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17C-095 (14)
BP-2022-0580 136 CHESTNUT ST COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 17C-095-001 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-2022-0580 PERMISSION IS HEREBY GRANTED TO: Project# REPAIRS Contractor: License: INTEGRITY DEVELOPMENT & Est. Cost: 9500 CONSTRUCTION INC 090514 Const.Class: Exp.Date:09/12/2022 Use Group: Owner: YALEN BALDI BRIAN & LESLEY Lot Size (sq.ft.) INTEGRITY DEVELOPMENT &CONSTRUCTION Zoning: URB Applicant: INC Applicant Address Phone: Insurance: 110 PULPIT HILL RD (413)549-7919 WMZ80080062242021 AMHERST,MA 01002 ISSUED ON:05/23/2022 TO PERFORM THE FOL LO WING WORK: STRUCTURAL REPAIRS 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 1 I •v /� 1 • I Jam+ I Fees Paid: $65.00 212 Main Street, Phonc(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner ..__RECEIVED ,Z, he Commonwealth of Massachusetts FOR Y 2 3 2022 Bo d of Building Regulations and Standards MUNICIPALITY JA !Maachusetts State Building Code, 780 CMR USE n`DT OP null_ 't Application To Construct,Repair,Renovate Or Demolish a Revised Mar 2011 ",,qp-rt iaMr . . iA 01060 One- or Two-Family Dwelling This Section For Official Use Only Building4...) Permit Number: L? D-" lj"gQ Date Applied: ,,,) l *.53 /71V:2 5-23-2022 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers i3to c—t WIAT- Si 1 ICL./.. t C... (3-C 'vac —aa 1.1 a Ts this an accepted street?yes V. no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: 1 U)20 - ( ---Siu&7kli1 /n. /J) St,9. 4,10 01 Zoning District 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 20, Iv/Zl 1 '-0-- 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public 0 Private 0 Zone: _ Outside Flood Zone? Municipal 0 On site disposal system 0 Check if yes❑ SECTION 2: PROPERTY OWNERSHIP1 2.1 Owner'of Record: f321✓3*•J 13 4-mob i 1 LES LEI MIA-t,Er`t (0/Z-Enr C-Cl VVk 46 ! C Ce Z. Name(Print) City,State,ZIP /31, CN SfaklOr. s i-Y2W `1/3 - 70y-34649 32J lD1 Q6 miki-6 No.and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 0 Repairs(s) f r Alteration(s) ❑ Addition 0 Demolition 0 Accessory Bldg. ❑ Number of Units Other 0 Specify: Brief Description of Proposed Work2: S 157-r(L L=7-dDn Nil $U P002 i Pt=-•'t-ayt S ) ✓l1D D l brL/L 1 e01.t lvvrAl5 -r roo7r4(-7S L,A,)cYt (r �T?N,) g u'Pea-r 0 otals. SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1. Building $ 8, or'© 1. Building Permit Fee: $ Indicate how fee is determined: 0 Standard City/Town Application Fee 2.Electrical $ 500 0 Total Project Cost'(Item 6)x multiplier x 3. Plumbing $ /) 6Y2 0 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Suppression) Total All ,e Check N ' / Check Amount: �* Cash Amount: 6. Total Project Cost: $ 9`567D 0 Paid in Full 0 Outstanding Balance Due: SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) C5—O 9 5/`, L 6 Z 4 �/3 License Number � Expiration ate Name of CSL Holder i � U- '" / , I I i� )12-0 ^ List CSL Type(see below) + l� No. d Street /� "t Type Description City //Trin! �c�T ,n/� ©I OO Z U Unrestricted(Buildings up to 35,000 cu.ft.) l R Restricted leaFamily Dwelling tate,ZiP M Masonry RC Roofing Covering WS Window and Siding o� SF Solid Fuel Burning Appliances �/3 51/1-T/ / pJov 1 e ,1J'(�Gj bola LLB cavi I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HMC 1 kIT 12 l 'Dc JELoP!YJ r�r'4 o..Snzv1 !18 D l �' t 23 HIC Registration Number Expiration Date MC Company ame 6r,1I IC Registrant Name J10 r14L- r / '/LL '1-C /vatic y e / e- 61.//tom, &`ll No.a Street Email address H-Ea6r'hi 1 4 010 2-2_ it/3 S5/7-9'°J City/Cowin,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 ISncNo 0 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 i N"r(�a tg I Di Jcl iPivl t t '-0,01•6 aJ to act on my behalf,in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic 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' this application is true and accurate to the best of my knowledge and understanding. ./1251?1z Print Owner's or Authorized Agent's Name(Electronic Signature) ` Date g g ) 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 <%, Pic: Massachusetts , yy 4: sF C DEPARTMENT OF BUILDING INSPECTIONS 4 212 Main Street • Municipal Building ��, A" Northampton, MA 01060 kjy' IjN'ta 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: 5 4 G' Gli/ oJz) Sgvi rfr►'/ /26 EA-STA N/DSa ) G� The debris will be transported by: Name of Hauler: 17 f 172-14GK/Nk7 Signature of Applicant: 02,Q,QA � �- Date: 5-l2- 2Z ".LN.. The Commonwealth of Massachusetts Department of Industrial Accidents • . --191P, '"-!,j6) I Congress Street,Suite 100 Boston,MA 02114-2017 www.mass.goisfdia - VI orkers'Compensation Insurance Affidavit: BuildersitontractorstEleetriciansiPlumbers. TO RE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Pleaseyrint Lteiblv Name afy 0:,. „, ,... 4 n , ) 1 3e/1 Address: Pt' , 1......0 7--- ihdej .., /72-ei'/1-2::) City/Stateinp:_.. " fj-G-0S/tiljA /176).-2- Phone #: 11/ Are pro an estagilloyert*Ckeck the apprapriate hoc Type of project(required): )01j sm a employer with 141__elnployeen rfoll ari&in part-tiincl.. 7. 0 New construction 2f:1 I ant a sole proprietor ut partnership and hale no employees working tot use its S. 0 Remodeling any eapscity.[Ni winters'comp.inalmovv. requirai 9. 0 Demolition 30 I am a hotrietiimen doing all work myself.{No weaken'wit,.insurance rtstiuired.j' g 4.0 I am a homeowner and will he hiring contractors to conduct all work on nty property. I will al°0 Buildin addition ensure that all mintrainurs either has,:workers'ouropon.rtion rah/stance tit are role 11 0 Electrical repairs or additions proprietors lb ith no employors. I 2.0 Plumbing repairs or additions :50 I am a gx-surral contractor and 1 have hired the sub-enritractors Listed tin the attached sheet_ I 30 Roof repairs/1 These sub-contractors lias>e empluyees and have workers'comp.insurance); 14.DOther /465;0"41 ri-C-, 60 We see a commando and its offsuers have exercised their right of etempiran per INGL C. 152.1101,and we have no employees.[No workers comp.insurance required.) **Any applicaro that clean box xl nuns also till uut Liu,season bduw shouting their westors'compensation put t,..-y inform:Kim. +liorneowneis who submit this atticimrzt no-twirling duo Are..luang All work arid then Lire outside contractors must submit a new allitlak 1E indicating sub. C'untraitiors that tilta.-k Ina box must attaLhed an althuonal sheer%bp%tab;the Mlle of dr:,;oE-cutura.....L4X's and.taft:tt hether or not thoNe eninicA have employeerA, if Elle hob-contractair/save crtiployees.they must provide their workers*comp.Isslicy member. ........ I am an employer that is providing ovorAers'compensation insurance for my employees. Below is the polity and job site information. , A Insurance Company Name: A oi- 144- rA(Ara A--"L-//7 . i . all Policy#or Setf-ins. Lie.tk IAI M''.. -/2.(_)•2„ziel- Expiration Daie. Oi-f/A0/ 3 Job Site Address: /3( Ga-t----cri )L.4-r -)._r-y-zi----4-.,-----7-- CityStateiZip. 11:19,/,t-N7t2 /4/14 6/ Attach a copy of the workers'compensation policy declaration page['bowing the policy number and expirtion date). Failtue to secure coverage as requited'owlet MCiL c. 152,§25A is a criminal violation punishable by a fine up to SI,500.00 and/or one-year imprisonment,as well as civil penalties in the formal of a STOP WORK ORDER and a tine of up to S250.00 a day against the violator.A copy of this statement may be forwarded to the Office of hivestigations of the DIA for insurance coverage verification. /do hereby certify under the pains and penalticA of perjury that the infOrmation provided above is true and correct. Struture: (4.441_,-...- )61k Date: Phone#: .3 --z59'/ — _ , I Official tar*nix Do not write in this area,to be completed by thy or town official. I (ity or Town: Permit/license a Issuing Authority(circle one): 1. Board of Health 2. Building Department 3.CityTown Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone a; ACORL CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYWY) 05/02/2022 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 Andrea Feeley,CISR NAME: Webber&Grinnell PHONE (413)586-0111 FAX (413)586-6481 (A/C,No,Est): (A/C,No): 8 North King Street E-MAIL afeeley@webberandgrinnell.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Northampton MA 01060 INSURERA: Arbella Protection 41360 INSURED INSURER B: A.I.M.Mutual/A.I.M. 33758 Integrity Development and Construction,Inc. INSURER C: INSURER D: 110 Pulpit Hill Road INSURER E: Amherst MA 01002 INSURER F: COVERAGES CERTIFICATE NUMBER: Exp4/2023 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 SUER POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MMIDD/YYYY) (MM/DDIYYYY) LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE rD CLAIMS-MADE X OCCUR PREMISESO(EaEN occE ence) $ 100,000 MED EXP(Any one person) $ 5,000 A 8500065625 04/10/2022 04/10/2023 PERSONAL aADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY X PROT LOC • 000020 , OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 (Ea accident) ANY AUTO BODILY INJURY(Per person) $ A OWNED X SCHEDULED 1020051526 04/10/2022 04/10/2023 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 A EXCESS LIAR CLAIMS MADE 4620092974 04/10/2022 04/10/2023 AGGREGATE $ 4,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION X STATUTE EORH AND EMPLOYERS'LIABILITY YIN 500,000 B ANY PROPRIETOR/PARTNER/EXECUTIVE N N/A WMZ60080062242022A 04/10/2022 04/10/2023 E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 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) 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 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD • Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards COnsI Ik rvisor CS-090514 , 9 iris:09112/2022 ANNA R cow Artr 113 JANUARY HI AMHERST MA.0100='.yy Commissioner : c Office of Consumer Affairs&Business on HOME IMPROVEMENT CONTRACTOR TYPE:Corporation Resgistra#1Qfl FAIIII310190 118041 01/19/2023 INTEGRITY DEVELOPMENT AND CONSTRUCTION,INC. ANNA COOK ' • 110 PULPIT HILL RD AMHERST,MA 01002 Undersecretary BoIse Cascade Single 1-3/4" x 7-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED FB01 (Drop Beam) BC CALL®Member Report Dry 1 span I No cant. May 18,2022 11:17:02 Build 8410 Job name: Basement Beams File name: Address: 136 Chestnut Street Description: City, State, Zip: Florence, MA Specifier: Customer: Baldi/Yalen Designer: Tanya Favorite Lynch Code reports: ESR-1040 Company: Integrity Development&Construction 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 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 1 434 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 1 4 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 1 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 IL 07-00-00 B1 B2 Total Horizontal Product Length=07-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 1419/0 901 /0 B2, 3-1/2" 1419/0 901 /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 07-00-00 Top 4 00-00-00 1 Unf.Area (Ib/ft2) L 00-00-00 07-00-00 Top 40 15 05-09-08 2 int wall Unf. Lin. (lb/ft) L 00-00-00 07-00-00 Top 80 n\a 3 2nd floor Unf.Area (Ib/ft2) L 00-00-00 07-00-00 Top 30 15 05-09-08 Controls Summary Value %Allowable Duration Case Location Pos. Moment 3546 ft-lbs 94.5% 100% 1 03-06-00 End Shear 1726 lbs 71.6% 100% 1 00-10-12 Total Load Deflection L/297 (0.265") 80.9% n\a 1 03-06-00 Live Load Deflection L/485(0.162") 74.2% n\a 2 03-06-00 Max Defl. 0.265" 26.5% n\a 1 03-06-00 Span/Depth 10.8 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 1-3/4" 2320 lbs n\a 50.5% Unspecified B2 Wall/Plate 3-1/2"x 1-3/4" 2320 lbs n\a 50.5% Unspecified Disclosure Use of the Boise Cascade Software is Notes subject to the terms of the End User Design meets Code minimum(L/240)Total load deflection criteria. License Agreement(EULA). Completeness and accuracy of input Design meets Code minimum (L/360)Live load deflection criteria. must be reviewed and verified by a Design meets arbitrary(1")Maximum Total load deflection criteria. qualified engineer or other appropriate Design based on Dry Service Condition. expert to assure its adequacy,prior to anyone relying on such output as BC CALC®analysis is based on IBC 2009. evidence of suitability fora particular Calculations assume member is braced at ends. See engineering report for the unbraced length. 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 1 of 6 ®8o1seCascade - Single 1-3/4" x 6" VERSA-LAM® LVL 2.1E 3100 SP* PASSED fil,4FFRFf WO X PROO'f.T' FB02 (Drop Beam) BC CALC®Member Report Dry 12 spans I No cant. May 18,2022 11:17:02 Build 8410 Job name: Basement Beams File name: Address: 136 Chestnut Street Description: City,State,Zip: Florence, MA Specifier: Customer: Baldi/Yalen Designer: Tanya Favorite Lynch Code reports: ESR-1040 Company: Integrity Development&Construction 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 24 4 4 4 1 4 4 1 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 131 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 1 4 4 04 4 4 4 4 1 4 4 4 4 4 4 4 4 4 1 i: 2 i;25 k k B1 B2 03-07-00 04-02-00 B3 Total Horizontal Product Length=07-09-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B 1,3-1/2" 701 /116 371 /0 B2,3-1/2" 1826/0 1156/0 B3,3-1/2" 792/61 463/0 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 07-09-00 Top 3 00-00-00 1 Unf.Area(Ib/ft2) L 00-00-00 07-09-00 Top 40 15 05-09-08 2 int wall Unf. Lin.(lb/ft) L 00-00-00 07-09-00 Top 80 n\a 3 2nd floor Unf.Area(Ib/ft2) L 00-00-00 07-09-00 Top 30 15 05-09-08 Controls Summary Value %Allowable Duration Case Location Pos. Moment 920 ft-lbs 32.1% 100% 3 05-10-03 Neg. Moment -1028 ft-lbs 35.4% 100% 1 03-07-00 End Shear 731 lbs 36.7% 100% 3 06-11-08 Cont.Shear 1137 lbs 57.1% 100% 1 04-02-12 Total Load Deflection U999(0.048") n\a n\a 3 05-08-02 Live Load Deflection U999(0.032") n\a n\a 6 05-07-10 Total Neg. Defl. U999(-0.002") n\a n\a 3 02-11-10 Max Defl. 0.048" n\a n\a 3 05-08-02 Span/Depth 7.9 Disclosure %Allow %Allow Use of the Boise Cascade Software is Bearing Supports Dim.(LxW) Value Support Member Material subject to the terms of the End User B1 Wall/Plate 3-1/2"x 1-3/4" 1072 lbs n\a 23.4% Unspecified License Agreement(EULA). B2 Wall/Plate 3-1/2"x 1-3/4" 2982 lbs n\a 65.0% Unspecified Completeness and accuracy of input B3 Wall/Plate 3-1/2"x 1-3/4" 1255 lbs n\a 27.4% Unspecified must be reviewed and verified by a qualified engineer or other appropriate expert to assure its adequacy,prior to Notes anyone relying on such output as evidence of suitability for a particular Design meets Code minimum(L/240)Total load deflection criteria. application.The output here is based on Design meets Code minimum(L/360)Live load deflection criteria. building code-accepted design Design meets arbitrary(1")Maximum Total load deflection criteria. properties and analysis methods. Installation of Boise Cascade *Cut from: 1-3/4"x 9-1/4"VERSA-LAM®LVL 2.1E 3100 SP engineered wood products must be in Design based on Dry Service Condition. accordance with current Installation BC CALC®analysis is based on IBC 2009. Guide and applicable building codes.To Calculations assume member is braced at ends.See engineering report for the unbraced length. obtainess Installation,pa Guide 0r ask questions,please call(800)232-0788 before installation. BC CALC®,BC FRAMER®,AJST", ALLJOIST®,BC RIM BOARDT'",BCI®, BOISE GLULAMT^',BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 6 Boise cascade Single 1-3/4" x 6" VERSA-LAM® LVL 2.1E 3100 SP* PASSED FB03(Drop Beam) BC CALC®Member Report Dry I 1 span I No cant. May 18,2022 11:17:02 Build 8410 Job name: Basement Beams File name: Address: 136 Chestnut Street Description: City, State,Zip: Florence, MA Specifier: Customer: Baldi/Yalen Designer: Tanya Favorite Lynch Code reports: ESR-1040 Company: Integrity Development&Construction 4 4 l 4 4 4 l 4 4 4 1 4 4 4 4 4 24 4 4 4 4 1 1 1 4 4 1 4 4 1 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 131 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 i 1 1 1 1 1 l 1 1 1 1 1 4 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 01 4 4 4 4 4 4 4 4 4 4 1 4 1 1 4 k k 03-07-00 B1 B2 Total Horizontal Product Length=03-07-00 Reaction Summary (Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 726/0 460/0 B2, 3-1/2" 726/0 460/0 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 03-07-00 Top 3 00-00-00 1 Unf.Area(Ib/ft2) L 00-00-00 03-07-00 Top 40 15 05-09-08 2 int wall Unf. Lin. (lb/ft) L 00-00-00 03-07-00 Top 80 n\a 3 2nd floor Unf.Area(Ib/ft2) L 00-00-00 03-07-00 Top 30 15 05-09-08 Controls Summary Value %Allowable Duration Case Location Pos. Moment 808 ft-lbs 28.2% 100% 1 01-09-08 End Shear 662 lbs 33.2% 100% 1 00-09-08 Total Load Deflection U999(0.03") n\a n\a 1 01-09-08 Live Load Deflection U999(0.018") n\a n\a 2 01-09-08 Max Defl. 0.03" n\a n\a 1 01-09-08 Span/Depth 6.2 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 1-3/4" 1186 lbs n\a 25.9% Unspecified B2 Wall/Plate 3-1/2"x 1-3/4" 1186 lbs n\a 25.9% Unspecified Disclosure Use of the Boise Cascade Software is Notes subject to the terms of the End User Design meets Code minimum(U240)Total load deflection criteria. License Agreement(EULA). Completeness and accuracy of input Design meets Code minimum(U360)Live load deflection criteria. must be reviewed and verified by a Design meets arbitrary(1")Maximum Total load deflection criteria. qualified engineer or other appropriate *Cut from: 1-3/4"x 9-1/4"VERSA-LAM®LVL 2.1E 3100 SP expert to assure its adequacy,prior to Design based on Dry Service Condition. anyone relying on such output as evidence of suitability for a particular BC CALC®analysis is based on IBC 2009. application.The output here is based on Calculations assume member is braced at ends.See engineering report for the unbraced length. 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 BOARDT"",BCI®, BOISE GLULAMT",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 3 of 6 Boise Cascade Single 1-3/4" x 6" VERSA-LAM® LVL 2.1E 3100 SP* PASSED =N..^FFPF?hi?^O P,Ol f.•;. FB04(Drop Beam) BC CALC®Member Report Dry 11 span I No cant. May 18,2022 11:17:02 Build 8410 Job name: Basement Beams File name: Address: 136 Chestnut Street Description: City, State,Zip: Florence, MA Specifier: Customer: Baldi/Yalen Designer: Tanya Favorite Lynch Code reports: ESR-1040 Company: Integrity Development&Construction 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 21 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 1 131 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 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 01 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l: k k B1 03-02-00 B2 Total Horizontal Product Length=03-02-00 Reaction Summary(Down/ Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 642/0 407/0 B2,3-1/2" 642/0 407/0 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 03-02-00 Top 3 00-00-00 1 Unf.Area(Ib/ft2) L 00-00-00 03-02-00 Top 40 15 05-09-08 2 int wall Unf. Lin. (Ib/ft) L 00-00-00 03-02-00 Top 80 n\a 3 2nd floor Unf.Area(Ib/ft2) L 00-00-00 03-02-00 Top 30 15 05-09-08 Controls Summary Value %Allowable Duration Case Location Pos. Moment 607 ft-lbs 21.1% 100% 1 01-07-00 End Shear 524 lbs 26.3% 100% 1 00-09-08 Total Load Deflection U999(0.018") n\a n\a 1 01-07-00 Live Load Deflection U999(0.011") n\a n\a 2 01-07-00 Max Defl. 0.018" n\a n\a 1 01-07-00 Span/Depth 5.4 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 1-3/4" 1048 lbs n\a 22.8% Unspecified B2 Wall/Plate 3-1/2"x 1-3/4" 1048 lbs n\a 22.8% Unspecified Disclosure Use of the Boise Cascade Software is Notes subject to the terms of the End User Design meets Code minimum(U240)Total load deflection criteria. License Agreement(EULA). Completeness and accuracy of input Design meets Code minimum(U360)Live load deflection criteria. must be reviewed and verified by a Design meets arbitrary(1")Maximum Total load deflection criteria. qualified engineer or other appropriate *Cut from: 1-3/4"x 9-1/4"VERSA-LAM®LVL 2.1E 3100 SP expert to assure its adequacy,prior to anyone relying on such output as Design based on Dry Service Condition. evidence of suitability for a particular BC CALC®analysis is based on IBC 2009. application.The output here is based on Calculations assume member is braced at ends.See engineering report for the unbraced length. 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 BOARDT"',BCI®, BOISE GLULAM TN,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 4 of 6 *Eloise Cascade' == Double 1-3/4" x 5-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED ENCVNEERED WOW PBGDI.f.?$ FB05 (Drop Beam) BC CALC®Member Report Dry 11 span I No cant. May 18, 2022 11:17:02 Build 8410 Job name: Basement Beams File name: Address: 136 Chestnut Street Description: City, State, Zip: Florence, MA Specifier: Customer: Baldi/Yalen Designer: Tanya Favorite Lynch Code reports: ESR-1040 Company: Integrity Development&Construction 1 l l i l l l l l l l l 131 1 1 1 1 1 1 . 4 • : i l . l l 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 B1 08-00-00 B2 Total Horizontal Product Length=08-00-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 3-1/2" 927/0 486/0 B2, 3-1/2" 927/0 486/0 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 08-00-00 Top 6 00-00-00 3 1st floor Unf. Area (Ib/ft2) L 00-00-00 08-00-00 Top 40 20 05-09-08 Controls Summary Value %Allowable Duration Case Location Pos. Moment 2510 ft-lbs 55.1% 100% 1 04-00-00 End Shear 1147 lbs 31.4% 100% 1 00-09-00 Total Load Deflection L/340(0.266") 70.7% n\a 1 04-00-00 Live Load Deflection L/518(0.175") 69.6% n\a 2 04-00-00 Max Defl. 0.266" 26.6% n\a 1 04-00-00 Span/Depth 16.5 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 3-1/2" 1412 lbs n\a 15.4% Unspecified B2 Wall/Plate 3-1/2"x 3-1/2" 1412 lbs n\a 15.4% 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 2009. Calculations assume member is braced at ends. See engineering report for the unbraced length. Connection Diagram: Full Length of Member b 7 d—•►. • • • I / • Page 5 of 6 Boise Cascade' - Double 1-3/4" x 5-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED FB05(Drop Beam) BC CALC®Member Report Dry 11 span I No cant. May 18,2022 11:17:02 Build 8410 Job name: Basement Beams File name: Address: 136 Chestnut Street Description: City,State,Zip: Florence, MA Specifier: Customer: Baldi/Yalen Designer: Tanya Favorite Lynch Code reports: ESR-1040 Company: Integrity Development&Construction Connection Diagram: Full Length of Member a minimum=2" c=1-1/2" 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®,AJST"', ALLJOIST®,BC RIM BOARDT'",BCI®, BOISE GLULAM TM,BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 6 of 6 A ® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 05/02/2022 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. 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ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards Constrodf*l st rvisor CS-090514 ,`- , 5/pires:09/12/2022 ANNA R COOK 113 JANUARY Hi- •. • AMHERST MA,0100 t.I} :- Commissioner • Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Corporation Resaistrat�l ra'on ; 118041 01/19/2023 INTEGRITY DEVELOPMENT AND CONSTRUCTION,INC. ANNA COOK �, ' • 110 PULPIT HILL RD r��'`"'iOt AMHERST,MA 01002 Undersecretary ►