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36-382 230 EMERSON WAY BP-2020-0320 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 36- 382 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-2020-0320 Project# JS-2020-000536 Est. Cost: $365000.00 Fee: $1717.10 PERMISSION IS HEREB Y GRANTED TO: Const. Class: Contractor: License: Use Group: GREGORY QUILL 105857 Lot Size(sq. ft.): 10585.08 Owner: ROSEMUND LLC Zoning: Applicant: GREGORY QUILL AT. 230 EMERSON WAY Applicant Address: Phone: Insurance: 23 E HADLEY RD (413) 695-4195 WC HADLEYMA01035 ISSUED ON.9/23/2019 0:00:00 TO PERFORM THE FOLLOWING WORK.-NEW SINGLE FAMILY HOUSE WITH 2 CAR GARAGE & FRONT PORCH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 9/23/2019 0:00:00 $1717.10 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2020-0320 L n �� APPLICANT/CONTACT PERSON GREGORY QUILL t� ADDRESS/PHONE 23 E HADLEY RD HADLEY (413)695-4195 ;\ PROPERTY LOCATION 230E ERSON WAY MAP 36 PARCEL 382 001 ZO (� THIS SECTION FOR OFFICIAL USE ONLY: V PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildina Permit Filled out Fee Paid Typeof Construction: NEW SINGLE FAMILY HOUSE WITH 2 CAR GARAGE&FRONT PORCH New Construction Non Structural interior renovations Addition to Existina 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 INF RMATION 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 Demolition Delay TIAV V a3 M Si tune of Building Official 10 Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Department use only City of Northampton Status of Permit: >>>¢ Building Department Curb Cut/Driveway Permit 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 �'` 1 s V hr APPLICATION TO CONSTRUCT,ALTER, REPAIS, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: DEPT.OF BUILDING I gm t be completed by office NORTHAMPTON,MA 01060 Map Lot Unit 230 EMERSON WAY Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: TIMOTHY BROWN & BARBARA ELKINS PO BOX 6664, LAWRENCEVILLE, NY 08648 Name(Print) Digltallysgn.dbySwb—M.OW, Current Mailing Address: 609-620-6937 TIM A 1Me 4rMory>o..� DN:cn=Barbara M.EIWnc w out Timothy Brown. � -r , Barbara M.Elkins em,,,_be,Wns6,2ftmafEc mUS Wte.70909.03o21450-0NW Telephone Signature 2.2 Authorized Agent: ROSEMUND, LLC-GREG&MARIE QUILL 23 EAST HADLEY RD, HADLEY, MA 01035 Name(Print) Current Mailing Address: 413-695-8795 MARIE Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building 300,000 (a) Building Permit Fee 2. Electrical 20,000 (b) Estimated Total Cost of Construction from 6 3. Plumbing 25,000 Building Permit Fee 4. Mechanical (HVAC) 20,000 I a I 5. Fire Protection 6. Total= (1 + 2+3+4+ 5) 365,000 Check Number This Section For Official Use Only Building Permit Number: Date Issued: Signature: A s9mI a3 I Building Commissioner/Inspector of Buildings n Date V EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) � ...•....... ....Vii..� ..�w.W-+..w..... n.... LtEnl 4i i lilruivlo 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 b}' Building Department Lot Size 10,598 Frontage 85.08 Setbacks Front 26 Side L: R: L: 16 R: 16 Rear 30 Building Height 30 Bldg. Square Footage % 2,493 Open Space Footage % (Lot area minus bldg&paved 2,602 25% parking) #of Parking Spaces 4 Fill: olume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO (2 DONT KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 9 DON'T KNOW O 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 any signs exist on the property? YES O NO 0 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 IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO Q) IF YES,then a Northampton Storm Water Management Permit from the DPW is required. U '��t�� u1 i L��y(`�' -, 1L Irtlt .t �i. %.Y • .'� rY ,. h fl:#: •'i:n a :.t 4 � v`•��tf y ��,y�lf+�kl�f' s A..f f1Yt1 i f'QS.#?�4t2n 1 ?L '�ti."..Sy Yoh+�"1 tx�!! !?I t# ;�•'K.r��T�' r ('•' "A' �l.+�.t.Gw:J1� ! .t"K} 41j.Cptt'.�11 i�'Z�'Ct t!4 �rftl,}�tt'CS "'x�L2 IL' s•:#�� ..��+'.+�;.j�G•us.b,! {�'• ��4°� 1/Q ,'Ali � i. EVii- YI1 tt !i. h t{ OU [;tG&0 .1w J *E2. ^ �! bvmkk 1lf P,, SRJ L., tl►i;,qv qt E�$•�"<hf"'v .p9j1�1� +�"r3Ltf'.li�t[�Jttg, ' bo.;? ;SIF` ':".e Lou,.-Wu [ L of}kyW {/ r+Vf' 4.4{'4C*t 3 r 1•r� f . b! • ,- . ��: l_`` , •fi\'';1.P�fl�`= �� - `��' �� AV Si. �.t��• +�,';1� !",t.;: :%'e1 'b:f,w..:��( {�,.E*�� fcl'k{t�,:("t6Ffj8'. _ ' 14teliW'•.�, � �1�1 ...r... ..._...�.._... _ _. ... ...i.._.T. 1 s_. .�tr�µ-a•.'.._a''i__ _1i... ....�,r-.r ..,.+r.�.+.�-.w-Y...��>_..�:7 �' ' f 1)Ri i,i j 1 ..+N.�.«.,,,^' ,.i ..y1..-...-.r.,....+w-,..._ i �..., t .. «+w.-•...y...ywwJ:•...�....-�w1 '.7^..�.w+.ra.,..w..... w...._ ..wF..,� 1t t" SUS ( F 4. tj•r ..,.. .�,,..._ if .... ._ ,w..,•a.--r.+...w,.....rr...� ..i ,�.q.:.....».,y+.+..,-...yl:..�.... .. '";-ice "*N:.' '-s.�Y�.^'..r�+.'..+r-• ��w.. . t t7?{tit;� i,�'-' '`cq isRA S ` iy, !. , _ .�C,IrNi'� I.+rt��i�x• +,wt�,rrR�a Y ��t��a ;Rf.t�r E � ;u�. t c R tr ` c , SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [[:J Siding [0] Other[a Brief Description of Proposed Work: CONSTRUCT SWO-STORY INGLE FAMILY RESIDENCE WITH TWO-CAR GARAGE & FRONT PORCH Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet iia. If New house and or addition to existing housing, complete the following: a. Use of building : One Family V Two Family Other b. Number of rooms in each family unit: 8 Number of Bathrooms 2-1/2 c. Is there a garage attached? YES d. Proposed Square footage of new construction. 2,493 Dimensions 53' X 55' e. Number of stories? 2 f. Method of heating? ELECTRIC MINI-SPLIT Fireplaces or Wood stoves GAS FP Number of each 1 g. Energy Conservation Compliance. SEE ATTACHED Masscheck Energy Compliance form attached? h. Type of construction WOOD-FRAMED i. Is construction within 100 ft.of wetlands? Yes _V—No. Is construction within 100 yr. floodplain Yes—V—No j. Depth of basement or cellar floor below finished grade 7' k. Will building conform to the Building and Zoning regulations? V Yes No . I. Septic Tank City Sewer N— Private well City water Supply_ V SECTION 7a -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, TIMOTHY BROWN & BARBARA ELKINS as Owner of the subject property hereby authorize ROSEMUND, LLC - GREG & MARIE QUILL to act on my behalf, in all matters relative to work authorized by this building permit application. Digitally signed by Timothy Brown Dg�tally s g-d by Bub—M.Elkins DN:Timothy Brown,o,ou, DN:cn=Barbra M.Elklnz, Timothy Brown email=tbbl—I 79g...1—,crus Barbara M.Elkins ma,-b,lk, 6,1@gma,,.<om,c_u5 9/3/19 Signature of Owner trare 1, ROSEMUND, LLC - GREG QUILL as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. GREG QUILL Print Name Signature of Owner/Agent y Date JT... E44U A+:'IUd at law ' S 3� J^`Rw��i'.��,i �� •r. w:, t � E�;?'.µ9l�J!"f' ('i# -,� N i. r _ ._ . ...._�:....._.:� ",tu:a .. + _.rte..w. ..._.. ........,r_.- ..,-+tir...e•w..rv-_.v__. ._._ ,...��.-..w.�ipr.r.... yv—... ....• ....r..- ,_..,.....r......—_ y._�- r d t�1RY+t a:'E » ��t+:'rr.s•�+ws�Cs.;:�'r�'tit'i�� ,�.�31f is!11f'Gi►�C3—ta�'+°I�!°lJ. �� 4.w. .{�_. ..._ `f�.l��.ks�rit.tl�C`��^:k��_ •v'� 3.x'3 ti#�CfJr�k•k�24i�:'�+��L1� � ...__. _._...... _ _ ._..� ---. ...�.. + �, ��..._. _.._ -a.�� A6� . �...., �4�iiS${+o r.''.j"��t„. . ..} la'tl}1 '.1$:+-::. �;t.,•..`�,5�-�... ' - { , • �3+ r'uk`.:;� ;:L•. .lSJ.'�:�. ,>' '++�+KL:,nr:, w ;tl�l.k,,�..+�.t�. 3 ...�,_ ! _: .v, �, 4 .. Jl",{,..f:;.1.iE' •,. M UL Ai. 1114+r.i...)._ _. kov M-2 rC,yU1' J1SI iJ it V,k,l .tJ(. { �' �416 '3ti�,rt!y`rU+l •' i',LFGi. ,:',tr =� j.f�r i',��' :rri,l'r 'eydtf�; G°Vl.U!'�; ., 1,: ,91i.'OS �� _. .�;__.. ..... ,..,_ iq.ptkttil FJ Etat/.' L' Ihrl 'v s 1 J�L .� d:t•k.ra(".'•S l,J. - i i� l',{"• tf.,•ft:..4"j 4Yi. ...ii2,�xl:N,!".. �q"r" ..�,-...,+w+•,.-••..... '1 �t �y,...._ ..�Y,_..w_....._»_._.,..._ -...«_... 1 S ,'� 'lr.; ._ f},k 1•. :t;,>?MIS .::kf' ?I .a r,,!�{,.__ _. _..�. ,n,.��'•.CE i?.t9{.Itf1 U? i5 }.ice t6'Lt/p Y4(S f�ilt` i lk�t f rojt�'AW;4 1.r.r,rr ..tea+._ ......iyr.,.....v..+.,/,�,,,,. ..s .. ..•�-«i+Y�r.t,,.,. ......p..M+Yr:w.wr..w•rr.e....z....•...-._._,.,...,...e .,..«...,....w....+....y...ww•« ..,.,.•...n.+ver._. t�t` ` k ,/t I r.:;{ ' :, t,3 W k.si'=' � �eS..C�S�11}tt1S:"JF<Fl•';L'k Ei.! .. _._. 'i .. .—..._.__—L.,L {j x YJ�iN'. ;i•.S ,x ;,�: . �fj ps:,!.(7i�A' .._._ ,.y-. -- - i.=�: ,r�,i�y+.L£sAt .d.::�Jti+�--- .,,_,._ }.,�? .... .. ._ .�,,. .. 3 ' t _ "�SaC-.c_,'. .�lr.-::ts'...�....:'i':r..',:"..r.:'ems=�'r'a"-tFY-R,:— �.::x.:�:`_-_' _rs.-•, ...fix:':'-:.1: .:•yc.- ��y+ frtti t �frti:{..;O�d'tx �� E _I�( 41t{_At ( -/ � i �46�i,19 0 L{Cv31��tL+lt`NhiK.1_�3�Cx ;t4)lit'►a{, 1« � �"CLieli'Ea 1 1, w � e'er(::� ��t t�:t'"st�'L>�%1 �� •t�..'yf-��`L�':R �i�+�=t�`'e!. , .1�+►o-';! i� f `, , SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: GREG QUILL CSFA-105857 License Number 23 EAST HADLEY RD, HADLEY, MA 01035 04-29-2021 Address Expiration Date q,� Qe&& 413-695-4195 GREG Signa a Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address Expiration Date Telephone SECTION 10-WORKERS' COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152, §25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... lid No...... ❑ �\ The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street, Suite 100 < Boston, MA 02114-2017 www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibiy Name (Business/OrganizatiorAndividual): ROSEMUND, LLC Address: 23 EAST HADLEY RD City/State/Zip: HADLEY, MA 01035 Phone #:413-695-8795 MARIE Are you an employer?Check the appropriate box: Type of project(required): 1.Q I am a employer with employees(ful l and/or part-time).• 7. VNew construction 2.&fI am a sole proprietor or partnership and have no employees working for me in 8. []Remodeling any capacity.[No workers'comp.insurance required.] 9. El Demolition 3.F1 I am a homeowner doing all work myself.[No workers'comp.insurance required.] 10E]Building addition 4.[—]I am a homeowner and will be hiring contractors to conduct all work on my property. I will ensure that all contractors either have workers'compensation insurance or are sole 11.[]Electrical repairs or additions proprietors with no employees. 12.E]Plumbing repairs or additions 5.[S�l am a general contractor and I have hired the sub-contractors listed on the attached ached sheet. 13.❑Roof repairs These sub-contractors have employees and have workers'comp.insurance. 6.❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.[:]Other 152,§1(4),and we have no 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. I 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'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: 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 MGL c. 152,§25A is a criminal violation punishable by a 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.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 thepains andpenalties of perjury that the information provided above is true and correct. Sip-nature: g. Qz.&& Date: 09/03/19 Phone#: 413-695-8795 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): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: . i�s Z....�a'rs. ac:.�a—�Ce—...r-sro.n. ...a�•-':'imCX-^�::"�.0 I>�S�':71rYt.7�t71�'� acxc: .wLD;r�ar.*s..:4�1�OC�sc.J'�1CL7�kr:+�•tawx.."7�.-"�.•n.at„"�Y'RL{* �,c It+ t ! j ....._.�-.n�._.., .r .. +..a,..,.a....♦ ;;,,,,. • ,.' .'•. 1. �f d.,, 4 y y i; Jit K,t ,`r! / '�?!!;[Ii,J" (,c:l•1L141frAi� ' t} �6Jt `q �*r.q 4P�I t y(j? ✓,' flt�P J'Ri •YtJ jt ;i?pf"'i ,!,tKpt.,.a1. rr„�ltif.15�ri..}; _ - t"' :`•.� � .e 't. 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NJslr^(t1J4�11Y14i9wfil�aSE{h!4^ /1f(1� i.:( CU(t;IG:Rt 10.8`,'.� Sl;tt}Ft)i ef .^ .. � '*''^ X1.5 (,:+1�?)lfl1i1�.+C,�;ki�'�..'C'' (�k).Rt ! ?t!+.) • City of Northampton 4 s • Massachusetts DEPARTMENT OF BUILDING INSPECTIONS ' W,. 212 Main Street *Municipal Building � Northampton, MA 01060 Debris 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. The debris from construction work being performed at: 230 EMERSON WAY (Please print house number and street name) Is to be disposed of at: SOLID WASTE SOLUTIONS, NORTHAMPTON, MA (Please print name and location of facility) Or will be disposed of in a dumpster onsite rented or leased from: (Company Name and Address) g� P6&& 09/03/19 Sign�at re of Permit Applicant or Owner Date If, for any reason, the debris will not be disposed of as indicated, the Applicant or Owner shall notify the Building Department as to the location where the debris will be disposed. MUNICIPAL SEWER AVAILABILITY APPLICATION Northampton Streets Department 12S Locust Street Northampton, MA 01060 413.587.1570 A Department of Pubtir Works Trench Permit and Sewer Entry Permit shall be required prior to any construction or connection activity associated with this application. Location: 230 EMERSON WAY, LOT 37 Date of inquiry: 08/30/19 Inquirer with contact info: ROSEMUND LLC. MARIE gUILL Reason for Request: 8/.30/2019 NEW CONSTRUCTION Municipal Sewer Main in Front of Location: Yes ✓ No Size of Sewer Main: Material: Age: Depth of Sewer Maio_ Length of Sewer Main: Size of Service Connection; Type of Service Connection: Domestic Tie in: ($1,250) Subdivision T e 1n : ($2.500) Tie-in to Private Sanitaryl $-N/A Tie-in to Existing Sanitary Service: $ - N/A Comments: City Requires 6" eleanout installed at City Property Une Note:if thks avaNahllity is for new construction,this form must be hand delivered to Building tnsperror. A corresponding"sewer entrance 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 r shall conform to Northampton Streets Department specifications. ,#,L,,--. Date: Sewer Dept. Foreman *Sewer Entry$ "Fees will be charged rased an current fee structure at the time of entry"application MUNICIPAL WATER AV'AILABILITVAPPLICAT,ioN Northampton fluter Department 237 Prospect St. Northampton,MA 01060 413-587-1097 A Department of Puhlic Works Trench Permit shall be rewired prior to any construction or connection activity associated with this application. Location- 230 EMERSON WAY, LOT 37 Inquiry Made By: MARIE QUILLfROSEMUND LLC 413-695-8735 (Name) (Telephunt :Number) Date of Inquiry- 8}3012019 Fire Line Irrigation Domestic X Number of Units: t Type of Un Its: Type of Ownership: Single Family X Private X Apartments Cnndn Multi-Family Rental Commercial (Applicant to iill out the above] Municipal Water Milia in Front of Location: Yes X No Existing service to site? Yes X No Size of Water Main: E" Material: Ductile Iron Age: 2016 Approximate Static Street Pressure: 50 psi Flow Test Conducted. Yes_ No X (If flaw test conducted attach results) Size of Service Connection: 1" Suggested Meter Size: 5p(B" Comments- The Water De rartr hent cannot guarantee adequate water pressure during peak demand times at elevations above 320`Private water main, - A corresponding water enterance fee shall be paid prior to making any connection to the municipal water system. - Arrangement of such installation shall be made with the Northampton Water Department within a minimum ri ing da . nnti n_ - All rk shall crin t Njh on Water Department specifications. (Water Superintendent) (Date) "'Water Entry X ($1,250) Domestic *Meter $ 4S0 `Radio Read $1St? (52,500)Subdivision (fee to be deternrined) (includes fire line If required) cc: City of Northampton Building Dept/Commissioner NOTE:if this availablitly is for a new construction,,It must he hand delivered to the Building Inspector `Fees will be charged based on current fee structure at the time of entry application ' so, 18.0' PrOpOsed tC tV d*elI;f a9 18.0, ar+ alr nature shrvbS ar•d perenniols © ( b �rriaTe�tal Tree 43. 7 R$4 j j Ei �'Rt . off, ons _ wa y 4' wd0e walk I OF cgs LOT 37 PROPOSED IMPROVEMENT LOCATION PLAN 1,4 R EARL NORTHAMPTON, MASSACHUSETTS IZE035032 PREPARED FOR { vk� n ROSEMUND, LLC S�.ALE: t'=3O, SEPTEVEER 5. 2019 HAROLD L. EATON AVD ASSOCIATES, INC. �• �, RE(ASTERED PH''FESSK)NAL LAND SJRVEYORS 235 RJSSELL r.TF'EET — HADLEY -- MASSACHUSETTS FEE CALCULATOR _ LOCATION: 230 EMERSON WAY 1 ST FLOOR 1651 $0.50 $ 825.50 2ND FLOOR 842 $0.50 $ 421 .00 GARAGE 576 $0.20 $ 115.20 BASEMENT 1651 $0.20 $ 330.20 PORCHES 126 $0.20 25.20 TOTAL FINISHED 2493 Total Fee: 1 ,717.10 DATE07/23/19 PAGE 1 REQ.QUOTE DATE f / ORDER# ORDER DATE / / QUOTE# 19071986B DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# LLC ORDERED BY And Clo ston INVOICE# UFP BelcL hertown, C TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT Andy Clo ston SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# ( ) - SALES AREA Massachusetts/ R.K. Miles-Hatfield JOB NAME:Brown-Elkins/Rosemund LOT# SUBDIV: ° 24 West St MODEL: TAG: JOB CATEGORY: Residential D Hatfield, MA 01038 DELIVERY INSTRUCTIONS: ° (413) 247-8300 s Brown-Elkins/Rosemund H SPECIAL INSTRUCTIONS: P 230 Emerson Way Pricing only per 7/18/19 plans. Florence, MA 01062 BY DATE BUILDING DEPARTMENTj OVERHANG INFOI HEEL HEIGHT 01-00-00 REQ.LAYOUTS I REQ.ENGINEERING QUOTE jJPK 07/23/19 Roof Trusses END CUT -RETURN_ LAYOUT PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 2 JOBSITE 1 CUTTING ROOF TRUSSES LOADING TOLL-TCDLACLL-BCDL_STRESS INCR. INFORMATION 35.0,15.0,0.0,10.0 1.00 ROOF TRUSS SPACING:24.0 IN.O.C. (TYP.) PROFILE QTS' PITCH TYPE BASE O/A LUMBER OVERHANG CANTILEVER STUB UNIT TOTAL PLY ID SPAN SPAN TOP BOT LEFT RIGHT LEFT RIGHT PRICE PRICE 1 COMMON 2 Ply 5.001 0.00 G01 24-00-00 24-00-00 2 X 4 2 X 6 - -- -- COMMON - -- 8 6.00 0.00 T01 24.00410 24-00.00 2 X 4 2 X 4 01-00-00 01-00-00 COMMON 1 6.00 0.00 T01 GE 24-00-00 24-00-00 2 X 4 2 X 4 01-00-00 01-00-00 COMMON .dLll� 12 5.00 0.00 T02 34-00-00 34-00.00 2 X 412 X 4 01-00-00 ® COMMON 1 6.00 0.00 T0_2GE 344)0-00 34-00.00 2 X 4 2 X 4 01-00-00 ® COMMON 13 8.00 0.00 T03 _ 30-08-00_ 30.08-0.0 2 X 8 2 X 4 01-00-00 01-00.00 ® COMMON 1 8.00 0.00 T03GE 3048.00 30-08-00 2 X 8 2 X 4 01_-00-00 01-00.00 COMMON 1 8.00 0.00 T03SGE 3046-00 30-06-00 2 X 8 2 X 4 01-00-00 01-00-00 COMMON 2 8.00 0.00 T04 21-00-00 21-00-00 2 X 4,2 X 4 01-00-00 01-00-00 COMMON 1 8.00 0.00 T04GE _ 21-00600 21-00-00 2 X 4 2 X 4 01400-00 01-00-00 COMMON 1 8.00 0.00 T05GE 12-00.00 12-00_-_00 2 X 4 2 X 4 01-00-00 01-00.00 ® VALLEY 1 5.00 0.00 Vol 19-10-08 19-10-09 2 X 4 2 X 4 VALLEY T -- 1 5.00 0.00 V02 15-10409 15-10-09 2 X 4 2X4, VALLEY �i 1 5.00 0.00 V03 11-10-09 11-10-09 2X4 2X4 VALLEY 1 6.00 0.00 VO4 07-10-09 `07-10-09 2 X 4 2 X 4 ROOF SUB-TOTAL: ITEMS QTY ITEM TYPE SIZE LENGTH PART NUMBER NOTES UNIT TOTAL FT-IN-16 PRICE PRICE f. • r .....war.•.. mr�rw��.�.w ..M�•�i,r.-^„R�+www «wSW. �` ylE.,..P� wwq,.rY..w•r. w.t♦. N• � Or...+r.. NtO. I.'•M..w�Y+�" r ... •++rw,Y�rr.•rr yq.r wYYl+Frn..., '-.1��.d�..+Mw..v�'wvywq�� r.�..:.M..A• .N -,w rVl.••+M+�IM. I� ��.Mr�M� � 4 Ilk ' � :Cha. .f � � ,a'1J^'�A 1` pi'•dQ# _'d Y 3\H ,± ! � �,,,';. ' r- yw 1l.' ••d) 1 _. l"�Q. .1'r '�'.J� ��J. '.7. C•.t.' r,, '):'%s1�1 � r•_,' , • _ P r Vis„. r ,rjfly ^J,-. ,, ctt, b':r^ t3a OC�I . �Y :; � �-,..C' Lal` ':)3� :ti�a=4 �r��'�•).,�t' ,.. r {�'�.':r. d� S ,,,1 •r..t- + `e �:t� ~� :� 3'�ft.`+�17•"S%d�EICyLI.U( ;7 .i. 11 f• Se s:? ..r. W>.4 )!'.i+''-n t g .4 J ,.cj S.y y`t: .. ,:`• ., i-.} L:� .l 1y wAY r• r �.p.sw _�uaryw'+Mr- - f _ Yi/a•. ♦r, .wy r ar _ 141 �� trc, . st'; r _:t', �'3'• J:tR� I-c,-i s., t x' r.F;3 _ iie">`'�l-.a-z':2"rs qtr:`_ 1e", . •ta f C; S�.ri�'� . di()va Sa Sj OC .� t')+�f t?j1:.. .t�'�r! yd,,v:,t{)1c'..h`a�" •1E1��1t1��a,r ttd � f c;rJ^a•r' 'k'Yty�'.\C«11.i - :51�4� t `�i&i:� E �1CT'T�" ;;�4 r �_....t ', 0016.. .:- _ .- —. .. •.-_._... . ..., ....... ...... .._. _� ..r.. waw—..' ..«. ._ .. .+ ._.._ .. ._ .__, < - �Hifi,"ic. ..•/::`.55; , r.?faf,rE ... +r-_ .. ......'t►^'-•._.,r.:.� __..,. _ ..�,�...... ... _ _: _. _ ,i �} �.:{E4 ii .rsl ;+1'llrs E•Cf tAC :Y .ia��It: "�. iGL; A1.4 7 IN uu''�, }<c'he"•s,,;t,` - 4 . 31014 �� `.�_...�.+... ...,.. ._, .- ....„.. :.+.. ....-. .... .. - ti+w�yF..w,,ati ... _ ....,...• ....._. .--.•yi,.,..ylrwd-..w+,4..w.•_.-_•bry...-+. {'( r;rw.- i R),x a .: l':.>3• i'-00C'"�.• viwcvb +.-'..- td ;i#a «r•- " C+ * 1Wic L tom+ !'t�t~P" �Mw1 r Wit- • u r DATE07/23/19 PAGE 2 REQ.QUOTE DATE ! / ORDER# ORDER DATE / / QUOTE# 19071986B DELIVERY DATE / / CUSTOMER ACCT# LMCWRKMI DATE OF INVOICE / / CUSTOMER PO# ORDERED BY Andy Clo ston INVOICE# UFP Belchertown, LLC TERMS 155 Bay Road,PO Box 945,Belchertown,MA.01007 SUPERINTENDENT :Andy Clo ston SALES REP Brian Tetreault Phone:413-323-7247 Fax:413-323-5780 JOBSITE PHONE# ( ) SALES AREA Massachusetts/ R.K. Miles-Hatfield JOB NAME:Brown-Elkins/Rosemund LOT# SUBDIV: 24 West St MODEL: TAG: JOB CATEGORY: Residential D T Hatfield, MA 01038 DELIVERY INSTRUCTIONS: ° (413) 247-8300 S Brown-Elkins/Rosemund P 230 Emerson Way SPECIAL INSTRUCTIONS: y 'Pricing only per 7/18/19 plans. Florence, MA 01062 BY DATE BUILDING DEPARTMENT1 OVERHANG INF HEEL HEIGHT 01-00-00 REQ.LAYOUTS REQ.ENGINEERING QUOTE JPK07/23/19 Roof Trusses END CUT; RETURN -------- LAYOUT PLUMB NO GABLE STUDS 24 IN.OC JOBSITE 2 JOBSITE 1 CUTTING ITEMS QTY ITEM TYPE SIZELENGTH PART NUMBER NOTES UNIT TOTAL FT-11N1, PRICE PRICE 12 Hanger JL26 ITEMS SUB-TOTAL: ACCEPTED BY SELLER ACCEPTED BY BUYER SUB-TOTAL PURCHASER: -----------BY: TITLE: ----- — BY: ADDRESS: TITLE: DATE OF ACCEPTANCE: PHONE: DATE: GRAND TOTAL ------------ Quoteis ba ed-ar w r0rdesign va ws atthe-rims t-of-quote jlu-mlyLsr,-EWA-tiardwark-etcy- Should any of these values change prior to completion of this project, UFP Belchertown,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. Full payment made on net 30 day terms. No pay-if paid terms. UFP reserves the right to hold shipments if we are not paid within the agreed upon payment terms ' r ��5. �. ' i k•r' -r +s-i :011 'i i :1i:: ✓ti. "-' '.e—'F S'"z1 'a' ' '�21r tG;rBtiAt7�� t.�.3�'tZi c'�%L''yr',i� M4$.'''s tlp'. 41{at^44;4J�' s?r''•` {4� p 17" �y1v.; r..t[}.i+.EL��i;l �I:JtT;9A 'ii.f*�''�}1a�Ir�iJL';i"•'"c+d�'�Qy.l.:lf'?`+�`�Q�1�i'�`.'��e'�fk'�lt�!I.!'i�:t�i:J�{.�`7:�6i, "s , ..... fl;i of i".'t� ' '' -7 • t� iih .�tlyQ;1'{r-i�,!{`r�K�,�. y �: ,. l..+ri - � " � •" ^'7t r td,r r n i ,K; d�; �t '.D� r'-.: �+l�1.�t1`:4�`�,I'�t41}►,"�'d�ESJk�2 -•1: f�tt�(d�.�n R.�£:-`.t�+�!i i_i'b�2I'."+.''�!i�, ,Y�; ?. ,:yon :}P r lj:C.`�'d>l {1!%f '! �. 1. LF +, ' 'Cam* i�{'J{,Q F7t„(L 1`.(.•t,tl~),':t1?itrLt:t•,l y ri�% ' m L t L� ..!rU41 +7t ..1, siS"= f 1�tlLiF .b1YiS1'ldrt#l; !S!' 1�1�► 2 y{S� I�`"�k'` { R..p,•_'"'.. �-q.'-... _....,......'...�.....»w..n....--..rr.v:..i�•t ...M. ......f.,a-w.,,...�..d..�...,..w �...r.....f....:+wf..e•w.�r,�,.. .,rw..»» � �� • - Wi°.f i �'i�f t:..N}.1'✓a.� ��..�_� :r.+r��.iw..r S .. 1-{.. "'.� Cr ti l t ••u 1 -. Y .-✓� te�+ ' 3�1 S„ . _:,.h`�ib�r44x� �"t_L^ Li{"�t�iF�iixt �� f� ~ �;"�i+9�L T "�'wVFew. `.• �Nfti7 fe►11 p4, .`#Y 1L2r1 � � �~ .l EL .:C'Q'✓}� t�»e i L 4w oi,..n L��c;'y�C.'�t �^.!� �"LI��L.ftF�`1lppy �'~....� �..,�.d�. % f�>Q.4�� 't�A a �a�•1`�1.�p�'' 'i{' .. f� N 46.�1b,$`y#+{�f�t;>•/tu 1 '�('.':'Y rl(+Y'ir�i: t,G1�A�� i.L��'.�I'`:T'$:37i.:i.41 i. 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S .�.. • 'J�y,, � i Y�JVCR{{i��#P.YJ i'w i f.`_ '`_1,�� +. r L 41 •�.�......,,... �C%L IE.I"NrQ. j{' y.+ s»rr.ksr a..r..rr.a d fth. wP 7P sm w1• 14V I i I I 4 [{ a i Y 4 R R "1 P 7P rr 7P rw SP 7P Irr 7P Iry SP SP7P 7P 7P 7P 7P 7 a w — 9 4 4 N 7P SP 7P rP Vr xw Iry P 7P xv 9 M N • 4I IR It a 4 5 $$ 9 N 9 w 4 w .GE 7P ♦!P 6e P Brown-ENdns/Rosamund UFP Belchertown LL Fbrwz°'MA �YtiMir1Y.Y�►O r.�yrrwrr rrrrrr...rr M.♦ � 7/23/2018 By:JK • A Universal Forest Products Com n �— - r• .��y "�r...r"""""'.rZ.r..r Y For Pncing �w _�.�m.�r�m�r.rmoaaLLSiensr+�wr�numnWurw .er,.ummi u+a.so —__. .uuoivwnax . nvo•a�um.�mn urru 190719866 nE„o�ay."`no.:�s�:».+mna ..uroa�evnxourra:nne� Joky TrussTruss Type Qty PTY 230 Emerson Way Florence,MA 190719866 G01 Common Girder 1 2 Job Reference(optional) UFP.UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 0843 35 Page:1 ID vUDOZW5wQmB5eSyzzM63?ByvFMR-IYa9UYL5RLNZmPXMSS6Y9t?sVZ2WK98NaYaLf2yoKK6 4-2-5 8-1-3 12-0-0 1510-13 19.9.11 24-M 4-2-5 3-10.13 3-10-13 3-10-13 3-10-13 4-2-5 6x6 5 12 3x4 3x4 5 F_ 4 6 23 24 2x4 2x4 q q 3 7 <Gb 9 4x6 4x6 2 8 1 9 N >• 1 82 Rg 25 26 14 27 28 1329 30 3112 11 32 10 33 34 1002 3x4 8x8 8x8 3x4 10x12 MT18HS 5x12 JL26 JL26 JL26 JL26 J 26 JL26 JL26 JL26 JL26 JL26 JL26 JL26 ' 4-11-11 � 9-7-14 t 14-4-2 L 19-0.5 24-0-0 414-11-11 4-8-3 4$3 4-8-3 4-11-11 Scale=1.42.1 Plate Offsets(X,Y): [5:0-3-8,0-2-4],[12:0-4-0,04-12],[13:0-4-0,0-4-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.84 Vert(LL) -0.22 13-14 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.79 Vert(CT) -0.31 13-14 >928 180 MT18HS 197/144 TCDL 15.0 Rep Stress Incr NO WB 0.43 Horz(CT) 0.08 9 n/a n/a BCLL 0.0' Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:239 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-8-6 oc purlins. BOT CHORD 2x6 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 SLIDER Left 2x6 SPF No.2--2-6-0,Right 2x6 SPF No.2—2-6-0 REACTIONS (Ib/size) 1=5756/0-5-8,(min.0-3-10),9=6498/0-5-8,(min.0-4-2) Max Horiz 1=-68(LC 31) Max Uplift 1=-446(LC 9),9=-506(LC 10) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-2=-4142/295,2-3=-9549/754,3-23=-9436/761,4-23=-9309/771,4-5=8565/701,5-6=-8581/702,6-24=-94731784, 7-24=-9597/775,7-8=9711/767,8-9=-4227/326 BOT CHORD 1-25=-70918568,25-26=-709/8568,14-26=-709/8568,14-27=635/8180,27-28=635/8180,13-28=-635/8180, 13-29=-457/6532,29-30=45716532,30-31=-457/6532,12-31=-457/6532,11-12=-571/8222,11-32=-571/8222, 10-32=-571/8222,10-33=-655/8731,33-34=-655/8731,9-34=-655/8731 WEBS 5-12=-307/3491,6-12=1164/174,6-10=-116/1052,7-10=-141/503,5-13=-303/3451,4-13=-1090/168,4-14=-102/880, 3-14=-143/548 NOTES 1) 2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2x4-2 rows staggered at 0-9-0 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc. Web connected as follows:2x4-1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3) Wind ASCE 7-10,Vult=117mph(3-second gust)Vasd=92mph,TCDL=5.Opsf,BCDL=5.Opsf,h=24ft,Cat.11,Exp B;Enclosed,MWFRS(envelope)exterior zone;Lumber DOL=1.60 plate grip DOL=1.60 4) TCLL ASCE 7-10,Pf=35.0 psf(flat roof snow):Category II,Exp B',Partially Exp.;Ct=1.10 �HdF ti' 5) Unbalanced snow loads have been considered for this design. 6) All plates are MT20 plates unless otherwise indicated. ' r 7) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 446 Ib uplift at joint 1 and 506 Ib uplift at joint 9. ,TP,fPA'II iJ+' 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standafd ANSI/TPI 1. 10) Use USP JL26(With 6-16d nails into Girder&4-1Od x 1-1/2 nails into Truss)or equivalent spaced at 2-0-0 oc max.starting at 2-0-0 frgm the eft end to 23-54 to connect (es)T02(1 ply 2x4 SPF)to back face of bottom chord. - 11) Fill all nail holes where hanger is in contact with lumber. - LOAD CASE(S) Standard 1) Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15SSaNAL o p� 09/09/2019 �M��d2 Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 190719868 G01 Common Girder 1 2 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:35 Page:2 ID vUDOZW5wOmB5eSyzzM63?ByvFMR-IYa9UYL5RLNZm PXMSS6Y9t?sVZ2WK98NaYaLf2yoKK6 Uniform Loads(lb/ft) Vert: 1-5=100,5-9=100,15-19=-20 Concentrated Loads(Ib) Vert:11=-781(B),21=-785(B).25=-781(B),26=-781 (B),27=781 (B),28=-781 (B),29=-781 (B),30=-781 (B),31=-781 (B),32=-781 (B),33=-781 (B),34=-781 (B) JUAN J. m; RALES-UT RA v' STRUCTU� 21 S SSAOWAL 09/09/2019 i Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 19071986B T01 Common 6 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print.8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08.43:36 Page:1 I D:3CI?R WbORH43GAZof8_gtRyvF W7-mkBXhuLkCfVQNZ6Z09dni5Y4ezMC3gaXoCKvBUyoKK5 1-0-0 I 6-1-12 12-0-0 17-10-4 24-M 2�M I _a0 1 6-1-12 5-10-4 5-10-4 6-1-12 4x8 5 12 5 r— 22 23 2x4 2x4 21 24 4 6 o 9 9 9 5x6 5x6 3 7 2 8 9 1 12 25 11 26 10 5x12 3x4 MT20HS 300 3x4 502 L 16-0-0 L 24-0-0 l 8-0-0 B-0-0 Scale=1:45.1 Plate Offsets(X,Y): [2:0-8-3,Edge),[8:0-8-3,Edge),[8:Edge,0-0-0j Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.25 10-12 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.89 Vert(CT) -0.44 10-12 >654 180 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.16 Horz(CT) 0.10 8 n/a n/a BCLL 0.0• Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:98 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF 210OF 1.8E TOP CHORD Structural wood sheathing directly applied or 3-7-5 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be SLIDER Left 2x8 SP No.1—2-6-0,Right 2x8 SP No.1—2-6-0 installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=1540/0-5-8,(min.0-2-7),8=1540/0-5-B,(min.0-2-7) Installation guide. Max Horiz 2=73(LC 11) Max Uplift 2=-103(LC 11),8=-103(LC 12) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-4=-23141193,4-21=-2103/180,21-22=-1997/189,5-22=-1990/201,5-23=-1990/201,23-24=-1997/189,6-24=-2103/180, 6-7=-2314/193 BOT CHORD 2-12=-164/2036,12-25=-4311528,11-25=-43/1528,11-26=43/1528,10-26=-43/1528,8-10=-101/2036 WEBS 4-12=-479/149,5-12=61/653,5-10=-61/653,6-10=-479/149 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 9-0-0,Exterior(2)9-0-0 to 15-0-0,Interior(1)15-0-Oto 22-0-0,Exterior(2)22-0-0 to 25-0-0 zone;C-C for members and forces& MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11,Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members,with BCDL=10.0psf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 103 Ib uplift at joint 2 and 103 Ib uplift at joint 8. 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11,1 and R802.10.2 and referenced standard ANS41TPI 1.'4 LOAD CASE(S) Standard �r `�t;'r •)� .JUAN J. RALES-UT 'RA v' STRUCIUL 211.. 11s P taC �s ham/ "'F1 09/09/2019 , 1 z; .t ,C'7'Gh't'n+7p 'ir q ILI' _ a 11 - ~+F• .t. �`�w# ai.` a r --A " VA r`-u w. -::_ wiI.1 V>+1J`se:P. -.is 1f}ttwl'!,$^{Y%�5 !;'_ r,':d t,!✓=%;j+XIJ q!i);O J17j!!9,ftgrp" 'ad('{AY7!'V 't�(e.{:,�i9P,i,a fr'? f [ .1➢A, @B$C`J.t<i, -@Jt� ` 'IG�Lt�sct,.0 ,•ant7�.,�r�+.;;,"a�. ��+'7�}''lt� ;S•UJit:alis.i:•,+�EK)s'S*�`�6t�s.�Y�u�,umta1;�*s wr:.:.0 .r4iew'��tjsL,.♦i}4�C>s+�*: ` �`s y�f,UE wN(WS` t ;+"J< '>_ ,i'. t ♦_ '. [e*+1v !t rm" Cv . It a 'c6 Ya:-',` 7 .F'.:% 9)!'k+u )`ftW�r,;,a�'ad`Tt)$ ^i.1� .)t ±�-�tu . ,,.. -.•t .♦- Y r 1 „i 'uK'1`a :inti'! a J } x•s /M+"9 df a4 p6'+ 1:. ♦ - r, 1+ k .'Awv •,c! .! , 'd i� :lsiJ .aj,l,�,�•x4Y �i.:Y lyli ilt9 Q-GY ` ��'�rt t?'cti" it.._ 'i,:%N, �• E4" s-^ Y..1'�i;6 f baa,��`8'e.3a"'.;18 '*rila�8`cu'gF'W3lt:��t�e'��>~ "t'" � [' ,�' •,� _`•{r)l,f '..,.y K ;R-{),•W"S d_- ",J..'F n ;4�. � - _ tw 9,.. ' lR, j, t �_ha• ♦,k. Y.,w _. $. SI ! 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' W C;''t$ IY "• ..6:c1 •�lry"9a.^e*eaq '.Y 3t ,, 4 :,:�t+' ;.'FM4 J<.A #F �1;tiQt N fi: ♦ l iSt.i1I1.-4! j •,r) 7 P+Bi.'� fe.•5.:y ~ `s ' `- :—..�+1+..�••♦.�. _. .,.tR.Y,j.?W hv. + t�C+'a` `�.« "u« ♦,.`. ,'. .ffi�tlt`4 Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 190719868 T01GE Common Supported Gable 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Pnnt.8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:36 Page:1 ID:JgUOJHBJHcCudrLP91Hh3QyvFU7-mk8XhuLkCfVQNZSZ09dni5YBOzZi3hDXoCKvBUyoKK5 t� 12-o-0 L 24-0-0 26-0.0 I 0 0 12-0.0 12-0-0 I 4x4 8 12 7 9 5 F 30 31 6 10 29 32 5 11 R R 4 12 3 13 2 14 1 15 1-0- 28 u El 16 5x6 24-0-0 L T Scale=1:45.3 Plate Offsets(X,Y): (20:0-3-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.12 Horz(CT) 0.00 16 n/a n/a BCLL 0.0Code IRC2015/TP12014 Matrix-MR BCDL 10.0 Weight:101 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 24-0-0. installed during truss erection,in accordance with Stabilizer (lb)- Max Horiz 28=73(LC 11) Installation guide. Max Uplift All uplift 100(lb)or less at joint(s)16, 17,18,19,20,21,23, 24,25,26,27,28 Max Grav All reactions 250(lb)or less at joint(s)17,18,19,22,25,26, 27 except 16=260(LC 17),20=300(LC 19),21=326(LC 19), 23=326(LC 18),24=300(LC 18),28=260(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 7-23=-2851105,6-24=259/66,9-21=-285/105,10-20=-259/66 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.0psf;BCDL=5.Opsf,h=24k Cat.11;Exp B;Enclosed,MWFRS(envelope)exterior zone and C-C Corner(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 9-0-0,Corner(3)9-0-0 to 15-0-0,Exterior(2)15-0-0 to 22-0-0,Comer(3)22-0-0 to 25-0-0 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). Z�H ��$�+,, 9) Gable studs spaced at 2-0-0 oc. r 4 /''^�` 1•, 10) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tali by 2-00-00 wide fifb: eeEtvG n the botfbm 6hoAend any other members. 11 Provide mechanical connection b others of truss to bearing late capable of withstanding 100 Ib uplift at'oint s 28,16,23,24,25,26,27,21,20,19,1 7, r ( Y ) 9 p p g p joint(s) �,.�. .� 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11,1 and R802.10.2 and referenced VndafdANSI/TFI 1, t/t ,tT RA LOAD CASE(S) Standard STRUCTUC 1 AL ft� 09/09/2019 t • s :4�a s , � T��(�J� ,, it 1.,1 it• ,8. .`L ! 'w! 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'..^ JN,1-'i'i'� .Cr"rt',",e' K�?Al-} `7;.T;:,, �.. .-.n Dt .x ylai.^. � x:' tL •r. � S t _ �J "•r t 'a'- •l.:e '��g"d, �. , w .,'t;�...............eA>.i} ?1...+r-� ,.:......J. �u:ll:. n.r;r�15C*•TlSj�fi�ag�....,�,.. ..-��^'.r. ... .. ..�1+•aw,)i�. !ll"3�... ,y,.. ......, y..,�..�,,...... .. .- ..,._..`,,:',.�.•,L �. _..,.. .T, ir. t .._............ .,..�t.-f� � h � ..--yi� ."E$' 'T�¢�A..�",,.�� ..-. ._ .....5 Job Truss Truss Type Oty Ply 230 Emerson Way Florence,MA 190719868 T02 Common 12 1 Job Reference(optional) UFP,UFP SE Engineering Run.8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industnes,Inc.Tue Aug 13 08.43 36 Page:1 ID:GIjs?D Do6OzObisfkX6vByvFT1-mk8XhuLkCfVONZ6ZO9dni5Y5dzR33UuXoCKvBUyoKKS -�I-O-0� 5-10-5 11-5-3 �, 17-0-0 �, 22-Cr13 _L 28-1-11 �E 5-10-5 5-6-13 5.6-13 5-6-13 5-6-13 6x6 7 5x6 46 12 2x4 6 28 8 2x4 5t— 5 9 27 i 29 0 o Dc4 3x4 m 4 10 4 30 4x4 326 26 11 2 12 1 1 17 31 16 32 dU 14 13 5x10 600 MT20HS 3x10 5x8 3x4 2x4 3x6 11-5-3 21-9-4 220 28-1-11 34-0-0 11-5-3 10-4-1 0_ 2 6-1-11 5-10.5 Scale=1:58.7 Plate Offsets(X,Y): (2:0.6-1,Edge),[12:04-1,0-0-6) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 60.0 Plate Grip DOL 1.15 TC 0.62 Vert(LL) -0.34 15-17 >771 240 MT20 1971144 (Roof Snow=60.0) Lumber DOL 1.15 BC 0.52 Vert(CT) -0.49 15-17 >535 180 MT20HS 146/108 TCDL 15.0 Rep Stress Incr YES WB 0.91 Horz(CT) 0.04 15 n/a n/a BCLL 0.0' Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:166 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-14 oc purlins. BOT CHORD 2x4 SPF 210OF 1.8E BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 7-15 10-15 SLIDER Left 2x6 SPF No.2--2-6-0,Right 2x6 SPF No.2—2-6-0 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 2=1790/0-5-8,(min.0-2-7),12=666/Mechanical,(min.0-1-8), installed during truss erection,in accordance with Stabilizer 15=3474/0-5-8,(min.0-4-7) Installation guide. Max Horiz 2=107(LC 15) Max Uplift 2=-104(LC 11),12=55(LC 1�),15=-106(LC 12) Max Grav 2=1943(LC 18),12=801(LC 19),15=3474(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-856/0,3-26=-2831/161,4-26=-2804/175,4-27=-2151/104,5-27=1811/116,5-6=-2258/177,6-7=-20061193, 7-28=0/961,8-28=0/765,B-9=0/716,9-29=9/837,10-29=-29/656,10-30=-755/150,11-30=-778/74,11-12=-538/39 BOT CHORD 2-17=-247/2494,17-31=0/539,16-31=0/539,16-32=0/539,15-32=0/539,14-15=-53/718,13-14=531718,12-13=-53/718 WEBS 4-17=-776/141,5-17=-1284/172,7-17=-155/2238,7-15=-2384/141,9-15=-1188/151,10-15=1212/129 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)-1-0-0 to 2-4-13,Interior(1)2-4-13 to 13-7-3,Exterior(2)13-7-3 to 20-4-13,Interior(1)20-4-13 to 30-7-3,Exterior(2)30-7-3 to 34-0-0 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=60.0 psf(flat roof snow),Category II;Exp B,Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 60.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7) Refer to girder(s)for truss to truss connections. 8) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 104 lb uplift at joint 2:106 lb uplift atjoint 15 and 55 lb uplift at joint 12. { 9) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. \ LOAD CASE(S) Standard yrUrUa�ti J. 3 AALES•uT RA StRuclu� SS'SO tiALVM �� 09/09/2019 Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 190719868 T02GE Common Supported Gable 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print 8.310 S May 22 2019 MiTek Industnes,Inc.Tue Aug 13 08.43:37 Page:1 ID:sXd?4daKVs39n N43pOMrJyvFSH-EMwvEMMzydH?jhlat80Fl4MmNvmo6Ogls3SkwyoKK4 0-1-12 �[[ 17-0-0 [ 34-0-0 _ [ -0-0 16-1 D-4 17-0-0 0-1-12 4x4 11 3x4 10 123x4 8 9 13 42 14 12 51—' 7 1543 6 16 4 5 17 m � 4 18 41 3 4419 3x6 20 2 1 2 '''�� 1 CA 1 — 4 22 44 3x4 5x6 3-0-0 [ 34-0-0 3-0-0 31-0-0 Scale=1:58.9 Plate Offsets(X,Y): [24:0-3-0,0-3-0) Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.21 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.04 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.25 Horz(CT) 0.00 22 n/a n/a BCLL 0.0' Code IRC2015rrP12014 Matrix-MS BCDL 10.0 Weight:163 Ib FT=20 LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 6-0-0 oc bracing, OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 34-0-0. installed during truss erection,in accordance with Stabilizer (lb)- Max Horiz 40=108(LC 11) Installation guide. Max Uplift All uplift 100(lb)or less at joint(s)23,24,25,26,27,28,29, 30,33,34,35,36,37,38,39,40 Max Grav All reactions 250(lb)or less at joint(s)22,23,24,25,26,27, 31,36,37,38 except 28=300(LC 19),29=322(LC 19),30=340 (LC 19),33=337(LC 18),34=319(LC 18),35=280(LC 18), 39=306(LC 18),40=299(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-40=-273/100 WEBS 10-33=-296/105,8-34=-279/73, 12-30=-300/105,14-29=-282/75,15-28=-260/58 NOTES 1) Wind.ASCE 7-10,Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf,BCDL=S.Opsf,h=24ft,Cat.II;Exp B.Enclosed,MWFRS(envelope)exterior zone and C-C Corner(3)-1-0-0 to 2-4-13,Exterior(2)2-4-13 to 13-7-3,Comer(3)13-7-3 to 20-4-13,Exterior(2)20-4-13 to 30-5-7,Comer(3)30-5-7 to 33-104 zone,C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow),Category II;Exp B;Partially Exp.;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live load) 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). w `✓��,t' 9) Gable studs spaced at 2-0-0 oc. rr 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom c}tord a any other members. 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)40,33,34,35,36,37,38,39,30 29'.121,27 6,2 ,24,- 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced Standard ANSI/TPI I ' j LOAD CASE(S) Standard 1 1 ISTP' •a/ S�NNAL T \ 09/09/2019 Job Truss Truss Type Oty Ply 230 Emerson Way Florence,MA 19071986B T03 Common 14 1 Job Reference(optional) UFR.UFP SE Engineering Run'.8.31 S May 22 2019 Print.8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:4337 Page:1 to DmyJh9r7Jdr1 OM2JMRnX kyyvFRx-EwiwvEMMzydH?jhlat80F 14FONgNo3og 1 s3SkwyoKK4 -0-01 7-64 14-9-0 21-11-12 29-6-0 r�fl 7-6-4 7-2-12 7-2-12 7-6-4 i-o-0I 6x6 6 4x10 25 26 4x10 12 24 5 7 27 81;4 2x4 0 g 4 8 4 d 44 4x4 323 289 2 10 1'uw 1 11 --1�--- 29 30 14 31 13 32 12 33 34 410 44 MT20HS 3x10 4x4 4x10 9-11-3 19-6-13 29-6-0 Scale=1:55.6 9-11-3 9-7-11 311-3 Plate Offsets(X.Y): [2:0-5-6,Edge] [10:0-5-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.68 Vert(LL) -0.30 12-14 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.96 Vert(CT) -0.48 12-14 >743 180 MT20HS 148/108 TCDL 15.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.08 10 n/a n/a BCLL 0.0Code IRC2015/TP12014 Matrix-MS BCDL 10,0 Weight:150 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-1 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 2-2-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required crossbracing be SLIDER Left 2x6 SPF No.2--2-6-0,Right 2x6 SPF No.2—2-6-0 installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=1870/0-5-8,(min.0-2-15),10=1870/0-5-8,(min.0-2-15) Installation guide. Max Horiz 2=-210(LC 9) Max Uplift 2=-109(LC 11),10=109(LC 12) FORCES (lb)-Max.Comp./Max.Ten.-AII forces 250(Ib)or less except when shown. TOP CHORD 2-3=-956/1,3-23=-2350/135,4-23=-2332/165,4-24=-2132/207,5-24=-1991/210,5-25=-1959/215,6-25=-1934/233, 6-26=-1935/233,7-26=-1959/215,7-27=-1991/210,8-27=-2133/207,8-28=-2332/165,9-28=2350/135,9-10=796/1 BOT CHORD 2-29=-229/1947,29-30=-157/1947,14-30=-157/1947,14-31=1/1328,13-31=-1/1328, 13-32=1/1328,12-32=1/1328, 12-33=-32/1829,33-34=-32/1829,10-34=-32/1829 WEBS 6-12=-137/935,8-12=-658/240,6-14=-137/935,4-14=-658/239 NOTES 1) Wind:ASCE 7-10,Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf:h=24ft;Cat.II;Exp B,Enclosed:MWFRS(envelope)exterior zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 11-9-0,Exterior(2)11-9-0 to 17-9-0,Interior(1)17-9-0 to 27-6-0,Exterior(2)27-6-0 to 30-6-0 zone,C-C for members and forces &MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) All plates are MT20 plates unless otherwise indicated. 6) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members,with BCDL=10.Opsf. 7) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 109 Ib uplift at joint 2 and 109 Ib uplift at joint 10. ,�► 8) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard�NSI1TPI 1. 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' .3.-�--t.�R�� i . r�...._ 1�f"�'.. - � ..L,.._. t r Y .. `'$t'Y r www e.{ f�++�+ .. ..«, "r-.,» ........,"r, ..,wwiT.... «w+r�::...r.l„ +....i,+•+r T*'* Y�^i'.'+w.""';""'�. "» ^'.w•"'"w..�.. 'r{MA!�w•-r"""'" "'.".•"t+ y�'`+ . .r,3•.,�r �''. _ ♦'l�+ul j�:r. _ i((.t4 �r (,'i;f o t{S"&. 7_.�t 7•u:'tlu - 'i Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 190719866 T03GE Common 1 1 Job Reference(optional) UFP.UFP SE Engineering Run:8.31 S May 22 2019 Print 8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:37 Page:1 ID:09evZkAhjDM3nfBh JlStsyvFRV-EwiwvEMMzydH?jhlat80Fl4OjNvlo5yg1s3SkwyoKK4 -0-0 14-9-0 29-6-0M-01 -0-0 14-9-0 14-9-0 1-0.0 1 5x6 10 9 11 8x8 Bx8 12 44 8 1245 pp 8 r— 7 13 d 6 A 14 R o 5 15 4 16 4x4 4x4 3 17 2 18 1 1 19 3x8 3x4 3x8 Scale=1:54.7 L 29-6-0 t 1 Plate Offsets(X,Y): [2:0-3-0,0-1-8],[8:04-0,0-4-8],[12:0-4-0,0-4-8],118 0-3-0,0-1-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.08 Vert(LL) 0.00 34-35 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.04 Vert(CT) 0.00 34-35 >999 180 TCDL 15.0 Rep Stress Incr YES WS 0.28 Horz(CT) 0.01 18 n/a n/a BCLL 0.0' Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight 192 Ib FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SPF No.2 WEBS 1 Row at mid t 10-28 9-29.11-26 SLIDER Left 2x4 SPF No.2--0-9-12,Right 2x4 SPF No.2—0-9-12 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 29-6-0. installed during truss erection,in accordance with Stabilizer (Ib)- Max Horiz 2=210(LC 10) Installation guide. Max Uplift All uplift 100(lb)or less at joint(s)21,22,23,24,25,26,29, 30,31,32,33,34,18 except 20=-128(LC 12),35=-166(LC 11),2=-147(LC 7) Max Grav All reactions 250(lb)or less at joint(s)20,21,22,23,24,28, 31,32,33,34,35 except 25=314(LC 19),26=364(LC 19), 29=364(LC 18).30=314(LC 18),2=303(LC 22),18=288(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-AII forces 250(lb)or less except when shown. WEBS 9-29=-323/55,8-30=-274/79.11-26=-323/46,12-25=-274/82 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf,BCDL=5.Opsf,h=24ft;Cat.ll;Exp B;Enclosed,MWFRS(envelope)exterior zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 11-9-0,Comer(3)11-9-0 to 17-9-0,Exterior(2)17-9-0 to 27-6-0,Corner(3)27-6-0 to 30-6-0 zone;C-C for members and forces &MWFRS for reactions shown,Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable studs spaced at 2-0-0 oc. 8) `This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)18,29,30,31,32,33,34,26,25,24,23,?2,21,1 ex M Qt=lb)2=147.35=166,20=128,2=147. fT Aye r! `• 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced Stand SI/TPI 1. LOAD CASE(S) Standard a $l f• Jf r :l� STP S-3AJNALEj TV 09/09/2019 Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 190719868 T03SGE Common 1 1 Job Reference(optional) UFP,UFP SE Engineering Run.8.31 S May 22 2019 Pnnt:8.310 S May 22 2019 MiTek Industnes,Inc.Tue Aug 13 0843 38 Page:1 ID:gMUbcdSY?Ub9tojtesgjd?yvFPs-i7Fl6aN kGIBdtFx7agFnWdWin4VXVjpGWp?GMyoKK3 0-07-6-41a-9-0 21-11-12 29-6-0 0-6-0 -0-01 7-6-4 7-2-12 7-2-12 7-64 1-0-01 10x12 11 10 12 8x8 46 47 8x8 12 45 9 1314 8r 8 7 15 $ 6 4 64X o 5 44 4 / 4x4 344 416 2 3 17 It] 112 1 1 0 18 25 24 23 22 21 20 19 49 50 3x8 3x4 3x4 3x4 410 9-11-3 19-6-13 29.6-0 Scale=1.55.6 9-11-3 1 9-7-11 1 9-11-3 If Plate Offsets(X,Y): [2:0-4-10,0-0-1],[9:0-4-0,0-4-8],[11:0-8-0,0-4-4],[13:0-4-0,0-4-8),[17:0-5-6,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.28 Vert(LL) -0.14 19-42 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.71 Vert(CT) -0.29 19-42 >851 180 TCDL 15.0 Rep Stress Incr YES WB 0.50 Horz(CT) 0.02 17 n/a n/a BCLL 0.0' Code IRC2015/TP12014 Matnx-MS BCDL 10.0 Weight:222 lb FT=20% LUMBER BRACING TOP CHORD 2x6 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-3 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 JOINTS 1 Brace at Jt(s):31,32,33,34, OTHERS 2x4 SPF No.2 35 SLIDER Left 2x6 SPF No.2--2-6-0,Right 2x6 SPF No.2—2-6-0 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 8-11-8.except 17=0-5r8 installed during truss erection,in accordance with Stabilizer (lb)- Max Honz 2=-208(LC 9) 1 Installation guide. Max Uplift All uplift 100(lb)or less at joint(s)26,27,28,2 except 29=109 (LC 11) Max Grav All reactions 250(lb)or less at joint(s)28 except 26=859(LC 1),27=603(LC 1),29=281 (LC 21),2=398(LC 22) FORCES (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 3-44=-268/128,4-5=-287/109,5-6=-266/136,6-7=454/144,7-8=-353/156,B-45=-620/169,9-45=-558/173, 9-46=-560/190,10-46=-470/199,10-11=-432/223.11-12=-1240/269. 12-47=-1264/244,13-47=-1357/239, 13-14=-1480/248,14-15=-1413/198,1548=-1519/154,1648=-1653/124,16-17=-821/0 BOT CHORD 24-25=0/638,23-24=0/638,22-23=0/638,21-22=0/641,20-21=0/641,19-20=0/641,1949=-15/1264,49-50=-15/1264, 17-50=-15/1264 WEBS 11-34=-176/976.34-35=-177/993,30-35=203/1119,19-30=-125/854,15-19=-515/189,25-32=-713/0,31-32=-664/0, 11-31=-725/0,7-33=0/589,25-33=0/660,14-30=-394/84,8-33=-731/86,26-33=-804/86,6-27=602/40 NOTES 1) Wind:ASCE 7-10,Vult=117mph(3-second gust)Vasd=92mph,TCDL=5.Opsf,BCDL=5.Opsf,h=24ft,Cat.ll;Exp B,Enclosed,MWFRS(envelope)exterior zone and C-C Exterior(2)-l-0-0 to 2-0-0,Intenor(1)2-0-0 to 11-7-4,Exterior(2)11-7-4 to 17-74,Interior(1)17-7-4 to 27-6-0,Exterior(2)27-6-0 to 30-6-0 zone,C-C for members and forces &MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1, i 3 TCLL:ASCE 7-10;Pf=35.0 psf flat roof snow),Category II;Ex B;Partial/ Ex Ct=1.10 ( ) 9 ry p Y p, 7 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concgrrent with other live loads. U 6) All plates are 2x4 MT20 unless otherwise indicated. JUAN,J, 7) Gable studs spaced at 2-0-0 oc. ,I c 1 1,T" R A '�y 8) .This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tali by 2-00-00 wilt will fJf between the bot m chord any other members,with BCDL=10.Opsf. 9) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2..26,27,28,2 except(jt= 171113„29=1018. 10) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced a LOAD CASE(S) Standard 09/09/2019 Jab Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 19071986B T04 Common 2 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print 8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 06.43:38 Page:1 ID_rUBVWLTOW74SpGOpFYNRpyvFRH-i7Fl6aN_kGl8dtFx7agFnWdRwn6LXYrpGWp?GMyoKK3 1-0-0 5-1-12 10-0-0 � 14-10-4 20-0-0 2 _0-0 5-1-12 4-10-4 4-10-0 5-1-12 0-0 4x6 5 12 8 20 21 2x4 19 22 2x4 4 6 m 9 ao eP n n 5x6 5x6 3 7 2 T 7R1 Ri 8 1 1 9 10 4x12 5x8 412 10-0-0 20-0-0 Scale=1.45.2 10-0-0 10-0-0 Plate Offsets(X,Y): [2:0-3-8,Edge],[8:0-7-13,Edge].[10 0-4-0,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.63 Vert(LL) -0.05 10 >999 240 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.59 Vert(CT) -0.13 10-13 >999 180 TCDL 15.0 Rep Stress Incr YES WB 0.30 Horz(CT) 0.04 8 n/a n/a BCLL 0.0' Code IRC2015/TPI2014 Matrix-MS BCDL 10.0 Weight:91 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-3 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilino directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be SLIDER Left 2x8 SP No.1—2-6-0,Right 2x8 SP No.1—2-6-0 installed during truss erection,in accordance with Stabilizer REACTIONS (Ib/size) 2=1300/0-5-8,(min.0-2-1),8=1300/0-5-8,(min.0-2-1) Installation guide. Max Horiz 2=-147(LC 9) Max Uplift 2=-78(LC 11),8=-78(LC 12) FORCES (ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-469/0,34=-1444/132,4-19=-1153/108,19-20=-1044/111,5-20=-1015/128,5-21=-1015/128,21-22=-1044/111, 6-22=-1153/108,6-7=-1444/132,7-8=-404/0 BOT CHORD 2-10=-164/1125,8-10=-25/1125 WEBS 5-10=-35/629,6-10=-428/154,4-10=-428/153 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph,TCDL=5.Opsf,BCDL=5.Opsf;h=24ft;Cat.Il;Exp B.Enclosed,MWFRS(envelope)exterior zone and C-C Exterior(2)-1-0-0 to 2-0-0,Interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 13-0-0,Interior(1)13-0-0 to 18-0-0,Exterior(2)18-0-0 to 21-0-0 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category ll;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5) "This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 78 Ib uplift at joint 2 and 78 Ib uplfft at joint B. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.� LOAD CASE(S) Standard 1�t�j h)Qfin JUAN J. S-UT RA STRUCIU1` 21 fST <aL ' S'&AP&t" r:"4 09/09/2019 Job Truss Truss Type QtyPly 230 Emerson Way Florence,MA 19071986B T04GE Common 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print 8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:38 Page:1 ID:yO vrtaFOvGNOFhcWtfrfAQyvFNX-i7Fl6aN kGIBdtFx7agFnWdVMn86XXSpGWp9GMyoKK3 10-0 5-1-12 10-0-0 14-104 20-0-0 2 -0-0 -0-0 5-1-12 4-104 4-10-4 5-1-12 _0.0 4x4 9 8 10 12 8 r 31 32 33 34 7 6 On 11 c 4 5 m � 5x6 12x12 5x6 43 8 12 2 7 13 14 15 MT20HS 3x10 5x8 MT18HS 3x12 10-0-0 20-0-0 Scale=1.45.2 10-0-0 10-0-0 Plate Offsets(X,Y): [2:0-2-4,0-0-1],[2:2-1-7,0-6-1],[3:0-11-1,0-2-12],[15:0-2-8,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) -0.02 15-29 >999 240 MT20HS 148/108 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.48 Vert(CT) -0.17 15-29 >864 1130 MT20 197/144 TCDL 15.0 Rep Stress Incr YES WB 0.33 Horz(CT) 0.01 13 n/a n/a MT18HS 197/144 BCLL 0.0Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:112 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SPF No.2 JOINTS 1 Brace at Jt s:20 22 OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be SLIDER Left 2x8 SP No.1—2-6-0,Right 2x8 SNo.1—2-6-0 installed during truss erection,in accordance with Stabilizer REACTIONS All bearings 8-5-6.except 13=0-5-8 Installation guide. (lb)- Max Horiz 2=147(LC 10) Max Uplift All uplift 100(ib)or less at joint(s)18, 19,2 except 16=-101(LC 11) Max Grav All reactions 250(lb)or less at joint(s)19 except 16=261 (LC 18),17=453(LC 1),18=467(LC 1),2=394(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 5-6=-354/68,6-7=410/62,7-31=-556174,31-32=-545/78,8-32=-528/82,B-9=-535/103,9-10=-515/85, 10-33=-512/56, 33-34=-540/52,11-34=-662/43,11-12=-852/92,12-13=467/0 BOT CHORD 13-15=0/788 WEBS 9-15=40/292,15-22=-511/161,11-22=436/143,6-21=0/377,20-21=0/395,15-20=0/407,8-20=-271!71,16-20=-280/73, 7-21=-395/35,17-21=-422/29,5-18=424/38 NOTES 1) Wind:ASCE 7-10;Vuit=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.Opsf,h=24ft;Cat.ll;Exp B,Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)-1-0-0 to 2-0-0,interior(1)2-0-0 to 7-0-0,Exterior(2)7-0-0 to 13-0-0,Interior(1)13-0-0 to 18-0-0,Exterior(2)18-0-0 to 21-0-0 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.10 -. 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads, 6) All plates are MT20 plates unless otherwise indicated. \� 7) All plates are 2x4 MT20 unless otherwise indicated. ; r 8) Gable studs spaced at 2-0-0 oc. 9) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord a any other members. 10) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)2,13,18,19,2 exc@pt 04)�6=100. II 11) This truss is designed in accordance with the 2015 International Residential Code sections R502.11,1 and R802.10.2 and referenced Sunda N511TPI 1. 1 LOAD CASE(S) Standard �r SSK1NAL rirr1 09/09/2019 �� Vlj X1 :'V"'li,F'.•'i:'�.�4 1y��,. �tS op la jif!"tVM 91 t". b*x:N,'k g1'.f.S,j•[ W.Y::•i,`,gjNli{'i� Q t1 Q".�' g*."i1C-Y'r i'.E' •yV'/5 xt1 ;i 3 .6 i:,� S v " �*r .y f'• ',.74,_„.,,�^F: I +pJ f ,tt4Fdtt. V!!' t}`ct;it.c{of .a`.t. `'4''�P.c:, .r,:�l�"^�'!4"2 �L•q nr�t�.,f�ligk�f q,!:• •y,:g1:'r{•�A 'a 1x JT �f6 +F1;i17pIK ,q�;i �.a , ', � ' g' ,rq4!�� f.rrh,ia4D, a,.jFf�µle s71''• •"{.'��s:<�'x tr, +'ftJ.�1.~ti1+d C °, ., � a q � ,r-„ s e t., '�µ f 'i}L�} •+,, '4�j,.:i+ ap#;,rrF'a�A!}s t}3" a°,f�'a�tl�v. +7J;i L' " n.•,�tA!'�41 �C-F�{A+t � >w rLta� , j 4,:10*8'741if Pat, .o -9'°6 f.} rl tot Ip }i•'.i'sa�"aasi�tte„*3'R J1�!6ufa ,a 1s.:fu�'.: i, ,, �: r n '< ��s ,�•- � ,. '41 i7t•47 ,B}'':1S<1 Cfi4•"'Ap, 1•xi RfY r,•.}q' x� <, a x- _ ` .+' s" .! 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'J•"t.�s�e+gld;'i! ....�Js�•.'5�.3�'=''SCJ , r a. {�:: .,r.1 Q"3 t =& ti .7f'� a�( a r•?'��4s Yc d svt°rc i`SAf4S"$ .:'; �t tfr^:: ft.. <" .z-'i:.a ` ,;„ �:f7h � :ye, ,i�:nlA.� :fl 2e ,... ...;-i�FFeaS•it(r�, $ kfft';lS�:F ..a:,nrr � a. -hnrd.N t r� i � al �++f»j •,+4,.,...,^.�s; +.a.. -�+"; ,z: IEr x a . 3 oii,4k R+arK } f. t ;:r f f sC .{67 w ti� g4fa OW iO .,.,au j��, irJsi. m' Qd ."r${i�ff1A4. Qt,.J}vZLt?tetAgty» r 'Nt '� - '.><✓f yJ'Jt'(:4'.' ... 'CR{/kL''.'< 'iws...g i :TAS r'X"�y,.`.k.'i�.•• "'..�.�.rwY-�!sr.,. .,; •.. !3' {l 19 '�s►!a1 ►feyA S 1 }� ' 341}.,-wyf> 'Pilo" t r�,< a,vY 1t�i* '.+C•3AIC ix!*�J3' r 'I coG7 s f 'i'':pt .v{t}r,J`# f$ rhSF+ '.i bfY y7T.uY ' .... „...,,,., �..��...,w.,. .-.:. " ....,....,.. -..r....+.- •...«::.....a .,...�.r..�+r....iv,r.a,�l.�.....}�r...:.....w} ...... ,...,.....- .......,.yk,u.....arl+rt......:.,�.�..$.ndw .r1� ,.:}�:.r,p 15 Fv w O t- .t.�13UtV d c.Y ft's% ,i j' Lek .;.r eux., 40Cut, i' t"":� i!. -, r hr q.: IDL�. Y67 T$ •.lS ' °. , r F, ..t f: «..r..,..-'i�... .. ....._.....i.»,«'++�M.� ,y.-..,.. ..«�.}n,...... r,.. +..n -..i...a.,...�.,..�nti..a.. ls.d1V Vii" �,' -• r.. +A j.+.`• :7 ... 5�. .�w sr41f .. f a .. - ....t.�.• «. « t • I� jv .-{ .i .� _ x k 1•-.+1J+n.�MJ�� _ � yp11 .�? ew .. �.Ni,.. � a..-....- ,y...-{< �[. i, ' t ..� � n'.e,i"�+ a `° d ✓'f h I' _ `` X ,°> . • i, r e"'+i,C �.w`: . - � - ' �'' +r} ».y�:�i.�»3 b �8'atJ an4 k t wr r .�-t+n..<. r i:f�. '� M,-+,.-....,.,..+ .�«. -.-...w..ura ...yam-. �.�.�.K«„y�......�y�.-`... Wr.'w ...-....W,•.w...w.-naw+,..+..-.w�.llyr.-.^r.✓w...�.r+lfa✓wYw.wr,.s++-+Yn,i 1 _t7om� , .,.t:5... � . .�_,t•«.... ,. .�?.:,f', ..rx M• ,i4r: �°;'. .,.. x�..-.sr .r '�: w..s..... 4•!°:er"3#>.rT_° Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 19071986B T05GE Common Supported Gable 1 1 Job Reference(optional) UFP,.UFP SE Engineering Run:8.31 S May 22 2019 Print 8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:38 Page:1 ID:BD_Td 1 yKoaDZlsCivvuof9yvFNw-i7F 16aN_kG18dtFx7agFn WdXMnF9XbLpG Wp?GMyoKK3 6-0-0 12-0-0 1 0-0 1-o-0 6-0.0 6-0-0 o a 4x4 5 12 8 r- 4 6 17 18 Tz d� 3 7 u5 R u� 3x4 3x4 2 8 1 1 1617 ri Bt 10 9 12-M Scale=1:36.1 ' Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.22 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.03 Vert(CT) n/a n/a 999 TCDL 15.0 Rep Stress[nor YES WS 0.08 Horz(CT) 0.00 10 n/a n/a BCLL 0.0Code IRC2015/TP]2014 Matrix-MR BCDL 10.0 Weight:51 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 except end verticals. WEBS 2x4 SPF No.2 BOT CHORD Ri id ceiling directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 12-0-0. installed during truss erection,in accordance with Stabilizer (lb)- Max Horiz 16=-93(LC 9) Installation guide. Max Uplift All uplift 100(lb)or less at joints)10, 11,12,14,15,16 Max Grav All reactions 250(lb)or less at joint(s)10,11,13,15,16 except 12=301(LC 19),14=301(LC 18) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 4-14=-260!72,6-12=-260/72 NOTES 1) Wind:ASCE 7-10,Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.11;Exp B.Enclosed;MWFRS(envelope)exterior zone and C-C Comer(3)-1-0-0 to 2-0-0,Exterior(2)2-0-0 to 3-0-0,Corner(3)3-0-0 to 9-0-0,Exterior(2)9-0-0 to 10-0-0,Corner(3)10-0-0 to 13-0-0 zone;C-C for members and forces& MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as perANSI/TPI 1. 3) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category Il;Exp B;Partially Exp.;Ct=1.10 4) Unbalanced snow loads have been considered for this design. 5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6) All plates are 2x4 MT20 unless otherwise indicated. 7) Gable requires continuous bottom chord bearing. 8) Truss to be fully sheathed from one face or securely braced against lateral movement(i.e.diagonal web). 9) Gable studs spaced at 2-0-0 oc. 10) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 1%.11 11) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift atjoint(s)16,10,14.15,12,11. . 12) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced staoard ANSI/TPI 1. 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T.r ,«....w...,r -••w..�. ,..rr�.w....,:....... _.a. ....,y{ .atcac ' ` twdt4t +;r Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 19071986B Vol Valley 1 1 Job Reference(optional) UFP.UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:4339 Page:1 ID:gCBA_dHiZHol8Aap7hWagyyvFWX-AJpgKvOcVat?E1 g8hIBUKj9aJBWCG?kzV9YZopyoKK2 911 I 1923t9�I 9-11-4 9-2-15 0 1I, 4x4 3 2x4 16 17 2x4 2 4 �+ Ty n d 12 5 r— 15 V. 18 1 5 - B 3x4 2x4 2x4 3x4 2x4 3x4 19-10-9 Scale=1:36.9 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/dell L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.72 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.36 Vert(TL) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.26 Horiz(TL) -0.02 14 n/a n/a BCLL 0.0' Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:54 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing, OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 19-10-9. installed during truss erection,in accordance with Stabilizer (lb)- Max Horiz 1=54(LC 15) Installation guide. Max Uplift All uplift 100(lb)or less atjoint(s)8 except 1=-106(LC 18), 6=-102(LC 12),9=-106(LC 11) Max Grav All reactions 250(lb)or less at joint(s)1..5 except 6=777(LC 18),8=970(LC 1),9=779(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-15=-113/852,2-15=74/965,2-16=-29/805,3-16=-21/916,3-17=-20/916,4-17=-29/775,4-18=-74/967,5-18=-90/854 BOT CHORD 1-9=-792/116,8-9=-792/116,7-8=-792/116,6-7=-792/116,5-6=-792/116 WEBS 3-8=-956/99,2-9=-603/135,4-6=-606/135 NOTES 1) Wind.ASCE 7-10,Vult=117mph(3-second gust)Vasd=92mph;TCDL=S.Opsf;BCDL=S.Opsf;h=24ft;Cat.ll;Exp B,Enclosed,MWFRS(envelope)exterior zone and C-C Exterior(2)0-0-10 to 3-0-10,Interior(1)3-0-10 to 6-11-14,Exterior(2)6-11-14 to 12-11-14.Interior(1)12-11-14 to 16-11-2,Exterior(2)16-11-2 to 19-11-2 zone;C-C for members and forces 8 MWFRS for reactions shown:Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow),Category II;Exp B,Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)8 except(jt--lb)1=105,9=106.6=101. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard SNOF Jt1q�111^ j� L JUAN J RALES-Ul SI RUCI U1 21l cSS+UNA 09/09/2019 Jab Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 19071986B V02 Valley 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:39 Page:1 ID:XsGX WE CJC8wkp5YTDjux2UyvF We-AJpgKvOcVat?E1 g8hIBUN9g4BZcG2UzV9YZopyoKK2 I• 7-11-4 15-2-3 15--1-9 7-11-4 7-2-15 .6 46 3 2x4 15 16 2x4 12 2 14 I1 T' 17 4 0 5F— 13 18 c� 1 5 B1 Li 3x4 2x4 2x4 2x4 3x4 15.10-9 Scale=1:31 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.35 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.14 Vert(TL) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.09 Horiz(TL) 0.00 8 n/a n/a BCLL 0.0Code IRC2015ITP12014 Matrix-MS BCDL 10.0 Weight:42 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilino directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS All bearings 15-10-9. installed during truss erection,in accordance with Stabilizer (lb)- Max Horiz 1=43(LC 11) Installation guide. Max Uplift All uplift 100(lb)or less at joint(s)1,5,6,8 Max Grav All reactions 250(lb)or less at joint(s)1,5 except 6=598(LC 18),7=514(LC 1),8=598(LC 17) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. WEBS 3-7=452/66,2-8=481/109,4-6=481/109 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=5.0psf;h=24ft;Cat.II;Exp B;Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)0-0-10 to 3-0-10,Interior(1)3-0-10 to 4-11-14,Exterior(2)4-11-14 to 10-11-14,Interior(1)10-11-14 to 12-11-2,Exterior(2)12-11-2 to 15-11-2 zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow),Category Il;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) "This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 ib uplift at joint(s)1,5,8,6. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard 6OF Mq u JUAN J. RALES-UT RA STRUCTU t STA �aN;aL ►trtt� 09/09/2019 Job Truss Truss Type Qty Ply 230 Emerson Way Florence,MA 190719868 V03 Valley 1 1 Job Reference(optional) UFP,UFP SE Engineering Run:8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:39 Page:1 ID e500gs8p8vPJKUEh_tp?teyvFW-AJpgKvOcVat?E1g8hlBUKj9cRBThG1VzV9YZopyoKK2 5-11-4 11-2-3 11-10-9 611-4 5-2-15 3,60 5x6 2 12 9 10 5 �— (1 )7 M it1 N N ul N 1 3 0-0-4 t B1 4x4 2x4 44 11-10-9 Scale=1:28.3 111, Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.58 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.52 Vert(TL) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.15 Horiz(TL) 0.01 4 n/a n/a BCLL 0.0* Code IRC2015/TP12014 Matrix-MS BCDL 10.0 Weight:29 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Ri id ceilina directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 1=70/11-10-9,(min.0-2-4),3=70/11-10-9,(min.0-2-4), installed during truss erection,in accordance with Stabilizer 4=1286/11-10-9,(min.0-2-4) Installation guide. Max Horiz 1=32(LC 11) Max Uplift 1=-23(LC 18),3=23(LC 17)I 4=63(LC 11) Max Grav 1=131(LC 17),3=131 (LC 18),4=1286(LC 1) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-143/670,2-9=-1141769,2-10=-114/769,3-10=-1221670 BOT CHORD 1-4=-620/157,3-4=-620/157 WEBS 2-4=-1027/222 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph,TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp B;Enclosed,MWFRS(envelope)exterior zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category 11,Exp B,Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) *This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 23 Ib uplift at joint 1,23 Ib uplift at joint 3 and 63 Ib uplift at joint 4. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard r Dy.�kOF A) JUAN J. S-UT RA u' STRUCI LI 1 _ - ST ..�f NA� YVrII 09/09/2019 JOb Truss Truss Type Qty ply 230 Emerson Way Florence,MA 190719868 VO4 Valley 1 1 Job Reference(optional) UFP,UFP SE Engineering Run'.8.31 S May 22 2019 Print:8.310 S May 22 2019 MiTek Industries,Inc.Tue Aug 13 08:43:39 Page:1 ID:tYX'P72o1SPRMFd9WCg7YyyvFWq-AJpgKvOcVat?E1g8hIBUKj9ikBYuG2mzV9YZopyoKK2 7-2-3 3-11-4 7-10-9 3-11-4 0-3-6 3-2-15 4x4 12 2 5 9 10 1-4-3 7'1 1 3 81 3x4 2x4 3x4 7-10-9 Scale=1:27.1 - - Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) I/deft L/d PLATES GRIP TCLL 35.0 Plate Grip DOL 1.15 TC 0.24 Vert(LL) n/a n/a 999 MT20 197/144 (Roof Snow=35.0) Lumber DOL 1.15 BC 0.25 Vert(TL) n/a n/a 999 TCDL 15.0 Rep Stress Incr YES WB 0.07 Honz(TL) 0.00 4 n/a n/a BCLL 0.0Code IRC2015ITP12014 Matrix-MP BCDL 10.0 Weight:18 Ib FT=20% LUMBER BRACING TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 7-10-9 oc purlins. BOT CHORD 2x4 SPF No.2 BOT CHORD Rod ceilino directly applied or 6-0-0 oc bracing. OTHERS 2x4 SPF No.2 MiTek recommends that Stabilizers and required cross bracing be REACTIONS (Ib/size) 1=97/7-10-9,(min.0-1-8),3=9717-10-9,(min.0-1-8), installed during truss erection,in accordance with Stabilizer 4=7528-10-9,(min.0-1-8) Installation guide. Max Horiz 1=20(LC 15) Max Uplift 1=-12(LC 11),3-16(LC 12),4=-34(LC 11) Max Grav 1=126(LC 17),3=126(LC 18),4=752(LC 1) FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-9=-149/347,2-9=-65/393,2-10=-65/393,3-10=-70/347 BOT CHORD 1-4=-327/128,3-4=-327/104 WEBS 2-4=-526/127 NOTES 1) Wind:ASCE 7-10;Vult=117mph(3-second gust)Vasd=92mph;TCDL=5.Opsf;BCDL=S.Opsf;h=24ft,Cat.II;Exp B,Enclosed;MWFRS(envelope)exterior zone and C-C Exterior(2)zone;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 2) TCLL:ASCE 7-10;Pf=35.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.10 3) Unbalanced snow loads have been considered for this design. 4) Gable requires continuous bottom chord bearing. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 12 Ib uplift at joint 1,16 Ib uplift at joint 3 and 34 Ib uplift at joint 4. 7) This truss is designed in accordance with the 2015 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard JUAN J. ALES-LIT RA STRuclu 21 S N_.-_.. •' "T" 09/09/2019 Home Energy Rating Certificate Rating Date: Registry ID: unregistered ""'Nara Ilf,,itr<,� Projected Report rkE R(t t t Nrtit:41 tit; Ekotrope ID: 6LAPoYK2 IndexHERSO Score: Annual .ur scores HERS is a relative 230 Emerson performance score.The lower the number, Florence,MA •1062 Builder:the more energy efficient the home.To $ 5,540 learn more,visit www.hersindex.com *Relative to an average U.S.home 43 Rosemund Your Home's Estimated Energy Use: This home meets or exceeds the Use[Motu] Annual Cost criteria of the following: Heating 17.9 $911 2015 International Energy Conservation Code Cooling 0.7 $34 Hot Water 3.6 $185 Lights/Appliances 29.6 $1,507 Service Charges $0 Generation(e.g.Solar) 0.0 $0 Total: 51.7 $2,636 HERSIndex Home Feature Summary: Rating Completed by: M"t"WV Home Type- Single fa mily detached Energy Rater:David Gagne ISO Model: N/A RESNETID:7013322 Existing iao Community: N/A Homes u Conditioned Floor Area: 4,291 ftZ Rating Company:Power House Energy Consulting _ Number of Bedrooms 4 479 West St Suite 105,Amherst,MA Reference Nome 100 Primary Heating System: Air Source Heat Pump•Electric•2.87 COP Primary Cooling System. Air Source Heat Pump•Electric.•17 SEER Rating Provider.Energy Raters of Massachusetts r '; Primary Water Heating: Water Heater•Electric•3.55 Energy Factor 2 Woodiawn Street Amesbury,MA 01913 i srA„:=.•=i House Tightness 2 ACH50 978-270-3911 _Inr S0 Ventilation: 64.0 CFM•20.0 Watts A•""" 4d » This Home Dud leakage to Outside: 0 CFM25(0/100 s.f.) m Above Grade Walls: R-28 ZeroEne td Ceiling: Attic,R-70 ° 0 Window Type. U-Value:0.23,SHGC:0.2 � David Gagne,Certified Energy Rater cros*~ Foundation Walls: R-10 Digitally signed:8/21/19 at 2:04 PM • ! 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'.'35.x• r., vi;.i _. - . .. . 1 ,!. �t� t _ .. .:1�x .b'1,..'iv`• :/,7t:�'s 1Y'1 .....'a.% r.:. - - - �.r �~ 14 1, Y 'ylyE' .. I i"!'• - _ /'{y !1 1•. 4;F 4{{4mn t.k ,��t�.,:1 t' 1 _•f_ _ ` 11.`fin'.. � ----------------- 21 Gl --- DESIGN ASSUMPTIONS jLoads: T/C Live: 40 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf R2 Load Case: Live R1 Deflection Criteria: !I L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De U Design assumes continuous lateral bracing for both edges. 1 r 4 2 1 W c a - - ------- Floor Framing Material ------- I TypeQty. Product Length __ _ ------ ---- -Pine-- - R J1 3 Spruce-Pine-Fir 92 2 x 12 20' 0" J2 15 v v 18' 0" R1 10 v v 16' 0" LL ------ J3 20 v v 14' 0" R3 N -_ — -- -- R2 3 v v J4 26 v V 12' 0" _ P33 12' 0" J5 20 v v 10' 0" R4 5 v v 8' 0" --- -_ J6 5 v v 8' 0" R5 1 v v 3. 0" ---- - R6 1 v v 3 0 R7 5 v v 2' 0" ------*- RXX (R/L) v v 2' 0" R4 R1 R1 R4 Total length: 1462' 0" r O, ------- Beam 6 Ledger Material ------- i ,1 Tye Qty. Product Length W 4 -- -- ,p 82 3 1-3/4x11-7/8 VERSA-LAM 2.0 310 14' 0" a Total length: 42' 0" B5 3 1-3/4x9-1/2 VERSA-LAM 2.0 3100 28' 0" D j 34' 0• D` p B19 3 " v Total length: 186' 0" R1 G1 1 Spruce-Pine-Fir t2 2 x 12 5' 0" G3 2 v v 20' 0" O G4 2 v v 20' 0" c G9 2 v v B. 0" G12 3 v v 18' 0" G13 2 v v 18' 0" Total length: 191' 0" T r _--._-- 1 - ------ Post-Material ---_--- - - - Type Qty. Product Length ----- ---- - - Pi 9 Column by others 8' 1-1/8" H� Total length: 72'10-1/8" ------- Miscellaneous Materials ------- - Type Qty. Product Length Ti -__.='t- ------ ---- ------- XXX (R/L) Spruce-Pine-Fir 42 2 x 12 66'00" xxx (R/L) v v „ Total length: 71' 0" All product names are trademarks of their respective owners 12' On 23' 6" 53' n" NOTES: gF gm rll�l Miles Inc. r verbal information �' g p? 12 s Wne+ 4z4 G LN 1-1 1' L V V P L: i\11111 1V lJ Z- Lri1V :rried mbr fasteners (hip/jack) Skew Slope Top Detail ____________________________---__---______------____--____-___-_--_-_---_______-----__-___ 2 10dx1.5• C17183.pdf 2 10dxl.5• C17183.pdf 2 Teardrop: C17183.pdf 2 Teardrops C17183. E _DESIGN ASSUMPTIONS 3 82 B 4 Loads: ---_.- -____.:- - T/C Live: 40 paf B/C Live: 0 psf - - _.--2 ply-- - 2 ply T/c Dead: 10 paf B/C Dead: 0 psf Load Case: Live Deflection Criteria: L/360 Live L/240 Total Building Code: IBC/IRC (Allowable Stress De Design assumes continuous lateral bracing for both edges. 2 a ry ------- Floor Framing Material ------- a 333315555 TypeQty. Product Length ` ------ ---- ------- ------ R1 1 1" X 11 7/8" RIM BOARD 29' 4" R2 1 v v 11'10" Total length: 41' 2" 11 7 11-7/8" AJS 20 30' 0" 5 J2 3 v v 20' 0" 2 ply = -_ J3 8 v v 18' 0" R3 1 v v 18' 0J4 16 V v 121 01 " R R4_ 2 V v 12' 0" Total length: 648' 0" - R5 3 1" x 11-7/8" RIM BOARD 12' 0" v v 11' 8" T 0 R7 1 v v 9- 7" 1F O�z=___ R8 1 v v 5' 2-3/4" -' R9 1 v v 2' 0" R5 Total length: 64' 5-3/4 _______ " [, v -------- Beam 6 Ledger Material ------- S Type Qty. Product Length ., ------ ---- ------- ------ B7 2 Spruce-Pine-Fir f2 2 x 10 18' 0" _ B8 2 v v 5' 0" B9 2 v V 7- 0" Total length: 60' 0- B10 1 1-3/4x11-7/8 VERSA-LAM 2.0 310 5' 0" G6 2 v v 12' 0" G11 1 v v 10' Oe --- G12 1 v v 14' 0" G16 2 v v 18' 0" B Total length: 89. 0" l R5 ------- Header Material ------- O` Type Qty. Product Length ------ ---- ------- ------ B1 2 Spruce-Pine-Fir 42 2 x 10 10' 0" T r t1 B2 2 v V 10' 0" I1 Total length: 40 0- B3 2 1-3/4x14 VERSA-LAM 2.0 3100 SP 18' 0" ` --- - - _ - Total--length- 36--$"- - T r rNj,1p{- B4 2 Spruce-Pine-Fir i2 2 x 10 8' 0" 1 B5 2 v v 10' 01 Total length: 36' 0" H� ------- Post Material ------- L) Type Qty. Product Length H. ----- ---- ----- ------ • R5 P1 3 Column by others 8' 1-1/8" r h Total length: 24' 3-3/8" L -- CONTIUOUS HEADER Miscellaneous Materials ------- B3 2 ply Type Qty. Product Length ------ ---- ------- ------ XXX (R/L) 11-7/8" AJS 20 10' 0" XXX (R/L) v v 3- 0- R2 Total length: 13' 0" co LL All product names are trademarks of their respective owners �N oob 1 U? rke�Miles St. off NOTES: verbal information a = a m G7 West St. • !d by r.k. Miles �J.r West Hatfield Ma. MR. I ROOF FRAMING PLAN 21 DESIGN ASSUMPTIONS- 1 - Loads: J T/C Live: 35 psf B/C Live: 0 psf T/C Dead: 10 psf B/C Dead: 0 psf Load case: Snow _ Deflection Criteria: L/360 Live L/290 Total Building Code: IBC/IRC (Allowable Stress De 2 Design assumes continuous lateral bracing for both edges. 2 s 2. ' Floor Framing Material ------- r Type Qty. Product Length L R1 1 Spruce-Pine-Fir i2 2 x 6 14' 0" R3 1 v v 12' 0" R4 1 v v 10' 0• - - - -- _ R7 1 v v 8' 0" i A9 1 v v 7' 0• j R13 2 v v 4' 0• t R15 2 v v 2' 0' r Total length: 63' 01 I � ------- Roof Framing Material ------- Type Qty. Product Length -----' ---- ------- ------ R2 2 Spruce-Pine-Fir 92 2 x 6 12' 0" R5 2 v v 10' 01 j R6 8 vv 8' 0• ROOF TRU- SES 24 O / C R8 2 v v 7' 0• R10 1 v v 6' 0• R11 1 v v 5' 0• R12 2 v v 4' 0• R14 2 v v 3' 0" Total length: 147' 0• ------- Beam 6 Ledger Material ------- iJ I I TypeQty. Product Length O` ------ ---- - ----- ------ G1 2 Spruce-Pine-F- ir 92 2 x 8 14' 0• Total length: 28' 0" j I ------- Miscellaneous Materials ------- I' - - -- - - - - — Type _ Qty. Product Length T r ------ --- ------- ------ 1 XXX (R/L) Spruce-Pine-Fir 92 2 x 6 26' 0" j Total length: 26' 01 'T 1 All product names are trademarks of their respective owners H H: L; N IN rk Miles Inc. MOTES: verbal information rDa m d P =it- 1.. rqmm • if 21 West St. ed by r.k. Miles q av sy versee the Ln stailatlon Q m ;; Y Si m ecif ications.1f any c a I! i; West Hatfield Ma.