Loading...
32C-144 (5) BP-2023-1270 10 MICHELMAN AVE COMMONWEALTH OF MASSACHUSETTS Map:Block:Lot: 32C-144-001 CITY OF NORTHAMPTON Permit: Acc Structure PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) BUILDING PERMIT Permit# BP-2023-1270 PERMISSION IS HEREBY GRANTED TO: Project# 2 CAR GARAGE Contractor: License: Est. Cost: 10000 KLOTER FARMS 116927 Const.Class: Exp.Date: 12/17/2025 Use Group: Owner: LLC SCHER MASS Lot Size(sq.ft.) Zoning: GB/URC Applicant: KLOTER FARMS Applicant Address Phone; Insurance: 216 WEST RD 8608361546 02WECANSGGW ELLINGTON, CT 06029 ISSUED ON: 09/15/2023 TO PERFORM THE FOLLOWING WORK: 2 CAR GARAGE ADDITION 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: 71ACir Fees Paid: $144.00 212 Main Street,Phone(413)587-1240,Fax:(413)587-1272 Office of the Building Commissioner seA, The Commonwealth of Massa s Office of Public Safety and Inspections Massachusetts State Building Code(780 CMR) roti'�n�cA Building Permit Application for any Building other than a One-or Tw J elfin;; (This Section For Official Use Only) O° Building Permit Number. A3 /1-T V Date Applied: Building Official: SECTION 1:LOCATION Id Mtf, tt t-. Aft, IJOr ►-pi'- AA Q%O No.3agd, reet City/Town Col Zip Code Name of Building(if applicable) Assessors Map# Block#and/or Lot # SECTION 2:PROPOSED WORK Edition of MA State Code used If New Construction check here>QI or check all that apply in the two rows below Existing Building 0 Repair 0 Alteration 0 Addition❑ Demolition 0 (Please fill out and submit Appendix 2) Change of Use 0 Change of Occupancy 0 Other ❑ Specify: Are building plans and/or construction documents being supplied as part of this permit application? Yes 'fits No CI Is an Independent Structural Engineering Peer Review required? I_ Yes 0 No $1 Brief Description of Proposed Work: Co.,v' � Ca: ` Cc., b(/i Id) SECTION 3:COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATION,ADDITION,OR CHANGE IN USE OR OCCUPANCY Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) 0 Existing Use Group(s): Proposed Use Group(s): SECTION 4:BUILDING HEIGHT AND AREA Existing Proposed No.of Floors/Stories(include basement levels)&Area Per Floor(sq.ft) 2- 7224. i ZS t� Total Area(sq.ft)and Total Height(ft) 7 , L SECTION 5:USE GROUP(Check as applicable) A: Assembly A-1 0 A-2 0 Nightclub 0 A-3 0 A-4❑ A-5 0 B: Business 14 E: Educational 0 F: Factory F-1 0 F2 0 H: High Hazard H-1 0 H-2 0 H-3 0 Hal 0 H-5 0 I: Institutional I-1❑ I-2❑ I-3❑ I-4❑ M: Mercantile❑ R: Residential R-1❑ R-2 0 R-3❑ R-4 0 S: Storage S-1 0 S-2 0 U: Utility 0 Special Use'C]and please describe below: Special Use Description:ON Kt ,'Sipp!,opc e- re, i r SECTION&CONSTRUCTION TYPE(Check as applicable) IA 0 IB 0 IIA ❑ IIB 0 IIIA 0 IIIB 0 IV ❑ VA 0 VB SECTION 7:SITE INFORMATION(refer to 780 CMR 105.3 for details on each item) Water Supply: Flood Zone Information: Sewage Disposal: Trench Permit: Debris Removal: Public Check if outside Flood Zone 0 Indicate municipal A trench will not be Licensed Disposal Site tl required or trench or specify: Private 0 or indentify Zone: or on site system 0 permit is enclosed 0 Railroad right-of-way: Hazards to Air Navigation: MA Historic Commission Review Process: Not Applicablelif Is Structure within airport approach area? Is their review completed? or Consent to Build enclosed 0 Yes 0 or No tti( Yes 0 No 0 SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY Edition of Code: Use Group(s): Type of Construction: Does the building contain an Sprinkler System?: f1t Special Stipulations: 0671 C4& W G tali, Per -fly t 446011 rrlt t ;. PS? SECTION 9: PROPERTY OWNER AUTHORIZATION Name and Address of Property Owner 5Ars C t t GAM 3 ctie r/ 10 Aviv /e, &Jt1r1L4 w fr 444 C'106 Z Name(Print)rased-ma (A,C No.and Street City/Town Zip Property Owner Contact Information �, Mr, K13 - - 767,5 - - Sal&!'t.�cek& '', `'` 'ce, Title Telephone No.(business) Telephone No. (cell) e-mail address If applicable,the property owner hereby authorizes: Name Street Address City/Town State Zip to apply for and act on the property owner's behalf,in all matters relative to work authorized by this building permit application. SECTION 10:CONSTRUCTION CONTROL(Please fill out Appendix 1) If a building is less than 35,000 cu.ft.of enclosed space and/or not under Construction Control then check here CI. Otherwise provide construction control forms(see section 107 in the code)as required. 10.1 Registered Professional Res nsible for Construction Control(the professional coordinating document submittals) M,�.7%t et.) 6 ." Po-9q0-Z 1 G 1 ca,7rt4old erreerw As,, 127 6 3G Name(Registrant Telep ne No. e-mail d Registration Number Po ywt� 6114 170�-, 0 60 T (0,-"Ttarinf 11/01Fl y Street Address rty/Town State Zip Discipline Expiration Date 10.2 General Contractor h)aTer ratJ ,CSC Company Name Name of Person Resp Bible for Construction License No. and Type if Applicable `11 Clr►.S.i.)0)0'{ itof COO Tcn CT G3Qvi Street Address `City/Town State Zip ic0-'4 t'r l - - M a-lri✓l e h l6rer f ue..) -60-, Telephone No.(business) Telephone No.(cell) e-mail address SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L c.152.§25C(6)) A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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. Is a signed Affidavit submitted with this application? Yes O No 0 SECTION 12:CONSTRUCTION COSTS AND PERMIT FEE Estimated Costs:(Labor Item and Materials) Total Construction Cost(from Item 6)=$ 1©0 h 1.Building $ gki rkBuilding Permit Fee=Total Construction Cost x (Insert here 2.Electrical $ 5 h appropriate municipal factor)=$ . 3.Plumbing $ ' 06 4.Mechanical (HVAC) $ 0 lk Note:Minimum fee=$ _(contact municipality) r 5.Mechanical (Other) $ S. Enclose check payable to 6.Total Cost $ I 1 0 )\ (contact municipality)and write check number here /(o ql/ SECTION 13:SIGNA RE OF BUILDING PERMIT APPLICANT By entering my name below,I hereby a' t and th pains and penalties of perjury that all of the information contained in this ap lication is true and accurate to the • . m wledge and understanding. ►010 ‘ St*e c . a ,14r. La) -992_ 7J 9/ /73 Please print and sign name Title Telephone No. Date 5 otart1v. Clr 1dle,/t �w dam_ 41I Z Sf etes''',c•,e14L..(.. Street Address City own State Zip Email Ad&ess i 0 �y q . d 9is/33 City of Northampton o <H,MPro-.. 4" t.- A 1) Massachusetts „tx. ;._ S,�'<< c A 1 ,, s 0 DEPARTMENT OF BUILDING INSPECTIONS ; r' J ,�+r '' 212 Main Street a Municipal Building ,t Q9 ,A,_.� Northampton, MA 01060 ,Ps,N� ` 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 CS 1CC)17-7 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: DN.I 6 WSr e 0..01 e) 11125-Ft, ei The debris will be transported by: Name of Hauler: NO-re( f-C1 r Signature of Applicant: L Date: 9/13/73 The Commonwealth of Massachusetts Print Form r�z` Department of Industrial Accidents _ ._... Office of Investigations =v�-,_ 1 Congress Street, Suite 100 ._ Boston, MA 02114-2017 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Kloter Farms Inc Address:216 West Rd City/State/Zip:Ellington CT 06029 Phone #:860-871`1048 Are you an employer? Check the appropriate box: Type of project(required): 1.0 I am a employer with 40 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ✓0 New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. [] Demolition working for me in any capacity. employees and have workers' comp. insurance.: 9. [] Building addition [No workers' comp. insurance required.] 5. We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other 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 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:Travelers Policy#or Self-ins. Lie.#: 02WECAN5GGW Expiration Date:10/24/2023 Job Site Address:297 Pleasant St City/State/Zip:Northampton MA 01060 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereb cert under the pains and penalties of perjury that the information provided above is true and correct Mason Kloter ° "".°y' '°d' o.1...,..wa... «Farm ... r.o. .�. s°il 9/8/23 Signature• cMINAS 1J92YI-010" Date Phone#:860-871-1048 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Commonwealth of Massachusetts Division of Occupational Licensure Board of Building Regulations and Standards 0onS$,}ikkion gftrvisor CS-116927 spires: 12/17/2025 MATTHEW EAVIANGOLD • 42 GRISWOLD RD ELLINGTON C;T 06029 ii- Commissioner e1c8a f;. c( &nc&a, ACORD® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/WW) �.----- 10/28/2022 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 NAME: Glenn Torres Pilapil Jr Paradiso Financial and Insurance Services, LLC PHONEo Extl: (860)6844270 FAX (Aic.No):(880)851-9584 8 E Main Street ADDRESS, glenn@paradisoinsurance.com Stafford Springs, CT 06076 INSURE R(S)AFFORDING COVERAGE NAIC ft INSURER A: Central Insurance INSURED INSURER B: Central Insurance 20230 Kloter Farms, Inc INSURERC: Hartford (The) 00914 216 West Rd INSURER D: Ellington, CT 06029-3724 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 95972307-0 REVISION NUMBER: 11 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 TYPE Of INSURANCE ADDL SUER POLICY EFF POLICY EXP LOWS M W SD VD POLICY NUMBER (MM/DDlYYYY) (MIWDO/YYYY) A X COMMERCIAL GENERAL UABILITY CLP 8694977-11 10/24/2022 10/24/2023 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE OCCUR PREMISES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENT AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY jEa LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ B AUTOMOBILE LIABILITY BAP 8694977 10/24/2022 10/24/2023 /EeMBINED SINGLE LIMIT $ 1,000,000 ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS X AUTO HIREDS ONLY X AUTOS ON NON-OWNEDLY PROPERTY DAMAGE (Per accident) $ $ A X UMBRELLA LIAB X OCCUR CXS 8694978-11 10/24/2022 10/24/2023 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB 1 CLAIMS-MADE AGGREGATE $ 5,000,000 DED I RETENTION$ $ C WORKERS COMPENSATION 02WECAN5GGW 10/24/2022 10/24/2023 X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER Y/N ANY PROPRIETOR/PARTNER/EXECUTIVE EL EACH ACCIDENT $ 100,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 Property 8694976-10 10/24/2022 10/24/2023 Blanket Property 9,647,000 DESCRIPTION OF OPERATIONS I LOCATIONS I 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 Kloter Farms,Inc ACCORDANCE WITH THE POLICY PROVISIONS. Evidence of Insurance • THE COMMONWEALTH OF MASSACHUSETTS Office of Consumer Aff J Business Regulation 1000 Washing- Suite 710 Boston 118 Home fro . 1�4 W t'' ° Type: Out of State Corporation KLOTER FARMS,INC ^a �w�'e l ation: 127530 �. �'^ Eli` tion: 11/06/2024 PO BOX 440 ......4. •-�• .. ELLINGTON,CT 06029 ♦ -` = _ rt./ 4N sti it, Update Address and Return Card. THE COMMONWEALTH OF MASSACHUSETTS i Office of Consumer Affahs.8:Business Regulation . ' Registration valid for individual use only before the HOME IMPRONCONTRACTOR expiration date. If found return to: TYPE:�ti T aZaTe-CCorps ration i Office of Consumer Affairs and Business Regulation • Reai ' t" — tion 1000 Washington Street -Suite 710 1 2 ^4812024 I. Boston,MA 02118 KLOTER FARMS,IN2- •^ _-.—. -, JASON K.KLOTER ;dti ' ,1t �f • / 216 WEST ROAD '�;. . hi �'_-r a.,/.,vli- ELLINGTON,CT 06029 '-f. .,�% �oe"`� �� Undersecretary , of valid without signature mmEal �ii1ir��ii�Mir■11�■��■�ii■������■11■��■■����■111111111111111111_ 1111111rrrrrlrr1111111111111rrlrrtrrrrrrlrrrrlrrrlrrr11111119 BUILDER: �`�� IIIIIIIIIIII_ ��� � ��r� Kloter Farms 111.11.1111.111.11111111111111111111111111111MMIIIIIIMIIIIIIIMMINIIIINIMINIIIIIM11.1111111•1111111111M11111111111M11111111.1111111111111 rlrrrrrrr�rrrlrrrlrlrrrrtrtrrrrrrrrr� E16 Went C Wr`����r-�_1M��_��____�-�-�-__--�� Ellington,CT 06029 r� =r�rMr�r� �r r�rrr PROJECT: 11r1.��r����M1��r�r�r�����r��•1��r�� Simon Scher r� �Ilr� I•IrII297—`+`�`�`�`�`+i+`+`+`+`���`�`�`� Northampton, Street Nhampton,MA 01060 1'_0" FINAL 9/7/23 E.S. ■ 1111111 iii �■i■ 1JU : . d DRAFTING co °TS 5219 Old Strasburg Rd. Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 E & LOADING INFORMATION -GROUND SNOW=35 PSF John@DraftingConceptsLLC.net UPANCY TYPE -DEAD LOADS=10 PSF SCALE: {rjIDENTIAL STORAGE -BASIC WIND SPEED=115 MPH AS NOTED -EXPOSURE CLASS=B SHEET TITLE: (..ASTRUCTION TYPE -SEISMIC DESIGN CATEGORY=B Cover sheet T•F'E 5 B -FROST LINE DEPTH=48" PROJECT NO.: (,cal DING NOTES -ASSUMED SOIL CLASS=GM,GC D730-23 U-rFLOOR SLAB ON GRADE -SOIL BEARING CAPACITY=2000 PSF IF SOIL DIFFERS FROM ASSUMED ABOVE Z A.U.i FLOOR LIVE=30 PSF (REFER TO IRC CODES) I 30'-0" Q �� \ .' BUILDER: i 8"CONC.POURED WALL 'e e MIN.3000 PSI ON ' I I 16"X 12"CONC FOOTING 9 Kloter Farms — — — — — — ' MIN.3000 PSI 'e, 216 West Road D . • Ellington,CT 06029 • 18"X 8"THICKENED SLAB • ° Z D PROJECT: • a Simon Scher n "• 297 Pleasant Street 94 o9 Northampton,MA 01060 v CONC.SLAB ABOVE .'° v FINAL 9/7/23 E.S. N 'q (UNEXC.) `�' D % a D % 9 D ' Id () D 0. 9'-6" x X 9'-6" x x 3'-6" DRAFTING e I I I I 4 CONCE • 5219 Old Strasburg Rd. —. j--�o • i _� i (.o-. 1 1., .< _ \ Kinzers,PA 17535 • P.717 442 5053 F.717 370 5925 John@DraftingConceptsLLC.net / 6'-6" 11'-0" 8'-6" / 4'0" / SCALE: AS NOTED 30'-0" / / SHEET TITLE: Foundation plan FOUNDATION PLAN PROJECT NO.: D730-23 SCALE: 3/16" = 1'-0" 2 30'-0" 22 1 1, 22 �,22 \ \ k x x r x t x y \ \ ! k LANDING of N X cc N > N BUILDER: \ - '"st m 2 --xt o. \.- Kloter Farms 2X4BEARING WALL 216 West Road a ---- ---- IEllington,CT06029 (3)2x4 9 N Cs!3',2" �' PROJECT: - 3--- STAIRWAY LOCATION Q SEE ATTACHED DETAIL - Simon Scher _-- - 297 Pleasant Street N Northampton,MA 01060 —WIN^X 11%s^LVL o STAIR TRIMMERS(TYP.) y = Nr--- A I GARAGE o 1 4---a, N FINAL 9/7/23 E.S. CO 1-4 4 . fV I N '1 '1 s DRAFTING • °i ( > o$ 5219 Old Strasburg Rd. N 9b':TO9•0"x P-0" > ^� Kinzers,PA 17535 \ \ (2)1%"x 11M"LVL Wag (2)1%^x 11M"LVL al '2 \ \ \ P.717-442-5053 F.717-370-5925 PROVIDE CS-PF /�t'1 /2-0 / ,�--2� John@Draft)ngConceptsLLC.net BRACED WALL PANEL l SCALE: ft.t ry�'rACHED DETAIL(TYP.) 2'0" 9'-0" 2'0" 9'0" 4'-0" 4'-0" AS NOTED 30'-0" SHEET TITLE: d First floor plan PROJECT NO.: T 3;4 DILATES CS-WSP BRACED WALL PANEL: I V V V I FIRST FLOOR PLAN aA COMMON(25"x 0.131")NAILS AT 6"SPACING 4,4NEL EDGES)AND AT 12"SPACING(INTERMEDIATE SUPPORTS) SCALE: 3/16" = 11-0" 3 D730-23 30'-0" 1 \ \ LANDING BUILDER: \'i / ro Kloter Farms a.____ \ 216 West Road ____, ____ • Ellington,CT 06029 Q / 3' 2" _, /-36"HIGH WALL 4 PROJECT: __._ _ OR RAIL GUARD Simon Scher 297 Pleasant Street .---_ .___- o Northampton,MA 01060 o _ FINAL 9/7/23 E.S. LOFT „ a \ a / 6 F N NI ry a ul 03 x N 4 d N N ,-i rl DRAFTING CONCEPT, 5219 Old Strasburg Rd. Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 \ \ \ John@DraftingConceptsLLC.net I30'-0" SCALE: AS NOTED SHEET TITLE: SECOND FLOOR PLAN PROJEeTd floor plan CT NO.: SCALE: 3/16" = 1'-0" D730-23 4 OVERALL HEIGHT v. 12 �® TYPICAL ROOF CONSTRUCTION BUILDER: ®/ \® CONTINUOUS PHA RIDGE VENT OPTIONAL MIN.25 YR.ASPHALT SHINGLES OVER 15#FELT Kloter Farms MEAN 7/16"OSB OR COX ROOF SHEATHING FASTENED WI 216 West Road ROOF HEIGHT 8D NAILS @ 6"O.C.EDGE&12"O.C.FIELD LOFT 2 X 8 SPF#2 RAFTERS @ 16"O.C.WI Ellington,CT 06029 12 1/2"CDX PLYWOOD ON BOTH SIDES 21 PROJECT: RT3A HURRICANE TIES @ EA.RAFTER \ Simon Scher .. TYPICAL ROOF OVERHANG 297 Pleasant Street 5/8"PLYWOOD SUBFLOOR 6"OVERHANG W/SOFFIT Northampton,MA 01060 1 X 6 PTD FACE BOARD 1.. 117/8"BLI900 FLOOR JOIST @ 16"O.C. OPTIONAL VENTED SOFFIT \ \ FINAL 9/7/23 E.S. 'Ti / TYPICAL WALL CONSTRUCTION 74 ,4 5/8"WOOD OD OURA DURA-TEMP SIDING OR 7/16"OSB OR CDX SHEATHING FASTENED W/ 8D NAILS @ 6"O.C.EDGE&12"O.C.FIELD GARAGE N VINYL SIDING OR LP LAP SIDING 2 X 4 STUD WALL @ 16"O.C. CO 2 X 4 P.T.WALL PLATE W/1/2"X 7"STB2-50700 SIMPSON STRONGBOLT 2 EXPANSION ANCHOR @ 4'-0"O.C.MAX.12"FROM CORNERS&SPLICES Id W..- -1/ �� N� 3\ \\; APPROX.GRADE 4'•jti N .i.fA N//IL.; ?-\ 'Ai N�Y�1 ;A •N0 �/lli II'N/C1 4A 1.'Va'• DRAFTING .9 -• O n N r 4� � TYPICAL FLOOR I.. 4"CONCRETE SLAB Cr a TYPICAL FOUNDATION 5219 Old Strasburg Rd. r" W/WIRE OR FIBER MESH •>e 8"CONC.POURED WALL Kinzers,PA 17535 MIN.3500 PSI \ MIN.3000 PSI ON 16"X 12"CONC FOOTING P.717-442-5053 F.717-370-5925 4"CRUSHED STONE MIN.3000 PSI John@DraftingConceptsLLC.net SCALE: 24'-0" AS NOTED SHEET TITLE: Section A SECTIONA PROJECT NO.: D730-23 SCALE: 3/16" = 1'-0" HEADER SHALL BE FASTENED TO KING STUD W/(6)16d SINKER NAILS FASTEN TOP PLATE TO HEADER W// BUILDER: i:. . . /— (2)ROWS OF 16d SINKER NAILS @ 3"O.C. Kloter Farms 216 West Road 1000 LB.STRAP SHALL Ellington,CT 06029 BE ON OPPOSITE SIDE : : : : / OF STRUCTURAL SHEATHING PROJECT: N. V •- • USE MIN. 3/8"THICKNESS Simon Scher ' 6'-18' STRUCTURAL PANEL SHEATHING 297 Pleasant Street Northampton,MA 01060 ; (2) 1%"x 113/4"LVL HEADER FINAL 9/7/23 E.S. • FASTEN SHEATHING TO HEADER W/8d MIN.16 FOR ./ COMMON NAILS @ 3"GRID PATTERN 8'0"High Walls ; 4 &3"O.C.IN FRAMING STUDS&SILLS Or 6 to 1 ratio ^ MIN.(2)2 x 4 POST r i .. .. BLOCKING FOR SHEATHING d •• •' SPLICE WITHIN MIDDLE 24" •• OF WALL HEIGHT DRAFTING Z i 2 x 3/16 '__i • ' . ' "ti _ ' : ." t• 4 5219 Old Strasburg Rd. >TE WASHER +• Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 1/2"x 7"EXPANSION ANCHOR CONC.FOUNDATION John@DraftingConceptsLLC.net SIMPSON STB2-50700 SCALE: AS NOTED SHEET TITLE: CS-PF PORTAL FRAME BRACED WALL DETAIL Portal wall PROJECT NO.: D730-23 6 SLOPED CEILING LINE BUILDER: Kloter Farms 216 West Road Ellington,CT 06029 6'-8"MIN.HEADROOM PROJECT: Simon Scher 2 X 4 FRAME WALL,ACTING AS GUARD RAIL 297 Pleasant Street OR RAILING BALUSTERS TO PRECLUDE Northampton,MA 01060 PASSAGE OF 4"DIA.SPHERE GRASPABLE HANDRAIL FINAL 9/7/23 E.S. (TO RETURN TO WALL OR NEWEL POST) WALL CAPPING(CUSTOM DESIGN) co Nr\NN ;74 I d ' z �MIN.9" DRAFTING en PROVIDE 1"NOSING 5219 Old Strasburg Rd. 2 X 12 SYP#1 STRINGER Kinzers,PA 17535 (3)REQUIRED,OR PREFAB STAIRS P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net MAX.RISE 8 1/4" SCALE: AS NOTED SHEET TITLE: Stair detail PROJECT NO.: STAIR D ETA I L D730-23 1 BUILDER: aramrjrrdmwimariwaasmrhrawiromaTaawmwinrm rrrrf•r���r �`rr�1`rr`rrlrl•`rrrr��rrN Kloter Farms �����r�lrl•�I•�11111r11111111111111111111•1r11111.11111.1111.111111111111111111111111111•1111111.11111111lrMINlr■ 216 West Road rr•1111` ` `11111 `011`1111111`+`+`1.111`+IIIIIIIIII` IIIII`IIIII`MIN`01111111.1 Ellington,CT 06029 rr�_rrrr_rr�rr'r��_rr�_rrrrrr_rr�_rr_rr�rr_rr_� rrrrrrrr�rr`rrrrrr`rr`rrrrrrrrrrrr� ���..r.1�.1��rr•r�Mr��N���1.��rrr•r�r1 PROJECT: � rrrrrr�rrrrrr�rrrrrrrrlrrrlrL1 ' \.111.011.1._��r�r���r�r�■rr_MI�r�rMMrMNIMMI♦rr Simon Scher � `rrr�rN111Mr•Nrar�IIIIIIIMIIMIIINIIIIMI �rrr�\ 297 Pleasant Street `111111111111111111`1•11`+`+11111+`+`r`rlrrrrrr>rrrrr1 Northampton,MA 01060 rrrrrr�rrrrrrrrr`rr�rrrrrrrrrrr� r•.111rMINIIII.■I.■11111.■ .r_�.■�■.��.■ag�In,rg.���■��r•.�■�.�11 !♦•-�—■-�-�— r-�� •—+ FINAL 9/7/23 E.S. rrrrrrINIIrrrrrrrrrrlrrrrr11111rrrrrrrIIIIMI 1'-0" 1'-0" ii■ d [11 ■II DRAFTING oN ,„ , a 5219 Old Strasburg Rd. Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net SCALE: FRONT ELEVATION AS NOTED SCALE: 3/16" = 1'-0" SHEET TITLE: Front elevation PROJECT NO.: D730-23 S 12 BUILDER: 5� Kloter Farms 216 West Road Ellington,CT 06029 12 PROJECT: astratissassismansi '1111 1111� Simon Scher 21 IIIIIH IIIIIII 297 Pleasant Street Northampton,MA 01060 FINAL 9/7/23 E.S. 6 6" monsommommommoini ;a.;.. imommisiommumin ARM 111 DRAFTING - 5219 Old Strasburg Rd. Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net RIGHT ELEVATION SCALE: SCALE: 3/16" = 1'-0" AS NOTED SHEET TITLE: Right elevation PROJECT NO.: D730-23 9 BUILDER: rr_rr_rrrr_rr_rr_rr_�r_rr_rr_rr_rr_rr_rr_rr • `rrr��r�rrrr+`�`�`rrrrrrrrrrr��r Kloter Farms 111r1111111111M1111111r11111111111111111rINNINIMIrl•rl•Irl•rIIINr111111r.11r1111rMrIIMr 216 West Road rrlllrrr11111rrrrrrirrrrrrlrlrrrrrrrrrrr 111r11111rrr1=r1111111rr1111r1MIrNINI•MrM11r11111r11•1111111•1111111rEN Ellington,CT 06029 rNIIrIIIIIII I♦MI♦ EIUMMINErr lirniM rrNENNimrimm umur PROJECT: rrrrrrrrrrrrrrrrrrr1111M111rrrrrrlrrr • _--_—_--_r—___rr_rrlr_—_—_ r-_ Simon Scher `• =` `=`�-�`�`=`�—+`�`�`+-�`NE`�� 297 Pleasant Street rr�`�`�`�`�`�`M1`�-+-=`�`�`�`�`�r Northampton,MA 01060 rrrrrrr�rrrrrrrrrrrrr�rrrrrrrr�r �rrr�r�r�r�r���r�r�rrr�r�r�r�rrr FINAL 9/7/23 E.S. Nimrr_rr_rr_rr_rr_ _rr_rr_rr_rr_rr_ _ _rr_rr rrrrrr�rrrr`rrrrrrrrrrrrrrrrrrmm 1'-0" #4 1'-0" d DRAFTING 5219 Old Strasburg Rd.= Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net SCALE: REAR ELEVATION AS NOTED SHEET TITLE: SCALE: 3/16" = 1'-0" Rear elevation PROJECT NO.: D730-23 10 12 5[ BUILDER: IKloter Farms 216 West Road Ellington,CT 06029 I.■■ INNOINENNINNINIINNO=NINIMIIK PROJECT: 1.100, Simon Scher alit 297 Pleasant Street Northampton,MA 01060 NL FINAL 9/7/23 E.S. 6" I6" MINNININIMININNININNENNIMNINIMIIMM 11111101 At NONNIININIINININNIMINNININNINNINNNINNINNINE:IH71. oi DRAFTING 5219 Old Strasburg Rd. Kinzers,PA 17535 P.717-442-5053 F.717-370-5925 John@DraftingConceptsLLC.net LEFT ELEVATION SCALE: SCALE: 3/16" = 1'-0" AS NOTED SHEET TITLE: Left elevation PROJECT NO.: D730-23 11 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS NUMBER AND TYPE SPACING OF DESCRIPTION OF BUILDING ELEMENTS OF FASTENER FASTENERS ROOF C IUN0101STS TO TOP PLATE (3)101 TOENAIL CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER.LAPS OVER IARTIfTOMS (4110d FACE NAIL COUAN TIE TOMFFIIL FACE NAIL ORIW X 20GAGE RIDGE STRAP TO RAFTER (4)10d FACE NAIL EACH RAFTER RAFTER OR ROOF TRUSS TO IRATE (3)16d TOENAIL BUILDER: ROOF RAFTERS ID RIDGE,VALLEY OR IV RAFTER (4)l6d TOE NAM. WALL Kloter Farms STUOTOSTUD 16d 2A"o.C.FACE NAR 216 West Road MMT-UP HEADER TWO PIECES 16d Ur 0Lwe066 TALI NM. Ellington,CT 06029 ORE GOIKHEADER TO STUD (4)6d TOENAIL DOUBLE STUDS,FACE MR 10d 24.00 TOP PLATE IV TOP PLATE 100 1Y0LMCE NAIL GENERAL NOTES PROJECT: DOUBLE TOP PLATES,MINIMUM 48-INOI OFFSET Of END RLNTE IS)Ise PACE NAIITS LAPPED AREA 1. ALL CONSTRUCTION SHALL COMPLY MTIT Simon Scher 2015 INTERNATIONAL RESIDENTIAL CODE. wTTOAT nAT[roJLXsr,RIM JOIST,BAND J015TOR swam 16d 1Y o.0 FACE NAIL 2. BUILDER MUST VERIFY ALL DIMENSIONS AND 297 Pleasant Street IOTTOM NNE TO JOST,RRMJOST,RAND JOIST OR IJ0CENGIATIRACED WALL PANEL) (3)16d UV QC FACE NAIL ACCURACY BEFORE CONSTRUCTION. TOP ORIDRTDM PLATE TO STUD (3)16d INOwx 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE Northampton,MA 01060 OVER SCALED MEASUREMENTS. TOP PARES.LAPS AT CORNEAS AND INTERSECTIONS (3)30d FACE NM 4. WINDOW AND DOOR.SIZES AND LOCATIONS,MAY JOIST TO SIU.TOPPUTE OR GINGER 14)8d TIDE NAIL VARY. FINAL 9/7/23 E.S. 5. ALL STRUCTURAL LUMBER SHALL BE RIM JOIST,BAND JOLSL OR BLOCKING TO 6MLOR TOP PRATT GOOF APPUCATTONS ALSO) 1od r OL TO w. SPRUCE-PINE-FIR IQ OR BETTER,UNLESS 24•0.D MCI NAM AT TOP OTHERWISE NOTED. BUMT-UP GIRDERS AND REAMS,2-INCH WMIER LAYERS UM AND BOTTOM STAGGERED 6. IF APPLICABLE,WHERE GARAGE IS ATTACHED TO ON DPPOSITE SIDES DWE W NG UNIT,A(1)HR.FIRE SEPERATION WOW mFATuw 416.,941016011,1100.1011NNnwI.IMMO/0 MIMI A011Manowwu oNwrwmlxwlw SHALL BE PROVIDED.(1 LAYER 1/2"DRYWALL). DOORS BETWEEN AREAS TO BE 20 MIN.C-LABEL E" I. rLEARtlMM4PM40IL WAIN 6 12 DOOR WITH FlRE-CODE JAMB. J4 - 2 rmARONYNRR60R 7. ANY WOOD IN CONTACT WITH MASONRY TO BE u•-i- Y113.10.1. 6 12 PRESSURE-TREATED WOOD. 1" EI•IARANm4oHXRNNUK aw.4auMwan. 8. GRADE MUST SLOPE AWAY FROM STRUCTURE. E GYPSUM SHEATHING ,t.tom2 I.KRIAT„,Way 7 7 9. W000 FRAMING TO BE MIN.B"FROM GRADE . 11•MIRwgRPAdfMMA'AP:fPML4'AIYAMtII4 LEVEL,EXCEPT AT DOORWAYS. F GYPSUM SHEATHING If•IdIRI +•104.4.waw4.1 7 7 10. WOOD TRUSSES SHALL BE DESIGNED BY REGISTERED ENGINEER.BUILDER MUST PROVIDE ALTERNATE ATTACHMENTS CUT-SHEETS TO CODE OFFICIAL PRIOR TO INSTALLATION. NOM.MATERIAL DESORPTION OF FASTENER AND LENGTH SARONG OF FASTENERS 11. WALL BRACING PROVIDED BY CS-WSP AND CSG DRAFTING THICKNESS(INCHES) (INCHES) EDGES INTERMEDIATE SUPPORTS OR CS-PF METHODS AS PER INC SECTION 602.10 O N C E P 7 S (WOO) - 12. TEMPERED GLAZING REQUIREMENTS: WO00 Fnwttu441Mll11f.MNROPR ROW 04111.100..114111.110.0 TO RUMRN AAe NAIROOMw.uw6NwN4T6 MAIM (1)IN WINDOWS&DOORS WITHIN(18)INCHES 5219 Old Strasburg Rd. STAPLES15 GA.1 I• 4 8 OF WALKING SURFACE Kinzers,PA 17535 UPTp i^ NALI II" 3 - 6 (2)IN ANY INDIVIDUAL PANEL GREATER THAN (9)SQ.FT. P.717-442-5053 F.717-370-5925 STAPLES 16 GA.1 ," 3 6 INBNDOWS WEIN(24)INCHES OF ANY John@DraftingConceptsLLC.netOPERALEDOOR yHND24RH CLOSED STAPLES 14 GA.2 4 8 POSmON SCALE: v•AND !" STAPLES 15 GA 1 t" 3 6 (4)IN PANELS WITHIN STAIRWAYS,LANDING AND NAM.2 • 4 g RAMPS,AND WITHIN(36)INCHES HORIZONTALLY OF WALKING SURFACE,UNLESS PROTECTED WITH AS NOTED BARS 3"O.C.CAPABLE OF WITHSTANDING SO LB. SHEET TITLE: TABLE R602.6(3)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USEO TO RESIST WIND PRESSURES PER UNEAR FOOT MINIMUM NAIL MINIMUM MINIMUM MAXIMUM PANEL NAIL SPACING MAXIMUM WIND SPEW (5)IN PANELS ADJACENT TO STAIRWAY WITHIN WOOD NOMINAL WALL STUD (MPH) (60)INCHES HORIZONTALLY Of THE BOTTOM General notes SIZE PENETRATION STRUCTURK MNELSPAN THICKNESS SPACING EDGES HELD WINO EIPO8URE CATEGORY TREAD OF A STAIRWAY IN ANY DIRECTION,AND (INCHES) RATING (Inches) (Md.) (INCHES0.C) (INCHES DC) B C D WHEN THE PANEL IS WITHIN(60)INCHES OP PROJECT NO.: . - THE TREAD NOSING.EXCEPTION:IF HANDRAIL 6d COrAON 1.5 24/0 3/8 16 6 12 110 90 85 OR GUARDRAIL IS PROVIDED,DISTANCE CAN BE D730-23 (1JY X0.1131REDUCED TO(18)INCHES FROM RAILING TO ADJACENT GLAZING.APPLICANT SHALL PROVIDE 16 8 12 ISO 110 105 CODE OFFICIAL WITH CUT-SHEETS PRIOR TO Id COMMON /\ (2.S"X0.131•I 1.75 Id/16 7/16 24 6 LZ 110 90 CONSTRUCTION 1 i FORTE W E B MEMBER REPORT PASSED Level,9 Ft Garage Doors 2 piece(s)1 3/4"x 11 1/4"2.0E Microllam®LVL Overall Length:9'9' • 0 0 1' All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual D Location Allowed Result LDF Load:Combination(Pattern) System:Wall Member Reaction(Ibs) 4078 @ 3" 11419(4.50") Passed(36%) -- 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Shear(Ibs) 2980 @ 1'3 3/4" 8603 Passed(35%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-lbs) 8946 @ 4'10 1/2" 18558 Passed(48%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Design Methodology:ASO Live Load Dell.(in) 0.134©4'10 1/2" 0.308 Passed(1/826) — 1.0 D+0.75 L+0.75 S(All Spans) Total Load Deft.(in) 0.192 @ 4'10 1/2" 0.463 Passed(L/578) -- 1.0 D+0.75 L+0.75 S(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Allowed ma net nt does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Snow Factored Accessories 1-Trimmer-SPF 4.50" 4.50" 1.61" 1226 1755 2048 4078 None 2-Trimmer-SPF 4.50" 4.50" 1b1" 1226 1755 2048 4078 None Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 9'9"o/c Bottom Edge(Lu) 9'9"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Snow Vertical Loads Location Tributary Width (0.90) (1.00) (1.15) Comments 0-Self Weight(PLF) 0 to 9'9" N/A 11.5 -- -- 1-Uniform(PSF) 0 to 9'9" 12' 20.0 30.0 35.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to vpmv.weyerhaeuser.com/woodproducts/clocument-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator I FactaWER Srrtvwrw oneratrr I Lrh Nnte% I ________.. .,. .. _...,._ FO RTE W E B MEMBER REPORT PASSED Level,Short Stair Trimmer 1 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL 3'3 3/4" / C All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location AHowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 526 @ 3'7 1/4" 1969(1.50") Passed(27%) -- 1.0 D+1.0 L(All Spans) Member Type:Hush Beam Shear(lbs) 223 @ 2'7 3/8" 3948 Passed(6%) 1.00 1.0 D+1.0 L(All Spans) Building use.Residential Building Cote:IBC tole Mothrcnt(Ft-Ibs) 452 @ 1'10 5/8" 8924 Passed(5%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.003 @ 1'10 5/8" 0.115 Passed(L/999+) — 1.0 D+1.0 L(All Spans) Total Load Deft(in) 0.004 @ 1'10 5/8" 0.172 Passed(L/999+) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:LL(L/360)and TL(L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Ibs) Supports Total Available Required Dead Floor Live Factored Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 153 424 577 Blocking 2-Hanger on 117/8"LVL beam 1.75" Hanger' 1.50" 150 420 570 See note •Blocking Panels are assumed to carry no loads applied directly above them and the full bad is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger •1 See Connector grid below for additional information and/or requirements. Lateral Bracing Bracing Intervals Comments Top Edge(Lu) 3'7"o/c Batton Edge(Lu) 3'7"o/c "Maximum allowable bracing intervals based on applied load. Connector:Simpson Strong-Tie Support Model Seat Length Top Faal=ana Face Fasteners Member Fasteners Accessories 2-Top Mount Hanger ITS1.81/11.88 2.00" 4-10dx1.5 4-10dx1.5 4-10dx1.5 •Refer to manufacturer notes and instructions far proper installation and use of all tam hu.ta s. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PIE) 0 to 3'7 1/4" N/A 6.1 -- 1-Uniform(PSF) 0 to 3'9"(Top) T 6" 10.0 30.0 Default Load Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or fanner is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.mm/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator iliFORTEWEB MEMBER REPORT PASSED Level, Long stair trimmer 1 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL 3 - ,:i':_, 51 0 1 r 111 19'10 1/2" .i, 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(lbs) 1019 @ 20'3 1/2" 2603(3.50") Passed(39%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 943 @ 19'2 1/8" 3948 Passed(24%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-lbs) 4809 @ 12'10 11/16" 8924 Passed(54%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD live Load Defl.(in) 0.510 @ 10'7 11/16" 0.671 Passed(L/474) -- 1.0 D+1.0 L(All Spans) Total Load Deft.(in) 0.732 @ 10'7 7/16" 1.006 Passed(L/330) -- 1.0 D+1.0 L(All Spans) •Deflection criteria:Il(1/360)and TL(1/240). •Allowed moment does not reflect the adjustment for the beam stability factor. Bearing Length Loads to Supports(Its) Supports Total Available Required Dead Floor Live Factored Accessories 1-Stud wall-SPF 3.50" 3.50" 1.50" 240 526 766 Blocking 2-Stud wall-SPF 3.50" 3.50" 1.50" 307 713 1019 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the fun load Is applied to the member being designed. Lateral Bracing Bradng Intervals Comments Top Edge(Lu) 9'o/c Bottom Edge(Lu) 20'6"o/c •Maximum allowable bracing intervals based on applied load. Dead Floor Live Vertical Loads Location(Side) Tributary Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 20'5 1/2" N/A 6.1 -- 1-Uniform(PSF) 0 to 20'5 1/2"(Top) 1'4" 10.0 30.0 Default Load Linked from:Short 2-Point(lb) 14'8 1/2"(Front) N/A 150 420 Stair Trimmer, Support 2 Weyerhaeuser Notes Weyerhaeuser warrants that the sizing of its products will be In accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disdaims any other warranties related to the software.Use of this software is not intended to drnrmvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project-Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current axle evaluation reports,Weyerhaeuser product literature and installation details refer to www.wevertmeuser.corn/woodproducts/cloonaent-iibraiy. The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator IGov"•.WGO Go..w...00.Mw^.•.... 11..4 Y..•.... I IFO R T E W E B JOB SUMMARY REPORT D730-23 Simon Scher Level Member Name Results Current Solution Comments 9 Ft Garage Doors Passed 2 piece(s)1 3/4"x 11 1/4"2.0E Microllam®LVL Short Stair Trimmer Passed 1 piece(s)1 3/4"x 11 7/8"2.0E Microilam®LVL Long stair trimmer Passed 1 piece(s)1 3/4"x 11 7/8"2.0E Microllam®LVL ForteWEB Software Operator 'lob Notes 9/7/2023 3:49:44 PM UTC Finani�+l SMlYfiic I A s 44 rna,�f File #50 Z—O* APPLICANT/CONTACT PERSON:Jody Barker 32 Willow Street FLORENCE, MA 01062 PROPERTY LOCATION 10 MICHELMAN AVE MAP:LOT 32C-144-001 ZONE 4rr-,� LnnR(~a11F(3 THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST (Eaft4PrrretTIV016-8-b4-1- 4 ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Building Permit Filled out Fee Paid $30.00 Type of Construction: ADD 2 CAR DETACHED GARAGE WITH ATTIC STORAGE New Construction Non Structural Renovations Addition to Existing Accessory Structure Building Plans Included: Owner/ Statement or License 3 sets of Plans/Plot Plan Driveway Grade% THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON I 'F RMATION 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 Wa ter Ava ilability Sewer Ava liability 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 400,_ t/1 . \a N R'/a /g-I Si ature of Building Official i 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. File No.5?' I c, ZONING PERMIT APPLICATION (§i o.2) Please type or print all information and return this form to the Building '' Inspector's Office with the $30 filing fee (check or money order)payable to the City of Northampton 04 41073 4 3E) 1. Name of Applicant: Jody Barker,AIA—Jody Barker I Architecture+Desgin, LLC 32 Willow Street, Florence,MA 01062 617-216-5988 Address: Telephone: jodybarker.aia@gmail.com 2. Owner of Property: Scher Mass LLC 5 Austin Circle, Florence, MA 01062 413-992-7675 Address: Telephone: 3. Status of Applicant: Owner Contract Purchaser Lessee Other (explain) Architect 4. Job Location: 10 Michelman Ave., Northampton, MA 01060 Parcel Id: Zoning Map# `�2 Parcel# / Y` L District(s): 00 / In Elm Street District In Central Business District C 3q l(.ice (TO BE FILLED IN BY THE BUILDING DEPARTMENT) `J 5. Existing Use of Structure/Property: Storage&workshop 6. Description of Proposed Use/Work/Project/Occupation: (Use additional sheets if necessary): The project proposed the construction of a new accessory building—2 car garage w/attic storage.The garage final design will be provided by Klotter Farms. It will be set in the back corner of the lot, 6'off the rear and left property lines , looking from Michelman Avenue. 7. Attached Plans: Sketch Plan X Site Plan X Engineered/Surveyed Plans 8. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO DON'T KNOW X YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO DON'T KNOW YES IF YES: enter Book Page and/or Document # 9.Does the site contain a brook, body of water or wetlands? NO X DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained , date issued: (Form Continues On Other Side) at iN.••ra..awr 1 •ten•a»aV.law 11 !d t i ii- � I I1�i i i - l CO .: 2 / a to \\i''''......-'''' er lU LLI 111141S4pt f fl 4* ' a :I li if - III It' 1-* -'. '.' • 40....:':''4',.:\. . , 0) itan:..„,.,71....,li 1::?;,::.,.'''' 0 la ,`e °' r 47,4, • a7y,04„, N x \ii 2 a i \ °3te ' e tt.tttlb gat SPhi illi 1 il •c' s 000. t • Mba iG*trQ ix i Ii,,iii is f i� MI f 5 •w 111114111111r i'=x�sri Yam CT i 4 a ' ‹. r = _ YjQ b LL 9fre / �� m S PH �CfO C6 C .41.. (1) ' LI I /1041, 6