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06-060 BP-2023-0518 407 AUDUBON RD COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 05-060-001 CITY OF NORTHAMPTON Permit: Exterior Res PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-0518 PERMISSIO IS HEREBY GRANTED TO: Project# WINDOWS/DOORS 2023 Contractor: License: Est. Cost: 23885 PELLA PRODUCTS, INC 096558 Const.Class: Exp.Date: 03/01/202 Use Group: Owner: GOO IDGE, GEORGE L. III TRUSTEE Lot Size (sq.ft.) Zoning: RR Applicant: PELLA PRODUCTS, INC Applicant Address Phone: Insurance: 155 MAIN ST 6H15382 GREENFIELD, MA 01301 ISSUED ON: 06/20/2023 TO PERFORM THE FOLLOWING WORK: REPLACING 11 WINDOWS. REPLACE 2 PATIO DOORS WITH 3 DOORS, NLARGING OPENING 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: Final: Final: Final: Rough Frame: Gas: Fire Department Driveway Final: Fireplace/Chimney: Rough: Oil: Insulation: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: 1%11,ettL )2 . Fees Paid: $300.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissii ner Fi,...,_,,,,--- 1- iciacty p1/4:100=-000-12"----444-i- Gt 'A. I Gv�� u� The Commonwealth of Massachusetts G� Board of Building Regulations and Standards APR 2 5 FOR M Massachusetts State Building Code, 780 CMR� ?� MUIVIUISPEAI ITY r-, °' Building Permit Application To Construct,Repair,Renovate Ck,ii a lish a Revised Mar 2011 L,-.5; o _ One-or Two-Family Dwelling ;;,;,.',. vs v w Th' Section For Official Use Only Building.Permit- umber: !a-d i 3- 'j/3 Date Applied: l`J) fSc-u�,,�, 1/ L-1$-ZoZ3 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers 1 Amu ba)n2L ,eed it 4 ac CO6 5 � cpc) �(x-r 0I 1.1 a Is this an accepted street?yes no Map Number ParceTNumber 3 Zoning Informat, 1.4 Property Dimensions: Zoning Dct Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: i.8 Sewage Disposal System: Public 0 Private❑ Zone: _ Outside Flood Zone? Municipal❑ On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP1 2,1 iOwners of Record: ` "1 C\ 4,cri(vPhoc,Ls Name(Print) City,{State,ZIP`1,6"7 /Arkin-Noy 1' . L-Il3-5103-z-/3 Qhe.cctNrlC.ts;.�E+ iLlietn in4L4rc No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building 0 Owner-Occupied 0 Repairs(s) II ' Alteration(s) 0 Addition 0 Demolition 0 Accessory Bldg. 0 Number of Units Other ❑ Specify: Brief Description of Proposed Work2: ��n�_l I t i cYtC cam; Ca ,o c i oC J -c - o,n ' % (ncC -k ury a Qc`*-1() box. --k? 3 --se.A. 6 J-1 r l g L phr��5 w - : v- a-e.c- - ,49,9 a r,d - Ou c- - SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 1. Building Permit Fee: $ Indicate how fee is determined: 2.Electrical $ 0 Standard City/Town Application Fee 0 Total Project Costa(Iten)6)x multiplier x 3.Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire Suppression) $ Total All Fee i$1 , , l(1 f 122 Check No. 111 IC`ieck Amount: � Cash Amount: 6.Total Project Cost: $ .23i12) '— 0 Paid in Full ❑Outstanding Balance Due: .pa. 46(43 *103 42(00:1' SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) `(•s2.V U r c Cr.- License Number Expiration Date Name of CSL Holder List CSL Type(see below) lb C'1 Pcc e. 5 No.and Street Type Description � �, 12�� l /.` U Unrestricted(Buildings up to 35,000 cu.ft.) �c ,JAA V 1. i R Restricted 1&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding � 2 G SF Solid Fuel Burning Appliances / _ l)J -`>\-5'T(' pi coic Q alaf-DcA cbe.4,. 1 Insulation Telephone 1 Email ad ess D Demolition 5.2 Registered Home Improvement Contractor(HIC) Q l\cl. dUC �j Number Expiratibn Date HIC.`Z'ompanyName or HIC Registrant Name 1 cbC: rfV..k_0n ' ,�irn a Qom. and Street., email address ,--,{-, ,,..-k\c,\ , JJ\icit 0 tok kItg -5 0-—Sci&Z, City/Town,State,ZIP Telephone SECTION 6: 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 ❑ SECTION 7a:OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1,as Owner of the subject property,hereby authorize LJt. ( >- -C.d J-C c to act on my b half,in all matters relat. to work authorized by this building permit application. t I ) 1 ).. Print Ow 's Name(Electronic Si ate n � SECTION 7b:OWNERt OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print Owner's or Authorized Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work,or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L.c. 142A.Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at www.mass.gov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq. ft.) (including garage,finished basement/attics,decks or porch) Gross living area(sq. ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"maybe substituted for"Total Project Cost" .44 ‘. - pt,.. ;•:Th tr---r- .-, , ' , t- r o \ - —I . . ' rt ,_.--...,. , ....„ ,....,...... ....... ......_._ ,.............._, . , __ ......___ , .„ 1 , . .7.---.,... .... r „.....____ . • ...,.. ..._ ......_ ..„....,...„,...........„ .„....._____ •., ...„ ,...„... ,._,_ .. ...... , 7. •,,.., ..-.....„,„„Ak,. ••,...,,,,,.,.....•'L'-i4..:,.."..,i" -,,.-,:'-'';--_--',.-:4:7-1---,;,:irii;4:-.C 'S, ',:-... .t.:.'", :',_-:-':,••'-`;',:'7.,,„:k-',- ':-„..„4„,. :"'.4.,ir.740K, _.......4,- --: _re ,. ----- :. 1 ........„„„ _., • 1 i ., Liii:..7to i , EL= .71 J1,-,.. 1 1-'6 --1 6 6 ' , '•--6-71'N--;----7 1 Pella Products Inc. f14.94 155 Main Street Greenfield, MA 01301 To Whom it may Concern: I� Lw4- 114-fik 1:wA.50 ,as property owner,give permission to our contractor, Pella Products Inc. to obtain a building permit for the installation of windows and/or doors in my home. Located at; LIISf Ay,D L4(\J J Please accept this letter in place of my signature on the permit application. Thank you, Signature: P Date: L r a The Commonwealth of Massachusetts =1=5_ Department of Industrial Accidents Office of Investigations Lafayette City Center = 2 Avenue de Lafayette,Boston,MA 02111-1750 " • www mass.gov/dia Workers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual):Pella Products,Inc. _ Address:155 Main St City/State/Zip:Greenfield,MA 01301 Phone#:413-774-0153 Are you an employer?Check the appropriate box: Type of project(required): 1.© I am a employer with 50 4. ❑1 am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. El New construction 2.❑I am a sole proprietor or partner- listed on the attached sheet 7. ®Remodeling ship and have no employees These sub-contractors have g, ❑Demolition workingfor me in anyci employees and have workers' capacity. 9. ❑Building addition [No workers'comp.insurance comp.insurance.: required.] 5.0 We are a corporation and its 10.0 Electrical repairs or additions 3.❑I ant a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c.152,§1(4),and we have no 13.0 Other employees.[No workers' comp.insurance required] 'Any applicant that check box NI must also fill out the section below showing their walkers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name:EMC Insurance Companies _ Policy#or Self-ins./Lic.#:6H15382 Expiration Date:01-0r 1-2023 Job Site Address:1"L UlI V`W 1 1 Cit'/State/Zip:Lit t ,1CAA I.03 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify er to pains and penalties of a• at the information provided above is true and correct. Signature: C.—. 7 jv� Date: —1 113 Ja �Phone#: I 3 1 —rJCI . / Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(check one):10Board of Health 2❑BuildingDepartment 30City/I'ownClerk CO ac e Inspector 51:1Plumbing Inspector 6.❑Other_ Contact Person: Phone#: reina rroaucts, Inc. 155 Main Street Greenfield, MA 01301 Office:413-512-5968 Cell:413-834-8799 To: Building inspector From:Trevor Bross—Installation Manager Date: February 17,2022 Subject: Building Permit Applications& Designees Pella Products Incorporated is in the business of replacing windows and doors for our customers. Our process includes providing a building permit for each and every project. I am a licensed Construction Supervisor. Building Permits will be applied for using my CSL#CS-096558 and my HIC#142279. Please find a copy of my licenses below. — Commonwealth of Massachusetts Construction Supervisor i" Division of Occupational Licensure Unrestricted -Buildings of any use group which contain Board of Budding R ulations and Standards i less than 35,000 cubic feet(991 cubic meters)of enclosed lont ConstS rvisar space. .... i CS-096558 ••,% ,T ' N spires 0310112024 TREVOR BR9SS. % , 10 GEORGE" GREENFIEUrfri 1 ,t'' :i � a f S4'^ 1. 'f Y C I d #F, .. �401.1.v.o1" , s"' ,,j1 /� __,Jr -1.. Failure to possess a current edition of the Massachusetts . CCdiltTli$$tonCf (d''1tt+rF'.X DCJ»cfta., State Budding Code is cause for revocation of this license. U for Inlormat/on about this license CAS(017)7274200 or visit www.mass.govMpt THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Affairs&Business Regulation Registration valid for individual use only before the HOME IMPROVEMENTcONTRACTOR expiration date. It found return to: TYPE:SUppjement_Card Office of Consumer Affairs and Business Regulation Registtatiohr .-EXpiretion 1000 Washington Street -Suite 710 f ,c Boston,MA.02118 'ELLA PRODUCTSII4,-" iT`^1. �# V "REVOR BROSS Nt :55 MAIN STREET r �''`0f4 �4A°4 3REENFIELD,MA 01301 „ ��: "' Undersecre r o lid W i a • '-1' Each Installation will be staffed by our installers who are all licensed in accordance with current building codes. Below listed are our installers and their license numbers. Please accept these individuals as my designees. Willard Brown CS106010 Vladimir Shevchuk CSSL099209 Scott Bowdish CSSL100232 Bill Leger CS89338 Christian Lambert CS065102 Robert Kairnes CS113305 Igor Kravchuk CS094911 -..IN PELLPRO-01 CHRISTINE ACOR/O DATE(MM/DD/YYYY) �,� CERTIFICATE OF LIABILITY INSURANCE 1/3/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Christine Sullivan NAME: Phillips Insurance Agency,Inc. PHONE Ext):(413)594-5984 i FAX (A/C,No):(413)592-8499 97 Center Street Chicopee,MA 01013 An `ass:christlne phlllIpsInsurance.com INSURER(S)AFFORDING COVERAGE NAIC k INSURER A:EMC Insurance Companies 21415 INSURED INSURER B:EMCASCO Insurance Co Pella Products,Inc INSURER C: 155 Main St INSURERD: Greenfield,MA 01301 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR r TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP warsLTR I ROD VWD POLICY NUMBER (MMIDD/YYYYI fMM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE _$ 1,000,000 DAMAGE STO CLAIMS-MADE 1� OCCUR 6A15382 1/1/2023 1/1/2024 PREMISE (EaRENTED oaunence) $ 500,000 MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2'000'000 p. X POLICY X JECT LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ COMBINED SINGLE LIMIT 1,000,000 A AUTOMOBILE LIABILITY (Ea accident) $ X ANY AUTO 6Z15382 1/1/2023 1/1/2024 BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY $ A X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 EXCESS LIAB CLAIMS-MADE 6J15382 1/1/2023 1/1/2024 AGGREGATE $ 4,000,000 _ DED i RETENTION$ 10,000 $ OTH- B AND EMPLO ERS'LIABILITY X STATUTE ER Y/N 6H15382 1/1/2023 1/1/2024 500,000 ANY PROPRIETOR/PARTNER/EXECUTIVE N N 1 A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? 500,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below _ E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Installation Floater$100,000 Included Operations usual to the sale and installation of doors&windows. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Leeds(Northampton)BuildingCommissioner's THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ( P ) ACCORDANCE WITH THE POLICY PROVISIONS. Office 212 Main St Northampton,MA 01060 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD City of Northampton Massachusetts {``` i 1- * ' DEPARTMENT OF BUILDING INSPECTIONS �` ` +r ' l 212 Main Street • Municipal Building tiJk D' O � ` oi � Northampton, MA 01060 SSN,y 37�^`` CONSTRUCTION DEBRIS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance of the provisions of MGL c 40, S54, a condition of Building Permit Number is that all debris resulting from this work shall be disposed of in a properly licensed waste disposal facility, as defined by MGL c 111, S 150A. The debris will be disposed of in: Location of Facility: 15S r`(\az r SA- • IC'1f. •r ti JA !� The debris will be transported by: Name of Hauler: \ S Q �(�C nitre, ('Y� Q a d M�d Signature of Applicant: Date: 1-'1 I : 0.3 PELLA PRODUCTS INC. 155 MAIN STREET GREENFIELD, MA. 01301 Date: 4d f id 0.3 To: Subject: Disposal of Debris The purpose of this letter is to certify that all debris from any project undertaken by Pella Products, Inc. in your town will be transported to a dumpster at our main facility; 155 Main Street, Greenfield, MA. Pella Products, Inc. is under contract with Waste Management of Massachusetts For the disposal of the contents of this dumpster. Very truly yours, PELLA PRODUCTS, INC. Joy Grover Accounting Manager Client: Al Herringshaw Date: 6/10/2023 Page 1 of 6 n Project: 407 Audubon Rd Input by: Steven Rosinski,PE i esi Address: 407 Audubon Rd Job Name: 23063-407 Audubon Rd-Leeds,MA ° ,,,,,, Leeds,MA Project#: 22063 Continuous door header 2.0E Microllam LVL 1.750"X 5.500" 3-Ply-PASSED Level:Roof header-continuous option 1 • a a t�,�a '• 1001( lr' 13 C1 O G 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain 5'7" 4 5'7" v1 �' 5'7" '� ��51/4" 17'6" Member Information Reactions PATTERNED lb (Uplift) Type: Girder Application: Floor Brg Direction Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 Vertical 0 664 1234 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 Vertical 0 1786 3255 0 0 Deflection LL: 360 Load Sharing: Yes 3 Vertical 0 1786 3255 0 0 Deflection TL: 240 Deck: Not Checked 4 Vertical 0 664 1234 0 0 Importance: Normal-II Temperature: Temp<=100°F General Load Bearings Floor Live: 0 PSF Bearing Length Dir. Cap. React D/L lb Total Ld.Case Ld.Comb. Dead: 20 PSF 1-SPF 1.500" Vert 32% 662/1231 1894 L_L D+S Snow: 35 PSF End Analysis Results Grain 2-SPF 3.000" Vert 38% 1788/3268 5056 LL_ D+S Analysis Actual Location Allowed Capacity Comb. Case End Neg Moment -2726 ft-lb 11'8" 7627 ft-lb 0.357(36%) D+S _LL Grain Unbraced -2726 ft-lb 11'8" 6666 ft-lb 0.409(41%) D+S _LL 3-SPF 3.000" Vert 38% 1788/3268 5056 _LL D+S Pos Moment 2212 ft-lb 2'5 1/2" 7627 ft-lb 0.290(29%) D+S L_L End Grain Unbraced 2212 ft-lb 2'5 1/2" 6666 ft-lb 0.332(33%) D+S L_L 4-SPF 1.500" Vert 32°/0 662/1231 1894 L_L D+S Shear 2245 lb 12'3" 6309 lb 0.356(36%) D+S _LL End LL Defl inch 0.062(L/1109) 14'8 13/16" 0.192(L/360) 0.325(32%) S L_L Grain TL Defl inch 0.092(L/749) 14'9 3/16" 0.289(L/240) 0.320(32%) D+S L_L Design Notes P�VK OF M4S 1 Provide support to prevent lateral movement and rotation at the end bearings.Lateral support �4, `r4C� may also be required at the interior bearings by the building code. 'X'2 Fasten at plies using 1 row of 10d Box nails(.128x3")at 12"o.c.Maximum end distance not O� STEVEN R J1 to exceed s". ROSINSKI rn 3 Refer to last page of calculations for fasteners required for specified loads. v t). 55545 y,, 4 Girders are designed to be supported on the bottom edge only. 5 Top loads must be supported equally by all plies. \ . %� 6 Top must be laterally braced at a maximum of 17'o.c. —r__ t! •F 'sS/7 Bottom must be laterally braced at a maximum of 17'o.c. £ ONAL�N�' 8 Lateral slenderness ratio based on single ply width x 1.5. 0 T'LVL3 Notes chemicals 6.For Sal roofs provide proper drainage to prevent Manufacturer Info Rosbeam pending Steva(diRosbeam.com,Steve@Rosbeam.com Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser Stever Rosbeam.com structural adequacy of this component based on the 1.LVL beams must not be MI or dulled Seattle,WA Steve(o3Rosbeam.com design criteria and loadings shown. It is the 2.Rater is manufacturer's product Information 888 453-8358 413-244-7635 responsibility of the customer end/or the contractor to regarding installation requirements, multi-ply ensure the component suitability of the Intended fastening details,beam strength values and code www.weyerhaeuser.corn/ application,and to verify the dimensions and loads. approvals ICC-ES:I ESR- Lumber 3.Damaged Beams most not be used ESR-1387 Frill 1.Dry service conditions,unless noted otherwise 4.Design assumes topedge e s laterally restrained 2.LVL not to be treated with are retardant or corrosive 5.nrov de late elm report t bearing pants to avoid lateral asp e t and mtat°" This design is valid until 11/3/2024 Version 21.80417 Powered by IStruct,"Dataset:23040401.276 enaw Client: Al Herringshaw Date: 6/10/2023 Page 2 of 6 Project: 407 Audubon Rd Input by: Steven Rosinski,PE iSDesign Address: 407 Audubon Rd Job Name: 23063-407 Audubon Rd-Leeds,MA Leeds,MA Project#: 22063 Continuous door header 2.0E Microllam LVL 1.750"X 5.500" 3-Ply-PASSED Level:Roof header-continuous option 1 d 14 .E . �wp 7 �2..ya 1111111/2„ d CI 0 a 1 SPF End Grain 2 SPF End Grain 3 SPF End Grain 4 SPF End Grain ft 5'7" 'r'r 5'7" } 5'7" ji 1'51/4" 17'6" ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 14-0-0 Top 20 PSF 0 PSF 35 PSF 0 PSF 0 PSF Roof truss Rosbea Notes chemicals 6.For flat roofs provide proper drainage to prevent 'fit at,fat.tutgr Info Stovo@m ponding SteveRosbeam.wm,Steve@Rosbeam.com Calculated Structured Designs is responsible only of the Handling&Installation Weyerhaeuser Slave@Rosbeam.com structural adequacy of this component based on the 1 LVL beams must not be cut or drilled Seattle,WA Steve@Rosbeam.com design organs and loadings shown. It is the 2.Refer to manufacturers product Information 413-244-7635 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply (888)453-8358 ensure the component suitability of the intended fastening details,beam strength values and code www.weyerhaeuser.com/ application and to verify the dimensions and loads. approvals woodproducts/ '� *''• Lumber 3 Damaged Beams must not be used ICC-ES:ESR-1387 t.Dry service conditions,unless noted olherw se 4.Design assumes tap edges laterally restrained 2.LVL not to be treated with Ere retardant a corrosive5.Provide lateral support at bearing pants to avoid \, ,Q: lateral dsplacement antl rotas on This design is valid until 11/3/2024 Version 21.80.417 Powered b iStruct'"Dataset:23040401.276 CC €'41 y 4 t"�;,xluw Client: Al Herringshaw Date: 6/10/2023 Page 3 of 6 Project: 407 Audubon Rd Input by: Steven Rosinski,PE isDesign Address: 407 Audubon Rd Job Name: 23063-407 Audubon Rd-Leeds,MA Leeds,MA Project#: 22063 Continuous door header 2.0E Microllam LVL 1.750"X 5.500" 3-Ply-PASSED Level:Roof header-continuous option N ���(�� ` 1 SPF End Grain 2 SPF End Grain 3 SPF En4 AAA d Grain 4 SPF End Grain ft 5'7" 'Pr 5'7" 1 5'7" iii. '5 1/4" 17'6" Multi-Ply Analysis Fasten all plies using 1 rows of 10d Box nails(.128x3") at 12" o.c.. Nail from both sides. Maximum end distance not to exceed 6". Capacity 0.0% Load 0.0 PLF Yield Limit per Foot 90.5 PLF Yield Limit per Fastener 90.5 lb. Yield Mode IV Edge Distance 1 1/2" Min.End Distance 3" Load Combination Duration Factor 1.00 manufacturer Info Rosbeam Notes chemicals 6.For flat roofs provide proper drainage to prevent Stave@Rosbeam.com,Steve@Rosbeam.com Calculated Structured Designs is responsible only of the Handling&Installation pen d'ng Weyerhaeuser steve@Rosbeam.com structural adequacy of this component based on dre 1.LVL beams must not be cud or drilled Seattle,WA Steve@Rosbeam.com design criteria and loadings shown. It is the 2.Refer to manufacturer's product information i 413-244-7635 responsibility of the customer endtor the contractor to (888)453-8358 regarding tails,bean requirement,value, Code ensure the component suitability of me intended fastening details,beam strength values.and code WWWwByefhaeu58LCOfT1/ apprcaeon.and to verify the dimensions and loads approvals woodproducts/ Lumber 3.Damaged Beams must not be used ICC-ES:ESR-1387 1.Drydbons unless noted othervi sa 4.Design assumes top edge s laterally restrained ,� service con 5.Provide lateral support at bearing pants to avoid t � 2.LVL not to be treated with lire retardant a corrosive lateral d sdacement and rotation ._ This design is valid until 11/3/2024 " Version 21.80.417 Powered by iStruct*e Dataset:23040401.276 CSD I uaaw �r V 30i Ii.: Client: Al Herringshaw Date: 6/10/2023 Page 4 of 6 Project 407 Audubon Rd Input by: Steven Rosinski,PE i isDesign Address: 407 Audubon Rd Job Name: 23063-407 Audubon Rd-Leeds,MA ~(...m`..... Leeds,MA Project#: 22063 Intermediate jack stud 1.3E TimberStrand LSL 1.500"X 5.500" 2-Ply-PASSED Level:Roof header-continuous option Design Method: ASD Design OK. Building Code: IBC/IRC 2015 Design Notes Importance: Normal-II 1. Axial load eccentricity of 1/6 side dimension in both cross-section axes,each axis analyzed separately. 0-3-0I Application: Column Free Standing 2. Designed in accordance with NDS 2015,ASCE7 and 0-5-8 Load Sharing: No IBC/IRC 2015. 3. Top and bottom ends of the member must be supported to prevent lateral movement and rotation. 4. Holes and notches are not allowed in member. Built-Up Column Connections: 5. Fasten all plies with 2 rows of 10d nails(3"x0.128")@ 6"o.c.spacing(staggered).Min.end distance= 2-1/4".Min.edge distance=1".Adjacent nails driven from opposite faces. 6. Lateral slenderness ratio based on single ply width x 1. 7-2-0 0-1-8 Analysis Design Properties Actual Allowed Capacity Load Combination E: 1300000 Fc: 1835 Slenderness 28.7 50.0 57% Ey: 1300000 Fv. 425 Axial(lb.) 5041 6274 80% D+S Fb: 1700 Fvy: 150 Axial+Bending 0.93 1 93% D+S Fby: 1900 Bearing SPF(lb.) 5041 7013 72% D+S LL Deflection 0.111 (in.)L/777 0.358(in.)L/240 31% S Applied Loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments P\�.`i OF MASS Axial 4 4c" 1 Point 7-2-0 1786 lb 0 lb 3255 lb 0 lb 0 lb Continuous beam ct STEVEN R % ROSINSKI ri o 5545 , A SS/Q tkV3 0 3 Manufacturer into Rosbeam Steve@Rosbeam.com,Steve@Rosbeam.com Weyerhaeuser Steve@Rosbeam.com Seattle,WA Steve@Rosbeam.com (888)453-8358 413a44-7635 www.weyerhaeuser.corn/ woodproducts/ ICC-ES-ESR-1387 This design is valid until 11/3/2024 Version 21.80.417 Powered by iStructr.Dataset:23040401.276 I C C a uesva aesisa Client: Al Herringshaw Date: 6/10/2023 Page 5 of 6 Project: 407 Audubon Rd Input by: Steven Rosinski,PE Address: 407 Audubon Rd Job Name: 23063-407 Audubon Rd-Leeds,MA Leeds,MA Project#: 22063 End jack stud S-P-F #2 2" X 6" - PASSED Level:Roof header-continuous option Design Method: ASD Design OK. Building Code: IBC/IRC 2015 Design Notes Importance: Normal-II 1. Axial load eccentricity of 1/6 dimension applied only to the direction perpendicular to the wall. Application: Stud In Wall 2. Designed in accordance with NDS 2015,ASCE7 and 0-1-8 41, 0 Load Sharing: Yes IBC/IRC 2015. }-+' Spacing: 1-4-0 3.Top and bottom ends of the member must be Unbraced Length: Continuous supported to prevent lateral movement and rotation. 1' 4. Member must be continuously laterally braced in the Orientation: Beam wall plane direction. LL Deflection Limit: U120 5. Holes and notches are not allowed in member. 6. Effective length factor 0.85 for slenderness and , i strength calculations. 72-1 1 Yf f ` ''''- Analysis Design Properties Actual Allowed Capacity Load Combination E: 1400000 Fc 1150 Slenderness 13.3 50.0 27% Ey: 1400000 Fv. 135 Axial(lb.) 1898 9954 19% D+S Fb: 875 Fvy: 135 Axial+Bending 0.21 1 21% D+S Fby: 875 Bearing SPF(lb.) 1898 3506 54% D+S LL Deflection 0.037(in.)U2316 0.717(in.)U120 5% S Lateral Reaction Top 0 D Lateral Reaction Bot 0 D Applied Loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments fVEN \ OF*148 Point 7-2-0 664 Ib 0 Ib 1234 Ib 0 Ib 0 Ib Continuous beam RROSINSKI -4 ``�, � '` 3. 55545 FSS/ON_At�-� 0 3 Manufacturer Info Rosbeam 5teve@Rosbeam.com,Steve@Rosbeam.com Steve@Rosbeam.com Sleve@Rosbeam.cam 413-244-7635 . T This design is valid until 11/3/2024' ' Version 21.80.417 Powered by iStructr""Dataset:23040401.276 CSD t r„'�'uw I �.: Client: Al Herringshaw Date: 6/10/2023 Page 6 of 6 <,°s Project: 407 Audubon Rd Input by: Steven Rosinski,PE isDesign Address: 407 Audubon Rd Job Name: 23063-407 Audubon Rd-Leeds,MA Leeds,MA Project#: 22063 King stud S-P-F #2 2" X 6" 2-Ply - PASSED Level:Roof header-continuous option Design Method: ASD Design OK. Building Code: IBC/IRC 2015 Design Notes Importance: Normal-II 1. Axial load eccentricity of 1/6 dimension applied only to the direction perpendicular to the wall. Application: Stud In Wall 2. Designed in accordance with NDS 2015,ASCE7 and Load Sharing: No IBC/IRC 2015. Spacing: 11-0-0 3.Top and bottom ends of the member must be Unbraced Length: Continuous supported to prevent lateral movement and rotation. 4. Member must be continuously laterally braced in the Orientation: Beam wall plane direction. LL Deflection Limit: U180 5. Holes and notches are not allowed in member. 6. Effective length factor 1.0 for slenderness and strength calculations. Built-Up Column Connections: 7. Fasten all plies with 2 rows of 10d nails(3"x0.128")@ 6"o.c.spacing(staggered).Min.end distance= 2-1/4".Min.edge distance=1".Adjacent nails driven from opposite faces. 8. Lateral slenderness ratio based on single ply width x 1. • 0-3-0 - 8-1- 010 0-1-8 Analysis Design Properties Actual Allowed Capacity Load Combination E: 1400000 Fc: 1150 Slenderness 17.6 50.0 35% Ey: 1400000 Fv; 135 Axial(lb.) 770 14237 5% D+S Fb: 875 Fvy: 135 Axial+Bending 0.51 1 51% D+0.6W Fby: 875 Bearing SPF(lb.) 770 7013 11% D+S LL Deflection 0.159(in.)U609 0.539(in.)L/180 30% (0.7)(0.6)W Lateral Reaction Top 558 D+0.6W Lateral Reaction Bot 558 D+0.6W Applied Loads ID Load Type Location Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments Axial ‹pti�N QF MgsSq 1 :::rm B-1-0 280 Ib0 Ib 40lb 0 Ib 0 Ib RooftrussLateral 0 PLF 0 PLF 0 PLF 230 PLF 0 PLF Wind o RQSINSKI y T.) e, ).,,053545 a f,osioNALE�'c'\� 0 3 Manufacturer Info Rosbeam Steve@Rosbeam.com,Steve@Rosbeam.com Steve@Rosbeam.corn Steve@Rosbeam.corn 413-244-7635 This design is valid until 11/3/2024 Version 21.80.417 Powered by iStruct`m Dataset:23040401.276 C I[aenw (ice wlL 8 i , o Nu,Q ET)(0 i coo Illhillz45 5-7 5'-7" 5'-7" _ _ _ _ _ _ _ --_._ Pr, «�--- a ■ .,,,.. . 1 LIVING ROOM WALL PLAN VIEW -0 r SK1 SCALE: /8"= 1'-0" ro O 1n O O cnI a L EXISTING ROOF TRUSSES, SHEATHING, AND DOUBLE TOP PLATES TO REMAIN Q U) O Q � J NEW (3) 1-3/4 x 5-1/2" 2.0E LVL CONTINUOUS ACROSS ALL JACKS LSTA36 STRAP ATTACH TO STUDS AND BLOCKING (1) 2X6 SPF No.2 JACK (2) 1-3/4 x 5-1/2" 1.3E ENGINEER: ' \\:. TIMBERSTRAND JACK P���OF 414884 STEVEN ROSINSKI (2) 2X6 SPF No.2 KING � y URIC' 6/10/2023 2X6 BLOCKING ON-FLAT O`' STEVEN R REV, AND EVERY 4-FT O.C. ROSINSKI 5'-7" R.O. -i 2 LIVING ROOM OPENINGS DETAIL FSsioNALEf' JOB NUMBER: SK1 SCALE: /4"= 1'-0" 0 3 23063 Office Order Copy ?tea BranchindowNumbeStorer: 18400 Order Number: 184y )�-%�`Name:Pella Window and Door Quote Number: 16332392 Showroom of Greenfield Quote Description: Herringshaw Al Reserve Contemp Doors Rev 3 29 2023 �1111111111111M Project Name: Herringshaw Al 407 Audubon Rd Leeds MA customer Information Deliver To Address Order Information \l Herringshaw Lot# Sales Rep Name: Herringshaw,Al Cust Delivery Date: None 407 Audubon Rd Address: Business Segment: Trade Quoted Date: 12/28/2022 407 Audubon Rd Market Segment: Single Family Replacement Contract Date: Order Type: Non-Installed Sales Booked Date: .EEDS,MA 01053-9771 Effective Discount: 0.000% Earliest LRD: :ontact Name: LEEDS,MA 01053 Commission Split: Herringshaw,Al-100% 'rimary Phone:(413)5635513 County: HAMPSHIRE Tax Code: MASS Mobile Phone: Owner Name: Tax Exempt#: =ax Number: Al Herringshaw Payment Terms: Net 30 Days Customer PO#: F.-Mail: aherringshaw@pellasales.com Event#: 3reat Plains#: 51 H7777 Owner Phone: (413)8340082 Order Verifier Name: Order Verification Date: :ustomer ID: 31449 Scheduled Install Start Date: Scheduled Install End Date: ustomer Number:2000000340 Install Crew: :ustomer Account: 1000533602 Install Duration: Install Status: :ustomer Notes: Confirmed all specs 3 29 2023 for order Pella Reserve Contemporary InSwing Doors with 5/8" Exterior—Black,Extruded EnduraClad Interior—Black Factory Stain Glazing—Advanced Comfort Low-E w/Argon Dual Pane Exterior Profile-Putty Hardware—Spiere Matte Black Screen-Full Grilles—5/8"Putty Profile Ext/Ogee interior Attachment—Nailing Fin Jamb Extension—71/16 istomer: Al Herringshaw Quote Description: Herringshaw Al Reserve Contemp Doors Rev 3 29 20; Order Number: 184 Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price 10 1 Special Pella®Reserve, Contemporary, Double Inswing List Price: $11,843.17 I _%"_ Location: A/P SC EEN Door, Contemporary„Active/Passive, 66.25 X 86, Black Rough Opening: 67"X 86.5" 1:Contemporary,6786 Active/Passive Double Inswing Door Discount%: 0.00% Frame Size:66 1/4 X 86 Discount$: $0.00 $0.00 Frame Size: 66.25"X 86" General Information:Standard,Clad,Pine,8 3/8",7 1/16",Standard Sill, Final Wall Depth: Black Finish Sill,Black Composite Threshold -- Frame Perimeter(inches):305 Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Assembly Type: Branch Finished Sash/Panel:Square,Square,Standard Net Price: $11,843.17 $11,843.17 Last Revision Date: Glass:Insulated Dual Tempered Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Hardware Options:Spiere,Matte Black,Order Handle Set,Multipoint Lock, Prep for Integrated Sensor Screen:Hinge Screen,Black,Matte nViewTm Performance Informatio HGC 0.18,VLT 0.33,CPD PEL-N-218-07971-00001, rmance Class LC,PG 55,Calculated Positive DP Rating 55,Calculated Negative DP Rating 70,Year Rated 11 Grille:ILT,No Custom Grille,5/8",Traditional(2W3H/2W3H),Square, Square Wrapping Information:Foldout Fins,Factory Applied,No Exterior Trim,7 1/16",8 3/8",Factory Applied,Pella Recommended Clearance,Perimeter Length=305". atom Product Instructions: Revised to Advanced Comfort Glass and 7 1/16"Jamb depth 3 29 202 Please Apply 5/8"ILT Putty profile on exterior grilles ***Please Apply 5/8"ILT Ogee profile on interior grilles**** istomer Notes: Black Ext Stained Black Inside Matte Black Spiere Hardware 6 9/16"jamb depth Screen Door Special 5/8"Putty ILT Ext Special 5/8"Ogee ILT Int As viewed from Exterior the Active panel is on the Left and swings in to the left-Passive panel is on the Right- Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price inted on 3/29/2023 Office Order Copy Page 2 of 5 ustomer:Al Herringshaw Quote Description: Herringshaw Al Reserve Contemp Doors Rev 3 29 20; Order Number: 184 11 1 Special Pella®Reserve,Contemporary, Double Inswing List Price: $10,467.70 y— Door, Contemporary„Active/Passive,66.25 X 86, Black /' Location: A/P NO SCREEN " " 1:Contem ora g Discount%: 0.00% Rough Opening: 67' X 86.5 p ry,6786 Active/Passive Double Inswin Door /y Frame Size:66 1/4 X 86 Discount$: $0.00 $0.00 Frame Size: 66.25"X 86" General Information:Standard,Clad,Pine,8 3/8",7 1/16",Standard Sill, I .. L. Final Wall Depth: Black Finish Sill,Black Composite Threshold btrlo - Frame Perimeter(inches):305 Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Assembly Type: Branch Finished Sash/Panel:Square,Square,Standard Net Price: $10,467.70 $10,467.70 Last Revision Date: Glass:Insulated Dual Tempered Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Hardware Options:Spiere,Matte Black,Order Handle Set,Multipoint Lock, No Integrated Sensor Screen:No Screen Performance Informatio SHGC 0.18,VLT 0.33,CPD PEL-N-218-07971-00001, ce lass LC,PG 55,Calculated Positive DP Rating 55,Calculated Negative DP Rating 70,Year Rated 11 Grille:ILT,No Custom Grille,5/8",Traditional(2W3H/2W3H),Square, Square Wrapping Information:Foldout Fins,Factory Applied,No Exterior Trim,7 1/16",8 3/8",Factory Applied.Pella Recommended Clearance,Perimeter Length=305". ustom Product Instructions: Revised to Advanced Comfort Glass and 7 1/16"Jamb depth 3 29 202 Please Apply 5/8"ILT Putty profile on exterior grilles ***Please Apply 5/8"ILT Ogee profile on interior grilles**** ustomer Notes: No Screen Doors Black Ext Stained Black Inside Matte Black Spiere Hardware 6 9/16"jamb depth Special 5/8"Putty ILT Ext Special 5/8"Ogee ILT Int As viewed from Exterior the Active panel is on the Left and swings in to the left-Passive panel is on the Right- Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price inted on 3/29/2023 Office Order Copy Page 3 of 5 • ustomer: Al Herringshaw Quote Description: Herringshaw Al Reserve Contemp Doors Rev 3 29 20; Order Number: 184 15 1 1 Special Pella®Reserve, Contemporary, Double Inswing List Price: $10,467.70 1 Location: P/A NO SCREEN Door, Contemporary,. Passive/Active, 66.25 X 86, Black Rough Opening: 67"X 86.5" 1:Contemporary,6786 Passive/Active Double Inswing Door Discount%: 0.00% Frame Size:66 1/4 X 86 Discount$: $0.00 $0.00 --� Frame Size: 66.25"X 86" General Information:Standard,Clad,Pine,8 3/8",7 1/16",Standard Sill, 1 `' Final Wall Depth: Black Finish Sill,Black Composite Threshold Frame Perimeter(inches):305 Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Assembly Type: Branch Finished Sash/Panel:Square,Square,Standard Net Price: $10,467.70 $10,467.70 Last Revision Date: Glass:Insulated Dual Tempered Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Hardware Options:Spiere,Matte Black,Order Handle Set,Multipoint Lock, No Integrated Sensor Screen:No Screen Performance Information:U-Factor 0.25,SHGC 0.18,VLT 0.33,CPD PEL-N-218-07971-00001,Performance Class LC,PG 55,Calculated Positive DP Rating 55,Calculated Negative DP Rating 70,Year Rated 11 Grille:ILT,No Custom Grille,5/8",Traditional(2W3H/2W3H),Square, Square Wrapping Information:Foldout Fins,Factory Applied,No Exterior Trim,7 1/16",8 3/8",Factory Applied,Pella Recommended Clearance,Perimeter Length=305". ustom Product Instructions: Revised to Advanced Comfort Glass and 71/16"Jamb depth 3 29 202 Please Apply 5/8"ILT Putty profile on exterior grilles ***Please Apply 5/8"ILT Ogee profile on interior grilles**** ustomer Notes: No Screen Doors Black Ext Stained Black Inside Matte Black Spiere Hardware 6 9/16"jamb depth Special 5/8"Putty ILT Ext Special 5/8"Ogee ILT Int As viewed from Exterior the Active panel is on the Right and swings in to the Right-Passive panel is on the Left- tinted on 3/29/2023 Office Order Copy Page 4 of 5 Office Order Copy J Branch Number: 18400 Order Number: 184� IDL)O'3 Window Store Name:Pella Window and Door Quote Number: 16639086 Showroom of Greenfield Quote Description: Herringshaw Al Casement Order Rev 3 27 2023 Project Name: Herringshaw Al 407 Audubon Rd Leeds MA :ustomer Information Deliver To Address Order Information kl Herringshaw Lot# Sales Rep Name: McDaniel,Trevor Cust Delivery Date: None 107 Audubon Rd Address: Business Segment: Trade Quoted Date: 3/27/2023 34 Dartmouth Rd Market Segment: Single Family Replacement Contract Date: Order Type: Non-Installed Sales Booked Date: .EEDS,MA 01053-9771 Effective Discount: 0.000% Earliest LRD: :ontact Name: LONGMEADOW,MA 01106-1902 Commission Split: McDaniel,Trevor-100% 2rimary Phone:(413)5635513 County: HAMPDEN Tax Code: MASS Mobile Phone: Owner Name: Tax Exempt#: 'ax Number: Al Herringshaw Payment Terms: Net 30 Days Customer PO#: :Mail: aherringshaw@pellasales.com Event#: treat Plains#: 51 H7777 Owner Phone:(413)8340082 Order Verifier Name: Order Verification Date: :ustomer ID: 31449 Scheduled Install Start Date: Scheduled Install End Date: :ustomer Number:2000000340 Install Crew: :ustomer Account: 1000533602 Install Duration: Install Status: :ustomer Notes: Revised Project for Order 3 27 2023 Pella Reserve Traditional Casements Black Exterior Black Stain Inside Matte Black Hardwaere Basic 311/16"Jamb depth-Shop to apply 3 sided Prefinished White 6 9/16"Jamb Extensions 5/8"Putty Profile ILT Ext 5/8"Ogee Profile Interior Revised to Rollscreens-Covers for fixed units Revised to Advanced Comfort Low E Glass-Tempered where noted Istomer:Al Herringshaw Quote Description: Herringshaw Al Casement Order Rev 3 27 2023 Order Number: 184 Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price 20 11111# 1 Pella®Reserve,Traditional,4-Wide Casement, 99 X 73, List Price: $12,042.81 15 1111 II Location: 4 wide LFFR Black 11 1"1 1K Rough Opening: 99.75"X 73.75" 1:Traditional,Non-Standard SizeNon-Standard Size Left Casement Discount%: 0.00% II II II Frame Size: 99"X 73" Frame Size:24 3/4 X 73 Discount$: $0.00 $0.00 General Information:Standard,Clad,Pine,5",3 11/16" �sj- Final Wall Depth: Exterior Color/Finish:Painted,Standard Enduraclad,Black Frame Perimeter(inches):344 Interior Color/Finish: Black Stain Interior Sash/Panel:Putty Glaze,Ogee,Standard Assembly Type: Pella Assembled Glass:Insulated Dual Tempered Low-E AdvancedComfort Low-E Insulating Net Price: $12,042.81 $12,042.81 Last Revision Date: Glass Argon Non High Altitude Hardware Options:Wash Hinge Hardware,Fold-Away Crank,Matte Black, No Window Opening Control Device,No Limited Opening Hardware,No Integrated Sensor Screen:Rolscreen®,Wood Wrapped,Black Performance Information: U-Factor 0.26,SHGC 0.24,VLT 0.45,CPD PEL-N-11-24327-00001,Performance Class CW,PG 50,Calculated Positive DP Rating 50,Calculated Negative DP Rating 50,FPAS FL31311,Year Rated 11,Egress Does not meet-typical United States egress,but may comply with local code requirements Grille:ILT,No Custom Grille,5/8",Traditional(2W3H),Putty Glaze,Ogee Vertical Mull 1:FactoryMull,Standard Joining Mullion,Frame To Frame Width-0",Mull Design Pressure-20 2:Traditional,Non-Standard SizeNon-Standard Size Fixed Sash Set Frame Size:24 3/4 X 73 General Information:Standard,Clad,Pine,5",3 11/16" Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Sash/Panel:Putty Glaze,Ogee,Standard Glass: Insulated Dual Tempered Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Screen:fornce n Head�PPed Performance Information: HGC 0.27,VLT 0.50,CPD PEL-N-1-59325-00001,Performance Class CW,PG 50,Calculated Positive DP Rating 50,Calculated Negative DP Rating 50,Year Rated 11 Grille:ILT,No Custom Grille,5/8",Traditional(2W3H),Putty Glaze,Ogee Vertical Mull 2:FactoryMull,Standard Joining Mullion,Frame To Frame Width-0",Mull Design Pressure-20 3:Traditional,Non-Standard Size Fixed Sash Set Frame Size:24 3/4 X 73 General Information:Standard,Clad,Pine,5",3 11/16" Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Sash/Panel:Putty Glaze,Ogee,Standard Glass:Insulated Dual Tempered Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Screen:Rolscreen®Head Cover,Wood Wrapped Performance Information: U-Factor 0.24,SHGC 0.27,VLT 0.50,CPD PEL-N-1-59325-00001,Performance Class CW,PG 50,Calculated Positive DP Rating 50,Calculated Negative DP Rating 50,Year Rated 11 Grille:ILT,No Custom Grille,5/8",Traditional(2W3H),Putty Glaze,Ogee Vertical Mull 3:FactoryMull,Standard Joining Mullion,Frame To Frame Width-0",Mull Design Pressure-20 inted on 3/27/2023 Office Order Copy Page 2 of 6 • Jstomer:Al Herringshaw Quote Description: Herringshaw Al Casement Order Rev 3 27 2023 Order Number: 184 4:Traditional,Non-Standard SizeNon-Standard Size Right Casement Frame Size:24 3/4 X 73 General Information:Standard,Clad,Pine,5",3 11/16" Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Sash/Panel:Putty Glaze,Ogee,Standard Glass:Insulated Dual Tempered Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Hardware Options:Wash Hinge Hardware,Fold-Away Crank,Matte Black, No Window Opening Control Device,No Limited Opening Hardware,No Integrated Sensor Screen:Rolscreen®,Woo. A -•.-. F, Performance Informatio -HGC 0.24,VLT 0.45,CPD PEL-N-11-24327-00001,Pe ormance ass CW,PG 50,Calculated Positive DP Rating 50,Calculated Negative DP Rating 50,FPAS FL31311,Year Rated 11,Egress Does not meet typical United States egress,but may comply with local code requirements Grille:ILT,No Custom Grille,5/8",Traditional(2W3H),Putty Glaze,Ogee Wrapping Information: Foldout Fins,Factory Applied,No Exterior Trim,3 11/16",5",Factory Applied,Pella Recommended Clearance,Perimeter Length=344". lop Notes: Shop to apply 6 9/16"jambs,3 sides,Pella White painted ustomer Notes: Revised 3 28 2023 to 4 wide Speicla size Casement LFFR Tempered Glass Black Exterior Black Stain Inside Matte Black Hardwaere Basic 3 11/16"Jamb depth-Shop to apply 3 sided Prefinished White 6 9/16"Jamb Extensions 5/8"Putty Profile ILT Ext 5/8"Ogee Profile Interior Revised to Rollscreens-Covers for fixed units *** 6-3NAILON-6-9/16 nail-on jamb 3 units applied Qty 1 kited on 3/27/2023 Office Order Copy Page 3 of 6 • istomer:Al Herringshaw Quote Description: Herringshaw Al Casement Order Rev 3 27 2023 Order Number: 184 Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price 25 2 Pella®Reserve,Traditional, 3-Wide Casement, 75 X 65, List Price: $7,574.69 Location: LFR Black 5 II I : Rough Opening: 75.75"X 65.75" 1:Traditional,Non-Standard Size Left Casement Discount%: 0.00% Frame Size:25 X 65 Discount$: $0.00 $0.00 Frame Size: 75"X 65" General Information:Standard,Clad,Pine,5",3 11/16" ' IIFinal Wall Depth: Exterior Color/Finish:Painted,Standard Enduraclad,Black Frame Perimeter(inches:280 Interior Color/Finish:Black Stain Interior Sash/Panel:Putty Glaze,Ogee,Standard Assembly Type: Pella Assembled Glass:Insulated Dual Low-E AdvancedComfort Low-E Insulating Glass Net Price: $7,574.69 $15,149.38 Last Revision Date: Argon Non High Altitude Hardware Options:Wash Hinge Hardware,Fold-Away Crank,Matte Black, No Window Opening Control Device,No Limited Opening Hardware,No Integrated Sensor Screen:Rolscreen®,Wood Wrapped,Black Performance Information: U-Factor 0.26,SHGC 0.24,VLT 0.45,CPD PEL-N-11-24327-00001,Performance Class CW,PG 40,Calculated Positive OP Rating 40,Calculated Negative DP Rating 40,FPAS FL31311,Year Rated 11,Egress Does not meet typical United States egress,but may comply with local code requirements Grille:ILT,No Custom Grille,5/8",Traditional(2W3H),Putty Glaze,Ogee Vertical Mull 1:FactoryMull,Standard Joining Mullion,Frame To Frame Width-0",Mull Design Pressure-20 2:Traditional,2565 Fixed Sash Set Frame Size:25 X 65 General Information:Standard,Clad,Pine,5",3 11/16" Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Sash/Panel:Putty Glaze,Ogee,Standard Glass:Insulated Dual Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Screen:Rolscreen®Head Cover,Woo._ pped Performance Informatio HGC 0.27,VLT 0.50,CPD PEL-N-1-59325-00001,Pe ass W,PG 40,Calculated Positive DP Rating 40,Calculated Negative DP Rating 40,Year Rated 11 Grille:ILT,No Custom Grille,5/8",Traditional(2W3H),Putty Glaze,Ogee Vertical Mull 2:FactoryMull,Standard Joining Mullion,Frame To Frame Width-0",Mull Design Pressure-20 3:Traditional,Non-Standard Size Right Casement Frame Size:25 X 65 General Information:Standard,Clad,Pine,5",3 11/16" Exterior Color/Finish:Painted,Standard Enduraclad,Black Interior Color/Finish:Black Stain Interior Sash/Panel:Putty Glaze,Ogee,Standard Glass:Insulated Dual Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Hardware Options:Wash Hinge Hardware,Fold-Away Crank,Matte Black, No Window Opening Control Device,No Limited Opening Hardware,No Integrated Sensor Screen:Rolscreen®,Wood Wra..: = - Performance Informatio HGC 0.24,VLT 0.45,CPD PEL-N-11-24327-00001,Pe ance ass W,PG 40,Calculated Positive DP Rating 40,Calculated Negative DP Rating 40,FPAS FL31311,Year Rated 11,Egress Does not meet typical United States egress,but may inted on 3/27/2023 Office Order Copy Page 4 of 6 Jstomer:Al Herringshaw Quote Description: Herringshaw Al Casement Order Rev 3 27 2023 Order Number: 184 comply with local code requirements Grille:ILT,No Custom Grille,5/8",Traditional(2W3H),Putty Glaze,Ogee Wrapping Information: Foldout Fins,Factory Applied,No Exterior Trim,3 11/16",5",Factory Applied,Pella Recommended Clearance,Perimeter Length=280". iop Notes: Shop to apply 6 9/16"jambs,3 sides,Pella White painted ustomer Notes: Black Exterior Black Stain Inside Matte Black Hardwaere Basic 3 11/16"Jamb depth-Shop to apply Prefinished White 6 9/16"Jamb Extensions 5/8"Putty Profile ILT Ext 5/8"Ogee Profile Interior Revised to Rol!screens-Covers for fixed units *** 6-4NAILON-6-9/16 nail-on jamb 4 units applied Qty 1 Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price 30 7 7 2 27/32"w/kerf Solid Jamb Extension, Length: 144, List Price: $66.99 Location: JE Prefinished White.Wood Type: Pine V Rough Opening: 1: Accessory Discount%: 0.00% �/ Frame Size:1 X 1 Discount$: $0.00 $0.00 Frame Size: 0"X 0" General Information:Pine,2 27/32"w/kerf Solid Jamb Extension Final Wall Depth: Interior Color/Finish:Prefinished White Paint Interior Frame Perimeter(inches): Wrapping Information: Perimeter Length=0". Assembly Type: Pella Assembled Net Price: $66.99 $468.93 Last Revision Date: ustomer Notes: 3 sided Jamb Extensions for shop to apply to Lines 20 and 25 'inted on 3/27/2023 Office Order Copy Page 5 of 6 Office Order Copy Branch Number: 18400 Order Number: 184y Window Store Name:Pella Window and Door Quote Number: 16224488 Showroom of West Springfield Quote Description: 184- Reserve Project Name: Herringshaw Al 407 Audubon Rd Leeds MA Customer Information Deliver To Address Order Information Al Herringshaw Lot# Sales Rep Name: Pettengill,Alyssa Cust Delivery Date: None 407 Audubon Rd Address: Business Segment: Trade Quoted Date: 11/16/2022 407 Audubon Rd Market Segment: Single Family Replacement Contract Date: Order Type: Non-Installed Sales Booked Date: LEEDS, MA 01053-9771 Effective Discount: 55.000% Earliest LRD: Contact Name: LEEDS, MA 01053-9771 Commission Split: Pettengill,Alyssa- 100% Primary Phone:(411)5635513 County: HAMPSHIRE Tax Code: MASS Mobile Phone: Owner Name: Tax Exempt#: Fax Number: Al Herringshaw Payment Terms: Net 30 Days Customer PO#: E-Mail: aherringshaw@pellasales.com Event#: Great Plains#: 51H7777 Owner Phone: (413)5635513 Order Verifier Name: Order Verification Date: Customer ID: 31449 Scheduled Install Start Date: Scheduled Install End Date: Customer Number:2000000340 Install Crew: Customer Account: 1000533602 Install Duration: Install Status: Customer Notes: Pella Reserve Double Hung Exterior—Black,Extruded EnduraClad Interior—Black Factory Stain Glazing—Advanced Low-E w/Argon Dual Pane Exterior Profile-Putty Hardware—Matte Black NO sash lifts included Screen-Rolscreen bottom only Grilles—Applied SDL's(Pella ILT's)w/spacer bar Integrated Security Sensors-None Attachment—Nailing Fin Jamb Extension—6-9/16 shop applied 3 sides PF bright white **Limited Lifetime Warranty**on Frame and Glass,Frame covered for entire time you live in the residence for rot or other defects, Glass also covered entire time you live there for seal failure or stress cracks. CustuT i r:Al Herringshaw Quote Description: 184-Reserve Order Number: 184 Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price 10 2 2 Pella®Reserve, Traditional, 2-Wide Double Hung, 65.5 X List Price: $5,137.65 1111.IMO 54. Black Location: PF jambs only 1111111 11111111 1:Traditional,Non-Standard SizeNon-Standard Size Double Hung, Discount%: 55.00% Rough Opening: 66.25'X 54.75" Equal Discount$: ,825.71$2 • Frame Size: 65.5"X 54" Frame Size:32 3/4 X 54 ( ) ($5,651.42) Final Wall Depth: General Information:Standard,Luxury,Clad,Pine,5",3 11/16" Frame Perimeter(inches): 239 Exterior Color/Finish: Painted,Standard Enduraclad,Black Interior Color/Finish: Black Stain Interior Assembly Type: Pella Assembled Sash/Panel: Putty Glaze,Ogee,Standard,No Sash Lugs Net Price: $2,311.94 $4,623.88 Last Revision Date: Glass:Insulated Dual Low-E Advanced Low-E Insulating Glass Argon Non High Altitude Hardware Options:Cam-Action Lock,Matte Black,No Window Opening Control Device,No Limited Opening Hardware,No Sash Lift, No Integrated Sensor Screen: Integrated Rolscreen®Lower Sash Only Performance Information:U-Factor 0.29,SHGC 0.25,VLT 0.47,CPD PEL-N-232-01143-00001,Performance Class CW,PG 50,Calculated Positive DP Rating 50,Calculated Negative DP Rating 50,Year Rated 08111, Clear Opening Width 29.375,Clear Opening Height 22.562,Clear Opening Area 4.602491,Egress Does not meet typical United States egress,but may comply with local code requirements Remake:, Grille: ILT,No Custom Grille,5/8",Traditional(3W2H/OWOH),Putty Glaze, Ogee Vertical Mull 1:FactoryMull,Standard Joining Mullion,Frame To Frame Width-0",Mull Design Pressure-20 2:Traditional,Non-Standard SizeNon-Standard Size Double Hung, Equal Frame Size:32 3/4 X 54 General Information:Standard,Luxury,Clad,Pine,5",3 11/16" Exterior Color/Finish:Painted,Standard Enduraclad, Black Interior Color I Finish: Black Stain Interior Sash/Panel: Putty Glaze,Ogee,Standard,No Sash Lugs Glass: Insulated Dual Low-E Advanced Low-E Insulating Glass Argon Non High Altitude Hardware Options:Cam-Action Lock, Matte Black,No Window Opening Control Device,No Limited Opening Hardware,No Sash Lift,No Integrated Sensor Screen: Integrated Rolscreen®Lower Sash Only Performance Information:U-Factor 0.29,SHGC 0.25,VLT 0.47,CPD PEL-N-232-01143-00001,Performance Class CW,PG 50,Calculated Positive DP Rating 50,Calculated Negative DP Rating 50,Year Rated 08111, Clear Opening Width 29.375,Clear Opening Height 22.562,Clear Opening Area 4.602491,Egress Does not meet typical United States egress,but may comply with local code requirements Remake:, Grille: ILT,No Custom Grille,5/8",Traditional(3W2H/OWOH),Putty Glaze, Ogee Wrapping Information: Foldout Fins,Factory Applied,No Exterior Trim,3 11/16",5", Factory Applied,Pella Recommended Clearance, Perimeter Length=239". Printed on 12/5/2022 Office Order Copy Page 2 of 3 f Office Order Copy Branch Number: 18400 Order Number: 184Y1CUo1 Window Store Name:Pella Window and Door Quote Number: 16486635 Showroom of Greenfield Quote Description: Impervia Sliding Windows Project Name: Herringshaw Al 407 Audubon Rd Leeds MA iimmimoom Customer Information Deliver To Address Order Information Al Herringshaw Lot# Sales Rep Name: Herringshaw,Al Cust Delivery Date: 3/14/2023 407 Audubon Rd Address: Business Segment: Trade Quoted Date: 2/14/2023 Al Herringshaw's Office Market Segment: Single Family Replacement Contract Date: 2/14/2023 155 Main St. Order Type: Non-Installed Sales Booked Date: 02/14/2023 LEEDS,MA 01053-9771 Effective Discount: 60.000% Earliest LRD: Contact Name: GREENFIELD,MA 01301 Commission Split: Herringshaw,Al-100% Primary Phone:(413)5635513 County: FRANKLIN _ Tax Code: MASS Mobile Phone: Owner Name: Tax Exempt#: Fax Number: Al Herringshaw Payment Terms: Net 30 Days Customer PO#: E-Mail: aherringshaw@pellasales.com Event#: Great Plains#: 51 H7777 Owner Phone: (413)5635513 Order Verifier Name: Order Verification Date: Customer ID: 31449 Scheduled Install Start Date: Scheduled Install End Date: Customer Number:2000000340 Install Crew: Customer Account: 1000533602 Install Duration: Install Status: • Customer:Al Herringshaw Quote Description: Impervia Sliding Windows Order Number: 184Y1CUO1 Outside View Line# Quote Qty PO Qty Description Item Price Ext'd Price 10 > 6 Impervia, Sliding Window,Vent Right I Fixed, 29.75 X 16, List Price:Black $665.42 Location: Gs CI III Rough Opening: 30.25"X 16.5" 1:Non-Standard SizeNon-Standard Size Vent Right/Fixed Double Discount%: 60.00% Slider Discount$: ($399.25) ($2,395.50) Frame Size: 29.75"X 16" Frame Size:29 3/4 X 16 —, Final Wall Depth: General Information:Standard,Duracast®,Block,Foam Insulated,3",1 11/16" Frame Perimeter(inches):92 Exterior Color I Finish:Black Assembly Type: Pella Assembled Interior Color/Finish:Black Net Price: $266.17 $1,597.02 Last Revision Date: Glass:Insulated Low-E AdvancedComfort Low-E Insulating Glass Argon Non High Altitude Hardware Options:Matte Black,No Limited Opening Hardware Screen:Half Screen,InViewT"" Performance Information: HGC 0.28,VLT 0.52,CPD PEL-N-103-01090-00004,Pe nce ass LC,PG 40,Year Rated 11, Clear Opening Width 11.3125,Clear Opening Height 12.4375,Clear Opening Area 0.9770779,Egress Does not meet typical United States egress,but may comply with local code requirements Grille:No Grille, Wrapping Information:No Exterior Trim,Pella Recommended Clearance, Perimeter Length=92". Venting Width:Equal Order Pricing Totals Total List Price $3,992.52 Discountable Amount $3,992.52 Discount @ 60.000% $2,395.50 Non-Discountable Amount $0.00 Net Before Payment Discount $1,597.02 Payment Discount Amount $0.00 Net After Payment Discount $1,597.02 Taxable Subtotal $1,597.02 Sales Tax @ 6.25% $99.81 Non-taxable Subtotal $0.00 Total (Total Net+Taxes) $1,696.83 Deposit Received $0.00 Amount Due $1,696.83 Printed on 2/14/2023 Office Order Copy Page 2 of 2