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25C-052 (8) 55 LINCOLN AVE BP-2020-0797 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:25C-052 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:ADDITION BUILDING PERMIT Permit# BP-2020-0797 Proiect# JS-2020-001383 Est.Cost: $126369.00 Fee: $825.50 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: BARRON & JACOBS 60475 Lot Size(ss . ft.): 10497.96 Owner: GRINDAL JACOB Zoning: URB(100)/ Applicant. BARRON & JACOBS AT. 55 LINCOLN AVE Applicant Address: Phone: Insurance: 70 OLD SOUTH ST (413) 586-8998 Workers Compensation NORTHAMPTON MAO 1060 ISSUED ON.111612020 0:00:00 TO PERFORM THE FOLLOWING WORK:BUILD ADD A LEVEL ADDITION OVER EXISTING 18X14 ADDITION -WILL ADD BED AND BATH POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 1/16/2020 0:00:00 $825.50 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2020-0797 APPLICANT/CONTACT PERSON BARRON&JACOBS ADDRESS/PHONE 70 OLD SOUTH ST NORTHAMPTON (413)586-8998 PROPERTY LOCATION 55 LINCOLN AVE MAP 25C PARCEL 052 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRE L TE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction:_BUILD ADD A LEVEL ADDITION OVER EXISTING 18X 14 ADDITION-WILL ADD BED AND BATH New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 60475 3 sets of Plans/Plot Plan THF FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IN ORMATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received& Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay �„ Z04W/ �60 Sig ture4ofBuilding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission, Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A.Contact Office of Planning&Development for more information. f r 9 Department use only City of Northamon / tus of Permit: Building Departhlenr� ' UPb Cut/Driveway Permit I'> 212 Main Street 4 3 S er/Soptic Availability I` Room 'for �Q�O ater/yvell Availability Northampton, MA1,641 wo ets of Structural Plans .0 phone 413-587-1240 Fax 8 ='f PlotAlite Plans c 1070 o�ONS Ot er Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE O D MOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office k\)J— Map a 15C Lot 05 :4' Unit Zone Overlay District Elm St. District CB District SECTION 2 -PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: ��1 eta �P�,(rv��r '�c-��^ 1'�c�c��b (a✓�rtii�.� �`l laV�c..v��- ��1e .�D�,��-'to�. Name(Print) Current Mailing Address: CYA �i� t ` - 131-- LYv'�✓iS<Is. t�l�� Telephone Signature 2.2 Authorized Agent: Name(Print) i Cairrent Mailing Address: Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing ,do Building Permit Fee to 4. Mechanical (HVAC) 5. Fire Protection 6. Total =0 +2 +3+4 +5) 3j Check Number This Section For Official Use Only Building Permit Number: 01./yy��— C 1 Date Issued: Signature: (D Building Commissioner/Inspector of Buildings 1/ Date 1 @ � cfiln�l ►���,�bS. EMAIL ADDRESS (REQUIRED; EITHER HOMEOWNER OR CONTRACTOR) SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) —7 New House ❑ Addition N Replacement Windows Alteration(s) Roofing Or Doors D Accessory Bldg. ❑ Demolition ❑ New Signs [0] Decks [0 Siding[O] Other[a Brief Description of Proposed Work: \d -AAA- .a-U.ax.k akd,,V, ovc/ vi��lv.o� \\S x I'� oY�a SbYM ad�lj h N 1 acle�i *' cel—A.'.— IOAlrvvw- -:-- 1 b��1-rvacr. Alteration of existing bedroom Yes c _No Adding new bedroom _Yes No Attached Narrative Renovating unfinished basement Yes X No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following. a. Use of building : One Family 2S Two Family Other b. Number of rooms in each family unit: ?5 Number of Bathrooms Z c. Is there a garage attached?CZ d. Proposed Square footage of new construction. Z� Z Dimensions e. Number of stories? a, S',N ro 'm ��) f. Method of heating? Fireplaces or Woodstoves_0 Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction vj� �Z-- , i. Is construction within 100 ft. of wetlands? Yes X No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade YW k. Will building conform to the Building and Zoning regulations? X—Yes No. I. Septic Tank City Sewer '� Private well City water Supply SECTION 7a -OWNER AUTHORIZATION -TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property \- hereby authorize C�\4<' 20 ✓ :A" 0,Yn" to act on my behalf, in all matters relative to work 96thorized by His building permit application. A ature of Owner Date rn cg � as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Signed under the pains and penalties of perjury. Print Name Signature of Owner/Agent Date City of Northampton Massachusetts :c 44 '.�t DEPARTMENT OF BUILDING INSPECTIONS ?E t 212 Main Street • Municipal Building 14g O Northampton, MA 01060 ............. AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application The Office of Consumer Affairs and Business Regulation("OCABR")regulates the registration of contractors and subcontractors performing improvements or renovations on detached one to four family homes. Prior to performing work on such homes,a contractor must be registered as a Home Improvement Contractor("HIC"). M.G.L. Chapter 142A requires that the"reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units....or to structures which are adjacent to such residence or building"be done by registered contractors. Note:If the homeowner has contracted with a corporation or LLC,that entity must be registered Type of Work: Est. Costo Address of Work: ������1� VIJ� NDt'� Yvb(� l Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law(explain): _Job under$1,000.00 Owner obtaining own permit(explain): Building not owner-occupied Other(specify): OWNERS OBTAINING THEIR OWN PERMIT OR ENTERING INTO CONTRACTS WITH UNREGISTERED CONTRACTORS OR SUBCONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK ARE NOT ELIGIBLE FOR AND DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER M.G.L.Chapter 142A.SUCH OWNERS ALSO ASSUME THE RESPONSIBILITES FOR ALL WORK PERFORMED UNDER THE BUILDING PERMIT.SEE NEXT PAGE FOR MORE INFORMATION. Signed under the penalties of perjury: I hereby apply for a building permit as the agent of the owner: ?i(22�2)i471Z2ayan J�C,Z,�lS Date Contractor Name HIC Registration No. OR: Notwithstanding the above notice, I hereby apply for a building permit as the owner of the above property: Date Owner Name and Signature SIGNATURES By signing below,you agree to items A, B and C. DO NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK SPACES. A. Alternative Dispute Settlement(Arbitration Clause): The Seller and the Buyer hereby mutually agree, in advance,that in the event of a dispute concerning this Agreement,the parties shall submit such dispute to a professional,state-approved arbitration service(cost, if any,to be paid by the submitter)prior to either parry proceeding to legal action in the courts. B. By signing this agreement.you, as the owner of record, are hereby authorizing Barron&Jacobs Associates Inc. to Am sur authorized agent in all matters pertainin44-Wg to the building permit application. .44 C. This is a binding Agreement. You may not cancel it except as stated. This Agreement covers and supersedes all conversations,statements and agreements,expressed or implied,between the parties,their agents or representatives. v � 6 You,the Buyer,may cancel this transaction t>:ji� at any time prior to midnight of the third business day after the date of this transaction. ( 6 See the attached notice of cancellation form tate for an explanation of this right. Seller retains an equal right to cancel. 1116 Barron&Jacobs ROesentative i Contact Information Office Manager: Sandy Scavotto Office:413-586-8998,x100 © Chris Jacobs, President CT HIS#0554397 Cell phone:413-250-6677 Home phone:413-665-9113 Office phone ext: 103 O Iesha Gomillion,Senior Designer Cell phone:413-923-7003 Office phone ext: 106 MA Construction Supervisor License 060475 MA Home Improvement Contractor 100809 CT Home Improvement Contractor 518617 Purchase Agreement Page 30 of 30 �►Co CERTIFICATE OF LIABILITY INSURANCE 71,(MUIDD"Y"") 16/2018 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 he 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 NAM : Adana Edgett Webber 6 Grinnell PHONE (413)586-0111 Aeric No 14171154""1 8 North ICinq Street EMAP aedgett@oaebberandgrinnell.com ADORES$: INSU S AFFORDING COVERAGE NAIC 8 Northampton MA 01060 INSURERA:MaLin Street America/MSA 29939 INSURED INsuRERa:NGM/MSA Barron 6 Jacobs Assoc. Inc. INSURERC:A.I.M. Mutual/A.I.M. Attn: Cecil R. Jacobs INSURER D: 70 Old South street INSURER E: Northampton MA 01060-3833 WSLIRER F: COVERAGES CERTIFICATE NUMBER:Exp 03/19 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 CONTRACTOR 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 TR TYPE OF INSURANCE ADDLPOLICY NUMBER POLICY EFF POLICY Y EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE S 1,000,000 A CLAIMS-MADE a OCCUR PRO RENTED MI a $ 500,000 MPTBO49D 3/9/2019 3/9/2020 MED EXP(Arty one person $ 10,000 PERSONAL &ADV INJURY $ 1,000,000 GENLAGGREGATE UMITAPPUES PER 3,000,000 GENERAL S 8 ECT 10 PRO- F LOC PRODUCTS-COMPIOPAGG $ 3,000,000 OTHER: EPU S 10,000 AUTOMOBILE LLSBIL.(TY COMBINED SINGLE UM S acC+derrt B ANYAUTO BODILY INJURY(Per person) S 1,000,000 ALL AUTOS X AUTOS MIT8049D 3/9/2019 3/9/2020 "OILY INJURY (Peramdenq S X HIRED AUTOS % AUTOS PROPERTY DAMAGE $ acdz Medical payr„ent S 5,000 UMBRELLA Ll" OCCUR EACH OCCURRENCE $ B EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED X RETENTION S 10 000 CUT8049D 3/9/2019 3/9/2020 S WORKERS COMPENSATION % PER 0 A ER AND EMPLOYERS'UANUTY Y/N ANY PROPRIETOR/PARTNERIEXECUTIVE OFFICER/MEMBER EXCLUDED? a N/A EL EACH ACCIDENT $ 500,000 C (Mandatory in NH) M CB0063652017A 3/1/2019 3/1/2020 EL.DISEASE-EA EMPLOYED_ S 500,000 If yes,describe ruder DESCRIPTION OF OPERATIONS belay E.L.DISEASE-POLICY LIMIT S 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 181,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Proof of Insurance Only THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Grinnell, CPCU, CIC 41- ,fl ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston, MA 02114-2017 www mass.gov/dia RVorkers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/individual): ?)aryc,1 C� A \rL Address: 'G C)\d S Gi tVN -st City/State/Zip: ;V� y10Ct�Phone #: �i3 ' riSSr< 0l$� Are you an employer?Check the appropriate box: Type of project(required): 1 ®1 am aemployer with 11 _employees(full and/or part-time).* 7. ❑ New construction 2.❑I am a sole proprietor or partnership and have no employees working for me in 8. ❑ Remodeling any capacity.[No workers'comp.insurance required.] 9. ❑ Demolition 3.❑I ama homeowner doing all work myself.[No workers'comp.insurance required.]' � t El am a homeowner and will be hiring contractors to conduct all wort:on my property. I will 10 ensure that all contractors either have workers'compensation insurance or are sole 1 I. Building addition Electrical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions Q 1 am a general contractor and I have hired the sub-contractors listed on the attached sheet. 13.❑Roof repairs these sub-contractors have employees and have workers'comp.insurance.= n❑We are a corporation and its officers have exercised their right of exemption per MGL c. 14.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. +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:ki jA tUwak _ Policy#or Self-ins. Lic.#:_ J�'� �Q �,''�G,'� 2t7 �`� A Expiration Date: 'j 1U2—_0 Job Site Address: V5_"') L;I yV p\y_1 PN!:� City/State/Zip: X� Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date).0\Ck,-� Failure to secure coverage as required under MGL c. 152,§25A is a criminal violation punishable by a fine up to S 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 5250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the_pains anti penalties of perjure,that the information provided above is true and correct. Sip-nature: Date: Phone# Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6.Other Contact Person: Phone#: DEBRIS DISPOSAL AFFIDAVIT In accordance with the provisions of M.G.L. c. 40, s. 54, Building Permit # was issued with the condition that all debris resultiniz from this work shall be disposed of in a Properly licensed solid waste disposal facility as defined by M.G.L c. 111, s. 150A. The debris will be disposed of in: Name 61'Waste4acility Address of Waste Facility 111.5 Debris: As a condition of issuing a permit for the demolition, renovation, rehabilitation or other alteration of a building or structure, M.G.L.c.40 s. 54 requires that the debris resulting therefrom shall be disposed of in a properly licensed solid waste disposal facility as defined by M.G.L.c. I I 1 s. 150 A.Signature of the permit applicant, date and number of the building permit to be issued shall be indicated on a form provided by the Building Department and attached to the office copy of the building permit retained by the Building Department. If the debris will not be disposed of as indicated, the holder of the permit shall notify the building official, in writing,as to the location where the debris will be disposed. 780 CMR—6" Edition Signature of Permit Applicant Date Commonwealth of Massachusetts ®' Division of Professional Licensure Board of Building Regulations and Standards Construction Supervisor CS-060375 Expires 11 10i2020 CHRISTOPHER R JACOBS 70 OLD SOUTH ST NORTHAMPTON MA 01060 Commissioner SECTION 8 -CONSTRUCTION SERVICES 8.1 Licensed Construction S\u,�pervisor: \- Jnr Not Applicable ❑ Name of License Holder: t ,����T Y�C�Q,r/� �r, - G(zoLA—K License Number �-o o� �-• �� , Nor. \I h 01 2-0 Address Expiration Date Signature Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ I DaYM-\v— -t e�6\,LX*S oU� Imo- )tsU U!1 Corn any Name Registration Number Address pr Expiratio D Telephone SECTION 10-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c. 152, §25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes....... PQ No...... ❑ Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Type: Corporation BARRON &JACOBS ASSOCIATES, INC. Registration: 100809 70 OLD SOUTH STREET Expiration: 06/22/2020 NORTHAMPTON, MA 01060 ' Update Address and Return Card. .CAI Q 20M-05/17 ���e`�nmmanu�all�e o�r?,�ir.�iar�ii�eeC�a Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPE:Corporation before the expiration date. If found return to: Registration Expiration Office of Consumer Affairs and Business Regulation 100809 06/22/2020 One Ashburton Place-Suite 1301 BARRON&JACOBS ASSOCIATES, INC Boston,MA 02108 CECIL R.JACOBS 70 OLD SOUTH STREET NORTHAMPTON,MA 01060 Undersecretary Not valid without signature CS Beam 2018.9.0.16 Fermin Schon 12-20-19 kmBeamEngine 2018.9.0.1 m 55 Lincoln Ave 1:33 Materials Database 1572 P Northampton 1 of I Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: L/360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 11.4 PLF Filename: 18 ft rid eB Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 3' 6.00" 2228 1026 Live Additional Uniform PLF Top 0' 0.00" 14' 6.00" 0 80 Live O 1460 0 14 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.534" 3489# 2 14' 6.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 1753# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1989# 1500# 2 801# 952# Design spans 14' 0.750" Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10687.'# 19210.'# 55% 3.5' Total Load D+L Shear 33561 74811 44% 0.23' Total Load D+L Max.Reaction 34891 79624 430/c 0' Total Load D+L TL Deflection 0.4069" 0.7031" U414 6.55' Total Load D+L LL Deflection 0.2191" 0.4688" U770 6.55' Total Load L Control: TL Deflection DOLS: Live=1001/ Snow=115% Root=125% Wind=160°/ All product names are trademarks of their respective owners Copyright(C)2018 by Simpson Strong-Tie Company Inc.ALL RIGHTS RESERVED. "Passing is defined as when the member.floor joist,beam or girder.shown on this drawing meets applicable design criteria for Loads,Loading Conditions.and Spans listed on this sheet.The design mustbe reviewed by a qualified designer or design professional as required for approval.This design assumes product irstallatior accordira to the manufacturer's s ecificafiors. CS Beam 2018.9.0.16 Fermin Schon 12-20-19 kmBeamEngine 2018.9.0.1 m 55 Lincoln Ave 1:33 Materials Database 1572 p Northampton 101 1 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 11.4 PLF Filename: 18 ft rid eB Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 3' 6.00" 2228 1026 Live Additional Uniform PLF TOP 0' 0.00" 14' 6.00" 0 80 Live Ar fr, O 1460 14 6 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.534" 3489# 2 14' 6.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 1.500" 1753# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Live Dead 1 1989# 1500# 2 801# 952# Design spans 14' 0.750. Product: 1-3/4x11-1/4 VERSA-LAM 2.0 3100 SP 2 ply PASSES DESIGN CHECKS Connect members with 2 rows of 16d common nails at 12.0"oc Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10687.# 19210.'# 55% 3.5' Total Load D+L Shear 33564 74811 440/c 0.23' Total Load D+L Max.Reaction 34891 7962.# 43% 0' Total Load D+L TL Deflection 0.4069" 0.7031" U414 6.55' Total Load D+L LL Deflection 0.2191" 0.4688" L/770 6.55' Total Load L Control: TL Deflection DOLs: Live=1001/ Snow=115% Roof=125% Wind=1601/ Alt product names are trademarks of their respective owners Copyright(C)2018 by Simpson Strong-Tie Company Irc.ALL RIGHTS RESERVED. "Passing is defined as when the member.floor joist.beam or girder.shown on this drawing meets applicable design criteria for Loads.Loading Condificrs.and Spars listed on this sheet.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product irstallaticr according to the marufactu ref s specifications. Cs Beam 2015.9.0.16 Fermin Schon 12-20-19 kmBeamEngine 2015.9.0.1 55 Lincoln Ave L26 m Materials Database 1572 P Northampton 1 of 1 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Live Load: 40 PLF Deflection Criteria: U360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.1 PLF Filename: Beams Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PSF) Top 0' 0.00" 18' 0.00" T 3.00" 35 15 Snow it Q 18 D o 18 0 0 Bearings and Reactions Input Mtn Gravity Gravity Location Type Material Length Required Reaction Uplift 1 a 0.000" Wall SPF#3/Stud 2x or 4x End-Grain(650psi) 3.500" 2.861" 3254# 2 18' 0.000" Wall SPF#3/Stud 2x or 4x End-Grain 65 i 3.500" 2.861" 3254# Maximum Load Case Reactions Used for applying point loads(or line loads)to carrying members Snow Dead 1 2228# 1026# 2 2228# 1026# Design spans 17 6.750" Product: 1-3/4x16 VERSA-LAM 2.0 3100 SP 1 ply PASSES DESIGN CHECKS Design assumes continuous lateral bracing along the top chord. Design assumes maximum unbraced length of 0.00'along the bottom chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 14289.'# 21484.'# 66% 9' Total Load D+S Shear 27601 61184 450/c 0.23' Total Load D+S Max.Reaction 32544 39811 81% 0' Total Load D+S TL Deflection 0.6640" 0.8781" 0317 9' Total Load D+S LL Deflection 0.4547' 0.5854" U463 9' Total Load S Control: Max.Reaction DOLS: Live-100% Snow=1151/. Roof=125% Wind=1601/ All product names are trademarks of their respective owners Copyright(C)2018 by Simpson Strong-Tie Company Irc.ALL RIGHTS RESERVED. "Passirg is defired as whey the member.floor joist,beam or girder.showr on this drawing meets applicable design criteria for Loads..Loading Conditions.and Spars listed or this sheer.The design must be reviewed by a qualified designer or design professional as required for approval.This design assumes product irstallatior accordirg to to marufacturer s s ecifica6ors.