating 284 kWh/Year Annual Gas Cost $18.00 Electric Rate $0.12/kWh Gas Rate $1.09/Therm Capacity 4.2 lmef 1.57 Defaults Type Standard 2018+ Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes Washer Available Yes Dishwasher Dishwasher Defaults Type Custom PFS Corporation Dishwasher Size Standard Northeast Region Dishwasher Efficiency 270 kWh Annual Gas Cost S33.12 APPROVED Electric Rate $0.12/kWh Gas Rate 51.09/Therm Michelle Baker Is Outside Conditioned Space No 08/15/2024 Dishwasher Available Yes Approval limited to Factory Built Portion 7 Building Summary Property Organization Inspection Status 35 Bliss St Home Energy Raters Results are projected Northampton.MA 01062 Chris Mazzola 508-833-3100 Bliss St 35-2rVXbMw2 Bliss St 35 Pre Builder Back Yard ADUs Appliances and Controls Programmable thernw,tet? Yes Range/Oven Fuel Electric Convection Oven? No Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 673 kWh/Year Refrigerator Outside Conditioned Space? No Notes Errors and Warnings have been Rater Reviewed PFS Corporation Northeast Region APPROVED Michelle Baker 08/15/2024 Approval limited to Factory Built Portion 8 MBSP „ In.( ?Val" Vkginio Homes MULTIONIT 111001/11JUI. SOLUTIONS Ala RAFTER AND BEAM PAGE INDEX PAGE A CALCS MANUAL COVER PAGE PAGE B CALCS MANUAL GENERAL NOTES PAGE C CALCS MANUAL SECTION 6 PAGE D-E TR7-27-6 RAFTER DESIGN oAa`�P�SH OF Mgss'go PAGES F-H SW7-15-9 RAFTER DESIGN PAGE I CALCS MANUAL SECTION 16 I o DFEENEY PAGES J-L EXTERIOR WALL HEADERS/CEILING BEAMS " No.54747 9 2�90cFGisTEPAO FSSIONk. cr.*" APPROVED /2 7 DATE 8/15/24 PFS CORPORATION 8-15-24 D.Feeney Bloomsburg, PA 200 Custom Ave•Middleburg,PA 17842•(800)837-4552 •(570)837-1414-Sales Office 72 East Market Street•Middleburg,PA 17842•(800)837-4552•(570)837-1424-Corporate Office www.modularbuildingsystemsofpa.com www.pbsmodular.com•www.custombuildingsystems.net•www.virginiahomesbuildingsystems.com S • 6Z: ce5.9.--- APPROVEDj' 1:: Ct1L -�ATE 3/29/17 NO.49508 0 PFS CORPORATION �. 1STE ``',. � Bloomsburg, PA CALCULATIONS \s`r'QNAL t' FOR 06/10/2020 PROFESSIONAL ,,,��oF'�nt^; ,�. BUILDING SYSTEMS 4" . EEw ,• .` 1�.•'"- 7 . (0. . 72 E. Market St. I, ``i •p � ,/. ..„ lo+. = Middleburg, PA 17842 -a:, f it •.� -P., a,. *. PER 2012 & 2015 IRC / ASCE 7-10 c `c�ti.~::•=.. o No.29,8A + : ''c`��cNSO='4�; 117 / 155 mph WIND (Vult) �'o 0 :r5� �Fss�o�.... G�?�'` 90 / 120 mph WIND (Vasd) A�►°ij. .... �ALE ,,,,,,taro 1 0/1 7/16 20 / 30 / 40 & 06/09/16j 50 / 60 / 70 psf GROUND SNOW LOAD ,. s�iTr o •.. . , iEtes �• ••• ,• OF �; � , w .,,,, e tom; PREPARED BY '-` F' %.�/`; .• fir a. 4' BARLOW ENGINEERING, P.C. - ::or: • 9081,. . rr 6512 SIX FORKS ROAD `f'jt r ' • CENS60• `�'� SUITE 203-B - '- :� � ss� • °V RA_E4GH, NC 27615 �,4„ 70.\�\ ••'s 1OYAL� 150137 10/07/15 03/09/17 ',Ness c:..Cw.be...1•.+.•.w• a..eoe...•....Y W M d ..a''.•N v.m...s m..ow.µ• .o�....samiop�w.r�erw e.. awsue.✓ .:1Htt ew+w.ae.:2t1j H11111Jttt/// . tJLT :�`yoittlllltttttt"1/___ \\\\, I*' + 1Cl \ .. . 0 �sr,` • ` O . Or /0 ,' ZP C1 1C. / • r i, P1• ` . (�.9f• Z' • " Th: : . . Barlow ice No. 035206 :° r' r; 584 A - 11879 a 44+ ' '',/ � ',iitllllto%.. �`',,ttttntlttt„,��s 06/10/15 A APPROVED DATE 3/29/17 PFS CORPORATION Bloomsburg, PA The following calculation manual is developed to meet the requirements for the following codes for 1 &2 Family dwellings: 2012 International Building Code/2012 International Residential Code 2015 International Building Code/2015 International Residential Code Roof and component designs are based on Ground Snow Loads(GSL)of 20-70 psf with a Ct= 1.1 and Ce= 1.0. The provisions of ASCE 7-10 are used to calculate applied roof loads. Wind speeds used for design are 117& 155 mph(Vult)which converts to 90& 120 mph(Vasd)with a maximum eave height of 30 ft,Exposure"C",Risk Category"II"at 3-sec gusts in accordance with the provisions of ASCE 7-10. Wind designs beyond Exposure"C"are not considered in this manual. Seismic designs beyond Seismic"C"are not considered in this manual. Stresses,including the effects of combined stresses,are calculated in accordance with the NDS 2012 edition for wood members. Where truss designs specify SPF#2 members for 2x4 to 2x8,SYP#2 may be substituted. Where SYP#2 is specified for 2x4 to 2x8,SPF#2 may not be used. Where SYP#2 is specified for 2x 10&2x 12,SPF#2 may be used. Where SPF#2 is specified for 2x10&2x12,SYP#2 may not be used.Truss bottom chord deflection criteria for habitable areas is the same as for floor joists. Trusses may be cut down for shorter spans provided they are reduced proportionally and no member is longer than the original design. Specified connections may be replaced with any suitable connector(s)for the given load. Beam bracing criteria is provided at the end of the Instructions section. B SECTION 1/pp.1 PROFESSIONAL BUILDING SYSTEMS `�O of 90 4, i', �. jp.//1";;'' NO.49508 y '.'. No.z9 ea : ,Q SS�N4L ENV /�yf/rrl►,,,,y ��'�' 10/17/16 12/05/17 SECTION 6 20, 30 &40 psf GROUND SNOW FOLDING TRUSSES w/CONNECTIONS & LOAD SUMMARIES TR5-27-6 w/EXAMPLE P1 -P22 TR5-31-6 P23 -P31 TR7-27-6 P32 -P40 TR7-31-6 P41 -P49 TR9-27-6 F NEW P50 -P58 TR9-31-6 ,t4 SE"y r• P59-P67 TR12-27-6 ,, ,;p �' P68 -P76 TR12-31-6 ` 'n.t i w P77 -P85 Cam,"..'• * ''* w JFR• Q •'• • +'a 0 ;751 r ? ••z 906100 06/09/16 A :r s CC C�R7 la. ��0,01rttirr„, `��l��lttUCtrirr�tii�♦♦ Qti T '�1 ENS `� `��`�,�.. �� ♦ ,� _./�.�\��N �� '♦� L n • ; y `" • Barlow > 10/07/15 { = P 584 g 3 ic. No. 035206 4 s, 11879 - • •- d; ii''fifilfait..`° /��i"("1"1"', ' - .- ;,,� s'. - 06/10/15 °hr ;cc; . .ti ) ; .GJ '•';iIONAL'.•`.ss` APPROVED DATE 3/29/17 'Professional CertMratlon.I hereby certify that these documents were prepared or PFS CORPORATION P:1201511501371MANUAUINDEX.Ids approved by me and that tame duly lkensed professional engineer ender the laws 8eaomsbvrg PA of the State of Maryland.' License No.:33421 Enptradon Date:7/16/16 C TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS 2'-3i" 13 14 12 15 t 16 15'-81" / 23 8._14" 13'-2- i e-1I. 10 20 21 17 I 9 19 18 _ I 1O 3 4 O S 6 7O8 L 9-9 13'-9" �4.-0� I 4-0"�-13_9 4-q.. I 2 �J $ 2T-6.. H GROUND SNOW LOAD: 20 psf 30 psf 40 pat TC DL: 10 psf "BALANCED SNOW LOAD: 20.4 23.1 30.8 psf BC DL: 10 psf TRUSS NO.:TR7-27-6 UNBALANCED SNOW LOAD: 36.02 42.72 54.32 psf BC LL: 10 psf WHERE:h<42' JOB NO.: 150137 OPPOSITE SIDE UNB.SNOW LOAD: 6.12 6.93 9.24 psf BC LL: 20 psf W HERE'h=42' PITCH: 7/12 UNBALANCED SNOW LOAD LENGTH: 4.3 5.01 5.6 ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN: 27'-6" APPLIED MWFRS UPLIFT: 22.43 psf WINDWARD AT 90/117 mph TRUSS CENTERS: FOR 20 psf GROUND SNOW: 16 in O.C. 12.74 psf LEEWARD AT 90/117 mph FOR 30 psf GROUND SNOW: 16 In O.C. 27.40 psf WINDWARD AT 120/155 mph FOR 40 psf GROUND SNOW: 16 In O.C. 19.21 psf LEEWARD AT 120/155 mph FOR 90/117 mph WIND: 16 in O.C. APPLIED C&C UPLIFT: 24.17 psf AT 90/117 mph FOR 120/155 mph WIND: 16 in O.C. 42.41 pat AT 120/155 mph "5 psf RAIN ON SNOW SURCHARGE APPLIED MEMBER INFORMATION: SIZE& MAXIMUM SUPPORT REACTIONS fibs): MWFRS UPLIFT C R C UPLIFT MEMBER SPECIES DL+LL+ DL+LL+ DL+LL+ 0.6 DL+ 0.6 DL+ 0.6 DL+ 0.6 DL+ 1-8 2 x 8 SPF#2 DEAD 20 psf 30 psf 40 psf 90/117 mph 120/155 mph 90/117 mph 120/155 mph 9-12&15-18 2 x 6 SPF#2 LOAD GSL GSL GSL UPLIFT UPLIFT UPLIFT UPLIFT 13&14 2 x 4 SPF#2 EXTERIOR WALL 435 932 983 1108 -89 -186 -174 -502 19-22 2 x 4 SPF#2 MATING WALL 83 201 207 224 0 -8 _ -10 { -55 23 2x6SPF#2 MAXIMUM INTERACTION&DEFLECTION: — NOTES:1.MATING WALL REACTIONS ARE TOTAL FOR BOTH SIDES. MAXIMUM 2.WIND PER ASCE 7-10,117&155 mph(VA).90&120 mph(Vasd),EXP.C. MAXIMUM DEFLECTION 3.SNOW PER ASCE 7-10,20,30&40 psf GSL.Ct=1.1,Ca=1.0 _ CSI (in) 1/ DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE. BOTTOM CHORD 0.684 0.334 518 4.COMPONENT DESIGN IS BASED ON C&C PRESSURES TOP CHORD 0.767 0.399 502 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. WEB 0.133 0.00 cry-APP9DYlp nFs CORPORATION T BARI.OW ENGINEERING,P.C. . 6512 SIX ORKS RD.,SUITE 20341 . 15115013712015 TRUBSE55 3O4OFO.ONG1TR7.274 RALEIGH,NC 27615 D SECTION 61 pp 32 TRUSS CALCULATIONS PROFESSIONAL BUILDING SYSTEMS COMPONENT LOAD SUMMARY 'CROSS SECTION IS FOR REFERENCE ONLY APPROVED AND MAY NOT REFLECT ACTUAL TRUSS EXTERIOR WALL DEAD LOAD= 12 psi x 10 ft = 120 pH DATE 7/22/15 MATING WALL DEAD LOAD= 8 psi x 10 ft = 80 pH FLOOR DEAD LOAD= 10 psi x 13.75 ft/2= 68.75 plf PFS CORPORATION FLOOR LIVE LOAD= 40 psf x 13.75 ft/2= 275 pH Bloomsburg, PA CEILING DEAD LOAD= 5 psi x 13.75 ft/2= 34.38 pH LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD '\`O O-A`O O J LOCATION 2=M.WALL HEADER&M.WALL STUD LOCATION 3=PERIMETER BAND LOCATION 4=CENTER GIRDER LOCATION 5=EXT.WALL HEADER&EXT.WALL STUD Oj Q Q Q LOCATION 6=M.WALL HEADER&M.WALL STUD LOCATION 7=PERIMETER BAND LOCATION 8=CENTER GIRDER LOCATION 9= EXT.WALL HEADER&EXT.WALL STUD LOCATION 10= M.WALL HEADER&M.WALL STUD LOCATION 11=PERIMETER BAND © 0—. /—Q ti—, , LOCATION 12=CENTER GIRDER LOCATIONS 3,4,7,8,11&12 MAY BE USED TO GENERATE 0 �0 ®_/' FOUNDATION LOADS TRUSS TR7-27-6,7/12 PITCH,27'-6'WIDTH COMPONENT LOADS(Ibs/itl D' ®� 20 psf GROUND SNOW (MATING WALL LOADS ARE PER SIDE OF LINE/ LOCATION j 1 J 2 1 3 J .. 5 1 6 1 / J 8 J 9 J 10 11 f 12 DEAD LOAD 326 3' 5'5 'F.^ 549 214 738 363 772 397 961 546 LIVE LOAD 373 _ 120 648 395 648 395 923 670 923 670 1198 945 TOTAL LOAD _ 699 151 1163 575 1197~ 609 1661 1033 1695 1067 2159 1491 30 psi GROUND SNOW LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 326 31 515 180 549 214 738 363 772 397 961 546 LIVE LOAD 412 125 687 400 687 400 962 675 962 675 1237 950 TOTAL LOAD 738 156 1202 580 1236 614 _ 1700 1038 1734 1072 2198 1496 40 psf GROUND SNOW LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 DEAD LOAD 326 31 515 180 549 214 I 738 I 363 772 397 961 546 LIVE LOAD 505 137 780 . 412 780 412 1055 687 _1055 687 1330 962 TOTAL LOAD _ 831 168 1295 592 1329 626 1793 1050 1827 1084 2291 1508 C&C UPLIFT 'LOCATION 1 2 3 4 5 6 7 8 9 10 11 12 UPLIFT(0.6)DEAD LOAD 196 — 19 _ 309 108 _ 329 128 443 218 463 238 577 328 90/117 mph1 UPLIFT -131 - _ _ _ _ _ - _ 120/155 mph UPLIFT 377 -21 -68 - -48 - - - - - . BARLOW ENGNEERNG,P.C. 6512 SIX FORKS RD,SURE 203-0 P12016\150137\2015 TRUSSES 120-30-4 FOL DNG\TR7-27.6 RALEIGH,NC 27615 E SECTION 6/pp.40 TRUSS CALCULATIONS MODULAR BUILDING SYSTEMS OF PA APPROVED , .. o , 7 DATE 8/15/24 ?; '' ;�! �\ 0 S 1 PFS CORPORATION -.A-row W c ...,,,..4••••s-71 -sa Bloomsburg, PA + a NO.49508 "' 1 9'-2� ,A, 1, 10 415 ��s G/$TE Gk 7'-6.. 22 �QNAL EN 9 6 �►T' r, 19 20 12/10/19 .•I'� Ii t Q218 3 4 5 21 1 7 6a7 l'. 5'—t02.. I 4'-0,. 5'_10 " I 0 t5'-9" GROUND SNOW LOAD: 40 psf TC DL: 10 psf BALANCED SNOW LOAD: 30-8 psf BC 0L: 10 psf TRUSS NO.:SW7-15-9 UNBALANCED SNOW LOAD: 54 32 psf BC LL: 10 psf WHERE h<42' JOB NO.:190401 OPPOSITE SIDE UNB.SNOW LOAD: 9 24 psf BC LL: 20 psf WHERE h 42' PITCH:7/12 UNBALANCED SNOW LOAD LENGTH: 5.6 ft BC LL: 20 psf BETWEEN KNEEWALLS SPAN:15'-9' APPLIED MWFRS UPLIFT: 38.96 psf WINDWARD AT 120/155 mph TRUSS CENTERS: 16 in O.C. 22.13 psf LEEWARD AT 120/155 mph APPLIED C&C UPLIFT: 41.97 psf AT 120/155 mph MEMBER INFORM•TION: MAXIMUM SUPPORT REACTIONS Ohs): f MWFRS C&C SIZE& DL+LL+ ~ 0.6 DL+ 0.6 DL+ MEMBER SPECIES DEAD 40 psf 120/155 mph 120/155 mph 1.7 2 x 10 SPF#2 LOAD GSL UPLIFT UPLIFT 8-11&14-17 2 x 8 SPF#2 1 4 I r EXTERIOR WALL 299 790 -213 -309 12.13 2x4SPF#2 di&Will At �i - 18.21 2 x 4 SPF#2 ,�_`�' , • 22 2 x 6 SPF#2 `,`!•6i �F ,N rA MAXIMUM INTERACTION 8 DEFLECTION' MAXIMUM NOTES:1.WIND PER ASCE 7-10,120/155 mph(Nutt)=120 mph(Vasd),EXP.C, V.• RLOW• . MAXIMUM DEFLECTION 2.SNOW PER ASCE 7-10,40 psf GSL,Ct=1.1,Ce s 1.0 \ , 4 V CSI (in) // DRIFTING LENGTH IS LATERAL DISTANCE FROM RIDGE, y ` BOTTOM CHORD 0.206 0.029 4479 \ ENGINEER' 3.COMPONENT DESIGN IS BASED ON C&C PRESSURES = 1 rs, TOP CHORD 0,126 0.037 3258 TRUSS UPLIFT CONNECTIONS ARE BASED ON MWFRS PRESSURES. Pf +le WEB, 0.055 0.00 -__ N Sv // II1 07/24/19 BARLOW ENGINEERING,P.C. 6512 SOX FORKS RD.,SUITE 20.1.8 P 32019W190401\9W7.15-9 RALEIGH,NC 27615 F TRUSS CALCULATIONS MODULAR BUILDING S _ TRUSS CONNECTIONS ® i. APPROVED `�li Stk AL'y+ DATE 8/l5/24 `%.�/ ••i- ftK' 1h ♦` PROJECT NUMBER 190401 PFS CORPORATION 1�Ci F' "L'�riN TRUSS NUMBER: SW7-15-9 TRUSS PITCH: 7/12 Bloomsburg,PA atillr: •RLOW E TRUSS SPAN: 15%9" • E \ ENGINEER UPLIFT CONNECTIONS(MWFRS LOADS): N o'grni -I' 126/155 mph I67/24/1 9 I EXTERIOR WALL CHECK STRAP QTY/END QTY/5ND CHECK ALT.STRAP QTY/END QTY/END CHECK ALT.STRAP QTY/END — r UPLIFT(Ibs) CASE CD i 1 1/2"x 269a STRAP 10 d NAILS 16 ga STAPLE 1 1/2"x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 213 WINO 16 OK 3 4 OK 2 4 OK 2 ALTERNATE: (3)16 d NAILS TOENAILED THROUGH BC INTO BAND PLUS(2)16 d NAILS THROUGH SHEATHING INTO BAND AND STUD MAXIMUM OF DL+LL+40 psf GSL 8 0.6 DL+120/155 mph WIND CONDITION"A"-RIDGE: CHECK STRAP QTY/END QTY/END CHECK ALT.STRAP I QTY/END QTY/END I CHECK ALT.STRAP I OTY/END TENSION(Ibs) I CASE I CD 1 1/2^x 26ga STRAP 10 d NAILS 16 ga STAPLE 1 1/2'x 20 ga STRAP 1G d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 0 64 I WIND I 1-6 OK 2 2 OK 2 2 OK 2 ALTERNATE:USE(2)8 d NAILS EACH END OF 1 x 4 _ SHEAR(Ibs) CASE CD ` _ 57 I SNOW 1.15 USE(2)16 d NAILS INTO END GRAIN EACH END PLUS USE 10 d NAILS AT 32 in O.C.THROUGH PLATES ��1 N i CONDITION"B"-TOP CHORD FLIP: 'r TENSION(Ibs) CASE CD — / ' :Allow CS\ 57 I WIND 1.6 USE(1)8 d NAILS THROUGH SHEATHING EACH SIDE j CI IL ALTERNATE:USE(2)16 ga STAPLE THROUGH SHEATHING EACH SIDE +�- NO.49508 ti _ SHEAR(Ibs) CASE CD 57 SNOW I 1.15 USE(1)16 d NAILS TOENAIL ED EACH END PLUS USE 10 d NAILS AT 32 in O.C.THROUGH PLATES \ • �FCi/$TEp,,'0�k� CONDITION"C"-COLLAR TIE: �FSS/ON4L ENG�? AXIAL(Ibs) I CASE CD 543 I SNOW 1.15 USE(4)18 d NAILS EACH ENO CONDITION"D"•KNEE WALLS: CHECK STRAP 1 QTY/END QTY END CHECK ALT.STRAP CITY END QTY I END CHECK ALT.STRAP QTY/END 12/10/19 TENSION(Ibs) —1 CASE I CD 1 1/2'x 269a STRAP 10 d NAILS 16 ga STAPLE 1 1 2-x 20 ga STRAP 10 d NAILS 16 ga STAPLE SIMPSON CS20 STRAP 10 d NAILS 224 SNOW 1.15 OK 4 5 OK 3 5 OK 3 COMPRESSION(Ibs) CASE CD 93 SNOW 1 1.15 IUSE(2)16 d NAILS THROUGH CHORD BLOCK CONDITION"E"-HEEL: TOP CHORD(Ibs) CASE CD 667 ] SNOW I 1.15 USE(1)1/2-BOLT(DOUBLE SHEAR;3/8'SIDE PLATES) — PLUS kM/A)6 0 NAILS OR(N/A)16 9a STAPLES PER GUSSET EACH SIDE ALTERNATE:USE(1)1/2"BOLT(DOUBLE SHEAR;1/2"SIDE PLATES) PLUS NO ADDITIONAL FASTENERS REQUIRED BOTTOM CHORD(Ibs) I CASE I CD 604 I—SNOW I 1.15 IUSE(6)6 d NAILS OR(8)16 ga STAPLES PER GUSSET EACH SIDE — BARLOW ENGNEERNG,V.C. 6512 SIX FORKS RD,SURE 203E3 V-20191904011SW 7-'S9 RAEFIGN.NC 27615 G TRUSS CALCULATIONS MODULAR BUILDING SYSTEMS OF PA COMPONENT LOAD SUMMARY •CROSS SECTION IS FOR REFERENCE ONLY AND MAY NOT REFLECT ACTUAL TRUSS EXTERIOR WALL DEAD LOAD= 12 psf x 10 ft = 120 plf MATING WALL DEAD LOAD= 8 psf x 10 ft = 80 p11 FLOOR DEAD LOAD= 10 psf x 15.75 ft/2= 78.75 p11 FLOOR LIVE LOAD 40 psf x 15.75 ft/2= 315 p11 CEILING DEAD LOAD= 5 psf x 15.75 ft 12= 39.38 pM '�I I`` LOCATION 1=EXT.WALL HEADER&EXT.WALL STUD LOCATION 2=PERIMETER BAND Q 0LOCATION 3=EXT.WALL HEADER&EXT.WALL STUD LOCATION 4=PERIMETER BAND LOCATION 5=EXT.WALL HEADER&EXT.WALL STUD .. I 0 O LOCATION 6=PERIMETER BAND r LOCATIONS 2,4&6 MAY BE USED TO GENERATE ® O FOUNDATION LOADS TRUSSW7-1 9 7/12 PITCH •- I T COMPONENT LOADS flbs/ft( 0 0 40 psi GROUND SNOW LOCATION I 1 I 2 I 3 I 4 I __5 I _6 O DEAD LOAD 224 423 462 661 700 899 LIVE LOAD 369 684 684 999 999 1314 TOTAL LOAD 593 1107 1146 1660 1699 2213 1 0 • I--- MODULE WIDTH(W) C&CUPLIFT 1 LOCATION 1 2 3 4 5 6 ---- -,,,a —._UPLIFT(0,6)DEAD LOAD 134 254 277 397 420 539 / t �O�'#\� /\ 120/155 mph UPLIFT 232 '��'Jf``+w1,0 cAl dr it �; % N o \1 a`P�-- l "Sy .a-Isw iT Ai • .1 � r►� A NO.49508 yAPPROVED �. . '; ,4, ago �� N ,% c . •RLOW F. sTE ,x.k, ce5.--' .. 8/15/24N - SS:ON tikt DATE \ E NCINEER F k 4 4l PFS CORPORATION % 1i .•‘ Bloomsburg, PA ray �••.� (12/10/19 1 NSY1-J fl11 oirIII/f RARLOW ENGINEERING,P.C. 6512 SIX FORKS RD.,SUITE 203.8 P'1201 g.:90/01L5W7-15.9 �J T 7/2�111 9 RALEIGH,NC 27615 `F H s+rrnvvcu L10/17/16 DATE 3/29/17 PFS CORPORATION Bloomsburg, PA SECTION 16 /4.4e, ' ' 0 \ 0 ' ,•S-. sG\ UNIFORMLY LOADED BEAM CHARTS ,r :q-n'W m } P1 -P137 CI IL .4 ' NO.49508 °l >• .r'��GISTEa�/ art?NAL Elk(' 06/10/2020 ) tllwAtltUtoes, \\\`\' .ttttlUtllu�l41/4 �`.l►LT %�� (1) .., so 4;iii,.,,, ,0 . t ;`S' '; = Barlow a • �, = • L. No. 035206 11879 _ 584 �e _ t) v'# °.'cAGIN -.<Z.-'.r%; '�, .�' °yJ \ Iv $IOkAL .•..g/ATI 0 •.• O r of �,, itll,llitivi O 06/10/15 • SE-y • ' .. . a . - CO(1,11P1 IA •1 • '4:1 p W - , ' '�ItSi<it y ii - ' O '!/cFNS:••• �4 '' "` . - :lie: TONAL. L '�i► 0 tp51 �* ;^:.b.. z•�' L10/07/15 I ROiI i i ...,�0''tl tom";,,,s "Professional CerafIcation.t hereby certlry that these documents were prepared or P:t2015\150137UNANUALUNDEX_xls approved by me and that I am a duly licensed pro.esslonal engineer under the laws 06/09/16 of the State of Maryland." Ucense No.:33t11 Expiration Oates7/16/1G In 1 O g� g Z w � o '" o o g R o ES'. g o � o 3oo E m lV 'E `388 �' mob d E E s'. B S r' o `a4, $ o l-F `in O z -+ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O V I O w OW 'Ai O O u<I m W _ 62 9E FHO0O : On' 00mo0000000 ?� na0 00m kEifAF0A000 ly W _ - O O O O 0 O .. 0 0 0 0 0 0 O O 0 O .. 0 .- 0 0 0 O - , O .. 0 0 0 <¢ K w m � m w• N O Z < z W F o ' > > 9 9 9 9 9 9 9 9 9 9 n 22 '3 a 9 9 5 ' 9 9 ' n n n 9 n > n v 9 9 9 0 p g 00 o w J J J 4w >O V YYY� z m In b b F. En tv b in b b I, In Iv In in Z. b to in b :- b F g N - N . c., - ry N 1'1 - N N n n N N elv . N elry NI a y N el a . m n v N n • w F O 6 � N Z. O PO ° " Ps8o "aoggogbg "s. igoiNs oBggg8FsgrNse. "s. -s. � o '61IFE ?° 13r J 8 Z 0 0 Z _, � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O O 06 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 ww ti1 0 O C < 1 ,, ,, '.- 0 Wo U w w ti p. =• ite � olitoL § EoagooioiE s E8o � k. V0 � i P42ii� o 0 o o ° Ni i m W n aC 6 °W 1- 9 9 0 9 9 9 9 J v a v n n j o 9 9 n n n n v v v n n > v w � 3 z b F. b. 'N to in Isb to Is in b, h to 1. IN b totv 1.- Fn En En b ae •W g N - N vI PI - ry N 17 - N ry M N n I'I n N 'I vI ♦ v 1'I ♦ in W K = O re 2 W = G 0 0 0 0 O 0 0 G 0 0 0 O O N gi -, — 0 0 0 C 0 06 0 O C C 0 0 0 0 ° 0 0 O O 0 0 0 0 0 0 O o O O 0 0 Z 00 U ▪ W x 9Q x 1�1�' x u F 'al o a t = `n2' g S m : F R Z o 'A m e g `aa : 'n�' p § i M gn m n N o m § ry m § A i Z $ - o 0 0 0 0 0 0 .. o 0 0 - o 0 0 0 0 0 - - - o - o o - o 0 0 LL i t 62 ► w ¢ p r > > 9 9 a 9 0 9 n v v v v v v 9 9 n n n n ' 9 n n n > v v Jv n v z a n4 '+1 3� co m o c Z. $1 . mIn In I:: c m o Z. a In Ins 1, m to In In In 1.S? m 1, to - Ino Is a 1I ID 1, y g `'+ N n .' 4 N - N rI - 1 J - N 17 O a N wI 17 a N 1'I in Z. a N In Ip w $u. , F�OLJ OF l O 0 V c - o o 1> . 9F' n o E. 4rv' § F r r b' B 8 F o g E o s' E g " o H E '* In`I i n > =' o 0 0 o a o 0 (U� o C G I j o 0 o G o C o C o 0 0 0 0 0 0 0 0 o C o 0 0 0 0 0 0 0 00 o 0 U▪ W f/ O W I- p n w W a O S w Fmp ¢ .1 2xmi��A zoByiu § iF. i n R o m f 5i ? m 1 ^ m o - o 838 N m w i in ,o O w ._I- / r 9 9 9 9 9 9 9 9 9 9 n o o-s o`3J J n 9 9 n n 9 9 9 9 n 9 5 9 n v v m 3 n 3 .i ro b b b F. In b N. to to b in b N & F. to b '♦ b F- to In Ns In Fn Iv b to F, In F.i In F. b b b b g17 - ry N n - N .., In ♦ a N - - . G O =N OO O N, N m Om ON N Om O N - O O Nrv- 0m 0 nw1 O I-V OO nP ID N- Om I'nI ~ O M N 0 > m ry O z` - 0. vI a - N vI ♦ - N I VI N l 1' a - n., vI a - N In ♦ - In a - N n n D 0 W I � 2N N In �pn �n N N N E Q n m m m m • (' OJ 72 % W m Fogt• 88 N Q C K y F ,' O m W K 5 U i �[ U 5 ZZ : 1 LL a a. LT W N ,`, ,1,- > 2 to y N 2 w vi LL t w Q ~ f N S N w - N � LL Og N y m w p w A ..F-',0 1„ - ry ro N z N o mu ,,u,,,iJ�I O gq . aim z. o = o z - ry 17 DM G r e C u' o w e ''' '' ''.1 Z m Z m ° = 4 T mo r�'i O w i o m 0 Z g ' { D; y p at N u n� D . C m " N c r r ; i v w x a v aI m m m 0D pp m m N o „ m w o f D 8 g O y u --IV, �` r v m f7 O m Z p r.. g N t o N CO O 2 13 p S Ti A m AAN m m O22 n f cccp m m EO m m (� o a O z O O }$ fS g g 8 8g 8 gU g m 3 O PIW ...I+ A W PO -• A CO PO +IA W NI+ aIW N + A CO PO -• A CO PO -• aIW a WINI+•A W PO p1 ri W P 7. N W P + N W P + W P + N W P N .. N P + PA -• -• AP 0, + -• N U + + NJ CA + + Al tr. + + IJ IJ C. A co N G. A OP N C. A C.I At W A C. N a. A m v N + O (0 V P P W V P P W P P m P m m V P W P P A P P P W IP P A W P P W y 4 a ct °4 q .:t 4 4+ a o q `! .4 9 ': 9": 4 °4 4 ; 4 1 •: 1 °: ; ^2 'R 1 °t ^' + ? ? : al °! `! 9 g c {I I I `j I r E m a n v o a a a < v o g. v a v g v 17+ a is a. n a a ca. a a < a a a a a �af a t o a a a t -, D 1 I J m p I D= m ', A m m 0 ?; OK O X �"' ii O n P z m = 0 0 0 0 0 0 0 0 0 0 0 0 ° *, 0 00. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 p 7e a P A n. N W i.. o S 1� .Q o A A + A o o m c 0 0 3 m `Ee' a a +W + m = tmA .$ $ 7 >ggto + g ski rirm..7bg' § `drs. EtRz4Ng `t• + 1v Se y toc m i r ' m • P P G b V V P (n 7 ' T! W P P P P P 7-' a• N V P A P U P W P N P W W 1 a O+ 44 'Y°14AR � : 1 V; 10 . o m > a y °: N A a . .,1s r- m m m � � u, :, u� N mm c zo - ; a m nm pi O n n n o n o c < o o c 6 E o v v v a n n n o g. n n < o v o o v a a a o v o1 m j y ^0 Z m • A m . ° z m > c. _ _ _ Zmo g > a m Qp+p i .dr' ii. i + i `ii i bq+ r'�, po+ i i.. i i i .s' oo + + i + 5 n. y+� S+ pi i 0 Epp E op ti. �+ m m y P .O U. A (.. N W 0 W N V & iD N P P a. N (r .O P P .D .O L '� rz D c Z m m A J 3 O m n r r • ti ,[ 0 0 r��r++ 0 0 0 0 0 0 o a o S 0 0 0 0 0 0 0 0 0 r� G� m W' w X w g P+ i w m w per' i 8 N u Fi'i W C .. m $i u `i S 26 SS' i m E .d' .j' `L' z z p z c z a ' zC m 8 m P P t° °! V P V °i P ("• V P P P °D P P A V °• P A P P P P P A `•! P P W (p y m m m ; a n a a a a < c o v v v v o c v c v v n n n n n n n < o v v o o v v v v v o v ( O O m O Z _ m O O + N + + + + + O + + + + + O O + + O + + N + + O 0 .0 m 0 P ON Z 5"O m T m ('. 2 L� T '712 NO O O p Op ON p opp O O p O O p Op �p P o O o O p O O o (< O O O O O o Qq o y O Oo p0 (o. p O O p O Io o y O Oo (. 0 4 A N N (U P A E t 8 W V § P 8 N E O. r O. °o a V N W+ A N b O. S E A A Oo N °. 1. O m - ( D r Z y 57 7 °• + V P P W P °• P . 7 7 V 7 .° m 7 . P P A W W P P W p- M . '• 4 4 m 4 • o R , • • • • • • 4 • • 1 ? • , "• . 1 °' A . . °• o . . z c +� m ,E A r m m an o v v o c < o v v a 6 v a < a a m i D A '> Fi v o v a 5 n n. o o n o 0 0 0 0 o v v a v v j -( p o z a Coi m m •1 c 8 ..* mv ; am 10 v m m S^ O m m0 p = m () O O o O o O o 0 0 0p �p O o O O O oo O O 0 0 0 pp o. (01 o p0 (p0 o o {0 O {oy ow m Z O P a W + P + O (V.. V !• °i N W ® N P P ,V P .PD tD °. N m L P m N P O V A Z 0 _ z a, N N • ! ,1 O fs {P� tb - .. u N - c �@n y �2 ■ _ O T Z w > .. Eli Oy A Z m z A N F; G' 0 2 TA x 0 j o m c " N N m N rc r r ; i in co "_ x to m r 0 m v O . m x o o m r^ CO co C i g p N A <e R, F -( r +� �i Z m Z OT L - p v .. n A `� r'S z f0° O ti p O T. t .. v, S m COm m SO p D 3 & g m m D A i; C � m m z 1 O P 8 8 8 8 g ,, 8 g 8 g vg ` 0 A W N - A V N 4, N - A t.. N + la to N I+ A tJ N + A W N + A t.. N + A 44 N - A 4+ N I N + - N + N tJ m + W m N + W m + W N N m P m N C. N W N T P tD N C. V. m N N A a : 30, 0, + aA - m •t 87: :: m a : iow r'.r mu m . v 8 ' cr, 8 :: . . 0 & nun nnn nt o 6 o a6 ata aa a 6nnn n n n i *. o o a a o 0 0 o a o < m o o4 a m m Z > o o 0 0 0 0 0 0 0 — 0 0 O -• 0 0 0 O o — O 0 0 0+o O p 1—D o — o 0 0 0 0 0 — 6 O p y C,. W S O m 9 p m 1 - r ' r T o p y O m O N n co - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 O O O O O 0 0 0 0 0 Q 9 O m _ lamb m 'a _ u o a; _ m w o .t ,1` p m T.; c b..N �.'. o a N m m N a o a 4 9 4 • 9 c; R of 9 y 4 . l m o 4 'h 9 9 `4 4 9 r A m "J . ? • , • . c c m m m Am m • E 2. c. m+ ; n n o n n n n a n a 6 a o 6 0 o n v o o n n n n n n n n n n 6 6 n a 6 6 n 6 o o <m o Z p m O Z m m D• ' A o 0 0 0 0 0 0 + 0 9 0 , 0 0 0 0 0 0 0 - 0 0 0 0 0 0 0 + 0 0 0 + o 0 0 0 o O Q m x f N m P°i R b ro k' ii f'V, ii m m m m o U : § N m w w 4Ni m $ m 7& 0iii m 2 n •"j m ; A-' � , ° z � m O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m �N�pp A W V N A {y N 1 yP�1 yy,, P pp pp 51� 64. g pq f'� W �1pJ N W m pP py. i A f.. 5 . O, N V N i0 lN" V m ! t1, N + t0 N N 40i N Ot O� tVJ Ot 4Ni O� Ot t0 OD N .Ni x P !. N ' tD j N i N O V 0 0 O. .. O 0 O. 8 . N 4 m "1 ,4 , u R . 4 + RH ; ; N . 4 • 4y . `t D4444 A4t4 ; a n n a, a a a z a a a a g a a a a a a a n a n o a a a a a a g a a a a a a a g t m m o 09 o 0 0 0 0 0 0 + 0 0 0 + 0 0 0 0 0 0 0 + o 0 0 o 0 0 0 0 0 - o 0 0 0 0 0 In- 6 m 6 4 m m 6 ` vN9 � m tr mEcS' Eti t.' g H. 5 § q - N ,, g : § m mm Z x m T n -t m 0 0 0 0 0 0 0 0 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o n 0 o O r- $ . 5MwR � m '' � gi � 80. gE m SC ,, gm & � '1NNiEk' 8 ' 5' fb N ' N ;Y o 2 O Q J O A O. A N A m N • N O o N O T jJ N E . °t °t 4 9 ! 4 .1 q , 19 m 4 `! of 9 '2 4 • , . 4 •4 4 a to Y , a 4 4 • • 1 sj A p i m O XYYY m o p n n n n a n n a n a a 6 6 6 o v n a a o E. n n n n n a n a a a a a a a a n a a 6 ' Z D p o o _ 7� m T ? = a ; mg m m A 0000000 , 000 ,4 o 0 0 0 0 0 0 + 0 0 0 0 0 0 0 o -4 o 0 0 0 0 0 0 + f c ; m m m 7 n 10 ~ m m 0 o 9 p m N m p x m m 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 rm" Z -I o i 0 0 'Co,' 0 0 t,p 0 pp o 0 0 0 0 0 0 0 0 0 � N - o o + g m N N N tT N P N Nm � N N � � N N N rU N N N N N U, N N N � � � � V m ' N lJ (mJ N y OOoo 2 $ r * * Official Receipt for Recording in: Hampshire County Registry of Deeds 60 Railroad Ave. Northampton, Massachusetts 01060 Issued To: MALKIN: TIM ORELLY 35 BLISS ST NORTHAMPTON MA 01060 Recording Fees s s Document Recording Description Number Book/Page Amount s : DECIS 00013691 15227 191 $105.00 35 BLISS ST $105.00 Collected Amounts * Y Payment Type Amount $ Cash $105.00 $105.00 Total Received : $105.00 Less Total Recordings: $105.00 Change Due S.00 Thank You 1) Cy ('L) MARY OLBERDING - Register of Deeds 5,•v e) By: Ann S Gh Receiptk Date Time 0431320 09/04/2024 02:20p 2024 0001369I t3k: 15227Pg: 191 Page: 1 of Recorded: 09/04/2024 02:20 PM Planning & Sustainability • City of Northampton planning j resiliency I conservation I place-making I sustainable transportation I zoning I GIS I historic I CB architecture I agriculture and food (413)587-1266• northamptonma.gov/plan Applicant: Owner if Different Than Applicant: Tim OREILLY Sarah Rigney 10 B Narrows Way Unit B-Driveway off Old Oyster Road 35 Bliss St Cotuit,Massachusetts 02635 Northampton, MA 01062 413-262-8309 4133367655 tim.oreilly@backyardadus.com rigneysm@gmail.com Site Address: Site Assessor Map ID(s): 22D-083-001 35 BLISS ST Book/Page Number: 10234.0333 NORTHAMPTON,MA 01062 Zoning District:WSP Additional Location(s): Permit Type(s): Site Plan Approval-Administrative Site Plan Review Project Description: The Project consists of building a second detached residential unit with attached garage and moving the second curb cut to access the proposed garage. Planning Board Decision Details: Date Submitted: June 10,2024 Hearing Date:July 25,2024 Extension Date: Hearing Closed Date:July 25,2024 Decision Date: July 25,2024 Filed with Clerk Date: July 29,2024 Appeal Deadline Date:August 19,2024 An appeal of this decision by the Zoning 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. Planning Board Members Vote George Kohout Favor Janna White Favor Melissa Fowler Favor Stacey Dakai Favor Richard Baker Favor Planning Board Findings Upon review of the application and the public hearing statements,the Planning Board approved the second detached unit and the second curb cut (relocated)for the project upon determining that the following criteria in 350-11.6 and 6.11 had been met. A.The requested use protects adjoining premises against seriously detrimental uses. If applicable,this shall include provision for surface water drainage,sound and sight buffers and preservation of views, light,and air; The 900 square foot structure as a second unit is allowed and of similar scale to surrounding neighborhood. B.The requested use will not alter vehicular and pedestrian movement within the site and on adjacent streets,cycle tracks and bike paths. The structure is accessed from relocated driveway.The driveway relocation with the new structure continues an expected pattern and rhythm on the street for structures and driveways.The Board waived the traffic mitigation, based on the fact that this second unit size would have qualified for an exemption previously as a detached dwelling unit. Access by nonmotorized means for this residence is typical of two family dwellings 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. E.The requested use meets any special regulations set forth in this chapter,which includes 6.11 for second units with design and energy systems. F. Compliance with the following technical performance standards: Pedestrian, bicycle and vehicular traffic movement on site is separated,to the extent consistent with single and two family use. I, Carolyn Misch,certify that this is a true and accurate decision of the Planning Board. Abutters and Parties in Interest are mailed notification of this decision. 0.41,cApt\ c3) • Planning Board Conditions Prior to issuance of a building permit,the applicant must show documentation for the date the large white pine was removed and its size. If the tree was removed after July 26 2023, then the applicant shall provide a plan for meeting the tree replacement requirements in 350-12.3. Received iron(9 A • °',< l "tJ k JUL 2 9 P24 m City Clerk's Office Northampton, MA 01060 City Hall•210 Main Street,Second Floor•Northampton,MA 01060•Northan,,,t,,,,MA.a.,.A�, rt August 20, 2024 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 July 29, 2024 that twenty days have elapsed since such filing and that no appeal has been filed in this matter. n aimthz1".621.(e4L, Attest: �+// ATE v. HAMPSHIRE REGISTER City Clerk, City of Northampton MARY OIBEROING �' ` Commonwealth of Massachusetts t,: (; i Manufactured Buildings Program-Plan Identification Number Assignment Name of Manufacturer Professional Building MC Identification Number Systems, Inc. 221 Third Party Identification Number 02 Project Title 117540 Use Group Single Family R-3 BBRS\OPSI /� Identification Number 0248-24 Review Required All plans are reviewed by MA and a BBRS Number assigned when approved Date: 08/ 15/24 + Manufactured Buildings Program From: Syno Tell, CBO Manufactured Buildings Program Director Re: Confirmation of Receipt of Building Plans & Assignment of BBRS\OPSI Identification Number (BBRS\OPSI I.D.Number) The Board of Building Regulations and Standards and Office of Public Safety (BBRS\OPSI) has received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\OPSI I.D. Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and plan revisions. Thank you for your cooperation with this matter. Send all correspondences,inquiries and plan revisions to: Office of Public Safety&Inspections-Syno Tell 1000 Washington Street,Suite 710 Boston,MA 02118 Syno.Tell@mass.gov 00.,, mAt.rigop Bbrs\forms2\manufacturedbldgplanid-06/2018 i0 t*w U r'�cJyy n i joaO �s y c �a � �� •q 1- 0 4. by: ~ 0 1'i. SON I a 4 .kn lei ':