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46-053 (3)
79 ISLAND RD BP-2021-0116 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block:46-053 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category:renovation BUILDING PERMIT Permit# BP-2021-0116 Project# JS-2021-000188 Est.Cost: $15000.00 Fee: $98.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Homeowner as Contractor Lot Size(sq.ft.): 23609.52 Owner: DEMETRIUS ROBERT D zonine. Applicant. DEMETRIUS ROBERT D AT. 79 ISLAND RD Applicant Address: Phone: Insurance: 79 ISLAND RD NORTHAMPTON MAO 1060 ISSUED ON:7/30/2020 0:00:00 TO PERFORM THE FOLLOWING WORK.-REPAIR AND RENO PORCH TO OPEN DECK 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 si�narure: FeeTyim Date Paid: Amount: Building 7/30/2020 0:00:00 $98.00 212 Main Street,Phone(413)587-1240, Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2021-0116 G APPLICANT/CONTACT PERSON DEMETRIUS ROBERT D ADDRESS/PHONE 79 ISLAND RD NORTHAMPTON PROPERTY LOCATION 79 ISLAND RD MAP 46 PARCEL 053 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHE EN OSED RE UIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction: REPAIR AND RENO PORCH TO OP ECK New Construction Non Structural interior renovations Addition to Existine Accessory Structure Building Plans Included: Owner/Statement or License 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: X 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 LS, -Timt &) as Sign re of Building Official vu 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. i The Commonwealth of Massachusetts Board of Building Regulations and Standards FOR MUNICIPALITY Massachusetts State Building Code, 780 CMR USE Building Permit Application To Construct, Repair, Renovate Or Demolish a Revised Mar 2011 One-or Two-Family Dwelling This Section For Official Use Only Building Permit Number: "cZ 1— 11 U Date Applied: Building Official(Print Name) Signature Da SECTION 1: SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map& Parcel Numbers ?q 11,lAup F-CAD 4C4 053 1.1 a Is this an accepted street?yes no Map Number Parcel Number 1.3 Zoning Information: 1.4 Pro erty Dimensions: R�Slpc�,s-I,�L . 5 ,,kc-czCS IIA-'-7e 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 at 4S1 01 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Public X Private❑ Zone: SC Outside Flood Zone? Municipal Q( On site disposal system ❑ Check if yes❑ SECTION 2: PROPERTY OWNERSHIP' 2.1 Owner'of Record: Cz7 Nti�-rrzltx/Cr 1W5TIN� (DIVED KJC>VzTl-AhtAPTc 4Qj NIA, C>iolo© Name(Print) City,State,ZIP T9 1dr;t Atlp f2OP,0 413 21575 -7%a 13.V6M fTFzJ L)-5&CD til CM5r.IJ T No. and Street Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction ❑ Existing Building K Owner-Occupied Repairs(s) Alteration(s)X Addition ❑ Demolition ❑ Accessory Bldg. ❑ Number of Units I Other ❑ Specify: Brief Description of Proposed Work': REpAt tZE \/ 1tv NC le-1 T6HGt-4 Eti �Ce Port " AQJC—TL FeM_ t✓t�.250 4'x 1D I POP-4-4 _TZ) �Pr b6CaL to Inc 1 E CI Etfr CAeAEAAE WE W 1 lv-re44;N Viog-T�tt- WAla-. L V_STZK DINING iZ,UI Wild— "PLACE Hd �AK SECTION 4:ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only Labor and Materials 1. Building $ 1tjg)00 1. Building Permit Fee: $ Indicate how fee is determined: 2. Electrical $ ❑ Standard City/Town Application Fee ❑Total Project Cost' (Item 6)x multiplier x 3. Plumbing $ 2. Other Fees: $ 4. Mechanical (HVAC) $ List: 5. Mechanical (Fire $ Su ression Total All Fees: $ Check No.)h[} Check Amount: 6. Total Project Cost: $ +51 ooc) ❑Paid in?u-IF ❑Outstanding Balance Due: 4 q7 -P�g O T 9 OF MV2r-pM PrW The Commonwealth of Massachusetts Department of Industrial Accidents I Congress Street,Suite 100 Boston,MA 02114-2017 wwwmass gov/din Y376rkers'Compensation Insurance Affidavit:Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PER1tiIITTING AUTHORITY. Applicant Information Please Print Legibly Name(Business/oroo-ani2aricn/]ndividual): �12p�12 i C% yVl i 1�L1 l� Address: -7-1 . I ALAN O P-C Arm Q City/State/Zip: t`i one ft: Z Sq 7 S-tP 6 Are you an employer?Check the appropriate box: Type of project(required): 1.7 lam a employer with employees(fall and/or part-time),' 7. ❑New const<uction 2.[:]I am a sole proprietor or parrumsbip and have no employees working forme in 8. (Rema doling any capacity.[No workers'comp.insurance required.] ju� 9. Demolition 3.01-Na homeowner doing all work myself.[No workers'comp.insurance required.]t 4.7 lam a homeowner and will be hiring contractors to conduct all work on my property. ]will 10 E]Building addition ensure that all contractors either have workers'compensation insurance or are sole 11.❑Electrical repairs or additions proprietors with no employees. 12. Plumbing repairs or additions 5.71bfisted 1 am a genetal contractor and 1 have:tired the sucontractors d on the attached sheet. 13. Roof repairs These sub-contractors have employees and have workers'comp,insurance.: p 6.❑We are a corporation and its officers have exercised.their right of exemption p=rMGL c. 1,f.❑Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'.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 came of the sub-contractors and state whether or not those entities have employees. 1f the sub-cofactors have employees,they must provide their workers'comp.policy number. lam an employer that is providing worker's'compensation izrsuraiice far zzzy employees. Below is the policy and jab site information Insurance Company Name: Policy#or Self-ns.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGI.e.152,§25A is a criminal violation punishable by a fine up to$1,500.00 and/or one-year imprisortment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the viol r.A copy of _$tatement may be forwarded to the Office of Investigations of the DIA for insurance coverage verificati Ido hereby ce d the p 'is and pen es pe, ' ry that the information provided above is true and correct Sienature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: PermidLzcense#. Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: The City of Northampton Building Department 212 Main Street Northampton,Massachusetts 01060 Phone(413)52971402 Fax (413) 529-1433 CONSTRUCTION DEMS AFFIDAVIT (FOR ALL DEMOLITION AND RENOVATION PROJECTS) In accordance with the provisions of MGL c40, 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_ V ( � The debris will be transported by: Name of Hauler_ Ue—+RC� _ _ _ _ _ _ _ _ _ Signature,of Applicant: _ _Date:_v7A3l1ZfD i City of Northampton Massachusetts hy' �!L'��'� DEPAR'nrt�`NT of Bd1ZDSNG SNSPECTIONS 212 Xmin Street • Municipal Building Northampton, MA 01060 HOMEOWNERS'EXEMPTI oN EuGIBII,TI'2'AFFIDAVIT DI I .(insert full legal name), born_ (insert, month, day,year), hereby depose and state the following: L I am seeking a building permit pursuant to the lwmeowners'exemption to the permit requirements of the Massachusetts State Building Code, codified at 780 CMR 110.85.1.3.1, in connection with a project or work on a parcel of land to which I hold legal title. 2. I am not engaged in, and the project or work for which I am seeking the aforementioned homeowners' exemption, does not involve the field erection of manufactured buildings constructed in accordance with 780 CMR 110.R3. 3. I qualify under the State Building Code's definition bf"homeowner"as defined at 780 CMR 110.R5.1.2: Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one-or two-family,dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than,one home in a two-year period shall not be considered a home owner, 4. I do not hold a valid Massachusetts construction supervision license and, except to the extent that I qualify for and will abide by the Massachusetts State Building Code's requirements for the supervision of On project or work on my parcel, I am not engaged in construction supervision in connection with any project or work involving construction, reconstruction, alteration, repair, removal or demolition involving any activity regulated by any provision of the Massachusetts State Building Code. 5. If I engage any other person or persons for hire in connection with the aforementioned project or work on my parcel,I acknowledge that I am required to and will act as the supervisor for said project or work- Signed ork.Stimed the naalties of perjury on this�2 day of Q (S' Lure) City of Northampton 212 Main Street, Northampton, MA 01060 Solid Waste Disposal Affidavit In accordance of the provisions of MGL c 40, S54, I acknowledge that as a condition of the building permit all debris resulting from the construction activity governed by this Building Permit shall be disposed of in a properly licensed solid waste disposal facility, as defined by MGL c 111 , S 150A. Address of the work: -7q P&ND The debris will be transported by: PE�Q--SONA ,y— VAI CIS The debris will be received by: VALLG I L2= y uNC ` Fa-hNGF7E5iZ. 6-md Building permit number: Name of Permit Applicant `R�t=-rM�r�1Z�� 07 Date Signature of Permit Applicant City of Northampton ' � ` See...='••'.:..sic Massachusetts r G A N= iS DEPARTMENT OF BUILDING INSPECTIONS 212 Main Street • Municipal Building Northampton, MA 01060 INSPECTOR Louis Hasbrouck Chuck Miller Building Commissioner Assistant Commissioner HOME OWNER EXEMPTION ACKNOWLEDGEMENT The State of Massachusetts allows the homeowner the right under 780CMR 108.3.4 to act as his/her construction supervisor. The state defines "Homeowner" as, " Person(s) who owns a parcel on which he/she resides or intends to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two- year period shall not be considered a home owner." The building department for the City of Northampton wants any person(s) who seek to use the home owner exemption, to act as their own construction supervisor, to be aware that by doing so you become responsible for compliance with state building codes and regulations. The inspection process requires that the building department be called to inspect work at various stages, which include foundation/footings (before backfill), sonotube holes (before pour), a rough building inspection (before work is concealed), insulation inspection (if required) and a final building inspection. The building department requires these inspections before the work is concealed, failure to secure these inspections can result in failure to obtain a certificate of occupancy until the work can be inspected. If the homeowner hires other trades to perform work (electrical, plumbing & gas) the homeowner will be responsible to make sure that the trades hired secure their proper permits in conjunction to the building permit iss d, and that they get their required inspections. Failure of the individual trades to secure the per t andinsp as required can DELAY the project until such time as the proper permits and ins a ions are made I, understand the above. (Abnie'owner/resident's sign requesting exemption) I w' I call to schedule all required buu ing inspections necessary for the building permit issued to me. Date Address of work location -74 K2LANU R.2�2,A,0 1 61--TNAMHc>N Mlt� CtIDCO-d PROPOSED repair and renovation to existing residential property at 79 Island Road, Northampton,Massachusetts. The attached plans provide proposal overview of application for approval for a residential home improvement building permit to repair and renovate Roof,drip edge fascia and soffit , the existing residential home at 79 Island Road,Northampton. PROPOSAL OVERVIEW A:Repair existing north porch • REPAIR existing roof and soffit damage caused by neighbors black locust tree which fell onto the north porch roof in rain/wind storm.(Photos included in this proposal). • RENOVATE existing 4'X70'enclosed north porch to an open 6'X 18'deck without walls.The proposed change would add(1)one additional 4"X4"X14"support post.and 68 square feet of additional deck area,and would remove 3 full height walls,or 280 cubic feet of volume. B:Renovate existing kitchen • ADD new code compliant energy efficient casement windows on the north wall. • REMOVE existing wall between kitchen and dining room, and replace with structural beam to support second floor. East view of black locust tree damage to north porch roof, West view of black locust tree damage to raised bed garden, drop edge,fascia and soffit.Additional damage includes and to south west corner foot and trim of outbuilding. clapboard paint scraping damage. PARCEL 053,MAP 46,79 ISLAND ROAD,NORTHAMPTON O "•'1 1 ' • • •' " ' 1 11111 l 14 1. Oxbows ``. h MAP 46 PARCEL 053 • isti g � 0 13 rd � �'• fisting Ex ting barn on illars l Iq'7. PARCEL 053,MAP 46,79 ISLAND ROAD,NORTHAMPTON N •'1'1 1 as . •.•. .� . �.• �� TT 3"Pilch:roll roofing w13'overlap. ® `- �13' - REPLACE existing 2•X4'rafter support 11"R40 fiberglass 2•x6'rafters with 2"X8"rahers. knee wall. Insulation. 3"LED puck outdoor ceiling hghting. REPLACE existing 7x4'ceiling joists with 2'X6'joists and bead ................. ... board ceiling r (4)new Wintlo MATCH existing (,---j-_J-..----, EAST porch railing -'---'- 1 1 (5);'19(1 .C12'-0•.etlpporl bB Mail and trim. REPLACE existing _ Remo"exeArtg w�11 7X6'joists and 1'X3- floor board with EXISTING structure I I{ 2'X10•P.T.joists/2'X6' ;0 decking, ;Hxistingbor [and joists. � REPLACE existing 3"steel pipe telly column q - - .... ......... with(3)2'X10'P.T.carrier beam and 4•X4'posts Existing -t7 anchored to concrete 10'X70'Perimeter �y cellar stairs. piers. _6 S✓4Yy"{S chestnut plate. Existing Grade EXisling (3)8"X48'So-tubeq-Xq•ppyy Grade concrete piers anchored to Existing Existing on 10'X16'concrete 10"X16" footing. concrete tooting Cinder blocks filled with concrete. Caulking 1/2"dia.lag boss Flat washer/ set into epoxy. lock washer/nut Flat washer/nut Joist hanger flat washer RENOVATE EXISTING:KITCHEN,NORTH PORCH DETAILS i{N}� LuWilll�llllll • 1• '• • • Jill ' • Flash new roof to existing north wall clapboard exterior siding ® REPLACE existing 2'X6'shed roof rafters with 21X8"rafters.2'X10'rafter header anchored to existing north wall structure. 2'X4'knee plate support for rafters. 2"X4"X76"O.C.soffit blocking. Double 2'X10'beam. _ 4 new 24"X 36'double hung windows 2'X6'header,2'X4"jacks,studs,sill and - cripple studs 16"O.C.to match existing exterior north kitchen wall. `4 h Existing kitchen floor REPLACE existing 2'X6'porch floor joist and 1'X3"decking HOME with 2"X10"PT joists and 2'X6'decking PT REPLACE EXISTING(2)3"steel pipe laity columns with (3)2710'P.T.carrier beam and(3)4"X4"P.T.posts anchored to concrete piers with metal plating and pbolt anchor bolts i (3)8'X48'sonotube concrete piers ion 10'X16"concrete footing I 1 � 7-0" 10'X16'concrete foo0rtg,4X4"support column for(5)2'X10'X12'ahuchxaf support beam 13'-2 10'-10" NORTH ELEVATION SECTIONAL:PROPOSED KITCHEN,NORTH PORCH DETAILS NORTH ELEVATION SECTIONAL:KITCHEN NORTH WALL,NORTH PORCH DETAILS " • " '• • d • •••• •• • • •.• • Match existing rake trim. Proposed New open porch �a mW porch. / Existing encbtW 2'•0• GFlXb WEST ELEVATION:KITCHEN,NORTH PORCH DETAILS iy N)� •'1'• ' 1 • •' " ' • ......... ...... El El TF MEW NORTH ELEVATION:KITCHEN,NORTH PORCH DETAILS Seise Cascade' I11 Single 1-3/4" x 5-1/2" VERSA-LAM®LVL 2.1E 3100 SP PASSED E'id',EEPE3N000 MODIA I$ J01 (Joist) BC CALC®Member Report Dry 11 span I No cant. I 16"OCS I Repetitive I Glued&nailed August 15,2024 11:03:45 Build 8892 Job name: File name: Address: Description: City, State,Zip: Specifier: Customer: Designer: Benjamin Rousseau Code reports: ESR-1040 Company: Boise Cascade rl ! ! l l l l l 4. 1 4. 1 1 1 1 1 1 1 ! l l 10-00.(x) B1 B2 Total Horizontal Product Length=10-11-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1, 5-1/2" 291 /0 73/0 B2, 5-1/2" 291 /0 73/0 Load Summary Live Dead Snow Wind Roof OCS Live Tag Description Load Type Ref. Start End Loc. 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft2) L 00-00-00 10-11-00 Top 40 10 16" Hole Summary Description Center Elevation Ref. Height Width Shape Orientation H01 -Prescriptive 04-00-00 2.75" L 1-7/8'I Circular Horizontal Controls Summary Value %Allowable Duration Case Location Pos. Moment 854 ft-lbs 33.0% 100% 1 05-05-10 End Shear 303 lbs 16.6% 100% 1 00-11-00 Hole#1 Moment 783 ft-lbs 33.2% 100% 1 04-00-00 Hole#1 Shear 131 lbs 16.5% 100% 3 04-00-00 Total Load Deflection L/526(0.231") 45.6% n1a 1 05-05-10 Live Load Deflection L/657(0.185") 73.0% n1a 4 05-05-10 Max Defi. 0.231" 23.1% n\a 1 05-05-10 Span/Depth 22.1 Hole Location Valid BC FloorValue®Summary BC FloorValue®: 1111111111111111111111111.1111111111111111111111111111 Subfloor: 3/4"OSB, Glue+Nail Minimum Enhanced Premium Subfloor Rating: Premium Disclosure Controlling Location: 05-05-08 Use of the Boise Cascade Software is subject to the terms of the End User License Agreement(EULA). Notes Completeness and accuracy of input Design meets Code minimum (L/240)Total load deflection criteria. must be reviewed and verified by a te Design meets User specified(U480)Live load deflection criteria. expert t engineer or other ay,prior to expert to assure its adequacy,prior to Design meets arbitrary(1")Maximum Total load deflection criteria. anyone relying on such output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a particular Minimum bearing length for B2 is 1-1/2". application.The output here is based on Composite El value based on 3/4"thick OSB sheathing glued and nailed to member. pul co an anaptes de he properties andd a analysis met thods. Design based on Dry Service Condition. Installation of Boise Cascade BC CALC®analysis is based on IBC 2015. engineered wood products must be in Calculations assume member is fully braced. 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 GLULAMTE",BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®. Page 1 of 1 *Boise Cascade — Quadruple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP [PASSED] 15ft 3in beam (Drop Beam) BC CALC®Member Report Dry 11 span I No cant. August 7, 2024 12:56 06 Build 8892 Job name: 15ft 3in beam File name: 15ft 3in beam Address: 79 Island Rd Description: City, State,Zip: Northampton, MA Specifier: Customer: Designer: doug hodgins Code reports: ESR-1040 Company: rk miles inc L1 1 1 1 --:---;----4: 1 1 1 1 i z1 1 1 1 1 1 1 i1 1 4 4 1 1 1 i 1 1 1 1 1_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 134 1-1- Jr 11 1 1 l 1 1 1 1 1 T1 IT 1 1 1 1 1 1 1 l 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L 1 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 —;.0=i -1........:1 , 1 1 1 1 1 i 1 1 1 1 1 1 k_ 15-03-00 10ft beam B2 Total Horizontal Product Length=15-10-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live — 10ft beam, 3-1/2" 1870/0 2436/0 B2, 3-1/2" 1870/0 2436/0 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 15-10-00 Top 19 00-00-00 1 Standard Load Unf.Area (Ib/ft2) L 00-00-00 15-10-00 Top 45 10 05-03-00 2 Unf. Lin. (Ib/ft) L 00-00-00 15-10-00 Top 56 n\a 3 Unf.Area(Ib/ft2) L 00-00-00 15-10-00 Top 15 12-00-00 Controls Summary Value %Allowable Duration Case Location Pos. Moment 16075 ft-lbs 57.6% 100% 1 07-11-00 End Shear 3717 lbs 29.4% 100% 1 01-01-00 Tota' Load Deflection L/272(0.678") 88.2% n\a 1 07-11-00 Live Load Deflection L/627(0.294") 57.4% n\a 2 07-11-00 Max Defl. 0.678" 67.8% n\a 1 07-11-00 Span/Depth 19.4 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material 10ft Beam 3-1/2"x 7" 4307 lbs 23.4% 23.4% VL LVL 1.8E-2.3E beam B2 Wall/Plate 3-1/2"x 7" 4307 lbs n\a 23.4% 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 2015. To minimize rotation, 7"wide beams should be top-loaded or loaded from each side and properly braced. Calculations assume member is fully braced. Page 1 of 2 4 )BoiseCascade• - Quadruple 1-3/4" x 9-1/2" VERSA-LAM® LVL 2.1E 3100 SP PASSED j 15ft 3in beam (Drop Beam) BL;CALC®Member Report Dry I 1 span I No cant. August 7, 2024 12:56:06 Build 8892 Job name: 15ft 3in beam File name: 15ft 3in beam Address: 79 Island Rd 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 • • • • • L A minimum = 1-3/4" c=6" b minimum=6" d=24" e minimum= 1" Calculated Side Load =0.0 lb/ft All FastenMaster screws may be installed from one side of multiply Versa-Lam beams. Connectors are: FMFL634 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®,AJS'". ALLJOIST®,BC RIM BOARD'',BCI®, BOISE GLULAM'',BC FloorValue®, VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2 ®BoseCascad6r 111 Triple 1-3/4" x 11-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED] NYANEE.140t\O Q PAVOLK,S 12ft 6in beam (Drop Beam) BC CALL®Member Report Dry 11 span I No cant. July 17,2024 10:35:14 Build 16959 Job name: Oxbow File name: 12ft 6in beam Address: 79 Island Rd Description: City,State,Zip: Northampton, MA Specifier: Customer: Designer: doug hodgins Code reports: ESR-1040 Company: rk miles inc 1 4 4 4 4 4®i 1 4 1 1 l i i 1 1 34 4 1 1 4 1 1 1 T 4 4 1 4 4 1 T i ll 1 1 1 1 1 1 ll ll 1 1 11 1 121 1 1 1 1 l 11 1 1 jj 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 4 4 1 1 4 1 + 4 1 4 4 1 1 4 01 4 1 4 1 4 4 4 4 4 1 4 4- 4 4 1 L---- [ -<. k ,r 12-0e-oo 62 B1 Total Horizontal Product Length=13-01-00 Reaction Summary (Down / Uplift) (Ibs) Bearing Live Dead Snow Wind Roof Live B1,3-1/2" 1546/0 3541 /0 3096/0 B2,3-1/2" 339/0 1975/0 3096/0 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 13-01-00 Top 17 00-00-00 1 Standard Load Unf.Area(Ib/ft2) L 00-00-00 13-01-00 Top 15 50 03-02-00 2 Unf.Area(Ib/ft2) L 00-00-00 13-01-00 Top 10 35 09-00-00 3 Unf.Lin.(lb/ft) L 00-00-00 13-01-00 Top 80 n\a 4 Reaction from 15ft bm Conc. Pt. (lbs) L 02-06-00 02-06-00 Top 1885 2446 n\a Controls Summary Value %Allowable Duration Case Location Pos. Moment 17017 ft-lbs 51.4% 115% 2 05-10-06 End Shear 6298 lbs 48.8% 115% 3 01-02-12 Total Load Deflection U369(0.411") 65.1% n\a 2 06-03-10 Live Load Deflection L/675(0.224") 53.3% n\a 5 06-07-02 Max Defl. 0.411" 41.1% n\a 2 06-03-10 Span/Depth 13.5 %Allow %Allow Bearing Supports Dim.(LxW) Value Support Member Material B1 Wall/Plate 3-1/2"x 5-1/4" 7023 lbs n\a 51.0% Unspecified B2 Wall/Plate 3-1/2"x 5-1/4" 5071 lbs n\a 36.8% Unspecified Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)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 taoissc.ascade Triple 1-3/4" x 11-1/4" VERSA-LAM® LVL 2.1E 3100 SP PASSED IS 12ft 6in beam (Drop Beam) BC CALC®Member Report Dry j 1 span I No cant. July 17, 2024 10:35:14 Build 16959 Job name: Oxbow File name: 12ft 6in beam Address: 79 Island Rd 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 . iv. d V • • • re\\T A// • a minimum =2" c=7-1/4" 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®,AJS r" ALLJOIST®,BC RIM BOARDTM,BCI®, BOISE GLULAMT",BC FloorValue®. VERSA-LAM®,VERSA-RIM PLUS®, Page 2 of 2