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36-375 199 EMERSON WAY BP-2017-1017 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36-375 CITY OF NORTHAMPTON Lot:-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-2017-1017 Project# JS-2017-001756 Est.Cost:$390000.00 Fee: $1876.10 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq. R.): 13764.96 Owner: ADAMS ELEANOR Zoning: Applicant: GREGORY QUILL AT: 199 EMERSON WAY Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695-4195 WC HADLEYMA01035 ISSUED ON:3/31/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:NEW SINGLE FAMILY HOME - 2789 SQ FT 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 St Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/31/2017 0:00:00 $1876.10 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-1017 - APPLICANT/CONTACT PERSON GREGORY QUILL 0\c ADDRESS/PHONE 23 E HADLEY RD HADLEY (413)695-4195 P t1} PROPERTY LOCATION 199 EMERSON WAY MAP 36 PARCEL 375 001 ZONE THIS SECTION FOR OFFICIAL USE 0 - . PERMIT APPLICATION CHEC ST \Cy CLO D RtdtDUi D DATE ZONING FORM FILLED OUT Fee Paid (M d Q.� Building Permit Filled out \;V ,F V Y \`V Fee Paid Typeof Construction: NEW SINGLE FAMILY HOME- Po SQ F'F� New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 105857 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: /Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management 72-la 3 9— / 7 Signature of Building 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 r\`10 City of Northampton Status of Permit \ Building Department Curb Cut/Driveway Permit Cr 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office t c>\ G \rn Q CS pyo \Ain Map Lot a,ci. Unit n o it.Ah+vI 0vN cm A CJ (0 W 0 Zone Overlay District Elm St District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Fl eQvin ( C. pcartw.S 1a. ‘2.., Q v\k-Q \\AA r (-V'n/ P Name(Fy' /) /� Cure r Mailing Atltlress: _ [[[L/ 11...._/L� EnYYV..v rens: r�,� CA C�(n03.1-.. Telephone Signature '8 (QC) (o,'1 •- o? q ( 2.2 Authorized Agent: .(2\r vvv`utvtri I LC Grvq C tl, l1 _ - IIt ( ► ■. .� •' • • C Name( rnt) Current Mailing Address: C--5n - (.� L1l <4(3) 695--4 ( 9 3- Signature Teephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant _ 1. Building (a) IA Building Permit Fee 2. Electrical (b)Estimated Total Cost of 14.O I O O O . Construction from (6) 90 t O C)Q 3. PlumbingBuilding Permit Fee IL_ () On 4. Mechanical(HVAC) l 5. Fire Protection )x 0 , U ( (--, 6. Total=(1 +2+3+4+5) -2-‘ O (..3 (, Check Number 3077 I, &/'9 (0 This Section For Official Use Only Date Building Permit Number: Issued: Signature: Building Commissioner/Inspector of Buildings Date Section 4. ZONING Alt Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 13) C4Q Frontage 7J0 Setbacks Front So Side L: LO R: 20 L: R: Rear 40 Building Height 33 Bldg.Square Footage a--)B9 a L i Open Space Footage (Lot area minus bldg&paved 3("DO . 50 parking) #of Parking Spaces 4 Fill: (volume&Location) A. Has a Sp "al Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW l YES l IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW O YES l IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NODONT KNOW O YES l IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained l , Date Issued: C. Do any signs exist on the property? YES O NO ci 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 lJ IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,ex vation, or filling)over 1 acre or is it part of a common plan l that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTIONRI/ OF PROPOSED WORK(check all applicable) New House (V( Addition ❑ Replacement Windows Alteration(s) n Roofing El Or Doors O Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks ID Siding[o] Other SOI Brief Descriptipfl of Proposed - Work: Thy-11t FCOMxA1 VZpWvQ — YvQW c OV1Sf-Yw..k InVA Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ga.if New house and or addition to existing housing,.complete the following. a. Use of building: One Family \// Two Family Other b. Number of rooms in each family unit: p Number of Bathrooms 9 c. Is there a garage attached? 1 Q d. Proposed Square footage of new construction. a1 Q C( Dimensions 52. )( 5- o e. Number of stories? a o f. Method of heating? 3o..<,-- A Li-C-..\--e e \nV Cc! i epla or Woodstoves G CA S Number of each 9. Energy Conservation Compliance.pC (� Masscheck Energy Compliance form attached? \ 1 42...SS h. Type of construction W O O d \ c A \'‘Q k / i. Is construction within 100 ft. of wetlands? Yes \( No. Is construction within 100 yr. floodplain Yes \ No j. Depth of basement or cellar floor below finished grade 1 / k. Will building conform to the Building andndZoning regulations? ‘.,/ Yes No// I. Septic Tank City Sewer ./ Private well City water Supply V SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, C ` Q u v\n( C A & Q V\A ( as Owner of the subject property //'� p hereby authorize la ry C, d MAC\R cyttJ \ 12 TOSe W\UNA(' 1---1.-0--/ to act on half, in ma rs ative to work authorized by thio building permit ap Hoak; 7— Signature of Owner c:2\ � 1 Date 1 I. -� (Q et C�V t t 1 f l Cs ?vv.k A VA O, L-L� , as Owner/Authorized Agent hereby de l re that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. ( r2 q q t ),AA Print Name .;ladSignature of OvmerlAg Date SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction L Supervisor:T /� Not Applicable 0 Name of License Udder': G✓Q • Out I \ / iDSR )-) License Number t 1kac1k P—CitVb \-e\ MP\ nlc?c- I-1.-a.`t--1 -1 Address Expiration Date CctkJ �tt3 G9 'I- 819 Signature Telephone 9, Reaistered Home Improvement Contractor Not Applicable 0 Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the buildi g permit. Signed Affidavit Attached Yes No 0 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 108.3.5.1. Definition of Homeowner: Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers'Compensation) and Chapter 153(Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature City of Northampton 212 Main Street, Northampton, MA 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 150A. Address of the work: IS E nn \,V ct\.1 The debris will be transported by: a "5 cmv- J` The debris will be received by: Va\\Q y e C.Ls G I y Building permit number: Name of Permit Applicant Rcx pvv\u\r k L LCA Date Signature of Permit Applicant The Commonwealth of Massachusetts n-= Department of Industrial Accidents I —' Office of Investigations =zakIg1 ai 1 Congress Street,Suite 100 Boston,M4 02114-2017 ` www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Nagle(Business/Organization/individual): RCS`-aE' \/VA \KV\p,. L-L-C_, Address: ,)-.3 e pH. cull ley_ � City/State/Zip:_ {-}n A\ -P -A (l LLV- yi- one#: Lf( Co Cj 7 ) C 5 Are you an employer? Check the app opriate box: 4. I am a general contractor and I Type of oject(required): I.❑ I ''a employer with ❑ p(nployees(full and/or part-time).' have hired the sub-contractors 6. eco construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling shipand have no employees These sub-contractors have g ❑ Demolition working for me in any capacity. employees and have workers' [No workers' camp. insurance comp. insurance? 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ 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 12❑ Roof repairs insurance required.] l' c. 152, §1(4),and we have no employees. No workers' 13.0 Other comp. insurance required.] 'Any applicant Mat checks box PI must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors 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'comppolicy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date: 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 ofa fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a 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 of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: -1 LVA n/ q ,Lr A) C Date: .."-§ — /3 --/ —7 L Phone#: // 3 (F) . --I 5 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License tt Issuing Authority(circle one): L Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone 4: Home Energy Rating Certificate Property HERS Rating Type: Projected Rating Certified Energy Rater: David Gagne 199 Emerson Way Rating Date: 2017-03-02 Rating Number: HERS-807 Northampton,MA 01062 Registry ID: Projected Rating: Based on Plans - Field Confirmation Required. Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 55 Heating 43.3 $1060 40% General Information Cooling 0.9 546 2% Conditioned Area 2794 sq. ft. House Type Single-family detached Hot Water 16.8 $237 9% Conditioned Volume 33941 cubic ft. Foundation Conditioned basement Lights/Appliances 25.7 $1310 49% Bedrooms 4 Photovoltaics -0.0 5-0 -0% Service Charges 50 0% Mechanical Systems Features Total 86.7 $2653 100% Air-source heat pump: Electric, Htg: 11.3 HSPF. Clg: 19.1 SEER. Heating: Fuel-fired air distribution, Natural gas, 97.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 14.00 CFM25. Ventilation System Exhaust Only: 83 cfm, 20.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-59.2 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-32.4 Vaulted Ceiling R-44.4 Window Type U-Value: 0.260, SHGC: 0.230 Above Grade Walls R-19.3 Infiltration Rate Htg: 2.00 Clg: 2.00 ACH50 Foundation Walls R-15.0 Method Blower door test TITLE Company Lights and Appliance Features Address Percent Interior Lighting 100.00 Range/Oven Fuel Electric City, State, Zip Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Phone# Refrigerator(kWh/yr) 0 Clothes Dryer EF 3.01 Fax# Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 70.40 REM/Rate - Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 413-587-1570 A Ilepzrtment of Public Works Trench Permit and Sewer Entry Permit shall be required prior tp any construction or connection activity associated with this application. Location: 199 EMERSON WAY LOT 28 Date of Inquiry: 03/01/17 _.- Inquirer with contact info:1111E QUILL/ROSEMUND LLC 413-695-8795 rosemundtic@iyahoo.c Reason for Request: FILING FOR PERMIT TO BUILD SINGLE FAMILY HOPI E N.unicipal Sewer Main in Front of Location: Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Sizi:� of Service Connection: Type of Service Connection: Tie-in to Sanitary Main: Tie-in to Sanitary Stub: Te-in to Private Sanitary: Tie-in to Existing Sanitary Service: Comments: Avc.lrblt 44,'.,.4 17r,v.w Con ew,n City Requires 6" cleanout installed at City Property Line Note:If this availability is for new construction,this form must be hand delivered to Building Inspector. A corresponding"sewer enterance fee" shall be paid prior to making any connection to the municipal sewer system.Arrangements of such intstallation shall be made with the Fie rthimpton Streets Department with a minimum of 5 working days notificaiton. All work shall conform to Northampton Streets Department specifications. Date: 3/43- :14\\)\ µ� S we,: Dept. Foreman V Sewer Entry$ C MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. Northampton,MA 01060 413-587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. Location: 199 EMERSON WAY LOT 28 Inquiry Made By: MARIE QUILL/ROSEMUND LLC 413-695-8795 (Name) (Telephone Number; Da e of Inquiry: 3/1/2017 Fire Line _ Irrigation Domestic X Nunber of Units: 1 Type of Units: Type of Ownership: Single Family X Private - Apartments Condo _ Mull-Family Rental. _ Commercial (Applicant to fill out the above) Muni :i pa Water Main in Front of Location: Yes_ No Existing service to site? Yes No (� Size c f Water Main: !f Material: Age: aO/O Approximate Static Street Pressure: ^— SS PSI Flow Test Conducted: Yes No t/ (If flow test conducted attach results) Size c f Se vice Connection: ( Copper Suggested Meter Size: 4 Cr mm ents: The Water Department cannot guarantee adequate water pressure during_ peak demand times at elevations above 320' - pr Wild- meth on/ - A c)rresponding water enterance fee shall be paid prior to making any connection to the municipal water system. -Arr mge ment of such installation shall be made with the Northampton Water Department within a minir mm of 5 working days notification. -All•vorl::shall conform to Northampton Water Department specifications. `—� de= 3- 1— 17 (Water Superintendent) (Date) /- Water Entry$ -00 Meter$ 130 Radio Read$ 1 3 J cc: City of Northampton Building Dept./Commissioner NOTE:If this availablitiy is for a new construction,it must be hand delivered to the Building Inspr cto • RESTRICTIVE COVENANT iIIIIIIIIP !IIIIIII LJIIIIIIIIIIIIIIl Bk12579Pg_ 16 Page_ 1 or t KNOW ALL MEN BY THESE PRESENTS ner,orded_ 03i211MOI 11I 11r,AM That Eleanor ClairAdams, owner of the real estate at 199 Emerson Way,Northampton,Massachusetts, more particularly shown as described in Appendix A,January 20, 2017. Book 12532, Page 64,hereby Covenants and Agrees to the following: The structure at 199 Emerson Way, Northampton, Massachusetts will be occupied as a single family dwelling unit by persons living as a single family dwelling unit as Per Northampton Ordinance 350-2.1. It will not be used as a two family dwelling without first obtaining a building permit and meeting all the requirements of the City of Northampton Zoning Ordinance and the Massachusetts State Building Code for a newly created two family dwelling or an accessory apartment. 350-2.1 Definition of"Family" FAMILY A. Individual or two or more persons related by blood,marriage, or legal adoption living together as a single housekeeping unit and including necessary domestic help such as nurses or servants. B. A group of individuals not related by blood,marriage,or legal adoption, but living together as a single housekeeping unit. For purposes of controlling residential density, each such group of four individuals shall constitute a single family. Executed as a sealed instrument this .-y 0• 'day of /2.1.14;-r, ,2017. Eleanor ClaireAdams (owner) SIGNATURE WITNESS Commonwealth of Massachusetts Hampshire County SS. On this 72.3``/day of /161.-"l'72',/,7 , 2017, before me, the undersigned notary public, personally appeared Eleanor ClairAdams,proved to me through satisfactory evidence of identificationt?TY: i/r7-- , to be the person whose name is signed on the preceding or attached document in my presence Si_n.tore of otantin MEL).CAREY • lir , Noisy dilb bisetls ALi'L^.rT It I'S: •_ ', P G;C'^P.R 4,, my COMITIblibiexgres - _ MARY Li 121)14-li October 21.2022 boliftFIi I IIII l�HfnlIli et gg=s1I I Neel heiM setFor a a up NI I Pacing Only a1N when p ma fE Needat ext wMs 1111:111111! 5D q4 k g Iretl1Y nrsmfd[�Ig R III a c n rF edvalleyaa ,:�FmN lE (,ll dell, UFPr SIE{fgr y T Coonan T Im ust 6.p¢ YltGM 3 l Tru”I StlM w orad n olr11 '11 qi�e 1liF •I,, varocE 1a all ' N ram cT USP Nusis ree�ir if � iI°Fif E fil i Amin, l $ 4 II I lljpjp55tlyiy ¢P}' .IIIIIIII. TOTE 1 ,o 81/ lS2 �1 ;h Ii d €Fla 11a m 4511 ,a, a l .m �, 1 � If� MeSi Afils ale „ 28 4v, s 1 E e dlllllur m ¢ s m o m mzcE I e'urz'I m o ndIIIIIIr. ^y ego lit E 3' AL mr a mo S .9 7 E a S -, // .ole 5 m o• a Conventionally Framed Living Area a vs l a m Above Garage and Portion of Master Bat l C.7 nIIIIILr Nl6E r n, N .al .11. v„ r a e e, v51 • Ahl. .m , I 1 h 9" I �' I a M C w a a R l e I-1 VW I va I ry CD TOIGE I r . CLD 4y Truss Coniecto Tata]Usti M - Mini Product QN l 1� { zoe HWRB 10 l 25r ,,, rz w DATE02/14117 PAGE 1 REO.QUOTE DATE 02/20/17 ORDER# ORDER DATE / / QUOTE# 170207688 DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# (Nt ORDERED BY Andy Clogston INVOICE I UFP Belehertown, LLC TERMS 155 Bay Road,PO Box 548 Belohedown,MA.01007 SUPERINTENDENT Andy Clogston SALE$J.�E P Brian Tetreault Phone:413-323-7247 Fax 413-323-5257 JOBSITE PHONE# ( ) - SAL AREA .-- Massachusetts I R.K.Miles-Hatfield Mc JOB NAME:Pareles-Adams/Rosemund LOT it SUBDIV:k i 24 West St MODEL: TAG: JOB CATEGORY: Residential x HBHield,MA 01038 DELIVERY INSTRUCTIONS: ° (413)247-8300 Pareles-Adams/Rosemund 199 Emerson Way SPECIAL INSTRUCTIONS: 'For Pricing Only based on 2110/17 plans.Drawings provided are preliminary orgy.*Upper roof heel scaled from plans.Lower roof 10 Florence,MA 01062 match conventional framing. BY DATE BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 01-GB-DO REG.LAYOUTS REQ.ENGINEERING QUOTE / / Roof Trusses END CUT RETURN I _ LAYOUT / / PLUMB GABLE STUDS 24 IN OC JOa51TE 12 111 ..'Va51TE 2 CUTTING / / ROOF TRUSSES LOADING150,00100t_ecpe assnt15wwO. ROOF TRUSSSPACING:24.0 IN. C. (TYP.) INFORMATION 400 PROFILE CITY PITCH TYPE BASE 0/A LUMBER OVERHANG CANWEVER STUB UNIT TOTAL PLY I ID SPAN SPAN TOP I BCT I LEFT RIGHT LEFT I RIGHT I PRICE PRICE ® COMMON 3 Ply 12.00 0.00 001 20-08-08 20-08-08 2 X 42 X8 GABLE _. ,..48 13 1200 0.00 PB01 080214 0802-14 2X42X4' /IE GABLE 4.1b 2 1200 0.00 PBOIGE 080214 0802-14 2X42 X4 1 COMMON 3 1200 0.00 TO1 20-0808 20080s 2 X 4 2 X 4 01-01-00 01-01-00 GABLE -IIIIIh. ,. 1 1200 0.00 TOIGE 200808 20�08�082X42X4�0101-00 101-01-00 /IT<\ PIGGYBACK /W '� 2 1200 0 40 T02 28 04 08 2R-04-0e 2 X 4 2%4101 01 00 01 01 00 /T7R� PIGGYBACK ✓W LL/Dt 11 12.0E 040 T02A 28-04-08 28-04-08 2X412 X 4 01-01-00 IOIIIIIIL. 1 1200 000 PIGGYBACK2AGE2804-08 28-04-082 X 42 X 4101.011-00 _ A .IIIIIIIIIII.. PIGGYBACK 1 12.00 0.00 T02GE 28-04-08 2804-0812%412X4'1.01-00 01-0100ZX _ COMMON 6 1200 0.00 T03 200600 20-00-00 2X412%401.0100 010100_ _ ® COMMON t 1 1200 000 T03A 20-0000 2600-0012%4 2%4 01 01 00 COMMON ® 5 12 00 0.00 T038 20 00-00 20-0000 2 X 412 X4 COMMON IIIL. 1 1200 . 0.00 T03GE 20 00-001 20 00 0012%42X401-01-00 0101-00 dilL VALLEY 1 1200 0.00 V01 1806001160800 2 X 4 2 X 4 Zblx VALLEY 1 1z o0 0.00 VO2 12-08-00 12-08-00 2%42X4 ,gAH� VALLEY / L� 1 12.00 0 00 V0308 08001.08-08-00 2 X 4!2%4 VALLEY ,.I 1 12 00 000 VO4 ' 041$00 04-08-00 2%4 2 X 4 ROOF SUB-TOTAL: ITEMS OTT ITEM TYPE SIZE LENGTH PART NUMBER NOTES fIIT E TOTAL FT.IN9fi DATE02/14/17 PAGE 2 REQ.QUOTE DATE 02120/17 ORDER# ORDER DATE I / QUOTE# 170207688 DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# (4) ORDERED BY Andy Clogsten INVOICE Y,. UFP Belchertown, LLC TERMS 155 Bay Road,PD Box 945,Betchetlown,MA.01007 SUPERINTENDENT Andy Clogston SALES REP";:: Brian Tetreault Phone:413 323-7247 Fax'.413-323.5257 JOBBITE PHONE# ( ) SALES AREA"', Massachusetts/ R.K.Miles-Hatfield Me° JOB NAME:Pareles Adams/Rosemuntl LOT# SSUBOIV: i 24 West St MODEL: TAG: JOB CATEGORY: Residential e Hatfield,MA 01038 DELIVERY INSTRUCTIONS: ° (413)2474300 Pareles-Adams/Rosemund SPECIAL INSTRUCTIONS: 199 Emerson Way *For Pricing Only based on 2/10/17 plan.Drawings provided are preliminary only.Upper roof heel scaled from plans.Lower roof to Florence,MA 01062 match conventional framing. BY DATE BUILDING DEPARTMENT OVERHANG INFO HEEL HEIGHT 01-06-00 REQ.LAYOUTS REQ.ENGINEERING QUOTE / / Roof Trusses ENO CUT Arum LAYOUT / / PLUMB GABLE STUDS 24IN.OC doesnE 2 40B6fiE 2 CUTTING / / ITEMS OTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES PRICE PRICE FTIN 21 Hanger HUS26 2 HangerTwo SBP6 ITEMS SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER:'` ---------- -- BY: TITLE' -__--- ------_— BY: ADDRESS: -- - TITLE: DATE OF ACCEPTANCE'. PHONE DATE: GRAND TOTAL Quote is based on current design values at the time of quote.(lumber, EW P,hardware etc). Should any of these values change prior to completion of this project, UFP Beichert own,LLC reserves the right to adjust the sell price accordingly. QUOTE POLICY: QUOTE VALID FOR 7 DAYS. AFTER 7 DAYS, UFP RESERVES THE RIGHT TO REVIEW/ADJUST ALL PRICING. Sealed individual truss drawings are included in the pricing. Sealed layouts,stamped bracing diagrams are NOT included BUT can be provided for an additional charge. JANUARY 1, 2009 CONVENTIONAL VALLEY FRAMING DETAIL ST-VALLEY1 RIDGE BOARD GABLE END,COMMON TRUSS (SEE NOTE#6) OR GIRDER TRUSS MITek Industries.Inc. • • '.. • • s - VALLEY PLATE (SEE NOTE#4) POST VALLEY RAFTERS _ (SEE NOTES) • (SEE NOTE#2) - -- • • PLAN DRAWING '- — TRUSS TYPICAL POST (2a'0-C.) (SEENOTE#8) - GABLE END,COMMON TRUSS OR GIRDER TRUSS P 12 fg • • • • • lJ� PLAN SECTION TRUSS MUST BE SHEATHED NOTE: GENERAL SPECIFICATIONS 48"O.C.MAXIMUM POST SPACING 1, WITH BASE TRUSSES ERECTED(INSTALLED),APPLY SHEATHING TO TOP CHORD OF SUPPORTING(BASE)TRUSSES. LIVE LOAD=30 PSE(MAX) 2. BRACE BOTTOM CHORD AND WEB MEMBERS PER TRUSS DESIGNS, DEAD LOAD= 15 PSF(MAX) D.O.L.INC=1.15 3. DEFINE VALLEY RIDGE BY RUNNING A LEVEL STRING FROM THE INTERSECTING RIDGE OF ASCE 7-98,ASCE 7-02,ASCE 7-0590 MPH(MWFRS) THE(a.)GABLE END,(b.)GIRDER TRUSS OR(4)COMMON TRUSS TO THE ROOF SHEATHING. 4_ INSTALL 2 x 4 VALLEY PLATES. FASTEN TO EACH SUPPORTING TRUSS WITH(2)1 60(35 X1310 NAILS. 5.SET 2 a 6#2 RIDGE BOARD. SUPPORT WITH 2 x 4 POSTS SPACED 4r O.C.. BEVEL BOTTOM OF POST TO SET EVENLY ON THE SHEATHING. FASTEN POST TO RIDGE WITH(4)10d(T X.1311NAILS. FASTEN POST TO ROOF SHEATHING WITH(3)I W(3"X.13170E-NAILS. 6. FRAME VALLEY RAFTERS FROM VALLEY PLATE TO RIDGE BOARD, MAXIMUM RAFTER SPACING IS 2a'O.C.. FASTEN VALLEY RAFTER TO RIDGE BEAM WITH(3)16d(35"% 131'1 TOE-NAILS. FASTEN VALLEY RAFTER TO VALLEY PLATE WITH(3)I6d(35"X.1310 TOE-NAILS. 7. SUPPORT THE VALLEY RAFTERS WITH 2 x a POSTS 43"0.0(OR LESS)ALONG EACH RAFTER. INSTALL POSTS IN A STAGGERED PATTERN AS SHOWN ON PLAN DRAWING. ALLIGN POSTS WITH TRUSSES BELOW. FASTEN VALLEY RAFTER TO POST WITH(a)I W(3'% 131)NAILS. FASTEN POST THROUGH SHEATHING TO SUPPORTING TRUSS WITH(2)160(35'X 131')NAILS. 8. POSTS SHALL BE 2 x 4#2 OR BETTER SPRUCE PINE FIR,DOUG FIR LARCH OR SOUTHERN YELLOW PINE. POSTS EXCEEDING 75"SHALL BE INCREASED TO 4 x 4 OR BE PRE-ASSEMBLED (2)PLY 2 x 4's FASTENED TOGETHER WITH 2 ROWS OF 1 Dd NAILS 6"O.C.. FEBRUARY 25, 2015 STANDARD PIGGYBACK ST-PIGGY-ALT TRUSS CONNECTION DETAIL 7-10 MTek USA,Inc. ---- - R MAXIMUM WIND SPEED-REFER TO NOTES D AND ORE MAX MEAN ROOF HEIGHT 30 FEET MAX TRUSS SPACING=24'00. CATEGORY IIBUILDING B EXPOSURE or ASCE T0 - DURATION OF LOAD INCREASE:LfiO DETAIL IS NOT APPLICABLEG (SHEAR TRUSSES MiTek USA, Inc. TRANSFERING NSID LOADSIO(S BY BUILDING ILDING ADDITIONALEER/ SIGNER AREIREQ IR9UILDING ENGINEER/DESIGNER ARE REQUIRED. A-PIGLLBE CONNECTED TO HPURLI TRUSS DESIGN DRAWING. ---- - - --------------- WITH(BECONNECTEDTOEACHPURLIN E __ W RH(2)0.131"X 351'OE NAILED_ B-BASE TRUSS,REFER TO MITEK TRUSS DESIGN DRAWING A C PURLINS AT EACH BASE TRUSS JOINT AND A MAXIMUM 24'0 C. UNLESS SPECIFIED CLOSER ON MITEK TRUSS DESIGN DRAWING. A —" - CONNECT TO BASE TRUSS WITH(2) 0.131'X 3.5"NAILS EACH. 2X—X 4'0'SCAB,SIZE TO MATCH TOP CHORD OF PIGGYBACK TRUSS,MIN GRADE#2,ATTACHED TO ONE FACE,CENTERED ON INTERSECTION.WITH(2)ROWS X 3"NAILS @ 4'0 C- `\ SCAB MAY BE OMITTED PROVIDEDED THE THE TOP CHORD SHEATHING IS CONTINUOUS OVER INTERSECTION AT LEAST I FT IN BOTH ; DIRECTIONS AND -:-p_- - _. 2.WIND SPEED OF 115 MPH OR LESSPH WITH PIGGYBACKMAXIMSPAN,OR 2 PWIND IGGYBACK SPEED PA116 MPH T0160 MPH WITHAMH%IMVM 1 PIGGYBASP SPAN OF 1211 E-F DW IND SPEED IPTHE (or /16 MPH) U SET ADD x 9 x AT PLYWOODCLESS.16'OCB)WG 4� EACHGdSIDE.113 X 21 N EA.ATTACHHOWITHF E A CE(SX TI NAILS- 2INTO EACH CHORD FROM EACH SIDE(TOTAL12 NAILS) — B D WHEN NO GAP BETWEEN PIGGYBACK AND BASE TRUSS EXISTS REPLACE TOE NAILING OF PIGGYBACK TRUSS TO PURLINS WITH PLYWOOD GUSSETS AS SHOWN.AND INSTALL PURLINS TO BOTTOM EDGE OF BASE TRUSS TOP CHORD AT SPECIFIED SPACING SHOWN ON BASE TRUSS MITEK DESIGN DRAWING / SCAB CONNECTION PER NOTEDABOVE IThis sheet is provided as a Piggyback Connection T'x T"x12'PLYWOOD Or 7/16"OSB)GUSSET EACH SIDE AT 24'0.C. detail only.Building Designer is responsible for all ATTACH WITH 3 6d(0113'X 2')NAILS INTO EACH CHORD permanent bracing per standard engineering practices cr , FROM EACH SIDE TOTAL-12 NAILS) refer to BCSI for general guidance on lateral restraint and diagonal bracing requirements. VERTICAL wee i0 FOR LARGE CONCENTRATED LOADS APPLIED EXTEND THROUGH BOTTOM CHORD TO CAP TRUSS REQUIRING A VERTICAL WEB: OF PIGGYBACK 1) VERTICAL WEBS OF PIGGYBACK AND BASE TRUSS MUST MATCH IN SIZE,GRADE,AND MUST LINE UP AS SHOWN IN DETAIL. 2) ATTACH 2x x4'-0"SCAB TO EACH FACE OF TRUSS TRUSS ASSEMBLY WITH 2 ROWS OF 10d(0.131"X 3")NAILS SPACED 4'O.C.FROM EACH FACE. (SIZE AND GRADE TO MATCH VERTICAL WEBS OF PIGGYBACK AND RASE TRUSS) (MINIMUM 2X4) 3) THIS CONNECTION IS ONLY VALID FOR A MAXIMUM CONCENTRATED LOAD OF 4000 LBS(@1.15). REVIEW - --- - BY A QUALIFIED ENGINEER IS REQUIRED FOR LOADS - ...7= ___= - GREATER THAN 4000 LBS. _ 4) FOR PIGGYBACK TRUSSES CARRYING GIRDER LOADS, NUMBER OF PLYS OF PIGGYBACK TRUSS TO MATCH BASE TRUSS. 5) CONCENTRATED LOAD MUST BE APPLIED TO BOTH THE PIGGYBACK AND THE BASE TRUSS DESIGN. 1ST FLOOR 1481 $0.50 $ 740.50 ( e .11(p�', 6p'" 2ND ElOOR 1308 K$0.30 $7 392A0 CAllt, 6 • 5 o / , _ GARAGE 547 $0.20 $ 109.40 BASEMENT 1481 $0.20 $ 296.20 PORCHES 378 $0.20 $ 75.60 DECK 0 $0.20 $ - 2789 Total Fee: $1,614.10 (( 1 Pareles Adams Estimate Per Plans 3/12/2017 ABBREVIATIONS SHEET LEGEND TYPICAL SYMBOLS WO PNI, LOO A101 NAME AM � E The Pareles-Adams Residence .r.° MENi a ENTER LINE _—, cTSCINIM DINK.ro^— -1 i a ELEVATION IREEE.ENCEM.x. 199 Emerson Way- Northampton, Massachusetts 01062 CLG CEILING CMU kONCRMASONRY UNIT SAP mENaw„xw, --- DOOR NUMBER CONCRETE ELF ELEVATION -r _ EXTT `EXISTING _ isn_rGE[aLcxan°x venmLmsmxerwx mnwwnve EXPO EXISTING - -- - -I GENERAL PLANS OVNOP{ION____ R LOOP ELEVATIONS SECTIONS WALL TON OWNERS OESIGN- uxosuN rmsi°nsuwn°xs M ▪ FIG OCTING _ fnAFSNVaMS 336 NORTH MAINES RESIDENTIALADDESIGN j INT STRUCTURAL lona[ E- OISTUR nuuexo SCHEDULES Ivoi menweuvn rn PALERMO,MAINE ROAD '•VE5{UPE RESISTANT _ --- ELECTRICAL 43RVCNR,MIAL EINE0035G D • D CITY OF NORTHAMPTON ▪ Do ROLE PI R ryG�""p' BUILDING DEPARTMENT ▪ RfSSUBE TREATED 6 Dolor./ BVLDEP LW GH OPENING f43O1 ROSEMUN HOMES TBD MLP OO - —ILEGAL THESE DISCLAIMER NAME --.. --— �----- -T OP OF WA0. DRAWINGSORE FORDESIGNINTENT ANDSl E TM CANOT EERELIED UPON FOR BUILDING PURPOSES UNLESS STAMPED PROJECT 0E5( PEON. OTHf= EPRUCICONSiPVRNEW 35W SQUARE i00ipBEDPOOM3$-BATHROOM HOUSE VNFSE NOTED . These plans have. een. reviewed `V 1 TANG300 NOT CONTAIN COMPLETE CONSTRUCTION WO RN000 9HGANY PERSON OR FIRM USING THESE DRAWINGS FOR CONSTRUCTION MUST TAKE RESPONSIBILITY FORCONSTRUCTION And approved. a S more dt METHODS. PLS ANO PRACTICES.ANY ERRORS AND INCONSISTENCIES WITHIN THESE PLANS OR BETWEEN THE PLANS AND EXISTING CONTIRE DSIGNERSE IMMEDIATELY CONDITIONS NGHT SMAY CODE - THE pIIENTIONORNETE51GNER6 EXISTINGATERILS AND MAY DESIGNED TO MEET INTERNATIONAL REDWREToN CHANGE ICA EDRVRVPELL THE BUO RESIDENTIAL CODE FOR ONE-AND Date OWNER AREFILDIUSPOINiLEFEPLANS.ANY SUCH BUILDERANDTWO-FAMILY DWELLINGS,3009 OW NEPAPE FULLY RESPONSIBLE FOR ANYSU[H CHANGES. LOT DESCRIPTION'. // RESPONSIBILITYGDR CLAIMS. Of THE INTENDED DESIGN RESTS MARZONE;Or'.36-375-001 j f SOLELY ON THE OWNERS AND THEIR CONTRACTOR AND 50 LOCATION:NORTHAMPTON,MA RELEASES MICHAEL MAINES RESIDENTIAL DESIGN BOOK/PAGE 7660/333 FROM ANY SUCH CUIMS. ONE SR ACREAGE: ACRES Signature WALL TYPES SHEET LIST VICINITY MAP ----- --- FIBER SWANS SAN 0®COVER SHED----- ----- - . A — it [psxunny4 ©L101 SITE PLAN , «X_ Isl rd CELLULOSE 'A DRYWALL WITS LAM 3 A101 IRST AND SECOND FLOOR PLANS® x ER ORFE no E.5-�I r - '— PANT S A301 BUILDING SECTION I I Nnixc4 .0- .x4LN R e. •s rp 7 430 BUILD SECTIONS S @ STAIRWELL Sl ( TOX PLAN _ - }SFHIND(LOOP•RR• R n 9 51 LAE <>-- 3 - {Z N N o, . . II IicnmRELEVATIONS GATENSOOrce9m PLATES TLB M�3011C^.ECX MCALVUN rY 4T CI Fsr. c O .uMiw.H SFOPStir SATRrGIR T N EEn.x°a.AND BO PLATES • • L — ._ __ Q[m ,,,,..wLt.,...aonw.. p A R H L E S - A D A M S RESIDENCE DA 109 EMERSON tioRTBAHrt ON. 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OUT TOMTOF ERMITIM(T TRUSS E ROTE IN FIELD PRIOR TO MOM r n ;LL —112I I I II w2 . :APE X4..,4„„ N,a,o„.x � ¢.N4/— TRN / Jo � y Es . BEDROOM3 1 BEDROOMS'I I '1 wxciw[cn Mw ,.MERIT NC ETAGGEREIMMETWOM ME ¢muv m.n Pnvu,iro. 12 1 II PRATES 1 GREAT STSTERNITE PAMMELMOSE TER 195T FOYER ROOM NEER CEMENTCLOPEOMET MINT iso 4 Mk - ( 1 miw vxw s`i`2PoLNG OOR r..u. I I I I I I I I I I I I I I I I I I I I I I I I I I _ I FIVERTICALREBTIRWMOM TT. 11 T1 414FQ°4 4424 44°4'44 jj IT SETTIORTE TONERE-FEMMES TEN -—13 MEMAYSOMMIONTERTOR IR TOT FILTER FABRIC DEMI TODATTIGIIT 1 BUILDING SECTION 11Z��� P A R E L E S - A D A M S RESIDENCE PRELIMINARY PRICING SEI' ^3i February 27.20 I7 SHEET©w"i`. ".a .. .w .. .. .2N.' .rtN4�nvna I . ' - `NO I FOR CONSTRUCTION*ISE EMERSON WAY xaarxwxsiorv, xnssnc xus[R rs RO A301 • 12 ,_n 1111717'1'40 I re::,, " 12 P y , STUDIO ��_ roma p�De�w.euee 1 �N M X p1 X li. .w ,"menti ab MASTER I BEDROOM rP GARAGE TP,I --y.nRw we ADAMe FLOOD 1- 11'11 7 111 ,1 111 I • Cp p g p A q tl p p l( g p p p p p tl. a Fewrt "" > III `.xy+-1 I 1r:.—u - - Hi BUILDING SECTION @ GARAGE M -I D DATE {A I P A R E L E S A D A M S R E S I D E N C E PRELIMINARY PRICING SPT _ nmerz+'1xv SHEET ©""Bfi"""`""" "`"`x°`"""°`9LF" M' 'NO'I FOR CONSTRUCTION A302 ass EMERSON WAY xoaixwxri ox, MASSACHUSETTS R PRELI"IINAIY PLAN , NOT FOR CONSTRUCTION 1ST FLOOR FRAMING PLAN R; 2I 3 . a2 2: 16" oc .30 Cr. rote N.pter I. carry.to .0. rssuensra 2,-,/27.p 0.0 0 or fasteneo ipin &chi swao 3 jo, hoo hese . _32 _s—z 3d 3 .Cd + of " x.na` 2. RB R3i 2 . - J6 I R9Floor Frard.no Ms-pile. RR yyps ^ 31 -� C a�'Y3 P1YY� - type 9 a e gtn d2 2 19 3� 160. 16" oc as 2: 11 0" R _._ I __ n3 12 Js 1 a: c• P4 r c { u I� ns u a o^ 1 o � o PS s o^ ph 36 a o^ 36 u S-v P P 4 444,4.. s) tll ' n - F8 2 2 0^ S R9 a1 ti ( ID[ 11388. 380 ._ _ R1 Beams sages m terS-- - Type 9 F tY. Sr_.. - . . . _ B9 .. 1-3/43(9-.02 eeaea .Pm 20 3100 22' L• n d hoc 66' 0" m - i- B15 1-1/9x1 1/e VERSd N 2 0 " 0 36' C" 100.. length 1^8 0^ 01' spruce P'ne F'e 62 2 x 12 B 0' 4" LALLY COLUMN GI v z T \ n_ — G:1 2 Ply 23 G3 v 0" Bl a L, as V - -: 3ll 1V aG16 C' V 0. NI y - o 07122 8' 0" 01 G 2 To[ length: 161' 0" Poet R1` _ -I• ^ -2 P Y 0 Na 9[ r 1 -ITyne Qty. ProductLenn Ir _ a 2.ply -- PL 10 Co" byothers 8' -' "" rota. length: Bd'tb V49" _ 0 �: O � a - Mlaaet.aneoce Materials --.... Hl , 5. � RS — --- Type QtY. RPLI Spruce-Pine-FIT #2 2 x 22 0^ ^^ XXX V iota. length: 58' 0" L ' R3 R1 R1 R3 Ail product -amen are trademarks Of _he-r respective owners L H H H H ag e F i rk Miles Inc. NOTES SiMPSON o` ' - ; s g 21 West St. to tip " ,. ,", , n ' f "J 2y West Hatfield Ma. Strongh-Tie tnangoo r x, . "rn,ti . , wnP.=[ .. „".x r ,.M_ _ _ scat __....__.._ _._ _, n _. ,.._..........._... PRELIMINARY PLAN, NOT FOR CONSTRUCTION 2ND FLOOR FRAMING PLAN 1 : 1 22 GR.t oxen 3 - e... .B 2 IS ROOF TRUSS AREA . _ __.... .AL rersa :. 2. eP. Illi _ c .__ ._. _. ;. III 2. se G91 RI 2 I R12I 2 p Y _ _ _. amw R 619 neavn 0 �M f 16" oc .c r 2i; R2< P" e� Ij ,� ... . I I sear, mere.,., R1 o s ply . a JB ) -- _ - s .2nn. • -L .. 16" r - _ Gil Cl1 '" ma. BI ti y —J"I X52 PPf- .: l e s zo a w 6 00 ' :f IT "° TOt31 length 3 .)• ra �la .e 2 0, I hVERSA R1 ' ..... ....... .. C �1 I r 18 /I G3 J6 / } p,lk rl p.E" OG = ] ply' . I 1 j .T ^ cv- I 9fl e R y J 1 a ne xsx unm 2 WI SP le s 16" oc r • R1 y a® RXx R23 �2 R_y R23 _ vs e - m< v 11. 0 a. • / R5 R2 L; ADJUST WALL HEIGHTS FOR DEEPER JOISTS --.--- m„<.:�."....• m......., P a e .",... .. L Soars I I _ e 6Pi __ oL e5 .. �.,1 1 x- ,.. e.".. ..,.,, " a. s.” ... Pic °Pall. o.e 2 ply "nets TOL. Bolla."9 core. B BB_ (A to..e_n s..nnn Ba Eg F IP rk Miles Inc. NOTES siMPSON <Y 11 E9 9 a Pil if 21 West St. @c 1 ° ' i a= West Hatfield Ma. Strong-Tie �.. . I 1 /1 " (Th ............................. PRELIN_INARY PLAN , NOT FOR CONSTRUCTION ROOF FRAMING PLAN lC21 3 : 2: Floor Framing Material IYFe Ora'. P_ .engin 2 P9 Spruce.P w'r 42 2 x .0 26' c• 2 ' R10 1 R6 0! 0^ ROOF TRUSSES 24 " 0/ C R1° ° I Total lengflo 26 16 0' P] R14 16 c^ R R23 1 R23 R%% IR/LI + ictal length: 58' 0' R9 Roof Framing Msterla_ f Type 0-1. Product Length R 1.. 9 Spore -Pin r 42 2 x 10 26' 0" S A PS 11 v R9 P9 16 Total X length: ' 0" u! PLS 15 Spruc -Pine-FIE 42 2 x 6 G4 -- 5 nt18 E 8 c" �.2 P Y o .—i e 2 1 0. i 520 . 521 R22 2 529 %:al length: 241' 0' BI Ream 6 Ledger material ----- TYPe Product Length 01 V ry Le ry 92 GI 2 Spruce-Pine-Fir 42 2 x ]t e" no G2 2vI . Total length: 96'40'0 03 2 Spruce-Plne-Fi42 2 x 6 Rl - RS .dl. R17 Totallength: 28' 2^ - - 04 2 1-3/4424 VE N 2.0 3100 P 28' 0" I r Tc length: 5E Hi R8 y6 UULL Type OL4_ roduct Length [] R12 R11 ' 11. IR/Ll Spruce-Pine-Far Y2 2 x 30 XXX (R/L1 v XXX race 40 c' R19 TotalLength! 0" L r P_p x%X IA/LI Spruce PSne Pin 42 2 a6 0' 1 1 R19 i x_l product names are trademarks of their respective owners T g'6J R20 I 1J Y R2 . -. 1315. 5a n . l I ° '1 1� rk Miles Inc. slMPsoN . on3 s , 6fx & 21 West St. m it os tne rewsormoility of to Dowding contractor / owner no .n.551 ow , ur ',Boom Om Cnangen,rm-oi .made rath P-o.ec after t m p et �. 1,,..t . ,t PP m_., "'" -I " t sg West Hatfield Ma. x..1,..1 $tsongllYe.