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183 EMERSON WAY -LOT 24 BP-2017-0796 GIS#: COMMONWEALTH OF MASSACHUSETTS Mao:Dlock:36-372 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-2017-0796 Project et JS-2017-001324 Est. Cost:$402500.00 Fee: $212220 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: SHAUL PERRY 065400 Lot Size(sq. ft.): 57934.80 Owner: CARHART BONNIE Zoning: Applicant: SHAUL PERRY AT: 183 EMERSON WAY - LOT 24 Applicant Address: Phone: Insurance: 84 POTWINE LN (413) 259-1000 WC AMHERSTMA01002 ISSUED ON::1/17/2017 0:00:00 TO PERFORM THE FOLLOWING WORK:NEW SINGLE FAMILY HOUSE -2866 SQ FT, 31/2 BATHS 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 1/17/2017 0:00:00 $2122.20 212 Main Street, Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner aj rbsro- PKJt.QtoK la , a2-!Ccs-�� File#BP-2017-0796 APPLICANT/CONTACT PERSON SHAUL PERRY ADDRESS/PHONE 84 POTWINE LN AMHERST (413)259-1000 PROPERTY LOCATION 183 EMERSON WAY-LOT 24 MAP 36 PARCEL 372 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PE ICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OU '7 Fee Paid (a ' Building Permit Filled ou 07/ Fee Paid Typeof Construction: ' W SINGL LY HOUSE-2866 SQ FT,31/2 BATHS New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owned Statement or License 065400 9 3 sets of Plans/Plot Plan e Llec7�-apeelC THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMA ESENTED: A oved 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 • Signature of Building Off tal 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. (r City of Northampton 7.,+ tea" tl ,1-1i1*, ij, Building Departme it 'R mR �\ 212 Main Street „ x+- -i= Room 100 �' Northampton, MA 01060 /phone 413-587-1240 Fax 4'.3-587-1272 .: x A- - ATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION iviv 1.1 ProPropertyAddrreess: /93Eryyr1 This section to be completed by office /, /,/41/'yig,- n s4' Map Lot Unit dor // 4, Ail O/O6O Zone Overlay District Elm St.District CS District SECTION 2-PROPI RTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Recoornr1c: 2 g / YJonn,e� entii✓l PO J3CAC OW�/ 4c 4 di 0/093 Name(Pont) Curre Mailing Address ,3 -rytlo-•i4Y/6 Telephone Signature 2.2 Authorized Agent: SL,>u//2. aV,Vw.,,,,/ A,rLc4' di /7/61:be Name(Pent) Current Mailing Address'. 6c3-£oZ-Od# Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS 1 Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant _ 1. Building 1/ 2�0� (a)Building Permit Fee 2. Electrical //ti (b)Estimated Total Cost of �/ I Construction from(6) 3. Plumbing / 4%0 Building Permit Fee 4. Mechanical (HVAC) le; 000 5. Fire Protection .Pfr6° 6. Total=(1 +2+3+4+5) /x/3/ co Check Numbers p p 7Q5 "aZ 417el Re'} This S action For Official Use Only Building Permit Number: Date Issued: Signature: Building Commissioner/Inspector of Builcngs Date Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by �fp / j �/ /,�rp// /y Budding Department Lot Size l�tl / .a'�t.}1. icy*. ..._. Frontage SOA ...... J0•. Setbacks Front 060' o 0' SideL: R: L: R Avik2 Rear .A51' Building Height Bldg.Square Footage600 % L ,v0 Open Space Footage ��jj (Lot area minus bldg&paved a,ry oOQ 4449 parking) y- /� #of Parking Spaces jJ 6 Fill: /YO/tV !Yu/1S� Orolnme Si I pennon) A. Has aSp[lcal Permit/Variance/Finding ever been issued for/on the site? NO {TMJ DONT KNOW 0 YES Q IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO © DONT KNOW © YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW 0 YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do zny signs exist on the property? YES 0 NO IF YES, describe size, type and Location: 3,),4epn/ ' rt fr orbed D. Are there any proposed changes to or additions of signs intended for the property? YES O NO D[) IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing grading,ex alien,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW Is required. i. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Rooting C Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks Ili Siding[0] Other[0] Brief Desgqrription of Frpypos d // Work'. Nei v tan67iactatt .59/724.6 '/r lulu VAI rif(d/ Bari .G/ Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet sa.If New house andor addition to existing housing,:complete the following: a. Use of building :One Family/ Two Family Other b. Number of rooms in each family unit_i Number of Bathrooms jet C. Is there a garage attached? S o//to 00 r d. Proposed Square footage of new construction. 0i9(aDimensions X 77 e. Number of stone 3? 41 / f. Method of heatir a? ecaS Fireplaces or Woodstoves/,.r.jw cei Number of each g. Energy Conservation Compliance.e. Masscheck Energy Compliance form attached? h. Type of construction �MG Ante/ i. Is construction within 100 ft.of wetlands? Yes7y No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade U r k. Will building conform to the Building andZoningZoning regulations? 7 Yes No. I. Septic Tank /` _ City Sewer Private well City water Supply 7' SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTORlAPPLIES FOR BUILDING PERMIT I, �O/AfiC, ala" , as Owner of the subject property /��� n hereby authorize SIL/2/r to act on my behalf, in all matters relativ work authorized by this building permit application. L �,� 4._,z 1-2.1 l31 I L Signature of Owner / Q / Date 111. t, t IL/) rry w/ COwn�/ adrrZa ,as Owner/Authorized Agent hereby declare t t the tatements 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. 61 u. Print Nam ASik ✓O/0G Signature 7 • '/Firr it 1 Date dECTION 8-CONSTRUCTION SERVICES B.1 Licensed Construction Supervisor: Not/Arppliicc}aable �❑ Name of License Holder: moi.. _ _es-04474o License/Number (//00� 6/1(710/f Address Expir ion D to lo-0044e Signature Telephone 8.meted HOm. ContractorNot Applicable 0 SUau.213D • d5 _ Companyny Name Registration Number • „ U 0/04, Address Expiration Dale Telephone 7"-' :061.10__00 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 buil inq permit. Signed Affidavit Attached Yes No Ti 11. — Rome Owner Exemption The current exemption for`homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner:Person(s)who own a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two family dwelling,attached or detached structures accessory to such use and/or farm structures.A person who constructs more than one home in a two-year period shall dot 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 1//11 , S 150A. Address of the work: 1,.el cit‘fe soir 1/ JL& 7A kW 0/000 The debris will be transported by: ,j,ewo/cr/iv3/.,,d's The debris will be received by: owir o'Asficlsf Build:ng permit number: Name of Permit Applicant ,<Aui p..47 %C.\\‘ 114h Date Signature of P rci Applicant The Commonwealth of Massachusetts a Department of Industrial Accidents ���t Office of Investigations =di=dim c m = 1 Congress Street, Suite 100 Boston, MA 02114-2017 ‘,,,,.� ' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/individual): Conwool 3u��10.5 -61,,a/A-2/ _ Address: Eiw:ncadaife/ City/State/Zip: ..da d a '. 0 00, Phone #: Id-o&'7 /OX Are ou an employer? Check the appropriate box: LI am a employer with 4. 111I am a general contractor and I Type of project(required): TTTTTT���� have hired the sub-contractors 6. New construction employees (full and/or part-time).* listed on the attached sheet. 7. Remodeling 2.El 1 am a sole proprietor or partner- These sub-contractors have ship and have no employees 8. ❑ Demolition working for me in any capacity. employees and have workers' [No workers' comp. insurance comp. insurance • 9. El Building addition required.] 5. E We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself [No corkers' comp. right of exemption per MGL 12 ❑ Roof repairs insurance required.]' c. 152, §1(4),and we have no 13-0 Other employees. [No workers' comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information_ `Homeowners who submit this affidavit indicating they arc 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 stale whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy 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: Washer. 1 opgrjte., Policy#or Self-ins. Lie. #: WAIZR tn2.9t<100/64 Expiration Date: /tS�orat��Ol71 Job Site Address: • 7, _zrcrsorr a •.r/::.a Le," Al_ City/State/Zip: y(404re Ypty go( Attach a copy of thi workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure cot.:rage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 indior one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DR for insurance coverage veri 9cation. r I do hereby cent&under t pis enalties of perjury that the information provided above is true and correct Signature: / �i l Date: FAA/ Phone#: ii� - 6o'/-0019 Official use only. Do not write in this area,to be completed by city or town official. City or Town:_ Permit/License# Issuing Authorit; (circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person:_ Phone#: ACO® CERTIFICATE OF LIABILITY INSURANCE DATE mMIDDFYYYYI `/ 12/12/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CCN'E!S NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND C.R ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(lest 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 Linda Powers Webber & Grinnell Iei�Ntic EX!. (413)586-0111 oAX ,1413)586-6461 8 North King Street E-MAIL 1 ¢ 11.con bio ADDRESS: Powere6webberandgr'nne INSURERISI AFFORDING COVERAGE • NAIC/I Northampton MA 01060 _ NSORERA Ohio Security/Liberty _ INBURED NSURER B A.1 M. Mutual Sunwood Builders, Inc. NSURER C: Attn: Shaul Perry NSURER D: 84 Potwine Lane NSURER E Amherst MA 01002 - - -- --- -- - - NSURERF _ COVERAGES CERTIFICATENUMBERNaeter Exp 3-2017 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. NOTVCIT'STANDING ANY REQUIREMENT, TERM O4 CONDITION OF ANY CJ"1T RACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THG °::LILIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN RE Olt a)BY PAID CLAIMS. ILISRP ADDTYPE OF INSURANCE L ECB POLCEFF POLICY EXP LIMITS Iwo WAC POLICY NUMBER MMIJ`:YYYYI imwoomrem EXP X COMMERCIAL GENERAL LIABILITY _ EACH OCCURRENCE I, - 1,000,000 DAMAGE 0ORENTED ,. A !CLAIMS-MADE X'OCCUR (Ea occurrence) I$ 300,000 BRe1755442304 3/4/2015 ! 3/4/2017 MED EXP(Any Person) I$ 15,000 PERSONAL AW INJURY I$ 1,000,000 GENII_AGGREGATE LIMIT APPLIES PER. I :GENERAL AGGREGATE $ 2,000,000 X POLICY_7¢G,T LOC iI PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER _ $ AUTOMOBILE LIABILDY COMBINED SINGLE LIMIT g 1,000,000 A ANY AUTO _ !,BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED eAS1255442304 13/4/22%2 3/4/2012 'BODILY INJURY(Pet aCident);S AUTOS ED PROPERTY DAMAGE T - — - X HIRED AUTOS X AUTOS �Lm(1an1) I$ __ Medtesl payments $ 5,000 UMBRELLA LIAR • OCCUR ''. EACH OCCURRENCE $ EXCESS LAB CLAIMSMADE_ I I AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION /PER OITH- ANDEMPLOYERS'LIABILITY YIN IX ''S ATVTE ' ER. ANY PRcRETOWPARTNE E.L.EACH ACCIDENT S 500,000 FF CE EMBER EXCLUDED? W !'II N IA B IMmW1ory in NHI wddS 0 0 80 0 56583 016A 5/22/2 C16 5/22/2017 E L.DISEASE-EA EMPLOYEP,S 500,000 If yes.eeacnbe under - r DESRIPTION OF OPERATIONS below lIII E.L.DISEASE-POLICY LIMIT i 5 500,000 DESCRIPTION OF OPERAnws I LOCATIONS I VEHICLES(ACORD 101,Aeemona-Remane scheme,may be x',.010, a more space is required) CERTIFICATE HOLDER CANCEL J.ATION SHOULD iN/OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE City of Northampton THE EXPi%ATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 290 Main St, Suite 3 ACCORDAVCE WITH THE POLICY PROVISIONS. Northampton, MA 01060 AUTHORIZED REPRESENTATIVE Linda Poe e2:e/LMP -.- aI -5-t u..ww> :I, 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registerer'' Irks of ACORD INS0260014(111 RaSHEET -, . 00 1 ND 141 4T1ON a _ -----1;290,3,e Lap� 1 s.f.± 4 ! i TAx�r p as n- Vt,4,,4: C g1 ..ti+ -4. NAT! '.� g m LOT 27 91 N G. LOT 25,26 91 s.f.± kt > 13, 125 s.f. wF F1B ��-.4 �''* 15,03 s.f. ___-- < ; , WF F17 m $ %W F18 ��'i , . � �' O 4 RF F22 NF F21 '• I 5-1 A•'1a 10 -1 1 1L .02' J ‘40.Q Sid , sees_ ''39'W AC J 0JS 4 SS N8730'22"E — �Q G - 113.81' ��P , , &0F . -f' 11 V �w t 1� b �`0 3Q N . N N i, �, N aO 01 i L©T 24 FLAG LOT I m rER 57,941 I z ; $ w 1bi? A 249.73',,, .:. � Y MUNICIPAL SEWER AVAILABILITY APPUCATION Northampton Streets Department 125 Locust Street Northampton, MA 01060 413-587-1570 A Department of Public Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 183 Emerson Way, Lot 24 Date of Inquiry: 09/23/16 Inquirer with contact info: Sunwood Builders/ Christopher Harlow 413-658-5595 Reason for Request: New Construction Municipal Sewer Main in Front of Location: Yes No Size of Sewer Main: Material: Age: Depth of Sewer Main: Length of Sewer Main: Size of Service Connection: Type of Service Connection: Tie-in to Sanitary Main: Tie-in to Sanitary Stub: p • Comments: AVaikbfr. N+rnth Prif+f-c. Cone&,, 6GatPUfooteo City Requires 6" cleanout installed at City Property Line J 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 installation shall be made with the Northampton Streets Department with a minimum of 5 working days notificaiton. All work shall conform to Northampton Streets Department specifications. Date: p JZ;116 Sewer Dept. Foreman a \\win2\admin\Permits\Sewer Entry\Availibilhies 2017\ �, -- MUNICIPAL WATER AVAILABILITY APPLICATION Northampton Water Department 237 Prospect St. No thampton,MA 01060 587-1097 A Department of Public Works Trench Permit shall be required prior to any construction or connection activity associated with this application. I Location: 183 Emerson Way, Lot 24 'Inquiry Made By: 1 Sunwood Builders, Christopher Barlow 658-5595 Date of Inquiry: 1 Fire Gine9/23/16 I Irrigation Domestic X Number of 1 ( Type of I Single Family X Type of 1 Private X Unita: 1 Units : Apart Comm. IOwnership: C Multi-family Iono r Rental I t !Aunties/4 to fill out the shovel Mnnicipai Water Main in Existing service to Front of Location? Yes: No: (/ site? Yes: No I Size of Water Main: A//{ Material: Age: "" `. Approximate Static Street Plow Test Conducted:Yes: No: `---- 7 Pressure: If done attach results (t I // Size of Service Connection Suggested Meter Size: 5/S Oil Si Comments: The Water Department cannot guarantee adequate water pressure during peak demand ti times at elevations above 320 feet W q'fer Is mf o vd;/able (AA? hoos>{• .1 Swine+ Is tnS /leci • A corresponding water entrance fee shall be paid prior to making any connection to the municipal water t Arrangements ora m. • nungements ofsuch installation shell be made with the Northampton Water Department with aminimwn of 4 working days notification .,% Ali work shall conform to Northampton Water Department speificatioos. -.. C_ 9-21- /‘ t t I Water Sup xintendent Date 4 �l•� Water Entry S 200 Meter S i 30 Radios i 3 S • cc: City of Northampton Building Dept./Commissioner J Note:If this avatiabi , /h{�/ ite is Dor a new construction.it must be hand delivered to the Building Inspector. • atjt . iw'in Pzrnvt,tp,'ptzr Applic'nat i rh'.trr.4va tt il•tpcuc. W • essroc we1•mte5.U8 del4wwooddmldrn ersonWn 12-16-16 laneeamr 2016.102y- MamcaleDauiuerxe, 244 C160 t(JC-"- ll(eJri�Q. 1efiS 1 2olIt ttoff( Member Data Description:CaIcG9 Member Type:Girder Application:Roof Comments: Top Lateral Brxing: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,L240 total 1.750"max.LL Dead Load. 0 PLF Deck Connection:Nailed Member Weight: 9.6 PLF Filename:C:U(MWUOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 10' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 11' 000' 27 7 Live Replacement Uniform(PLF) Top 3 10.8W 12 0.00" 1 153 Live Replacement Uniform(PLF) Top 3'10.88" 12 0.00" 187 0 Snow Replacement Uniform(PLF) Top 10 0.00" 'H' 0.00" 27 7 Live Replacement Uniform(PLF) Top 11' 0.00" 12 0.00" 9 2 Live Replacement Unform(PLF) Top 11' 0.00" 12' 0.00" 27 7 Live Point(LBS) Top 4' 0.63" 4 676 Live Point{LBS) Top 4' 0.63" 1485 0 Snow Point(135) Top 10' 425" 0 1 Live Point(LBS) Top 10' 825" I 174 Live Point(LDS) Top 10' 825" 441 0 Snow Point(LBS) Top 11' 9.25" 35 10 Snow Point(LBS) Top 11' 9.25" 0 131 Live P051t{LES) Top 11' 925" 201 28 Snow I ky 1 ^ 11 0 0 / 1 0 0 / CD i - © l 1400 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0000" Girder N/A N/A NIA 2305# — 2 11' 0000" won NIA N/A 1.500" 3988# — Maximum Load Case Reactions WWI foraomnne point lows ntlows Pr H.,. nim riae loads to eP5 Live Snow Dead I 261# 1395# 910# 7 .'"....:R 22T # 1e10# Design spans in' 6.750" 1' O.OW'(right cant) Product: 1-314x9-112 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 Af owable Capacity Location Loading Positive Moment 8180`# 1$051'# 50% 4.06' Total Load D+5 Negative Moment 491.# 16051.W 3% 11' Total Load D+S Shear 2287.# 7265.# 31% 0.45 Total Load D+S TLDeflecton 0.300.7" 0,5281" 0416 572' Total Load D+S LI Deflection 0.1819" 0.3521" 11696 5.72' Total Load S TLDeI,Rt. -60853" 0.2000" 21)281 12' 'TOW Load D+S LL Deft., Rt. -0.0504" 0.2000" 2L/476 12' Total Load S All pmd"a namesom radema„sm mnurespWee AvdiletA Doug Hodgins C55,5#5 meow - Stmp.Tncaamspncaa.t.wc."s - rk Miles Inc. n rvuoannenaa.pen me n e, ectlegora,Ae nese md.n an In.m..,m mnrvpk..te`ae aa& COninna.ana sp.a:kOn dna,.meet 21 West St. The davpn m.ada„e.a.ed AAA puImed dsanm o,deaon nmaaanellmeAA'maorapprwal asdawn an,ne pmddo.,elat,an S)RTp lobe meowar«Imn West Hatfield Ma. Rudnaahons • CS Sv¢mTM Io 5I[Mold 21 SullwoodBulders24Em1ersonWay- 12-16-16 lanBeamFigye 101&502 Maerialsceadase 1555 2:13pm 2 of I1 Contra IL Deflection Dots tive=100% Snon=115% Root=125% Wind=l60% Manufacturer's installation guide MUST be a sufted far multi-py connection details and alteratives Mirimmn bearing length requirements at hangared connections ascend al the connection style and are not irauded in this design. .g mndnd namesna"decals m rued a59"..e n.nr Doug Hodgins rk Miles Inc. cnomenircomranmsmpns ^.ne Ce apananr A11 RIGHTS rraseeseo. „�n21 West Sl. n nod as.nenme memne,mdo m.m, orninlet ID do cola pawing moots app^dnnle design onem101Loads.Loading Condito%end Spans n9M on t The mese^m:.mmnewed by nnaneed desgner m dsSgd pmmagnal as a u're mrappcval clespn ammea pmdpd innamm"a®mmgto the mallufay.en West Hatfield Ma. CS Sma•.me^^2OI65.i lawn 11 SunwoodBuildtas24EmcrsonWay- 12-16-16 bnBeam'upoe ID165II2 Mew;als DaemY MS 2:13pm 3 of II Member Data Description:CaIcG10 Member Type:Girder Application:Roof Comments: Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBCARC Live Load. 0 PLF Deflection Criteria: L/360 live,L/240 total 1750"max.LL I Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 9.6 PLF Filename:C:KMNNOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 1' 0.00" 9 2 Live Replacement Uniform(PLF) Top 0' 0.00" 1' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 020" 8' 1.1M 1 153 Live Replacement Uniform(PLF) Top Q Ow 8' 1.13" 187 o Snow Replacement Uniform(PLF) Top 1' 000" 2' 0.00" 27 7 Live Replacement Uniform(PLF) Top 1' 0.00" 12' 0.00" 27 7 Live Replacement Uniform(PLF) Top 2' 0.00" 12' 0.00" 27 7 Live Point(LBS) Top 0' 275" 35 10 Snow Point MRS) Top P 2.75" 0 131 Live Point(LBS) Top 0' 275^ 201 28 Snow Point(LBS) Top 1' 2.75" 0 1 Live Point(LBS) Top 1' 275" 1 168 Live Point(LBS) Top 1' 2.75" 420 0 Snow Point(LBS) Top 7'1138" 4 691 Live Point(LBS) Top 7'1138" 1521 0 Snow F----.1 I I r- f 11 0 0 A 0/ 0 1200 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 1' 000M Nall N/A N/A 1.5CO" 3879# — 2 17 DOW Girder N/A N/A N/A 2339# — Maximum Load Case Reactions vs.n for aggienu asint line 10ads)lo toning mention Live Snow Dead 1 3250` '.270# 1609N 2 2$It 14190 920* Design spans r a 0x1'(lefr cam) ia' 6.750' Product 1314x9-112 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 8301,4 16051'# 51% 7.95' Total Load D+S Negative Moment 491.4 16051.* 3% 1' Total Load D+S Shear 2321 7265.# 31% 11.03' Total Load D+S TL Deflection 0.3061" 05281" L/411 6.28' Total Load D+S LL Deflection 0.1845" Qatar 11686 628' Tcdai Load S TLDeff,U. -0(1Mt =or 2U278 0' Total load 0+5 LLDef., Lt. -0.0511" 0.2000" 2U469 P Total Load All produnriten ate ttrtalt$Of their resect..owners Doug Hodgins rk Miles Inc. Copgill'tanning isdenned arwnnnme memberWor ee tannin u outlet appal on.n4�areio men sw ire design otaa./of loo*L.�.K C0000eaa.mOsw",xvW on ut reeL 21 West St. Ito Upon rele.en w„unlined Sena.ordezeno leOwi es requirelot amm..r misdeav o� aavtdaa msanation Oasaing rote ma on. onmrs West Hatfield Ma t ,on.. CSSmnnaem20165.h[Beal 21 SunwoodBuilders24EmersonWay- 12-16-16 6alsm� 2:13mP i 20101 Ma µye (5 Manna's De 1555 4 of 11 Contra: TL Deflection DOts: Uve=100% Spy-115% Rcof=125% Winb169% MaMacturees installation guide MUST be cossated fa multi-ply connection details ani alteratives Minimum bearing length requirements at hagazed cannectias depend on the=media style and are M included in this design. air Vma.a names are tndemad Or aaemanea.e Dana Doug Hodgins rk Miles Inc. =o°n°nI Id 2015 by Simpson stmna-me Company Inc ALL RIGHTS RESERVED. , *eel.21 West St �.newed by a quaI'ed°desuq;o deegn pmiew shown aeq',2a fur aI Th,sde ensign rene d Lonnie,ei Ilona®uine to r�man�aeluDA5 ni u=wen men° n �naaon West st St Hatfield Ma. • CS Smrmena ID1651113wn 1] SunwoodBuilders24EmersonWay- 12-16-16 lonneamEngine.2016502 Materials Database 1551 2:13pm 5 of 11 Member Data Description:CaicG11 Member Type:Girder Application:Roof Comments: Top Lateral Bracing:Continuos Slope: 0.00/12 Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 0 PLF Deflection Criteria: U360 live,L240 total 1.750"Max.LL Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 14 4 PLF Filename:C.XMW JOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 0 5.50" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 0 5.50" 27 7 Live Replacement Uniform(PLF) Top 0' 000" 0 5.50" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 0 5.50" 40 13 Live Replacement Uniform(PLF) Top 0' 0.00" 0 5.63" 0 1 Live Replacement Uniform(PLF) Top 0' 5.63" 2 5.63" 184 58 Live Replacement Uniform(PLF) Top 0' 5.63" 15 2.38" 0 1 Lrve Replacement Uniform(PLF) Top 2 5.63" 13'10.81" -341 0 Snow Replacement Uniform(PLF) Top 2' 5.63" 13 10.81" -1 -140 Live Replacement Uniform(PLF) Top 13 10.81" 15' 2.38" 188 60 Live Point(LBS) Top 0' 5.63" 36 11 Snow J1} 1526 O F 1526 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000' Wall N/A N/A 1.500" 579# -2419# 2 15' 2.375" Wall N/A N/A 1.500" 369# -2865# Maximum Load Case Reactions undo101appI n ds mane ipaeana de Live Snow Dead 1 3534 -178841 -6300 2 193# -2105# -759# Design spans 14' 5.125• Product: 1-314x9-112 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 2420lbs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 28651bs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 753.W 217741# 3% 5.43' Total Load D+L Negative Moment 11505'# 25040'# 45% 76' Total Load 0+5 Shear 2879.# 10898.# 26% 13.9' Total Load 0+8 TL Deflection -0.5688" 0.7214" L/304 7.6' Total Load D+S _LL Deflection -0.4166" 0.4809" 11415 76 Total Load S Contt% LL Deflection Das-. live=100% Snow=115% Roof=125% Wirck150% Design assumes a repetitive member use increase in bending stress. 4% Manufacturers installation guile MUST be consulted fa multi-ply comection details and alternatives Air produd names as aadamada01 rd.Oroepedo.e wmad Doug Hodgins rk Miles Inc. """"a mei—Passing 15 defined as when the member,floor i 0,e,beam or gide;5hown on INC d sawing Meats and Spansbled on ie et 21 West St. IlledeSign MOO be Inn owed by a qualified designer or Wesson al asreq s ad for approval nise<ecnaammes prodod menuton a®ra�mons. u oche manured".n West Hatfled Ma. CS Stnialare1510165.1 101614 2j SunwoodBuilders24EmersonWay- 12-16-16 kaBrrt 2014402 NeeSrt Database 1555 2:13pm 6 of 11 Member Data Description:CalcG13 Member Type:Girder Application:Roof Comments: Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBCIRC Live Load: 0 PLF Deflection Criteria: L/360 live,L/240 total 1750"max.LL Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 19.3 PLF Filename:C:\KW/\NOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 8' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0 0.00" 8' 275" 1 212 Live Replacement Uniform(PLF) Top 0' 0.00" 8' 2.75" 519 0 Snow Replacement Uniform(PLF) Top 0' 000" 13' 0.00" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 13' 0.00" -53 -13 Live Replacement Uniform(PLF) Top 0' 0.00" 13 0.00" 0 1 Live Replacement Uniform(PLF) Top 0' 0.00" 13' 0.00" 13 13 Live Replacement Uniform(PLF) Top 0' 0.00" 13' 0.00" 27 7 Live Replacement Uniform(PLF) Top 0' 0.00" 13' 0.00" 27 13 Live Replacement Uniform(PLF) Top 8' 0.00" 13' 0.00" 27 7 Live Replacement Uniform(PLF) Top 8' 2.75" 13' 0.00" 1 168 Live Replacement Uniform(PLF) Top 8' 2.75" 13' 0.00" 413 0 Snow P aint(LBS) Top 0' 4.63" 0 3 Live Point(LBS) Top 0' 4.63" 43 12 Snow P aint(LBS) Top 0' 4.63" 0 68 Live Point(LBS) Top 0' 4.63" 68 20 Snow Point(LOS) Top 0' 4.63" 166 0 Snow Point(LBS) Top 12' 7.38" 0 2 Live Paint(LOS) Top 12' 7.38" 58 17 Snow Point(LBS) Top 12' 7.38" 1 164 Live Point(LBS) Top 12' 7.38" 402 0 Snow 0. 1 � tr 13 0 0 0 / �/ 13 0 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 5101# -593# 2 13' 0.000" Wall N/A N/A 1.500" 4943# -511# Maximum Load Case Reactions Used m"6'1'4(4po d one,Sad6m Live Snow Dead 1 -651# 3357# 17344 2 -6504 3251# 1692# Design spans 12 2750" Product: 1-314x9-112 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 593lbs at bearing 1 and ensure that the strecture can resist appropriately. Review gravity uplift reaction force of 511lbs at bearing 2 and ensure that the structure can resist appropriately. All produa names a,e lademedam mea aspect„.owners Doug Hodgins cowers(C)2019 by Simpmn semdare Company ma ALL RIGHTS RESERVED rk Midas Inc. veany a „s e,21 West St. er`®g$.um Ie.Iewem by a qualified designer or design p,oeaonal as rsqu„ad for approval.mndagn aaames product mm,enon amending to me mandato use? West Hatfield Ma. CS Sewns^¢alcsi Nme2] SunwoodBuilders24Emerson W tonamisDppe 2016snz al'- 12-16-16 Malmiat:wvmse 1555 2:13pm 7 of 11 Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 140771# 33387.W 42% 6.5' Total Load D+S Negative Moment 212891 29032'# 7% 6.5' Total Load D+L Shear 4096.# 14530.# 28% 0.4' Total Load DFS TL Deflection 0.3770" 0.6115" 0389 6.5' Total Load DFS LL Deflection 02461" 04076" 0596 6.5' Total LoadS Contrd TI.Deflectan Dors. Live=100% Snow=115% Roof=125% wino-160% Design assumes a repetitive member use increase in bending stress: 4% Manufacture's installation guide MUST be cc sulted for multiply connection details and alteratives An pmdaa names are Vs emaauo,me,,,sped„e e.ae,. Doug Hodgins ropkiphi X2016 Sy Simpson S,mao-»e camps^c AIL RIGHTS RESERVED rk Miles Inc. —Rammer :m a 21 West St. �deegaa 'nand dna quaffingdesnt c,dela omresonal aseni� goraggm.a,.din design aen,ares pma.a nalIamo a®.Eng Wins ma aaa aM: yyestHalfeldMa- • cssmcmeTMxl6s 103201421 SunwoodBuilders24EmersonWa Mae.amr>�20165.02 Y- 12-16-16 Marmot Database 1555 293pm 8 of II Member Data Description:CalcG17 Member Type:Girder Application:Roof Comments: Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live,L/240 total 1.750"max.LL Dead Load: 0 PLF Deck Connection:Nailed Member Weight 142 PLF Filename.CAKM WUOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 11 6.00" 0 108 Live Replacement Uniform(PLF) Top 11' 600" 12 0 1 250 Live Replacement Uniform(PLF) Top 11' 6.00" 12 0.00" 354 0 Snow Replacement Uniform(PLF) Top 12' 0.00" 13 0.00" 1 253 Live Replacement Uniform(PLF) Top 12' 0.00" 13 0.00" 393 0 Snow Replacement Uniform(PLF) Top 13' 0.00" 14 0.00" 1 256 Live Replacement Uniform(PLF) Top 13' 0.00" 14 0.00" 442 0 Snow Replacement Uniform(PLF) Top 14' 0.00" 15 3.00" 1 259 Live Replacement Uniform(PLF) Top 14' 000' 15 3.00" 501 0 Snow Replacement Uniform(PLF) Top 14' 0.00" 18 0.38" -53 -13 Live Replacement Uniform(PLF) Top 14' 0.00" 18 0.38" 13 13 Live Replacement Uniform(PLF) Top 15' 3.00" 16 1.00" 2 331 Live Replacement Uniform(PLF) Top 15' 3.00" 16 1.00" 717 0 Snow Replacement Uniform(PLF) Top 16' 1.00" 16 8.13" 2 348 Live Replacement Uniform(PLF) Top 16' 1.00" 16 8.13" 790 0 Snow Replacement Uniform(PLF) Top 16' 8.13" 18 0.36" 2 348 Live Replacement Uniform(PLF) Top 16' 8.13" 18 0.38" 822 0 Snow Point(LBS) Top 17' 7.75" 2 310 Live Point(LBS) Top 17' 775" 759 0 Snow Point(LBS) Top 17 7.75" 0 0 Live Point(LBS) Top 17' 7.75" 0 1 Live Point(LBS) Top 17 775" 0 35 Live Point(LBS) Top 17 775" 0 69 Live Point(LBS) Top 17 7.75" 88 0 Snow Paint(LBSr Top 17 7.75' 1 141 we Point(LBS) Top 17' 7.75" 170 0 Snow Point(LBS) Top 17' 7.75" 361 0 Snow I 111' ir 1806 O 0/ 18 0 s Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 17490 - 2 18' 0.375" Wall N/A N/A 2642" 69360 -- Maximum Load Case Reactions Haag,r applyno point loads Or line Haas)to carrying members Live Snow Dead 1 -20# 524# 1225# 2 -169# 4350{ 2586# Design spans 17' 0.625" A„,,„,,,,,,,„,modem.„.,of me,r,taperal.,,diners Doug Hodgins c.proi 2016 byS�mpson scmne company InRIGHTS RESERVED rk Miles Inc. Xo-„ uu GH -passing is aefined aswhen the member.flooriopst.beam or girdec shown on thra&axing Heels applioade design altona for Load;Loading Gondilionn,and spans iia on U ease.�21 West St. mThe eedes n taws bye euannedde.anermdesgn pmss teonal asam p .dfor approval This deign asa,mes product Inaaoahon according tome manufactures West Hatfield Ma. CS srcmie-e^4ot6i1 Build z] SunwoodBuilders24EmersonWay 2015502 nl" 12-16-16 Maenads Dade 1555 2:13pm 9 of11 Product: 1-3/4x14 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 11931.'# 33390.' 35% 12.01' Total Load D+S Negatwe Moment 85'# 29034W 0% 15.94' Total Load D+L Shear 3606.# 10706.# 33% 16.67' Total Load D+S TL Deflection 0.3654" 0.8525' 11559 9.97' Total Load D+S LL Deflection 0.1649" 0.5683" L1999+ 9.97' Total Load S Contra IL Deflection DOts. Live=10% Snoe=115% Rouf=125% WiM=160 Manufacturers installation guide MUST be consulted for multi-pry connection details and alternatives All product demes as trademarracd their reepea„e owners Doug Hodgins cop,not m1 3018 by a,mpad Slronp.no company Inc.ALL RIGHTS RESERVED rk Miles Inc. -Paso nu mum ee rewwe;:eloy a dde�d dew0naorasanppgresSa as requ�dm r apo,ao.al madmen a.,m Amadnacoddnmoeand anpans hada o i,�e1 Hatfield rm.ono attend tor 1v'he mandeau.ra” West HatfleW Ma. J - CSS44m-04rol63Ii wn1] SunwoodBuilders24EmersonWay- 1216-16 bn8eamE4gve20144R2 Mu osier 1555 2:13pm 10of11 Member Data Description:CalcG23 Member Type:Girder Application:Floor Comments: Top Lateral Bracing:Con&nuns Bottom Lateral Bradng:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live,U240 total 1.750"max.LL Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 21.3 PLF Filename:C:V(MWUOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top a 0.00" 4'10.00" 220 55 Live Replacement Uniform(PLF) Top 0' 000" 18' 4.00" -70 -20 Snow Replacement Uniform(PLF) Tap 0 404" 18` 4.00" 0 20 Live Replacement Uniform(PLF) Top 4'10.00" 14' 4.00" -12 0 Snow Replacement Uniform(PLF) Top 4'1000" 14' 4.00" 220 45 Live Replacement Uniform(PLF) Top 14' 4.00" 14'10.00" -12 0 Snow Replacement Uniform(PLF) Top 14' 4.00" 14'10.00" 220 45 Live Replacement Uniform(PLF) Top 14'10.00" 18' 4.00" 220 55 Live Point CBS) Top 8' 0.63" 4 846 Live Point(LBS) Top 5 053" 135E 0 Snow Point(LBS) Top 14' 7.38" 4 855 Live Point(LBS) Top 14' 7.38" 1382 0 Snow Point(LBS) Top 18' 125" 0 1 Live Point(LBS) Top 18' 125" 18 5 Snow Point(LBS) Top 18' 1.25" 27 8 Snow 61 II IN 1840 02 1 s 40 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000' Waif N/A WA 1.500" 4016# -654# 2 18' 4.000' Wel NtA NtA 1.500" 4280# -601# Maximum Load Case Reactions used for appt twos lorene man+)if,41449m Live Snow Dead I 1931# 12904 16014 2 39324 14944 -170143 Design spans 17' 6251/" Product: 1-314x14 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Review gravity uplift reaction force of 6551bs at bearing 1 and ensure that the structure can resist appropriately. Review gravity uplift reaction force of 6021bs at bearing 2 and ensure that the structure can resist appropriately. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 15241.3/ 45294.5 33% 9.35' Total Load D+L Negative Moment 29931# 52088.5 5% 9.35' Total Load D+S Shear 3926# 16060# 24% 17.24' Total Load D+075(L+S) TLDefectine0 04160' 08760" 1/505 9.33 Total Load 0+075(1+8) LL Deflection 0.2508" 0.5840" 11838 9.35' Total Load 0.75(L+S) fil mato namna ale vademam pronto/ars-.0.„m Doug Hodgins rk Miles Inc_ nacootor savant)*MAO'S ESERvm 21 West St- arwi sanenmm and spansh44 4144 444 roe npnm be revann.r ny a p•an«ed!Jenne orde.gn pmisenWoiregmad nor appm.m.mmsdesgn acmes po sam non amatln m'ne man Uad..r. West Hatfeld Ma. - (SSvmmeTMxnm.1 fOwu21 SunwoodBuilders24EmersonWay- 12-16-16 i br 20E63.0.220E63.0.2M ntaced.wmamy/MSS 2:I3pm Il of I GonnM. 3L Deflection 00ts: Uivetl00% Srww=115% Rog=125% WIIi&160% Design assures a repetitive menta use increase in beiNng stress: 4% Manufactures installation guide MUST be cossetted for muni-p'y connection details and alternatives All produd nemesam mdemd (lhiit mgeoi.e m.nen Doug Hodgins rk Miles Inc. ern ,oma.m s� .n«oda, npwrsa ae „21WestSt. were or minim moor on n pry wpn omit ler tnaasL np ton rss Thee . ie*oro b a maimed de ee nmeagn preannS IngUIad torapptv+tmt: aaaa am,tetSOpd narramm^aa„rehv ere man.eana,: West Hatfel Ma. wr`rmro CS Sogm.TM1o165I'Budd 1] SunwoodBuies?9LmcrsonWay- l2-16-16 kmAnmFnppm2010 U2 Makwk Danbase 14552;2Iprn TOY? Cs SurcreT+101&5 I[alma 21 SunwoodDuilders24EmersonWay- 12-16-16 kmBearaF,gye 2016502 2:21 m Materials Database 1555 P 2 of 2 Product 1-3/4x9.112 VERSA-LAM 2.0 3100 SP 3 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chant. Design assumes continuous lateral bracing along the bottom chord. I Allowable Stress Design Actual Allowable Capacity Location Loading Poskive Moment 8096.3k 25040.4/ 32% 6.96 Total Load PFS Shear 2188# 10898.# 20% 04' Total Load UFS TL Deflection 0.3338" 0.6571" 11472 8.98' Total Load U+S 11 Deflection 02663" 0.4380" (1592 6.96 Total Load S Coram". LL Defeclid5 DCLs. Live=100% Snows n5he Rods 125% W,rid 160% Design 9SOmes a RretibV9 member use rnerease in Lending SVas5. 4% Manufacturers mnallatim guide MUST ae consulted tM muItl-ply contHAon details and allemativa All MAMA names no Intone4c el neo norma Loon Doug Hodgins rk Miles Inc. canieummin bs Smpsn swW-ne cempanr me ALL snaps RECESSED .mw„eeneeass.nan to meince,..{Wig gOrs.beam o,eircer.wen omen oa.one nal&appA meaesoo Mu no 10160.61.Load 204 eeeumoos.and Spna+nsad an Ins sheet 21 West St �e�grT a rejo,eed on wao.edoe.ana.oroe4 emmaneno'esumnired ter annmm.nee eeeee ass, s amaao.neteeeeee a®m mu M ie manntneeas West Hatfield Ma. Fd CS Sanictureda m16i1 leww 21 SunwoodBuilders ersonWay- 12-16-16 landaionapic 916502 / 21$pnl Nao-ral<Database F555 l ) ie' (Sr_ -.yr p}�. g— Ioft Member Data Description:CaICB1 Member Type:Beam Application:Roof Comments: Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Live Load: 0 PLF Deflection Criteria: L/360 live,L1240 total 1.750"max.LL Dead Load: OPLF Deck Comedian:Nailed Member Weight 120PLF Filename:C:V(MWUOBS\ Other Loads Type Trib. Other Dead (Description) Side Begin End Wdth Start End Start End Category Replacement Uniform(PLF) Top 0' D.00" 3' 1.50 1 184 Live Replacement Uniform(PLF) Top 0' 0.00" 3' 150" 490 0 Snow Replacement Uniform(PLF) Top 0' 000" 9' 3.00" 9 1 Live Replacement Uniform(PLF) Top 3' L5J" 9' 3.00" 1 141 Live Replacement Uniform(PLF) Top 3' 1.50" 9' 3.00" 374 0 Snow it _, 930 9 S �, an Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A WA 1.500" 2822# — 2 9' 3.000" M ll N/A N/A 1.500" 2498# -- Maximum Load Case Reactions x9 io,aPPn fora WI me�wan manna Dead 1 e# 2IX)84 8154 2 54 177211 726# Design spans 0 1 750' Product: 1314x11-718 VERSA-LAM 2.0 3100 SF' 2 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5899.'# 24465'# 24% 453' Total Load D+$ Shear 2142.# 9081.# 23% 0.06' Total Load D+S TL Deflection 0.0916" 04573" 0999+ 4.63' Total Load D+S LLDefecton 0.0650" 0.3045' 0999+ 4.63' Total Load S Control Pcaitive Menem DOL' live=100% &now=115% RW=125% Win2160 MantifacitireesinstaAatien guide MUST to o-nsuiied for multi-plyconnection details and alttsnatives All pnd.a names Cr,wademare of thee/Meome".,,M Doug Hodgins i ar s canes RICH'S rk Miles Inc. ceihpii l �or r" ,.we,.e by.u"a ed 9 e ac o Pd ornod _ sa 9a es4ne lddd s a na° ma" sowers Cand000n a and Spend Flea on ""'°West21 Hart. 1 as^"" Halfed Ma. CS Su.ew*amms.t fnwd_I SunwoodBuilders24EmersonWay- 12-16-16 6MeJ O2016502 %WogsDatabase 1555 295pm 2 oft Member Data Description:CaIc815 Member Type:Beam Application:Roof Comments: Top Lateral Bracing:Continuous Slope: 0.00/12 Bottom Lateral Bradng:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/RC Live Load: 0 PLF Deflection Criteria: L/360 live,L1240 total 1.750"max.LL Dead Load: 0 PLF Deck Connection:Nailed Member Weight: 12.0 PLF I Filename:C:u(MWUOBS\ Other Loads Type Trib, Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PIE) Top 0' 0 00" 9' 3.00" 1 142 Live Replacement Uniform(PLF) Top 0' 0.00" 9' 3.00" 374 0 Snow IN m 930 7 930 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall N/A N/A 1.500" 2416# -- 2 9' 3.000" Wall N/A N/A 1.500" 2416# -- Maximum Load Case Reactions d.d m. poemo" ds ne m,n®bimlmmde Live Snow Dead I or 1712# 764# l 2 117nm eu Design spans g 127545 Product 1-314x11-718 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Design assumes continuous fates bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 5524'# 24466.# 22% 4.67 Total Load D+S Shear 1893.# 9081.# 20% 8.28' Total Load D+S TL Deflection 0.0951" 04573" IJ999+ 4.63 Total Load D+8 LLtDeikcton 0.0603" 03049" 1)999+ 4,63' Total LoadS Camp Positive Moment Dots: live=lar'% Snow.115% RW 1=125% W3#+160% MaMxtveYS installation aside MUST be mnsJted lot multi-ply connecter detdls aro atlwnatives „""rad,o".me.nre Iadenenc of Oleo suea„e owners Doug Hodgins c"an..;m w,2maeyS"p,e eine elec""�"anye3e.uw�x.s aa:erzveo rk Miles Inc. —Pass„u tenter.Saes Lamely Ca m is„et 21 West St The =w?nm be reviewed Mann aeseneroraegn proreseon.uslw"iree orapprova.Insoesan..W.mes Ned en Posaneoo"ctme to the manuba.mn West Hatfield Ma. o„r o”.