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06-064 (19) 6 BEAVER BROOK LOOP BP-2016-1023 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 06-064 CITY OF NORTHAMPTON Lot: -000 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:New Single Family House BUILDING PERMIT Permit# BP-2016-1023 Project# JS-2016-000776 Est. Cost: $327300.00 Fee: $1124.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: STEPHEN FERRARI 98877 Lot Size(sq. ft.): Owner: MELNIK PATRICK J Zoning: Applicant: STEPHEN FERRARI AT. 6 BEAVER BROOK LOOP Applicant Address: Phone: Insurance: 103 RYAN RD (413) 588-8975 O FLORENCEMA01062 ISSUED ON:2/18/2016 0:00:00 TO PERFORM THE FOLLOWING WORK.-CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH/DECK 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 2/18/2016 0:00:00 $1124.00 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2016-1023 APPLICANT/CONTACT PERSON STEPHEN FERRARI ADDRESS/PHONE 103 RYAN RD FLORENCE01062(413)588-8975 Q PROPERTY LOCATION 6 BEAVER BROOK LOOP MAP 06 PARCEL 064 000 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid ' 07, 77 Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 2 STORY SFH W/ATT GARAGE/PORCH/DECK New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 98877 3 sets of Plans/Plot Plan THE FOLLOWNG ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOON PRESENTED: DDrove d 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 liti e �ffl 457 Sign of Buildiifg 00cial 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 ity of Northampton Status of Permit: in uilding Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability Room 100 WaterMlell Availability - - m Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify 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 6 Beaver Brook Loop Map Lot Unit Leeds Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Steve McDonough 73 Barrett ST, Apt. 3109, Northampton, MA Name(Print) Current Mailing Address: Telephone 413-209-1608 Signature 2.2 Authorized Agent: Steve Ferrari 103 Ryan RD, Florence, MA Name(Print) Current Mailing Address: 413-588-8975 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building $275,000 (a)Building Permit Fee 2. Electrical $12,500 (b) Estimated Total Cost of Construction from 6 3. Plumbing $18,300 Building Permit Fee 4. Mechanical(HVAC) $12,000 5. Fire Protection $9,500 6. Total=0 +2+3+4+5) $327,300 Check Number o� This Section For Official Use Only BuildingPermit 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 27,385 SF 27,385 SF Frontage 83.2' 83.2' Setbacks Front 30' Side L: R: L: 33.7' R: 23.5' Rear 95' +_ Building Height 30' Bldg. Square Footage % 1570sf 6% Open Space Footage % (Lot area minus bldg&paved 25,035sf 91% parking) #of Parking Spaces 3 Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DON'T KNOW (x) YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DON'T KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO (X) DON'T KNOW Q YES 0 IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained 0 , Date Issued: C. Do any signs exist on the property? YES 0 NO —X) IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO (—X) 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 Q NO (X) IF YES, then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House [XI Addition El Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [M Siding[0] Other[C3] Brief Description of Proposed Construct new single family two story house with attached garage Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes _No Plans Attached Roll -Sheet sa. 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: 7 Number of Bathrooms 3 c. Is there a garage attached? Yes House 1888sf d. Proposed Square footage of new construction. Garaqe 543sf Dimensions 60'-4"x 31.-8"oa e. Number of stories? 2 Gas f. Method of heating? Nat. Gas Warm Air Fireplaces or Woodstoves Fireplace Number of each 1 g. Energy Conservation Compliance. Prelim HERC attached Masscheck Energy Compliance form attached? h. Type of construction Wood Frame unprotected i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade 0'to 6'-10" k. Will building conform to the Building and Zoning regulations? Yes X No . I. Septic Tank City Sewer X Private well City water Supply X SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Steve McDonough as Owner of the subject property hereby authorize Steve Ferrari to act on,4y behalf, in all mattWs 1 lative to work authorized by this building permit application. _/ 8 - i.s- Signature weer Date I, 76 �Z-� L' 1 /�/� /� L 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. Steve Ferrari Print Name alis Signature of wner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: Steve Ferrari CS-098877 License Number 103 Ryan RD, Florence, MA 5/23/2017 Addre s Expiration Date 413-588-8975 SignatuN6 Telephone 9.Registered Home Improvement Contractor: Not Applicable W--**4 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....... ❑ No...... ❑ 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 buildinE 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 CS Structure—2,14.50[Budd 41 FerraristeveMcDonoughl11015- First Floor Frame 12-2-15 kmBeamEngine 4.13.4.1 Materials Database 1530 BM 1-1 7:43am 1 of 2 Member Data Description:CalcB13 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 9.4 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 1.50" 282 71 Live Replacement Uniform(PLF) Top 0' 0.00" 12' 2.69" 271 68 Live Replacement Uniform(PLF) Top 6' 1.50" 12' 2.69" 697 266 Live Replacement Uniform(PLF) Top 12' 2.69" 12' 7.06" 504 194 Live Replacement Uniform(PLF) Top 12' 7.06" 15' 7.50" 504 194 Live Replacement Uniform(PLF) Top 15' 7.50" 15'10.00" 27 7 Live Replacement Uniform(PLF) Top 15' 7.50" 1610.001, 27 7 Live Point(LBS) Top 0' 7.13" 349 0 Snow Point(LBS) Top 0' 7.13" 2121 2006 Live Point(LBS) Top 0' 7.13" -180 212 Snow Point(LBS) Top 0' 7.13" 34 8 Live Point(LBS) Top 0' 7.13" 63 147 Snow Point(LBS) Top 0' 7.13" 622 351 Live Point(LBS) Top 6' 1.50" 1202 441 Live Point(LBS) Top 12' 0.94" 26 53 Live Point(LBS) Top 12' 0.94" 226 548 Live Point LBS Top 15' 7.50" 3785 1255 Live 738 840 ®28 ,O ® 1510 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 5.061" 7529# 2 7 3.500" Wall SPF Plate(425psi) N/A 8.130" 12093# 3 15' 7.500" Wall SPF Plate(425psi) N/A 5.762" 8572# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 4589# 232# 2939# 2 8761# 0# 3332# 3 6217# 0# 2354# Design spans 6' 8.375" 8' 4.000" 0' 2.500"(right cant) Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 8.13"bearing required at bearing#2 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design P��N OF MqS Actual Allowable Capacity Locatio Positive Moment 80114 139584 57% 12.07 �� � +L Negative Moment 8659.# 13958.# 62% 7. � CHRISTOFP Shear 5408.# 6317.# 85% 7.3 o DUD jacen TL Deflection 0.1721" 0.4167' U581 11. v CIVI`(ven S L LL Deflection 0.1218" 0.2778" 0821 11. No,29,%6en n All product names are trademarks of their respective owners I' Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. t. —Passing is defined as when the member,floorjoist,beam orgirder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. design must be reviewed by a qualified designer ordesign professorial as required for approval.This design assumes product installation according to the manufacturers specifications West Hatfield Ma. CS Structurerm 2.14.50 jBuild4j Ferrari SteveMcDonough 111015- 12-2-15 kmBeamEngi.ne 4.13.4.1 Materials Database 1530 7:43am 2of2 ual Allowable apaaty Location Loading TL Def I.,Rt. -0.0144" 0.2000" 20347 15.83' Even Spans D+L LL Def I.,Rt. -0.0100" 0.2000" 20498 15.83' Even Spans L Control: Shear DOLS: Live=1001/. Snow=1151/. Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives OF MgSsgcyG CHRISTOPHER G (P g DUDEK CIVIL C/) No,29566 All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. P ass ng is defined as when the member,floor joist,beam or gi rder,shown on this drawing meets applicable des critena for Loads,Loading Condi lions,and Spans listed on thi ssheet. t• design must be reviewed by a qualified designer or design professional as required for approval.Thisdesign assumes product installation according to the manufacturers specifications. West Hatfield Md. CS SiruchserM 2.14.501Budd4j FerradSteveMcDonough111015- First Floor Frame 12-2-15 k lmBeamFngine 493.4.1 Materials Database 1530F LS H B M 1-2 7:46am lofI Member Data Description:CaIcG1 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.1 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 3' 2.W' 244 61 Live Replacement Uniform(PLF) Top 0' 0.00" 13' 9.50" 27 7 Live Replacement Uniform(PLF) Top 3' 2.00" 11' 3.00" 314 79 Live Replacement Uniform(PLF) Top 11' 3.00" 13' 9.50" 314 79 Live Point(LBS) Top 0' 4.63" 210 341 Live Point(LBS) Top 0' 4.63" 531 81 Snow Point(LBS) Top 0' 4.63" 3440 0 Snow Point(LBS) Top 0' 4.63" 1490 2440 Live Point(LBS) Top 13' 5.88" 0 21 Live Point(LBS) Top 13' 5.88" 145 79 Live Point LBS Top 13' 5.88" 1675 630 Live 13 9 8 i 13 9 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.779" 9248# 2 13' 9.500" Wall SPF Plate(425psi) N/A 1.908" 5388# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 3760# 3971# 3450# 2 4033# 0# 1356# Design spans 13' 1.250" Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 92141 192104 47% 6.94' Total Load D+L Shear 24291 74811 32% 12.83' Total Load D+L TL Deflection 0.3419" 0.6552" U459 6.94' Total Load D+L LL Deflection 0.2664" 0.4368" U590 6.94' Total Load L Control: LL Deflection DOLS: Live=1001/ Snow=115% Roof=1251/. Wind=160°/ Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives OF M,gss Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table �O CHRISTOPHER G GN 0 DUDEK CIVIL C40 Na,29566 All product names are trademarks of their respective owners WHatfiel'd Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED.fined as when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Leads,Loading Conditions,and Spans listed on this sheetdesignmustbe reviewed by a qualified designer or design professonal as required for approval.Thisdesgn assumes product installation according to the manufacturersspecifications CSStructurerm2.14.50)Brald41 Ferrari SteveMeDonough111015- Second Floor Frame 12-2-15 kmBeamFngtab e 15 1 �FLSHBM 2-4MaErialsDatabase lsso7:39am 1of3 Member Data Description:CaIcG1 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 16.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 3' 5.13" 2 185 Live Replacement Uniform(PLF) Top 0' 0.00" 3' 5.13" 508 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 12' 5.13" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 12' 5.13" 9 2 Live Replacement Uniform(PLF) Top 0' 0.00" 12' 5.13" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 12' 5.13" 40 13 Live Replacement Uniform(PLF) Top 0' 0.00" 12' 5.13" 0 81 Live Replacement Uniform(PLF) Top 3' 5.13" 12' 5.13" 2 199 Live Replacement Uniform(PLF) Top 3' 5.13" 12' 5.13" 554 0 Snow Point(LBS) Top 3' 5.13" 0 93 Live Point(LBS) Top 3' 5.13" 178 0 Snow Point(LBS) Top 8' 5.13" 0 92 Live Point(LBS) Top 8' 5.13" 177 0 Snow Point(LBS) Top 12' 0.50" 92 125 Snow Point LBS Top 12' 0.50" 47 13 Snow 1252 O m 1252 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 2.338" 5216# -290# 2 12' 5.125" Wall SPF Plate(425psi) N/A 2.387' 5602# -152# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 450# 3296# 1921# 2 450# 3520# 2081# Design spans 11' 8.125" Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 290lbs at bearing 1 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 156281 344621 45% 6.2' ad D+S Negative Moment 8494 299671 2% 6.2' �jw( OF D+L Shear 45084 129054 34% 11.46' �y� o +S TL Deflection 0.3087' 0.5839" 0453 6.2' O CHRISTA LL Deflection 0.1959" 0.3892" U715 6.2' o 1101 CIVIL ai o.29566 All product names are trademarks of their respective owners t f fftql ' Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. '!J —Passing is defined as when the member,floorjolst,beam orgirder,shown on this drawing meets applicable design crone for Loads,Loading Conditions,and Spans listed on this sheet. t• design mus be reviewed by a qualified desgner ordesgn professional as required for approval.This design assumes product installation according to the manufacturer's specifications. West Hatfield Ma. cs strUCtareTm 2.14.50IBuild41 FeffariSteveMcDonough111015- 12-2-15 kmBeamEngine 4.13.4.1 Materials Database 1530 7:39am 2of3 Control: TL Deflection DOLS: Live-_100% Snow=115% Roof=125% Wind=1601/. Design assumes a repetitive member use increase in bending stress: 4 Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table OFMgSsgcyG CHRISTOPHER G U, 0 DUDEK �4 CIVIL W Na,29566 All product names are trademarksof their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Pasting isdefined aswhen the member,floorjoist,beam orgirder,shown on thisdrawing meetsapplicable design criteria for Leads,Loading Conditions,and Spans listed on this sheet. t• design must be reviewed by a qualified designerordesign professional as required forapproval.Thisdesign assumesproduct installation according to the manufacturers specifications. We$t Hatfield Ma. CS Structure Im2.14MI[Btuld4] Ferrari steveMcDonough111015 First Floor Frame 12-2-15 l mBeamFngiue 4.13.4.1 Materials Database 1530 777 7:39am 3of3 Member Data Description:CalcG5 Member Type: Girder Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, 0240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.1 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 8' 9.13" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 8' 9.13" 27 7 Live Point(LBS) Top 7' 5.50" 15 2287 Live Point LBS To 7' 5.50" 5312 0 Snow Bsz O r 8 9 2 Bearings and Reactions Input Mill Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 984# 2 8' 9.125" Wall SPF Plate(425psi) N/A 4.590" 6828# Maximum Load Case Reactions Used for applying point loads(or I ine loads)to carrying members Live Snow Dead 1 220# 609# 362# 2 231# 4703# 2125# Design spans 8' 2.125" Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 63901 220914 28% 7.46' Total Load D+S Shear 68054 86031 79% 7.47 Total Load D+S TL Deflection 0.0651" 0.4089" U999+ 4.72' Total Load D+S LL Deflection 0.0435" 0.2726" U999+ 4.72' Total Load S Control: Shear DOLS: Live=100°/ Snow=115% Roof=125% Wind=160°/, Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives 0N OF MgSsgcyG CHRISTOPHER G u, 0 DUDEK o0 CIVIL W No.29566 All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. .-Pass ng is defined as when the member,floor joi st,beam or gi rder,shown on this drawing meets applicable design cri[on a for Loads,Loading Conditions,and Spans listed on thiss.eet. t• design must be reviewed by a qualified designer or design professonal as required for approval.Thiadesgn assumes product installation according to the manufacturersspecifications. West Hatfield Ma. CS Structure-2.14.501Bw1d4, Ferrari SteveMcDonough111015- Second Floor Frame 12-2-15 kmBgamEngine 4.13.4.1 Materials Database 1530 GD Header 7:42am I of 2 Member Data Description:CaIcB20 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 13.8 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 3'11.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 4' 9.50" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 4' 9.50" 27 13 Live Replacement Uniform(PLF) Top 0' 0.00" 5' 2.50" 79 24 Snow Replacement Uniform(PLF) Top 0' 0.00" 23' 9.50" 9 2 Live Replacement Uniform(PLF) Top 3'11.00" 4' 8.00" 27 7 Live Replacement Uniform(PLF) Top 4' 8.00" 23' 9.50" 27 7 Live Replacement Uniform(PLF) Top 5' 2.50" 21' 2.50" 79 24 Snow Replacement Uniform(PLF) Top 19' 5.50" 23' 9.50" -53 -13 Live Replacement Uniform(PLF) Top 19' 5.50" 23' 9.50" 27 13 Live Replacement Uniform(PLF) Top 21' 2.50" 23' 9.50" 79 24 Snow Point(LBS) Top 0' 0.63" 35 10 Snow Point(LBS) Top 0' 4.25" 0 2 Live Point(LBS) Top 0' 4.25" 1 114 Live Point(LBS) Top 0' 4.25" 303 0 Snow Point(LBS) Top 12' 1.50" 2 163 Live Point(LBS) Top 12' 1.50" 840 0 Snow Point(LBS) Top 13' 2.50" 938 0 Snow Point(LBS) Top 13' 2.50" 1792 843 Live Point(LBS) Top 23' 8.88" 1 115 Live Point(LBS) Top 23' 8.88" 303 0 Snow Point LBS Top 23' 8.88" 35 10 Snow 0404 4104 1600 © 270 2395 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 4.250" Wall SPF Plate(425psi) N/A 1.500" 372# -1187# 2 5' 2.500" Wall SPF Plate(425psi) N/A 3.344" 4975# -- 3 21' 2.500" Wall SPF Plate(425psi) N/A 4.717' 7017# -- 4 23' 9.500" Wall SPF Plate(425psi) N/A 1.500" 357# -3342# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 -697# -544# -254# 2 1998# 2630# 1504# 3 3017# 3521# 2113# 4 -1655# -1571# -933# Design spans 0' 3.625"(left cant) 4'10.250" 16' 0.000" 2 6.375" OF Mg SsgcyG CHRISTOPHER G u, 0 DUDEK CIVIL v No.29566 All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. t Paw rig isdefined..when the member,floor joist,beam or girder,shown on this drawing meets applicable design criteria for Laads,Loading Conditions,and Spans listed on this sheet, design must be reviewed by a qualified designer ordesign professional as required for approval.This design assumes product installation according to the manufacturers specifications. West Hatfield Ma. cs StructoreT"'2.14.50[Budd 41 FeffariSteveMcDonoughl 11015- 12-2-15 kmBeamEngine 4.13.4.1 Materials Database 1530 7:42am 2of2 Product: 1-3/4x14 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Minimum 3.34"bearing required at bearing#2 Minimum 4.72"bearing required at bearing#3 Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 1187lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 3343lbs at bearing 4 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 97071 333904 290/6 13.21' Odd Spans D+0.75(L+S) Negative Moment 96304 333901 280/6 21.21' Adjacent 3 D+0.75(L+S) Shear 3821.# 107061 35% 21.22' Adjacent 3 D+0.75(L+S) TL Deflection 0.1539" 0.8000" U999+ 13.2' Odd Spans D+0.75(L+S) LL Deflection 0.1093" 0.5333" U999+ 13.2' Odd Spans 0.75(L+S) TL Def I.,Lt. 0.0021" 0.2000" 2U999+ 0' Odd Spans D+0.75(L+S) LL Defl.,Lt. 0.0015" 0.2000" 2U999+ 0' Odd Spans 0.75 L+S Control: Shear DOLS: Live=100°/ Snow=115% Roof=125% Wind=1601/. Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives OF MgSsgcyG CHRISTOPHER G u, 0 DUDEK o0 CIVIL No.29566 All product names are trademarks of their respective owners lr �. Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. "Pass ng is defi ned as when the member,floor joist,beam or gi rder,shown on this drawing meets applicable design criteria for Loads,Loading Condi lions,and Spans listed on this sheet. t• design must be reviewed by a qual ified designer or design professional as requi red for approval.This design assumes product installation accordi ng to the manufacturers speci ficalions West Hatfield Ma. CSStructure—2.14.50[BuM4] Ferrari SteveMcDonough111015- ROOF Frame 12-2-15 kmBeamEngine 4.13.4.1 Materials Database 1530 Porch Roof Beam 7:41am 1 of 4 Member Data Description:CalcB8 Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 17.6 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 4.50" 67 21 Snow Replacement Uniform(PLF) Top 0' 0.00" 17' 8.50" 0 81 Live Replacement Uniform(PLF) Top 1' 4.50" 5' 4.50" 0 30 Live Replacement Uniform(PLF) Top 1' 4.50" 6' 2.75" 105 0 Snow Replacement Uniform(PLF) Top 5' 4.50" 12' 5.75" 0 43 Live Replacement Uniform(PLF) Top 6' 2.75" 11' 5.75" 143 0 Snow Replacement Uniform(PLF) Top 11' 5.75" 16' 5.75" 104 0 Snow Replacement Uniform(PLF) Top 12' 5.75" 16' 5.75" 0 30 Live Replacement Uniform(PLF) Top 16' 5.75" 17 8.50" 67 20 Snow Point(LBS) Top 0' 4.63" 1 129 Live Point(LBS) Top 0' 4.63" 238 0 Snow Point(LBS) Top 17' 3.88" 1 128 Live Point LBS Top 17 3.88" 235 0 Snow 17 8 8 O p 1788 Bearings and Reactions Input Alin Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 2442# 2 17' 8.500" Wall SPF Plate(425psi) N/A 1.500" 2439# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 3# 1188# 1254# 2 3# 1186# 1253# Design spans 16'11.250" Product: 1-3/4x11-7/8 VERSA LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 93611 381674 24% 8.85' Total Load D+S Shear 18924 136224 13% 0.4' Total Load D+S TL Deflection 0.3266" 0.8469" U622 8.85' Total Load D+S LL Deflection 0.1543" 0.5646" U999+ 8.85' Total Load S Control: TL Deflection �P�,(N OF Ai DOLS: Live=100% Snout=115% Roof=125% Wind=160% Design assumes a repetitive member use increase in bending stress: 4% 9C Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives y �o CHRISTOPHER G Gu, DUDEK CIVIL Cl) o,29566 All product names are trademarksof their respective owners Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. t ..Passing isdefined aswhen the member,floorjoist,beam orgialer,shown on thisdrewing meetsapplicable design criteria for Leads,Loading Conditions,and Spans listed on this sheet. design must be reviewed by a qualified desgnerordesgn professional as required forapproval.Thisdesgn assumesproduct installation according to the manufacturersspecificationa West Hatfield Ma. CSStrucbaeTM2.14.50[Build 41 FerrariSteveMcDonough111015- Second Floor Frame 12-2-15 1mtBeamEr ire 4.13.4.1 MaterialsDatabase 153o IFLSHBM 1-2 7:41arn 2of4 Member Data Description:CalcB13 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.1 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 3' 2.00" 183 61 Live Replacement Uniform(PLF) Top 0' 0.00" 11' 3.00" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 11' 3.00" 40 13 Live Replacement Uniform(PLF) Top 0' 0.00" 13' 9.00" 27 7 Live Replacement Uniform(PLF) Top 3' 2.00" 11' 3.00" 236 79 Live Replacement Uniform(PLF) Top 11' 3.00" 13' 9.00" 268 79 Live Point(LBS) Top 0' 4.63" 10 1853 Live Point(LBS) Top 0' 4.63" 3440 0 Snow Point(LBS) Top 0' 4.63" -23 -7 Snow Point(LBS) Top 0' 4.63" -18 -5 Snow Point(LBS) Top 0' 4.63" 0 81 Live Point(LBS) Top 0' 4.63" 0 81 Live Point(LBS) Top 0' 4.63" 2 191 Live Point(LBS) Top 0' 4.63" 2 191 Live Point(LBS) Top 0' 4.63" 531 0 Snow Point LBS To 0' 4.(33" 531 0 Snow 1 1390 .G) 13 9 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 5.278" 7850# 2 13' 9.000" Wall SPF Plate(425psi) N/A 1.778" 2644# -225# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1868# 4460# 3061# 2 1956# 0# 688# Design spans 13' 1.750" Product: 1-3/4x11-1/4 VERSA LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 8738.# 192104 45% 6.96' T t Load D+L Negative Moment 11111 19210.# 5% 6.96' d D+L Shear 22781 74811 30% 12.87 -I\\A OF D+L TL Deflection 0.3263" 0.6573" U483 6.96' �� o +L LL Deflection 0.2397' 0.4382" U658 6.96' Control: LL Deflection DUDEK r"i DOLS: Live=100% Snow=115% Roof=125% Wind=160°/ o CIVIL I Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives No.29566 All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. "Pass ng isdefined as when the member,floorjoist,beam orgirder,shown on Ihisdrawing meetsapplicable design cntena for Loads,Loading Conditions,and Spans listed on thissheet. t. design must be reviewed by a qualified designer ordesgn professional as required for approval.This design assumes product installation according to the manufacturers specifications West Hatfield Ma. CSSa'ucnseTm2.14.50[Bui'd41 Ferrari SteveMcDonough111015- Second Floor Frame 12-2-15 kmBeamEngine 4.13.4.1 Materials Database 1530 GBM-1 7:41am 3of4 Member Data Description:CaIcB15 Member Type: Beam Application: Floor Comments: Top Lateral Bracing: Continuous Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: 0360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 14.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 9.50" 198 55 Live Replacement Uniform(PLF) Top 0' 0.00" 6' 9.50" 245 65 Live Replacement Uniform(PLF) Top 6' 9.50" 10'11.00" 171 43 Live Replacement Uniform(PLF) Top 6' 9.50" 22'11.13" 218 55 Live Replacement Uniform(PLF) Top 1911.001, 18' 2.75" 186 46 Live Replacement Uniform(PLF) Top 18' 2.75" 22'11.13" 155 37 Live Replacement Uniform(PLF) Top 22'11.13" 23' 0.00" 27 7 Live Replacement Uniform(PLF) Top 22'11.13" 23' 0.00" 27 7 Live Point(LBS) Top 6' 7.75" 173 456 Snow Point(LBS) Top 6' 7.75" 13 2045 Live Point(LBS) Top 6' 7.75" 4614 0 Snow Point LBS Top 22' 7.38" 93 29 Snow i 900 1400 Q m ®, 2300 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 2878# 2 9' 0.000" Wall SPF Plate(425psi) N/A 5.017' 11194# 3 23' 0.000" Wall SPF Plate(425psi) N/A 1.500" 2742# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1717# 990# 848# 2 5882# 3998# 3784# 3 2222# -107# 521# Design spans 8' 7.375" 13' 7.375" Product: 1-3/4x9-1/2 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 88824 25040.# 35% 6.65' Total Load D+S Negative Moment 106974 217741 49% 9' Total Load D+L Shear 72741 108984 66% 8.57 Tot I Load D+0.75(L+S) TL Deflection 0.2847' 0.6807' U573 16.49' ns D+L LL Deflection 0.2594" 0.4538" U629 16.49' SN CF ns L Control: Shear ((,DOLS: Live=100°/ Snow=115% Roof=125% Wind=160°/ G G Design assumes a repetitive member use increase in bending stress: 4% UDEK m1Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternativesIVIL �29566 All product names are trademarks of their respective owners 1' Copyright(C)2015 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member,floor joist,beam or gi rder,shown on this drewi ng meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. t• design mus be reviewed by a qual ified designer or design professional as requi red for approval This design assumes product installation accordi ng to the manufacturers specifications West Hatfield Ma. cSStructtve-2.14.50[Build 41 Ferrari SteveMcDonough 1110 15- ROOF Frame 12-2-15 kmBeamEngine 4.13.4.1 Materials Database 1530 Ridge BM 1 7:47am 1 of 2 Member Data Description:CalcG11 Member Type: Girder Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00/ 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live, U240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 11.7 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 6' 6.00" 1 78 Live Replacement Uniform(PLF) Top 0' 0.00" 6' 6.00" 1 78 Live Replacement Uniform(PLF) Top 0' 0.00" 6' 6.00" 209 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 6' 6.00" 209 0 Snow Replacement Uniform(PLF) Top 6' 6.00" 6' 8.75" 1 63 Live Replacement Uniform(PLF) Top 6' 6.00" 6' 8.75" 209 0 Snow Replacement Uniform(PLF) Top 6' 6.00" 16' 6.00" 0 6 Live Replacement Uniform(PLF) Top 6' 6.00" 16' 6.00" 16 0 Snow Replacement Uniform(PLF) Top 6' 8.75" 23' 0.00" 1 63 Live Replacement Uniform(PLF) Top 6' 8.75" 23' 0.00" 209 0 Snow Replacement Uniform(PLF) Top 16' 6.00" 23' 0.00" 1 78 Live Replacement Uniform(PLF) Top 16' 6.00" 23' 0.00" 209 0 Snow Replacement Uniform(PLF) Top 23' 0.00" 29' 9.50" 0 34 Live Replacement Uniform(PLF) Top 23' 0.00" 29' 9.50" 1 78 Live Replacement Uniform(PLF) Top 23' 0.00" 29' 9.50" 96 0 Snow Replacement Uniform(PLF) Top 23' 0.00" 29' 9.50" 209 0 Snow Point(LBS) Top 6' 4.25" 2 424 Live Point(LBS) Top 6' 4.25" 685 0 Snow Point(LBS) Top 16' 7.75" 2 424 Live Point LBS Top 16' 7.75" 685 0 Snow 6 6 0 ® 16 6 0 ® 6 9 8 Q , 2998 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF Plate(425psi) N/A 1.500" 366# 2 6' 6.000" Wall SPF Plate(425psi) N/A 4.323" 7539# 3 23' 0.000" Wall SPF Plate(425psi) N/A 5.129" 7630# -- 4 29' 9.500" Wall SPF Plate(425psi) N/A 1.500" -- -199# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Snow Dead 1 1# 261# 105# 2 15# 529U 2246# 3 16# 5440# 2190# 4 0# -140# -59# Design spans 6' 1.375" 16 6.000" 6' 4.875" Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS NOTE:Pass-thru framing is required at point loads over bearings. N OF MAS Design assumes continuous lateral bracing along the top chord. S Design assumes continuous lateral bracing along the bottom chord. �0 CHRISTOPHER G GN m v CIVIL vii No.29566 1 0)0 All product names are trademarks of their respective owners Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. "Passing isdefined aswhen the member,floorjoist,beam orgirder,shown on this drawing meets applicable design cntena for Leads,Loading Conditions,and Spans listed on thissheet. t• design must be reviewed by a qualified designer ordesign professonal as required for approval.This design assumes product installation according to the manufacturer's specifications. West Hatfield Ma. CS Structui 2.14.50[Build 41 FerrariSteveMcDonough 111015- 12-2-15 kmBeam&Igine 4,13.4.1 Materials Database 1530 7:47am Allowable Stress Design 2of2 Actual Allowable Capacity Location Loading Positive Moment 80724 244664 32% 16.65' Total Load D+S Negative Moment 101004 244664 41% 23' Total Load D+S Shear 41111 90811 45% 22.17 Total Load D+S TL Deflection 0.2780" 0.8250" 0712 15.57 Total Load D+S LL Deflection 0.1968" 0.5500" U999+ 15.57 Total Load S Control: Shear DOLS: Live=1001/ Snow=115% Roof=125% Wind=160% Manufacturer's installation guide MUST be consulted for multi-ply connection details and alternatives Point loads over bearings are NOT included in the Design calculations,but ARE included in the Reaction table 0F Mgss cyG 9 CHRISTOPHER G u, DUDEK a CIVIL � No.29566 All product names are trademarks of their respective owners .... Copyright(C)2015 by Simpson Strong-Te Company Inc.ALL RIGHTS RESERVED. "Passing Is defined as when the member,floorjoist,beam or girder,shown on this drawing meets applicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet. t• design must be reviewed by a qualified designer ordesign professional as required for approval.This design assumes product installation according to the manuiactumrsspecifications West Hatfield Ma. Home Energy Rating Certificate HIS Property HERS HERS McDonough Rating Type: Projected Rating Certified Energy Rater: Adin Maynard Beaver Brook Loop Rating Date: 11/17/2015 Rating Number: Leeds, MA 01060 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 46 Heating 19.8 $939 42% General Information Cooling 5.5 $81 4% Conditioned Area 1804 sq. ft. House Type Single-family detached Hot Water 3.8 $325 15% Conditioned Volume 24543 cubic ft. Foundation More than one type Lights/Appliances 20.8 $845 38% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $33 1% Mechanical Systems Features Total 49.8 $2222 100% Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. - ------ ------ - - -_-- Heating: Fuel-fired air distribution, Propane, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. Ventilation System Balanced: ERV, 65 cfm, 60.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-63.5 Slab R-15.0 Edge, R-10.0 Under Sealed Attic NA Exposed Floor R-0.0 Vaulted Ceiling R-55.4 Window Type U-Value: 0.280, SHGC: 0.280 Above Grade Walls R-19.3 Infiltration Rate Htg: 1.00 Clg: 1.00 ACH50 Foundation Walls R-16.7 Method Blower door test - - —-- TITLE - ---- - - --- Company Lights and Appliance Features l' Address Percent Interior Lighting 100.00 Range/Oven Fuel Propane City, State, Zip Percent Exterior Lighting 5.00 Clothes Dryer Fuel Electric Phone# Refrigerator(kWh/yr) 600 Clothes Dryer EF 2.75 Fax# Dishwasher Energy Factor 0.70 Ceiling Fan (cfm/Watt) 100.00 REM/Rate- Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. MSTA36 CENTER AT PEAK, HHUS410 HANGER NREAR SIDE, FULLY NAILED w/10d x 1-1/2"NAILS U410 HANGER FARSIDE. FULLY NAILED w/10d x 1-1/2"NAILS 2.0E 1.75"x 11.875"LVL. 76� APPLY 3/4" PLYWOOD BOTH SIDES W/8d NAILS @ 3"D.C.ALL DIRECTIONS 2.0E 1.75"x 5.5"LVL. 2.0E 1.75"x 9.25" LVL. 2.0E 1.75"x 11.875"LVL. N is (2) MSTA36 CENTERED ON BUTT JOINT, rn BOTH SIDES. FULLY NAILED w/10d x 1-1/2"NAILS (NOTE: OFFSET STRAPS FAR SIDE) 0.) M 3'-3" DES.BY RTL TRUSS ELEVATION DWN.BY RTL G I N E E SCALE 3/8"=11.01, I SINGLE FAMILY RESIDENCE DATE 12117ne PROJECT NO. X1500 McDONOUGH REV. Structural&Civil Engineering DWG.NO. SK-1 LEEDS, MA P.O.B. 881 WENDELL MA 01379 TEL/FAX: 978-544-8000 Home Energy Rating Certificate H IS Property HERS HERS McDonough Rating Type: Projected Rating Certified Energy Rater: Adin Maynard Beaver Brook Loop Rating Date: 11/17/2015 Rating Number: Leeds, MA 01060 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. -UEetimated Annual se Cost Percent HERS Index: 46 Heating 19.8 $939 42% General Information Cooling 5.5 $81 4% Conditioned Area 1804 sq. ft. House Type Single-family detached Hot Water 3.8 $325 15% Conditioned Volume 24543 cubic ft. Foundation More than one type Lights/Appliances 20.8 $845 38% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $33 1% - --- -- - - -- - - - Total 49.8 $2222 100% Mechanical Systems Features Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. ---- -- -_ -_--- - -_---__- -_ Heating: Fuel-fired air distribution, Propane, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. Ventilation System Balanced: ERV, 65 cfm, 60.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-63.5 Slab R-15.0 Edge, R-10.0 Under Sealed Attic NA Exposed Floor R-0.0 Vaulted Ceiling R-55.4 Window Type U-Value: 0.280, SHGC: 0.280 Above Grade Walls R-19.3 Infiltration Rate Htg: 1.00 Clg: 1.00 ACH50 Foundation Walls R-16.7 Method Blower door test - - —---- - _ -- TITLE Company Lights andApplianceFeatures - - _ _ - - - �I Address Percent Interior Lighting 100.00 Range/Oven Fuel Propane City, State, Zip Percent Exterior Lighting 5.00 Clothes Dryer Fuel Electric Phone# Refrigerator(kWh/yr) 600 Clothes Dryer EF 2.75 Fax# Dishwasher Energy Factor 0.70 Ceiling Fan (cfm/Watt) 100.00 ! , REM/Rate-Residential Energy Analysis and Rating Software v14.6.1 This information does not constitute any warranty of energy cost or savings. ©1985-2015 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Permit No. W31-16 CITY OF NORTHAMPTON,MA RESIDENTIAL OR COMMERCIAL BUILDING WATER ENTRY APPLICATION A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. To the City of NORTHAMPTON,MASSACHiJSETTS: The undersigned, being the Owner's Agent of the property (Owner,Owner's Agent) located at 6 Beaver Brook Loop Lot 17 , does hereby request a permit to install and (Number) (Street) connect a 1" Water Service to the Residence at said location. (Size) (Residence,Commercial Bldg.,etc.) 1. "Owner" shall mean the person holding title to the property served or to be served by the , water service. 2. The person or firm who will perform the proposed work is Truehart Paving of Southampton,MA 01073 (Name) (Address) 3. Plans/sketch and specifications for the proposed water service shall be attached to permit. In Consideration of the granting of this permit, the undersigned agrees: 1. The Water Department shall make all taps to the water main. 2. WATER ENTRY PERMIT FEE is $200.00. 3. Additional work performed by City forces from the water main to street line shall be paid at the prevailing labor rates and cost of material. Water Meters 5/8" $130.00 Water Meters 3/4" $140.00 Radio Read$135.00 Water Meters 1" $180.00 ***** Water Meters 1.5" and above shall be purchased by the owners using city specs 4. A fee of$135 for the Radio Read Fee with the purchase of a new meter. 5. The Water Superintendent shall be notified for water line inspection prior to backfill of trench. S a�A � Permit No. W31-16 CITY OF NORTHAMPTON,MA RESIDENTIAL OR COMMERCIAL BUILDING WATER ENTRY APPLICATION DATE: 11/12/15 (Applicant) Name of Applicant: Steve Ferrari/FCM Smart Build Address of Applicant: 103 Ryan Road, Florence,MA 01062 Telephone#: 413-588-8975 $ 200.00 Entry fee paid Check No. 1818 $ 130.00 Meter fee paid Check No. 1818 $ 135.00 Radio Read Fee paid Check No. 1818 Application approved and permit issued: DATE: Z SIGNED: (Direcf)r of Public Worcs Fee Schedule: Water Entry Permit Fee: $200.00 5/8" Meter Fee $130.00 %"Meter Fee $140.00 1"Meter Fee $180.00 Radio Read Fee: $135.00 \\win2\admin\Permits\Water Application\Water:Permit 2016\W31-16 6 Beaver Brook Loop.doc Y Permit No. W31-15 WATER CONNECTION INSPECTION REPORT Northampton Water Department 237 Prospect Street Northampton,MA 01060 (413) 587-1570 Date: 11/12/15 Type of Service: New FX1 Renewal E] Repair F Pipe: Size 8" Material C-900 Blue Age 2006 Brute Water Entry Fee: Paid Yes 0 No N/A 0 Meter Size 5/8" Fee Paid Yes [x_� No N/A 0 Radio Read Fee: Paid Yes ® Check# 1818 Cash Location of Installation: 6 Beaver Brook Loop Lot#17 (Street and Number) Permit Issued To: Steve Ferrari FCM Smart Build Contractor/Developer Installing Service Connection: Truehart Paving Telephone No.: 413-527-9246 The service connection at this location was inspected by the undersigned on ate at and approved by Tune Water Superintendent I have instructed of that the installation can be backfilled. Measurements for all installation shall be documented by the Water Department. The information shall be on file at the Public Works Department office. Copy to Supervisor: Date: Copy to Utility Billing: Date: /a Copy to Office Manager: Date: 4., CITY OF NORTHAMPTON, MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS a 125 LOCUST STREET NORTHAMPTON, MA 01060 November 12th, 2015 Steve Ferrari Northampton Ma. 01060 Re: Backflow Preventer 6 Beaver Brook Loop(Fire Sprinkler) PROPOSED CROSS CONNECTION INSTALLATION The City of Northampton Department of Public Works has reviewed your application and plan for the proposed cross connection installations. The information submitted is attached at the end of this notice. In accordance with Chapter 111, Section 160A of Massachusetts General Laws and 310 CMR 22.22 of the Massachusetts Drinking Water Regulations,the City, hereby grants approval for the installation with the following provisions: 1. Drinking and domestic water lines, lines for safety showers,and lines for eyewash units must be taken off the upstream side of the backflow preventer for devices installed as in-plant protection. 2. The backflow preventer shall be located so as to permit easy access and provide adequate and convenient space for maintenance, inspection and testing. 3. Tightly closing valves must be installed at each end of the device. 4. The device must be protected from freezing, flooding and mechanical damage. 5. The owner or owner's agent must maintain a spare parts kit and any special tools required for removal and re-assembly of the device. 6. The owner of the device shall be able to shut down water lines after reasonable notice during normal business hours to permit necessary testing and maintenance of the device. If it is not possible to meet this requirement,a by-pass line equipped with an approved type of backflow preventer shall be installed. 7. Any reduced pressure backflow preventer or double check valve assembly and shut-off valves must be installed in horizontal alignment between three and four feet from the floor and a minimum of twelve inches from any wall. 8. If a reduced pressure backflow preventer is to be installed on a hot water line,a device approved for use at the elevated temperature must be used. 9. All water lines shall be color coded according to the State plumbing code,except that water filtration plants,pumping stations, sewage treatment plants and sewage pumping stations shall label all water lines in lieu of color coding. In addition,the City of Northampton Department of Public Works requires that the installation be completed within sixty(60)days after the receipt of this letter. Following installation,you must contact this office to make arrangements for the initial inspection and test. A permit from the Northampton Plumbing Inspector is necessary for the installation of each device. As the owner of this cross connection,you must be aware of the importance of maintaining these device(s). Unprotected cross connections can and have resulted in the loss of water supply and public health damage. You are responsible for compliance with Massachusetts Drinking Water Regulations,310 CMR 22.0. Failure to take any action deemed appropriate by the Department of Environmental Protection or its designee,City of Northampton Department of Public Works or otherwise failure to remain in compliance in the future with the applicable requirements,could subject you to legal action including,but not limited to,criminal prosecution,court-imposed civil penalties or civil administrative penalties. A civil administrative penalty may be assessed by the Department of Environmental Protection for each day you are in noncompliance with the requirement referred to above. If you have any questions regarding this decision,please contact Matt Pelott,City of Northampton Cross Connection Control Coordinator 413-587-1096. Sincerely, Matthew Pelott CC: Plumbing Inspector City of Northampton Department of Public Works Division of Water Supply 125 Locust Street Northampton,MA 01060 Application for Installation Backflow Prevention Device Design Data Sheet Owner's name srey Address 73 ✓yo--__'5 f} d 7` f '7T Telephone number__q /,I-� �3� ,I 15—77 Facility Name /V Address_ Contact person/agent.—✓�` -- �/ Telephone number of facility contact person Y `j 7 S New facility Ir Existing facility General description for the need of the installation of a backflow device it� k�diC Device plata Manufacturer name RPBP or DoutZle Check Valves ie- Hot or cold water unit ,i,� t-0 By-pass arrangement:'Yes or No ►�° Exact location of device A-VHQ r-Ir Water usage down stream of device d=i VLC Gate valve Ball valve Butterfly valve Plans and Spare Parts Required The installation contractor is responsible for sa lying a spare rubber arts kit for each device A fully Iabeled,detailed schematic of the potable and non-potable water piping immediately surrounding the backflow prevention device installation showing: 1. Height above floor of the device 2. Distance from wall of the device 3. Type of chemical(s)used(if any)and the type of equipment upstream,and downstream of the device Please note block:The.schematic drawing must be at least 81/2 by 11 inches with the following information in the completed title block,.. Submitted by: Plumber's signature: Plumber's license#: Owner/agent signature: Date: All information listed above rnust.be included on schematic drawing In addition a fee of$65-00,made parable to the City of Northampton for each device application trust be submitted)to the-DPW before any application will be processed. A permit form the plumbing inspector may be necessary for the installation of these devices: Approvals or denials of this application will be sent directly to the owner. If you have any questions,please call.the Department of Public Works at 47.3-5$7-1570. Official DPW use only: Approval: Denial: 6 Beaver Brook Loop, Leeds Areas Location Rate Cost 1027 First Floor - ----- - --- -- $0.50- --$513.50 - - '' -----$0.50 -$43 l - - --— - - -- -- - -- --- -- - 862 Second Floor 1 00 543 (Pa -594 Unfinished'Studio nd Permit) ---- -- T-- $0.20 -- --$1118 80 103.5 Front Porch $0.20 $20.70 204 ---Rear-Deck $0.20 $40.80 - -_ - - - --- _ 124.80 6 Beaver Brook Loop Building Permit Aplication Documents on CD File Name Description 1 Completed BP App. 6 Beaver Brook Loop Completed Building Permit Application 2 McDonough Complete Set 1-19-16 House Plans w/Site Plans, 12 pages 3 Stamped Calcs 12-03-15 w labels Stamped Structural Calculations, 13 pages 4 Ridge Support Truss from Bob Leet 1 Ridge Support Truss Design by Bob Leet, PE 5 HERC 6BeaverBrook_baselinehome His&Hers 11-1 Preliminary HERS certificate 6 Water Entry Permit Water Entry Permit 7 Backflow Preventer Permit Backflow Preventer Permit