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36-297 (11) \ Jeffrey Bott Contracting .I 32 Pine Street i� �I� I I i ' ! I Florence, MA. ,i llii �r� \T ! i Lr i!i' �r p "U� 413 -584 -6251 III I1 1� CS 053157 1 '' .. l;,i I1 '' `'!�� y ;• HIC 101227 1! } / A \ �y U ! Three Season Porch � !� ;[; 1 ! I � ! ' ,,, °, �I ! ; 1 'y' Renovation / V y ' Judy Jacobson / 41 Sovereign Way Northampton ,MA 01062 \\ �� i \� \) \ \ \ \\/, I II 1 Jeffrey Bott Contracting 32 Pine Street Florence, MA. 413 -584 -6251 CS 053157 26'_8" HIC 101227 Three Season Porch 2 -12" LVL beam Renovation above Existing Judy Jacobson New Sunroom Exterior door to remain 41 Sovereign Way Northampton ,MA 01062 460 sq.ft. 0 built on existing deck 1 Masonary Heater by others '- JeldWen half glass door /� 3'0x6'8 typ. 2 ea. Floor Plan ' -' scale 1/4"= 1' ModernView 4'x5'gliding - L windows Existing House 2 ical9 ea.________ � 15' -0" 11' -8" X Jeffrey Bott Contracting 32 Pine Street Florence, MA. 413 -584 -6251 2 -2 "x10" PT beam - CS 053157 HIC 101227 6 x 6" PT beam 2 "x10" PT ledger Three Season Porch Renovation Judy Jacobson 41 Sovereign Way Northampton ,MA 01062 i � i l Floor Framing scale 1/4 "= 1' / 2 "x8" PT joist 16" on center 11'5" span r l 2 "x8" PT joist 16" on center 13' span Jeffrey Bott Contracting 32 Pine Street Florence, MA. 413 -584 -6251 CS 053157 HIC 101227 Existing concrete piers 10 "round by 4'deep Typical 7 ea. i \ 0 Three Season Porch b � Renovation Judy Jacobson N \ ! 41 Sovereign Way Pad for Masonary Northampton ,MA 01062 heater /by others \ 0 8" concrete \ �\ 48" below grade \ \ \ I i 1 Foundation scale 1/4"= 1' New concrete piers to be added 10" round by 4' deep on 24" footings O _ Typical 6 ea. O • Jeffrey Bott Contracting 32 Pine Street Florence, MA. 413 -584 -6251 CS 053157 1' -0" 15' -0" 11' - HIC 101227 A Three Season Porch EPDM flat roof Renovation .25/12 pitch 2 "x12" rafters 16" on center Judy Jacobson Fiberglass Singles 3/4" Advantec sheating 41 Sovereign Way treusses 24 on center Deck on sleepers on top y 6/12 pitch 9 Northampton , ,MA 01062 5/8" Zip roof sheating in 0) V � Roof Plan • scale 1/4 "= 1' Jeffrey Bott Contracting 32 Pine Street Florence, MA. 413 -584 -6251 CS 053157 /-- 2 -12" Ivl beam 14' span HIC 101227 !: _____.,/ , Three Season Porch j �i Renovation Judy Jacobson 41 Sovereign Way i Northampton ,MA 01062 II II fl II II II I II II II I .1 II II I Roof framing i \ scale 1/4 "= 1' II II II II -- 15' roof trusses 2 "x12" flat roof rafters I Il I @24" oncenter @16" on center li i I 12" overhang 2 "x4" wall below 1 2 "x4" walls below CITY OF NORTHAMPTON t BUILDING DEPARTMENT __ These plans have been reviewed - And approved. ,c -7-________4 Date Signature r 8 Frame roof over 15" x 20" section with roof trusses, 24" on center 6/12" pitch and sheath with 5/8" Zip roof sheathing. Cover with fiberglass shingles to match the existing house. 9 Install 9 Modern View gliding vinyl windows 48 "wide by 60 "tall as shown on plan. 10 Install 2 JELD -WEN smooth pro doors 3'0 x 6'8 as shown on plan. 11 Insulation, R -38 fiberglass batts in ceiling, R -15 fiberglass batts in walls, R -30 fiberglass batts in floor. 12 Exterior finish, cedar clapboards, primed and finger jointed, 4" exposure. Primed pine lx8 fascia with 1x2 bed molding 12" plywood soffits to match the house. 13 Interior finish, 1x6" #2 pine tongue and v groove novelty siding on walls and ceiling. 1x3" #2 pine window and door casings, 1x6" #2 pine base molding. 14 Electrical, outlets as required by code. 15 Heating and cooling, Electric through the wall heat and AC unit vent. Masonry heater by others. 16 Flooring, 2 1 /4" #1 strip oak flooring sanded and finished with three coats of poly. 17 Second floor Deck, Install a 10'by 16' deck on tapered sleepers over flat section of roof Cover with 5/4 x 6" Portico decking material and enclose with white Color Guard vinyl rails system. Note: This proposal does not include installing a door from the bedroom to this deck. 18 Exterior painting, 2 coats solid body stain on all new clapboards. 2 coats of latex paint on all new trim. 19 Interior painting, two coats of clear sealer of all wood surfaces. Painting by others, deduct $3,400.00 20 Cleanup, remove all construction debris from the site, sweep out new porch. Sincerely, Jeffrey Bott Jeffery Bott Contracting • Jeffrey Bott Contracting 32 Pine Street Florence, MA 01062 413 - 584 -6251 5/14/2010 Judy Jacobson 41 Sovereign Way Northampton, MA 01062 Dear Judy, I have prepared the drawings and specifications for your sun room project. If they meet with your approval I will file the proper building permits, and you can pass a copy of the plans along to your wood stove designer. The cost was slightly higher then the original estimate because as you probably noticed I forgot to include the flooring. I will, however hold to the stated cost of $60,000.00 Scope of the Work; Three/Four Season Porch Build a three /four season enclosed porch over your existing deck as shown in drawings by Jeffrey Bott, Jeffrey Bott Contracting. Existing deck surface will be removed, four new concrete piers will be added at specific load points shown on the drawings. Existing deck joists will be reused. If any deck joists need to be replaced or additional concrete piers added there will be additional costs involved. 1 Building permits 2 Remove existing deck surface and rail system. 3 Place four new concrete piers at point indicated on drawings. 4 Sheath floor with 3 /4" AdvanTech sub floor. 5 Frame 2x4 walls as shown on plan. 6 Sheath walls with 7 /16 "osb. 7 Frame roof over 12'x15'section with 2x12" lumber, taper top for a 1 /4 over 1 "slope. Sheath with 3 /4" AdvanTech and cover with EPDM rubber roofing. The Commonwealth of lassacnuse s . - ---- Department of Industrial .Accidents - Office of Il- vesrz D ario: zs 600 Washing on Szr ee.r Boston, 2114 02111 » gov /dia Workers' Compensation Insurance Affidavit: Builders/ Contractors /EIectricians,'Plumbers _Ar alicant Information PIease Print Le?ibhv . i` NaiDe IBusinesstOrganizaaon .Inaividnal,i: ; 4f..:'T t%. - -�� t � c - T - i .r;.} , '�' - i Address: . —' . ,,—., ' {. -`° mJ City: state /Zip: -v "- rr , ', `=-, i ': :A . . .-) i C' : ,L Phone =. ~t ‘J - -' -- - Are you an employer? Check the appropriate box: Type of project (required): 6. Q' �iew consuucdon i. am I am a employer with ❑ I am a general contractorand I I employees (roll and/or part-time).* * have hired the sub -contactors '. Q I am a sole proprietor or partner- 4. listed on the attached sheet 1. Q Remodeiin? j - ship and have no employees These sub contractors have S. Q Demolition working for me in any capacity. employees and have workers' v P 9. Q Buildinc addition [No workers' comp. insurance comp. mince.= required.] 5. Q W e are a corporation and its l o_Q Electrical repairs or additions :. Q I am a homeowner doing all work officers have exercised their I I.Q Plumbing repairs or additions myself. [No workers' comp. right of exemption per IvIGL [ti 12.0 Roof repairs insurance required.] T c. 152. § 1(4), and we have no 1 Q Other employees. [No workers' i comp. insurance required_] `? ny applicant that checks box =I mats: also Fill out the secion below showing their workers' compensatiot: policy information. Homeowners who submit this affidavit indicatinc 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 nanmc of the sub- contactors and state whether or not those eaaties have employer. If the sub - contactors have e:nplovees. they must provide their workers' comp. policy nur.,irer. I am an employer that is providing workers' compensation insurance for my employees Below is the policy and job sire information_ /� r ��y Ins Company Name: ``A 5jc' t►Ii'IT54:7 Eimpt at -trJ. /4 v�ii iv ____ Policy # or Self -ins. Lic. T: vVa. S° 0004'!&O(ZoOI 9 Expiration Date: to /?"s/ 2.,01D Job Sire Address: Ift i n . l Z' 5N- ` '7City /StaterZip: Ahzeri3'4iip�0.tJ ,4'. D /O4O Attach a copy of the workers' compensation policy declaration page (showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penal-des of a fine up to S1,500.00 and/or one -year imprisonment, as well as civil penalties in the form of a STOP Vv OP.K ORDER and a fine of .p 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 DL A. for insurance coverage verification. I do hereby certify under the pains and penalries of perjury that the informazion provided above is true and correct S r - Date: / �i d 2 Q/ D (_.,) Phone =: t N 5 13"f (2 1 I I � Official use only. Do not write in this area. to be cornplered by city or town o ciaL + City or Town: Permit/License Issuing Authority (circle one): i 1. Board of Health ?. Builcin_ Department =. Cir /Town Clerk 4. Electrical Inspector 5. Plumbing Inspector I� j 6. Other i Contact Pe -sari: Phone Phone == : l SECTION 8 - CONSTRUCTION SERVICES 8.1 Licensed Construction Sup Not Applicable ❑ Name of License Holder : V e. r- e Z At License Number 32- tF'fE '51' (2-S C arc- oe..en CA.- tiro(. G 5 oS 315`1 Address Expiration Date �� tt _ 5S4 �ZSI /1 6 (;),01( Signatures Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ t o c '2- 11 Company Name Registration Number e....4 e--e..... S o Lor1`�'t�-A j t 6(zsI 1.t i I Address Expiration ate ?2. ?(ham- Sr p e "Ct 1A' Telephone S g 4 402$ f — 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 T No ❑ 11. - Home Owner Exemption The current exemption for "homeowners" was extended to include Owner - occupied Dwellings of one (1) or two(2) families and to allow such homeowner to engage an individual for hire who does not possess a license, provided that the owner acts as supervisor. CMR 780, Sixth Edition Section 108.3.5.1. Definition of Homeowner: Person (s) who own a parcel of land on which he /she resides or intends to reside, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/ or farm structures. A person who constructs more than one home in a two - year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official, on a form acceptable to the Building Official, that he /she shall be responsible for all such work performed under the 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 ' ' ` ^ Section 4. ZONING All Information Must Be CompLetet Permit Can Be Derned Due To tncomp(ete Information Existing Proposed Required by Zonin This column to be fihled in by EXI ST1 66 s, 5 (~ tes 00 rAkik Building Department _�_______-_--_- _--� --' ' ----'--------. r '-------- ----- | LotSize ------_--------� ----- - --�------ ----------�------ � _� . - _ - __'__--_ - _--- Frontage /--------------�'� -------------' . --_ Setbacks Front -.--- ` F `-- r ---'� �--- _--- �--- --- --' Side L: -- DL^ - � L:_____.; R: .... ' - ... J r - - ----- [ Rear , ---' ' . ---� ^----' Building Height ._--- ---- r---. _ - L --- � ` '._` Bldg. Square Footage ----� ---- Y6 r - �� ----� ''--- . � . ____ . Open Space Footage � - �mxn�mmu mu:mv"na | _ _ | - L---- parking) [—� � --- [- -- #o[Pm�o Spaces - - - ` -- - Fill: ` - --- l _J , wvmmeac»muon -'-- -----�-------- --'-__-__.-___-__�_ A. Has aSpecial /Finding ever been issued for/on the site? �� 0 0 NO ��/ DON'T KNOW «~� YES «�� IF YES, date issued: i .- - ' --- - � IF YES: Was the permit recorded at the Registry of Deeds NO 0 x-� DONT KNOW �� ) YES ^_~/ �~� ^ _ - '-- - --' -� --- � ---- ---- IF YES: enter Book | Page� � ! and/or Document # ! �� B. Does the site contain a brook, body nf water or*ed �� KNOW v~� wetlands? NO ��. DONTNNO YES «~� IF YES, has a permit been or need to be obtained from the Conservation Commission? Need � ___-_'-_--'-_- to be obtained »�� Obtained Date Issued: Needs e v�� ~� ' ' � ---------� �� C. Dn any signs exist mn the proper� �� property? YES «�� NO ��, IF YES, describe size, type and Location: I _________ D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 12 IF ¥ES, describe size, type and Location: 1 | '----- -----------------------'----- E. Witi the construction activity disturb , grading, excavation, nr filling) over 1 acre orisd part nfm common plan that wilt disturb over 1 acre? YEGK � NO �u�) �� IF YES, then a Northampton Storm Water Managemen Permit from the DPW is required. SECTION 5- DESCRIPTION OF PROPOSED WORK (check all applicable) New House ❑ Addition Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors 0 Accessory Bldg. ❑ Demolition ❑ New Signs [D] Decks [1::J Siding [D] Other [D] Brief Description of Proposed Work: 6 04 11 /< r' � � 1 Sr tA( D .UL.. IINTO tb, A f,e Por:h, Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll - Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? 13)q .� d. Proposed Square footage of new construction. r 1 £ 0 Dimensions ` ". e. Number of stories? f. Method of heating? cA3croA Vt . . 4 1/L, Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction W l i Is construction within 100 ft. of wetlands? Yes N No. Is construction within 100 yr. floodplain Yes )S No j. Depth of basement or cellar floor below finished grade --t�a — ro OttAtz k. Will building conform to the Building and Zoning regulations? x- Yes No . I. Septic Tank City Sewer /i Private well City water Supply SECTION 7a - OWNER AUTHORIZATION - TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, Sub ~ r 5Z , as Owner of the subject property ,T �j hereby authorize v e �� `-' aft to , on my behalf, in all matters relative td,work authorized by this building permit application. � • if ;• *ature of O er Date I, Li � re. , as Owner /Authorized Agent hereby declare that th 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. Print Name .. i �.�� 5 Sc) Signatu - of'wni6 dent Date a - .. , - Department use only .- `City of Northampton status of Permit Building Department Curb-Cu4/Driveway e d ; a, 't 212 Main Street Sewer /Septic vatlabd ,,,.A ' ;; of 1 Room 100 Wat Avattabihty ,: °` s , - - Northampton, MA 01060 Two Sefs`of Structt..trai Plans phon 3 -587 1240 Fax 413 -587 -1272 Plo a laps°; .: MAY 2 7 � o sk API?LICATION TO CONSTRteT, AL \ER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING i �- 111111 SECTION. I- -SITE INFORMATION 1.1 Property Address: This•section to be completed by office Li ( S cat/42.V-'t -( ti W11 Map Lot Unit ` � ` Zone Overlay District 1v 04- "TiikleN, crr0 4 v tt O( 0 ( -- Elm St. District CB District SECTION 2 - PROPERTY OWNERSHIP /AUTHORIZED AGENT 2.1 Owner of Record: ( ( kA) Name (' ' Current Mailing Address: _ / 5SM 61 Name 0.4 J..... i ✓ Telephone Signature f 2.2 Authorized Agent: Te f ° f r n5 � Er �' __4 ca Name (Prin) ) Current Mailing Address: 5-0 -4 G °2-51 Sig :: ti - Telephone SECTION 3 - ESTIMATED CONSTRUCTION COSTS , Item Estimated Cost (Dollars) to be Official Use Only completed by permit applicant 1. Building 4 7 543 (a) Building Permit Fee 2. Electrical ^^�� e- (b) Estimated Total Cost of dL°� Cr Construction from (6) 3. Plumbing Building Permit Fee 4. Mechanical (HVAC) r o f70 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) lop 0DO Check Number S4-(7 3 ' ° This Section For Official Use Only Building ermit Number. Date g Issued: Signature: Building Commissioner/Inspector of Buildings Date File # BP- 2010 -1083 APPLICANT /CONTACT PERSON JEFFREY BOTT ADDRESS/PHONE 32 Pine Street FLORENCE (413) 584 -6251 PROPERTY LOCATION 41 SOVEREIGN WAY MAP 36 PARCEL 297 001 ZONE SR(100) / /WP/WSP II THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out � j Fee Paid _5 � 3 Typeof Construction: CONVERT DECK INTO 3 SEASON ROOM New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 053157 3 sets of Plans / Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: (Approved Additional permits required (see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND /OR Special Permit With Site Plan Major Project: Site Plan AND /OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received & Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission _ Permit DPW Storm Water Management Demolition Delay S/7)0 () Signature of Buildin Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health, Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning & Development for more information. ittt WAY BP- 2010 -1083 GIS #: COMMONWEALTH OF MASSACHUSETTS %Map:Block: 36 -297 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS • Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: BUILDING PERMIT Permit # BP- 2010 -1083 Project # JS- 2010- 001588 Est. Cost: $60000.00 Fee: $360.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: JEFFREY BOTT 053157 Lot Size(sq. ft.): 65122.20 Owner: JACOBSON JUDITH C Zoning: SR(100) //WP/WSP II Applicant: JEFFREY BOTT AT: 41 SOVEREIGN WAY Applicant Address: Phone: Insurance: 32 Pine Street (413) 584 -6251 Workers Compensation FLORENCEMA01062 ISSUED ON: 6/1/2010 0:00:00 TO PERFORM THE FOLLOWING WORK:CONVERT DECK INTO 3 SEASON ROOM 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 6/1/2010 0:00:00 $360.00 212 Main Street, Phone (413) 587 -1240, Fax: (413) 587 -1272 Building Commissioner - Anthony Patillo Job ,Truss ' Truss Type Qty 'Ply 41 SOVEREIGN WAY NORTHAMPTON, MA ' .... __- _. - -- 23907 1 T1 QUEENPOST 2 1 • • i .__ Job Reference (optlonal2_ , Truss Engineering Corp., Indian Orchard, MA 01151 7.230 s Apr 22 2010 MiTek Industries, Inc. Thu Jun 24 11:54:15 2010 Page 1 t -1 -0-0 4-4 -12 7 -11 -2 11 -5 -9 15 -10-4 16 -10-4 1 -0-0 + 4 -4-12 - - 3 -6-6 - 3 -6 -7 4-4 -12 i 1-0-0 • • 4x4 = • 4 � 12 11 6.00 12 \.. 1.5x4 10 13 1.5x4 • 3 - 5 • • , ; • T1 W T1 �� 9 �/ 14 • 2 / \ / mom '9 - 7 v IA • 1 8 • 3x6'% 3x8 = 3x6 • 7 -11 -2 15 -10-4 • 9831-1684 7 -11 -2 7 -11 -2 983#/ -168# Plate Offsets(X,YI 12:0-2-4,071-81,16:0-2-4,0-1-8] LOADING (psf) • TCLL 30.8 SPACING 2 -0-0 CSI DEFL in (loc) I /dell LJd PLATES GRIP • TC 0.28 Vert(LL) - 0.07 6 - >999 240 MT20 197/144 • • (Ground Snow =40.0) Plates Increase 1.15 Lumber Increase 1.15 BC 0.50 Vert(TL) - 0.20 6 - >9> 180 TUX 10.0 Rep Stress Incr YES WB 0.22 Horz(TL) 0.03 6 n/a n/a • BCLL 0.0 • Code IRC2003/TPI2002 I (Matrix) Weight 55 Ib FT = 10% BCDL 10.0 j LUMBER TOP CHORD 2 X 4 SPF No.2 6) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all BOT CHORD 2 X 4 SPF TOP CHORD areas where a rectangle 3-6-0 tall by 1 -0-0 wide will Tit between the bottom chord and W Stud 2 X 4 SPF Stud 1 -2 =34, 2 -9= -1289, 3 -9= -1233, 3 -10= -971, 10 11 = - 907, any other members. BRACING 4- 11=- 901, 4-12 =-901, 12- 13 = -907, 5- 13 = -971, 5- 14= -1233, 7) Provide mechanical connection (by others) of truss to bearing plate capable of TOP CHORD 6-7 =34 withstanding 168 Ib uplift at joint 2 and 168 Ib uplft at joint 6. Structural wood sheathing directly applied or 4-8-14 oc purtins. BOT OT C CHOR HORD 8) This truss is designed in accordance with the 2003 International Residential Code • BOT CHORD 2 -8= 1092, 6-8 =1092 sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS • 3-8 =-332, 4-8 =517, 5-8=-332 9) All Plates 20 Gauge Unless Noted • • REACTIONS (Ib /size) 2 = 884/0 -1 -90 NOTES (9) LOAD andard (S) 3 6 = 884/0 -1 -9 0-3-8 1) Wnd: ASCE 7 -02; 100mph; TCDL= 4.2psf; BCDL= S.Opsf, h =25ft; Cat. II: Exp B; Standard Max Horz enclosed; MWFRS (low-rise) gable end zone and C - Exterior(2) - - to 2 - 0, • 2 = -50(LC 9) Interior(1) 2 -0-0 to 4 -11 -2, Exterior(2) 4 -11 -2 to 7 - 11 - 2, Interior(1) 10 - 11 - to 13 - 10 - 4 Max Uplift zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for 2 = -168(LC 8) reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 • 6 = - 168(LC 9) 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow) Max Gray Category II; Exp B; Partially Exp.; Ct =1.1 2 = 983(LC 2) 3) Unbalanced snow loads have been considered for this design. 6 = 983(LC 3) 4) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times • flat roof load of 30.8 psf on overhangs non - concurrent with other live loads. • FORCES (Ib) - First Load Case Only 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with • TOP CHORD any other live loads. • 1 -2 =34, 2 -9 =- 1289, 3 -9 =- 1233, 3-10 =- 971, 10 -11= -907, • Job Type Qty y 41 SOVEREIGN WAY NORTHAMPTON, MA Truss Truss T e O PI '23907 1T1A QUEENPOST 7 1 _ _ Job Reference (optional) Truss Engineering Corp., Indian Orchard, MA 01151 7230 s Apr 22 2010 MiTek Industries, Inc. Thu Jun 24 11:54:23 2010 Page 1 1 -0 -0 _ 4-4 -12 7 -11 -2 11-5-9 15 -6 -10 f .- 1 -0 -0 4- 4_12 3 -6 -6 3 -6 -7 4 -1 -2 I 1 4x4 4 - __ ---, 11 10 6.0012 1 �� \ • 1.5x4 9 �_�2 1.5x4 • 3 \ 5 • 4� ``,,II � 13 • T1 2 a L OA 8 \ 0 r, - ii .W1_ • • 2 / 6 N 1 1 • 7 • 3x6 3x8 = 4x6 = • • 7 -11 -2 15 -6 -10 975- 167 # 7 -11 -2 7 -7 -8 Plate Offsets (X,Y)' [2:0-2-4,0-1-81 [6:0-0 -1 0-0 -9j — _ _ • TCLL 30.8 -0 LOADING (psf) SPACING 2-0-0 CSI DEFL in (loc) I /deft Ud PLATES GRIP (Ground Snow =40.0) TC 0 Vert(LL) - 0 . 07 2 - >999 240 MT20 197/144 Plates Increase 1.15 TCDL 10.0 Lumber Increase 1.15 • BC 0.52 Vert(TL) - 0.20 2 - >922 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.21 Horz(TL) 0.03 6 n/a n/a BCDL 10._0 Code IRC2003/TPI2002 (Matrix) Weight: 53 Ib FT = 10% LUMBER TOP CHORD 2 X 4 SPF No.2 Stud 7) Refer to girder(s) for truss to truss connections. • BOT CHORD 2 X 4 SPF TOP CHORD 8) Provide mechanical connection (by others) of truss to bearing plate capable of WEBS 2 X 4 SPF Stud 1 -2 =34, 1 1263, 87 5- 08, 3 -9= -945, 9 -10 =-881, 4 - 10= - 875, withstanding 100 lb uplift at joint(s) except Qt =lb) 2 =167, 6 =112. BRACING 4-11=-869, 1- 12 =�75, 5 -12= -945, 5 -13= -1108, 6 - 13= - 1231 TOP OP CHORD BOT CHORD 1 RD accordance Int ernational 9) This truss is designed in cordance with the 2003 Internati Residential Code CHO '. Structural wood sheathing directly applied or 4-9-5 oc purkns. 2 -7= 1070, 6-7 =1028 sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. BOT CHORD WEBS 10) All Plates 20 Gauge Unless Noted Rigid ceiling directly applied or 10 -0-0 oc bracing. 3 -7 =x 4-7= 493, 5-7= -285 LOAD CASE(S) • REACTIONS (lb/size) NOTES (10) Standard 2 = 872/0 -1-8 0-3-8 1) Wind: ASCE 7 -02; 100mph; TCDL= 4.2psf; BCDL= 5.0psf; h =2511 Cat. II; Exp B; 6 = 772/Mechanical enclosed; MWFRS (low - rise) gable end zone and C - C Exterior(2) - 1 - 0 - 0 to 2 -0 - 0, • Max Harz Interior(1) 2-0-0 to 4 -11 -2, Exterior(2) 4 -11 -2 to 7 -11 -2, Interior(1) 10 - 11 - to 12 - - 14 2 = 59(LC 8) zone; cantilever left and right exposed ;C-C for members and forces & MWFRS for • • Max Uplrft reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 2 = - 167(LC 8) 2) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow). 6 = - 112(LC 9) Category II; Exp B; Partially Exp.; Ct =1.1 Max Gray 3) Unbalanced snow loads have been considered for this design. 2 = 975(LC 2) 4) This truss has been designed for greater of min roof live load of 16.0 psf or '.00 times 6 = 826(LC 3) flat roof load of 30.8 psf on overhangs non - concurrent with other live loads. • 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcerrent with I FORCES (lb) - First Load Case Only any other live loads. TOP CHORD 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all 1 -2 =34, 2 -8= -1263, 3- 8=- 1208, 3-9 =- 945, 9-10 =- 881, 4-10 =-875, areas where a rectangle 3-6-0 tall by 1 - wide will fit between the bottom chord and any other members. Job ?Truss Truss Type y 41 SOVEREIGN WAY NORTHAMPTON, MA , Q ty PI • 23907 j T1 GE i GABLE 2 1 Job R eference (optional) MA 01151 Truss Engineering Corp., Indian Orchard, - -- 7.230 s Apr 22 2010 MiTek Industries, Inc. Thu Jun 24 11:54:18 2010 Page 1' -1-0-0 - _ _ -_ -- 7 -11 -2 _ __- -_ __ 15 -10-4 16 -10 f 1 -0 -0 7 -11 -2 7 -11 -2 1 -0 -0 • 4x4 = 6 5 6.00,1 4 18_„- 6 1 X 17 • 7 �1 j t�T �T1 :: 5 / 67 T �- 18 • T 1 Rf / ■ 1 I B1 u ***... 9 II 3x4 14 13 12 11 10 3x4 15 -10-4 { • 15 -10-4 • • Plate Offsets(X,Y): 1O- 2- 4,0 -1 -81 [8:0-2-4,0-1-8j LOADING (psf) SPACING 2-0-0 CSI DEFL in (loo) 1/deft Ud PLATES GRIP TCLL 30.8 Plates Increase 1.15 TC 0.28 Vert(LL) -0.01 9 n/r 120 MT20 197/144 • • (Ground Snow =40.0) Lumber Increase 1.15 BC 0.13 Vert(TL) 0.00 9 Nr 90 TCDL 10.0 Rep Stress Ines YES W8 0.09 Horz(TL) 0.00 8 rile n/a • BCLL 0.0' Code IRC2003/TPI2002 (Matrix) Weight: 56 Ib FT = 10% BCDL 10.0 ' LUMBER _. - -- - - .-- - - - - -. _. TOP CHORD 2 X 4 SPF No.2 10)* This truss has been designed for a live load of 20.Opsf on the bottom chord in all BOT CHORD 2 X 4 SPF No.2 BOT CHORD areas where a rectangle 3-6-0 tall by 1-0-0 wide will fit between the bottom chord and OTHERS 2 X 4 SPF Stud 2- 14 =20, 13- 14 =20, 12- 13 =20, 11- 12 =20, 10- 11 =20, 8 -10 =20 any other members. BRACING WEBS 11) Provide mechanical connection (by others) of truss to bearing plate capable of TOP CHORD 5 -12 =- 166, 4-13 =- 111, 3-14= -288, 6 -11= -111, 7 -10= -288 withstanding 100 Ib uplift at joint(s) 2, 8, 13, 11 except (jt =1b) 14 =105, 10 =105. Structural wood sheathing directly applied or 6-0-0 oc purlins. 12) This truss is designed in accordance with the 2003 International Residential Code BOT CHORD NOTES (13) sections R502.11.1 and 6802.10.2 and referenced standard ANSVTPI 1. Rigid ceiling directly applied or 10 -0-0 oc bracing. 1) Wind: ASCE 7 -02; 100mph, TCDL= 4.2psf; BCDL= S.opsf; h =25ft; Cat. II; Exp B: 13) All Plates 20 Gauge Unless Noted enclosed; MWFRS (low -rise) gable end zone and C -C Corner(3) -1 -0-0 to 2 - - 0. • REACTIONS All bearings 15 -10 -4. Exterior(2) 2-0-0 to 4 -11 -2, Comer(3) 4 -11 -2 to 7 -11 -2. Exterior(2) 10 -11 -2 to 13 - 10 - 4 LOAD CASE(S) (Ib) - Max Horz zone; cantilever left and right exposed ;C -C for members and forces & MWFRS for Standard 2= -49(LC 9) reactions shown; Lumber DOL =1.33 plate grip DOL =1.33 Max Uplift 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to • All uplift 100 Ib or less at joint(s) 2, 8, 13, 11 except wind (normal to the face), see MiTek "Standard Gable End Detail" 14=- 105(LC 8), 10=- 105(LC 9) 3) TCLL: ASCE 7 -02; Pg= 40.0 psf (ground snow); Pf =30.8 psf (flat roof snow;. • Max Gray Category II; Exp B; Partially Exp.; Ct =1.1 All reactions 250 Ib or less at joint(s) 12, 13, 11 except 4) Unbalanced snow loads have been considered for this design. 2= 352(LC 2), 8= 352(LC 3), 14= 498(LC 2), 10= 498(LC 3) 5) This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 limes • • flat roof load of 30.8 psf on overhangs non - concurrent with other live loads. FORCES (lb) - First Load Case Only 6) All plates are 1.5x4 MT20 unless otherwise indicated. TOP CHORD 7) Gable requires continuous bottom chord bearing. 1 -2 =34, 2- 15 = -93, 3- 15 =54, 3- 16 = -77, 4- 16 =-40, 45 =54, 8) Gable studs spaced at 2 -0-0 oc. 5- 6 = -54, 6-17=-40, 7- 17 = -77, 7- 18 =54, 8- 18 = -93, 8-9 =34 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with BOT CHORD any other live loads. 2- 14= 20, 13- 14= 20,12 -13= 20,11 -12= 20,10 -11= 20,8 -10 =20 • Contractor Copy of Order '!` WORK ORDER # 23907 Ordered On:06/24/10 ii E F�lN 1 81 GOODWIN ST P rojected Delivery By: 07/03/10 ** PO BOX 51027 Requested Delivery: To Be Confirmed rA INDIAN ORCHARD, MA 01151 Job: JACOBSON MANUFACTURERS OF ROOF & FLOOR TRUSSES Phone (413) 543 -1298 Fax (413) 543 -1847 Toll Free (800) 456 -0187 41 SOVEREIGN WAY NORTHAMPTON, MA Sold To: r. k. Miles, Inc. PO: RU6910 -BOTT 24 West St. West Hatfield, MA 01088 Ordered By: DOUG HODGINS Attn: DOUG HODGINS Phone: (413) 247-8300 Our Salesman: Brian Tetreault Cancellation Date:06 /27/10 ** Truss Engineering must be contacted 7 - 10 business days before your optimal delivery date. Only Matt Taylor or Joe Henley can issue or change a SCHEDULED DELIVERY DATE. SPECIAL INSTRUCTIONS: *STANDARD HEEL. ROOF TRUSSES LOADING TCLL- TOOL- BCLL -BCDL ROOF TRUSS SPACING:24.0 IN. O.C. (TYP.) LAYOUT BY: ON: / / INFORMATION 40.0,10.0,0.0,10.0 I PROFILE I QTY LY I TOP PITCH I BOT I TRUSS ID SPAN I SPAN I L 1 B OERHG RA SHIPPING G I WEIGHT PRICE PRICE QUEENPOST 01 - 00 -00 101 -00 -00 -• - . ., 2 6.00 0.00 Ti 15 -10 -04 15 -10 -04 2 X 4 2 X 4 °4 54 - ! QUEENPOST 1 01 -00 -00 ! 04 - - 52 - - 7 6.00 0 00' T1A 15 -10 -04 15-06-10 2 X 412 X 4 GA 01 -00 -00 01 -00 -00 T1GE BLE 1 15 -10 -04 15 -10 -04 2 X 412 X 4 2 6 00', 0.00 04 - - 55 ROOF SUB - TOTAL: ITEMS QTY ITEM NAME 1 ITEM TYPE NOTES UNIT 1 TOTAL PRICE PRICE 7 HUS26 i 1 -Std Roof Hangers 1 -PLY HEAVY DUTY - 1950# IN 1 1 2x6 / 2695# IN 2x8 ITEMS SUB - TOTAL: * ** IMPORTANT NOTE * * * ** It is the sole responsibility of the retailer to supply all attached drawings and information to their customer for review and approval',. Any and all changes must be received by Truss Engineering prior to the cancellation date. Any changes received after cancellation date may result in added charges and delay of order. No response before cancellation 1, date will be perceived as a full approval of order. Truss Engineering is responsible for supplying only the material as listed on the order. sus TOTAL Deliveries are F.O.B. our truck to jobsite. Inability to access the jobsite or take delivery i of order may result in additional charges. GRAND TOTAL