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16D-004 (9) File#BP-2016-1043 ,� � f--� APPLICANT/CONTACT PERSON AIMUA JOSEPH ADDRESS/PHONE 83 SUPERIOR AVE INDIAN ORCHARD01 151 (413)222-1044 ,�- PROPERTY LOCATION 202 NORTH MAIN ST f �" MAP 16D PARCEL 004 001 ZONE URB(75)/URA(25)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT at Fee Paid .727V 40 Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/DECK/PORCH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: t-/ Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received& Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition-Po a e ioBui d' ffic' Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only City of North mp yew of Permit; Building Dep rtm nt ut/Driveway Perini 212 Main tre �E� Septic AvailabilityRoom 1 0 M/ell AvailabiliNorthampton, A ts of Structural Planphone 413-587-1240 r`c"°" e PlansA oz cUapecify .. ' . APPLICATION TO CONSTRUCT,ALTER, REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office Map D_ Lot 040 Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Josep Aimua 83 Superior Avenue, Indian Orchard, MA 01151 N m Current Mailing Address: ,-� (413) 222-1044 Telephone Signatur 2.2 Authorized Agent: Name(Print) Current Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 342,000 (a)Building Permit Fee 2. Electrical 15P0 (b) Estimated Total Cost of Construction from 6 3. Plumbing 18,000 Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 20,000 6. Total= 0 +2+3+4 +5) 395,000 1 Check Number b This Section For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 19,747 sf Frontage 55 Setbacks Front 12 Side L R: L: 15 R: 15.5 Rear 139 Building Height 28 Bldg. Square Footage % J,848 Open Space Footage (Lot area minus bldg&paved 1667` parking) #of Parking Spaces 3 Fill: 300 CY at front (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW 0 YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO ® DON'T KNOW 0 YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DON'T KNOW ® YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: C. Do any signs exist on the property? YES 0 NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 0 NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES 0 NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all apo.licable) New House FV-J Addition Replacement t Windows Alteration(s) oofing Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding[0] Other[O] Brief Description of Proposed .A Work: CONSTRUCTION OF A SINGLR FAMILY HOUSE 'A Alteration of existing bedroom Yes X No Adding new bedroom Yes X No UJ Attached Narrative Renovating unfinished basement Yes x No Plans Attached Roll -Sheet 6a.If New house and or addition to existing housing complete the following: a. Use of building : One Family X Two Family Other b. Number of rooms in each family unit: 3 Number of Bathrooms 2-1/2 c. Is there a garage attached? YES d. Proposed Square footage of new construction. 2400 Dimensions 44X42 e. Number of stories? 2 f. Method of heating? CENTRAL GAS Fireplaces or Woodstoves YES Number of each ] g. Energy Conservation Compliance. YES Masscheck Energy Compliance form attached? YES h. Type of construction 2X6 i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? Yes No . I. Septic Tank City Sewer Private well City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 1' as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Sup rvisor: Not Applicable 0 Name of License Holder: Jose-?o Pa�M�A pt. 4 og v; License Number Address IF( 4UExpiration Date D-22 - 4[?) Si(gnatTelephone A�� 9.Registered Home Improvement Contractor: Not Applicable 0 Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit._ Signed Affidavit Attached Yes....... 0 No...... 0 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm Structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated, Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 01 060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111, S 150A. Address of the work: 202. N . Mho �'T, mbltiff"roAl4 IYA D l D-60 The debris will be transported by: nj g �'ljk� The debris will be received by: Building permit number: Name of Permit Applicant Date Signature of Permit Applicant 202 NORTH MAIN ST BP-2016-1043 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 16D-004 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL e.142A) Category: New Single Family House BUILDING PERMIT Permit# BP-2016-1043 Project# JS-2016-001774 Est. Cost: $395000.00 Fee: $1502.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq. ft.): 43995.60 Owner: AIMUA JOSEPH Zoning URB(75)/URA(25) Applicant. AIMUA JOSEPH AT. 202 NORTH MAIN ST Applicant Address: Phone: Insurance: 83 SUPERIOR AVE (413) 222-1044 (� INDIAN ORCHARDMA01151 ISSUED ON:3/17/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.CONSTRUCT 2 STORY SFH MATT GARAGE/DECK/PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/17/2016 0:00:00 $1502.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner Unit Unit Area(so Unit Cost Cost/sf BASEMNET 1848.00 -493.50 -177.40 -13.50 Sub-Total 1163.61 GARAGE 483.00 PORCH 104.35 DECK 120.00 Total 1870.96 $0.20 $374 FIRST FLOOR 1848.00 -493.50' -177.40 -36.75 Sub-Total 1140.36 SECOND FLOOR 1848.00 -493.50 -177.40 -36.75 -25.00 Sub-Total 1115.36 Total 2255.71 $0.50 $1,128 Total Building Permit Cost $1,502 [ r CENTER FOR EcoTechnology- we make green make sense• ENERGY EFFICIENCY PIAN Project Address: 202 N. Main St., Florence, MA Conditioned Floor Area 2,598 ft2 Volume 31,167 ft3 Building Type Single family detached Bedrooms 3 1.Assumptions for Preliminary Home Energy Rating CET has completed a Preliminary Home Energy Rating with the following assumptions: a) The construction plans you have provided are accurate, including window dimensions and locations. b) Energy features not listed below in part c will meet the prescriptive requirements of the IECC 2009. c) The home will be built to incorporate the following energy features: un Specifications Used in Analysis Foundation Walls 2" Dow Thermax Interior Rigid Foam Board (R-13), including at wall top up to sill plate Basement Slab Uninsulated, 36" minimum below grade Floor over Garage R-30 Fiberglass Batts, held in contact with subfloor Rim& Band Joists R-21 Fiberglass Batts Exterior Walls, including garage and attics R-21 Fiberglass Batts, all cavities fully enclosed by air barrier on both sides(including behind tub units, flue shafts, walls to attics, etc. Windows&Glass Doors U-value= 0.29 SHGC= 0.25 (predominant) Exterior Doors R-5/U-0.20 Attic: 13" loose-blown cellulose (R-48), sealed Heave baffles, Ceilings&Attic Hatches plywood edge dam at hatch Attic Hatch: R-10+ Foamboard, fully gasketed Blower Door Test* 3.0 ACH50 or better* Thermal Enclosure Checklist, sections 3+5 Meet all Checklist Requirements as verified by a HERS rater at pre- I . drywall and final inspection The 2009 IECC requires a blower door fest result of 7 ACH50 or lower and the IECC 2012 requires 3 ACH50 or tower. Mec�hanrca!S�ems Specifications Used in Analysis Heating Equipment 95.0 AFUE propane furnace Cooling Equipment 13 SEER air conditioning, TXV or EXV valve included, properly sized and documented on Mass Save HVAC Contractor Checklist Water Heating Equipment Propane On-Demand, .94 Energy Factor Duct Leakage <6 CFM25 leakage to outdoors per 100 sq ft of finished floor area, or 0 leakage to outdoors 100%within conditioned envelope) Duct Location & Insulation 50% Unconditioned Attic R-8; 40% Conditioned Basement R-0; 10% Conditioned Space R-0 Whole House Ventilation Continuously operating, variable speed bath exhaust fan <1.0 sones, 56+ CFM, Energy Star Certified L�ahina"8Appliances Specifications Used in Analysis Lighting 80% CFL, LED, or in-based fluorescent Refrigerator ENERGY STAR certified Dishwasher ENERGY STAR certified ENERGY EFFICIENCY PLAN 2. Preliminary Home Energy Rating Results Based nDthe assumptions described above,we have calculated the following Preliminary Home Energy Rating results. Preliminary HERS |nd�� SO Preliminary Improvement Over 2D14Mass, Reference Home v2: 3O.2Y6-Tier|° Note that Confirmed Home Energy Rating results may vary from the Preliminary Home Energy Rating results due to changes in building plans, energy features installed in the home, RESNET standards, software changes, and other factors. 3.Services Requested CET will provide a Confirmed Home Energy Rating for the purpose(s)indicated below. CET will charge fees for these activities based onyour Home Energy Rating Services Agreement. ° Stretch Energy Code compliance * Incentives for the Mass Save Residential New Construction program-tier I* ^ = Mass Save Residential New Construction requirements and incentive amounts can change sdmny1imewithout notice at the discretion of program sponsors. We anticipate, but do not guarantee, that current program requirements and incentive amounts will apply bothis project aslong aaitiscompleted and inspected byNovember 30. 2O1G, As part of these services, CET will verify that your home meets all the requirements of these programs. I have reviewed and understand this Energy Efficiency Plan. I have reviewed the assumptions in part 1 and confirm that the assumptions ar Fr ct. Signature: Date: Printed Name: sj= -Company: Preliminary Rater:John Saveson Date:31412016 Page 2 of 2-Please send signed form to the Center for EcoTechnology REScheck Software Version 4.6.0 Compliance Certificate Project Energy Code: 2012 IECC Location: Northampton, Massachusetts Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 180 deg. from North Conditioned Floor Area: 2,342 ft2 Glazing Area 8% Climate Zone: 5 (6404 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: LOT 2 202 NORTH MAIN STREET JOSLAND ASSOCIATES NORTHAMPTON, MA 83 SUPERIOR AVE INDIAN ORCHARD, MA 01151 222-1044 Compliance: Passes using performance alternative Compliance: 2.8%Better Than Code Envelope Assemblies Gross Area Cavity Cont. Glazing Door LIA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,171 49.0 0.0 0.026 30 Basement Wall 1: Wood Frame 336 19.0 0.0 0.044 15 Orientation: Front Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Basement Wall 2: Wood Frame 336 19.0 0.0 0.044 15 Orientation: Back Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Basement Wall 3: Wood Frame 280 19.0 0.0 0.044 12 Orientation: Left side Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Basement Wall 4: Wood Frame 280 19.0 0.0 0.044 12 Orientation: Right side Wall height: 8.0' Depth below grade: 8.0' Insulation depth: 8.0' Wall 1: Wood Frame, 16" o.c. 378 21.0 0.0 0.057 18 Orientation: Front Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 1 of 10 NORTHAMPTON MA.rck Gross Area Glazing Assembly Door UA Perimeter U-Factor Window 1: Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.29 Orientation: Front Window 1 copy 1: Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.29 Orientation: Front Door 1: Solid 21 0.190 4 Orientation: Front Door 2: Solid 21 0.190 4 Orientation: Front Wall 2: Wood Frame, 16" o.c. 315 21.0 0.0 0.057 17 Orientation: Right side Window 3:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Right side Window 3 copy 1: Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Right side Wall 3: Wood Frame, 16" o.c. 378 21.0 0.0 0.057 17 Orientation: Front Window 5: Vinyl Frame:Double Pane with Low-E 10 0.310 3 SHGC: 0.29 Orientation: Front Window 5 copy 1: Vinyl Frame:Double Pane with Low-E 10 0.310 3 SHGC: 0.29 Orientation: Front Door 3: Solid 21 0.190 4 Orientation: Front Door 4: Glass 42 0.290 12 SHGC: 0.28 Orientation: Front Wall 4: Wood Frame, 16" o.c. 315 21.0 0.0 0.057 18 Orientation: Left side Window 7: Vinyl Frame:Double Pane 4 0.310 1 SHGC: 0.29 Orientation: Left side Wall 5: Wood Frame, 16" o.c. 336 21.0 0.0 0.057 16 Orientation: Front Window 8: Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.29 Orientation: Front Window 8 copy 1: Vinyl Frame:Double Pane with Low-E 8 0.310 2 SHGC: 0.29 Orientation: Front Window 10: Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Front Window 10 copy 1:Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Front Window 10 copy 2: Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Front Wall 6: Wood Frame, 16" o.c. 280 21.0 0.0 0.057 15 Orientation: Right side Window 13: Vinyl Frame:Double Pane with Law-E 9 0.310 3 SHGC: 0.29 Orientation: Right side Window 14: Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Right side Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 2 of 10 NORTHAMPTON MA.rck Gross Area Glazing Assembly Door UA Perimeter U-Factor Wall 7: Wood Frame, 16" o.c. 336 21.0 0.0 0.057 18 Orientation: Back Window 15: Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Back Wall 8: Wood Frame, 16" o.c. 280 21.0 0.0 0.057 15 Orientation: Left side Window 16: Vinyl Frame:Double Pane with Low-E 12 0.310 4 SHGC: 0.29 Orientation: Left side Mechanical Equipment Forced Hot Air Gas 95 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildin been designed to meet the 2012 IECC requirements in REScheck Version 4.6.0 and to comply with the mandatory req ents listed t RESd4eck Inspection Checklist. Name-Title S1 e Date Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 3 of 10 NORTHAMPTON MA.rck CREScheck Software Version 4.6.0 �J( Inspection Checklist Energy Code: 2012 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope. ❑Not Observable ❑Not Applicable 103.1, Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies 403.6 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: y Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact--(Tie-r-3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 4 of 10 NORTHAMPTON MA.rck Section Plans Verified Field Verified # Foundation Inspection Value I Value Complies? Comments/Assumptions & Req.ID 402.1.1 Conditioned basement wall R- R- ❑Complies See the Envelope assemblies [F0411 insulation R-value.Where interior R- R- ❑Does Not table for values. insulation is used, verification Not Observable may need to occur during ❑ Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall ❑Complies [F0511 insulation installed per ❑Does Not manufacturer's instructions. ❑Nat Observable ❑Not Applicable 402.2.8 Conditioned basement wall ft _ft ❑Complies See the Envelope Assemblies [F0611 insulation depth of burial or ❑Does Not table for values. b„ distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed ❑Complies [FO11]2 to protect exposed exterior ❑Does Not insulation and extends a ❑Not Observable minimum of 6 in. below grade. ❑Not Applicable 403.8 Snow-and ice-melting system ❑Complies [FO12]2 controls installed. ❑Does Not U+ ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3Law Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 5 of 10 NORTHAMPTON MA.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable 4�- ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑Not Observable 402.5 ❑Not Applicable [FR211 ,Q 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable i ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.4 IC-rated recessed lighting fixtures EComplies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 405.2 All ducts in unconditioned spaces R- R- ❑Complies [FR25]1 or outside the building envelope ❑Does Not kk, are insulated to >_R-6. ❑Not Observable ❑Not Applicable 403.2.2 All joints and seams of air ducts, '❑Complies [FR13]1 air handlers, and filter boxes are ❑Does Not sealed. ❑Not Observable ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not * ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 °F or chilled fluids ❑Does Not below 55°F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.3.1 Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.4.2 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ❑Does Not [-]Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 6 of 10 NORTHAMPTON MA.rck Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 1 403.5 Automatic or gravity dampers are ❑Complies [FR1911 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 7 of 10 NORTHAMPTON MA.rck Section Plans Verified Field Verified # Insulation Inspection ValueValue Complies? Comments/Assumptions & Reci.ID� [— 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Nat Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood [] Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ MassNot Observable [IN3]1 exterior,the exterior insulation ❑ requirement applies (FR10). ❑ Steel [] Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑CamP lies [IN4]1 manufacturer's instructions. ❑Does Not ti 1 '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) =Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 8 of 10 NORTHAMPTON MA.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req IDT 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood [] Wood ❑Does Not table for values. 402.2.2, 402.2.6 ❑ Steel [] Steel ❑Not Observable [Fl1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffitn a d eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F117]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.2 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not J <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable occur during Framing Inspection. 403.2.2.1 Air handler leakage designated ❑Complies [F124]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.6 Heating and cooling equipment ❑Complies [F15]1 type and capacity as per plans. :❑Does Not ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed on forced air furnaces. ❑Does Not []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies [FI10]2 on heat pumps. "❑Does Not ❑Not Observable ❑Not Applicable 403.4.1 Circulating service hot water ❑Complies [F[11) :systems have automatic or ❑Does Not accessible manual controls. Not Observable ❑Not Applicable 403.5.1 All mechanical ventilation system ❑Complies [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Nat Observable ❑Not Applicable 404.1 75%of lamps in permanent ❑Comp lies [F16]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OSLAND ASSOCIATES 2 202 NORTH MAIN STREET Page 9 of 10 NORTHAMPTON MA.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value & Req.ID Complies? Comments/Assumptions 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI7]2 � ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 02/17/15 Data filename: C:\Users\Gilbert\Documents\REScheck�OS LAND ASSOCIATES 2 202 NORTH MAIN STREET Page 10 of 10 NORTHAMPTON MA.rck 2012 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 19.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.31 0.29 Door 0.29 0.28 CoolingHeating& Forced Hot Air 95 AFUE Cooling System: Water Heater: Name: Date: Comments i MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 202 North Main Street, Florence, MA 01062 Inquiry Made By: Joseph Aimua 413-222-1044 Date of Inquiry: 2/22/16 Number of Type of Single Family X Type of Private X Units: 1 Units : Ownership:O Apart. Comm. p: Condo Multi-family Rental (AnnlicanWfill_U the shovel Municipal Water Main in Existing service to Front of Location? Yes: X No: site? Yes: No Size of Water Main: 16" Material: Cast Iron Age: 1871 Approximate Static Street Flow Test Conducted: Yes: No: X Pressure: 70 psi If done attach results Size of Service Connection 34" Tee off service to #206 Suggested Meter Size: 5/8" meter Comments: The Water Department cannot guarantee adequate water pressure during peak demand times at elevations above 320 feet. • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water system. • Arrangements of such installation shall be made with the Northampton Water Department with a minimum of 5 working days notification. All worVshn 11 f to Northampton Water Department specifications. c Department of Public Works, Water Dept/Engineering Dept. Water Entry$200.00 Meter$ 130.00 Radio $ 135.00 cc: James Laurila, (Acting)Director Note: If this availability is for a new construction,it must be hand delivered to the Building Inspector. V'sin'b.1'%adniiri'TcnnitsyWater Appiication`:Water Availability.doc MUNICIPAL SEWER/AVAILABILITY APPLICATION o Northampton Streets Department 125 Locust Street Northampton, MA 01060 587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 202 N. Main Street, Florence, MA 01062 Date of Inquiry: 2/22/16 Joseph Aimua 413-222-1044 Reason for Request: New Construction Municipal Sewer Main in Front of Location: Yes ✓ No Municipal Storm Drain Available: 5 '/deep Yes No Size of Sewer Main: /c) Material: V. C Age:3 Depth of Sewer Main: 11(j �Is-- Length of Sewer Main: Size of Service Connection: (4j V cu,%n Type of Service Connection: Tie-in to Sanitary Main Tie-in to Sanitary Stub Comments: / Gr - c.y�U /-x,Y' LFAn Afvjt o-h A V City Requires 6" cleanout installed at City Property Line Note: If this availability is for new construction this form must be hand delivered to Building Inspector. A corresponding"sewer entrance fee"shall be paid priorto making any connection to the municipal sewer system.Arrangements of such installation shall be made with the Northampton Streets Department with a minimum of 5 working days notification. All work shall conform to Northampton Streets Department s tion �. ''� 4 _ John Hall Sewer Department cc: Ned Huntley, Director DPW ' Louis Hasbrouck, Building Commissioner V COMPANY PROJECT n/ {�ks 202N MAIN STREET NORTHAMPTON Wood V V OI ® B-1 FIRST FLOOR BEAM FIVE SPAN CONT SOPTWANf FOR WOOD DUMN 13_1 ABOVE BASEMENT.wwb Design Check Calculation Sheet Sizer 2004 LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Partial Area 10.00(10.38)* 0.00 21.00 No 2 Dead Partial Area 10.00(17.75)* 21.00 37.00 No 3 Dead Partial Area 10.00(11.75)* 37.00 42.00 No 4 Live Partial Area 40.00(10.38)* 0.00 21.00 Yes 5 Live Partial Area 40.00(17.75)* 21.00 37.00 Yes 6 Live Partial Area 40.00(11.75)* 37.00 42.00 Yes t 7 Dead Point 518 0.50 No r2�/ 8 Dead Point 1149 24.00 No 10 Dead Point 3165 42.00 No 'I `r 11 Live Point -186 0.50- Yes 12 Live Point -608 9.00 Yes l( 13 Live Point 2178 0.50 Yes 14 Live Point 6233 9.00 Yes 15 Live Point 11972 24.00 Yes 16 Live jPoint 2556 42.00 1 Yes *Tributary Width (ft) j R 1"' MAXIMUM REACTIONS(lbs) and BEARING LENGTHS(in) : ,_ --. '.'!y. e'�+i:.y�-.. 3c...'.^�S .?'"Farms.--Y'cy�t t.. �._ ti.. '_. .:• Ty_w.b+£':' =YYtH' t.,,.� "3M'%._e<E^-•`,N` ..:�y •.. 0' 8'-6" 17' 25'-6" 34' .�42'-6" Dead 887 1120 1244 1882 3333 Live 3525 10059 7008 17892 6913 4211 Total 4412 11180 8252 20476 8796 7544 Bearing: LC number 23 13 24 15 28 23 Length 1.1 2.5 1.7 4.8 1.9 1.9 Cb 1.00 1.15 1.22 1.08 1.20 1.00 LVL n-ply,2.2E,3400Fb, 1-3/4x9-1/2", 3-Plys Self Weight of 14.37 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations: ICC-IBC; This section FAILS tate design check /a' WARNING:This section violates the following design criteria:Shear; / SECTION vs. DESIGN CODE NDS-2001:(lbs,lbs-ft,or in) Criterion Analysis Value Design Value Analysis/rig- Shear nal sis/Shear fv = 439 Fv' = 285 _,,, fv,/Fv' Bending(+) fb = 1758 Fb' = 3649 fb,IFb' Bending(-) fb = 2013 Fb' = 3649 fb,✓Fb' = 0.55 Live Defl'n 0.12 = L/816 0.28 = L/360 0.49 fV Y � Total Defl'n 0.14 = L/704 0.43 = L/240 0.39 ts ADDITIONAL DATA: FACTORS: F CD CM Ct CL Cfu Cr Ci C. LC# 1. 1.00 Fb'+ 3400 1.00 - 1.00 1.000 1.03 - 1.09 1.00 - - 24 Fb'- 3400 1.00 - 1.00 1.000 1.03 - 1.04 1.00 - - 15 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 15 Fcp' 750 - - 1.00 - - - - 1.00 - E' 2.2 million - 1.00 - - - - 1.00 - - 23tC�l� �ll Bending(+) : LC#24 = D+L (pattern: _LL_L), M = 11567 lbs-ft Bending(-) : LC#15 = D+L (pattern: L LL ), M = 13250 lbs-ft Shear : LC#15 = D+L (pattern: L_LL_), V = 15300, V design = 14600 lbs Deflection: LC#23 = D+L (pattern: L_L_L) EI= 275.07e06 lb-in2/ply T Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) COMPANY PROJECT WoodWorks® 202 N MAIN STREET NORTHAMPTON B-1 FIRST FLOOR BEAM FIVE SPAN CONT rB_1 ABOVE BASEMENT.wwb In 9nIr Design Check Calculation Sheet Sizer 2004 LOADS: (lbs,psf,or plf) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Partial Area 10.00(10.38)* 0.00 21.00 No 2 Dead Partial Area 10.00(17.75)* 21.00 37.00 No 3 Dead Partial Area 10.00(11.75)* 37.00 42.00 No 4 Live Partial Area 40.00(10.38)* 0.00 21.00 Yes 5 Live Partial Area 40.00(17.75)* 21.00 37.00 Yes 6 Live Partial Area 90.00(11.75)* 37.00 42.00 Yes 7 Dead Point 518 0.50 No 8 Dead Point 1149 24.00 No 10 Dead Point 3165 42.00 No 11 Live Point -186 0.50 Yes 12 Live Point -608 9.00 Yes 13 Live Point 2178 0.50 Yes 14 Live Point 6233 9.00 Yes 15 Live Point 11972 24.00 Yes 16 Live Point 1 2556 42.00 1 Yes *Tributary Width (ft) MAXIMUM REACTIONS (lbs) and BEARING LENGTHS(in) : .t.._.ia. •..sem-"'-� -p - 0' 8'-6" 17' 25'-6" 34' 42'-6" Dead 919 1213 1323 2663 1975 3365 Live 3525 10059 7008 17892 6913 4211 Total 4444 11272 8331 20555 8888 7576 Bearing: LC number 23 13 24 15 28 23 Length 1.0 1.3 1.0 2.8 1.0 1.2 Cb 1.00 1.28 1.42 1.19 1.38 1.00 LVL n-ply, 2.2E, 3400Fb, 1-3/4x9-1/2", 5-Plys Self Weight of 23.96 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations: ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(lbs,Ibs-ft,or In) Criterion Anal sis Value Desicjn Value Analysis/Design Shear fv = 264 Fv' = 285 fv/Fv' = 0.93 Bending(+) fb = 1054 Fb' = 3649 fb/Fb' = 0.29 Bending(-) fb = 1213 Fb' = 3649 fb/Fb' = 0.33 Live Defl'n 0.07 = <L/999 0.28 = L/360 0.26 Total Defl'n 0.09 = <L/999 0.43 = L/240 0.21 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 3400 1.00 - 1.00 1.000 1.03 - 1.04 1.00 - - 24 Fb'- 3400 1.00 - 1.00 1.000 1.03 - 1.04 1.00 - - 15 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 15 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.2 million - 1.00 - - - - 1.00 - - 23 Bending(+) : LC#24 = D+L (pattern: LL L), M = 11562 lbs-ft Bending(-) : LC#15 = D+L (pattern: L LL ), M = 13305 lbs-ft Shear : LC#15 = D+L (pattern: L_LL_), V = 15341, V design = 14633 lbs Deflection: LC#23 = D+L (pattern: L_L_L) EI= 275.07e06 lb-int/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, -=no pattern load in this span) WoodWorks® Sizer SOFTWARE FOR WOOD DESIGN B_1 ABOVE BASEMENT.wbg WoodWorks®Sizer 2004 Mar.10,2016 20:40:44 Critical Results REACTION [lbs] Maximum. . . Uplift: 0 Bearing: 20476 912 11180 8252 796 7544 0476 0' 8'-6" 17' 25'-6" 34' 42'-6" SHEAR [lbs] +V max: 5176 -V max: -15300 V design: -19600 Load Combination #15: D+L (pattern: L_LL-) C� -14600 0' 8'-6" 17' 25,-6" 34' 42'-6" Design shear < maximum due to notching or loads ignored distan _ I'd" of support. BENDING [lbs-ftj +M max: 11567 Load Combination #24: D+L (pattern: LL L) -M max: -13250 11567 Load Combination #15: D+L (pattern: L LL ) 13250 0' 8'-6" 17' 25'-6" 34' 42'-6" DEFLECTION [in] Max Live: 0.12 Max Total: 0.14 Load Combination #23: D+L (pattern: L L L) 0. 6 0.07 0.05 .06 0.03 0.04 -0.03 - 3 - - — _ 6 -0.015 -0.04 .04 0.08 -0.07 - .07 -0.1 -0 2 0' 8'-6" 17' 21'-3" 25'-6" 34' 42'-6" COMPANY PROJECT WoodWorks® 202 N MAIN STREET NORTHAMPTON SECOND FLOOR BEAM.wwb SOMYARC COR WOOD MSIGN Design Check Calculation Sheet �. Sizer 2004 LOADS: (lbs,psf,or pif) Z� ' Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Partial Area 10.00(10.38)* 0.00 21.00 No 2 Dead Partial Area 10.00(17.75)* 21.00 37.00 No 3 Dead Partial Area 10.00(11.75)* 37.00 42.00 No 4 Live Partial Area 40.00(10.38)* 0.00 21.00 Yes 5 Live Partial Area 40.00(17.75)* 21.00 37.00 Yes 6 Dead Partial Area 40.00(11.75)* 137.00 42.00 No *Tributary Width (ft) i MAXIMUM REACTIONS (lbs)and BEARING LENGTHS (in) : '16 - 0' 9' 24' 42' Dead 518 1149 4129 3165 Live 2178 6233 11972 2556 Uplift 186 608 Total 2696 7382 16102 5721 Bearing: LC number 7 5 8 7 Length 1.0 1.0 2.7 1 1 Cb 1.00 1.36 1.19 1.00 LVL n-ply, 2.2E, 3400Fb, 1-3/4x11-7/8",4-Plys Self Weight of 23.96 pif automatically included in loads; Lateral support:top=full,bottom=at supports; Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NDS-2001:(lbs,lbs-ft,or In) Criterion Analysis Value Desi n Value Anal sis/D Shear fv = 154 Fv' = 7 5 /Fv' 05 Bending(+) fb = 1812 Fb' = 3539 ffvb/Fb' 0..51, Bending(-) fb = 1908 Fb' = 3539 fb/Fb' 0.54' Live Defl'n 0.42 = L/519 0.60 = L/360 0.69 Total Defl'n 0.68 = L/315 0.90 = L/240 0.7 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 3400 1.00 - 1.00 1.000 1.00 - 1.04 1.00 - - 7 Fb'- 3400 1.00 - 1.00 1.000 1.00 - 1.04 1.00 - - 8 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 8 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.2 million - 1.00 - - - - 1.00 - - 7 Bending(+) : LC# 7 = D+L (pattern: L_L), M = 24849 lbs-ft Bending(-) : LC# 8 = D+L (pattern: LL), M = 26165 lbs-ft Shear : LC# 8 = D+L (pattern: _LL), V = 9448, V design = 8555 lbs Deflection: LC# 7 = D+L (pattern: L_L) EI= 537.25e06 lb-in2/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) (Load Pattern: s=S/2, X=L+S or L+C, _=no pattern load in this span) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. COMPANY PROJECT WoodWorks202 N MAIN STREET NORTHAMPTON SECOND FLOOR BEAM 21 FET.wwb SOFTWARE FOR WOOD OESICAt Design Check Calculation Sheet Sizer 2004 LOADS: (lbs,psf,or pif) Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Point 1605 11.00 No 2 Live Point 2019 11.00 No 3 Dead Partial Area 10.00 (7.00)* 0.00 11.00 No 4 Live Partial Area 40.00 (7.00)* 0.00 11.00 No *Tributary Width (ft) MAXIMUM REACTIONS(lbs) and BEARING LENGTHS (in) : 0. 21' Dead 1597 1307 Live 3235 1864 Total 4832 3171 Bearing: LC number 2 2 Length 1.0 1.0 LVL n-ply, 2.2E, 3400Fb, 1-3/4x12-1/2",4-Plys Self Weight of 25.22 pif automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; SECTION vs. DESIGN CODE NOS-2001:(lbs,lbs-ft,or in) Criterion Analysis Value Design Value Analysis Desi n Shear fv = 76 Fv' = 285 fv/Fv = 0, 27 Bending(+) fb = 2004 Fb' = 3515 fb/F ' = 0.57 Live Defl'n 0.53 = L/474 0.70 = L/360 0.76 Total Def In 1.01 = L/248 1.05 = L/290 0.97 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 3400 1.00 - 1.00 1.000 0.99 - 1„04 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' ' 2.2 million - 1.00 - - - - 1.00 - - 2 Bending(+) : LC# 2 = D+L, M = 30445 lbs-ft Shear : LC# 2 = D+L, V = 4832, V design = 4450 lbs Deflection: LC# 2 = D+L EI= 626.62e06 lb-int/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3. Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. COMPANY PROJECT WoodWorks202 N MAIN STREET NORTHAMPTON SECOND FLOOR BEAM 175 FET.wwb SOf1WARE FOR W000 DESICM. Design Check Calculation Sheet Sizer 2004 LOADS: (lbs,psf,or pif Load Type Distribution Magnitude Location [ft] Pattern Start End Start End Load? 1 Dead Point 422 15.0 No 2 Live Point 1872 15.00 No MAXIMUM REACTIONS (lbs)and BEARING LENGTHS (in) : 0' 17'-6" Dead 113 414 Live 267 1605 i Total 380 2019 Bearing: LC number 2 Length 1.02 1.5 LVL n-ply, 2.2E, 3400Fb, 1-3/4x11-7/8", 1-ply Self Weight of 5.99 plf automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; nA SECTION vs. DESIGN CODE NDS-2001:(Ibs,Ibs-ft,or in) 6sin Criterion Anal sis ValueDesi n Value Anal sis/Shear fv = 145 Fv' = 285 fv/Fv'Bending(+) fb = 1467 Fb' = 3403 fb/Fb'Live Defl'n 0.28 = L/749 0.58 = L/360 Total Defl'n 0.41 = L/511 0.88 = L/240 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Ci Cn LC# Fb'+ 3400 1.00 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 Fv' 285 1.00 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - E' 2.2 million - 1.00 - - - - 1.00 - - 2 Bending(+) : LC# 2 = D+L, M = 5027 lbs-ft Shear : LC# 2 = D+L, V = 2019, V design = 2013 lbs Deflection: LC# 2 = D+L EI= 537.25e06 lb-in2 Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SCL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. COMPANY PROJECT o s� 202 N STREET NORTHAMPTON WoodWk SECONDD FLOOR BEAM 10 FET.wwb SGFTWARCM9 W000 n6S10V Design Check Calculation Sheet Sizer 2004 LOADS: {Ibs,psf,or plf} !� Load Type Distribution Magnitude Location [ft) Pattern Start End Start End Load? 1 Dead Full Area 10.00 (7.25)* No 2 Snow Full Area 40.00 (7.25)* No *Tributary Width (ft) MAXIMUM REACTIONS(lbs)and BEARING LENGTHS(in): 01 10, Dead 422 922 Live 1450 1450 Total 1872 1872 Bearing: LC number 2 2 Length 1.0 1.0 LVL n-ply,2.2E, 3400Fb, 1-314x11-718", 2-Plys Self Weight of 11.98 pif automatically included in loads; Lateral support:top=full,bottom=at supports;Load combinations:ICC-IBC; 112 SECTION vs.DESIGN CODE NDS-2001:(Ibs,lbs-ft,or in) Criterion Analysis Value Design Value Anal sis/D si n Shear fv = 54 Fv' = 328 fv Fv' 0.1 Bending(+) fb = 683 Fb' = 3914 fb/Fb' = 0.17 Live Defl'n 0.06 = <L/999 0.33 = L/360 0.18 Total Def.l'n 0.09 = <L/999 0.50 = L/240 0.1 ADDITIONAL DATA: FACTORS: F CD CM Ct CL Cv Cfu Cr Cfrt Ci Cn LC# Fb'+ 3400 1.15 - 1.00 1.000 1.00 - 1.00 1.00 - - 2 Fv' 285 1.15 - 1.00 - - - - 1.00 - 1.00 2 Fcp' 750 - - 1.00 - - - - 1.00 - - - E' 2.2 million - 1.00 - - - - 1.00 - - 2 Bending(+): LC# 2 = D+S, M = 4681 lbs-ft Shear : LC# 2 = D+S, V = 1872, V design = 1502 lbs Deflection: LC# 2 = D+S EI= 537.25e06 lb-int/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1.Please verify that the default deflection limits are appropriate for your application. 2.SGL-BEAMS(Structural Composite Lumber):the attached SCL selection is for preliminary design only.For final member design contact your local SCL manufacturer. 3.Size factors vary from one manufacturer to another for SCL materials.They can be changed in the database editor. 4.BUILT-UP SCL-BEAMS:contact manufacturer for connection details when loads are not applied equally to all plys. Joslad & Associates, P.C. 83 Superior Avenue Indian Orchard, MA O1151 Ph(413)222-1044. Fax (413) 786-4758 May 11, 2016 Mr. Chuck Miller Assistant Building Commissioner City Of Northampton 212 Main Street Northampton, MA 01060 Ref: 202 North Main Street,Northampton,MA 01060 Soil BearinLy Pressure Requirement i Dear Sir: Per you request regarding the allowable soil bearing pressure use for the foundation sizing for the above referenced proposed building, I am herby writing to let know that based on my observation of the soil profile at the proposed building location ( sand, gravel, silt, clay) during the construction of 206 North Main Street, the allowable soil bearing pressure is in the range of 2500 to 4000 psf. I A 2500 psf being use is more of a very conservative assumption. i Sincerely, Aimua, E. k C r k i i I r i r l SHALLOW FOUNDATIONS 17 Table 4.1.Presumptive allowable bearing pressures for spread footing foundations.(Modified after U.S.Depart- ment of the Navy,1982) Allowable Bearing Pressure (tsf) Type of Bearing Material Consistency in Place vralnary mange ecommen e< Ya.Lue ` for Use (;; •. � Massive crystalline Very hard, sound rock 60 to 100 80 igneous and metamorphic rock: graphite, diorite, basalt, gneiss, thoroughly cemented conglomerate (sound condition allows minor cracks) Foliated metamorphic rock: Hard sound rock 30 to 40 35 slate, schist (sound � I condition allows minor cracks) Sedimentary rock: hard cemented Hard sound rock 15 to 25 20 shales, siltstone, sandstone, limestone without cavities li Weathered or broken bedrock of Medium hard rock 8 to 12 10 I any kind exept highly argillaceous rock (shale) i Compaction shale or other Medium hard rock 8 to 12 10 highly argillaceous rock in sound condition I Well-graded mixture of fine- Very dense 8 to 12 10 I and coarse-grained soil: glacial till, hardpan, boulder clay (GW-GC, GC,SC) i Gravel, gravel-sand mixtures, Vary dense 6 to 20 7 boulder-gravel mixtures (GW,GF, Medium dense to dense 4 to 7 5 SW, SP) Loose 2 to 6 3 i j Coarse to medium sand, sand Very dense 4 to 6 4 t with little gravel. (SW,SP) Medium dense to 2 to 4 3 jdense Loose 1 to 3 1.5 i a Fine to medium sand, silty or Very dense 3 to 5 3 clayey medium to coarse sand Medium dense to 2 to 4 2.5 i (SW, SM, SC) dense k Loose 1 to 2 1.5 F Fine sand,'silty or clayey Very dense 3 to 5 3 medium to fine sand (SP,SM,SC) medium dense to 2 to 4 2.5 y dense t Loose 1 to 2 1.5 E • Homogeneous inorganic clay, 'sandy Very stiff to hard 3 to 6 4 or silty clay (CL,CH) Medium stiff to 1 to 3 2 stiff Soft 0.5 to 1 0,5 Inorganic silt, sandy or clayey Very stiff to hard 2 to 4 3 silt, varved silt-clay-fine sand Medium stiff to 1 to 3 1.5 p (ML,MH) stiff Soft 0.5 to 1 0,5 I IF Note: These values should be used With service (or unfactored) loads. F Soil Bearing Pressure 2500 PSF Locations Support Reaction (L Footing Area (SF) Design Area (SF) Footing Size(ft) 1 4444 1 .78 4 W 2 11272 4.51 4 M 3 8331 3.33 4 W 4 20555 8.22 9 3x3 5 8888 3.56 4 W 6 7576 3.03 4 W i E � JOSEPH E. AIMUA PROFSTRUCTUR y Na.400915 I { y OVAL i { 33) # i 1 IL Ll 97 a '92 ,Cr IN i 72 24 E E J3� - 1 ♦5 1 } f i b L- C-- .� i �7 3 L6 E 07 1 r � t7 nswns(ptf' Fa4telter. eX F1eT Est R CC u � SRF t YSBb Jew Sits momtto , y H a t�f YOU* .Header `4,foist E ...� t .; f 1%! & m tbs tbs ft xrn i �J Y tg 05 � t l_ . _... � .....,. ..«....... x i i4 1::....-- y 10 k l' � 1A (�yR^.�..�..w—«i..t }..,._ 3��' i X417Fv....... t a :a . .. .............. .. ... .. .. ., til" 2� ... 13,_ .w €kf �F,x °a '* '- y^� `# a ._,..._. a rt t3 1 s S 9 xT#'c'e6 i i 'aSy $]1r7 l E333�5 } Yl 2 7xIOd { 1.4811z4rmt" 1 v -"y"` 1'a x 14 eF1 fi # 7s 114* 13! ., t ...m ..« 215 LF"t 3 i E PG?3tti3 3d iYly ,awn.,. //yy {�a✓ +L J4� tV�N 4. 11 r Fa t 9 i m 1 r `a. ---»' d q Y 7 3 4 WR . x Lz« L^Y x ; ?t3 t STs l 1 d �47 ,i311 '.� 2Y i* 6F2 ' ...n 18 2'', t 2 46Y 4°s"7 i 1f�Y �u�7 14 `G k 9 4 fspxlt a w f; M Yx Tr $� 1 w , .._ ...tit LF231? s $}r = tg 1 Cr+. tt tib ` .fi f 3 � 05 •�° x ; J2 1 1 1 ik 13 J 3 a WE t � 47 1 1 4 YY F�d3 11g 2�"a a 105 25,45 Iv5 55 4 $ (}i 1 XI x I4 r X37 �. 6#7 e I.F 31` lh � � 2 1 ' i 148'0 �� Mn gt9 1r� � �'r a 1e p� 1. � 4t tall tl Chia 32,15 14 tt} 0.47 F_.. ., E 3T"I 1 Z` f 1t, (t 880 3 2✓ 353 I(Yj 2'25 1, 15 x c a ✓ i 3 id c 1#3 J 1iXt 4'C u �Q. � is ua . .rA F'354S ✓ 1d #f m i Q4d x119 X17 105 32' b �2a85 �: 1 t,F;614 18 31')a 13 «� 1�f1`C� i � Sx1er 1. 10d common nails may be used instead of the specified 16d nails at 0.83 of the tabulated value. 2.Uplift loads have been increased 15%for earthquake or wind loading with no further increase allowed.Reduce by 15%for standard term loading(Kp=1.00)such as in cantilever construction. 3.MIN nailing quantity and load values—fill all round holes;MAX nailing quantity and load values—fill all round and triangle holes. 4.D-Fir.L factored resistances can be used for most LVL.Verify with manufacturer prior to selecting hanger. 5.Web stiffeners are required when top flange isn't supported laterally by the hanger. 6.Web stiffeners are required when supporting double I-joists with flanges less than 15116"thick. 7.For 16-and 18-gauge,3 112" wide I-joist hangers,web stiffeners are required when the factored reaction is greater than 2330 tbs. (10.36 kN). 8.NAILS: 16d=0.162"dia.x 3112"long, 10d=0.148"dia.x 3" long,10dx1 112=0.148"dia,x 1 1/2"long.See other nail sizes and information(/products/connectors/nails.aso). Related Products 3/11/2016 Accepted Plumbing Products Online System by Massachusetts Board of Registration of Plumbers and Gas Fitters CHD35PT Continental _ Vented Gas Fireplaces Wotf Steel Ltd CHD4 9/4/2013 914/2016 G1-0913.76 E CHD40NT CONTINENTAL Trade Name: G3-0613- Vented Gas Fireplace Wolf Steel Ltd "CONTINENTAL 7/112009 6/5/2016 672 Trade Model: CHD40NT ,CONTINENTAL Trade Name: G3-0613- Vented Gas Fireplace iWolf Steel Ltd CONTINENTAL 7/112009 6/5!2016 ,672 Trade Model: CHD40PT CONTINENTAL VENTED GAS FIREPLACE Wolf Steel Ltd CHD46 ;8/4/2010 7/2/2017 !,G3 0714- 469 CN VON ED GAS FIREPLACE 'Wolf Slee(Ltd CHDX40 _..__. .8/4/2010 =7/2/2017 G3.0714 469 'Continental Vented Gas Fireplace Wolf Steel.Ltd Ltd CHDX 7/1/2015 7/112018 5I-0715- CONTINENTAL VENTED GAS FIREPLACE MolfSteel Ltd 'CHLD45 18/4/2010 #7/2/2017 G3-0714- 1469 Continental Vented Gas Fireplaces Wolf Steel Ltd CLHD62N/P '12/5/2012 11/4/20181' 691115 Continental Freestanding gas stove, 0-N b0 ,CS vented in natural or Wolf Steel Ltd CS CS 60 12/1/1999 1/6/2019 G3-0116- :230 propane gas B-Vent Gas Stove,Natural iWolfSteelLtd CS280-N, 411/1999 11/4/2018 13-1115- or Propane Gas C5280P CVF36N�..-- CVF36P Continental Trade Name: Gas fired room heaters Wolf Steel Ltd Continental 5/4/2005 �Ii/412018 G63-1115- Trade Model: CVF36N CVF36P CVF40QN CVF400P Continental Trade Name: Gas fired room heaters Wolf Steel Ltd 'Continental "5/4/2005 11/4/2018,G3-1115- 3- G3-t 1 i 5• 169 Trade Model: CVF400N CVF400P CVF42N CVF42P Continental Trade Nome. 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CVF42P CVF5600Pd CVF5600P ContinentalTrade Name: G3 1115 Gas fired room heaters Wolf Steel Ltd Continental x5/4/2005 =11/4/2018 G3- Trade Model: CVF5600N CVF5600P 'Continental =G1 Q515- Vented Gas Fireplace Wolf Steel Ltd CX36 5!5/2015 5/612078 -GI- 498 Napoleon Vented Gas Fireplace Wolf Steel Ltd B30 5/6/2015 5/6/2018G1-0515• '498 Napoleon Vented Gas Fireplace Wolf Steel Ltd B35 :7/2/2014 <7/2/2017 P1-0714- 559 ,Napoleon Gas Vented Gas Fireplace Wolf Steel Ltd Bab 516/2015 ,5/6/2018 , Vented Gas Fireplace Wolf Steel Ltd B42 712/2014 '7/2/2017 -Pi-0714- http:/Bicense.reg.state,ma.us/pubLicipljxoducts/pb search.asp?type=G&manufacturer=Wolf°/a2OSteel%2OLtd&model=&product=&description=&psize=50&pa.". 2/4 City of Northampton Mail - Re: 202 North Main Street- Revised Sheet... https://mail.google.com/mail/u/0/?ui=2&ik=3921 Iafc3d&view=pt&se... f0114- i City of t 'Nmtha Wfan Charles Miller<cmiller@northamptonma.gov> Re: 202 North Main Street - Revised Sheet S-1 to S-5 1 message joseph aimua <aimua@hotmail.com> Tue, Mar 15, 2016 at 9:02 AM To: Charles Miller <cmiller@northamptonma.gov> Dear Sir: Attached air - • Sheet S-1 to S-5 of the drawings reflecting the corrected Item per your request at outlined during last week on my visit to your Office. • The MASS listing for the Fireplace as an acceptable unit. • Design calculation for the 2.5 feet overhanging support for the fireplace. Thanks, Joe Aimua From: Charles Miller<cmiller@northamptonma.gov> Sent: Friday, March 11, 20164:06 PM To:joseph aimua Subject: Re: 202 North Main Street Hi, Sheet S-1 shows #6 bars at 2' OC if this is not being done remove it from the print. The rafters are not specified at 2 x 10 12" OC but the ceiling joist are 2 x 8 16" OC which will then require rafters per R802.3.1 The detail I want on the front porch connection is a blow up of how the materials interact at that intersection. soil, concrete, flashing, sill, band, siding The fireplace alcove framing is fine, but what supports it? Have you found the MA approvals for the fireplace? Draw the walls into the basement plan so they are shown. How will the thermal envelope be detailed where the base stair exits? Getting Closer Thanks, Chuck Miller 1 of 3 3/15/2016 1:32 PM City of Northampton Mail- Re: 202 North Main Street-Revised Sheet... https://mail.google.com/mail/u/0/?ui=2&ik=3921lafc3d&view=pt&se... On Fri, Mar 11, 2016 at 9:53 AM, joseph aimua <aimua@hotmaii.com> wrote: Good morning Sir: Attached is the revised plan and response to your comments. Thanks, Joe Aimua From:Charles Miller<cmiller@northamptonma.gov> Sent:Wednesday, March 9, 2016 7:27 PM To:joseph aimua Subject: 202 North Main Street Hi, The framing at the fireplace is unacceptable unless you can show me how the code would allow it. The detail I want for the porch house connection is the details of how the two meet and what protects the wood structure. Recap: The fireplace does not appear to be MA approved I don't find the calc sheets for B-7 header over the window holding up the 2nd floor The main house rafters are under sized The soils require a letter or the bearing needs to be adjusted. The basement floor plan doesn't match the HERS rating input. get it corrected to match this structure. Basement must be framed at the same time as the balance of the house. Fire blocking is required at the top of the wall and every 10' horizontally a vertical fire stop. R302.11 I don't see the roof framing for the basement stair entry Sheet A-2 still shows a 10" reinforced concrete wall Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg 2 of 3 3/15/2016 1:32 PM City of Northampton Mail - Re: 202 North Main Street- Revised Sheet... https://mail.coogle.com/mail/u/0/?ui=2&ik=3921lafc3d&view=pt&se... Chuck Miller Assistant Building Commissioner City of Northampton Town of Williamsburg 3 attachments CORRECTED SHEET S_1 TO SHEET S_5.pdf 610K MASS Listin_Napoleon Vented Gas Fireplace B36.pdf 446K FIREPLAE JOIST OVERHANGING DESIGN.pdf 2680K 3 of 3 3/15/2016 1:32 PM City of Northampton Massachusetts DEPARTMENT OF BUILDING INSPECTIONS a x, 212 Main Street • Municipal Building u¢ Northampton, MA 01060 INSPECTOR Joseph Aimua March 17, 2016 83 Superior Avenue Indian Orchard, MA 01151 Subject Location: 202 North Main Street, Florence MA Map Block: 16D-004 Mr.Aimua, Your building permit application with plans dated 2-6-2016 has been approved as drawn, noted and per this memo.All work must meet all applicable codes whether noted or not included within this memo. Please follow up on the following items: These items will need to be accomplished as the project moves forward and before rough inspections; 1. The face of the garage requires a PFG per R602.10.3.4 (size beam length accordingly) 2. Fire stopping throughout per R302.11 (see basement suggestion) 3. A tempered glazing in required behind the master tub per R308.4 4. All work must be ready for inspection at one time./footings,foundation, rough with air sealing after mechanical, insulation, final after mechanicals including fire.Additional inspections as required. 5. Corrected HERS initial and final ratings, duct blast results, and a signed Thermal Bypass Checklist. 6. Smoke, Heat and CO detectors throughout the structure to current building codes. 7. An emergency escape window is required within every bedroom, basement and walk-in attic. 8. An air barrier is required between the tub and the wall cavity. 9. If permeable insulation is used air sealing and an air sealing inspection is required at the exterior and interior skins. Typically the sheathing and drywall. Note:The 2012 IECC with MA amendments is the non-stretch energy code and the 91h Edition Building Code and new Stretch Code are expected to begin in July of 2016. As of August 4th 2011 the 81h Edition MA code is the 2009 IRC with MA amendments. In the following are some generic requirements which seem to be problematic. This is not intended to be comprehensive, nor is it a substitute for purchasing and reading the MA codes. Read only international codes are available on line at http://publicecodes.cyberregs.com/icod/one must also consider the MA amendments to these codes which can be found at www.mass.govZdps/bbrs . The current relevant building codes are: 2009 IBC, 2009 IEBC, 2009 IMC, 2009 IRC, 2009 or 2012 IECC,AA115, MA amendments. 1. Structures shall conform to 780 CMR 81h Edition 1 and 2 family building codes with MA amendments. 2. Grading plan for structures being constructed required. 780 CMR R401.3 for drainage requirements. 3. A basement drainage system is required in all basements 780 CMR R405.2.3. except those in group I soils (table R405.1) 4. Foundations that retain earth and enclose interior space require damp proofing 780 CMR R406.1. or if high water table or severe soils waterproofing 780 CMR R406.2. 5. Through wall form ties must be removed from both faces and patched with hydraulic cement. 780 CMR R406.2 of amendments. 6. Foundation anchor bolts must be %z" and be embedded a minimum of 7" into the concrete. 10" bolts! 780 CMR R403.1.6 7. CMU foundations require 3/8" parging before damp proofing. 780 CMR R406.1 see exceptions. 8. Emergency escape is required out of every basement whether habitable or not, each bedroom and walk- in attics. 780 CMR R310.1 9. Crawl spaces can be treated in three different ways,vented (poor idea), exhausted (similar to exhaust only systems), or treating the space with supply and return. See 780 CMR R408 10. Ceiling joist are intended to prevent spread, once raised above the wall plate they become rafters ties and may require up sizing of rafters and increased nailing for example with a 4"slope 8-16nd common are required at each connection. 780 CMR R802.3.1. When there is neither of these a structural ridge is required with a load path to the foundation. 11. Steel straps over the ridge or 1x4 minimum collar ties are required 4'OC in the upper 1/3rd780 CMR R802.3.1 12. Ridge boards must be the full depth of the cut. 780 CMR R802.3. 13. A complete window and header schedule is required. 780 CMR Table R502.5 for header sizing and number of jack studs required. 14. Wood walls shall be capped with double plates to provide overlapping at corners and intersecting walls with bearing partitions,joints staggered 2' minimum. 780 CMR R602.3.2 a. Exception: A single plate may be used or plates may be excluded over lintels provided the plates/lintels are adequately connected by a 3"x 6" plate .036 galvanized steel nailed to each segment with 6-8d nails 15. All framing materials which are not code prescriptive must have stamped engineering. a. LVLs b. 1-joist and or Floor Truss c. Roof truss 16. All I-Joist need to be protected from fire with %2 drywall or 5/8 wood structural panel. (R501.3) 17. A braced wall plan identifying appropriate braced wall areas where required (R301.1) and braced wall method being used. 780 CMR 602.10. a. Garage corners and large corner window/door layout may require special solutions. b. All corners must be appropriately attached to the foundation. c. When using PFH (R602.10.3.3) or PFG (R602.10.3.4)the nailing requirement is 4" and 3" respectively using 8d common nails or galvanized box nails. PNEUMATIC nails must be full headed with the temper and shank sizing meeting the strict code requirement. 18. When nailing sheathing make sure your pneumatic nailers' pressure is properly set. Nails set too deep perforate the sheathing weakening it and contribute to building damage in high wind events. 19. Ceiling heights minimum 7'for habitable spaces, 6'8" for bathrooms includes tub/shower area if a shower head is used, 6'8" for basements, 6'4" at beams/ducts. 780 CMR R305.1. MA amended 20. Hazardous glazing locations, within 24" of a door, or within 60"of a stair, or across from hot tubs,spas, bathtubs within 60" if not 60" above the walking surface, and other locations. 780 CMR R308.4 21. Windows over 72" above grade with the opening less than 24 above the finished floor shall meet the 4" sphere rule. Order restrictors. 780 CMR R612.2 22. Egress and emergency escape requirements shall be strictly met. a. Basements, habitable attics, and all sleeping rooms require emergency escape. 780 CMR R310 b. Windows within 44" of floor, DH 3.3 sqft min window size, Casement 20"x41" exception 5 sqft at 1St floor. Minimum clear opening 20"x24" or 24"x20". 780 CMR R310.1.1 c. Two doors remote as possible at the normal level of travel, opening measured from the face of the slab to the stop with door at 90 degrees, one 32" and one 28" minimum 78" high. 780 CMR R311.2 d. Landing at each door 36" out and the width of the door minimum 36", maximum step 7%"from the top of the threshold and only in-swinging doors. 780 CMR R311.3 23. Stairs have critical standards, make sure you know the floor finishes when planning. Minimum tread 9", maximum riser 8%", maximum overall variance for the run is 3/8",4" sphere rule on risers except where the total rise is 30" or less 780 CMR R311.7.4.3 Exception,4 3/8" on balustrade, 6" in the triangle. Graspable rail 1%" minimum and 2" maximum rail, height minimum 34" maximum 38", required for 4 or more risers. Landing to landing constitutes a new run. Minimum 6'8" ceiling height from nosing. Rails must be continuous and returned to the wall if not to newel post. 780 CMR R311.7. 24. Guards 36" minimum height above walking surface, a bench is a walking surface, required for more than 30" above floor or grade within 36",4"sphere rule. 780 CMR R312.1. 25. Floor joist systems that are not equal to 1%" nominal dimension must be covered with %2" drywall or 5/8"wood structural panel or equivalent with some exceptions. 780 CMR R501.3 26. Educate the plumber and electrician about maximum notch and hole sizes, and placement. 780 CMR R502.8 and R602.6. In bearing studs holes not larger than 40%of a stud no closer than 5/8 to the edge, In interior non-bearing studs holes not larger than 60%of a stud no closer than 5/8 to the edge, or holes in joist are a maximum 1/3 the depth not closer than 2" from the top or bottom or to any other hole. Notches are different. 27. Drilling or notching of more than 50%of the wall plate width of an exterior wall or load bearing partition requires a 16 GA 1 %" strap across the area and 6" beyond each side with 8- 10nd nails. 780 CMR R602.6.1 28. Where dryer ducts penetrate the wall they must be sealed with fire caulk. 780 CMR M504.2 29. Dryer ducts must terminate outside of the building, have a backdraft damper, cannot include a screen, and require 3'clearance from windows. 780 CMR M504.4 30. Dryer duct transition is limited to 8' of aluminum flex, must be exposed, and the proper UL listing. 780 CMR M504.6.3 31. Dryer duct maximum equivalent length is 35' less 5' per 901 elbow or per manufacturer's specs. 780 CMR M502.6.4, no screwed connections use foil tape appropriate for the use. 32. Dryer ducts when concealed must have a permanent label or tag within 6'of the duct connection 780 CMR M502.6.5 33. Makeup air is required for dryers exhausting more than 200 CFM. 780 CMR M504.5 34. Makeup air is required for any exhaust hood over 400 CFM. 780 CMR M505.2 35. Fireplaces require all combustion air be provided from the exterior and below the firebox, duct work maintaining 1" clearance for 5'from the duct outlet for all fireplaces and airtight doors. 2009 IECC 402.4.3 36. Fire and draft stopping shall be completed before rough inspection.Typical locations, top (ceiling) and bottom (floor) plates, soffits, and every 10'within enclosed cavities. 780 CMR R302. 37. Ignition barriers are required over all thermal plastics and must be in place before final. 780 CMR R316. 38. Dwelling/Garage fire separation. An attached garage (within 3'of main structure) is required to have%" drywall on the garage side of the separation wall and if there is a finished space above the garage all walls must have%" drywall and the ceiling 5/8" drywall. 780 CMR R302.6 39. Energy aspects shall comply with the stretch energy code. 780 CMR Appendix 115AA or 2009 IECC. a. An initial HERS evaluation is required including insulation levels anticipated. b. A final HERS evaluation confirming code requirements have been met including duct testing. c. A signed copy of the Thermal Bypass Checklist. d. Energy information including mechanical equipment posted on the electric panel. e. Remodeling and Additions can be completed in accordance with IECC 2009 with Energy Star Windows and the Thermal Bypass Checklist. Duct blast testing when practicable. f. All band joist insulation must be enclosed within an airtight cavity, which you must create. 40. Vapor retarders.Although these are still in the code have exceptions, one must understand that there is a difference between a vapor retarder or barrier and an air barrier.An air barrier is intended to stop air flow(convection) a vapor retarder or barrier is intended to stop molecular moisture transfer(diffusion). A vapor retarder or barrier is effective even if there are some holes or gaps, however an air barrier has to be absolute and complete. If air can leak through an electrical device or through a crack it follows the path of least resistance and carries 99%of the moisture in a structure.This is evident every time one exposes fiberglass insulation and finds black insulation, which has filtered dirt out of the air moving through the insulation. 780 CMR R601.2 for vapor retarders and Table N1102.4.2 for air sealing requirements. 41. Unvented attic assemblies. Hot roofs are allowed, but have specific requirements 780 CMR R806.4. 42. Deck ledgers and post must be appropriately attached, bolts or lags. 780 CMR R502.2.2.1 Note:ThruLoks are engineered for post attachment supporting a railing. Lateral attachment is required for each deck per section 502.2.2.3. 43. Smoke and CO detectors as required. 780 CMR R314 and R315. a. Smokes in each bedroom,within 10'of a bedroom door, and at the bottom of a stair leading to a finished floor above. b. CO within 10' of bedroom doors,at each level, for every 1500 sqft, (plumbing code in the mechanical room) Except if there are no fossil burning fuels or attached garage. c. Heat detector in attached garage, and other large unfinished unconditioned spaces. 44. Closets beneath stair which have doors must be drywalled with %". 780 CMR R302.7 45. If there is mechanical equipment or a combustible roof, 30 sqft of space, and 30" measured from top of ceiling joist to bottom of rafters an attic access of minimum RO of 22"x 30" is required to be located in an accessible place. It must be insulated equal to surrounding,gasketed, and secured in place. 46. Clearances above gas stoves and cook tops burners is 24" to non-combustible or 30" to combustibles. Relevant items must be submitted to the building department for approvals before inspections and or Certificates of Occupancy can be issued. Feel free to call if you have any questions. My telephone number is 587-1240 and office hours are Monday through Friday,8:30 am to 4:30 pm, excepting we close for walk-ins at 12:00 noon on Wednesdays. My email address is: cmiller0-northamptonma qov Thank you for your cooperation on t atters. Chuck Miller City of Northampton Assistant Commissioner and Zoning Enforcement INSTALLER: LEAVE THIS MANUAL WITH THE APPLIANCE. CONSUMER: RETAIN THIS MANUAL FOR FUTURE REFERENCE. NEVER LEAVE CHILDREN OR OTHER AT RISK INDIVIDUALS ALONE WITH THE APPLIANCE INSTALLATION AND (NAPOLEON OPERATING CONFORMS TO AMERICAN NATIONAL STANDARDS:ANSI Z21.50,CERTIFIED TO CANADIAN CSA 2.22 FOR VENTED GAS FIREPLACES. BGD36CFNTR & CERTIFIED FOR CANADAAND UNITED STATES USING ANSI/CSA METHODS. BG D36 C F N T RE SAFETY INFORMATION NATURAL GAS MODEL BGD36CFPTR & If the information in these instructions BGD36CFPTRE are not followed exactly, a fire or PROPANE GAS MODEL explosion may result causing property damage, personal injury or loss of life. -Do not store or use gasoline or other flammable vapors and liquids in the vicinity of this or any other appliance. -WHAT TO DO IF YOU SMELL GAS: • Do not try to light any appliance. SAFE • Do not touch any electrical switch; do not use @q any phone in your building. RRIE R • Immediately call your gas supplier from a neighbour's phone. Follow the gas supplier's - instructions. • If you cannot reach your gas supplier, call the fire department. -Installation and service must be performed by a qualified installer, service agency or the supplier. 111113 Lei M1 0 This appliance may be installed in an aftermarket, M M permanently located, manufactured home(USA HOT GLASS WILL CAUSE only)or mobile home,where not prohibited by BURNS. local codes. DO NOT TOUCH GLASS UNTIL COOLED. This appliance is only for use with the type of gas If indicated on the rating plate. This appliance is NEVER ALLOW CHILDREN TO not convertible for use with other gases, unless a TOUCH GLASS. certified kit is used. A barrier designed to reduce the risk of burns from Decorative Product: Not for use as a heating appliance. the hot viewing glass is provided with this appliance — and shall be installed for the protection of children and other at-risk individuals. o�g f f Quality System Certified 7o CON US BARRIER PBA �� ASO wN.. �`Yr eo❑i 2❑oa Intertek Wolf Steel Ltd., 24 Napoleon Rd. Barrie, ON, L4M OG8 Canada 103 Miller Drive, Crittenden, Kentucky, USA, 41030 • - 1 (705)722-6031 .• -• -• _ - • - • .•• -• • •• • $10.00 1.28E W415-1345/B/10.22.15 14 3.4 MINIMUM AIR TERMINAL LOCATION CLEARANCES COVERED BALCONY APPLICATIONS tt* N Q S R G P ,741 �• ; QMiN=3 feet RMAX=2 x QACTUAL RMAx s 15 feet \ \ (0.9m) (4.6m) INSTALLATIONS CANADA U.S.A. A 12"(305mm) 12"(305mm) Clearance above grade,veranda porch,deck or balcony. B 12"(305mm)° (229, Clearance to windows or doors that open. C 12"(305mm)* 12"(305mm)* Clearance to permanently closed windows. 18" Vertical clearance to ventilated soffits located above the terminal within a horizontal distance of 2' D (457mm)** 18"(457mm)** (0.6m)from the center line of the terminal. E 12"(305mm)** 12"(305mm)** Clearance to unventilated soffit. F 0"(Omm) 0"(Omm) Clearance to an outside corner wall. 0"(Omm)*** 0" Clearance to an inside non-combustible comer wall or protruding non-combustible obstructions(chimney, (Omm)*** etc.). G 2" Clearance to an inside combustible comer wall or protruding combustible obstructions(vent chase, (51mm)*** etc.). H 3'(0.9m) 3'(0.9m)**** Clearance to each side of the center line extended above the meter/regulator assembly to a maximum vertical distance of 15'(4.6m). 1 3'(0.9m) 3'(0.9m)**** Clearance to a service regulator vent outlet. J 12"(305mm) 9"(229mm) Clearance to a non-mechanical air supply inlet to the building or a combustion air inlet to any other appliance. K 6'(1.8m) 3'(0.9m)t Clearance to a mechanical air supply inlet. L 7'(2.1 m)$ 7'(2.1 m)**** Clearance above a paved sidewalk or paved driveway located on public property. M (305mm)tt (305mm)**** Clearance under a veranda,porch or deck. N 16"(406mm) 16"(406mm) Clearance above the roof. O 2'(0.6m)t* 2'(0.6m)t* Clearance from an adjacent wall including neighbouring buildings. P 8'(2.4m) 8'(2.4m) Roof must be non-combustible without openings. Q 3'(0.9m) 3'(0.9m) See chart for wider wall dimensions. R 6'(1.8m) 6'(1.8m) See chart for deeper wall dimensions.The terminal shall not be installed on any wall that has an opening between the terminal and the open side of the structure. S 12"(305mm) 1 12"(305mm) Clearance under a covered balcony A The terminal shall not be located less than 6 feet under a window that opens on a horizontal plane in a structure with three walls and a roof. " Recommended to prevent condensation on windows and thermal breakage It is recommended to use a heat shield and to maximize the distance to vinyl clad soffits_ """ The periscope requires a minimum 18 inches clearance from an inside comer. This is a recommended distance.For additional requirements check local codes. t 3 feet above if within 10 feet horizontally. # A vent shall not terminate where it may cause hazardous frost or ice accumulations on adjacent property surfaces. ft Permitted only if the veranda,porch,or deck is fully open on a minimum of two sides beneath the floor. t* Recommended to prevent recirculation of exhaust products.For additional requirements check local codes. tt* Permitted only if the balcony is fully open on a minimum of one side. NOTE: Clearances are in accordance with local installation codes and the requirements of the gas supplier. 12.1 D W415-1345/B/10.22.15 202 North Main Street Northampton—Response to Building Department Comments March 8, 2016 1. Beam calc sheet B-6 doesn't match sheet S-3 detailing. B-6 notation removed. Plan by kJoist Company Beam and Joist sizing and listing will be use. 2. Sheet S-2 and S-3 indicate 1-joist, if so manufactures I- kjoist and beam layout by 10joist Company is joist layout is required. included with the plan. 3. Sheet S-2 wall section shows 2 x 10 band not consistent Corrected to RIM JOIST PER JOIST with item 2 above. COMPANY 4. It does not appear that beam B-1 was designed with A conservative design using the second floor consideration of the point loading from beam B-7 or the dead and live load full floor as being carried by 2nd floor ceiling loading per the double 2 x 10 ceiling the beam in addition to the regular first floor beam? loading. Again Beam sizing by Joist Company will be use. 5. Footing supporting the main beam loading appears to be Footing has been revised using 3000 psf soil under sized assuming 2000 lbs soil bearing allowed per bearing capacity. Soil in the area is sqft. sandy/gravel etc. The basement footing sheet has been updated. 6. A window header needs to be designed for the north end Window header design provided.CQla-Z of beam B-7. r 7. A beam needs to be selected for the front porch support Provided and noted on sheet S-2 8. The front porch framing sizing is not specified on the Provided and noted on sheet S-2 plan. 9. The front of the garage requires a PFG per R602.10.3.4 Will provide prior inspection. . this requires inspection before being covered with house wrap or other materials. Framing details need to be followed exactly. 10. The rear deck pier sonotubes need to be 12" minimum Though the 10" tube is adequate for 3000 psf assuming 2000 lbs soil bearing per sqft. soil bearing capacity, a 12" tube will be provided per your request. 11. Sheet S-2 shows 6/12 and an 8/12 slope? Slope correct to 6/12 on S-2. 12. Rafter sizing does not meet the structural code Rafter is sized to reflectx10 requirements. 13 Ridge boards must be full depth. Will comply. An air barrier is required behind the metal fireplace. 14. Rafter and ceiling joist connections must be per Table Will comply. R802.5.1 (9) 15. A detail is needed for the fireplace bump out including Detail provided on sheet S-4 G_W ia siding and supporting members. 16. Specification and installation manual are required on the Provided and included with the plan. - fireplace that will be installed. 1904- 17. An air barrier is required behind the metal fireplace. Will comply. 18. A detail is needed to show the intersection of the 1S floor Detail provided on sheet S-2 � tle�r framing and the concrete porch. 19. An emergency escape window is required within every At least one window in the bedroom will meet bedroom. egress requirement. 20. An air barrier is required between the tubs or showers Will comply. and the wall cavity before they are installed. 21. If permeable insulation is used air sealing and an air Will comply. sealing inspection is required at the exterior and interior skins. Typically the sheathing and drywall. 22. An attic hatch is required and cannot be in a closet Indicated in the laundry room of the plan of (except a large walk-in closet). second floor. 23. The window above the 2 nd floor tub must be tempered. Window removed. Plan updated to reflect the Other hazardous locations must be tempered. window removal. 24. HERS documentation is not consistence with the plan set Will comply. Sheet A-1 of the plan shows the no basement walls are shown except in section on sheet 2x6 for insulation for the basement wall.. S-2. a202 North Main Street Northampton — Response to Building Department Comments March 11 , 2016 1• The framing at the fireplace is unacceptable unless you can show More Detail provided on sheet S-4 me how the code would allow it. 2. The detail I want for the porch house connection is the details of More Detail provided on sheet S-2 how the two meet and what protects the wood structure. 3. The fireplace does not appear to be MA approved MASS Approve No. P1-0714-559 Expires 7/2/2017 4. I don't find the calc sheets for B-7 header over the window A complete beam design and listing have be holding up the 2nd floor. added and updated. 5 The main house rafters are under sized Rafter update and correction to 2x10 @ 12" O.C. 6. The soils require a letter or the bearing needs to be adjusted. A signed stamped letter provided for 3000 psf soil bearing capacity justification for the footing sizing. 7• The basement floor plan doesn't match the HERS rating input. Update for the HERS rating to reflect basement get it corrected to match this structure. plan will be provided. The rater is on vacation, will be in by next Monday. 8. Basement must be framed at the same time as the balance of the Will comply. house. Fire blocking is required at the top of the wall and every 10' horizontally a vertical fire stop. R302.11 9• I don't see the roof framing for the basement stair entry Roof framing for basement stair entry included with roof plan- sheet S-4 10. Sheet A-2 still shows a 10" reinforced concrete wall Section detail changed to 8" per plan 11• Second floor beam over the window has not been addressed. 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Main Street PLOT PLAN �-► c�m o 83 Superior Avenue (LOT A-1 & A-2) Ln Indian Orchard, MA 01151 LOT A 8C B `o C) HEIGHT VARIES 18' - 24' CONICAL SECTION U) 1rn z S X Z c r rn rl -, (! 70 tj OUTLET 3 -o J00-091 D r r z LLt 30bd 2866 X1008 isnal 0NIAll 0111TV9 rn � I VNdla (INV 8313d C m I / 1 li.W jo poq pla a q, 6u0/0 ----�" ,O6 Nco O v rn LT m v (0 �V / C0 / ZE 6Z'Z8 M„60,2P. JN 1 ,ZZ'Sf l A,60,2't7.ZZN 1 ----- Al NO 3sano 311----- -------90'L6i-----Ar7ND-- MTTTU'T HT1----- ----- 4-- X00-09 oD� � •�'S �ZZL`SZ ='d3�ld pyo TS �LkL 6 t -d3dd t —b 1308dd c �\ N 13'0 d Z 101 17' t 10 �ti •! co rn #202 00 6) Lkk 30dd L0kt X1008 ONS31 31il3N — i Q, U) O = c o fY Cn rTl 1 Nom . 0 RO 0: : i 3 D m _ 09.62 - _ 3.�cz - — ____J9--- — -- - ----- 13381S NIVN � H180N -`:�'l ------------------ -__-------- --- aw--1 M35 '15IX3 �r.15 /'1 N DRAWINGS PROVIDED BY: PROTECT LOCATION SHEET TITLE: NO. DESCRIPTION BYDATE JLn > ......._.._................ -1 )oslad & Associates, P.C. 202 AND 206 N. Main Street PLOT PLAN E--► 4'fIp -1 83 Superior Avenue (LOT A-1 & A-2) LOT A & B o Indian Orchard, MA 01151 Z--�AoozoolzAez- r " i X12 a 6'0e-\ 2' X 6' TREATED SILL PLATE 1/2' ANCHOR BOLTS 6' O.C. X a 1 5 1 9 ' .......................................................::: .. .................................................................................................................... 8 FULL C❑NCRETE S 1/2' R-21 WALL INSULATIONtTYP> LVL BEAM S 2X6 a 16.0:C,tTYP> ........... LVL ELEVATION t > BASEMENT WALL NTS SECTION A MICROLAM BEAM SPLICE LOCATION LL NTS G SUPPORT AT 25.5' SHEAR z r STIFFENER I << , F- Z I ------------------------------------ ---------------------- ai ------------- --------- -------- I Q Z — I I Q 1 1 L------ z I CL LL O 1z w I f 2X6 STUD ! 16' O.C. � I I I 1 I o o I f,-y • I I I i 4' DIA. 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VAP❑R BARRIER LL INSULATION INSTALLED PRIORI 2X10 ROOF 2 X 6 BOTTOM P 1/2' DRYWALL SIDING RAFTER @ 12'0.C.(TYP f- 3/4' T & G PLYWOOD FLO G 11-3/4' I-JOIST @ 16'OC 2X10 BEAM HANGER Z RIM JOISTPER JOIST COMPANY CONNECTION RIM JOIST INSULATION1/2' EXTERIOR SHEATHING Q 4' LAP SIDING 2X8 CEILING J ST@12' E HOUSE WRAP (BUILDING 5/8 ' S.R.W/ . @ CLG. PAPER) i/2' EXTERIOR SHEATHING 2X4 STUD @ 16' . DOUBLE 2' X 6' TOP 2X8 @ 16'0,C,(TYP) BED ROOM 1/2' S,R W/V.B. 6' WALL STUDS 16. O.C. SA 2A' IVALL INSULATION m BATH ROOM BED ROOM N <rvV9 j 2' X 6' BOTTOM P 1/2' DRYWALL + 3/4' T & G PLYWOOD FLO G 2X12 J❑IST @ 16.00 2 SDS 1/4'X6.5' PIN AT 4 1-3/4' X 1 7 3/4' T&G 8' INTERVAL LVL BEAM m Q RIM JOIST INSULAT ` v 1/2' EXTERIOR SHEATHING < E JOIST H NGE YP) z 11-3/4' I-JOIST @IVOC : GRADE N L 2-2X10 BEAM JOIST 5l8 S.R.WIV,B, @ CLG. �) X 6' TREATED SILL PLATE VENTED SOFFIT HANGER(TYP O Z I/2' ANCHOR BOLTS 6' O.C. ' 2x 6' STUDS 16` O.C. FAMILY ROOM DINING ROOM COPPER FLASHING �s NCREx 5 1/2' R-21 WALL INSULATION _,8' FULL COTE VAPOR BARRIER DAMP PROOFING CTO GRADE) 4' CONCRETE '.• SLAB OVER 3/4' T&G xS 1/2 PER 1 FOOT GRADE COMPACTED SOIL U f 4"CONCRETE FLOORZ E 2X4 SHEAR KEY r ul FIN.GRAD c o 12' X 22' CONT. CONCRETE . . > FOOTING 2X12 @ 16 O.C. v 4 0 3/4' X11 1/4' < a C LVL BEAM 2 65 cn O 8' CONCRETE 20 BASEMENT ' DIA. co m TYPICAL W%SECIMN WALL(TYP) C❑LUMN(TPY) a - p 4' SLAB W/WIRE o a MESH OVER 6MILL r, ct � VAPOR BARRIER DATE: SEE DETAIL '1' 2/16/2 0 16`,ze SHEET S-4 Kf7usAs� ' SCALE: w " 2'X2'X22 2RIGID F. FOOTING(TPY) INSULATION II P,s1, p j j WALL FRAMING SECTION "A" SHEET: I 12'X22' F❑❑TING S—� 2X12 RIM BOARD(TYP) 12' .. .,, 2X8 JMSTI 16'0.C.(TYP) 81 DIA 8, DIA CONC. FOOTIm f FMTM w BEAM v 1-7/8 RDI C5 BOARD(TYP) a c � X ' L 0 cL -2X12 BEAM 00 E / M X X C PROVID 3- 2X6 SUPPORT M z DETAD_u N C� $ o z z z � `t 2X6 STUD Q < _j t 16• O.C. f V) PROVM 3- 2X6 \ SLFPFORT p s cc v; B ! u c o ro - B—S N L O z FIRST FLOOR FRAMING PLAN B-3 DETAIL(2) 5 GARAGE a v¢ � SECOND FLOOR FRAMING PLAN M N O i 2x6 DOUBLE PLATE r Q a u 1 4 =1 1I-XIST 2 16 O.C. c25 to L' 2x6 DOUBLE PLATE BEAM �iZF LOCATION LENGTH(FTj m 1-3/4'Xn 7/8' LVL BEAM (0 I-HIST t 16' QC N 2-1-3/4 X 11-7/SLVL BEAM x O 0 LVL BEAM B-1 3 —14" X 9j" FISRT FLOOR 42' J JGI B-2 4- 14" X 11SECOND FLOOR 42' DATE: HANGER B-3 4-14" X 121" " 21' 2/06/2016 JOI (TYP) „ HANGE B-4 1— 14" X 11 18' CTYP> SCALE: 6 sruD B-5 2- 14" X i 1 10' 4-2X6 816'O.C.CTYP) 4-2X6 B-6 2— 14" X 9 }" " 21' B-7 2— 1i" X 11�" EET:B-8 2- 14" X11g" s I I DECK ' II cc !i I � I I U i 1 I Q i I I U' U a _N i I � I i IU G7 X p m �. 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W N v HANGER(TYP) > 06 Ln Q a 2-2X12 2X12 JOIST 2-2X12 2X12 0� 2X12 JJ z a I -fig a 0 ~ e e I w 2-2X12 R-38 INSULATION QS • I O® ;y AZET EXTERIOR © DATE: L SOLID WHITE x O x � � 2/Ob/201b 2 SDS 1/4'X4.9 PIN(TYP) SCALE: ELEVATION 8' CONCRETE fee eK 'K�>e�l�q s ,� � D A DETAIL 1) WALLCTYP> IT1D PLAN SECTION �I h b SHEET: FlRE PLACE FRAMING S-4 NTS DECKING 2X8 J❑IST@ 16' ❑. F-1IL 2X10 LEDGE BOARD /W J❑IST 2 SDS 1/4'X6.5' PIN A 8' INTERVAL STAGERED 3-2X10 J❑IST BEAM S�M��ON HANGER(TYP) 2X6 WALL FRAMING_/ 2X6 WALL N a 6X6 POST FRAMING 4' SLAB 4' SLAB ; SIMPS❑M BASE POST — q iritt��`_.�. .;,�_..__®C❑NNECT❑R<TYP) �. T :_� I 12' DIAM. " F❑❑TING < H Lu 4X4 P DECK SECTION "B" V w NTS tj ul iz Q 2-1/2 i THRU-B❑LST WITH WASHERS � � 4 ° ° 4X4 POST E RIM JOIST Z � z N L STRINGE RIM J❑IST ° 4 {V SLOPED J❑IST 2-1/2' DIA. THROUGH 7//STAIR SRI N GER ATTACHMENT DETAIL HANGER BOLTS W/WASHER NTS SIMPS❑M 4' LANDING SLAB U BASE ° POST � RIM J❑IST C❑NNECT❑RCT ) v a GUARD POST ' ' .• •: v a' GUARD POST STAIR STRINGER o QQ� 2 C� RIM J❑IST M 8' DIA. C❑NC C0 F❑❑TING 3 0 DATE: HOLD-DOWN STAIR SRINGERN BEARING AT GRADE 2/06/2016 ANCHOR BOLTS/ 4-1 TS PLATE—;/, LATE SCALE; POST/JOIST CONNECTION DETAILS NTS SHEET: f S-5 097 14 2' DEGK 0,000 ll'-5"xq,-q-- 42' '-2"121'-4" 15'-2" 4" V-2-- 1 T-q" 31_11 6,41 2.611 b1 411 0 6 cc m GFCII FGI FCI / in o HARDWOOD FLOOR u TILE FLOOR \ on GF01 IKITCHEN 4 _ T4 ov 6 o / 20'-q"x 14'-2" N o (V G CI 3 - r Q II / INING 20'-9" / 14'-10"x 11'-8" C4 =11668 O — — 2-4-- S J -9' 6-9Pantn� 4 inM. r Ir 1 - - a3 in in v ® 2'- in in rile FLooRin / - m _ iT 4� inHAL l 2-4" ch 11'_0"x N / n 4-, Q 2866 1 N m I � v r6 c o \ FAMI Y MIL �yn� .i. p z a / HARDWOOD FLOOR N _ o O L aN t' OARAGE \ �- �\ (j� G ,-1 z �o'-o°x z2'-b" \ - w Q ° O NV cnU in - x a \ `D VI Ln / TILE FLOORB ~ r O a a Iama2 .. T3 > � aac I Po a as o C 20,_6..x 5'-- qr , 0,0 `6 3 - o 'Over � o 1 bR I 1b, 121. 1 s o DATE: 2/24/2016 1b, 2'-6" 12'-5" 2' b'-T' 10'-b" 10'-1" b'-11" 2,-V. 5'-614" 21'11 NG AREA 21, SHEET: 14 44'-b" A-2 42' 16'-5" 3'-q" 3'-10" 12-10" A 5'-2" 4' 0 C4 12, m a Walkin Closet u (ZET._2.. -r-c' ,n CARPETFLOOR MASTER BDRM � Z 15'-11"x 15-11" _ o cel 16' BEDR z Qj 2' Ilk A@ 10 111 12'-1' , ICE LL / 68_ 2668 2468 �� U 1-� Z CARPET FLOOR J i LLI cols° HARDWOOD FLOOR :o iv 11'-3"x '-1 m m 4' COWBATH. 69. 668 668_ 34-9 rt-x-r 2' 4" '_11" / TILEFLDOR - � Q !_ in in in V ® r 4' in in (V o Master loset - - z E 2368 9'-O"x '-5" N L DN °.6° in ° ;9 Fn 11 ' z in CARPET FLOOR \ G � 0 CE in ® q' BEDROO _ a 2668 CLOSET Ln in CARPET 1�,_yu In QJ 7 MASTER BATH 5' FLOOR 11 L0 ? Q 10'-8"x 13'-5" CARPET FLOOR v0 N m �D a ' ' t 8 I. TILE FLOOR ; CARPET FLOOR > � w O OFFICE Ll r � _ V� / _ _ 111111111111172;'- 12'-10"x 5'-10" ra c p-../�/I` Ar CARPET o to m 1'-q" I FLOOR DATE: 4'-1" 2'-4" 4'-'I" 4'-q" 8'-5" 6'-10" 2 5'4" SCALE: 13'-2LIVING AREA 3' 141-4„ !!II1m SIX 42' SHEET: A-3 � l Elmm —0 II < Elmer _m D F-71 M 111O U. o V? qct Bl' - - - - - - - - - - - - - - � - - - - - - - - - - - - - - �m �D W - - - - - - - - - - - - - - - - - - - - - - - - - - - - - If �rn (( W .t1 7` s � DDRAWINGS PROVIDED 6Y: PROJECT LOCATION SWEET TITHE: NO, DESCRiPTTON BY DATE m� ° rn Joslad & Associates, P.C. LOT 2 202 N. Main Street -- 83 Superior Avenue I 0) Indian Orchard, MA 01151 Northampton, MA ELEVATION VIEW ��— I - (41-4) 222-1044 i I -T-1 I I V< �m c� �M I MH (� I nM �j O D DRAWINGS PROVIDED 6Y: PRq]EITOCAi`2ON202 N. Main SHEET TITLE: NO. DESCRIPTION BY DATE rn Joslad & Associates, P.C. (jr `' o 83 Superior Avenue Street ON IndiaOrchard, MA 01151 n Northampton, MA ELEVATION VIEWS