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21-004 (4) 573 SYLVESTER RD BP-2017-0060 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 21 -004 CITY OF NORTHAMPTON Lob -001 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-2017-0060 Project# JS-2015-000357 Est. Cost:$475000.00 Fee:$1885.20 PERMISSION IS HEREBY GRANTED TO: Coast.Class: Contractor: License: Use Group: KEITER BUILDERS 102457 Lot Size(so. R,): 631620.00 Qwner: KEITER SCOTT' Lonirw: Applicant: KEITER BUILDERS AT: 573 SYLVESTER RD Applicant Address: Phone: Insurance: 35 MAIN ST (413)586-8600 O WC FLORENCEMA01062 ISSUED ON:8/1672016 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 2 STORY SFH W/ATT GARAGE POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: 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 8!16720160:00:00 $188520 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner t�pl oEc File#BP-2017-0060 td1 J APPLICANT/CONTACT PERSON KEITER BUILDERS '"" tiAij— ADDRESS/PHONE 35 MAIN ST FLORENCE01062(413)586-8600 Q 1 SCar1` p PROPERTY LOCATION 573 SYLVESTER RD Ir ` O� MAP 21 PARCEL 004 001 ZONE ��Q0 } THIS SECTION FOR OFFICIAL USE ONLY: • (J PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid ./16"6 7 0/ (5, p(O Building Permit Filled out Fee Paid Typeof Construction: CONSTRUCT 2 STORY$FH W/ATT GARAGE New Const�{r ictiop Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 102457 p// �}�Jy E427-6/141 / r 3 sets of Plans/Plot Plan ai/J�/T�- � �<ErC(i�I141 rC THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN$RMATION PRESENTED: t/ Approved Additional pennits 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: §T.. 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 O:.oli '.n •-lay Are' V:":".Zer 71/4%1" 51- Buildi : Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. Department use only ity : Northampton Status of Perot 13.idle. Department Curb Cut/Driveway Permit �\ cS 1 ain Street Sewer/Septic Avafiabliity S. Room 100 waterwen Availability „ 'orthampton, MA 01060 Two Sets of Structural Plans 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 Map Lot Unit 573 Sylvester Rd Zone Overlay District _ Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Scott&Jill Keiter 51 A Hatfield St est(PrS) / Current Mauling Address: 413-320-9035 -;�s� Telephone Signature 2.2 Authorized Anent: Miter Builders, Inc 35 Main St Florence, MA 01062 Name-NJ Current Mailing Address: Presideu4 Keller Builders, Inc. 413-586-8600 Signature _ Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only corn leted b .ermit a..leant 1. Building (a)Budding Permit Fee 2. Electrical 0 0 0 (bi Estimated Total Cost of ..D Construction from(6) 3. Plumbing4.2 jr coo Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection air), o a 6 Total=(1 +2+3+4 +5) ,$yq.0 000 Check Number This Section For Official Use Only Building Permit Number: Date Issued Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING AU Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Foisting Proposed Required by Zoning This colcmm to tie filled In by Building Depanmum Lot Size /9. 211 .Gene$ 14. 2/2 -kn.; . Frontage c2 Do r .27a { Setbacks Front COO ' F- + bide L.: b_R: L: 130 _R: Zoo. Roar boo t — Building Height I a Bldg_Sgmue Footage 0:4' 3,doe 142* Open Space Footage T g {Lot area minim bldg&paced Pxrkinal A of Parking Spaces 0 Y Fill: (volume&L,<n.�,m 30o cy - sc.•,3 on. Cwk . A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DONT KNOW O YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES O IF YES: enter Book Page and/or Document if B. Does the site contain a brook, body of water or wetlands? NO l l DON'T KNOW O YES IF YES, has a permit been or need to be obtained from t e Conservation Commission? Needs to be obtained Obtained $111/t3, 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 O NO O IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing, grading.excavation,or filling)over 1 acre oris it part of a common plan that will disturb over 1 acre? YEF Q NO O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTIONS-DESCRIPTION OF PROPOSED WORK(check all applicable) New House O Addition El Replacement Windows Alterations) I Roofing n 1---� Or Doors 0 Accessory Bldg. El Demolition I 1 New Signs [7] Decks ri Siding b] Other IMI Brief Description of Proposed NEW HOME Work: Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement _YesNo 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: Pt Number of Bathrooms 3.S C. Is there a garage attached? Its d Proposed Square footage of new construction. 3 • O a 0 Dimensions e. Number of stories? II f. Method of heating9 Ors %cO.. c.. 1:4bemvtc Fireplaces or Woodstoves Number of each 3" g. Energy Conservation Compliance. `f Masscheck Energy Compliance form attached? $ h. Type of construction ktaoo's. '+-^v'^C- i. Is construction within 100 ftof wetlands? Yes X No. Is construction within 100 yr. floodplain Yes X No j. Depth of basement or cellar floor below finished grade N ON b k. Will building conform to the Building and Zoning regulations? X Yes No. I. Septic Tank X City Sewer Private well X City water Supply SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT . i SCOTT KEITER as Owner of the subject property hereby authorize Keller Builders, Inc to act my behalf, in all matters relative to work authorized by this building permit application. 07.19.16_ Signature of Owner Date MIIIIIIMIIIIIIIIMINIMIIIIIMINIC- I, •-. - c .. e a ,es Owner/Authorized Agent hereby declare chat 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. Scott Keiter e am s . President, Better Builders,lnc. 07.19.16_ Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable 0 Name of Llrense Holder Scott Keiter CS-102457 License Number 51A Hatfield St Northampton, MA 01060 6.20.18 Addres�J Expiration Date ���}//^^yy�r (resident,Keiter Builders, Inc 413.586.8600 Signature Telephone 9.Realstered Home Improvement Contractor Not Applicable ❑ Keiter Ruilders Inc 175168 Company Name Registration Number 35 Main Street Florence MA 01062 4 29 17 Address Expiration Date Telephone 413.586.8600 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 C No ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(I) 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 10833.1. 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 bc,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 he 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 Williamsburg, MA City of Northampton 212 Main Street, Northampton, MA 01060 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 150k Address of the work: 573 SYLVESTER RD The debris will be transported by: Keiter Builders Inc The debris will be received by: Duseau Truckina Building permit number: Name of Permit Applicant Keiter Builders Inc 04 22 16 0000 President, Keller Builders,Inc Date Signature of Permit Applicant .\ The Commonwealth of Massachusetts Department of Industrial Accidents _Li' l_ Office of Investigations 1 Congress Street,Suite 100 It_i:h,- Boston,MA 02114-2017 a� ', www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Keifer Builders, Inc Name(Business/Organization/Individual): Address:35 Main Street City/State/Zip: Florence, MA 01062 Phone#:413,586.8600 Are you an employer? Check the appropriate box: Type of project (required): I. I am a employer with 15 4. 0 I am a general contractor and I employees (full and/or parttime). have hired the sub-contractors 6. ® New construction listed on the attached sheet. 7. ® Remodeling 2.0 I am a sole proprietor or partner- ship and have no employees These sub-contractors have 8, 0 Demolition workingfor me in any capacity. employees and have workers' P Y 9. ® Building addition [No workers' comp. insurance comp. insurance.] required.] 5. ® We are a corporation and its 10.0 Electrical repairs or additions 3.0 I am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL I2.Cj Roof repairs insurance required.] e c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] 'Any applicant that checks box I/1 must also fill out the section below showing their workers compensation policy information. 'Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such- teontrdctors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers comp.policy number. I am an empinver that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:Arbella Policy#or Self-ins. Lic. #:9127440615 Expiration Date:6.11 .17 573 SYLVESTER RD Northampton Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1300.00 and/or one-year imprisonment, as well as civil penalties in the form ofa STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations ol'the DIA for insurance coverage verification. I do hereby under the pains and penalties of perjury that the information provided above is true and correct. 07.19.16 Sienature: lecrr President, Keifer Builders, inc, Date: Phone#: 413.586.8600 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority (circle one): I.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: ACCR0 CERTIFICATE OF LIABILITY INSURANCE D TE(MWD016Y THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATWE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement, A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Cynthia Henderson, CISR Webber a Grinnell PHOsW: (413)566-0111 I IA/CAX NL IT"lse6-6/123 S North King Street nb"oriEsS.chendersonewebberandgrinnell.coin _ INSURERISIEFFEIRDING COVERAGE RECO Northampton MA 01060 INSURER A Athelia Protection41360 INSURED • INSURERS: .._ ..._ Reiter BUS1der9, Inc, WSURERG: Attn: Scott ReiGQC INSURER O'._ 35 Main Street INSURER F- • Florence MA 01062 IxsuRER F. COVERAGES CERTIFICATENUMBER#taster Sip 2017 REVISION NUMBER; THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSNI — —_ —. ADD 'suHRr — —s POLICY FEE POLICY EXP —. - -.— LTR I TYPEOF INSURANCE MSLSimy POLICYXUMBER ..,*. YI en♦ LIMITS X COMMERCIAL GENERAL HAMLET i ' IDA OCCURRENCE muS 1,000.000 ii MAGE M1 A __ . LiAIREMALE XOCCUR -MEREMISPS.1n11, l E 105,000 I : I e500066396 • 6/1/2016 fi/3pnPMED EX1^ Y°" person) / 5,000 I . • 'I, vER50NAL&Mv INJURY IS 1.000,000 I GEN1 AGGREGATE LIMIT APPLIES PER I I GENERALAGGREGATE (S 2,000,000 O S ryJ lL `JEPRCi J LGCPRODUCTS COMPmP EGG E 2,000,000 DEFIER: } .— u OMOBILE DARILRY COMR NEO$INGLELMT -(Es cdenu..- S 1,000,099 A '`_ ANY AUTO •' 900ILY INJURY(Pa person, IS ALL OWNED 'I SCHEDULED 'I EROS .T;RUMS NON-O 302003938101 j 6f3(2016 6J1f2019 PCIRL hDNAAer J'S B }NEP AUTOS X NON LMMlED PROPERTYDAMAGE 5 ._ .HIRED i . AUTOS I (Per rvmn G.. _ I MeG ce PeYmenla 5 5,099 X L UMDNFLLALIAB OCCUR I EACH OCCURRENCE .$ 5,0012,000 A EXCESS LIAR CLAIMS-MADE AGGREGATE S 5 000 ORO DEO ' X :RETEN11ON} 16.009! ! i46O0a6d S99 16//2036 dit/2017 ER 0TH S WORKEfSCOMPENSATWX 4 SiA1L1. X ER O EMPLOYERS LAROTY Y/NI ---..-. ANY PROPRIETOR/PARTNERIEXECUTNE : N/A E EACH ACCIDENT I5 1,000,000 OFFICER/MEMBERdMoryIEXCLUDED' N E L DSEASE_EA EMPLOYM S 1 000,000 A mianIn Xm L— 1.93E7440615 • 6/11/2016 I, 6/31/2019 I if yes,clez.vnele under I DESdRIPrONOF OPERATIONEi below t EL DISEASE'POLICY LIMIT } 3.000000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD IDl.Addiiioml Rema,AA Sth.dule,may be attached II more space Ie required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE For Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE C Henderson, CISH/CIN '3, Y c 'aie"''- ®1965-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014471) The ACORD name and logo are registered marks of ACORD MAWS nmdnn Registry ID: cq Rating Number: HERS-680 _ ,�,/p Certified Energy Rater: David Gagne lit�D/ Rating Date: 7/11/16 573 Sylvester Rd Rating Ordered For: Florence,MA01062 .�l Estimated Annual Energy Cost �7 i f .- �L� Projected Rating 7 5S�rs�PIUS /\ Use MMBtu Cost Percent Projected Rating: Based on Plans, Field Confirmation Required "eating 51.6 $1611 43% Uniform Energy Rating System Energy Efficient Cooling 2.5 $129 3% Hot Water 18.2 $541 14% 1 Star 1 Star Plus 2 Stars 2 Stars Plus 3 Stars 3 Stars Plus 4 Stars 4 Stars Plus 5 Stars 5 Stars Plus Lights/Appliances 29.3 $1492 40% 500-401 400-301 300-251 250-201 200-151 150-101 100-91 90-86 85-71 70 or Less Photovoltaics -0.0 $-0 -0% HERS Index: 52 Service Charges $0 0% General Information Total 101.6 $3774 100% Conditioned Area: 3165 sq.ft. HouseType: Single-family detached Conditioned Volume: 29389 cubic ft. Foundation: Slab -- Bedrooms: 4 This home meets or exceeds the minimum Mecharilbal Systems Features criteria for all of the following: Heating: Fuel-fired hydronic distribution, Propane,95.0 AFUE. Air-source heat pump: Electric,Htg:9.3 HSPF.CIg:18.0 SEER,w/DSH. Water Heating: Integrated,Propane,0.68 EF,50.0 Gal. Duct Leakage to Outside: 189.90 CFM25. Ventilation System: Balanced:ERV,69 cfm,30.0 watts. Programmable Thermostat: Heating:Yes Cooling:Yes Building Shell Features Ceiling Rat: R-49.0 Slab: R-10.0 Edge, R-17.5 Under Sealed Attic: NA Exposed Floor: R-56.0 Vaulted Ceiling: R-39.4 Window Type: U-Value:0.300,SHGC:0.250 Above Grade Walls: R-25.4 Infiltration Rate: Htg:3.00 CIg:3.00ACH50 Foundation Walls: NA Method: Blower door test Lights and Appliance Features TITLE Percent Interior Lighting: 80.00 Range/Oven Fuel: Electric Company Percent Garage Lighting: 80.00 Clothes Dryer Fuel: Electric Address Refrigerator(kWh/yr): 0.00 Clothes Dryer EF: 3.01 City,State,Zip Dishwasher Energy Factor: 0.00 Ceiling Fan (cf m/Watt): 70.40 Phone# The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Fax# REM/Rate-Residential Energy Analysis and Rating Software v14.6.3 This information does not constitute any warranty of energy cost or savings. C 1985-2016 Noresco,Boulder,Colorado. Massachusetts Department of Environmental Protection rii Bureau of Resource Protection -Wetlands WPA Form 2 — Determination ofiii, Applicability Massachusetts Wetlands Protection Act M.G.t.. c. 131, §40 A. General Information Important: When filling out From. Corms on the Northampton computer,use only the tab Conservation Commisszon key to move To: Applicant Property Owner(if different from applicant): your Cursor- do not use the Scott Keiter Stanley Boszko return key. Name Name 51A Hatfield Street 110 Florence Road h) Mailing Address _ Matling AtldreSs �r Northampton MA 01060 Easthampton MA 01027 /je City/Town State Zip Code City/Town State Zip Cods ea N. 1. Title and Date(or Revised Date if applicable)of Final Plans and Other Documents: Runoff and Erosion Control PlanMay 11 2013 Title _._ _. DateTitle __._..... Dale The . _ — _—..... .._. Date 2. Date Request Filed: May 21, 2013._._ B. Determination Pursuant to the authority of M.G_L. c. 131, §40, the Conservation Commission considered your Request for Determination of Applicability, with its supporting documentation and made the following Determination. Project Description(if applicable): Construction of a driveway to access new single family home Project Location: Sylvester Road Northampton(Florence) Street Address Cgytfown 21 004 _ ._.._. _.. _ Assessors Map/Plat Number Parcel/Let Number - walorre*,c i Detemioac,rSAGP4cablty-m.'0,7/64 Page I 0" ( Massachusetts Department of Environmental Protection Bureau of Resourcerth2 Protection— Deter -mWetlands WPA Foination of1 Applicability Massachusetts Wetlands Protection Act M.G.L, c. 131, §40 B. Determination (cont.) The following Determination(s)istare applicable to the proposed site and/or project relative to the Wetlands Protection Act and regulations. Positive Determination Note No work within the jurisdiction of the Wetlands Protection Act may proceed until a final Order of Conditions(issued following submittal of a Notice of Intent or Abbreviated Notice of Intent)or Order of Resource Area Delineation (issued following submittal of Simplified Review ANRAD)has been received from the issuing authority(Le.,Conservation Commission or the Department of Environmental Protection). ❑ 1. The area described on the referenced plan(s)is an area subject to protection under the Act Removing,fitting,dredging,or altering of the area requires the filing of a Notice of Intent. ❑ 2a.The boundary delineations of the following resource areas described on the referenced plans)are confirmed as accurate, Therefore, the resource area boundaries confirmed in this Determination are binding as to all decisions rendered pursuant to the Wetlands Protection Act and its regulations regarding such boundaries for as long as this Determination is valid. • El 2b. The boundaries of resource areas listed below are not confirmed by this Determination, regardless of whether such boundaries are contained on the plans attached to this Determination or to the Request for Determination. Resource area boundaries shown on plans are not confirmed with this determination. ❑ 3. The work described on referenced plan(s)and documents)is within an area subject to protection under the Act and wilt remove, fili, dredge, or alter that area, Therefore, said work requires the filing of a Notice of Intent. ❑ 4. The work described on referenced plan(s)and document(s)is within the Buffer Zone and will alter an Area subject to protection under the Act Therefore,said work requires the filing of a Notice of Intent or ANRAD Simplified Review(if work is limited to the Buffer Zone). ❑ 5. The area and/or work described on referenced plan(s)and document(s) is subject to review and approval by: Name of Mun6lpalM1y Pursuant to the following municipal wetland ordinance or bylaw Name Ordinance or Bylaw Crta(iort wmcrom2dom Uetennmamn of APP/ICabilgr NV IMO, Page 2 alb Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands WPA Form 2 - Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cord.) o 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: • 7. If a Notice of Intent is filed for the work in the Riverfront Area described on referenced plan(s) and document(s), which includes all or part of the work described in the Request, the applicant must consider the following alternatives. (Refer to the wetland regulations at 10.56(4)c.for more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the tot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is boated, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained within the appropriate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability,work may not proceed on this project unless the Department fails to act on such request within 35 days of the date the request is post-marked for certified mail or hand delivered to the Department. Work may then proceed at the owner's risk only upon notice to the Department and to the Conservation Commission. Requirements for requests for Superseding Determinations are listed at the end of this document. ❑ 1 The area described in the Request is not an area subject to protection under the Act or the Buffer Zone, ❑ 2.The work described in the Request is within an area subject to protection under the Act, but will not remove, fill, dredge, or alter that area. Therefore, said work does not require the filing of a Notice of Intent J 3. The work described in the Request is within the Buffer Zone, as defined in the regulations, but will not alter an Area subject to protection under the Act. Therefore, said work does not require the filing of a Notice of Intent, subject to the following conditions(if any). Please see Attachment A o 4.The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone). Therefore, said work does not require the filing of a Notice of Intent. unless and until said work alters an Area subject to protection under the Act. Wa1Mn2 dtttlnemW a0on of 000cablifty rinv.10/6/C4 Page 3 055 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of1 Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cant) O 5 The area described in the Request is subject to protection under the Act. Since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Exempt Activity(site applicable statuatory/regulatory provisions) • 5.The area andtor work described in the Request is not subject to review and approval by: Name of Mun Cpality Pursuant to a municipal wetlands ordinance or bylaw. Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows. o by hand delivery on ��r by certified mail, return receipt requested on Date 1U4 -.....07ie7 020,IC ._.__. e This Determination is valid for three years from the date of issuance (except Determinations for Vegetation Management Plans which are valid for the duration of the Plan). This Determination does not relieve the applicant from complying with all other applicable federal, state,or local statutes, ordinances, bylaws, or regulations. This Determination must be signed by a majority of the Conservation Commission. A copy must be sent to the appropriate DEP Regional Office(see nittp:thavrw.mass.govtdeptabout/regian.findvour.htm)and the property owner(if different from the applicant). Si, a u es /�/y 14 ee (. La9(.3 ___ wpaMt 2.d c.DB,mminamo a MGilrabBay rev +oMine Page 40'5 Massachusefts Department of Environmental Protection k Bureau of Resource Protection -Wetlands WPA Form 2 — Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 D. Appeals The applicant,owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office(see http7lwKw.mass.qov/dep/aboutt/reglon.findyour.htm)to issue a Superseding Determination of Applicability. The request must be made by certified mail or hand delivery to the Department,with the appropriate filing fee and Fee Transmittal Form(see Request for Departmental Action Fee Transmittal Form)as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant if he/she is not the appellant. The request shall state clearly and concisely the objections to the Determination which is being appealed.To the extent that the Determination is based on a municipal ordinance or bylaw and not on the Massachusetts Wetlands Protection Actor regulations, the Department of Environmental Protection has no appellate jurisdiction. >,o,mzrw oewm„r,ww..a wpicb,:n.'ay ''01010+ Pan 5 a,> "ATTACHMENT A" I. Prior to the initiation of any work,the applicant/owner shall submit a letter of understanding to the Commission stating that he/she has received, read, understands and shall comply with these conditions. The applicant, and, his or her contractor, foreman and/or construction manager shall sign the letter of understanding. 2. Prior to the initiation of any work, the applicant shall submit to the Commission a sequencing plan for construction,and erosion and sedimentation control installation. 3. Prior to the start of any site work,excavation or construction, a pre-construction conference shall be held on the site, between the contractor conducting the work, the site/project engineer, the applicant,and a member or agent of the Conservation Commission,in order to ensure that the requirements of this Determination are understood by all parties. Prior to the pre-construction meeting,all erosion control devices must be installed. 4. All required permits must be obtained from applicable federal,state and local agencies and departments prior to the start of any project, 5. A copy of these conditions and associated plans shall remain on site during all construction and/or building activities.The project manager and all equipment operators shall be familiar with the approved plans, and shall be informed of their location on the site. This location shall be accessible to all contractors whenever work is occurring on site. 6. All revised plans shall be approved by the Conservation.Commission and incorporated into the permit by reference and shall be followed during the course of construction. 7. The areas of construction shall remain in a stable condition at the close of each construction day. Erosion control measures shalt be inspected at this time, and maintained or reinforced as necessary. All such devices shall be inspected,cleaned or replaced during construction and shall remain in place until such time as stabilization of all areas that may impact resource areas is permanent. These devices shall also be inspected to assure that the maximum control has been provided. Any entrapped silt shall be removed to an area outside the buffer zone and resource areas, and maintained or reinforced as necessary. Erosion controls shall be inspected after every rainfall to assure that maximum control has been provided. 8. An adequate stockpile of erosion control materials shall be on site at all times for emergency or routine replacement and shall include materials to repair or replace silt fences,straw bales, erosion control blankets, riprap, filter berms or other devices planned for use during construction. 9, Soils exposed for periods greater than two months shall be stabilized with erosion control blankets and netting, a covering of straw mulch,or a temporary cover of rye or other grass to prevent erosion and sedimentation. Drainage ditches shall be stabilized and seeded with a native perennial grass mixture. Any stabilization materials such as jute netting shall be firmly anchored to prevent them from being washed from slopes by rain or flooding. Preference should be given to biodegradable materials. 10.All disturbed areas shall be graded. loamed and seeded,or stabilized with erosion control blankets or netting, and a covering of straw mulch prior to November 30,of each year. No disturbed areas or stockpiled materials will be left unprotected or without erosion control after this date. 11. No disposal of soils or other materials shall be allowed within: a 100-year floodplain: 40 feet of the 100-year floodplain elevation; any wetland;or any area within 100-feet of a wetland, or 200 feet of a vernal pool unless such areas are specifically approved by the Commission,in accordance with 310 CMR 10.00,and City of Northampton Ordinances - Chapter 337. nr- 1a Permit No. D01.14 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 8/28/13_ Check 4: 2687 FEE: $250.00 THE BOARD OF PUBLIC WORKS Driveway must be slaked and house& lot number posted The undersigned respectfully petitions your honorable body for: A NEW CURB CUT Permission to install a driveway at: 573 SYLVESTER ROAD,FLORENCE, MA 01062 Fifteen (15)foot maximum width from street line to property line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway. The first one hundred(10U) feet of the driveway surface shall be paved as soon as possible if the grade of the proposed driveway exceeds 3%at any point in the first one hundred (100) feet. Homeowners will be held responsible for any costs to the City of Northampton in the event of a washout of this driveway. City is not responsible for culverts installed under driveways in City layout. Code of Ordinances §350-8.8 providing standards for private, individual driveways as most recently amended, must he followed. By: Keiter Builders, Inc./ Scott Keifer Telephone: _ 413 p8610 / 4r-56 -0102 lure: /_ sp— Proposed Location Inspection By:�[rvvi{10.4 . 8-3 O-/3 Gravel Base Grade Inspected By: Final Approval: THE BOARD OF PUBLIC WORKS voted that petition be granted. Edward S. Huntley, P.E. Director of Public Works Cc: Building Inspector aT1 (SUBJECT TO ATTACHED CONDITIONS l &2) Permit No. D01-14 Conditions: Driveway Permit In lieu of plan approved by the City Engineer I agree to the following added conditions: I. I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections,any of the permit conditions are not met that I will at no expense to the City remove and repla - the driveway as directed by the City Engineer. By: .... ..! / Petitioner Signature Name: / Keiter Builders, Inc./Scott Keiter Address: 51 A Hatfield Street,Northampton,Ma 413-563-0102 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For Commercial and Industrial applicants, a plan showing the proposed driveway with grades, location and Planning Board permits are required. Cc: Building Inspector 12' ci . 4 c, ry STORM WATER MANAGEMENT PERMIT ii. APPLICATION DECISION City of Northampton Department of Public Works Project/Site Name: Keiter—Sylvester Rd lot development for single family home Project Street or Location/Assessor ID: Adjacent to 567 Sylvester Road! Map 21. Parcel 004 Applicant Name: Scott Keifer Applicant Address/Phone: 51A Hatfield St,Northampton, MA /413-586-8600 Application Submission Date: 5/14/2013 THE FOLLOWING ACTION BY THE NORTHAMPTON DEPARTMENT OF PUBLIC WORKS HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: ___ Disapproval of the Stormwater Management Permit Application based on a determination within seven days of the receipt of the application that the application is administratively incomplete (see attached documentation). Approval of the Stormwater Management Permit Application. X Approval of the Stormwater Management Permit Application subject to any conditions, modifications or restrictions required by the Department of Public Works (see below) _ Disapproval of the Stormwater Management Permit Application based upon a determination that the proposed plan, as submitted, does not meet the purposes set forth in the Northampton Stormwater Management. Standard Permit Conditions: I. All clearing,grading, drainage, construction,and development shall be conducted in strict accordance with the following plans and information submitted with the application and as amended by any conditions attached to this permit: a. Runoff& Erosion Control Plan at Lot on Sylvester Road, Northampton, MA for Scott Keiter, Sheets 1 & 2,dated May 11,2013, stamped by Gregory 5. Newman, P.E., Newman Environmental Engineering. b. Stormwater Management Permit Application binder including Stormwater Permit Application, Stormwater Report, Site Soil Data, and Stormwater Runoff M\Stormwater Management Permits\I Stormwater Permits Internal\Permits_Acuve\Sylvester Rd_Keiter\Sylvester Rd Kciter Permit docx Page I oro Calculations for"Lot on Sylvester Road", dated May 2013, prepared by Gregory J. Newman, P.E.,Neuman Environmental Engineering. c. Massachusetts Department of Environmental Protection Checklist for Stormwater Report, dated 5/11/2013, stamped by Gregory J. Newman, P.E., Newman Environmental Engineering. 2. The Northampton Department of Public Works (DPW) or its authorized representative shall be provided access to the property to conduct inspections before, during, and after construction activities as necessary. The applicant shall arrange with the DPW to schedule the following inspections: Initial Inspection,Erosion Control Inspection, Bury inspection,and Final Inspection. The DPW may also conduct random inspections to ensure effective control of erosion and sedimentation during all phases of construction. 3. At the completion of the work, including construction ofstormwater management facilities and landscaping, the applicant shall submit to the DPW as-built plans stamped by a professional engineer of record in the Commonwealth of Massachusetts and a statement from a professional engineer of record in the Commonwealth of Massachusetts certifying that the materials and construction of the stormwater management system was constructed in accordance with the approved plans and will function as designed. All changes to the approved stormwater facilities shall be documented by a professional engineer of record in the Commonwealth of Massachusetts and approved by the DPW prior to submission of as-built plans and the certification statement described above. 4. Annual Reports that are stamped by a Registered Professional Engineer documenting the actions completed as required by the Operation, Maintenance and Inspection Agreement shall he submitted to the Northampton Department of Public Works by October 1�2 of each year(see Specific Condition I below). 5. If construction of the proposed stormwater system has not started within five years of the issue date of this permit, then the permit will expire and a new permit will be required. Construction is defined as clearing, grading, excavation, filling, and installation of drainage structures on the lots specified in this permit. Specific Permit Conditions: I. Prior to start of construction and issuance of a Building Permit, the applicant shall record an executed Stormwater Operation, Maintenance, and Inspection Agreement that is binding on all subsequent owners of land served by the private stormwater management facility by recording it in the land records of the Registry of Deeds. The maintenance schedule and responsibility for maintenance of all components of the proposed stormwater management system must be adequately specified in Attachment A to this Agreement. The Long-Term Pollution Prevention Plan —Operation and Maintenance Plan submitted as part of the stormwater Report dated May 2013 must be revised to the satisfaction of the Northampton DPW including but not limited to inspection and maintenance schedules for: the level lip spreaders, the outlet control structures,the driveway culvert,and control of erosion of the gravel driveway. The DPW can provide MLStormmater Management Permits\I Stormwater Permits Internal\Permits_Active\Sylvester Rd_Keiter\Sylvester Rd KeiIer Permit.docx Page 2 ofa additional guidance on required revisions to the maintenance schedule. The final agreement shall be approved by the Northampton DPW and signed by the owner and the Mayor of Northampton. The final agreement shall be recorded at the Registry of Deeds at the owner's expense. Section 281-8 of the Northampton Stormwater Management Ordinance provides additional guidance for the requirements of this agreement. 2. This project will be required to submit one or more Notice of Intent (NOD to the U.S. EPA for coverage under the NPDES Stormwater Construction General Permit, A copy of the final NOI and Stormwater Pollution Prevention Plan (S WPPP)shall be submitted to the Northampton DPW for approval prior to the start of construction and prior to issuance of a building permit. The SWPPP for the project must be revised to include specification and timing of sediment and erosion control measures that may be required during construction of the roadway and swales including but not limited to stone check dams, temporary sediment basins, silt fence, and other measures to slow down the velocity of construction flows and settle out sediment prior to discharge to the roadway ditch or culverts. 3. The proposed stormwater management system is designed to mitigate peak stormwater flows. If, after construction of the proposed system, the system is found to increase stofmwater flows or pollutants in these flows to adjacent properties or to the municipal roadway and storm drain system, the owner shall redesign and reconstruct the drainage system to prevent any increased stormwater flows to adjacent properties or the municipal storm drain system. 4 All detention basins, outlets, vegetated swales, level-lip spreaders and other non-piped components of the proposed stormwater system shall be constructed as proposed and stabilized as soon as possible during construction of the driveway and preferably prior to receiving drainage flows from the proposed development. Additional erosion and sediment control structures may be required during construction. S. The Site Plans specify the Limit of Work and the area of proposed impervious surface ;and gravel driveway. Any expansion of the cleared area beyond that specified on the plan or increase in the area of the driveway, house, or any impervious surface as specified on the approved plans shall require approval by the DPW and may require an amendment to this Stormwater Management Permit or a new Stormwater Management Permit. 6. A driveway permit is required by the DPW prior to construction of the driveway and may require paving the first 100 feet of the proposed driveway. Prior to the start of construction, revised plans must be submitted to the DPW for approval specifying the arca of pavement. The lower section of the driveway at Sylvester Road shall be graded so that runoff from the driveway will sheet flow off the roadway to the drainage ditch and not to Sylvester Road. M:\SIormgnicr Management Permits\I Stormwater Permits Internal\Permits_Active\Sylvester Rd_Keiter\Sylvester Fa Keiser Pcrtnitdocx Page 3 of 7. The driveway has been specified as 12 foot wide with a 3 inch angular processed stone surface and a compacted subgrade. Any change of the surface or grading of the driveway from the approved plans shall require an amendment to this Stormwater Management Permit. 8. Prior to issuance of any certificate of occupancy, the driveway and the drainage system shall be constructed as proposed and conditioned by this permit, and all land adjacent to the driveway shall he stabilized and vegetation established. 9. Driveway culvert within the City's roadway layout shall be maintained, repaired, and replaced as necessary at the owner's expense. CAAT Signature of City Engineer Date cc. Planning Board do Office of Planning and Development Building Department Conservation Commission do Office of Planning and Development M:\Stormwater Management Pemtits\l Stormwater Permits intemalWermits_Active\Sylvester Rd_KeitedSylvester Rd Keifer Penn itdocx Page 4 of4 d : Commonwealth of Massachusetts City/Town of Northampton aG b -1 Application for Disposal System k. - s' Construction Permit F. r Form 1 A B. Agreement The undersigned agrees to ensure the,5 soma or and aintet arc of the aforoues r'_ed Or VP sewas dispose p s tem act dant Mt 'I e p < c e 5 o f he ronmen a Code arc rot p :ce th tem F operationur Cerufcate of CF r d anter ) ei< sscedb as Beard o e. h ? 2L 3w Ano.ca,onAmore B � � ,, F 36 /6 PN ,Jma.:Ott Disapproved nr 'r Joxr 'rea=-as NORTHAMPTON BOARD OF HEALT`+ 212 MAN STREET cm,d tics : t ,-;11,11,111. ..R , 1 4A 2) t air tJL . 3) lr ch-r pn ran he tiller 1nr r.-:..,o. ...i.:,.. ` r . . iL.4,«y, 4) Oi' c)9{d1...,,_ a!o:.• , .w ,.6 r.^ �s. � s.,.�io P Oge4J' BOARD OF IIEACI'tI Cit, of Northampton APPLICATION FOR A WT.L1. CONSTRICTION PERMIT Welt Permit Numbern6/b 0 ee ASS(.14( ,_r , N s Gee $50.00 This application must be accompanied by a scaled p1 plan ernduc,en by 0 :evill engineer o registered sanitarian snowing the m,mrnum distances required 1-hie 5 of the Stale E:nvmonmental Code For new construction, requiring a septic system the septic system pan submeted 'Cr. the property ;nhampance With True 5 requirements yell be acceptable f the proposed well ocaehn Iraidect \f Phsahon t. hereh% peek ro c ih,hest o. :eh.nr ( 'n ... . w <1% nr shame Ii Srrcn .Address I% m . , N .r,... :. L t ;. State,f tI.('o&_. I °catkin ofP v.ss'd \\ell h. Atap= ti( dif Trent from with <s; lf< t uh et c% tialyd ,t et _ieree.. .. i .,1,,., (SitA k‘ r tt NIV' `,C .t For new construction: Sept: ti.tche pi.m x i s with Sen.%c e.hem pian -(110<<,- i. ,,ib. I neil For new. repair or location to leach field. septic tank or city sewer: t s<aIe DCII Const °.nor plaiiPt hcusu^nutLT . , , 0, . _ I S ratur of l rheant 1).<<(. Please Mail,Application to; \crtitimiptms Board nt!isalth ?i"_ \4ain Street Sorthampion. MA 0:060 TO BE COMPLETED BY BOARD OF I IF u rn p"2c IL Perm:[ exp les on 1�9r"t�r7 Ona r r - dale ar.'e: Permit issued (date) Howard Laboratories 62 Main Street - Hatfield, MA 01038 Tel. (413) 247-5533 Fax (413) 247-9599 WATER ANALYSIS REPORT Henshaw Well Drilling Invoice Number: 17377 Client Keifer Builders Date Sampled: 2-11-2016 sample Locattgn: 573 Sylvester Road Date Received: 2-11-2016 Northampton, MA 01060 Parameter Sample Result MA DMaximum Comments Contaminant Limit (MCL) Total Coliform Bacteria Absent Absent OK E. co/i§ Absent Absent OK § Microbiology Certification #: M-00851 for Total Coliform & E. coil (SM 92236-Colilert®) Additional Water Quality Parameters - Primary Drinking Water Standards Parameter Sample Result Detection Limit MA DEP/EPA MCL Comments Nitrate 0.1 mg/L 0.1 mg/L 10 mg/L OK Nitrite 0.010 mg/L 0.001 mg/L 1 mg/L OK Secondary Drinking Water Standards Color 54 PtCo Color 1 PtCo Color Units 15 PtCo Color Units * Units &on 0.60 mg/L 0,01 mg/L 0.3 mg/L * Manganese 0.120 mg/L 0.001. mg/L 0.05 mg/L * Sodium 5 mg/L 1 mg/L 20 mg/L OK pH 8.21 pH units O.01pH units 6.5 to 85 OK TOS 81.3 mg/L 0.1 rng/L 500 mg/L OK Turbidity 10.5 NTU 0.01 NTU No Standard No Standard Chloride 19 mg/L 1 mg/L 250 mg/L OK Hardness 78 mg/L 1mg/L No Standard c00 soft >100 hard Parameters marked with an asterisk are above acceptable MCL. For new wells most of the parameters that are over the limit should decline to below MCL after a few weeks. Anal st: RL Date: 2-12-2016 Massachusetts Department of Environmental Protection eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: HENSHAWWELLS Transaction ID: 813178 Document: Weft Drifter Size of File: 218.01K Status of Transaction: Submitted Date and Time Created: 2(28/2016;1;27:35 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above, If you need a more current copy of your transaction, return to eDEP and select to"Download a Copy" from the Current Submittals page, Massachusetts Department of Environmental Protection Bureau Bureau of Resource Protection Well Completion Reports Well Driller Please specify work performed: Address at well location: Street Number Street Name'. 573 SYLVESTER ROAD Please specify well type: Building Lot#: Assessors Map#: Domestic - - -- Assessor's Lot#. ZIP Code: Number Of Wells: 01062 City/Town: Well Location NORTHAMPTON in public right-of-way: GPS r Yes r Kb North: West: - - - -- - 42.19764 72.43032 SubdlvIsionQroperry,Description: Mailing Address: f—click here if same as well location address Property Owner: Street Number: Street Name: SCOTTKEITER 35 MAIN STREET Cty/own: State: Engineering Firm: NORTHAMPTON MASSACHUSETTS ZIP Code: 01062 Board of health permit obtained: R Yes C Not Required Permit Number Date Issued. 1 2016 011122016 ---- - Massachusetts Department of Environmental Protection Bureau of Resource Protection-Well Driller Program Well Completion Reports(General) Well Driller - General Well Form DALLPiG METHOD Overburden Bedrock At Hammer Air Rotary WELL LOG OVERBURDEN(SEROLOGY Drop in drill Extra fast or Loss or addition From(ft) To(R) Code Color Comment stem slow drill rate fluid U ITm .: IL5lnIGray . SOME SAND _... r 1 YES r No f roar r Slow r Lass r Addi WELL LOG BEDROCK OENOLOGY Drop in drill Extra fast or Loss or addition of Visible Extra To(tt) Code Comment Rust Large stem slow drill rate fluid Staining Chips 5 25 IGramte ANISE TbVATwF +,SOFT r YES r no r Fast r Stow r Lass r Add,pn r Yes r Ye Granite WHITE GRAY 25 69 — - -- i - , r YES r no r Fast r slow r Loss r Addition ,r Yes 'r Ye GRAY -i ' 69 110 i&ratite _ i r YES r NS r Fast r Stow r Loss r Addepon E Yes r Ye 110 159 iGranite _ GRAY r YES r NT) r Fast r Slow r Loss r Addition r Yes r Ye 159 :60 (Granite 19R01444 GRAY -1 r SOFT CHUNKI' 'l ; ...YES fi @3 r pas r slew r loss r Adepten r Yes rYe 160 211 Granite GRAY GRAY -i -- - t" YES r No r Fast r Slow r Loss r Addition r Yes r Ye Granite GRAY WHITE 211 365 I r YES r No r Fast r blow r Lass r Ad en 'r Yes r Ye 306 321 Granite MIME GRAY r VES r No ': r Fast r Slow r Loss r Addition r Yes F Ye GRAY Wil y - - 321 421 'Crane , r YES r fA r Fast r Slow r Loss r pydt.on r Yes r Ye 421 439 f Granite GRAY WiIITE + r YES r No r Fast r $lOw r Loss r Addition r YCs r Ye 439 441 'Graff* YELLOW -t r YES r _._ mint GRAY ND r Fast r Slow r Loss r Adoota-t re rYe GRAY -I 941 460 Granite .. _. G YES r No to Fast r Slow r Loss to Addition r Yes r Ye ADDmONAL WELL INFORMATION Massachusetts Department of Environmental Protection .\_._ Bureau of Resource Protection Well Driller Program Well Completion Reports(General) Developed t• Yes C NiDisinfected a Yes C Na Total Well Depth 460 Depth to Bedrock 5 Fracture Surface Seal Type Wore Enhancement r Yes allo CASING F is Casing above ground" From'. 1.5 To'. 1.5 Patna To Type Thickness Diameter Driveshoe 1 5 31 (Steel • 1174 .I 663 l+Yes SCREEN F No Screen From To Type Slot Size Diameter ]--Choose Screen Type - WATER-BEARINGZONES r DRY RFD From To Yield(gpm) 159 164 11 PERMANENT PUMP(IF AVAILABLE) Choose Pump - Pump Description Horsepower Desorption--- .Horsepower-_- Pump Intake Depth(ii) Nominal Pump Capacity(gpm) ANNULAR SEAL/FILTER PACK From To Material 1 Weight Material 2 Weigh Water Batches Method Of (gat) (count) Placement Choose Material - I I Choose Material 'I I--Choose One.- WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HMMM) BGS) (HH:MM) DGS) 02/OB2016 I,.Blow 40th Drill Stern 0 it [01 00 200 0030 50 ! WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) 0 Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(Geueral) Oz@2/20rn,,. 35 , 't;.... COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. MICHAEL Supervising Prater HENSHA Deter LAROCHE Registration# 146 Monitoring[MI Signature KIRKE,R KIRKE R. Firm HENSHAW,INC. Rig Permit# 321 Date Job Complete 02/09/2010 NOTE'.Well Completion Reports must be Med by the registered we driler within 30 days of well completion_ Company: Keifer Builders, Inc. ATTN: Scott Keiter Keiter 51A Hatfield Street Northampton MA 01060 Project/Site: 573 Sylvester Road 573 Sylvester Road Northampton MA 01060 Permit Tracking Number: MAR12AN85 Thank you for using the eNOI system to prepare your Construction General Permit (CGP) Notice of Intent (NOI). The CGP NOI with permit tracking number MAR12AN85 is pending certification by the certifying official you listed on the form. The CGP NOI is not considered complete until it has been certified by the certifying official and submitted to EPA. If you have any questions, please call the EPA NOI Processing Center at 1-866-352-7755 (toll free) or send an email to not@avanticorporation.com. EPA NOI Processing Center Operated by Avanti Corporation 1200 Pennsylvania Ave., NW Mail Code: 4203M Washington, DC 20460 NPDES UNITED STATES PROTECTION AGENCY WASHINGTON,DC 20460 Pore Approved. FORM N01)FOR STORMWATER DISCHARGE 35104 0EPA ASSOCIATED WHOTICE OF INTENT DEOSTRUCIPEACTIVTY UNDER ANS OMB Nos.2040-0004 NPIT Submission of this Notice of Intent(NOI)constitutes notee that the operator identified in Section II of RAs form requests authorization to discharge pursuant to the NPDES Construction General Permit(COP)permit number Identified in Section I of this form Submission of this NOI also constitutes notice that the operator gentled in Section It of this form meets the el}gibiIity requirements of Parts Lt and 1 2 of the CGP for the project identi1iiad in Section el of ties than Permit Coverage is required prior to commencement of construction activity until you are eligible to terminate coverage as detailed in Part 8 of the CUP.To obtain authorization,you must submit a complete and accurate NOI form Discharges are not authorized if your NOI is incomplete or inaccurate or if you were never eligible for permit coverage. Refer to the instructions at the end of this form Have you been given approval from the Regional Office to use this paper NCH form', [J yes ❑ NO tf yes,provide the reason you need to use this paper form,tine name of the EPA Regional Othce star person who approved your use of this tem,and the date of approval Reason for using paper form: Name of EPA staff person: Date approval obtained. Note:You are required to obtain approval from the applicable Regional Office niter to using this paper NOI form. Permit Number: MAR120000 (see Appendix B of the CGP for the list of eligible permit numbers) .,.. ,, " `=,_" "mss. Name_ Neter Builders,Inc. Phone. 413-5860600 Fax(Optional)'.413.586-0600 Email scottkeiter@gmail.Com IRS Employer lde0tdWati0n Number(EIN}. 2)-2518846 Point of Contact(First Name,Middle Initial,Last Name). Scott Keiter I Keifer Mailing Address. Street: 51A Hatfield Street City: Northampton Stale. MA try. 01060 NOI Preparer(Complete If NOI was prepared by someone other than the certifier): Prepared by(First Name,Middle Initial,Last Name). Scott I Netter Organization: Keller Builders,Inc. Phone. Fax(Optiaalt'. Email scottkeitertegmail corn EPA r«n A51 as s.mm Perera CerttfiCCrtioFi Pegs r N e nR'"".eP.. o j5 0 i.s4 ik r '.17,,1:12:.''/Jr,' d. Projecuuite Name: 573 Sylvester Road Projecv$ite Address: Streethoca on- 573 Sytvest�Road City Northampton State' MA Zip: 01060 County or similar government subdivision Hampshire For the projecVsite for which you are seeking permit coverage,provide the following Information: Latitude/I ongikxie(Use one of three possible Formats,and speedy method) Latitude 1 N(degrees,minutes,seconds) Longitude 1 W(degrees,minutes,seconds) 2 521vi!.�e N(degnees,mutes,dermal) 2 2322 Wk(degrees,minutes,deCirai) 3 N(degrees,decimals) 3 W(degrees,decimals) Latitude/Longitude Data Source:O usGS ropoyaotucal map 0 EPAWebSIe 0 GPS 2 Other.°regio Earth II you used a U.S.G.S.topographic nmap,what was the scale? Horizontal Reference Datum 0 MAO 27 NAD83 of Was 840 Unknown Is your prciecdsite boated in Indian Country lands,or located on a property of religious or cultural significance to an Indian tribe? 0 Yes 2 No If yes provide the name of tee Indian tribe associated with the area of Indian countiy(including name of Indian teservaton,it applicable).Of it not in Indian country.provide the name of the Indian tribe associated with the property: �y Are you requesting coverage under this NOI as a"federal Operator"as defied In Appendix A? ❑ Yes21Na Estimated Project Start Date.08/01/2013 Estimated Project Completion Date 11/30/2013 Estimated Area to be Disturbed(to t>e nearest quarter acre)'.1.25 Have eathdstufhalo acuviuea commenced on your project/Wed El Yes 0 Ns It yes Is your protect an emetgencynelated project' fl yes EiNo Have stormwater discharges from your project/site been covered previously under an NPDES permit? 0 Yes 121 No It yes,provide the Tracking Number if you had coverage under EPA's CGP or the NPDES permit number if you bad coverage under an EPA individual permit V � .r . ,r. ...; — -'z ' . �� ° aS Does your project/site discharge stormwater into a Muntcpat Separate Storm ❑ Yes Qi Ne Sewer System(MS4)? Are there any surface waters within 50 feet of your project's earth ddtur ances' ❑ Yea No Receiving Waters and Wetlands Information:(Attach a separate list If necessary) Surface water(a)to Impaired Water Listed Water Poilutant(s) Tler 2.2.5 or 3 Source TMDL Name and which discharge Pollutant Culvert No No LEInknown Describe the methods you used to complete the above table:Please refer to the Source(s)in the above table ,: Lam`.. kltt , , .;i,m :' f:4fi. EEE.E uar.. Y'> Will you use polymers,flocculants,Or other treatment chemicals at your construction site" f Yes 21 No If yes.will you use cationic treatment chemicals'at your construction site? ❑ Yes ❑ No If yes,have you been authorized to use cationic treatment chemicals by your applicable EPA Regional Office in advance of ❑ Yes O No tiling your NCI'? EPA F0/1113510-9 S.o�r�i.PeMLg CeWYkaibn page 3 a If you have been authorized to use catonic treatment chemicals by your applicable EPA Region&Office,attach a copy W your authonzetfon feller and inc ude documentation of Vie appropriate controls and implementation procedures designed to ensure that your use of cationic treatment chemicals will nut lead to a violation of water quality standards. Please indicate the treatment chemicals that you will use: Note.You are ineligible for coverage under this permit unless you notiy your applicable EPA Regional Office in advance and the EPA office authorizes coverage under this permit after you have included appropriate controls and implementation procedures designed to ensure that your use of cationic treatment chemicals will not lead to a violation of water quality standards. a .�cxnWa. .` .-.� ` 4„ Has the SWPPP been prepared in advance Of filing this NOP 0Yee 0Nn SWPPP Contact Information: First Name,Middle Initial Last Name. Scott I Keiter OrganizationKeifer Builders,Inc. Phone 413.5861600 Fax(Optional) F.-mall) scOttkeiter@gmeil corn h w n+:te ," yey •mac A Al . . Using Me instructions in Appendix D of the CGP under which criterion listed in Appendix D are you eligible for Overage under this permit(only check I box)' Alp D CD ° DED F Provide a Miet summary of the Oasis for criterion selection listed in Appendix 0(ag,cormnurication with US.Fish and Wildlife D National Marine Fisheries Serve,specific study)Communicalion wlh Nanhampton Conservation Commission ft you select criterion B.provide the Tracking Number from the otter operators notification c4 authorization under this permit If you select criterion C.you must attach a copy of your site map(see Part 7 2 6 of the permit),and you must answer the following questions: What federally-listed species or lege'ally-designated oritical habitat are located in your'action area". What is the distance between your site and the listed species or critical habitat(miles). If you select criterion D,E.or F,attach copies of any letters or other communications between you and the U_S.Fish and Wildlife Service or National Marine Fisheries Service Are you Installing any stormwater controls as described in Appendix E that require subsurface earth disturbance?(Appendix E,Step I) o 0N If yes have prior surveys or evaluations conducted on the site have already determined historic properties do not exist,or that prior ❑✓ yes Q No disturbances have precluded the existence of historic properties'(Appendix E,Step 2) If no,have you determined that your installation of subsurface earth-disturbing stormwater ol bole will have no effect on yes ❑ No historic properties?(Appendix L.Step 3) If no,did the SHAG,TNPO,or Other tribal representative(whichever applies)respond to you within the IS calendar days to indicate whether the subsurface earth disturbances caused by the installation of stormwater controls affect ❑ vas ❑ No historic properties,(Appendix E.Step 4) it yes,describe the nature of their response'. Written indication that adverse effects to historic properties from the installation of stormwater controls can be mitigated by agreed upon ■'actions NNo agreement has been reached regarding measures to mitigate effects to historic properties from the installation of stormwater controls. G■y 6ther. I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed 10 assure that qualified personnel properly gathered and evaluated the information submitted Based on my Inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,the information submitted is,to the best of my knowledge and belief,true,accurate,and Complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment for knowing violations. First Name,Middle Initial,Last Name.Scott I Heiler Eon sonn35ios Roti Penang ceNW-urWn Pages.nt 4 City of Northampton ' Fp Massachusetts %5 5w,,.; i DEPARTMENT OF BUILDING INSPECTIONS %5 sic, 212 Main Street • Municipal. Building tel` Narthanp ton, MA 01..060 rr:,y i,), Fee Calculator for Residential Properties Location : ,5 -33 ,37b./Q0 !! Square Footage Amount Basement @ .20 o v 1ST Floor @ .50 /513 5 ?5(0.5'0 2nMFloor@ .50 /S' S 3r79Z . h Floor/s, Finish Attic, Garage @ .20 51 (2 159 . a 0 Deck, Porches @ .20 78 S– $ /S-7. o 0 ,___— Total : S 1 ) SHS. Zo 7/212016 City d Northampton Mail FD approval for driveway a .4 P? IKx I Cali Of Louis Hasbrouck<lhasbrouck@northamptonma.gov> t Northampton FD approval for driveway 1 message Louis Hasbrouck<Ihasbrouck@northamptonma.gov> Thu, Jul 21, 2016 at 11:38 AM To: Scott Keiter<scottkeiter@gmait.com> Cc: Andy Pelis <fireprevention@northamptonma.gov>, Duane Nichols cdnichols©northamptonma.gov> Scott, Can you verify that the Are Department approved your driveway on Sylvester Rd? I think they did. Louis Hasbrouck Building Commissioner City of Northampton Town of Williamsburg (413)587-1240 office (413) 587.1272 fax httpa limal.gmgfeicmlmaiihatulfl nik=8c5f19a57a&view=pasearctr=sart&ew1560e1be5da05586.sim1=l5GDeibeScfa6558 int I Cl � C�� t.4 ) r c7 r r, b �c � t I `y 'IV `� V I\ ) 1 ' 1 I I ' I I I I I. Cv �- � 1 I I �+ ' - t -2 y ` 3C11 ,O( „ I3y i :_,.. ), { tt --. /n( � f "� °1� + 'yr ,�5,m i + ' ')c* j r'u1” i + n I 1 I t '— 1" i�' �'1.1+13��, . jad' .^' '„' —rkl15' '1, v9i. `rK:it,C \\\J '"Jl1 � �r{o air � . c 1 II 1� Al Oe ' "71.52 Coil r C -: I `n 1 a_ ,y; 7 0.1\ `� ler) 6 `-:,\C\ `Z r1""'o' —' V+3GJt rv' I }i �l aL6 It- -t-a 7 " a ' i G —'1. px .i .1-Z'1. r. J —n - 1 { I 0 Vreeland Design Associates An integrative approach to design engineering and site planning Date: August 5,2016 To: Chuck Miller City of Northampton Assistant Building Commissioner From: David Vreeland,P.E. Vreeland Design Associates Re: Scott Keiter Residence,573 Sylvester Rd,Florence,MA: Structural review of proposed house plans. Dear Chuck, I have been consulting with Scott Keiter and reviewed the architectural plans prepared by the Alexander Design Group, dated 7/15/16, and the structural plans prepared Doug Hodges of RK Miles, Inc. I have also looked at the masonry chimney acting as a structural support for the screen porch ridge beam. The section of chimney that will be supporting the ridge beam, with a potential load of 3600 lbs, will be masonry block with a 3`iz'x3 vi"x; "angle steel lintel installed directly below the ridge beam.The lintel will extend across the width of the chimney and will distribute the ridge load to the masonry blocks.The masonry chimney will be constructed as a structural wall and detailed such that the end of the ridge beam will be a minimum of 12" from the chimney flue lining as noted in your email and the 2009 IRC: R1001.12; Exceptions: 2. Based on my review and calculations t have determined that the proposed structural plans meet or exceed the structural requirements of the current residential building code. Please contact me if you have any questions or need additional information. Sincerely, Baa°f MAss'6 ?cr DAVID A. "se ��� `, J • I VREELAND -�-.J X9.,.�..+++..��� CIVIL No.4631) David Vreeland, P.E. �- Vreeland Design Associates TEFOFsrcP`q`� '48/ORAL ESS 116 River Road, Leyden, MA 01337 Phone: (413) 624-0126 Email: dvreeland@verizon.net Fax: (413) 624-3282 CS swmro^,m✓„a I mad 21 KeiSsScottKci ter-Level 8 2-26-16 tottemewa costes 5.4(24mYianai,Oamlfir!SSS I of 12 Member Data �j / Description:Ca1cB2 Scf.eN !&RCI\ Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope: 0.00 t 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: BC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.8 PLF Filename: C:AKMWTJOBSA Other Loads Type Gib. Other Dead (Description) Side Begin End Width Start End Stan End Category Replacement Uniform(PLF) Top 0' 0.00" 2' 2.50" 0 64 Uve Replacement Uniform(PLF) Top 0' 600" 2' 2.50" 156 0 Snow Replacement Uniform(ELF) Top P 0.00" 17 8.25" 0 1 Uve Replacement Uniform(PLF) Top 2 2.50" 17 8.25" I 85 Uve Replacement Unilorm(PLF) Top 2' 2.50" 17 8.25" 207 0 Snow Point(LBS) Top 2' 4.00" 31 0 Snow Point(LBS) Top 2' 4.00" 0 84 Uve Point(LBS} Top IT 3.63" 35 10 Snow I .. t If f / _...... © 0as Q e1112 l7 0 4 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift I a 0.000" Wall LVL'PSL(DF/SP) End-Grain(1000psi) N/A 1,500" 8934 -. 2 e' 8.500' Wall LVL/PSL(DF/SP) End-Grain(1000psi) N/A 2.503" 31924 3 17 &250" Wail LVLrPSL(DF/SP)End-Grain(1000OOsi) N/A 1.500" 10194 -- Maximum Load Case Reactions VM m,appin9w !WS To,pop bads,ID aeyinamae beLive Snow Dead 1 2# WI* 3134 2 OM 21.994 I003# 3 24 711# xe# Design spans 9 3.895 8' 7.125• Product: Spruce-Pine-Fir #2 2 x 12 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 C-escity Location Loading Positive Moment 1576/# 5306:4 29% 13.86 Total Load 0+5 Negative Moment 2709:# 5306.4 51% 8.71' Total Load D+S Shear 1323.# 3493.4 37% 8.72' Tota Load D+S LI.Deflection 0.0221" 0.2865" L'999+ 13.43' Total Load S TL Deflection 0.0315 64297" V999+ 13.86' Total Load 0+5 CMrot Negatko Monsnt Dots_ live=1CM Sraw`1156 Root=125'6 Wind,)B0% This mamba has peen designed in accordance will,NDS boy AN eau e„,ensaw t,ademaMsm neer iamenpveasee's Doug Hodgins rk Miles Inc 0.22,0w W u.upw,5mm ATI taC $RESEOVE021 West$I. reaevsde m Oda ars a" * u ee des joie stip: West Hatfield Ma. CS Su-Lc:et:Olen.I levied KarcrScotrKetter-Level 8 7-26-6 inOtanrvw'33l&,A 8:4finm `. Mamasonom,e ins 2 of i 2 Member Data [^ I Description:CaICB3 Sc/tcew t6COk Member Type: Beam Application: Roof Comments: Top Lateral Bracing: Continuous Slope'. 0.00/ 12 Bottom Latera(Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 6.8 PLF Filename:C:\KMWWOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Wdth Start End Start End Category Replacement Uniform(PLF) Top 0 0.00" 19'11.50" 79 24 Snow Point(LBS) Top 0' 550" 0 1 rive Point(IBS) Top 0` 5-50` 1 97 Live Point ILES) Top 0 6.50" 238 0 Snow Point(LBS) Top 9'11.75" 7 1159 Live Point(LBS) Top 9'11.75" 2590 0 Snow Point(LBS) Top 19' 6.88" 35 10 Snow /Q salz a seo / salz 01 1911 9 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall LVLPSL(DP/SP)End-Grain(1000psi) N/A 1.500" 323# — 2 6' 8.750" Wall LVL'PSL(DF/SP)End-Grain(1000psi) N/A 2.310" 2945# -- 3 13' 2.750" Wall LVDPSL(DF/SP) End-Grain(1000psi) N/A 2.310" 2945# — 1 4 19'11500" Wall LVL/PSL(DASP)End-Grain(16C0psi) N/A 1500" 324 -2# Maximum Load Case Reactions Utti ie,stitttg m!m loses M I!re!oa69 to oat?"mambea Live Snow Dead I co nal 864 2 atl 20584 9974 3 44 205?it 88T# 4 Or 35.1` Design spans 6' 4.125' 6' 6000' 6' 4.125" Product: Spruce-Pine-Fir #2 2 x 12 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 4376:# 5306'# 82% 9.98' Toad Load D+S Negative Moment 2299.'# 5306.'# 43% 6.73' Total Load DRS Shear 2130.# 3493.# 60% 6.74' Total Load DRS LL Deflection 0.0284" 0.2167' 0999+ 9.98 Total Load S IL Deflection 0.0411° 0.3250" Li999+ 9.98' Total Load 0+5 Cairn,: Positive Moment GOts: Uive=100% Snovr-ll Roof l25% W!M.160% Tts member hm been designed in accordance with Nl)S 2095 All mean renege lade a.s4 me.,,,ww,.p cabs, Doug Hodgins Mitte =k Miles Inc. ConnNtat Cr Soils atsraito nna 4 nu nao'code. ¢m:omne spansgpnlha eet.me 21 West St. onion nun te c apo epanor@mdee4v ons as ran aemo.amap:oaeSOaouon ar.z.peoanpa,v,e, a�ssaaon. West Hatfield Ma. m sa1.m5.a52,851186151 u KeiterScottKdler-Level 8 7-36-16 k.7555570455520155757 5.157.5551513aa ew 1555 9:46am 3 o112 Member Data tveif Description:CalcB4 / Member Type: Beam Application: Roof Comments: FRT-D$ Top Lateral Bracing:Continuous Slope: 0.001 12 Bottorn Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: C\KMWWOBS\ Other Loads Type Trib. Other Dead {Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0,00" 4' 3.50" I 64 Live Replacement Uniform(PLF) Top 0' 0,00" 4' 3.50' 212 0 Snow Replacement Uniform(PLF) Top 0' 0.00" 12' LW" 0 I live Replacement Uniform (PLF) Top 4' 3.50" 5 3.50" 1 61 Live Repacement Uniform(PLF) Top 4' 3.50" 5' 3.50" 200 0 Snow Replacement Uniform(PIE) lop 5' 3.50" S' :.50" 0 53 Live Replacement Uniform (PLF) Top 5' 3.50" 6' 3.50" 174 0 Snow Replacement Uniform(PLF) Top 6' 9.50" 7 3,50" 0 48 Live Replacement Uniform(PIE) Top 6 3.50" T 3.50" 156 0 Snow Replacement Uniform(PLF) Top T 3.50" 8' 3.50" 0 42 Live Replacement Uniform(PLF) Top 73.50" 8' 350" 139 0 Snow Replacement Uniform(PLF) Top 8' 3.50" 9' 3.50" 0 37 Live Replacement Uniform(PLF) Top 8' 9.50" 8' 3.50" 121 0 Snow Replacement Uniform(PLF) Top 9' 3.50" 10' 3.50" 0 31 Live Replacement Uniform(PIE) Top 9 3.50" 10' 3.50" 104 0 Snow Replacement Uniform(PLF) Top 10 3,50" 11' 3.50" 0 23 Live Replacement Uniform(PLF) Top I0' 3.50" 11' 3.50" 77 0 Snow Replacement Uniform(PLF) Top tY 3.50" 17 7.50" 70 21 Snow Point(LBS) Top 12' 0.38" 1 230 Live Point(LBS) Top 12 0,38" 478 0 Snow LB } _. 12 7 8 ° ..-_. Cr r 12 7 8 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 P 0.000" Wall LVL?PSL(DF/SP)End-Grain(1000psi) N/A 1.500" 1526# 2 12' 7.500" Wall LVVPSL(DF/SP)End-Grain(1000psi) N/A 1.500" 1796# - Maximum Load Case Reactions ed IN apalymg LO'Live w e o�is SnowambP6 Dead 2 3a x 1110 3# a+s# - 2 124168 Design spans Product: 1-3/4x11-7/8 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 4034.'# 24466.# 16% 5.53' Total Load D+S Shear 1239.# 9081.6 13% 0.23' Total Load 0+13 IL Deflection 0.1025" 0.5906" L/999+ 6.12' Total Load ENS LL Deflection 0.0740" 0.3937" L999+ 6.12' Total Load S u'umow 5amee am aademaee time,+ use.e rn ers Doug Hasidim rk Miles Inc. w smc tan' ms OHr rt,F o. 21 West 51. axis sm P �9 op 9 'a4 Corand Span .lea on I- e a u sen[egret near a ed to aw a a. , e e man" uresm552 555555 West Hath dMa ®.t . CS Sim amen'2016o.1(Budd 2] MeiterScotKeiter-Level R 7-26-16 1 kniB5,551Ligtre 411650a Mama+Danny. 8 46a 4 of l? Gavot:: LI.Detlection Cotsuve=1 Snow665% aoot425% WMr160% Manufacturers Installation guide MUS f be consulted to'multi ply connection details and alternatives All wind names art uadwama of me,,.w.uwo oa[m. Doug Hodgins -lc Miles Inc crnmrcr- n eer were vm W. ` 21 West St. Ide „ 2-118`88888°12 aa„mm a er s^oasfelana : a orvweo., e.ry d a.� erooa. . yc�,nyoo a a. es eica on& West Hatfield Ma. cs Svmwrev iresuaoiw-1 KeiurScou KEG,-Level8 7-226-16 Da111*...mi Matam 8:46am Mar mtaa i559 1 5fir la Member Data // y'' Description:CalcBS Lt"C/+v'1 Member Type: Beam Application: Roof y1GCR Comments: Top Lateral Bracing: Continuous Slope: 0.00 f 12 Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 18.1 PLF Filename:C3KMW WEBS\ Other loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 18 0.00" 0 1 Live Replacement Uniform(PLF) Top 0' 0.00" i' 4.00" 70 21 Snow Replacement Uniform(PLF) Top 1' 4.00" T 4.00' 0 24 Live Replacement Uniform(ALF) Top i' 4.00" T 4.00" 78 0 Snow Replacement Uniform(PLF) Top 2' 4.00" 3' 4.00" 0 32 Live Replacement Uniform(PLF) Top 2' 400" 3' 4.00" 104 0 Snow Replacement Uniform(PLF) Top 3 4.00" 4' 400" 0 37 live Replacement Uniform (PLP) Top 3'4.00" 4 4.00" 122 0 Snow Replacement Uniform(PLF) Top 4' 400" 5' 4.00" 0 42 Live Replacement Uniform(PLF) Top d' 4.00" 5 4.00" 139 0 Snow Replacement Uniform(PLF) Top 5' 4.00" 6 4.00" 0 48 Live Replacement Uniform(PLF) Top 5' 4.00" 6' 4.00" 157 0 Snow Replacement Uniform (PLF) Top 6' 4.00" T 4.00" 0 53 Live Replacement Uniform(PLF) Top 8' 4.00" T 4.00" 175 0 Snow Replacement Uri form(PtF) Top 74.00" d 4.00" I 61 Live Replacement Uniform(PLF) Top 7 490" a 4.0" 201 0 Snow Replacement Uniform (PLF) Top 8' 4.00" 14'10.00" 1 64 Live Replacement Uniform (PLF) Top 6 4.00" 14'10.00" 212 0 Snow Replacement Uniform(PLF) Top 14'10.00" IS' 0.00" 1 53 Live Replacement Uniform(PLF) Top 14'1.00" IS 0.00" 175 0 Snow Point(LBS) Top 0 7.13' 1 230 Live Point(LBS) Top 0' 7.18' 478 0 Snow G- I - _ . . .. m ith ....._. eoa 0 m le 00 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaclfen Uplift 1 0' 0.000" Wall LVLPSL(DFt5P)End-Grain(10Gssi) N/A 1,500- 25124 2 I? 0,000" Wail IVLPSL(OFSPI End-Grain 7i00Opsi) NtA 1.500" 2243# - Maximum Load Case Reactions uvea m,aoeir'•Q w!m Twos int imeiaeo4Io c>'riw members Live Snow Dead 1 54 1537 7754 2 54 1535, 6484 Design spans 1s 9.750' Product: 1-3/4x11-7/8 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assures continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading PositiveMoment 9292:4 36167.'# 24% 9' Total Load 6+S Shear 1998.# 13622.# 14% 16.57 Total Load D+S TL Deflection 0.3187" 0.8406" [1632 9' Total Load D+S LLD-fleeter) 0.2362' 0X:805 0001 0' Total Laid C All ph°° Doug Hodgins .vma , vy r cava, 1 acre s hMies Inc. beam a draw ng fade's darhdar dear rgeda log Oar ridding a)ro:tone gda Scansaged an Vas Per The 1 West St. 0era^msmr a Dees o deaeo4.sson.55 ever on rhi et ap dMignied"'dar,neind "cording to die"reneger"""etme oz West Hatfield Ma CS 3vuciurr ¢Sl Mute el Kei terSmu Kei ter-Level$ t+rP.+mt(atcaa o.t At ,Nvmvk(kuWc 1sts $46am ..... _ 6 of 13 Contra: LL Deflection Dols: uve+t.1OG% snow=115% Roo6125% Winc=750% Design assumes a repetitive member use Increase in pending stress. 4% Manufacturers installation gerde OKi$T be cconsubtxf or ruin-„p v caaw.lion detests and Sterreiies MI n,adure oamw the TahleTadha or menm:nmee n.hnO Doug Hudgins answagmm> ?5 maSeam crows meu Awns esscevea =k Mficti The. a'+�asMsiiec m,ne»nertarmaarahn a,a�r mm on Madonna Meals mcnematMOM_neraibmaus mmnpmnmione anoswwusaa on ma wen.11,a 21West St. sow)mna bereviaeeo op A fess lied deer spar ntlpn Mans omd as recunyO OF samosa!ThisOman asumee panus TOAI ams ammasa sameurasecncenonc West Hatfield Ma. CS SlnxIureTM X/!21(Budd 21 KelterScortKei ter-Level 8 7-26-16 m 8mmLnyne 2216502 .lavriab oaoum tied 8:46am 70112 Member Data ((� Rite/ Description:CalcB22 .�C(tQ .4! 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 PLE Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight 6.8 PLF Filename: C:\KM W\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Wdth Start End Start End Category Replacement niform(PLF) Top 0' 0.00 7 5.50" 1 85 Live Replacement Uniform(PLF) Top 0' 0.00 7 5.50" 207 0 Snow Replacement Uniform(PLF) Top 0' 0.00 17 8.25" 0 1 Live Replacement Uniform(PLF) Top T 5.50 15' 5.75" 0 70 live Replacement Uniform (PLF) Top T 5.50 15' 575" 171 0 Snow Replacement Uniform (PLF) Top 15 5.75 17 8.25" 0 48 Live Replacement Uniform(PLF) Top 15 5.75 17 8.25" 118 0 Snow Point(LBS) Top 0' 5.50 91 27 Snow Pant(LBS) Top 7' 5.00 3 432 Live Point(LBS) Top T 5.00 1118 0 Snow Point(LBS) Top 7' 5.50 0 1 live Point(LBS) Top 7' 5.50 1 55 Live Point(LBS) Top 7 5.50 181 0 Snow Point(LBS) Top 15 4.25 31 0 Snow Point(LBS) Top 15' 4.25 0 84 Live I �.�a r �� m"�¢:4 "tax �saanzax: 7212 190 888 0 0 1784 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000' Wall LVL/PSL(DF/SP)End-Grain(1000psi) N.A 1.500" 964# -- 2 7 2.750" Wall LVL/PSL(DF/SP)EndGrain(1000psi) WA 2.313" 2949# -- 3 8'11.750' Wall LVL/PSL(DF/SP)End-Grain(1000psi) N/A 1.500" 1745# -- 4 17 8250" Wall LVILPSL(DF/SP)End-Grain(1000psi) N/A 1.500" 795# - Maximum Load Case Reactions used ro,Applving:08 881s2511re tartan to �r LiveSnow Dead 1 2k 675* 2830 2 6# 21314 818# 3 34 1155# 590# 4 1# 511# 284# Design spans e 10.125" Product: Spruce-Pine-Fir #2 2 x 12 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 1436:4 5306.'4 27% 13.97 Total Load D+S Negative Moment 1724:4 5306:# 32% 8.98' Total Load D+S Shear 10204 3493.# 29% 8.99' Total Load D+S LL Deflection 0.0196" 0.2774' L/9994- 13.56' Total Load S TL Deflection 0.0298" 0.4161" .1999+ 13.56' Total Load D+S Al proau names ae 186e,.85s of t18 , 52asnor, Doug Hodgi ns rk Miles Inc. defined as2ren the Co#411 tO2loor psi beam q Sim Strong company Ine.nLL RIGHTS P.ESERVEO 21 West Si' - asyn sce,erie�e by aunaxem Qe 9n or des„nm n.�onmee�eiroo Insapwo"m Th�edefi ma laeCraddu .�SSailorvo aoe.d Mg i°the ma.urmw,as.�o��pon& West Hatfield Ma. • w Struccurem tllfle l LOwaa1 KeiterScotKeiler-Level 8 kmacamOlone 2016. .0.27-26-16 .MaCerw,Dambabe lar 8:46am 8 of 12 Contra: Negative Moment DOLS: liv100/ Snow=Il5% Rce6125% W'+S160% This member has been designed in accordance with NDS 2105 All nmpam names are ianmaMaai Eher,amecii„Danes Doug Hodgins .zy Simpson slmane Company ms.ALL RIGHTS RESERVED rk Miles Inc. "Samna definea aswhan the beam p 21 West St. desm ma,be rea sae na,as cagy lad ton appovai in s deRan assume pras.tinea re manulavynel a apes-. eons. West Hatfield Ma. CS 29699't 31165.1 69912j KeiterscouKei to-Lcvcl 8 7-26-16 199Bea8989,8201659.2 Maremh osomY s-s 8:46am ��vv 9 of 12 Member Data Ffi'etia qcent Description:CalcB37 P"'11lJ v Member Type: Beam Application: Floor Comments: 64Tist2ill Top Lateral Bracing: Continuous Jf Bottom Lateral Bracing: Continuous Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 40.5 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Wdth Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00 0 9.00' 142 70 Live Replacement Uniform(PLF) Top 0' 0.00 6 3.00" 251 84 Live Replacement Uniform(PLF) Top 0' 9.00 3 9.00" 142 70 Live Replacement Uniform(PLF) Top 3 9.00 6 3.00" 278 70 Live Replacement Uniform (PLE) Top 6 3.00 7' 6.00" 662 193 Live Replacement Uniform(PLF) Top T 6.00 10 4.00" 624 185 Live Replacement Uniform(PLF) Top 10' 4.00 13 6.00" 598 174 Live Replacement Uniform(PLF) Top 13' 6.00 14 5.00' 640 184 Live Replacement Uniform(PLF) Top 14' 5.00 17 3.00' 280 70 Live Replacement Uniform(PLF) Top 14' 5.00 18 6.00' 240 67 Live Replacement Uniform(PLF) Top 17 3.00 18 6.00" -53 -13 Live Replacement Uniform(PLF) Top 173.00 18600" 40 13 Live Replacement Uniform(PLF) Top 17 3.00 19 6,00" 27 7 Live Replacement Uniform (PLF) Top 18' 6.00 19 6.00" -53 -13 Live Replacement Uniform(ALE) Top 18' 6.00 19 6.00" 27 7 Live Replacement Uniform(PLF) Top 18' 6.00 19 6.00" 40 Live Point(LBS) Tap 6'11.63 0 Live Point(LBS) Top 6'11.63 a 0 Snow Point(LAS) Top 7 4.25 - 89 119 Live Point(LBS) Top 13' 7.75 88 120 Live Point(LBS) Top 17 1.25 890 0 Snow Point(LBS) Top 171.25 380 743 Live Point(LBS) Top 18' 7.75 -1727 0 Snow Point(LBS) Top 18' 7.75 417 -730 Live 1 _ / f,r, It . g` 19 6 0 7 ° 19 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift I 0' 0.000" Wall LVL/PSL(DF/SP)End-Grain(1000psi) N/A 2.265" 11891# -- 2 19' 6.000" Wall LVDPSL(DF/SP)End-Grain(1000psi) WA 1.954" 102574$ -2006# Maximum Load Case Reactions U.d lot api1660 line idaaa to ��Live m Snow Dead I 5109# 5170# 4188# 2 5517# 3572# 3664# Design spans 1a 1.75C Product: 1-3/4x20 VERSA-LAM 2.0 3100 SP 4 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 20071bs at bearinL2 and ensure that the structure can resist appropriately. ui o-odud.names am t.ade,,so-.mheir exeesue owners Doug Hodgins CoyCoyn gbucl 296 by Simpsoneq Sbt -n6 Company incALL FIGHTS aeSaavec rk Miles Inc. or g,w wngm 21 West St. Gagn be,e.iermdr akda1�eddesgnaordeesn ram 009 as 5056#arawm.ar Th„a°5gt999190956®llend.9999 Co the mad.uamers 9600 9099 West Hatfield Ma. CSSu-suss'ro1e3l[Relent KeiterScouKeii ler-Level S 7-26-16 kmecambrc 2116561 8:46am SIa¢oa1 D 1`_555 10 of 12 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 68908.# 136229.'# 50% 6.97' Total Load D+0.75(L+S) Negative Moment 1365.'# 135229.'# 1% 18.65 Total Load D+S Shear 11075.# 30590.# 36% 0.19' Total Load D+075(L+S) TL Deflection 0.4465" 0.9573" L'514 975' Total Load D+0.75(L+S) LL Deflection 0.2912" 0.6382" L/788 975' Total Load 0.75(L+S) Central: Positive Moment DOLs: uve-leo a snow 115 and=125 o Wind=160% Design assumes a repetitive member use increase in bending stress. 4% Manufacturers installation guide MUST be consulted for muIlijly connection details and alternatives AM product names are nademarks of mel„emenwe nese Doug Hodgins rk Miles Inc. Copninget p9een lad SimbEalll O. pson simng-Teampany mc.Au mo„rt nsssevEDbee21 West SI. deer mag be reviewed qisdefined as uSe Tenho.a auanned damp a o,Magn poremonal sates-sea for e shown on mare'vaLaT applicabledgnmine envie for CWaWLoading d ng le Ina manuaturer heed on rcis atolex The ennnam aminesproduct to, stations, aa con Conditioner manufactureres a, ane 21 West St. Ma. • CS Suucrurcn 201651[Reda 2] Kei terScou Kei or-Level 8 7-26-16 mm canRnurc 2016362 1larenais Database 1555 8:46am 110112 Member Data Description:CalcB45 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: L/360 live, L/240 total Dead Load: 0 PLF Deck Connection: Nailed Member Weight: 12.0 PLF Filename: C:\KMW\JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Stan End Category Replacement Uniform(PLF) Top 0.00" 1 4.00" 63 19 Snow Replacement Uniform(PLF) Top 0.00" 2 7.00" 0 1 Live Replacement Uniform(PLF) Top 4.00" 4.00" 0 23 Live Replacement Uniform(PLF) Top 4.00" 4.00" 71 0 Snow Replacement Uniform(PLF) Top 4.00" 4.00" 0 28 Live Replacement Uniform(PLF) Top 4.00" 4.00" 88 0 Snow Replacement Uniform(PLF) Top 4.00" 4.00" 0 32 Live Replacement Uniform(PLF) Top 4.00" 4.00" 99 0 Snow Replacement Uniform(PLF) Top 4.00" 4.00" 0 35 Live Replacement Uniform(PLF) Top 4.00" 4.00" 110 0 Snow Replacement Uniform (PLF) Top 4.00" 4,00" 0 38 Live Replacement Uniform(PLF) Top 4.00" 4.00" 121 0 Snow Replacement Uniform(PLF) Top 4.00" 4.00" 0 42 Live Replacement Uniform(PLF) Top 4.00" 4.00" 132 0 Snow Replacement Uniform(PLF) Top 4.00" 4.00" 0 45 Live Replacement Uniform(PLF) Top 4.00" 4.00" 143 0 Snow Replacement Uniform(PLF) Top 4.00" 4.00" 0 48 Live Replacement Uniform(PLF) Top 4.00" 4.00" 154 0 Snow Replacement Uniform(PLF) Top 4.00" 1 4,00" 0 53 Live Replacement Uniform(PLF) Top 400" 1 4.00" 170 0 Snow Replacement Uniform(PLF) Top 1 4.00" 2 7.00" 216 0 Snow Replacement Uniform(PLF) Top 1 4.00" 2 1.00" 1 67 Live Replacement Uniform(PLF) Top 2 7,00" 2 7.00" 239 0 Snow Replacement Uniform(PLF) Top 2 1.00" 2 7.00" 0 96 Live Replacement Uniform (PLF) Top 2 7.00' 3 7.00" 105 0 Snow Replacement Uniform(PLF) Top 2 7.00" 3 7.00" 152 90 Live Replacement Uniform(ELF) Top 3 7.00" 4 1.00" 0 96 Live Replacement Uniform(PLF) Top 3 7.00" 41 7.00" 239 0 Snow Replacement Uniform(PLF) Top 3 7.00" 65 2.00" 0 1 Live Replacement Uniform(PLF) Top 4 1.00" 54 10.00" 1 67 Live Replacement Uniform(PLF) Top 4 7.00" 54'10.00" 216 0 Snow Replacement Uniform(PLF) Top 54'10.00" 55 10.00" 0 53 Live Replacement Uniform(PLF) Top 54 1000" 55'10.00" 170 0 Snow Replacement Uniform(PLF) Top 55'1000" 56'10.00" 0 48 Live Replacement Uniform(PLF) Top 55'10.00" 56 10.00' 153 0 Snow Replacement Uniform(ELF) Top 56'10.00" 57 10.00" 0 45 Live Replacement Uniform(PLF) Top 56'10.00" 57 10-00" 142 0 Snow Replacement Uniform(PLF) Top 57'10.00" 58'10.00" 0 42 Live Replacement Uniform(PLF) Top 5710.00" 58'10.00" 131 0 Snow Replacement Uniform (PLF) Top 58'10.00" 59'10.00" 0 38 live Replacement Uniform(PLF) Top 58'10.00" 59'10.00" 120 0 Snow Replacement Uniform (PLF) Top 59'10.00" 60'10.00' 0 35 Live Replacement Uniform(ELF) Top 59'10.00" 60'10.00" 109 0 Snow Replacement Uniform(PLF) Top 6010.00" 61'10.00" 0 32 Live Replacement Uniform(PLF) Top 60'10.00" 61'10.00" 98 0 Snow Replacement Uniform(PLF) Top 61'10.00" 62'10.00" 0 28 Live Replacement Uniform(PLF) Top 61'10.00" 62'10.00" 87 0 Snow Replacement Uniform(PLF) Top 62'10.00" 63'10.00" 0 23 Live Replacement Uniform(PLF) Top 62'1000" 63'10.00" 71 0 Snow Replacement Uniform(PLF) Top 63'10.00" 65 2.00" 63 19 Snow Point(LBS) Top 0 7.13" 0 1 Live Point(LBS) Top 0 713" 0 4 Live Point(LBS) Top 0 713' 9 3 Snow Point(LBS) Top 0 7,13" 15 0 Snow Point(LBS) Top 0 7,13" 54 16 Snow Point(LBS) Top 10 5.75" 1 158 Live Point(LBS) Top 10 575" 233 0 Snow Point(LBS) Top 24 2.50" 718 0 Snow Point(LBS) Top 24 2.50" 530 594 Live Point(LBS) Top 25 6.25" 0 57 Live Anproduct names are eadern,o-sor thee res&,ceve owlets Doug Hodgins cobybm vio 2016 by Simpson suco cngsen mpanmau ES y . RIGHTS RESERVED rk Miles Inc. 'Pea ars sensed assees 15e"'emoer.ndar pl,team or 5Mer,,shoe"on leee dm.ngmeetsapplcabla deegn omena rot eads Loading condi[ ns and Span$It MOO on tmsmeet-Te 21 West St. seagn mug be reviewed ra(leaned designer or desgn.mlemenai as reOi¢d ior:west mmsdengn aa.mes pucuci agadabdn aewmg(C lee menurec.um,s eeeci1icalione West Hatfield Ma. CS cananc_or mac:tenon KeiterScouKei res-Level R ;MlvmUeim 20Uk O.: -NJ-l5 NUSkla(a¢Mm IFS $46119 12pt 12 Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 25 7,88" 0 55 Live Point(135) Top 39 6.13" 0 55 Live Point(CBS) Top 39' 7.75" 0 57 Live Point(LBS) Top 40'11.50" 718 0 Snow Point(LBS) Top 40'11.50" 530 594 Live Point(LBS) Top 54 8.25" 1 154 Live point(LBSI Top 34' 825" 218 0 Snow Point(LBS) Top 64' 6-83` 0 1 Live Point(LBS) 0 4 Live Point(LBS) Top 6d 688" 9 3 Snow Point(LBS) Top 64' 6.88" 15 0 Snow Point(LBS) „, ,,, 54 16 Snow an .__ J, J. Iso y - 1" 1110 1440 1440 1440 111a 7 ® (5Gl 0 c� 65 2 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 'I 0' 0.000" Wal LVLPSL(DF/SP)End-Grain('1000psi) N/A 1.500" 452# -- 2 11' 1.000" Wal LVL/PSL(DF/SP')End-Grain(I000psi) N/A 1,563" 41030 - 3 25' 5,000" Wal LVLPSL(DFSP)End-Grain(1000psi) N/A 2.121" 55674 -- 4 39' 9.060" Wai LVLPSL(DF/SP)End-Grain(10Ct'isi) N,/A 2,123" 55708 - 5 54' LOCO" Wal LVLPSL(DF/SP)End-Gran(t000ps0 N/A 4551" 40874 -- 6 65 2000" Wal LVLPSL DFLSP End-Grain 1000. it N/A 1.500" 4484 -- Maximum Load Case Reactions Lla'I lm acct'N r°^1 loads cis lcawl°caws("mama Live Snow Dead 348 2954 157# 2 -1334 29524 1152# 3 1706# 2666# 2048# 4 1706# 29664 2053# -133# 26135# 1152# 6 34# 292# 1564 Design spans it 5875' i4' 4{YA 14' 4000' 14 4631' 104 5875" Product: 1-3/4x11-7/8 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 37224 24466.'# 15% 4592' Total Load Da-S Negative Moment 5497.1 24466:4 22% 39.75 Total Load D+0.751E.S) Shear 30741 9081.4 33% 39.76' TSS Load D+S TL Deflection 0,1111' 0,7167" 11999+ 4692 Total Load D+S LL Deflection 0.0864" 0,4778" 11999. 46.92' Total Load S Contrd'. Shear Doti Live=167/" ScN lI53' Roan 125% Wi2141624 Manufacturers Salesian nude MUST be°routed for mc4h-py connection Mails am alternatives AM vodncl mamas nn,.adema..,"l th0,41merlwn eaav Doug Hodgi ns I wr.§n moneys nomsma,mne==ter rroV V Reauw.u€Ss¢Ev rk Miles Inc.-1Vmry rc deified ca p ua�tt ek Iv Aann n[6 21 Weal9I. vvv 9 be rev ied inn q p m mal as,a tl I. w P rn'141n q..a_mn ue s ci ca oat � West Hoar Ma.