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11C-020 (2) Permit No. D5-08 CITY OF NORTHAMPTON, MA DRIVEWAY PERMIT Date: 10/1/07 FEE: $25.00 CHECK#: 5024 THE BOARD OF PUBLIC WORKS Driveway must be staked and house & lot number Posted The undersigned respectfully petitions your honorable body for: Permission to install a drivewav at • 124 Florence Street, Leeds, MA 01053 Fifteen (15) foot maximum width at the street line. Gutter drainage not to be disturbed. All drainage shall be directed off the driveway surface to adjacent land and not on the existing roadway.Driveway surface to be paved as soon as possible if the grade of the proposed driveway exceeds 3% or more Homeowners will be held responsible for any cost to the City of Northarnnpton in the event of a washout of this driveway. l By: David Fortier Builders Telephone#: Proposed Location Inspected By: /3. ` ' �� ���`7 Gravel Base Grade Inspected By: Final Approval THE BOARD OF PUBLIC WORKS voted that petition be granted. Edward Huntley Director of Public Works (SUBJECT TO ATTACHED CONDITION 1 & 2) cc: Building Inspector | ` � � (��1 - -- - '' '---- - -_--_- ---- -----n�- --- ' -' �---- - ------' - to `�� c~ ` ��/ �T7�/�u / � '__'_-_------_ -_ --��-------�--''�'----���- -------'--'-------------------- | � � =_ sT, ` ^� \ � ' O T, r 0 cj,s(,� I ov . 1 rc� o, T-, (I- L7 V 365 Mate Street Spfld., NIA 01105 ' Y AM.: RE: f=acilities This is to confirm that the Vernon facilities attached to the following location: 1 iJMVV--O- , I— C-3 Al have been removed so that you may go forward with your plats for it. Sincerely; Verizon - ORC W* TOTAL PAGE.01 *W nationalgrid November 1,2007 Mr.Richtard Hlais 124 Florence Strut Leeds,MA 0175'3 To Whom It May Concern, This is to verify that National grid has removed the electric service and meter at 124 Florence Street, Leeds,Massachusetts,effective November 1,2007 for Building Demolition. Sincerely, Jim Nichols Supervisor Distribution resign 4Njekp Sae Hayd5mojje ft ad,Leads,MA 0105x? ■ wwhv.h8 on�lgnd.com T0!T,G_ 3E)ttd 6313+4 N!Cid1WHN TBSLz TE:IT L©®t' rTAt:Lt (IPA) a"Std Gn Cowpony November 0L, 2007 DAVE FORTIER BLDERS Dear DAVE FORTIER 9LDERS, The address listed bolo* has had the gasp service(s) disconnected and is now ready for demolition. ADDRESS: 124 FLORENCE ST TOWK : NORTHA14PTOK SThTE Kassachasstt® Sincerely r L. Ferri Winer Workforce Planning 2025%ow%OtAwflue. P.G.Ecx 2025 Sa'ingfielq,MA 01t1722Q2S 4*781.9200 Fsx.413.781.9,.22 tio4 02 07 03:28p Eco Genesis Corpnrati�r, 4134997438 p3 Project Monitoring Report#RLO7169 124 Florence Street,Leeds, MA Mr.David Fortier Novcmber 2,200 Page 2 of 2 i 1'e determine airborne iliber corrccntra"low, air ;;icimpic� wes collectccl uE�cr�-rs_c:l cn s ni xed cellulose ester rnernbraee filter(�.i. rni,.ror pore ,Izt. for PCM) r,tc utacd ir: a '�5- millimeter diameter elecirica!ly condoctive cowl, using high-vorunics anmp!ia� pumps. Sampling and analysis was peribrm5d in accordarce with Massachu ett> Ashestcs Regulations 1145-3 CMR 6,00), NIOSI-1 Analytical Method 7400, and EGUs, Qua!I3, Assurance/Quahty Control Manual. If you have my questions regarding tak 7rv,u:nentation cr report, please conlaz-t oaur of?ice. iVery tru!y yours, ECO-GFNESIS CORPORATION ;yro itrosky.Tr. Presi!!n,: r Enclosure, NlRiav i I li S I I Nov 02 07 03:27p Eco 3aiesiE Corpora Dr, 4134997433 p ec ki GENESIS N ovember 2, 200 Mr, David Fortier David Fortier Builders 32 Laurel Street ore 415*5 17H Northampton, MA 01064 P� Fax 4;31 449 Re-, Asbestos Removal Project -Project!Ivlop i toring,Report 41P L 07169 4V (Asbestos Monitcr OAN103,42 I ) Facility 124 Florence Street Leads, MA EGCO: C7-1443 i Date: October 31,200'7 Dear Mr. Fortier: I On October 31, 1007, Eco-Genasjs Cc:-poratVi (F.1GQ reported to t1w v,,tiidential building located at 124 Florence Stre,_,t. IMA to porforrr firial viLival and clearance air monitoring in Loniunc,.L,,r vi;ith Cie rernXiva-1 of paneling adhesive, yellov, block hnoki u in0 textured ceiling rnat,,,rials. 'Flit, ;Ai�.�estos abatement work was performed by GE,l i.la ironmer tai. inc. (GEM) cf Ncrth fNd arns, MA in preparation ofwhole structure demolition During the prpiect, asbestos removal ac-iivities Nvere I imited to removal of iniatel-i, 392 square feet(sf) of asbestos-cc.,.ntajn'rp, pancliny a!'J)csivc kwated on the vah;,: of fl.-C porch(Roorn 3)and the kitchen (Room 4N. .40 Sf t.)l'yel low block limflQuill lol_-,atec. ;n the bathroom (Room 6), and 3pprc\lriatelly I I0 -,i'cftextured ceiline looaued ni 0ic zecond floor(Rcorns I I and 13), GEN-1 reriovcd !fic ashustos using,one work area. Warning signs N,,,erc posted at die entrance of the work, area indicating restric-c;! access. The work area consisted of adoubie-laycr c.F polyethylene sheeting(poly)on tl�e walls and floors where applicable. Critical !carriers on winclov,s, doors anJ other openings were sealed in place prior to the LplacQniciil of'he floor, wall and ceii' ig poi,v, 4L contiguous three-stage decontamination ,rrit wt.13 1 0Cated in Room 3 at I!,.- door. One higi officiency machine-WaS U,iliZC.' 0,:re8tC negative pressure in the work area,and ras c.,,hausied to the outside oft, e A. final 'visual inspection was perfi_)rn-,L%j *;], ilic ti o0% itY6a on OctoLer .31. 200" 11 the Gornple-.Ion of removal ant{ cieaniiig activitie�, h. kvla;, &t:rrnincuii at iil!iL ti!,.,;" UMI a satisfactory condition of "no viiii)ie dQbr;s­ had N-on achieved. Fellov.-ing il-,c ;I Ual inspection, two (2) clearance air samples werc collected inside too coritainllit-nt to document corn pietion of the work. Phzi,.c(A.P.,rast analysi!7 A­Lh� it i samples indicated that airborne lfihcr ,,u:iccnlrations did not exceed the criteria of 0.01 fbers per cubic c, ntimeter Jlzc) of air at the time ofsiiniohu;.!. :end as such,the results vvere considered satisfazv,ry itto passinlo, a � a r sl��, i t } i a i i f i f .. t i i i t t i 1 t a A1,12 a PDUC r,,_ Lu e C 5-601,- ?G �00 7 8Q6 H 94 Ind '1 If rl L SPAR"vfSNT GF BUILDEJZG n SP G-TIONIS _'c INSPECTCP 2i2 vfmn Strut • Municipal Building Norta.mpton, MA 01060 Hv11 E kf--"' 'NER LXLMIPTION ACENOWI FD(;.'EMENT The State of Massachusetts allows the homeowner the rich[ under 780CM;considered 8.3.4 to act as l.is/her construction supe. ,- :-or. The stare defines "Homeowner" as, son(s) who owns a parcel on which he/she resides or intends to be, a one or two f welling, attached or detached structures accessory to such use and/or farm ctures. A person_who constructs more than one home in a two-year period shall not b a home owner." I The-building-depar went for the City of Northampton grants any person(s)who seek to use the home owner exemption, to act as their own corst action sUpe z:so: to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backflI). sonotube holes (before Dour). a rou4lh building insaection(before work is concealed).insulation-inspection (if required)and_aTTinal_buildine inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until-the-work can-be-insyected.- If the homeowner hires other trades to perform work(electrical, plumbing&gas) the homeowner vU,be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit issued, and that they get their required inspections. Failure of the individual trades to secure the permits and inspections as required can DELAY the project until such time as the proper permits and inspections are made understand the above_ (Home owner/resident's signature requesting exemption) I will call to schedule all required building inspections necessary for the building permit issued to me. Date Address of work. location The Commonwealth of Yrassachusetts —�-- Departmert of Industrial_-1 ccidents Off ice of Investigations i 600 Washington Street Boston,3L4 02111 www.Mass.b ov/dia Workers' Compensation Insurance AffidaNjt: Builders,Contractors/Electricians/Plumbers ADD11cant Information Please Print LeaibIti Name(Business/Orzani—,irion/Ind:viduaI): {�() 1 'J P T I f;__ Address:_SQ. L AujE&1 t 1 City/State,,Zip:/IJI.U_W WTZZA MA, [D/0(w o Phone., � /13 6­19G— N b Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. X I am a general contractor and I employees(full and/or part-time). have tired the sub-contractors 6. OP New construction 2-❑ r_ fisted on the attached sheet 7- Remodel 1�a sore proprietor or partner- ship and have no e=levees These sub-contactors have g- (g Demoli ion working for me in any capacity.acity. employees and have workers' .. 9. ❑Building addition [No Warkt s'cow_i suiance Corr).insurance.+ required] 5- 7 We are a corporation and its 10.0 Ele=ical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additions myself 'ca right of exemption per MG 1 L , Y I'`'o workers �- _❑Roof repairs insurance rued]t c. 152,§1(4), and we have no employees. [No workers' 13.0 Other comp.insurance required.] ---' tv agp ican cnecra Dom fF E—==0 out me secaon oeww snowing then-workers'compensation policy mformaIIOa 'Homeowners who subtnit this affidavit indicating they are doing all work and then hire outside contractors mustsubttut a new amdavit indicatEng such. tContractors that check this box must-r-nrhed an additional sheet showina the name of the sub-contractors and state whether ornot those entities have employees. If the sub-contactors have entpIoyecs,they truest provide their workers'comp.policy ntmwer. I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. -. �– Insurance Company Name: — 1(e L -r' Policy'or Self-ins. Lic.r: j/ U�L e CI t✓t`, 0 L a 6 Expiration Date: 6 3 1 b 2 / Job Site Address: C L"" St , � C` 11�� City/State/Zip:1-1 901 � FL u + c i t)w Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to se—care coverage.as required trader Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1500-00 and/or one-year imprisonment, as well as civ1 penalties in the form of a STOP WORK ORDER and a fine of up to$250-00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investisations of the DL4 for insurance coverage verification. I do hereby und=the pains and penalties of perjury than the information provided above is true and correct — �tafure — Phone#7 4 `m Cs LOth e only. Lo not write to this area, to be completed by euy or town ofilciaL wn; _- -__--- - _-----Per-mit/License thority(circle one): Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S. Plumbing Inspector son: Phone : ♦ t SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: u Not Applicable ❑ Name of License Holder: J U l 7 o ls.i 0U co License Number Addre Expirati n Date - / S7,g-n—a—t u-T V Telephone 9.Registered Home Improvement Contractor: Not Applicable ❑ 9 CL Company Name Registration Number '7 /r .&5' Address �lv�✓ Expiratio Dat j AU4A 7: ©n((�A _Nr + Telephone-16-5 'g16�7 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....... 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 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House Addition ❑ Replacement Windows Alteration(s) ❑ Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [M Siding[o] Other[p] Brief De cri tion off roposed � _ W�� /. "-AC t't tx o x444 0' Work: U rXtSi INi• I �y4a� f/ic4 P(ito t� 01:zF (5F�`u LOL'f/y Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet Ga.`If New house and or addition to existing housing, complete the following: a. Use of building:One Family_ Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached?_ Y E4J 11 d. Proposed Square footage of new construction. ��� S• �- Dimensions ���Sl= Ol���cG/o 4!RAI�t� :'3X `6 e. Number of stories? 21 f. Method of heating? t QS Fc.2U3l1 fl.T WAr`gA Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction , T t K FSJ&.d i. Is construction within 900 ft. of wetlands? Yes _ No. Is construction within 100 yr. floodplain Yes k No j. Depth of basement or cellar floor below finished grade (o 1Z-h,5 Trace k. Will building conform to the Building and Zoning regulations? Yes No. I. Septic Tank City Sewer Private well City water Supply T SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date I, I A U i � U I: Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by p� Building Department Lot Size I.. . . r.,... Frontage 1.� ►..� r.. . Setbacks Front ° ZrJ r v Side L: �� (+. R: �� � L•�.�.�. R: Rear O Lt Zo Building Height A a I Bldg. Square Footage % i�Q`t i8 Open Space Footage p� (Lot area minus bldg&paved 7�q'$ parkin ) #of Parking Spaces Fill (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW 0 YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained Q Date Issued: C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES 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 Q NO t IF YES, then a Nort hampton Storm Water Management Permit from the DPW is required. Department use only -City of Northampton Status of Permit: uiiding Department Curb Cut/Driveway Permit n _ - 212 Main Street Sewer/Septic Avaitability Room 100 Water/Well Availability Nrn'fhampton, MA 01060 Two Sets of structural Plans' phone 413-5871240 Fax 413-587-1272 Plot/Site Plans . Other Specify t7-77 77 APl'l_ICATIOIy 70 TRUCT,ALTER,REPAIR,RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office D a( lvc lz J , L F— Map Lot Unit Zone Overlay District Elm St.District CS District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 1'e l TO Ltt"e G<� � (7�ee--to-T-G' - Name(�rint) Current Mailing Address: 0'( Telephone 7—4-Lf-0-1 Signature 2.2 Authorized Agent: c)(04 Name(Prin Current Mailing Address: !`l3 ' Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building co (a)'Building Permit Fee 6UG . 2. Electrical (b)Estimated Total Cost of Y Construction from 6 3. Plumbing V3 9& , Building Permit Fee 4. Mechanical(HVAC) r 5. Fire Protection ` 0. Tidal- 0 x 2 1 3 1 4 1 S) 0 b 5. UU r.hark Ni imhar This Section For Official Use Only Date Building Permit Numb r. Issued: Signature: ---— Building Commissioner/Inspector ofBui mgs - Date File#BP-2008-0425 APPLICANT/CONTACT PERSON David Fortier ADDRESS/PHONE 32 Laurel St NORTHAMPTON (413) 586-8965 PROPERTY LOCATION 124 FLORENCE ST MAP 11 C PARCEL 020 001 ZONE URA THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Buildin Permit Filled out Fee Paid Y Tymeof Construction• DEMO&BUILD NEW SFH/ATT GARAGE ON EXISTING FOUNDATION New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included•_ Owner/Statement or License 008026 �J 3 sets of Plans/Plot Plan QY Q THE/Approved OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF TION PRESENTED: Additional permits required(see below) �r'c4L1 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 Commissio Permit DPW Storm Water Mana e nt oa Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. 106 ` —13 6 t �e,rep� ' • a 3 LL 3xat (P3 Sep Poo"t ,6 a� C0 l Li �v loot i EeasT��ec� 1140 S. 04LO R WA/ W o 1(�X3v Ott f XlgT-I v(p W(juste t�•L 73, lot ILL LU bi 3{�t Cx9 o _ t 100 f a �� � ST. 10. Do any signs exist on the property? YES NO IF YES, describe size, type and location: Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: 11. Will the construction activity disturb (clearing, grading, excavation, or filling) over 1 acre or is it part of a common plan of development that will disturb over 1 acre? YES NO _,k_ IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO LACK OF INFORMATION This column reserved for use by the Building De arlment EXISTING PROPOSED Lot Size p(,p 5o FT. 2 Frontage O l i Setbacks Front Side L: vt R: -37 I L• ao° �c R: 1 i(0 i1 L R: Rear L^� E 0 U/ jj Building Height ! i Building Square Footage I %Open Space: (lot area minus building& paved D �� parking f of Parking Spaces #of Loading Docks [Fill: (volume & location) 13. Certification: 1 hereby certify that the information contained herein is true and accurate to the best of my knowledge. i/ Date: Applicant's Signature �l NOTE:Issuance o a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conservation Commission, Historic and Architectural Boards,Department of Public Works and other applicable permit granting authorities. V':\DocumentcU Or niS\origircailEu;di:: -L- ^= ^ir.�-Pit-.Appli anon�xssive.doc 8/42004 r,n m A s L`i 0I T i /00/7//® Z_ 71 File No. Please type or-print 01-information and return this form to the Bu ldincr Inspector's Office ivitlh the $15 filing fee (check or money order)payable to the City of Northampton I. Name of Applicant: —A,) I 0 Address: 3`t, L AU P L S l ��lr"�r NQ A1zwTeiephone: l - �°( (o 2. Owner of Property:_ i C 14 A l S _ Address: / t (. )e-i Aut, Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee Other (exp I a i n)jq&7 4ACncoz- 4. Job Location: 4 FC o e2 a c1A ,�'T, Ltca Q S —� '_ �^m c l _ �} _.1,,... c.,.- .r-^.,• "�"»'�.. ,}gr�-'�i"u',.�._.��;��°'.�.wss}�,-.�-.�^�x^�-x-'�''j,��y� „� - �- .�„�, �sin. ;,„� L.�rx���Y2�',-ewEw'.n-3^-�.•`„-'s�+ i1 '�5 +.�GG�IL�� �J+'L1 £�''-'Y.�IA��LvK� ���� •?w.-5-" 2�..- "Zxw. �-. � 4 p 5. Existing Use of Structure/Property: ,^l N fv ti /'1 1 t- `) 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): �1� v�er�anr C I� cJ® �,/J(�i/c�v J ,artj'.2- At/ t'L w Fo y n/!�R i l an+ A n AU i a lUi'c U1 <aj L!t �fl 7. Attached Plans: Sketch Plan � Site Plan Engineered/Surveyed Plans 6. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DONT KNOW X YES IF YES: enter Book Page and/or Document R 9.Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained date issued: (Form Continues On Other Side) R%:�:?o�.:-ae;:tc'�r'PA�1 crimez?'R:1l C:n�_i^.sT)°-Cr^TU73RIRE-PC£?P1i-Ar�'jllCdtiOR-P2SS7V_.�OC S/�?OD4 File#MP-2007-0110 APPLICANT/CONTACT PERSON David Fortier ADDRESS/PHONE 32 Laurel St (413)586-8965 PROPER ' THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST � j ENCLOSED REQUIRED DATE ONING FO LLED OUT —10 Wa 1" —" Fee Pais------ Building Permit Filled out Fee Paid Typeof Construction: ZPA-DEMO&BUILD NEW SFH/ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FO LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN)OPPIMATION 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 Pernlit from CB Architecture Committee Permit from Elm Street Conniuss' Signature of Building Official Date Note:Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact the Office of Planning&Development for more information. Iii -�Snoi� ow. ajodd d� C iC, ' ...... loot 04CU a WAY t�QA 01 31 err qva s�F, f ► i x C3 1'? x 1 3`IS•F, es ST. ?0. Do any signs exist on the pr operLy? YES NO IF YES, describe size, type and location: Are there arty proposed changes to or additions of sions intended for the property? YES NO IF , describe size, type and !oration: J 11. Will the construction activity disturb (clearing, grading, excavation, or filling) overt acre or is it part of a common plan of development that will disturb over 1 acre? YES NO X IF YES, then a Northampton Storm Water Management Permit from the DPW is required. 12. ALL INFORMATION MUST BE COMPLETED, or PERMIT CAN BE DENIED DUE TO"LACK OF INFORMATION This column reserved for use by the Building Department J EXISTING � PROPOSED — � Lot Size Frontage I Setbacks Front Side L: 1'j : R: S (� L: J' R: 1S- G Rear BuiTding Height Building Square Footage °k Open Space: (lot area I � c minus building_& paved IJ � � c� 2o parking ff of Parking Spaces I I of Loading Docks Fill: (volu�& Ioc�ation) + -� 13. Car-tifl cation: 1 hereby certify that the information co ned herein is true and accurate to the best of my knowledge. Date: ©� Applicant's Signature NOTE:Issuance of a zoning permit does not relieve an applicant's burden to comply with all zoning requirements and obtain all required permits from the Board of Health, Conser vation Commission, r Historic and Architectural Boards,Department of Public Works and other applicable per-nit granting authorities. 'vd:u'�oc.�.•nen�rOR nfS\o:i�inaF3uiidinA-Ls�°.�xor Zonir.�-Perait-Spaiicarion-pusice.doc 9/42064 S E P 2 2CC7 FileNo. Alp���`� fix _- PI'" ' r: g,g-6r prjint aII information anti return this farm to the Building Inspector's-D ice-with the S1511'ling fee (check or money order)payable to the �CityofNorthampton 1. Name of Applicant: � � `F fJ i Address:_ J C S7 Telephone: ' 2. Owner of Property: kick/a 41l r Address: �,- ! /L(7-. 4 U0, -04) Telephoner'!^12 1- 1 3. Status of Applicant: Owner Contract Purchaser Lessee Other (eyplain) ,ti - 4. Job Location: 5. Existing Use of Structure/Property: S) &2 Ln L if /`'t/t 6. Description of Proposed Use/Work./Project/Occupation: (Use additional sheets if necessary): 1'O O/V ,oA) �✓ < +7�` — Aug L �.j O Y� 7. Attached Plans: Sketch Plan �_ Site Plan _�_ Engineered/Surveyed Plans R. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the P.egistry of Deeds? N.0 IF YES: enter Book Page and/or Document 9.Does the site contain a brook, body of water or wetlands? NO DON'T KNOW _�_ YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained date issued: (Form Continues On Qther Side) �':',Doc�-Hens',PO��S'o�sir:a;'3u;idiaa-i�s.�o:o-'.Zo::ina Pe^r.: °_p-�ii�tion-pis>-ive.doc s'=`^DO^ File#MP-2007-0110 APPLICANT/CONTACT PERSON David Fortier ADDRESS/PHONE 32 Laurel St (413) 586-8965 pop- THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FO ILLED OUT Building Permit Filled out Fee Paid Typeof Construction: ZPA-DEMO&BUILD NEW SFH/ATT GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE F OWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF ATION 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 Commi f Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact the Office of Planning&Development for more information. i NOV i 20 q o o �is t rl` ' � �r•E? S. F. r t ; L.10 1 E / Northampton, MA Property Detail Page 2 of 2 Brick Trim: 0 X 0 Stone Trim: 0 X 0 Lower 1 st Stoiry 71 2nd Story 3r Remodeling Data: Basement One Story jUnfinished Attic Year Remodeled: 0 lone Story Frame Kitchen Remodeled (Y/N): Frame Utility Bath Remodeled (Y/N): Land Data F Outbuilding Info Square Foot Type Utilities Type F Qt Value no Prime information Site 9,069 113,140 Type Qty Year Size 1 Size2 Kc Ino information Acreage Type Street/Road Type Acres Value no no information information Sales Info F Permit Info Date I Type Price Validity F Date I Permit # Price Purp Ino informationi Ino information http://www.northamptonassessor.us/noho/propertydetail.php?map_no=11 C-020-001&pag... 10/25/2007 Northampton, MA Property Detail Page 1 of 2 City of Northampton, MA: Residential Property Record C New Search Property Type Classification Code Reference Card 1 of 1 Parcel - Location - Zoning - Assessment Map-Block-Lot: 11 C-020-001 Zoning: Assessm Location: 124 FLORENCE ST Neigborhood: 15 Land: #Living Units: 1 Deed Book: 6870 Buildin Class: R-101 Deed Page: 347 ji Total: Dwelling Information iF Building Sketch Style: Year Built: (� l 1947 Story Height: Attic: Unfin Basement: Full Total Rooms: 5 Bedrooms: 2 Full Baths: 1 Half Baths: 0 s 6 C Exterior Walls: Alum/Vinyl Unfinished Area: 0 30 12 Ground Floor Area: 720 1 Fr 12 Total Living Area: 864 a Finished Basement Living 0 X 0 24 UA11 Fr1B Area: C720) Basement Recreation Area: 0 X 0 Woodburning Fireplace 0/ 0 Stacks/Openings: Metal Fireplace 0 / 0 Stacks/Openings: Heat/Central A/C: Basic Heating System: Warm Air Fuel Type: Oil Quality Grade: C Physical Condition: Average Interior/Exterior: Same Condition/Desirability/Utility: AV Addition Information: Vacant/Dwell/Oby Status: Dwelling Additional Features: http://www.northainptonassessor.us/noho/propertydetail.php?map_no=11 C-020-001&pag... 10/25/2007 li (rite �rfar�i�auivfnn DEPARTMENT OF BUILDI),!C INSPECTIOI.S � 212 Alain $trcct • Ifunici al Buildinu NorLlivmpton. ATasc. 010GO • Square Footage Amount - Basement $.I5 • : 1st Flc-xr Q $- !ly(i A[` 2nd Floor @ $-30 1/2 Floors, Attic, Garage $_15 Deck, Porches $-15 TpT:::L_ l v nzpp 365 State Street Spfid., NIA 01105 RE: Facilities This is to confirm that the Verizon facilities attached to the following locatim, have been removed so that you may go forward with your plans for it, Sincerely, Verizon - CIRO * TOTAL PAGE.01 Job Truss Truss Type Oty Ply 07093798 T1 FINK 14 1 Job Reference(optional) Univers®L"st Products,Belchertown,MA.01007 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Oct 16 09:36:26 W-61age 1 1-0-0, 6-6-4 12-6-0 18-5-12 25-0-0 26-0-Q T--� 1-0-0 6-6-4 5-11-12 5-11-12 6-6-4 1-0-0 S. =1422 4.6 4 I 2.4\\ VV3 9// 3 6 i 2 6 0 9 8 4K8= 3.6= 3.6= 3.6= 40= 0-0-0 0-0-0 8-6-3 16-5-13 25-0-0 8-6-3 7-11-11 8-6-3 Plate Offsets X Y:[2:0-0-0,0-0-41,[6:0-M,0-0-41 LOADING(psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.96 Vert(LL) -0.16 2-10 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber Increase 1.15 BC 0.97 Vert(TL) -0.40 2-10 >736 240 BCDL 100.0.0 Rep Stress Incr NO WB 0.30 Horz(TL) 0.09 6 n/a n/a BCLL 0.0 Code IBC2003/TP12002 BCDL 10.0 (Matrix) Weight:88 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Structural wood sheathing directly applied or 3-1-4 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing. WEBS 2 X 4 SPF No.2*Except` W1 2 X 4 SPF Stud,W4 2 X 4 SPF Stud REACTIONS (lb/size) 2=1557/0-3-8,6=1557/0-3-8 Max Horz2=-101(LC 9) Max Uplif12=-194(LC 8),6=-194(LC 9) Max Grav2=1723(LC 2),6=1723(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0175,2-3=-2650!786,3-4=-2215/781,4-5=-2215/781,5-6z-26501786,6-7=0/75 BOT CHORD 2-10=-555/2202,910=-245/1449,8.9=-2 4 511 4 49,6-8=555!2202 WEBS 3-10=-812/334,4-10=-243/1041,4-8=-243/1041,5-8=-8121334 NOTES 1)Wind:ASCE 7-02,100mph,h=24ft,TCDL=5.Opsf,BCDL=5.Opsf,Category II;Exp C,enclosed;MWFRS and C-C Exterior(2)zone, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow),Ps=38.5 psf(roof snow);Category II;Exp C,Partially Exp.;Ct=1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 194 lb uplift at joint 2 and 194 Ito uplift at joint 6. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIfrPI 1. LOAD CASE(S)Standard C Job Truss Truss Type city Ply 07093798 T1GE GABLE 2 1 Job Reference (optional) Univers®L"st Products,Belchertown,MA.01007 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Oct 16 09:36:27 2007 Page 1 1-0-0 12-6-0 25-0-0 ?6-0-Q 1-0-0 12-6-0 12-6-0 1-0-0 Scale=1 422 44= 8 r 9 6 10 600(iS 5 11 T T q T T 12 T 3 13 T1 2 14 15 3x4 G 3x8= 3x4 0-0-0 25-0-0 i 25-0-0 Plate Offsets X Y:[2:0-2-10,0-1-81,[14:0-2-10,0-1-8 LOADING(Psf) SPACING 2-M CSI DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.24 Vert(LL) -0.01 15 n/r 180 MT20 197/144 (Ground Snow--,55.0) Lumber Increase 1.15 BC 0.09 Verl(TL) -0.01 15 n/r 80 TCDL 100.0,0 Rep Stress Incr NO WB 0.17 Horz(TL) 0.01 14 n/a n/a BCLL 0.0 Code IBC20031TP12002 BCDL 10.0 (Matrix) Weight:105 W LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 2=251/25-0-0,14=251/25-M,21=213/25-0-0,23=234125-M,24=234125-0-0,25=237/25-0-0,26=221/25-0-0,27=276/25-M,20=234/25-0-0,19=234125-0-0,18=237125-M, 17=221/25-0-0,16=276/25-0-0 Max Horz2=-101(LC 9) Max Uplitt2=-36(LC 6),14=-47(LC 9),23=-45(LC 8),24=-51(LC 8),25=-48(LC 8),26=-50(LC 8),27=-46(LC 8),20=-42(LC 9),19=-52(LC 9),18=-48(LC 9),17=-50(LC 9),16=46(LC 9) Max Grav2=337(LC 2),14=337(LC 3),21=213(LC 1),23=323(LC 2),24=309(LC 2),25=315(LC 2),26=295(LC 2),27=365(LC 2),20=323(LC 3),19=309(LC 3),18=315(LC 3),17=295(LC 3), 16=365(LC 3) FORCES (lb)-Maximum CompressiorVMaximum Tension TOP CHORD 1-2=0173,2-3=-106/57,3-4=-84!56,4-5=-78180,5-6=-80/130,6-7=-79/195,7-8=84/252,8-9=-84252,9-10=-79/195,10-11=-80/130,11-12=-78/68,12-13=-84/37,13-14=-98/57,14-15=0/73 BOT CHORD 2-27=01142,26-27=01142,25-26=01142,24-25=011 42,2324=0/142,22-23=0/142,21-22=0/142,20-21=0/142,19-20=01142,18-19=01142,1 7-1 8=011 42,16-17=01142,14-16=0/142 WEBS 8-21=-173/0,7-23=-283/107,6-24=-2691126,5-25=-274/120,4-26=-259/119,3-27=-311/130,9-20=-283/107,10-19=-269/126,11-18=-274/120,12-17=-259/119,13-16=-311/130 NOTES 1)Wind:ASCE 7-02,100mph;h=24ft,TCDL=5.Opsf;BCDL=5.Opsf,Category 11,Exp C;enclosed,MWFRS and C-C Exterior(2)zone, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL ASCE 7-02;Pg=55.0 psf(ground snow);Ps=38.5 psf(roof snow),Category II;Exp C,Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 36.5 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Gable requires continuous bottom chord bearing. 11)Gable studs spaced at 2-M oc. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 36 lb uplift at joint 2,47 lb uplift at joint 14,45 lb uplift at joint 23,51 lb uplift at joint 24,48 Ib uplift at joint 25,50 lb uplift at joint 26,46 lb uplift at joint 27,42 lb uplift at joint 20,52 lb uplift at joint 19,48 lb uplift at joint 18,50 lb uplift at joint 17 and 46 lb uplift at joint 16. 13)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 0709379B T2 FINK 6 1 Job Reference (optional) universo."st Products,Belchertown,MA.01007 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Oct 16 09:36:26 M(Fage 1 -11 6-3-6 12-0-0 17-8-10 24-0-0 25-0-0, 1-0-0 6-3-6 5-8-10 5-8-10 6-3-6 1-0-0 Sol.=140. I 46= 4 5757 2.4\\ 2.4// W2 W3 5 3 1 6 2 r I 10 9 6 3.10- 3.10- 3.6= 30= 3x6= 0-0-0 0-0-0 8-2-4 15-9-12 24-0-0 8-2-4 7-7-8 8-2-4 Plate Offsets X Y:[2:0-10-2,0-0-1% 60-10-2 0-0-10 LOADING(psf) SPACING 2-0-0 CSI 7DEFL in (loc) Vdefl Ud PLATES GRIP TCLL 38.5 plates Increase 115 TC 0.96 -0.15 2-10 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.95 -0.37 2-10 >771 240 TCDL 10.0 Rep Stress Incr NO WB 0.43 ) 0.09 6 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:83 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-8-7 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=1498/0-3-8,6=1498/0-3-8 Max Horz2=94(LC 8) Max UpIWQ=-190(LC 8),6=-190(LC 9) Max Grav2=1659(LC 2),6=1659(LC 3) FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/72,2-3=-2610/775,3-4=-2183/759,4-5=-2183!759,5.8=-2610/775,6-7=0172 BOT CHORD 2-10=-559/2194,9-10=-260/1449,8-9=-260/1449,6-8=-559/2194 WEBS 3-10=-784/316,4-10=-22811006,4-8=-22811006,5-8=-784/316 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category It Exp C;enclosed;MWFRS and C-C Exterior(2)zone, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02,Pg=55.0 psf(ground snow),Ps=38.5 psf(roof snow),Category 11,Exp C,Partially Exp.;Ct=1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.3 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 190 Ito uplift at joint 2 and 190 Ito uplift at joint 6. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSl1TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 07093798 T3 HOWE 12 1 Job Reference(optional) 18111"sal Forest Products,Belchertown,MA.01007 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Oct 16 09:36:29 @007OPage 1 6-0-4 11-6-0 16-11-12 23-0-0 24-0-0 6-0-4 5-5-12 5-5-12 6-0-4 1-0-0 Scale=1 37. Cx6= 3 600 12 3141, 3.4 O 4 2 W2 W4 1 5 6 10 9 9 4110= 2.4 11 3.6= 3x8= 2x4 II 4.10= 0-0-0 0-0-0 6-0-4 11-6-0 16-11-12 23-0-0 6-0-4 5-5-12 5-5-12 6-0-4 Plate Offsets X Y:[1:0-0-0,0-0-41,[5:0-M,0-0-41 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 38.5 plates Increase 1.15 TC 0.75 Vert(LL) -0.12 1-10 >999 360 MT20 197/144 (Ground Snow--55.0) Lumber Increase 1.15 BC 0.88 Vert(TL) -0.23 1-10 >999 240 TCDL 10.0 Rep Stress Incr YES NB 0.87 Horz(TL) 0.09 5 n/a n/a BCLL 0.0 Code IBC2003/TPI2002 (Matrix) Weight:831b BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-13 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 7-11-2 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (Ib/size) 1=1326/03-0,5=1442/0-3-8 Max Horz 1=-101(LC 9) Max Upliftl=-129(LC 8),5=-183(LC 9) Max Gravl=1437(LC 2),5=1597(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-2483/726,2-3=-16251578,3-4=-1624/578,45=-2455/712,5-6=0/75 BOT CHORD 1-10=-509/2059,9-10=509/2059,8-9=-509/2059,7-8=-495/2031,5-7=-495/2031 WEBS 2-10=01248,3-8=-261/829,4-7=0/246,2-8=-1069/339,4-8=-1043/322 NOTES 1)Wind:ASCE 7-02;1 OOmph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed,MWFRS and C-C Exterior(2)zone, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02;Pg=55.0 psf(ground snow);Ps=38.5 psf(roof snow);Category 11,Exp C,Partially Exp.;Ct=1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 129 lb uplift at joint 1 and 183 lb uplift at joint 5. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASES!Standard Job Truss Truss Type Qty Ply 0709379B T HOWE 1 1 Job Reference(optional Universzol"st Products,Belchertown,MA.01007 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Oct 16 09:36:29 age 1 1 0 0 6 0 4 11-6-0 16-11-12 23-0-0 24-0-0, 1-0-0 6-0-4 5-5-12 5-5-12 6-0-4 1-0-0 s.�=1 3s. 4x6= 4 600 12 3x4 p 3,4 Q 5 3 yn W4 6 2 2 11 10 9 6 3.10= 3.10= 2.4 It 3.6= 3.8= 2x4 II 0 i 0-0-0 -0-0 6-0-4 11-6-0 1 16-11-12 23-0-0 6-0-4 5-5-12 5-5-12 6-0-4 Plate Offsets X Y:[2:0-10-0.0-0-101.[6:0-10-0.0-0-101 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Vdefl L/d PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.74 Vert(LL) -0.11 9 >999 360 MT20 197/144 (Ground Snow=55.0) Lumber Increase 1.15 BC 0.79 Vert(TL) -0.21 2-11 >999 240 TCDL 10.0 Rep Stress]nor YES WB 0.84 Horz(TL) 0.09 6 n/a n/a BCLL 0.0 Code IBC2003ITP12002 (Matrix) Weight:85 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 2-9-9 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 8-2-15 oc bracing. WEBS 2 X 4 SPF Stud REACTIONS (lb/size) 2=1440/0-3-8,6=1440/0-3-8 Max Horz2=94(LC 8) Max Uplift2=-183(LC 8),6=-183(LC 9) Max Grav2=1596(LC 2),6=1596(LC 3) FORCES (lb)-Maximum CompressiordMaximum Tension TOP CHORD 1-2=0175,2-3=-2454/706,311=-1618/572,4-5=-16181572,5-6=-24541706,6-7=0/75 BOT CHORD 2-11=-489/2030,10-11=-489/2030,9-10=-489/2030,8-9=1189/2030,6-8=-489/2030 WEBS 311=0/246,4-9=-255/822,5-8=0/246,3-9=-1043/321,5-9=-1043/321 NOTES 1)Wind:ASCE 7-02;100mph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf,Category II;Exp C,enclosed,MWFRS and C-C Exterior(2)zone, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)TCLL:ASCE 7-02,Pg=55.0 psf(ground snow);Ps=38.5 psf(roof snow);Category II;Exp C,Partially Exp.;Ct--1 3)Roof design snow load has been reduced to account for slope. 4)Unbalanced snow loads have been considered for this design. 5)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non concurrent with other live loads. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 8)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 183 lb uplift at joint 2 and 183 lb uplift at joint 6. 9)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job Truss Truss Type Qty Ply 0709379B T3GE GABLE 2 1 Job Reference(optional) Univers;f.J�*st Products,Belchertown,MA.01007 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Oct 16 09:36:30 2007 Page 1 -1-0-0 12-0-0 24-0-0 1-0-0 12-0-0 12-0-0 1-0-0 Scala=140. 44= B 9 10 6 6007 T 11 5 T T 12 4 T T1 13 3 T 14 2 15 C 3.411 3x4 5xfi= 0-0-0 24-0-0 ' 24-0-0 Plate Offsets(X,Y): 2:0-2-10 0-1-81,[14:0-2-10,0-1-81,[23:0-3-0,0-3-01 LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 38.5 Plates Increase 1.15 TC 0.21 Vert(LL) -0.01 15 n/r 180 MT20 197/144 (Ground Snow--55.0) Lumber Increase 1.15 BC 0.09 Vert(TL) -0.01 15 n/r 80 TCDL 10.0 Rep Stress Incr YES WB 0.16 Horz(TL) 0.01 14 n/a n/a BCLL 0.0 Code IBC2003/TP12002 (Matrix) Weight:99 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (lb/size) 2=231/24-M,14=231/24-M,21=213/24-0-0,22=234/24-M,23=234124-M,24=233/24-0-0,25=236/24-0-0,26=226/24-0-0,20=234/24-0-0,19=234/24-0-0,18=233/24-0-0, 17=236/24-M,16=226124-M Max Horz2=-98(LC 9) Max Uplifl2=-39(LC 6),14=-46(LC 9),22=-45(LC 8),23=-51(LC 8),24=-47(LC 8),25=-53(LC 8),26=-34(LC 8),20=-43(LC 9),19=-52(LC 9),18=-47(LC 9),17=-53(LC 9),16=-34(LC 9) Max Grav2=310(LC 2),14=310(LC 3),21=213(LC 1),22=323(LC 2),23=310(LC 2),24=310(LC 2),25=314(LC 2),26=298(LC 2),20=323(LC 3),19=310(LC 3),18=310(LC 3),17=314(LC 3), 16=298(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0(73,2-3=-104141,3-0=-79/51,4-5=-80(75,5-0=-80/120,6-7=-79/185,7-8=-84/243,8-9=-04/243,9-10=-79/185,10-11=-80/120,11-12=-80/58,12-13=-79/42,13-14=-84141,14-15=0/73 BOT CHORD 2-26=0/137,25-26=0/137,24-25=0/137,23-24=0/137,22-23=01137,21-22=0/137,20-21=0/137,19-20=0/137,18-19=0/137,17-18=0/137,16-17=0/137,14-16=0/137 WEBS 8-21=-173/0,7-22=-283/108,6-23=-269/126,5-24=-271/119,4-25=-273/124,3-26=-264/110,9-20=-2831108,10-19=-269/126,11-18=-271/119,12-17=-2731124,13-16=-264/110 NOTES 1)Wind:ASCE 7-02;1OOmph;h=24ft;TCDL=5.Opsf;BCDL=5.Opsf;Category II;Exp C;enclosed;MWFRS and C-C Exterior(2)zone; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)TOLL:ASCE 7-02;Pg=55.0 psf(ground snow);Ps=38.5 psf(roof snow),Category II;Exp C,Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope. 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Gable requires continuous bottom chord bearing. 11)Gable studs spaced at 2-M oc. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 39 Ito uplift at joint 2,46 lb uplift at joint 14,45 lb uplift at joint 22,51 lb uplift at joint 23,47 to uplift at joint 24,53 lb uplift at joint 25,34 lb uplift at joint 26,43 lb uplift at joint 20,52 lb uplift at joint 19,47 lb uplift at joint 18,53 lb uplift at joint 17 and 34 lb uplift at joint 16. 13)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. LOAD CASE(S)Standard Job • Truss Truss Type Qty Ply 0709379B T3GE GABLE 2 1 Job Reference(optional) Univers;610"st Products,Belchertown,MA.01007 6.500 s Mar 8 2007 MiTek Industries,Inc. Tue Oct 161109:50 2007 Page 1 i1-0-0 11-6-0 23-0-0 ,24-0-0, 1-0-0 11-6-0 11-6-0 1-0-0 Sc.6 139. 30= 6 7 9 110 6 6007 11 5 T 12 T 4 T T 13 T 3 T1 b Ml 5 LA I 2 16 e4 3R6= 3x6 1, 0-0-0 23-0-0 _ , 23-0-0 Plate Offsets X Y: 2:0-2-10 0-15 8:0-3-0 Ed e LOADING(psf) SPACING 2-M CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 38.5 plates Increase 1.15 TC 0.21 Vert(LL) -0.01 1 n/r 180 MT20 197/144 (Ground Snow 55.0) Lumber Increase 1.15 BC 0.09 Vert(TL) -0.01 1 n/r 80 BCDL 10.0 Rep Stress Ina YES WB 0.15 Horz(TL) 0.01 16 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2003/TP12002 (Matrix) Weight:94 lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 6-M oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-M oc bracing. OTHERS 2 X 4 SPF Stud REACTIONS (Ib/size) 2=232/24-M,16=49/24-0-0,15=124/24-M,22=214/24-M,23=227/24-0-0,24=236/24-0-0,26=233/24-0-0,27=236124-M,28=226/24-M,21=236/24-0-0,20=234/24-M, 19=232/24-M,18=242124-M,17=185/24-M Max Horz 2=91(LC 8) Max Upl,ft2=-35(LC 6),16=-8(LC 9),23=-21(LC 8),24=-56(LC 8),26=-46(LC 8),27=-53(LC 8),28=-34(LC 8),21=-60(LC 9),20=-47(LC 9),19=-49(LC 9),18=50(LC 9),17=-42(LC 9) Max Grav2=314(LC 2),16=64(LC 3),15=154(LC 3),22=236(LC 3),23=307(LC 2),24=314(LC 2),26=310(LC 2),27=314(LC 2),28=298(LC 2),21=324(LC 3),20=309(LC 3),19=309(LC 3), 18=322(LC 3),17=247(LC 3) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0173,2-3=-105/32,3-4=-09/42,4-5=59/58,5-0=-89/99,6-7=-90/168,7-8=-88/201,8-9=-62/17$9-10=-79/200,10-11=-74/131,11-12=-74/69,12-13=-75/46,13-14=-71/50,14-15=-119/30, 15-16=-20/39 BOT CHORD 2-28=01140,27-28=0/140,26-27=0/140,25-26=0/140,24-25=0/140,23-24=0/140,22-23=0/140,21-22=0/140,20-21=0/140,19-20=0/140,18-19=0/140,17-18=0/140,15-17=0/140 WEBS 9-22=-196/0,7-23=-267/58,6-24=-274/135,5-26=-270/117,4-27=-273/124,3-28=-264/110,10-21=-284/137,11-20=-269/119,12-19=-269/120,13-18=-280/125,14-17=-221/103 NOTES 1)Wind:ASCE 7-02,100mph,h=24ft,TCDL=5.Opsf;BCDL=5.Opsf,Category II;Exp C;enclosed;MWFRS and C-C Extenor(2)zone, Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail' 3)TOLL:ASCE 7-02,Pg=55.0 psf(ground snow);Ps=38.5 psf(roof snow),Category 11,Exp C;Partially Exp.;Ct=1 4)Roof design snow load has been reduced to account for slope 5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 18.0 psf or 2.00 times flat roof load of 38.5 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)All plates are 2x4 MT20 unless otherwise indicated. 9)This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 10)Gable studs spaced at 2-M oc. 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 35 lb uplift at joint 2,8 lb uplift at joint 16,21 lb uplift at joint 23,56 lb uplift at joint 24,46 lb uplift at joint 26,53 lb uplift at joint 27,34 lb uplift at joint 28,60 lb uplift at joint 21,47 lb uplift at joint 20,49 lb uplift at joint 19,50 lb uplift at joint 18 and 42 lb uplift at joint 17. 12)Non Standard bearing condition. Review required. 13)This truss is designed in accordance with the 2003 International Building Code section 2306.1 and referenced standard ANSIITPI 1. LOAD CASE(S)Standard i r f # �*�s-., 2 t E a i I i i 4 i (� I( E 1 i t i t a� I �, }`i 9 t (� fy� t 1 i }ftf rj! (1 E +! I I E 1 I 14 At, L 0 6 0 6 cs 'Amok r y Massachusetts Department of Environmental Protection Bureau of Waste Prevention . Air Quality s10 0_40 77_12_ - _.___....._--------- ....._- BWP AQ 06 Decal Number Notification Prior to Construction or Demolition C. General Construction or Demolition Description (cont.) 6. a. If this is a demolition project,were the structure(s)surveyed for the presence of asbestos containing material(ACM)? Yes No If yes,who conducted the survey? l b.Survevor Name I 7k6 lu k 11 d 0'� r,y J �. � r` �Ct 6■tjV iZ$ls 1 c.Division of Occupational Safety certification Number# Al (0 f 9 4.1 7. Construction or Demolition: ;--- — I - — ----— a.Start Date(mrnlddlyyyy) b.End Date(mm/dd/yyyy)_ 8. a. For demolition and construction projects, indicate dust suppression techniques to be used: � seeding El paving ,t aped 0 wetting El shrouding u. uuic�, pica3c�N2GiiY. [j covering (,=J other 9. For Emergency Demolition Operations,who is the DEP official who evaluated the emergency? i a.Name of DEP Official fiIb.Title c.Date mm/ddb Hof Authorization �_-- d.DEP Waiver Number D. Certification I certify that I have examined the �o above and that to the best of my a..Print Name.—W' O knowledge it is true and complete. �w _� _ s i The signature below subjects the b�utionzed mature"'" - - N signer to the general statutes I I o regarding a false and misleading E Posifioffritle o statement(s). ■ d.Representing I -ro ORMUM e.Date(mm/dd/yyyy) ��O �Q �Q ag06.doc•10102 BWP AQ 06•Page 3 of 3 Massachusetts Department of Environmental Protection Bureau of Waste Prevention •Air Quality 100047712 BWP AQ 06 Decal Number Notification Prior to Construction or Demolition General Statement:If B. General Project Description Cont. asbestos is found during a Construction or 4. General Contractor: Demolition HU 1�L_�!/ �� �i� operation,all e responsible parties a.Name _ must comply with Q L 310 CMR 7.00, b.Address — 7.09,7.15,and �� —— �— --- ----- Chapter 21 E of the ( /V0'i� General Laws of c.C' frown__ d.State �..... the Commonwealth. 413— _ This would include, but would not be f.Telephone Number area code and extension) W g.E-mail Address(optional) limited to,filing an A,/i6 Fu j I �_/` asbestos removal h.On-site Manager Name notification with the Department and/or a notice of releaselthreatof release of a C. General Construction or Demolition Description hazardous substance to the 1 Ce%nstn ;on or de f toi coi t ` i Department if o MAUI. applicable. �aa..NNa;m�e ^_�g _ b.Address S a C own d.5tate e.Zip Code �I Te—lephone Number(area code an extension) g E-mail Address(optional) I �[4N 2i1� /'�-7 h. n-site Manager Name 2. On-Site Supervisor F' On-Site Supervisor Name I 3. Is the entire facility to be demolished? f Yes ❑ No N o 4. Describe the area(s)to be demolished: �O N i O – -- °-- ----� ° 5. If this is a construction project, describe the building(s)or addition(s)to be constructed: 6_ U ir_l /UitW 40"'tjr_ �C r(Z ' J, '-vv:V O.4}TioP%./ I _o 1 U/ tT H A'i TqLOC-0 �Atft-A;. ' C) Q 0 ag06.doc•10/02 BWP AQ 06•Page 2 of 3 Page 1 of I to/ 7 Myron Ritrosky Fr*m: Myron Ritrosky[mycn&�:.-cogenesis.com' 3 - 5rF6 Sent: Tuesday,Octoba.-UY, 24.107 4:C8 RM To: 'Craig Giffor"J, Subject: RE, Survey Results? Hi Craig, The materials and quarTitirss are as foilovis: I. Paneling Adhesive- 392 sf behiinij p,-;,re'Tm_a ,--n s-de pored., Le-hind pareling in kitcnen, and behind mason to behinc counter and Sink in kitcher, 2 Yellow Block Linoleum (Fop Layeo -4t7 3 Textured Ceiling- 110 sf an steetraf;K cledtng N%rgth of 2F Any questions, please caii Myron From; Craig Gifford [rnaifto-cra16xftrnQverizon.neQ Sent: Tuesday, October 09, 2X7 3-10 PM To: Myron Ntrosky Subject: Survey Results*.,, Use this address! Craig D Gifford VP Operations GEM Env Inc interim!Virus Datac)dse is om-cif-dare, Checked by A'V G Free Edition. V ors ion:7.5,487 1!Virus Databast•'0 i 3 '1 1 N 5-ReItqse Date:913 8/2907 11:53 AM Internal Virus Database is out-of-&tc, Checked by AVG From Edition, Version:7.5.487 1 Virus Database:269.:3.2.21015-Release Date:9!18/2007 11.53 Aim 10110/2007 ENERGY PERFORMANCE RATINGS Product U-Factor/Solar Heat Gain Coefficient(SHGC) Description* Default Frame" 114 Lite 1/2 Lite 3/4 Lite Full Lite IG Glass Wood <410 t <900 t <1100 t >1100 t Thickness Type 2/A8/nalAIR/0.250 0.19 0.30 0.36 0.38 1/2" Clear ,0.05 ,0.23 '0.33 0.36 2/A8/na/AIR/0.250 0.19 0.31,- 0.37 0.40,.' 1/2" Clear with Grilles with Dividers 0.06 0.22 0.30 0.34 2/A8/na/AIR/0.250 0.19 . 0.30,. 0.36 ,-'' 0.38 . 9116" Clear 9/16IG 0.05 0.23 0.32 0.35 0.19 0.28,.'' 0.34 0.35 2/A8/na/AIR/0.750 0.05 0.23 "0.33 0.36 ill Clear 2/A8/na/AIR/0.750 0.19 '" 0.28 . 0.34 ,- 0.35 , with Dividers 0.05 0.23 "0.33 "0.36 1" Clear with Grilles 2/A5/na/AIR/0.750 0.19.,-'* 0.28,• 0.341, 0.35 . 1" Leaded Leaded 0.05 0.23 0.33 0.36 2/A8/.042(2)/AIR/0.250 0.18 . 0.26 - 0.31 '" 0.32 . 1/2" Low E 0.03 0.13 0.19 0.20 21A81.042(2)/AIR10.250 0.19 0.27 0.33 0.34 1/2" Low E with Grilles with Dividers 0.04 0.12 0.17 0.19 21A81.042(2)IAIR/0.750 0.18 . 0.23,.'' 0.27 ,•'" 0.28 0.03 0.13 0.18 0.20 119 Low E 2/A81.042(2)/AIR/0.750 0.18 .,' 0.23 . 0.27 0.28 , 117 Low E with Grilles with Dividers 0.03 0.13 0.18 -'0.20 Flush/Embossed U-Factor 0.16 SHGC 0.01 Manufacturer stipulates that these ratings conform to applicable NFRC procedures for determining whole product performance.NFRC ratings are determined for a fixed set of environmentol conditions and a Clear includes etched 8c V-groove specific.product size.NFRC does not recommend any product and does not warrant the suitability of any product for any specific use,consult manufacturers literature for other product performance information. Grilles can be Internal or External. **'glazing layers/spacer type;low-e em,issiv'ty(surface)/gap fill/gap width fn/a=not opplicablei **per NFRC 100 Section 83.24 t square inches www,nfrc.org Paradigm Windows Testing Results Page 1 of 2 M t R # k " � '"�c � _:�`°s'€�., zip' �'�a;,��€'' '� �'•••.. � � �, `���''. fy� �� ��, � ' �� ` > - =s home products technical sales marketing service Cad&Specs Installation Case Studies Performance Request Form ° Rough Opening Guide The SHIFT slim 'glass tt contact us e " 4h,€P I I ihll Testing Results i. Below you will find the test results for our various styles of windows. Please select a window type from the navigation on the left to view the results for that window class.The results for standard double hung windows are loaded by default. Window Type Fixed Casement standard double hung 5361 Fixed Casement Air,Water, Structural Performance awning 1 Max.Structural Water ' Air Size premium double hung Rating(DP) Pressure Achieved ; Infiltration2 Infiltratio0 Tested glider R75 112.50 11.25 0.01 l 48"x 48" single hung R50 75.00 E 11.25 0.01 60"x 60" fixed casement 1 Structural Test Pressure(psf)tested to at least 150%of DP rating 2 Water Infiltration(psf)tested to at least 15%of DP rating patio door 3 Air infiltration units=scfm/ft2 geometric picture casement 5361 Fixed Casement Thermal Performance sidelite i Unit COG u-value 4 Unit u-value Unit SHGC s VLTs transom _ w ho er Clear 0.48 0.44 0.61 0.65 select window type» PP Clear FF 7 0.48 0.44 1 0.61 0.65 Low E2 0.30 0.31 0.33 0.57 Low E2 FF 7 0.30 0.29 ; 0.33 0.57 I Low E2/argon, 0.25 0.27 0.33 0.57 Low E2/argon FF 7 0.25 0.26 i 0.33 0.57 TC882/LE/ 0.12 0.18 _ 0.36 0.46 u � krypton � � i 4 Center of glass 5 Solar heat gain coefficient 6 Visible light transmission 7 Optional Foam Insulation http://www.paradigmwindows.com/technical/fcase.html 10/16/2007 Paradigm Windows Testing Results Page 1 of 2 S home products technical sales marketing service Cad&Specs Installation i� Case Studies Performance Request Form Rough Opening Guide The SHIFT ` S -s. a 4 contact us - ,K . Testing Results Below you will find the test results for our various styles of windows. Please select a window type from the navigation on the left to view the results for that window class.The results for standard double hung windows are loaded by default. Window Type Casement standard double hung 8351 Casement Air',Water, Structural Performance awning Max.Structural Water Air Size premium double hung Rating(DP)1 pressure Achieved Infiltration2 Infiltration3 I Tested glider R50 75.0 9.0 0.01 1 36'x 60" single hung C60 120.00 9.0 0.00 1 24"x 48" fixed casement 1 Structural Test Pressure(psf)tested to at least 150%of DP rating 2 Water Infiltration(psf)tested to at least 15%of DP rating patio door 3 Air infiltration units=scfm/ft2 geometric picture casement 8351 Casement Thermal Performance sidelite Unit COG u-value 4 Unit u-value Unit SHGC 5 VLTs transom hopper Clear 0.42 0,13 0.55 select window type» Clear FF 7 0.48 0.42 0.53 0.55 Low E2 0.30 0.31 0.28 0.48 Low E2 FF 7 0.30 0.30 1 0.28 0.48 Low E2/argon 0.25 0.28 1 0.28 0.48 Low FF/7/argon 0.25 0.28 0.28 0.48 TE/ 0.12 0P20 0 31 0.39 krypton 4 Center of glass 5 Solar heat gain coefficient 6 Visible light transmission 7 Optional Foam Insulation http://www.paradigmwindows.com/technical/case.html 10/16/2007 Paradigm Windows Testing Results Page 1 of 2 a r f s y„/... ,/.�4aLaa:'.. ...,w. .,i.,.a,_.o. .. ../✓,//avI•.... ,^�x�, .,.., z:...:,F,,, w...... .. ,. .. . home products technical sales marketing service Cad&Specs Installation Case Studies P Now erformance Request Form 11°' ' Rough Opening Guide The SHIFT Iu, contact usr Testing Results Below you will find the test results for our various styles of windows. Please select a window type from the navigation on the left to view the results for that window class.The results for standard double hung windows are loaded by default. Window Type Premium Double Hung" standard double hung 8321 Premium Double Hung Air,Water, Structural Performance awning Max.Structural Water i Air Size premium double hung Rating(DP)1 Pressure Achieved Infiltration2 Infiltration' Tested glider C50 75.00 7.50 0.05 44"�x 60' single hung R40 90.00 6.00 0.07 36"x 60"I R40 60.00 6.00 i 0.11 80"x 80" fixed casement C30 45.00 5.25 0.01 54"x 90" patio door 1 Structural Test Pressure(psf)tested to at least 150%of DP rating geometric picture 2 Water Infiltration(psf)tested to at least 15%of DP rating 3 Air infiltration units=scfm/ft2 casement sidelite transom 8321 Premium Double Hung Thermal Performance Unit hopper COG u-value 4 1 Unit u-value Unit SHGC 51 VLT6 Clear 0.48 0.46 i0.58 0.61 select window type» ) Clear FF7 0.48 0.46 0.58 0.61 Low E2 0.30 0.31 j 0.54 j 1 Low E2 FF7 0.30 0.32 0.31 0.54 Low E2/argon 0.25 0.30 0.31 0.54 I Low FF argon 0.25 0.29 ? 0.31 0.54 TC88/LE2/ 012 i 0.20 0.34 ; 0.43 krypton 7 1 4 Center of glass 5 Solar heat gain coefficient 6 Visible light transmission 7 Optional foam insulation(standard with TC88 alass notion) http://www.paradigmwindows.com/technical/pdh.html 10/16/2007 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE 6106.5.7 Conservation of Hot Water. Hot water regardless of glazing percentage. shall be conserved in accordance with 780 CMR 6107.2.2 Envelope Requirements. Component 6106.5.7.1. values shall be taken from 780 CMR Table 6106.5.7.1 Showers. Shower heads shall have 6107.1. a maximum flow rate of 2.5 gallons per minute (gpm) (0.158 L/s)at a pressure of 80 pounds 6107.3 Building Design by Approved Software. per square inch(psi)(551 kPa)when tested in 6107.3.1 Applicability. This software approach accordance with ASME A612.18.1. may be utilized for all low-rise residential 6106.5.8 Heat Traps. Reserved. buildings covered by 780 CMR 51.00 through 99.00. 6106.5.9 Automatic Controls. Service water- 6107.3.2 Envelope Requirements. To determine heating systems shall be equipped with automatic compliance with the various wall,roof and floor temperature controls capable of adjustment from the lowest to the highest acceptable temperature assemblies, and heating and/or cooling system settings for the intended use. Temperature setting efficiencies,a REScheck Version 3.7,Release lb range shall be in accordance with Table 2 in or later variant Software analysis must be Chapter 37 of ASHRAE HVAC Systems and completed,and the"Your UA"value must be less Applications Handbook, as listed in 780 CMR than or equal to the"Max. UA"value calculated 100.00. by the software. 6107.3.3 Submittal. The"Compliance Report" 6106.5.10 Shutdown. A separate switch or valve and "Inspection Checklist" of the REScheck shall be provided to permit turning off the energy Program shall be submitted to the local building supplied to service water-heating systems. department before a permit is issued. A window 6106.6 Electrical Power and Lighting. schedule including the areas (based on rough 6106.6.1 Electrical Energy Consumption. In opening),and the number of windows,skylights multi-family dwellings,provisions shall be made and other glazed fenestration, shall also be to determine the electrical energy consumed by submitted. each tenant by separately metering individual dwelling units. 780 CMR 6108 BUILDING DESIGN BY SYSTEMS ANALYSIS AND DESIGN OF Exception: Motels, hotels, college BUILDINGS UTILIZING RENEWABLE dormitories and other transient facilities. ENERGY SOURCES 780 CMR 6107 ENVELOPE DESIGN 6108.1 General. 780 CMR 6108 establishes design COMPLIANCE criteria in terms of total energy use by a residential 6107.1 General. Buildings constructed to 780 CMR building,including all of its systems. 6107 shall also meet the applicable requirements of 6108.2 Energy Analysis. Conform to the 780 CMR 6106. requirements of the applicable Sections of 780 CMR Chapter 13 of the Sixth Edition,Massachusetts State 6107.2 Building Design by Prescriptive Package. Building Code and with recognition of the amended 6107.2.1 Applicability. This prescriptive efficiency requirements of NAECA,if applicable. package approach is intended for one- and two-family detached buildings of wood frame or 780 CMR 6109 BUILDING DESIGN BY mass wall construction(concrete,masonry,log). HOME ENERGY RATING Metal frame buildings are excluded. This Reserved approach may be used for all climate zones, 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE-AND TWO-FAMILY BUILDINGS' IMAXIMUM MINIMUM Ceiling or Fenestration Exposed Wall Floor Basement Slab Perimeter [7-factor Floors R-Value R-Value a11R-Value R-Value AFUE ASPF SEER R-Value Depth National Appliance Energy 0.35 R-38 R-19 R-19 R-10 R-10,4 ft Conservation Act(NAECA)of 1987 as amended,minimums or greater as applicable For S1: 1 foot=304.8 mm. a. R-values are for insulation materials only,not for overall component. 786 780 CMR-Seventh Edition 3/23/07 (Effective 4/1/07) Permit No. D5-08 Conditions: Driveway Permit In lieu of plan approved by City Engineer I agree to the following added conditions: 1 I will contact the Department of Public Works and have an inspector check and approve the graded gravel base prior to paving to insure compliance with slope and location; 2. I further agree that if in the inspections any of the permit conditions are not met that I will at no expense to the City remove and replace the driveway as directed by the City Engineer. By: Petitioner David Fortier Builders 32 Laurel Street, Northampton, MA 01060 413-586-8965 Note: The Public Works Department recommends that you provide a plan showing the proposed driveway with grades and location in the future to avoid possible expense which you will incur by not getting approval of actual plans in advance. For commercial and industrial applicants, a plan showing the proposed driveway with grades and location is required. cc: Building Inspector 124 FLORENCE ST BP-2008-0425 GIS#: COMMONWEALTH OF MASSACHUSETTS Map.Block: I IC-020 CITY OF NORTHAMPTON Lot: -001 Permit: Building Category:New Single Family House BUILDING PERMIT Permit# BP-2008-0425 Project# JS-2007-_001621 Est. Cost: $188065.00 Fee: $836.60 PERMISSION IS HEREBY GRANTED TO: 0l!,,,.: 5B Contractor: License: Use Group: R4 David Fortier 008026 Lot Size(sq. ft.): 9060.48 Owner: BLA1S RICHARD K&EDNA Zoning: URA Applicant: David Fortier AT: 124 FLORENCE ST Applicant Address: Phone: Insurance: 32 Laurel St (413)586-8965 NORTI-IAMPTONMA01060 ISSUED ON:111512007 0:00:00 TO PERFORM THE FOLLOWING WORK:DEMO & BUILD NEW SFH/ATT GARAGE ON EXISTING FOUNDATION 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: 0/;' //_;t(� -p 7—1�/ Driveway Final: Final:6-1i-og Final: .) Rough Frame./M-, Gas: Fire Department Fireplace/Chimney: 7 Rough:.4) -[7 N� il: Insulation: Q/C > Final: ��i-{���✓�J Smoke: �1/�� O Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATION Certificate of Occu anc Signature: FeeTv e: Date Paid: Amount: Building 11/5/2007 0:00:00 $836.60 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo