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17D-051 (3) 98 STRAW AVE BP-2017-0128 GIS#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 17D-051 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-2017-0128 Project# JS-2017-000175 Est.Cost:$8000.00 Fee:$65.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: NICHOLAS RILEY 97077 Lot Size(sq. ft.): 11282.04 Owner: SCHWEITZER GREG Zoning:URB(100)/ Applicant: NICHOLAS RILEY AT: 98 STRAW AVE Applicant Address: Phone: Insurance: 77 MASSACHUSETTS AVE#2 (413) 531-4370 WC CHICOPEEMA01013 ISSUED ON:10/31/2016 0:00:00 TO PERFORM THE FOLLOWING WORK:REMOVE 4 INT WALLS, INSTALL LVL SUPPORT BEAMS * 2 LOLLY COLUMNS 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: FeeTvpe: Date Paid: Amount: Building 10/31/2016 0:00:00 $65.00 212 Main Street, Phone(413)587-1240,Fax:(413)587-1272 Louis Hasbrouck—Building Commissioner File#BP-2017-0128 APPLICANT/CONTACT PERSON NICHOLAS RILEY ADDRESS/PHONE 77 MASSACHUSETTS AVE#2 CHICOPEE01013 (413)531-4370 PROPERTY LOCATION 98 STRAW AVE MAP I 7D PARCEL 051 001 ZONE URB(100)1 THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT / - Fee Paid ,6ere 4`Zo _ Building Permit Filled out Fee Paid Tvpeof Construction:_REMOVE 4 INT WALLS, INSTALL LVL SUPPORT BEAMS *2 LOLLY COLUMNS New Construction Non Structural interior renovations Addition to Existin Accessory Structure Building Plans Included: Owner!Statement or License 97077 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INF TION 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 i /a /7(7 Si• 1..1.7e of Bui ding i fficial 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. Department use only R' CF='• E rD City of Northampton Status of Permit: Building Department Curb Cut/Driveway Permit 212 Main Street Sewer/Septic Availability JUL 2 8 2016 Room 100 Water/Well Availability orthampton, MA 01060 Two Sets of Structural Plans • - 4 -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 This section to be completed by office 1.1 Property Address: c .. 00 STRv� Map Lot Unit F- o,Z_ 1' M)4- Zone Overlay District - Elm St.District CB District SECTION 2-PROPERTY OWt-tERSHIPfAUTHORIZED AGENT 2,1 Owner of Record: �2 CG 5CN Z `Ig -/cc) s%2Rc-0 0- /C"_ Name(Print) Current Mailing Address: _SEC 20 t 3V-a- 5'1 3C. _SI G r nAC-7 Telephone Signature 2.2 Authorized Anent: _ (C--►s0(fitS t 77 .v7fl SS ✓e C+4res3P :- rim Name(Print) Current Mailing Address: C)/013 4113 5:3/q 37a Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building O© (a)Building Permit Fee 3000 2. Electrical (b)Estimated Total Cost of Construction from(6) 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5.Fire Protection �� OV 6. Total=(1 +2+3+4+5) $ ( C:) Check Number J d This Section For Official Use Only Building Permit Number_ — Date Issued: Signature: _ Building Commissionerltnspector of Buildings Date F . 4 w1 I 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 SizeIr_ZSZ. D4L '_ _ Frontage Setbacks Front IOW j J I Side L: 1Z- R: -?' L:. R:I Rear �j --� r 1 Building Height 2 Bldg.Square Footage 2202 -_ °to l t Open Space Footage a ._ (Lot area minus bldg&paved /jf I parking) #of Parking Spaces 4c' I Fill: (volume&Location) -- A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DONT KNOW YES 0 IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW IN YES 0 IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO al) DONT 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 IF YES, describe size, type and location: 7� D. Are there any proposed changes to or additions of signs intended for the property? YES O NO ON 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 O NO(130 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. SECTION 5-DESCRIPTION OF PROPOSED WORK(check all applicable) New House ❑ Addition ❑ Replacement Windows Alteration(s) Roofing ❑ Or Doors ❑ Accessory Bldg. ❑ Demolition ❑ New Signs [O] Decks [D Siding[O] Other[0] Brief Description of Proposed _ t � Work: WrIO't— COWL i i0'Z k)A LLS /,amu- -3SEnvLAS-r- Alteration of existing bedroom Yes No Adding new bedroom Yes ) No a,L D/tttJ Attached Narrative Renovating unfinished basement Yes )-+ No Plans Attached Roil -Sheet 6a. If New house and or addition to existing housi ng, complete the following: a. Use of building:One Family Two Family /4 Other �/ b. Number of rooms in each family unit: f Number of Bathrooms c. Is there a garage attached? /3 0 d. Proposed Square footage of new construction. fk--01 Dimensions e. Number of stories? f. Method of heating?_ el& Fireplaces or Woodstoves /✓a Number of each — g. Energy Conservation Compliance. f Masstheck Energy Compliance form attached? t\-10 h. Type of construction `C5 i. Is construction within 100 ft.of wetlands? Yes )6 No. Is construction within 100 yr. floodplain Yes No i j. Depth of basement or cellar floor below finished grade 7 k. Will building conform to the Building and Zoning regulations? /e Yes No. I. Septic Tank City Sewer Private well City water Supply X7 SECTION 7a-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT ,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 . (CHzS a as OwnerlAuthorized Agent hereby declare that the statements and information on e foregoing application ar and accur , o the best of my knowledge and belief. Signed under the pains and penalties of perjury. NSC AS /--6Y Print Name Signature of Owner/Agent Date SECTION 8-CONSTRUCTION SERVICES J 8.1 Licensed Construction Supervisor: Not Applicable 0 t' Name of License Holder:_ )O-43/AS 12 I Lei e7 1 7 o7 7 License Number 77 m4SS ff✓ G41K2CP , A 01ocs cl - z9 - IL Address Expiration Date y/ 3 53/ `/ 7 Signa ure Telephone 9.Registered Home Improvement Contractor Not Applicable 0 Ivy ,2-1C-Eze t S`co.c>GT/OR./ 1 ' Company Name Registration Number 7 7 (114S- fl-✓C (C_CPC !I 1 - %L- ti 1 Address L, D)Oi3 Expiration Date Telephone 4/i3 53 ) 370 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 su.ervisor.CMR'780 Sixth Edition Section 108.3.5.1. 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 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: `i --f ST(?Ac- 4V The debris will be transported by: 4i I L E 'Fe-ma✓4 L-- The debris will be received by: ilitutMagictaftTe1�.ZS = Building permit number: Name of Permit Applicant AD( C USS i ,/e_e"�'' 7-Zi --) L Date Signature of Permit Applicant The Commonwealth of Massachusetts 1k_ / Department of Industrial Accidents __T'1�,= Office of Investigations c =__t: . = 1 Congress Street,Suite 100 ler "! 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): p. r/i..671 t^ 24- . 7zic..1 Address: 77 i'>? SS AVE-- City/State/Zip: MO PEE--/ p'74 ofor 3 Phone#: L//3 S3/ y37a Are you an employer?Check the appropriate box: 1. Ill I am a employer with 3 4. ❑ I am a general contractor and I Type of project(required): employees (full and/or part-time).* have hired the sub-contractors 6. ❑ New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. Zemodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' insurance.: 9. [' Building addition comp.[No workers' comp. insurance required.] 5. D We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.0 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. +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: 4 330C_/4 T-&- Co/ PLOzr E S Policy#or Self-ins. Lic.Li #: 1,4c-c-S�ScC7 /5.3-7(.. , Expiration Date: 6-25 - 1 7 Job Site Address: 1�' /00 S�� 4V C. City./State/Zip: g20/ ,iq 1 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 SI,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 hereby certify under the ains nd penalties of erjury that the information provided above is true and correct. `7 Signature: Date: / '21 `/b Phone#: /1L _63/ 93 7 Q 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#: N.RILEY CONST 7-1 I-l6 . N.Roseburg 98 STRAW AVE. 2:42pm a.-c... \(crest Prcxt,t t_e,(:nnyrem 'NORTHAMPTON,MA I of I CS Beam 20153.0.33 temBeamEnsir 4.:3.19.1 Materials Database.1547 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous . Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L1360 live, L/240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.3 PLF Filename: Beam1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 6' 5,00" 4147 2628 Live Additional Uniform(PLF) Top 0' 0.00" 12 2.00" 40 15 Live Additional Uniform(PLF) Top 0' 0.00" 12' 2.00" 0 100 Live ,) m f 12 2 o / ®/ 12 2 0 Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#1/#22x or 4x End-Grain(1150psi) 3.500" 1.703" 4469# — 2 12' 2,000" Wall SPF#11#2 2x or 4x End-Grain(1150psi) 3.500" 1.849" 4854# -- Maximum Load Case Reactions Uzed for dao ,-g point loads for line ioadR to carrying members Live Dead • 2425# 2045# 2 2661.'4 2190 _ Design spans 11' 6 750" Product: 2.0 RigidLam LVL 1-3/4 x 14 2 ply PASSES DESIGN CHECKS Connect members with 3 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 23527.'# 28972.`# 81% 6.42' Total Load D+L Shear 4601.# 9473.# 48°%e 11.36' Total Load D+L P Max.Reaction 4854.# 9188.# 52% 12.17' Total Load D+L 1l TL Deflection 0.3025" 0.5865" L/465 6.08' Total Load D+L ' LL Deflection 0.1710" 0.3910' Lf822 6.08' Total Load L Contrcl: Positive Moment DOLs: Uve=100% Snare-115% Roof=125% Wird=160% u SIMPSON All praduGt names are trademarks of their respective owne5 SCOTT FLEURY Copyright(�7Dd s by Simpson strong-r a company Ire.ALL RiGHTTS RESERVED. KELLY-FRA DET LUMBER 92 PROSPECT ST -'Passing is defined as when the membe,f.oOrJalS.beam or giefet sTnwn cn thisd-swi no meats sop:iceble design tritena for Loads.Loading Conditions,and Spans tided on:tis ENF'ECLD'CT 06082 ll :keel.The design mod be reviewed by a qafif ed designed or deagn plot nit Gnat as required for approval.'Ms design assumes product installation according to the,ranUlacturers specifications 860-745-3331 A ° ^ C� N.RILEY CONST. 7-]1-16 Vi Roseburg 98STRr1W'AVE. 2:39pm h I . :1 I.wc�t P51Xhn'ts(:nnynvs} NORTHAMPTON,MA I of 1 CS Beam 20163.0.33 kin6camEngnc 4.13.18.1 :Materials Database 1547 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L1360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.3 PLF Filename: Beam1 ' Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 14' 8.00" 360 135 Live 1 Additional Uniform(PLF) Top 0' 0.00' 14' 8.00" 0 120 Live Additional Uniform(PLF) Top 9' 0.00" 14' 8.00" 360 135 Live Point(LBS) Front 3' 2.00e 0 633 Live ' 1 l It / 1480 0 � 1480 i, Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPE#11#2 2x or 4x End-Grain(1150psi) 3.500" 2.088" 5481# -- 2 14' 8.000" Wall SPF#1/#2 2x or 4x End-Grain 11 il•si 3.500' 2.581" 6775# -- Maximum Load Case Reactions Lsed:o'applying point toads;or line loads)tc caeying mem2ers . Live Dead 1 2037k 2544# 2 4147# 26281$ Design spans 14' 2.750' i Product: 2.0 RigidLam LVL 1-314 x '44 2 ply PASSES DESIGN CHECKS Connect members with 3 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 I4 Positive Moment 20597.'# 28972.'# 71°Io 8.04' Total Load D+L Shear 5465.# 9473.# 57% 13.74' Total Load D+L Max.Reaction 6775.# 9188.# 73% 14.67' Total Load D+L IL Deflection 0.4760' 0.7115" L1358 7.33' Total Load D+L LL Deflection 0.2733" 0.4743" 0624 7.33' Total Load L Contrd: Max. Reaction i DOLs: live=1000% Snow=115% Root=125% Wind=160% SIMPSON All product names are trademarks Of theirrestaeotive owners SCOTT FLEURY KELLY-FRADET LUMBER Copyright cc;2016 by Simpson strong.Tie company Ind A:L RIG:TS RSSERVED. 92 PROSPECT ST. "Passng is der,-ed aswhen the member.SootJo,d.beam or gimlet shown en tn.s drawing meets applicable design criteria for Loads.Loading Cond t e-s,and Spans listed on this ENFIELD.CT 06082 I ghees.The des,,mus Oe rennal renewed by a qualified designe'or 0esgn protesvoas ogo vred for appvat.This design anumes p.oducl insa:lation acco't g to the manufacturers 1 soeoificatiens 860-745-3331 1 0 Roseburg STRa,WOAVE. 2:36pm A.1.>«t Pact ,i,(..c‘rins:NAvy N.RILEY ORTHAMPTON,MA I of] CS Beam 20163.033 Ian f3cam Engine 4.13.18.1 Matcrials Database 1547 Member Data Description: Member Type: Beam Application: Floor 1 Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: SI3C Live Load: 40 PLF Deflection Criteria: L/360 live, L/240 total 1 Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 8.3 PLF Filename: Beam1 Other Loads Type Trib. Other Dead II (Description) Side Begin End Width Start End Start End Category I Replacement Uniform(PLF) Top 0' 0.00" 12' 0.00" C 100 Live • f. J 12 0 0 2 0 0 I Bearings and Reactions Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#1/#2 2x or 4x End-Grain(1150psi) 3.500" 1.500" 633# -- 2 12' 0.000" Wali Stee 2.000" 1.500" 633# -- - Maximum Load Case Reactions Uscc icr applying pb:nt:cads!cr Ilne 102(15)10 carrying me Theis Dead S. 533# 2 633# - Design spans I tY 8.250" Product: 2.0 RigidLam LVL 1-314 x 9-112 2 ply PASSES DESIGN CHECKS I 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 1849.`# 12603.'# 14% 6.06' Total Load D Shear 547.# 5786.# 9% 11.32' Total Load D Max.Reaction 633,# 5250.# 12% 12' Total Load D TL Deflection 0.0909" 0.5844' U999+ 6.06' Total Load D+L Contra: TL Deflection DOLs: Lve100% Sro s=115% Roof=125% Wind=160% I SIMPSON All product names are haderrarks of the r respective owners SCOTT FLEURY ', `"`l KELLY-FRADET LUMBER Copyright;C)2016 by Simpson Strong-11e Company Irc.ALL RIGHTS RESERVED. 92 PROSPECT ST. "Passing Is defined as wher.the member,Icor Jois.beam or girder Town on this drawing meets apps icable desgn cute•a for Loads,Loading Condition;.and Spans lived on Ill s sleet.The deugn must be reviewtlby a O'aallkrod Etgg tCe design pro`essona)a5 required tot ab;mval.?T1s deign assumes proddct.nsaltati an according to the ManufacturersENFIELD,CT on082 speciRcahois 860-745-3331 Nie Riley Construction/General Contractor Page 2 of 2 Acceptance of proposal: The listed prices,specifications and conditions are satisfactory and are hereby accepted. N.Riley Construction, Inc. is authorized to do the work as specified. Payments will be made as outlined above. This updated contract supersedes any and all others. Please remit payment and signed contract to N.Riley Construction, Inc. 77 Mass Avenue Chicopee, MA 01013 prior to the scheduled start date. Authorized Signature: GREG Date of 11 1 b Job Name: SCHWEITZER Acceptance: l 98-100 STRAWfir, \"-<,..,,Kit . Job Location: AVENUE Signature: 6:7- FLORENCE,MA Phone: Signature: %��....4 NICHRIL-01 CBESSETTE AC-QRf i• DATE IMMJDD/YYYYI V CERTIFICATE OF LIABILITY INSURANCE 7/1212016 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 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). PROC'SCER CONTACT NAME: Pioneer Valley Automobile Club Insurance Agency,Inc. PHONE 800 622-9211 (AI 413 205-2319 150 Capital Drive tAic,No,exti: ) (ac,No):t AIL W.Springfield,MA 01089 ADDDREADRE SS: INSURER(S)AFFORDING COVERAGE NAIC# __ INSURER A:Commerce Ins.Co. 34754 INSURED INSURER a:A.I.M. Mutual Insurance Co N Riley Construction Inc INSURER C: 77 Massachusetts Avenue INSURER D: Chicopee,MA 0101G :NSURER E: _ — INSURED,F: , COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: TftS 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. ILTR TYPE OF INSURANCE A.NSD D POLICY NUMBER (MMIDDIIYYYY).!IMMCDITSORi POLICY EFF ' `OD�) LIMITS A COMMERCIAL GENERAL UABIUTY j �-�-'} j EACH OCCURRENCE $ 1,000,000 ED CLAIMS-MADE l n OCCUR TBI 06/01/2016 06/01/2017 PREM SES EaEN,ocrarrencel S MED EXP(Any cee person) S 10,000 i PERSONAL&ADV INJURY S 1,000,000 GEN1-AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE ' $ 2,000,000 PRO- JECT I LOC ;PRODUCTS 5 2,004,000 POUCY OTHER: $ _ AUTOMOBILE UABIUTY (Ea accident S 1,000,000 A ANY AUTO BC K DTY 02/18/2016 02/18/2017 BODILY INJURY(Per person) $ ALL OWNED ri SCHEDULED AUTOS OS X AUTOS I BODILY INJURY(Per accident) S NON-0WNED I PROPERTY DAMAGE X HIRED AUTOS l X .AUTOS '(Per accident) I S lS -1 UMBRELLA LIAB ) OCCUR ---j*--"—— EACH OCCURRENCE $ — EXCESS LIAB 'CLAIMS-MADE 4 AGGREGATE S ' I DEO r RETENTIONS S 'WORKERS COMPENSATION I ' PER 1 I I,T1+ AND EMPLOYERS'LIABILITY 1 STATUTE ER B ANY PROPRIETOR/PARTNER/EXECUTIVE YINMI06/25/2016 06125/2017,E.L.EACH ACCIDENT S 1,000,000 OFFICER:MEM.EER EXCLUDED? n NI A (Mandatory In NH) , E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes.describe under OESCRIPTtON OF OPERATIONS beiva E.L.DISEASE-POLICY LIMIT S 1,000,000 i DESCRIPTION OF OPERATIONS I LOCATIONS;VEHICLES (ACORD 151,Additional Remarks Schedule,may be attached if more spaces required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATNE I 1988-2014 ACORD CORPORATION. Ali rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD . . Qo . . . _ . 1 r• .-- •,<_, \c)...42}.....) I ; 1 1 cpc.D..P7., ,...,..--;•;(1- 4 • :7. , •J '--- - . . C ,t• ,....., . ... .... . . ..... .:r../.. . VI { Z •• -.-- . .. . ...• ... .1. ('."i\.I' .....j . ....j .....7 . r- ..,, . , ...i....u, -., 1 . --f • ii . 1 1 i , 1 . • i . • I '1"e_CryloOf; /A:ALL • . • • .. .........•••••..... C7,•'...'N ...r'../.-.4:."..... 1 1 . \14' ..........., . :.. - '‘,, \ %IC l'''...\.L,J'' 1.....A,...\•,,,) t......• I N.RILEY CONST. 7-11-16 CRoseburg 98 STRAW AVE. 2:42pm A 1«cst Products Company NORTHAMPTON,MA 1 of 1 CS Beam 2016.10-13 IanB snEagite 413.18.1 MaterialDatabalase 1547 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 . Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L1360 live, U240 total Dead Load: 10 PLF Deck Connection: Nailed Member Weight: 12.3 PLF Filename: Beam 1 Other Loads Type Trib. Other Dead (Description) Side Begin End Width Start End Start End Category Point(LBS) Top 6' 5.00" 4147 2628 Live Additional Uniform(PLF) Top 0' 0.00" 12 200" 40 15 Live Additional Uniform(PLF) Top 0' 0.00" 12' 2.00" 0 100 Live r Y _- If 12 2 0 / /.3 0/ 12 2 0 Bearings and Reactions input En Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wail SPF#1/#2 2x or 4x End-Grain(1150psi) 3.500" 1.703" 4469# — 2 12' 2.000' Wall SPF#1#2 2x or 4x End-Grain(1150psi) 3.500" 1.849" 4854# — Maximum Load Case Reactions Mini sat whit*pxd loads Wino foods)It.esartop memtoers Live Dead 1 242511 2045# 2 2661# 2t94# Design spans 11' 2750' Product: 2.0 RigidLam LVL 1-314 x 14 2 ply PASSES DESIGN CHECKS Connect members with 3 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 23527.'# 28972:# 81% 6.42' Total Load D+L Shear 4601.# 9473.# 48% 11.36' Total Load D+L Max.Reaction 4854.# 9188.# 52% 1217' Total Load Dr•L TL Deflection 0.3025" 0.5865" 1/465 6.08' Total Load D+L LL Deflection 0.1710' 0.3910" L/822 6.08' Total Load L r Contra Positive Mtxnent DOLS: L4100% Snow 115% Rocr=12556 Wlr i60% SIMPSON All pro&raRr„ssWit aa4eaaetsofOW/mon ao"tmrs SCOTT FLEURY S! t 7'=e caardeh ee12018 by semen sa°ray na cmr.,ae7 au.+w.MGM reseaveo. KELLY FRAD LUMBER 92 PROSPECTT ST.ST. -vas4ng is del od es.tne"the ma-ac aoa()osa.Dem orgueoc Mow on tma etwutg aural applicable eadan awodo ko louts.t.eomng Conawan%and Spunastiod on this ENFIE ri esT r fl82 stool.The dash m-II be tom own,q a Webbed deragtuotdadSn p tonal as regd.ed fortip'ovat,T.Nsdcdgn minus Kowa Imtaltatlen Orce.eng to the las daduSee, spaetoaaom 860745-3331 l N.RILEY CONST, 7-11-I6 Roseburg 9$STRAW AVE. 29pm A.lords*I'rtxlttrts oanimny NORTHAMPTON,MA 1 of 1 CS Bczn OI6il.0.M ' 6a8nmEngx4.Ii.1&I k Masrnis Dsabase 1547 Member Data Description: Member Type: Beam Application: Floor Top Lateral Bracing: Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L1360 live, U240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 12.3 PLF Filename: Beam1 .IL {i Other Loads I Type Trib. Other Dead I (Description) Side Begin End Width Start End Start End Category Replacement Uniform(PLF) Top 0' 0.00" 14 8.00" 360 135 Live . Additional Uniform(PLF) Top 0' O.OD' 14' 8.00" 0 120 Live Additional Uniform(PLF) Top 9' 0.00" 14' 8.001' 360 135 Live Pant(LBS? Front 3' 2.00" 0 633 Live "';Y:� =6 1s;is :_ /�' T_:� �� r• •^"_ S-1 l::y: ' iM'a �t:� � <: �",S .�1 ..Si: rr�.�=:iG•.�y�'����+:��A':" _��� . µ� ..dWs:. 1`( -, '�'S-+•-rte-..ti .t. ti r '.i .: ;Y-.in ..''i,+--Z 1• .Y.:_:" ..,+ s'At . _.:j•-f . 7• :.t?': .a. ,,y J.-T.. fN'.•. x..f • .. .'.r.•u.—:�lS..yii•°t. +tip-. . / 14 8 0 14 8 0 0 Bearings and Reactions11 Input Min Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wall SPF#1/#2 2x cr 4x End-Grain(115Cpsi) 3.500" 2.088" 5481# -- 2 14' 8.000" or 4x Erd Grain(115Cpsil 3.500' 2581" 67 5# Maximum Load CaseWal!ReactionsSPF#1i#22x Uxd tof aryytr�'POtnt Was kr MO toads)m eaaybq Mani= Live Dead ' 1 2937# 2544# 2 41474 2828# Design spans 14' 275O" Product: 2.0 RigidLam LVL 1-3/4 x 14 2 ply PASSES DESIGN CHECKS Connect members with 3 rows of 16d common nails at 120"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 t Actual Allowable Capacity Location Loading Positive Moment 20597.'# 28972.'# 71% 8.04' Total Load D+L Shear 5465.# 9473.# 67% 13.74' Total Load D+L Max.Reaction 6775.* 9188.# 73% 14.67' Total Load D+L 'II-Deflection 0.4760" 0.7115" 0358 7.33' Total Load D+L r LL Oeflec:ion 02733" 0.4743" 11624 7.33' Total Load L control: Max.Reaction DOts: Live 100f6 Sno.. 115% Rca1,--125% Win&16036 C I P SIh1PSON AGpr^"c1KT..3L900derCikaCtheir ROWANS ewnaR SCOTT FLEURY i KELLY-FRADET LUMBER t:oPldgat(C)latd by Sims=sueng.77a Clus7a'N Le..Alt(GM'S T ER'.EO. 92 PROSPECT S7 ^Patting is dcaac so when Oa numbs,Coot MO.team or gtoici Conon on MS lo app7coblb gag go ere a•emares Loading Condatont and Spars mel en:rds ENFIELD,CT C6C82 Curet.ma dnmust ro tm rad b vfmsea Qr2 I ed 4e9gnaror dadgn FS!esCatw 3a rega:tca krapptoval.Milo deo Vt aaanoa prodxt Iataua cn sccorang to tno manufactures spWacads= 860-745-3331 0 Roseburg N.RILEY CONST. 7-11-16 I'�1v.7ei, urg 98 STRAW AVE. 2:36pm A fittest Products canny utv NORTHAMPTON,MA 1 of I CS Bout 2316.3.0.33 kmEics h�tgtae4.13.181 ILa Mass a(t Oahe(541 Member Data Description: Member Type: Beam Application: Floor ' Top Lateral Bracing:Continuous Bottom Lateral Bracing: 0.00 Standard Load: Moisture Condition: Dry Building Code: SBC Live Load: 40 PLF Deflection Criteria: L/360 live, 11240 total Dead Load: 10 PLF Deck Connection:Nailed Member Weight: 8.3 PLF Filename: Beam1 Other Loads i TIP Trl. Other Dead i (Description) Side Begin End iMdth Start End Start End Category acement Uniform P T•• 0' 0.00" 12' 0.00" 0 100 live I Q 12 0 0 ., / 12 0 O �/ 1 Bearings and Reactions Input flan Gravity Gravity Location Type Material Length Required Reaction Uplift 1 0' 0.000" Wail SPF#1/#2 2x or 4x End-Grain(t15G si) 3.500 1.500" 633# — . r 2 12 0.000" Wall Steel 2000" 1.500" 633# — i Maximum Load Case Reactions wed Clef Pc47111g OMtoads(Zrmmtosstptos:anyttpmentum Dead 1 633# 2 633# Design spans If 8250~ Product: 2.0 Rigidlam LVL 1-314 x 9-1/2 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 1849. t 12603.`# 14% 6.06' Total Load D Shear 547.# 5786.# 9% 11.32' Total Load D i Max.Reaction 633.# 5250.# 12% 12' Total Load D TL Deflect on 0.0909" 0.5844" L/959+ 6.06'Total Load 4+L Corin* Tr.Deflection DOLS: Live l00% St w 115% Root*129% Win&IGO% slrmsori- AtrpadWsw s:atet�er:ftatKtrnamablea.mas SCOTT FLEURY 1- ......, -fie KELLY FRADET LUMBER cavyaq,i 1c)20%6 by Slatpson Ststespna eoe7psty tecAll.RIGHTS RESEavEo, 92 PROSPECT ST. -Pa:sigrsdowla.`ntothe thiuntas.box lobi.Nu=er}PIK sham WI this*Wry meds sophgtea dodon attics tet 1.4410.LAW:*co.:sans.Dad spars aged on 1111s ENFIELD.CT 06082 ramA.nmeg.by a 4.�1Dea1 Wanes erdasip,pmtaAeaal assptc:ea tarascsassi.14.dml51 sfsauapmdaa h uts:lama aeemakra to e a manWaeemfs 860.745-3331