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38B-235 (3) Z O p Q Q N'' W � E- > � U WOU > Q C7 C7OMN � > WGs, con z z d- �o � M z O o � Q O M O r � W o O 00 X N O F" U w CA [- F'" oz � a � a.; h z w � w0 w Hama Q � zw z z � u � ow v' c7 a O ao � � Q � w a, Cn c� W � v� F-� � wZ wQ w U ON 00 w d w Z d ti p M —-+ NON NN - w > NC/1 Ltr 00 Nd Z � � Q C) A. 0\0 � 0QW C7 c70MN v� � ww Uw � v� waa a � 2 01. N 41 4 low o y o - o o N _ F+I O O n� 00 F� PTO O N N 3Z z � a 3 °s c� U D p � LLl � a z � o h W H � w W � H w 0 0 � o � °z x w 0 z U z X Con m Client SUFFIELD LUMBER Shipping COASTAL Project Name: JOHNSTON Job#: Quantity 1 (2pes,� Description: CARRIES STORAGE GARAGE BEAM 2.0E CP-LAM 1.750" X 9.500" 2-Ply- PASSED FLOOR LOAD 11612014 1:06 PM Page 1 of 1 Designer:JL CCASLL COASTAL „, .., 91/2" .... .--.. I� 1 SPF 2 SPF 10'6" H31/2" 10'6" Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC Deflection LL: 360 Load Sharing: No 1 1463 649 0 0 0 Deflection TL: 240 Deck: Not Checked 2 1463 649 0 0 0 Importance: Normal Vibration: Not Checked Temperature: Temp—100°F Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 10580 ft-lb 63" 13710 ft-lb 0.772(77%)D+L L 1 -SPF 3.000" 1.500" 95% 649/1463 2112 L D+L Shear 2105 lb 9'6 1/4" 6318 lb 0.333(33%)D+L L 2-SPF 3.000" 1.500" 95% 649/1463 2112 L D+L LL Defl inch 0.219(L/556) 5'3" 0.338(U360) 0.650(65%)L L TL Defl inch 0.313(L/388) 5'3" 0.506(U240) 0.620(62%)D+L L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Width Side Dead Live Snow Wind Const. Comments 1 Point 5-3-0 Top 1211 lb 2925 lb 0 l 0 l 0 l Self Weight 9 PLF Notes corrosive chemicals 6.For flat rook provide proper drainage to prevent Coastal Forest Products Calculated structured Designs is responsible only of Handling&Installation pondng 451 South River Rd,NH the structural adequacy of this component based on 1.LVL beams must not be cut or drilled USA the design criteria and loadings shown. It is the 2.Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding installmon requirements, multi-ply 03110 ensure the component 1indolity of the intended fastening details,beam strength values and code appl'cation and to verify the dimensions and loads. approvals �s Lumber 3.Damaged Beams must not be used COASTAL 1 D conditions,unless noted othervme 4.Design assumes top edge is laterally restrained ronesi mow+cxs rn<. Dry service 5.Provide lateral support at bearing points to avoid 2.LVL not to be treated with fire retardant or lateral displacement and rotation Powered by(DiStruct"13.6.096 '''CALCULATED STRUCTURE D DESIGNS Client SUFFIELD LUMBER Shipping COASTAL Project Name: JOHNSTON Job#: Quantity 1 (3pcs.) Description: CARRIES STORAGE -- GARAGE BEAM 2.0E CP-LAM 1.750"X 16.000" 3-Ply- PASSED FLOOR LOAD 1/6/2014 1:01 PM Page 1 of 1 Designer:JL 1,4n 1 SPF 2 Hanger(HHUS5.50/10) 22' 5 1/4" 22' Type: Girder Application: Floor Reactions Plies: 3 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC 2012/IRC Deflection LL: 360 Load Sharing: Yes 1 2925 1211 0 0 0 Deflection TL: 240 Deck: Not Checked 2 2926 1211 0 0 0 Importance: Normal Vibration: Not Checked Temperature: Temp—100°F Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Length Analysis Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Moment 22276 ft-lb 11'1/8" 52776 ft-lb 0.422(42%)D+L L 1 -SPF 3.500" 2.000" 93% 1211/2925 4136 L D+L Shear 3615 lb 20'5 3/4" 15960 lb 0.227(23%)D+L L 2 3.000" 1.500" 62% 1211/2926 4137 L D+L Hanger LL Defl inch 0.369(L/702) 11'3/16" 0.720(L/360) 0.510(51%)L L TL Defl inch 0.522(L/496) 11-3/16" 1.080(L/240) 0.480(48%)D+L L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. ID Load Type Location Trib Wdth Side Dead Live Snow Wind Const. Comments 1 Uniform 9-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF Self Weight 22 PLF Notes corrosive chemicals 6.For Flat roofs provide proper drainage to prevent Coastal Forest Products Calculated Structured Designs is responsible only of Handling&Installation p°ndinB 451 South River Rd,NH the structural adequacy of this component based on 1.LVL beams must not be cut or drilled LISA the design criteria and loadings shown. It is the 2 Refer to manufacturer's product information responsibility of the customer and/or the contractor to regarding ins m multi-pry installation requirements, multi-p 0311 0 onsib ensure the component suitability of the intended fastening details,beam strength values.and code application,and to verify the dimensions and loads. approvals Lumber 3.Damaged Beams must not be used JR-1 COASTAL 1 Dry service conditions,unless noted othervise 4.Design assumes top edge is laterally restrained /noes/mowc5s arc. 2.LVL not to be treated wth fire retardant or 5.Prow de lateral support at bearing points to avoid lateral displacement and rotation _o rr.�...wn..aa.w.r«......we..r Powered by iStruCtTu 13.6.096 `rrw`CALCULATED STRUCTJRED DESIGNS «�m *l _oi\ MnOH3V3 ? NV2V o9olo/` �• _�a qr Q A Sil32OH2VSSVA yOidRVP1a0§ . AI r f \ / _ ^ - _ - . � � \ - / \\\ The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations d 1 Congress Street, Suite 100 W` Boston, MA 02114-2017 5� www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Lellibly Name (Business/Organization/Individual): dm-S e1)r15TMC TEL --a L L C_ Address: 0,�9 -n-t11ejt> ' City/State/Zip: 7 Phone #: kdo 3z 72W 4/ -S/ C7/6 Are you an employer? Check the appropriate box: Type of project (required): 1.❑ I am a employer with 4. E] I am a general contractor and I 6. New construction ployees (full and/or part-time).* have hired the sub-contractors 2mam a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑ Building addition [No workers' comp. insurance comp. insurance.t 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 1 1.❑ 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.❑ Other comp. insurance required.] *Any,applicant that checks box#1 must also till out the section below showing their workers'compensation policy intormation. f 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 emplover that is providing workers'compensation insurance.for niy employees. Below is the policy and_job site information. Insurance Company Name: — Policy# or Self-ins. 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 Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of 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 file 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 DIA for insurance coverage verification. I do hereby certify under the pains ar penalties of'perjury that the information provided above is true and correct. Sienature: �_ - Date: IL a -Zgm Phone#• Of use only. Do not write in this area, to he 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#: SECTION 8-CONSTRUCTION SERVICES 8.1 Licensed Construction Supervisor: ) Not Applicable 0 -1 / Name of License Holder: I License Number Address Expiration Date S_ig ature j'� Telephone 9. Registered Home Improvement Contractor: Not Applicable ❑ Company Name Registration Number Address ""� J Expiration Date Telephone 1-113 �7/ C� hurl e✓d Ism 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....... ❑ No...... ❑ 11. - Home Owner Exemption The current exemption for"homeowners"was extended to include Owner-occupied Dwellings of one(1) or two(2)families and to allow such homeowner to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor.CMR 780, Sixth Edition Section 10835.1. Definition of Homeowner: Person(s)who own 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 homeowner. Such"homeowner"shall submit to the Building Official,on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. As acting Construction Supervisor your presence on the job site will be required from time to time,during and upon completion of the work for which this permit is issued. Also be advised that with reference to Chapter 152(Workers' Compensation) and Chapter 153 (Liability of Employers to Employees for injuries not resulting in Death)of the Massachusetts General Laws Annotated,you may be liable for person(s) you hire to perform work for you under this permit. The undersigned"homeowner"certifies and assumes responsibility for compliance with the State Building Code,City of Northampton Ordinances,State and Local Zoning Laws and State of Massachusetts General Laws Annotated. Homeowner Signature SECTION 5-DESCRIPTION OF PROPOSED WORK(check all aa)licable) New House Addition Replacement Windows Alteration(s) Roofing Or Doors ❑ Accessory Bldg. Demolition ❑ New Signs gi Decks [❑ Siding M Other[[� Brief Description of Proposed 2 D Y_ a A Work: ONE C tA/L G-V�✓A6-6--- o Alteration of existing bedroom Yes No Adding new bedroom Yes No Attached Narrative Renovating unfinished basement Yes No Plans Attached Roll -Sheet 6a. If New house and or addition to existing housing, complete the following: a. Use of building : One Family Two Family Other b. Number of rooms in each family unit: Number of Bathrooms c. Is there a garage attached? d. Proposed Square footage of new construction. Dimensions e. Number of stories? f. Method of heating? Fireplaces or Woodstoves Number of each g. Energy Conservation Compliance. Masscheck Energy Compliance form attached? h. Type of construction i. Is construction within 100 ft.of wetlands? Yes No. Is construction within 100 yr. floodplain Yes No j. Depth of basement or cellar floor below finished grade k. Will building conform to the Building and Zoning regulations? 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 to act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date 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 Section 4. ZONING All Information Must Be Completed. Permit Can Be Denied Due To Incomplete Information Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear 377 Building Height Bldg.Square Footage Open Space Footage o (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO O DON'T KNOW O YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO Qy DON'T KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained O , Date Issued: C. Do any signs exist on the property? YES O NO ku IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES O NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO KA IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 7 Department use only City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit DEC 3 1 2013 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability E« ctions Northampton, MA 01060 Two Sets of Structural Plans ----- ° 13-587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,ALTER, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be Ma complete Unit y office � 46 Olive Street, Northampton, MA 01060 p 0b Lot ;)3 Zone Overlay District Elm St. District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: Alan Calhoun & Barbara Aiken 46 Olive Street,Northampton,MA 01060 Name(Print) C' Current Mailing Address: Telephone Signatur 413-727-3484 2.2 Authorized Anent: �oI�1`2 �UyGL; 1W1�'� C Ut-tC7`� '3S- n�rKt� — Sv F> L4_c'�15 C( G Name(Print) Current Mailing Address: sirz o7e 6 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building (a)Building Permit Fee 6 •�0 2. Electrical (b) Estimated Total Cost of 00, Construction from 6 3. Plumbing Building Permit Fee X114 4. Mechanical(HVAC) 5. Fire Protection n 6. Total= 0 +2+3+4+5) Check Number This Section For Official Use Only Building Permit Number: Issued: Signature: Building Commissionedlnspector of Buildings Date File#BP-2014-0763 �?,00(I ef)j APPLICANT/CONTACT PERSON JOHN B JOYCE ADDRESS/PHONE 78 TIMBER DR EAST LONGMEADOW (413)519-0716 P phT� PROPERTY LOCATION 46 OLIVE ST MAP 38B PARCEL 235 001 ZONE URB(100)/ THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 44 CZ o Fee Paid Typeof Construction: CONSTRUCT DET 20 X 22 GARAGE New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included• Owner/Statement or License 77942 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF¢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 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 Demo 'ti Delay Sig o ui d' f cial 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. 46 OLIVE ST BP-2014-0763 GIs#: COMMONWEALTH OF MASSACHUSETTS Mn.-Block:38B --'35 CITY OF NORTHAMPTON Lot:-001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Buildin DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: GAR.A(;1 BUILDING PERMIT Permit# B P-2014-0763 Project# J -2014-001310 Est.Cost: $28000_., ,) Fee: $88.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: JOHN B JOYCE 77942 Lot Size(sg. ft.): t ?59.76 Owner: CALHOUN ALAN&BARBARA AIKEN Zoning_URB(loj` Applicant: JOHN B JOYCE AT: 46 OLIVE ST Applicant At/,,'. ;s: Phone: Insurance: 78 TIMBER T': (413) 519-0716 EAST LONG%;:=ADOWMA01028 ISSUED ON:112112014 0.00:00 TO PERFO 'X"Al THE FOLLOWING WORK.-CONSTRUCT DET 20 X 22 GARAGE POST THIS C "D SO IT IS VISIBLE FROM THE STREET Inspector of N 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: Finai: Smoke: Final: THIS PERAI [AY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS 1 . JLES AND REGULATIONS. Certificate of �upanc�� Signature: FeeType: Date Paid: Amount: Building 1/21/2014 0:00:00 $88.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner