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43-131 (3) BP-2024-0027 91 GREENLEAF DR COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 43-131-001 CITY OF NORTHAMPTON Permit: Alts Renovations Repair PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2024-0027 PERMISSION IS HEREBY GRANTED TO: Project# KITCH RENO 2024 Contractor: License: Est.Cost: 137533 KEITER CORPORATION 102457 Const.Class: Exp.Date: 06/20/2024 Use Group: Owner: A WALSH JEFFREY A& MELISSA Lot Size (sq.ft.). Zoning: WSP Applicant: KEITER CORPORATION Applicant Address Phone: Insurance: 35 MAIN ST,2ND FLOOR (413)586-8600 MCC20020005382022 FLORENCE, MA 01062 ISSUED ON: 01/08/2024 TO PERFORM THE FOLLOWING WORK: RENO 1ST FLOOR KITCHEN 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: • I► � yg . ''/ • i Fees Paid: S894.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Office of the Building Commissioner F 13ECEIVED , l JA N The Commonwealth of Massa uses _ 5 2024 i! t , Board of Building Regulations an Sta rds FOR E Massachusetts State Building Cod , 78 uitnrN�INSPECTIONS IUISPALITY E _NOAT1- ; T Ili^ Building Permit Application To Construct, Repair, Renovate — oao Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: � 7 •t .)- 7 Date Applied: XEU,••.) t Z5 /"? I'8-zzw Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 91 Greenleaf Drive, Northampton, MA 01060 43 43-131 1.1 a Is this an accepted street?yes 0 no ❑ Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: WSP NA NA Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) NA Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided NA NA NA NA NA NA 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public Private ElZone: _ Outside Flood Zone? Municipal El On site disposal system ❑ Check if yes❑✓ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Melissa Walsh Northampton, MA 01060 Name(Print) City,State,ZIP 91 Greenleaf Drive 413-896-0089 mwalsh@sbs.umass.edu No.and Street Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction ID Existing Building❑ Owner-Occupied❑ Repairs(s) ❑ Alteration(s)❑✓ Addition ❑ Demolition ❑ Accessory Bldg.❑ Number of Units Other ❑ Specify: Brief Description of Proposed Work2: Renovate first floor Kitchen including removal of partition walls and rear sliding door replacement. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $111,954 1. Building Permit Fee: $894.0o Indicate how fee is determined: 2.Electrical $ 6,904 0 Standard City/Town Application Fee ❑✓ Total Project Cost3 (Item 6)x multiplier 137,533 x 6.5 3.Plumbing $ 18,675 2. Other Fees: $ 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire Suppression) $ Total All Fee'_' .00 -. Check No.6 Check Am t: 6sa•oo ash Amount: 6. Total Project Cost: $137,533 ['Paid in Full 0 Outs glance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) CS-102457 6/20/2024 Scott Keiter License Number Expiration Date Name of CSL Holder List CSL Type(see below) U 35 Main Street No.and Street Type Description Florence, MA 01062 U Unrestricted(Buildings up to 35,000 Cu.ft.) R Restricted l&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding SF Solid Fuel Burning Appliances 413-586-8600 skeiter@keiter.com I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) 175168 4/28/25 Keiter Corporation HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name 35 Main Street skeiter@keiter.com No.and Street Email address Florence, MA 01062 413-586-8600 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 .0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize Keiter Corporation to act on my behalf,in all matters relative to work authorized by this building permit application. Scott Keiter ! 01/04/2024 Print Owner's Name(Ele onic Signature) Date SECTION 7b: OWNER'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. Scott Keiter ! 01/04/2024 Print Owner's or Authoriz 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"may be substituted for"Total Project Cost" City of Northampton : sup ,s .� St Massachusetts 2. m DEPARTMENT OF BUILDING INSPECTIONS S. 212 Main Street • Municipal Building �Ja ?,�' Northampton, MA 01060 Pw` � � 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: valley Recycling Location of Facility: 234 Easthampton Road, Northampton, MA 01060 The debris will be transported by: USA Waste Name of Hauler: USA Waste Signature of Applicant: L%�- Date: 01/04/2024 DocuSign Envelope ID:28E9F6EA-25E6-4140-8DC8-0DFF479264E6 through the date of work stoppage, and any other reasonable loss sustained by Contractor, including Contractor's profit and overhead at the rate of twenty percent(20%) on the balance of the incomplete work under the Agreement. Thereafter, Contractor is relieved from all other contractual duties, including all Punch List and warranty work. RIGHT TO TERMINATE CONTRACT If the work is stopped or delayed, either in whole or substantial part, for a period of thirty(30) days under an order of any court or other public authority having jurisdiction,or as a result of an act of government and due to your fault or negligence, or as a result of an act within Owner's control; or if the work shall be stopped or delayed either in whole or substantial part, for a period of thirty (30) days due to Owner's failure to make a payment on time, or make Contractor feel insecure, or if Owner should commit a material breach of any of Owner's responsibilities or obligations under this Agreement, then Contractor may, upon giving Owner seven (7) days written notice, terminate this Agreement and recover from Owner payment for all work performed; for any unpaid costs of and fees for the work; for any liability, obligations, damages, commitments, and/or claims that Contractor may have incurred or might incur in good faith in connections with this Agreement, as well as receiving payment for Contractor's attomey's and legal fees and all lost anticipated gross profits on the work not performed as of the date of the termination. NOTICE Notice will be deemed if delivered in hand or if sent by certified mail,return receipt requested, to the address listed on the . front page of this Agreement. ARBITRATION THE CONTRACTOR AND THE HOMEOWNER HEREBY MUTUALLY AGREE IN ADVANCE THAT IN THE EVENT THE CONTRACTOR HAS A DISUPUTE CONCERNING THIS CONTRACT, THE CONTRACTOR MAY SUBMIT SUCH DISPUTE TO A PRIVATE ARBITRATION SERVICE WHICH HAS BEEN APPROVIED BY THE SECRETARY OF THE EXECUTIVE OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATIONS AND THE CONSUMER SHALL BE REQUIRED TO SUBMIT TO SUCH ARBITRATION AS PROVIDED IN MASS. GENERAL LAWS,C.142A. KEITER CORPORATION OWNER (CONTRACTOR) y—DocuSigned by: ,- DocuSigned by: Scott 1. kift.r 34-rt , (iaLs(L, t—F1DOCfOONED3437... \—euer:AzD 40Fu403_. By Scott Keiter,President Date Date ,----DocuSigned by: M. iSSa (A.LsL 2284D2AE^AB54C6.. Date NOTICE THE SIGNATURES OF THE PARTIES ABOVE APPLY ONLY TO THE AGREEMENT OF THE.PARTIES TO ALTERNATIVE DISPUTE SETTLEMENT INITIATED BY THE CONTRACTOR. THE OWNER MAY INITIATE ALTERNATIVE DISPUTE RESOLUTION EVEN WHERE THIS SECTION IS NOT SEPARATELY SIGNED BY THE PARTIES. THE RIGHT TO INITIATE ALTERNATIVE DISPUTE RESOLUTION SHALL END TWO YEARS AFTER THE DATE OF THIS AGREEMENT. f—DocuSigned by DS r DS 10 ,)(frLrbi w Lw S "-6601A2D740F6 c Contracto Owner DocuSign Envelope ID:28E9F6EA-25E6-4140-8DC8-0DFF479264E6 DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES. THIS IS A LEGALLY BINDING AGREEMENT. IF THERE ARE ANY PROVISIONS WHICH YOU DO NOT UNDERSTAND, YOU SHOULD CONSULT WITH AN A TTORNE Y BEFORE SIGNING. KEITER CORPORATION OWNER (CORPORATION) /—DocuSigned by: --DocuSigned by: Scoff I. 6uf r j`'{/-/y�`'ry (Paf sI, F 1130C')O W CD3437... By Scott Keiter,President Date `—bbD,ALD 4UYi4Uo... Date ,.—DocuSigned by: At.tiiss . (,ASL 32D4D2AC4AD51C6... Date ADDENDA & EXHIBITS The following exhibits and addenda have been attached to this Agreement and as such are included as part of this agreement: Exhibit 1_Exhibit 1_SOW_CD Budget_Dec_13_23 Exhibit 2_Drawings_91 Greenleaf Dr,Northampton MA Exhibit 3_Walsh- Schedule 11.3.23 Exhibit 4_Logistics Plan Exhibit 5_Walsh -Logistics Detail Exhibit 6_Walsh—SSSP Exhibit 7_Evidence of Insurance 2023 - 2024_Keiter Corporation Owner Information: Email for Melissa: mwalsh@sbs.umass.edu Email for Jeff: walshe@umass.edu Melissa Phone: 413-896-0089 r--DS 12 ,—rDS ,--nn--,,DS JOJ J (uU Contracto? Owner The Commonwealth of Massachusetts Department of Industrial Accidents Wit / Congress Street,Suite 100 ve:» . Bosron, MA 02114-2017 VWla ntass.gov/dla Workers'Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO liE FILED WITH THE PER IITI INC AUTHORITY. Applicant Information Please Print Leeihly Name(6osiacss'Organiantion,tndi.id„al):Keiter Corporation Address: 35 Main Street City/State/Zip:Florence, MA 01062 Phone #: 413-586-8600 Areyou an employer?Cheek the appropriate box! Type of project (required): D I am emplova with 83 __._...employees(feat and'or part•time).• 7. CD New construction 20 am a sole pn m ctix or oartnenhip and have no employees working for the in K. O Remodeling any capacity [No workers'ewnp insuran.e requinedi 301 am a hocwt:cr doing all work myself.[No workers'coop.iraanance nNuire�d..)" 9. El Demolition xw 4.�lam a honcowtier and will be hiring min-actors to tsunami all work on my property I will i 0❑f3 Ui1dM addition empty tha;all ems»tru'ton either have workers'isornsensatior insuranx or ate sole I I.I Electrical repaits or additions pntpricton with twemployees, I 2. Plumbing repaus or additions 50 lam a general contractor;pull have hired the aub•conu-acton listed on the attached sheet. 13❑RWP fre airs These aub contractors have Employees and have workers'comp insurance• 6.0 wean a corporation and its officers have exercised their rigtl of exemption per Wit.e. 14.0 Other I 52.$1(4}.and we have no employees.[No workers'eoinp.insurance required) *Any applicant that cheeks box c I mutt also fill out the section below showing their workers'compensation policy ar:natioe), f tiomcownc: yet()submit this affidavit indicating they are doing at work and then hire outside contractors must submit a new affidavit indict fang such. Contractors that cheek this box must attached an additional shemt stowing the name of the subcontractors and state whether oe not those entities have employees. lithe sub-contractors Iasi'euvlcye s.they must provitk their winked'°amp,policy number. t am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name MA Employers/AIM ._....._ Policy#or Self-ins. Lic.#:MCC20020005382023A Expiration Da:e:6/11/2024 Job Site Address: 91 Greenleaf Drive _City:State'Zip:Northampton, MA 01063 Attach a copy of the workers'compensation policy declaration page (showing the Policy number and expiration date). Failure to secure coverage as required under MGL c. I52,*25A is a criminal violation punishable by a fine up to S I.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 S250.00 a day against the violator.A copy of this statement may be firwarded to the Office of Investigations of the DIA for insurance coverage ircritl ation. I do hereby certify under the pains and penalties of that the information provided above is true and correct. Sionantre: Date: 01/04/2024 Phone#:413-586-8600 Official use only. Do not write in this area,to be completed by cite or town official_ City or Town: Permit/License ti Issuing Authority(circle one): I. Board of Health 2. Building Department 3.Cityfi'own Clerk 4.Electrical Inspector 5. Plumbing Inspector 6.Other A�CRL CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 05/30/2023 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 Cyndie Henderson CISR,CPIA NAME: Alera Group,Inc. PHONE (413)586-0111 FAX (413)586-6481 INC.No,Ext): (NC,No): Webber&Grinnell Division E-MAIL chenderson@webberandgrinnell.com ADDRESS: 8 North King Street INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURER A: Selective Ins Co of S Carolina 19259 INSURED INSURER B: MA Employers/A.I.M. 12886 Keiter Corporation INSURER C: Attn:Scott Keiter INSURER D: 35 Main Street INSURER E: Florence MA 01062 INSURER F: COVERAGES CERTIFICATE NUMBER: Master Exp 2024 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 ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DD/YYYY) (MM/DD/YYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE RED CLAIMS-MADE X OCCUR PREMISESO(Ea ooccurrence) $ 500,000 MED EXP(Any one person) $ 15,000 A S2265567 06/01/2023 06/01/2024 PERSONAL 4ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X jE r n LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED A9105217 06/01/2023 06/01/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS _ _ , HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) Medical payments $ 5,000 X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 A EXCESS LIAB CLAIMS-MADE S2265567 06/01/2023 06/01/2024 AGGREGATE $ 10,000,000 DED X RETENTION$ ° $ WORKERS COMPENSATION X STATUTE PER X ERH AND EMPLOYERS'LIABILITY YIN 1000,000 B OFFICER/MEMBER EXCLUDED? ANY PROPRIETOR/PARTNER/EXECUTIVE N NIA MCC20020005382023A 06/11/2023 06/11/2024 E.L.EACH ACCIDENT $ , (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Waiver of Subrogation can be obtained should Insured win the bid for project. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN "" Evidence of Insurance "" ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I ©1988-2015 ACORD CORPORATION. All rights reserved. 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MEETINGHOUSE DESIGN pipe chase 4 �_ � 222 Greenfield Road 188=" x '_--�- South Deerfield,MA 01373 / 176,—" a i Tel:413.397.3085 / 111" / il - _._ nemeetinghouse.com 21"—A 58^ ,l' k 54" / /11+"/A __ re l ,�o ____ _ __ _ - va � M , O RH26 4224 N `,..,. S ._. 1 3 .y Se 36 B12-3 — - -_.._... ... .. ...._..._ i RW3618 - I N - e _ II m r- ... — .._ .T. \ N I BUBO9 336 638-3 EPOS-',._.. `0 3 I._. .I `o filler —__.. 1 l K REP3/4 90FM-27L A el TL3-4-341/2 ' LD-STD F326 I -..... Ni. _._-N.,----.. .----.......--._ Nam_._ r� UT1290-RT-L i BWDMAIB DW B15-4 B024 c . . o v I ---.... 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N i filler 0CC 0 �i� 0) - N - j OVEN lil d- 1.0 BL36-SS-PH-R WARMING DRW filler 8 • ......................................................................... . .... .... ..... ... 0" 188z / 176z" / / 111" / ,I 54" / 25" / 58" / 564" / 21.E 9" / 42" /74",1' 48 4" / N N \ •i•-•••••••t_ l''''''- ••••••••••••••••••--1 ..•• ., I 11 ' - ' I [ RW3618 RH26 4224 [0[1] 0 0 WSE2421-36R N l _ N. o_ o 7— W am ti _ N 1` _ I GKT:GE36 \ 36 FRIDGE rn Tr S BL36-SS-PH-R SB36 B12-3 CO B36-3 0 m a. m I _ I . ..... . II .. I. - filler REP3/4 90FTK-27L / 36" / 36" / 12"/9"f_ 36" /9„ - -36"- �12 -/ 4 " ®BoseCascadO III!— Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED NNt3INEERP)WOOf)PROM.' FB01 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. January 3, 2024 13:39:07 Build 16959 Job name: 91 Greenleaf File name: 9ft 10in header Address: Description: City, State,Zip: Northampton, MA Specifier: Customer: Designer: doug hodgins Code reports: ESR-1040 Company: rk miles inc 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 z1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 31 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111 l l l l l l l l l l l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k k 09-10-00 B1 B2 Total Horizontal Product Length=10-05-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1094/0 1456/0 1458/0 B2, 3-1/2" 1094/0 1456/0 1458/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (Ib/ft) L 00-00-00 10-05-00 Top 10 00-00-00 1 Unf.Area(Ib/ft2) L 00-00-00 10-05-00 Top 30 10 07-00-00 2 Unf. Lin. (Ib/ft) L 00-00-00 10-05-00 Top 80 n\a 3 Unf.Area(Ib/ft2) L 00-00-00 10-05-00 Top 15 35 08-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 8022 ft-lbs 50.0% 115% 3 05-02-08 End Shear 2669 lbs 36.7% 115% 3 01-01-00 Total Load Deflection L/399(0.299") 60.1% n\a 3 05-02-08 Live Load Deflection L/703(0.17") 51.2% n\a 6 05-02-08 Max Defl. 0.299" 29.9% n\a 3 05-02-08 Span/Depth 12.6 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 3370 lbs n\a 36.7% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 3370 lbs n\a 36.7% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Page 1 of 2 ®BoseCascade Double 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED FNG NF.RE:')5NOM PRODUCTS FB01 (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. January 3, 2024 13:39:07 Build 16959 Job name: 91 Greenleaf File name: 9ft 10in header Address: Description: City, State, Zip: Northampton, MA Specifier: Customer: Designer: doug hodgins Code reports: ESR-1040 Company: rk miles inc Connection Diagram: Full Length of Member Ib � Td AI c 0\ • %\` ///,\ a minimum = 2" c=5-1/2" b minimum =3" d =24" Calculated Side Load = 0.0 lb/ft Connectors are: 3-1/4 in. Pneumatic Gun Nails Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions, please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 ®BoiseCascade Quadruple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED er ONEHtED WOOG PRODJC,S FB01 19ft beam (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. January 3, 2024 15:05:39 Build 16959 Job name: 91 Greenleaf File name: 19ft beam Address: Description: City, State,Zip: Northampton, MA Specifier: Customer: Designer: doug hodgins Code reports: ESR-1040 Company: rk miles inc 1 4 1 4 4 4 4 4 1 4 4 1 4 1 4 4 4 34 4 4 4 4 4 4 4 1 4 4 4 4 4 4 4 l : l l l l l l l l l l l l l 424, l l l l l l l l l l l l l l l 1 4 4 4 4 1 4 4 4 4 l 4 4 4 414 l l l l l l l l l l l l l l 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 k k 19-00-00 B1 B2 Total Horizontal Product Length=19-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 3919/0 4067/0 4180/0 B2, 3-1/2" 3919/0 4067/0 4180/0 Load Summary Live Dead Snow Wind Roof Tributary Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 0 Self-Weight Unf. Lin. (lb/ft) L 00-00-00 19-00-00 Top 28 00-00-00 1 Unf.Area (Ib/ft2) L 00-00-00 19-00-00 Top 30 10 13-09-00 2 Unf.Area (Ib/ft2) L 00-00-00 19-00-00 Top 15 32 13-09-00 3 Unf. Lin. (lb/ft) L 00-00-00 19-00-00 Top 56 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 45875 ft-lbs 68.7% 115% 3 09-06-00 End Shear 8585 lbs 40.1% 115% 3 01-05-08 Total Load Deflection L/248(0.896") 96.6% n\a 3 09-06-00 Live Load Deflection L/415(0.537") 86.8% n\a 6 09-06-00 Max Defl. 0.896" 89.6% n\a 3 09-06-00 Span/Depth 15.9 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 7" 10141 lbs n\a 55.2% Unspecified B2 Wall/Plate 3-1/2"x 7" 10141 lbs n\a 55.2% Unspecified Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum Total load deflection criteria. Design based on Dry Service Condition. BC CALC®analysis is based on IBC 2015. Calculations assume member is fully braced. Page 1 of 2 ®BoiseCascade' Quadruple 1-3/4" x 14" VERSA-LAM® LVL 2.1E 3100 SP PASSED FNGNEERED MCC PROD. TF FB01 19ft beam (Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. January 3, 2024 15:05:39 Build 16959 Job name: 91 Greenleaf File name: 19ft beam Address: Description: City, State,Zip: Northampton, MA Specifier: Customer: Designer: doug hodgins Code reports: ESR-1040 Company: rk miles inc Connection Diagram: Full Length of Member t-1.1bha- = d� a A\ A. - • • • AR Atlk a minimum =2" c= 10" b minimum =2-1/2" d =24" Calculated Side Load =0.0 lb/ft Bolts are assumed to be Grade A307 or Grade 2 or higher. Connectors are: 1/2 in. Staggered Through Bolt Disclosure Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Completeness and accuracy of input must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to anyone relying on such output as evidence of suitability for a particular application.The output here is based on building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call(800)232-0788 before installation. BC CALC®, BC FRAMER®,AJST"", ALLJOIST®,BC RIM BOARDTM, BCI®, BOISE GLULAMTM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2