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32C-063 (9) BBRS DRAFT Official Interpretation No. 2015_xx 2404.3.4 Sloped patterned glass. Patterned glass sloped more than 15 degrees (0.26 rad) from vertical in skylights, sunspaces, sloped roofs and other exterior applications shall be designed to resist the most critical of the combinations of loads from Section 2404.2. For Equations 24-2 and 24-3: F,< 1.0 Fe (Equation 24-10) For Equation 24-4: F,< 0.6F,e (Equation 24-11) where Fg= Total load on the glass. Fge=Nonfactored load from ASTM E 1300.'The value for patterned glass shall be based on the thinnest part of the glass. Interpolation between the nonfactored load charts in ASTM E 1300 shall be permitted. 2404.3.5 Vertical sandblasted glass. Sandblasted glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window walls, doors, and other exterior applications shall be designed to resist the wind loads in Section 1609 for components and cladding according to the following equation: F,< 0.5 FRe (Equation,24-12) where: Fg= Total load on the glass. Fg,=Nonfactored load from ASTM E 1300. The value for sandblasted glass is for moderate levels of sandblasting. 2404.4 Other designs. For designs outside the scope of this section, an analysis or test data for the specific installation shall be prepared by a registered design professional. 6 BBRS DRAFT Official Interpretation No. 2015_xx where: Fg,,,= Is the wind load on the glass computed per Section 1609. Fge=Nonfactored load from ASTM E 1300 using a thickness designation for monolithic glass that is not greater than the thickness of wired glass. 2404.3.2 Sloped wired glass. Wired glass sloped more than 15 degrees (0.26 rad) from vertical in skylights, sunspaces, sloped roofs and othe kterior applications shall be designed to resist the most critical of the combinations of loads from Section 2404.2. For Equations 24-2 and 24-3: FQ<0.5 F,e (Equation 24-7) For Equation 24-4: FQ< 0.3 Fie (Equation 24-8) where: Fg= Total load on the glass. Fge Nonfactored load from ASTM E 1300. 24 4.3.3 Vertic41"patterned glass. Patterned glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window walls, doors and other exterior applications shall be designed to resist the wind loads in Section 1609 for components and cladding according to the following equation: Fes, < 1.0 F,e (Equation 24-9) where: Fg,,, = Wind load on the glass computed per Section 1609. Fge=Nonfactored load from ASTM E 1300. The value for patterned glass shall be based on the thinnest part of the glass. Interpolation between nonfactored load charts in ASTM E 1300 shall be permitted. 5 BBRS DRAFT Official Interpretation No. 2015_xx D=Glass dead load psf(kN/m2). For glass sloped 30 degrees (0.52 rad) or less from horizontal, = 13 tg (For SI: 0.0245 tg). For glass sloped more than 30 degrees (0.52 rad) from horizontal, = 13 tg cos 0 (For SI: 0.0245 tg cos 0). Fg=Total load, psf(kN/m2) on glass. S = Snow load, psf(kN/m2) as determined in Section 1608. tg= Total glass thickness, inches (mm) of glass panes and plies. Wi=Inward wind force,psf(kN/m2) as calculated in Section 1609. Wo = Outward wind force, psf(kN/m2) as calculated irt:'Section 1609. 0 =Angle of slope from horizontal. Exception: Unit skylights shall be designed in accordance with Section 2405.5. The design of sloped glazing shall be based on the following equation: FQ<FQa (Equation 24-5) where: Fg=Total load on the glass determined from the load combinations above. Fga= Short duration load resistance of the glass as determined according to ASTM E 1300 for Equations 24-2 and 24-3; or the long duration load resistance of the glass as determined according to ASTM E 1300 for Equation 24-4. 2404.3 Wired, patterned and sandblasted glass. 2404.3.1 Vertical wired glass. Wired glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window walls, doors and other exterior applications shall be designed to resist the wind loads in Section 1609 for components and cladding according to the following equation: F,w< 0.5 FQ, (Equation 24-6) 4 BBRS DRAFT Official Interpretation No. 2015_xx 2403.2 Glass supports.Where one or more sides of any pane of glass are not firmly supported, or are subjected to unusual load conditions, detailed construction documents, detailed shop drawings and analysis or test data assuring safe performance for the specific installation shall be prepared by a registered design professional. 2403.3 Framing.To be considered firmly supported,the framing members for each individual pane of glass shall be designed so the deflection of the edge of the glass perpendicular to the glass pane shall not exceed 1/175 of the glass edge length or 3/4 inch (19.1 mm),whichever is less,when subjected to the larger of the positive or negative load where loads are combined as specified in Section 1605. SECTION 2404 WIND, SNOW, SEISMIC AND DEAD LOADS ON GLASS 2404.1 Vertical glass. Glass sloped 15 degrees (0.26 rad) or less from vertical in windows, curtain and window walls, doors and other exteriq applications shall be designed to resist the wind loads in Section 1609 for components and cladding. Glass in glazed curtain walls, glazed storefronts and glazed partitions shall meet the seismic requirements of ASCE 7, Section 13.5.9. The load resistance of glass under uniform load shall"be determined in accordance with ASTM E 1300. The design of vertical glazing shall be based on the following equation: FQ,,.<Fa (Equation 24-2;" " where: Fg,,,= Wind load on the glass computed in"accordance with Section 1609. Fga= Short duration load on the glass as determined in accordance with ASTM E 1300. 2404.2 Sloped glass. Glass sloped more than 15 degrees (0.26 rad) from vertical in skylights, sunrooms, sloped roofs and other exterior applications shall be designed to resist the most critical of the following combinations of loads. FQ = W,,-D (Equation 24-2) FQ = W, +D + 0.5 S (Equation 24-3) FQ =0.5 W, +D +S (Equation 24-4) where: 3 BBRS DRAFT Official Interpretation No. 2015_xx ANSWER 2: Yes. QUESTION 3: Based Sections 2403.2 & 2401.2, in all cases where storefront glazing is replaced, is design and or test documentation, demonstrating the structural adequacy of the glazing and silicone or frame or other supporting system, etc., always required? ANSWER 3:Yes. QUESTION 4: In light of the requirements of Chapter 24 are there ever any commercial building replacement glazing situations where supporting structural design calculations and/or test data is not required? ANSWER 4:Supporting structural design calculations and/or test data is always required. Code Analysis Path—OVERVIEW MA-amended IBC-09, Chapter 24 applies Chapt. 24, Section 2401.1: "Scope", notes that glazing in vertical and sloped applications is addressed. Chapt. 24,Section 2401.2:"Glazing Replacement", notes that the installation of replacement glass shall be as required for new installations. Chapt. 24,Section 2403.2 requires design or test documentation when one or more sides of a panel of glass is/are not firmly supported. Chapt. 241 Section 2403 3;A`,',Framing", defines what a firmly supported pane of glass shall be. Chapt 24,Section 2404, inclusive.provides wind, snow, seismic and dead load design criteria and references, as applicable the IBCStructural Chapter 16 and sub section 1609,ASCER-7 and ASTM E 1300. Code Analysis Path—DETAIL Starting first w/new construction requirements: 780 CMR, Chapter 24 "Glass&"Glazing" 2401.1 Scope.The provisions of this chapter shall govern the materials, design, construction and quality of glass, light-transmitting ceramic and light-transmitting plastic panels for exterior and interior use in both vertical and sloped applications in buildings and structures. 2401.2 Glazing replacement.The installation of replacement glass shall be as required for new installations. 2 BBRS DRAFT Official Interpretation No. 2015_xx BBRS DRAFT Official Interpretation No. 2015_xx Structural DESIGN Requirements/Considerations for Commercial Building NEW and REPLACEMENT Fenestration BACKGROUND The State Building Code (current 8th Edition) has a specific Chapter addressing commercial building glazing requirements but there is concern that these Code requirements may not be well understood and consequently not well-addressed, raising questions of structural life-safety performance. In more detail, Chapt. 24, Section 2404, inclusive,°provides wind, snow, seismic and dead load design criteria for all new construction commerciat'gtazing and 'references, as applicable,the IBC Structural Chapter 16 and sub section 1609, ASCE-7 and ASTM E 1300. Relative to existing commercial buildings, Chapt. 24, Section 2401.2: "Glazing Replacement", critically notes that the installation of replacement glass shall be as required for new installations. For "storefront" glazing where one or more sides of the large glazed panels is/are not firmly supported (in a frame) Chapt. 24,Section 2403.2 requires design or test documentation when one or more sides of a panel of glass'is/are?not firmly supported. The following QUESTIONS and ANSWERS are intended to provide clarity on glazing design requirements for new and existing commercial buildings. QUESTION 1:/ Does Section 2404, in conjunction w/Section 2401.2, as discussed above, apply to existing buildings where new fenestration units (frame and glazing) are intended? (in other words should the B/I be looking for structural analysis or test results demonstrating that replacement fenestration units—frame+glazing—are properly structurally designed and that associated anchorage of the unit to the building is also addressed)? ANSWER 1: Yes. QUESTION 2: For Glazing only replacements into an existing framing system, given that the Building Code now has updated wind, seismic and energy requirements, is the new glazing (glass-only) required to be designed for updated design conditions? 1 City of Northampton Mail-Hampton Court https://mail.google.com/mail/u/0/?ui=2&ik=39211afc3d&view=pt&se... Charles Miller<cmiller @northamptonma.gov> Hampton Court 1 message Walter Schmalenberg <walterschmalenberg @g mail.com> Mon, May 18, 2015 at 1:28 PM To: brian.choiniere @schohet.com, cmiller @northamptonma.gov, Yankee Glass <yankeeglass @g mail.com> Re: glass and frame specs to assistant building inspector Attn: Chuck Miller Hello Chuck, Yankee Glass LLC will be installing the following components to the ground floor openings at the Hampton Court. Aluminum Entrances: 5" Wide Stile Doors with 8" Bottom Rails, Push/Pull Hardware ( 10" Pulls), 3 Butt Hinges per Leaf, and Surface Closers. Storefront Framing: Shall be 2"X 4 1/2", Center Set, Thermally Broken Framing, Factory Anodized Finish (Bronze), Air Infiltration: - .06 CFM/SQ FT, Static Water: 10 PSF, U-Factor= 0.63 Insulating Glass: 1" IGUs, 1/4" Clear Tempered, 1/2" Bronze Air Space, 1/4" Pilkington Energy Advantage Low-e#3 surface. Light Transmittance: 73%, Solar Energy Reflectance: 14%, UV Transmittance: 37%, U-Value: .33, Solar Heat Gain: .67 Hopefully this answers your questions, Respectfully, Walter Schmalenberg Estimator Yankee Glass LLC 1 of 1 5/18/2015 1:59 PM Yankee Glass LLC 39 W State St Granby MA 01033 Phone (413)537-6511 Fax (413) 467-1744 Commissioner Hasbrouck Subject: Request for Waiver May IS 2015 request that you grant a modificatioll to waive the requirement for control construction for the Hampton Court Apartments at 20 Hampton Avenue in Northampton -NIA 01060 because the work is of a minor nature, will not affect health, accessibility. life and fire safety, or structural requirments and is impractical in that the cost of control- Construction is considerable when compared to the cost of the proposed work. All work will he completed within the prescriptive requirements of 780 CMR- Thank You for your consideration. "Mass A rnendnients, sections 107.1. allows for an exclusion construction for this project", from control Respectfully. Roy S ourin./ 'resident - Yankee G lass LLC 39 W State St Granby TNIA 01033 < ' The Commonwealth of Massachusetts Department of Industrial Accidents a Office of Lzvestigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leaibly Name (Business/Organization/Individual): Address: City/State/Zip: Phone#: Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 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. _J 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.: required.] 5• ❑ We are a corporation and its 10.El 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 12.7 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 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 isproviding workers'compensation insurance for my employees. Below is thepolicy andjob site information. hnsurance 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 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 hereby certify under the pains and penalties of perjury that the information provided above is true and correct. �ianature: Date- Phone#: Of 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#: Versionl.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 1110.11) Independent Structural Engineering Structural Peer Review Required Yes No SECTION 11 -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 ._._..._:.. ....... _ . r__..: 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 penaltles,of perjury Print Name _... , ...._...._.. .._ Signature of Owner/Agent Date SECTION 12-CONSTRUCTION:SERVICES - 101 Licensed Construction Supervisor Not Applicable ❑ _ L ..._. Name of License Holder: t..� o''`. ..v�5. .........�!......a {1 _ _.. ... , .. _ .._ .... ��'.�. . .l A License Number Address Expiration Date S ure Telephone S Cl �N -WORKERS':COMPENSATION"INSURANCE AFFIDAVIT(M G.L.c:152;§25C(6)1 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 0 No 0 '4�l-l"14411 ® CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DO24/ � 4/24/15 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). PRODUCER NAME CT Denise M Blais Metras Insurance Agency, Inc. PHONE r 413 536-1491 FAX No; (413) 532-8522 2030 Memorial Drive ADDRESS: dblais @metrasinsurance.com Chicopee, MA 01020 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA:Main Street America INSURED INSURER B:Travelers Yankee Glass, LLC INSURERC: Roy Sabourin INSURER D: 39 A West State Street INSURER E: _ Granby, MA 01033 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY 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� ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR TYPE OF INSURANCE POLICY NUMBER MMIDD/Y MMIDDIYYYY A GENERALLIABILITY BPT7356N 5/9/14 5/9/15 EACHOCCURRENCE $ 1,000,000 DAMAGE TO RENTED $ 500 000 COMMERCIAL GENERAL LIABILITY PREMISES(Ea rrencw CLAIMS-MADE [�OCCUR ME EXP(Arty one person) $ 10,000 PERSONAL&ADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 _ GEN'LAGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOPAGG $ 2,000,000 POLICY PRO LOC $ A AUTOMOBILE LIABILITY MlTO027G 10/1/14 10/1/15 COMBINED SINGLE $ 1,000,000 BODILY INJURY(Per person) $ ANY AUTO ALLOWPED SCHEDULED BODILYINJURY(Peraccident) $ AUTOS X AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS _AUTOS Per accident A X UMBRELLALIAB OCCUR CUT7356N 8/8/14 8/8/15 EACH OCCURRENCE $ 2,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED RETENTION$ $ B WORKERS COMPENSATION UB8423X55-0-14 4/15/14 4/15/15 1 WCSTA7U- X I OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y NIA E.L.EACH ACODENT $ 500,000 OFFICE RIME MEER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 Ifrs,describeunder E.L.DISEASE-POL ICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS below B Workers Compensation UB8423X55-0-14 4/15/15 4/15/16 Each Accident 500,000 & Employers Liability Each Employee 500,000 PolicV Limit 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is regui red) Hampton Housing Associates LLP, The Schochet Companies, Federal Management Co. Inc. and Schochet Associates have all been named as additional insureds. Project address: 20 Hampton Ave. Northampton MA 01060 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Hampton Housing Assoc's, LLP ACCORDANCE WITH THE POLICY PROVISIONS. 536 Granite Street Suite 300 AUTHORIZED REPRESENTATIVE Braintree, MA 02184 Denise M Blais ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Phone: Fax: E-Mail: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations , l� e. 600 Washington Street. Boston,MA 02111 b www Inass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Cont ractors/Electricians/Plumbers Applicant Information / Please Print Legibly Name(Business/Organization/Individual): SG 't'1.1A'1dLQt� Address: 5 (���1vL1+ S.s:. j_ .ra l City/State/Zip: 1-4.r 1)V� Phone#. Are you an employer?Check�the appropriate box: Type of project(required): 1. I am a.employer with -1. 4. ❑ I am a general contractor and I �_ 6. [:]New construction employees(full and/or part-time).' have hired the sub-contractors El m am a sole proprietor or partner- listed on the attached sheet. 7. E]Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for mein any capacity. employees and have workers' 9. [J BuiIdine addition [No workers'comp.insurance comp.insurance.* required.) - 5. ❑ We are a corporation and its 10.El Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I LEJ Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c.152,§1(4),and we have no Li.❑Other employees.[No workers' comp.insurance required.] •Any applicant that checks boa X 1 trout also fill out the section below showing their workcrs'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 nary a of the sub-contractors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy nutrtber. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information Insurance Company Name: —A X4 0 Policy#or Self-ins.Lic.#: 6366,1.r/ 7 3 Expiration Date: �? Job Site Address: � . 1t7�1 !'✓��Yl S�tr City/State/Zip: o. �twc.�t*�Tl ©l�G�U 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 hereby certify under and penalties of perjury that the information provided above is true and correct tanature: Date: Phone#: / �Z=� 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#: Versionl.7 Commercial Building Permit May 15,2000 SECTION 10;S TRUCrTl3.)2gL.,P�ER'RE�/�EW(780 CMii FF79 1�) Independent Structural Engineering Structural Peer Review Required Yes No 0 SECTION 11-OWNERAUTHORUATIOPf TO BE COMPLETED WHl OWNERS AGENT OR'CONTRACTOR"APPEIES FOR BuILDINGa PERMIT C u-- --- __._.._.__...__�__ ____._..._-.___-:,as Owner of the subject property hereby authorize L__._ ln�: act on my behalf,in all matters relative to work authorized by this building permif.application. .Signature of Owner Date .. _ i / •, i n ,7 . �_ r1�71 __ ,S,j_4L►f ' r ^ S�l�V 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 peaury- ,�,����; - - _ _-_._,-•�.___...__ _._._....�___._ �f Print Name I $ignatu of OwnedAg nt Da(a SECTION.12-CONSTRUCTION:SERVICES" ton—Licensed Construction Supervisor: Not Applicable ❑ Name of LicenseHolder:t.— License Number � ._....� ��t�.' �'•-----•.;�---C�.fi��ice'to �� I.=_� ��..w��'__��V..........4 Address 71 __ Expiration Date- - � r--•�----'_"W"" i g re Telephone ` t;.. S CTION�3VQRKERS�;GOMQEIVSATION INSURANCE AFFIDL�IfkTNf`G L;c 162tQ 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 0 No 0 Version 1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTIOWSERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL..PURSUANT TO 780 CMR;116(CONTAINING MORE THAN 35,000 C.F.OF EKLOSED SPACE) 9.1 Registered Architect: Not Applicable ❑ Name(Registrant) _.......... ......._....... _.. Registration Number Address _ Expiration Date i Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number ....:..... _,: Signature Telephone Expiration Date Name Area of Responsibility Address RgLstration Number Signature Telephone Expiration Date Name Area ofRes Responsibility _. ,___._,. P ibility i j � [ Address Registration Number .................. Signature Telephone Expiration Date ... ....... .. Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 3 General Contractor ��G.✓1.KC.� ... � 1?J L1 Not Applicable ❑ Company Na e j\A1 'e . LI1�ti1C11t✓Il ��^(�. __ s" Responsible In Chbrge of Construction 1 Address_ ignature Telephone Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING- Existing Proposed Required by Zoning This column to re filled in by Building Department LotSize _._.,. ... ..._ ._,. _._.._. .. ....., ._._._.._. _.. . ? Frontage ....._ . ..... .._._. _........__ _ ......... ...< .,.., ., ._ Setbacks Front Side L. _ ... R.' _s L. ............ R.: _.._.__.. :_._ .._,_... Rear _.... _I Building Height Bldg. Square Footage 3..._... % Open Space Footage ._._ % (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 0 DONT KNOW 0 YES 0 :]EYES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW mYES _m0... IF YES: enter Book ' Page! and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW 0 YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Obtained Date Issued C. Do any signs exist on the property? YES NO IF YES, describe size, type and location: ... .... .... ..... .......... D. Are there any proposed changes to or additions of signs intended for the property ? YES 0 NO 0 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 0 NO 0 IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version 1.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAM 35,000 CUBIC FEET OF ENCLOSED SPACE -- Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alterat' n ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other ❑ Brief Descri ion Enter a brief description here. c Of Propose Work: 1".0 rl fS...._.Q+_....�.I S .ej SECTION 5- OUP AND'CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 16 ❑ B Business ❑ 2A ❑ E Educational ❑ 2B - f ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ - 3A ❑ I Institutional ❑ I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 58 ❑ U Utility ❑ Specify:, M Mixed Use ❑ Specify S Special Use E-1 Specify: w.. .. COMPLETETHIS SECTION IF EXISTING BUILDING UNDERGOING:RENOVATIONS,ADDITIONS AND/OR'CHANGE IN USE Existing Use Group ' Proposed Use Group: Existing Hazard Index 780 CMR 34):. _..,,._. __._.,.. Proposed Hazard Index 780 CMR 34): , SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1 St St 1 2nd — _,.. 2nd 3rd ..:. ,...._.._, . ..__......... ...,..,.... .,.., 3rd 4th 4th Total Area (sf) Total Proposed New Construction(sf) ......... Total Height(ft) j Total Height ft 7.Water Supply(M.G.L. c.40,§54) 7.1 Flood_Zone Information: 7.3 Sewage Disposal System: Public ❑ Private ❑ Zone: Outside Flood Zone[] Municipal ❑ On site disposal system❑ Version 1.7 Commercial Building Permit May 15,2000 Departure,t.use,onl City of Northampton status of,Permit Building Department Curb cut/Drlrreway Pertnrt 212 Main Street Sewer/SepticAvailability Room 100 WaterlVllell Availablhfy, Northampton, MA 01060 Two is of Sfructural f lans phone 413-587-1240 Fax 413-587-1272 PloUsite Plans` Other Specify- APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to.be completed byoffice Map Lot Unit Zone Overlay District Elm St:District CB District SECTION 2-'PROPERTY OWNERSHIP/AUTH'ORIZED AGENT 2.1 Owner of Record Name(Print) ° - Current Mailing Address i ature Telephone 2.2 Autho ized Agent: - ..........................._......._.... . ._..._,. ._.._._. ... Name(Print) Current Mailing Address gnature Telephone SECTION 3 'ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building ( I a):(� (a)Building Permit Fee 1 r...,1.0 _+..... 2. Electrical (b) Estimated'Tctal,Cost of Construction from 6 _..... 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) _. _.. ._... ,... 5. Fire Protection 6. Total=0 +2+3+4+5) -Check Number This Section For Official Use Only Building Permit Number Date Issued Signature:_ Building Commissioner/Inspector,of Buildings Date - Version 1.7 Commercial Building.Permit May 15,2000 City; f Northampton . status of Pe�rtlt ,; �' ,w r� Fr 5"MAY Bak+ ing Department Rur'b ,I $ v Main Street sewer/sephFylvarlabrit3y&�� r`t � r Room 100 Waterlf}1fe11A�ratla ilif r� " Electric, Plumbing&Gas Ins pton, MA 01060 Two Sets nf,Structura[Pians t �� r°�ti Northampton, hone(413-58 -1240 Fax 413-587-1272 PIQt/Sitre P,Can £ " k 1 } Others eett e ", , r i APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR'OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1-SITE INFORMATION 1.1 Property Address; be office This section.to. completed by o lL�rn.Lt .1 C:> t' I Map Lot Unit Zone Overlay District Distract Cie District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGEi�1T•. e 2.1 Owner of Record: Name(Print) Current Mailing Address: �r=+rc1• i7 L ' i atun /, Telephone 2.2 Authorzed Agent: Name(Print) Current Mailing Address_. gnature Telephone e—SECTION ES;TIMATEDrCONSTRCIGTION COSTS>' Item Estimated Cost(Dollars)to be Official Use.Qnly completed by ermit applicant 1. Building (}D (a B ulfdirig Permit Fee j L_1.L0_. - _ 2. Electrical EshmatOcl Total'_Cost:of r 3. Plumbing i r .BurldtagPermltFee 4. Mechanical(HVAC) 5.Fire Protection L i 6. Total=(1+2+3+4+5) 1..CheckN6mber This.SectiwvFoi'Officlal UTse'bni Building Permit Number Date= .13sued Signature;._ - Building Commissionerllnspector of Buildings Date File#BP-2015-1129 APPLICANT/CONTACT PERSON YANKEE GLASS LLC ADDRESS/PHONE 39 A WEST STATE ST GRANBY01033 (413)537-6511 PROPERTY LOCATION 20 HAMPTON AVE MAP 32C PARCEL 063 001 ZONE CB000) THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid Typeof Construction:_REPLACE STOREFRONTS New Construction Non Structural interior renovations Addition to Existina Accessory Structure Building Plans Included: Owner/Statement or License 061343 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: _4,!�`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 D lijo 4,Delay Sig e of Buil mg Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. * Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 20 HAMPTON AVE BP-2015-1129 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 32C-063 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-2015-1129 Project# JS-2015-002130 Est. Cost: $117406.00 Fee: $702.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: YANKEE GLASS LLC 061343 Lot Size(sq. ft.): 9278.28 Owner: HAMPTON HOUSING ASSOCIATES LIMITED PARTNERSHIP Zoning: CB(100)/ Applicant: YANKEE GLASS LLC AT. 20 HAMPTON AVE Applicant_Address: Phone: Insurance: 39 A WEST STATE ST (413) 537-6511 WC GRANBYMA01033 ISSUED ON.511912015 0:00:00 TO PERFORM THE FOLLOWING WORK.-REPLACE STOREFRONTS 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 Sisnature: FeeType: Date Paid: Amount: Building 5/19/2015 0:00:00 $702.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner