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31B-004
60(1.5 ;d CNEC PIS GO N D 1116 N� CHECK- WS T cA IM Ce4N i)l cuji File#BP-2018-0592 • p c t-teC(t., D l w APPLICANT/CONTACT PERSON CROCKER BUILDING CO INC V OAECA — p,(t O ADDRESS/PHONE 186 STAFFORD ST SPRINGFIELD (413)737-7803 PROPERTY LOCATION 46 g rL� t 1 MAP 31B PARCEL 004 001 ZONE URC(100)/ p f r 1 t THIS SECTION FOR OFFICIAL USE ONLY: pr2.91Cef� PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid }� 4s) Building Permit Filled out ti Fee Paid Typeof Construction: RENOVATION 0 H HALL,REMOVE&REPLACE KITCHEN WITH A NEW STRUCTURE,CONVERT BUILDING FOR USE BY THE CHECK WRITERS CO New Construction Non Structural interior renovations Addition to Existing_ Accessory Structure Building Plans Included: Owner/Statement or License 067805 • 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON /,gip INFO,MATION PRESENTED: f o'T! -PMAi f All ga 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 /JJ 2 eltiltioek ;Ieiig Signature of Building 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. CEIVED Version .7 flk1 My 15,2000 Deparment use onlCity of Northamto of ermit: DEPT OF BUILDING INSP Building Depart ent NOTn AMPTON,MAC riveway Permit - 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Northampton, MA 01060 Two Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plot/Site 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 8P-(E-5'61z. 1.1 Property Address: This section to be completed by office 46 Round Hill Road Map .3 hi / L Lot GO Unit Northampton MA Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: 1924 LLC 333 Elm Street, West Springfield MA, 01089 Name(Print) Current Mailing Address: Signature �� .�- Telephone 4//3 _ 7 7 V_ /d�"/ 2.2 Authorized Agent: Max Hebert 46 Round Hill Road Northampton Name(Print) Current Mailing Address: (413) 896-3019 Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a) Building Permit Fee 2. Electrical (b) Estimated Tot Cost of $ 5 s�� Construction rom (6) i 3. Plumbing Building Permit e 4. Mechanical(HVAC) 5. Fire Protection .� {� 6. Total=(1 +2+3+4+5) �(T rJ e �7 c Check ber 43G ` - _aQ 717 This Section For Official Use r--- Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations El Existing Wall Signs ❑ Demolition❑ Repairs 0 Additions 0 Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing 0 Change of Use❑✓ Other ❑ Brief Description Renovation of Gaiwith Hall. remove and replace the 1960 kitchen with a new structure. Of Proposed Work: Convert the building for use by the CheckWriters company. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 0 A-3 ❑ 1A I 0 ❑ A-4 ❑ A-5 ❑ 1 B ❑ B Business 0 2A ❑ E Educational ❑ 2B I ❑ F Factory 0 F-1 0 F-2 0 I 2C ❑ H High Hazard ❑ 3A ❑ I Institutional 0 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B CI M Mercantile ❑ 4 ❑ R Residential ❑ R-1 0 R-2 0 R-3 ❑ 5A ❑ S Storage 0 S-1 0 S-2 0 _ 5B El U Utility ❑ Specify: See attached code review 0 M Mixed Use 0 Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS, ADDITIONS AND/OR CHANGE IN USE Existing Use Group: R Proposed Use Group: B and A3 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) 1st 12,725 1 S' 12,725 2nd 12,847 2�d 12,847 3rd 9,346 3rd 9,346 4th 4m Total Area(sf) 44,508 Total Proposed New Construction (sf) 44,508 Total Height(ft) 47 Total Height ft 47 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 0 On site disposal system 0 Version1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to he tilled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg. Square Footage Open Space Footage (Lot area minus bldg&paved parking) #of Parking Spaces Fill: (volume&Location) see approved Site A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO 0 DON'T KNOW 0 YES O IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW 0 YES Q IF YES: enter Book Page and/or Document # B. Does the site contain a brook, body of water or wetlands? NO O 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 O 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: Sign under separate permit 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 O IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15, 2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES -FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: .T�-ONA a� 1as Not Applicable ❑ a 1-�cc��'t'�C'1'S Name(Registrant): 119 Pleasant Street Northampton MA, 01060 Registration Number Address 1 / t , Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): GNCB Name Area of Responsibility 130 Elm Street, Old Saybrook CT, 05475 Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor Crocker Building Company Inc. Not Applicable 0 Company Name: Bill Crocker Responsible In Charge of Construction 186 Stafford St Springfield MA 01104 Add ss 737-7803 Signature Telephone Versionl.7 Commercial Building Permit May 15, 2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes O No O SECTION 11 -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 I, ZW/✓I//S /7`C �1 iti 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. S4MX s /7% "'7 Print Name / �/ -i �/ . / � / Z-I --1 Sig ture of Owner/Agent Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: William Crocker Jr. CS-067805 License Number 186 Stafford St Springfield MA 01104 04/19/2018 Address Expiration Date A7),>;./d//(413) 737-7803 Signature Telephone SECTION 13-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 0 No 0 Initial Construction Control Document vl 1, To be submitted with the building permit application by a ail Registered Design Professional I_ E t for work per the 8th edition of the so," Massachusetts State Building Code, 780 CMR, Section 107.6.2 Renovations and additions to Project Title: Gawith Hall Date: 3/7/17 Property Address: Round Hill Road, Northampton, MA Project: Check one or both as applicable: ::..:! New construction Existing Construction Project description: Renovations to existing building, removal of 1960's kitchen addition. Construction of new addition on the same footprint of the 60's addition Thomas Douglas MA Registration Number: 8944 Expiration date: Aug 2017 am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ] Entire Project [x] Architectural [ ] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept,shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a 'Final Construction Control Document'. lto Ascy,. Enter in the space to the right a"wet"or electronic signature and seal: Mo. 4, ' rmara � Phone number: 413 585 0641 Email: douglas@tdouglasarchitects.corn Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Massachusetts Department of Public Safety Vr Board of Building Regulations and Standards License: CS-067805 Construction Supervisor WILLIAM D CROCKER,JR 36 SPRINGFIELD ST WILBRAHAM MA 01095; r•••••17,1/4,A _ Expiration: Commissioner 04/19/2018 �.....4, CROCBUI-01 NINA ACORO DATE(MM/DD/YYYY) ‘,.......--- CERTIFICATE OF LIABILITY INSURANCE 11/29/2017 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). CONTACT Angela DiAugustino PRODUCER NAME: Phillips Insurance Agency,Inc. PHOE 97 Center Street (A/CNNo,Eat):(413)594-5984 FAX No):(413)592-8499 E-MAIL an ela hilli sinsurance.com Chicopee,MA 01013 ADDRESS: 9 @P p I INSURER(S)AFFORDING COVERAGE + NAICN INSURER A:West American Insurance Co. 144393_ INSURED INSURER a;Ohio Security Insurance Co 124082__.. Crocker Building Company Inc INSURER C:Ohio Casualty 124074 186 Stafford St INSURER D: I Springfield,MA 01104 INSURER E: .__._.----- 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 TYPE OF INSURANCE ADDL;SUBR'. POLICY NUMBER /YPOLICY EFF POLICY EXP LIMITS LTR INSD WVD IMM/DD/YYYYI IMM/DDYYYI 1,000,000 A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE I X ' OCCUR DAMAGE TO RENTED 300,000 iBKW57699399 04/01/2017 04/01/2018 _pREMISES_(E�9Qcurrence)_ $ r MED EXP(Any one person) - $ 5,000 PERSONAL S ADV INJURY 5 1'000'000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 l I 2,000,000 POLICY I_X j�T El LOC PRODUCTS-COMP/OP AGG $____ -_-- OTHER: '$ i COMBINED SINGLE LIMIT i 1,000,000 B AUTO MOBILE LIABILITY (Ea accidel ;s X ANY AUTO BAS57699399 04/01/2017 04/01/2018 BODILY INJURY(Peg person) $ AUTOS HIRED ONLY AUTOS NON-OWNED ONLOY BODILY INJURY(Per accident) $ TO UT OWNED SCHEDULED AUTOS ONLY A PROPERTY acad nt DAMAGE 5 $ C X UMBRELLA LIAB X OCCUR I EACH OCCURRENCE $ 10,000,000 EXCESS LIAB I CLAIMS-MADE US057699399 04/01/2017 04/01/2018 10,000,000 AGGREGATE 5 DED X RETENTION$ 10,000 $ C :WORKERS COMPENSATION y PR X PEATUTE 0TH rANDEMPLOYERS'LIABILITY YIN 1 XW057699399 04/01/2017 04/01/2018 1,000,000 I ANY PROPRIETOR/PARTNER/EXECUTIVE I N I N/A E.L.EACH ACCIDENT 5 OFFICER/MEMBER EXCLUDED? 1,000 000 (Mandatory In NH) E.L.DISEASE_EA EMPLOYEE 5 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Rented/Leased Equi I ' BKW57699399 04/01/2017 04/01/2018 Rented Eq 200,000 I DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space is required) RE:Renovation and construction for CheckWriters 46 Round Hill Road CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN City of Northampton ACCORDANCE WITH THE POLICY PROVISIONS. 212 Main Street Northampton,MA 01060 AUTHORIZED REPRESENTATIVE 7Ji✓L"y7i: I,,,,,, ' ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts _ Department of Industrial Accidents t=, � l Office of Investigations 1 Congress Street, Suite 100 _'': 1=- Boston, MA 02114-2017 �, www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information � Please Print Legibly C)Name (Business/Organization/Individual): ( \C2Q _ c l ` t -o)Aa.-y -1,-C. Address: 1 BC, S' aiFcxA S:c,.,, City/State/Zip: c- . A.. Phone #: 4l f3 • 737• '2803 Are you an employer? Check the appropriate box: Type of project(required): 1.N I am a employer with Za 4. ❑ I am a general contractor and I employees (full and/or part-time).* have hired the sub-contractors 6. PS.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' 9. El Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.0 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 12.0 Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.0 Other comp. insurance required.] *My 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. tContractors 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: Z,4 er7N) Nku,u.d\ i 4Su C. .e e �' ,•QA...y — Policy#or Self-ins. Lic. #: X'.'- S'71.,49 g94 Expiration Date: `i/i/2019 Job Site Address: Y 6 au-AZ%..\\ cet• "e ,•,5 N City/State/Zip: MA C>‘O 60 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 certi under the pains an enalties of perjury that the information provided above is true and correct. Signature: Date: ///22/7d/2' Phone#: V/3- 73 7- 7 903 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#: Pagel o Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 CODE REVIEW November 28, 2017 Gawith Hall, Round Hill Road, Northampton, MA Applicable Building Code: MA 780 CMR Eighth Addition IBC, IEBC International EXISTING Building Code, 2009 ZONING DISTRICT: PROPOSED RENOVATIONS: PROJECT DESCRIPTION: • Renovate the existing former residence hall for Clarke School for the Deaf. • Change the use of the building to Office use. • Renovations of the building will include 1. All Floors: a. Remove non-fire rated acoustic tile ceiling and lighting, and all framed walls. Install new sheetrock walls and ceilings throughout. b. Install new steel structure in place of interior bearing walls. Upgrade interior framing as necessary. c. Remove 1 existing egress stair. Remove enclosing walls around a second egress stair turning it into a supplemental stair. Maintain and upgrade as necessary 2 existing enclosed egress stairs. d. Install new paint, finish flooring, millwork e. Install new windows. f. Install new kitchenette and bath cabinetry, plumbing and lighting. g. Install new electrical, plumbing, and HVAC system. h. Install new and modify existing fire alarm systems i. Install new sprinkler system j. Construct a new addition in place of the existing attached 1970's commercial kitchen building. Construction type will be type 36, brick veneer. 2. Roof: a. Repair as necessary existing framing and roofing. 1 of 9 out:blank 11/3 0/2C Page2o Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413 585 0641 • According to the IEBC this renovation is being reviewed as: Prescriptive Compliance Method, Chapter 3 303 Additions, 303 Alterations: Alterations and additions to any building or structure shall comply with the requirements of the IBC code for new construction. 303.3 Existing Structural elements: see attached structural review. 307 Change of Occupancy: This section requires that the provisions of the IBC code for new construction be applied to an existing structure having a new occupancy. 308 Historic Buildings: "The provisions of this code relating to the construction, repair, alteration, addition, restoration, and movement of structures, and change of occupancy shall not be mandatory for historic buildings where such buildings are judged by the building official to not constitute a distinct life safety hazard. This building qualifies as a historic structure. • Use Groups, Section 310 Change from Group R to mixed, non-separated, B (Business offices) and A3 (lecture room). (A3 section 303, B Section 304). A3 use is for a large conference/training room for this tenant's employee uses. • Construction Type 3B • Sprinkler System The entire building will be fully sprinkled with a NFPA 13 system An independent Sprinkler Vendor will supply the final sprinkler plans and system specifications. • Fire and Smoke Alarm & Detection A manual fire alarm system and an automatic smoke detection system will be installed throughout the building. An independent Fire Alarm Vendor will supply the final alarm plan and device specifications. • Mechanical, Electrical and Plumbing A licensed engineer for each trade will supply the final plans and specifications for MEP work. • Seismic Zone See structural code review and drawings from GNCB. • Maximum Allowable Height/Area (section 503-506) 2 of 9 out:blank 11/30/2C Page3o Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 • Section 504.2, Automatic sprinkler increase, states that for Group B buildings equipped throughout with an approved sprinkler system in accordance with Section 903.3.1.1 (an NFPA 13 system) the maximum building height is increased by 20 feet and maximum number of stories is increased by 1 story. • Section 506.1 and 506.2 and 506.3, Area Limitations states that building areas limited by table 503 shall be permitted to be increased due to frontage and automatic sprinkler systems. With allowable increases, Type 3B construction allows a building up to 61,750 square feet per floor. The largest floor of this building is 12,847 square feet. The building is in compliance with height and area requirements. • The building is categorized as a 3-story building plus a basement. Maximum Allowable Height/Area Type 3B With NFPA 13 sprinklers (section 503-506) Use: B for calculations Maximum Height Allowed 3 story, 40 feet Maximum Area Allowed 19,000 sf Height Increase per 506 Sprinklers & 4 stories, 60 feet (new allowed) frontage Area Increase per 506 Sprinklers & 61,750 sf (new allowed) For one floor plate frontage Proposed Areas by Floor, gross Basement: 9,590 First Floor 12,725 Second Floor 12,847 Third Floor 9,346 Total 44,508 Proposed Height 3 story, 47'-4" tall Proposed largest floor plate Second floor 12,847 This is less than the 61,750 maximum floor plate area. 3 of 9 out:blank 11/30/2C Page 4 o Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 Fire Resistive Required Types of Building Element Type 3B Construction, Table 601 & 602 Primary Structural Frame 0 Bearing walls, Exterior 2 Bearing walls, Interior 0 Nonbearing walls and partitions, exterior 0 Nonbearing walls and partitions, interior 0 Floor construction and secondary members 0 Roof construction and secondary members 0 • Occupant load: Proposed tenant: Use Area per Area Total occupants Total occupant allowed (100 sq.ft. occupants per person, gross) proposed by owner: Business B 100 gross 44,508 350 150 • Toilet Calculations: Proposed tenant: Total Each sex Women, required: Men, required: 1 per Total occupants 1 per 20 occupants. 25 occupants. toilets proposed by Toilets proposed by Toilets proposed by proposed: owner owner: owner: 150 75 9 8 17 1 private bathroom 508.4 707.3.8 Separated Occupancies, 508.3 Non-Separated Occupancies, There is 1 proposed type of occupancy in this building. The A use in the large conference room is an accessory use and is less than 10% of the total building areas. 4 of 9 out:blank 11/30/2C Page5o Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 508.4.2: Allowable building area: In each story, the building area shall be such that the sum of the ratios of the actual building area of each separated occupancy divided by the allowable building area of each separated occupancy shall not exceed 1. This building is in compliance with this section. FIRE SEPARATIONS: Table 508.2.5 Incidental Accessory Occupancies • 508.2.5 Basement mechanical areas: Furnace rooms where any piece of equipment is over 400,000 Btu per hour input: 1 hour separation or automatic fire extinguishing system. The room must resist the passage of smoke. Smoke dampers are acceptable. No equipment this size is specified. • Laundry rooms over 100 square feet: a 1-hour fire separation or sprinklers are required. No Laundry rooms are specified. Table 508.4 Required Separation of Occupancies • With a NFPA 13 sprinkler system and type 3B construction: • Fire separations required between B uses: None Required • Interior Stairway enclosures (1019): 1 hour for stairs connecting less than 4 stories. 2 hour for stairs connecting 4 stories or more. The existing egress stairs meet this requirement with 1 inch of plaster both sides and terra cotta brick wall construction. 1018 Corridors Corridors shall be fire resistance rated according to table 1018.1 . There are no egress corridors for this project. 707.8 Penetrations: permitted by section 1022.4 1022.4 Penetrations into and openings through an exit enclosure are prohibited except for required exit doors, equipment and duct work necessary for independent ventilation or pressurization, sprinkler piping, standpipes, and electrical raceways serving the exit enclosure. 1207 Sound Transmission • Not regulated 5 of 9 out:blank 11/3 0/2C Page 6 0 Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 Means of Egress Two means of egress are required for this project. 1021.1 (less than 500 occupants). There are 4 existing egress stairs. 1. We propose to remove 1 existing egress stair. 2. We will remove the enclosing walls around a second egress stair turning it into a supplemental stair. 3. We will maintain and upgrade as necessary 2 existing enclosed egress stairs. Section 1009.1 prescribes that the width of an interior stairway cannot be less than 44 inches 1009.1 Exception 1 allows a reduction in width to 36 inches if serving an occupant load of less than 50. There will not be any stairs in this project that are less than 44" wide. 1118.2 Corridor Width The required corridor width for this project (with an occupancy of less than 50) is 36". The are no egress corridors in this project. 1018.4 Dead ends With an NFPA 13 automatic sprinkler system, dead end corridors are limited to 50 feet. This project does not have dead end corridors exceeding 50 feet. 1016.1 Travel Distance For stories requiring two means of egress: Travel Distance With NO With sprinkler Proposed max travel (1016.1) sprinkler System distance System B use, Bsmt floor 300' 74 feet B use 1st floor 300' 74 feet B use, 2nd floor 300' 80 feet B use 3rd floors 300' 50 feet 1012.2 Handrail height and existing stairways All new stair handrails in this project will be built to the proper height between 34" and 38". Section (6)307.3 Section 307 (Change of Occupancy) and Section 303 (Alterations) of the IEBC states that handrails otherwise required to comply with Section 1009.12 of the IBC shall not be required to comply with the requirements of 1012.6 of the IBC regarding full extension of the handrails where such extensions would 6 of 9 out:blank 11/30/2C Page7o Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 be hazardous due to plan configurations. An existing stairway shall not be required to comply with the requirements of Section 1009 of the IBC where the existing space and construction does not allow a reduction in pitch or slope. 1022 Exit Enclosures Interior exit stairways and interior exit ramps shall be enclosed with Fire Barriers constructed in accordance with 707. Exit enclosures shall have a fire resistance rating of not less than 1 hour where connecting less than 4 stories. This proposed project will have existing exit stairs connecting less than 4 stories. There are 2 existing stairs which will remain. They are currently in a 2-hour rated enclosure and will remain as a 2-hour enclosure. There are existing fire labled doors with wire glass panels. We propose to keep these doors in place. Stairway Doors: 1008.1.9.10, Fire Doors, Opening Protectives: 715.4, 1022.3, 1022.4 Table 715.4 For a 1 hour rated fire barrier wall that is a shaft, exit enclosure, or exit passageway, the fire doors in this wall shall have a minimum rating of 1 hour. The existing wall enclosures are more than 1 hour rated and the doors are 1 hour doors with 100 sq. inch wire glass panels as allowed in Table 715.5.4 1010.9 Edge protection for ramps is required. There is a new ramped entry proposed. 1208.2 Minimum Ceiling Height requirements Minimum required ceiling height: 7'-6" If any room in a building has a sloped ceiling, the prescribed ceiling height for the room is required in of the area. Any portion of the room measuring less than 5 feet from the finished floor to the ceiling shall not be included in any computation of the minimum area thereof. All ceilings in this project will meet the ceiling height requirements. 805.2 Means of Egress Lighting Means of egress lighting will be installed throughout the entire building 805.3 Exit signs Means of egress throughout the entire building will have new exit signs installed. 7 of 9 out:blank 11/3 0/2C • Page 8 o • Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 705.4.2 Door swing. All means of egress doors will swing in the direction of travel. 1008.1.10, 705.4.4 Panic hardware: Will be installed on all exits. Chapter 9 Fire Protection Systems: • 903.2 Group B: An automatic sprinkler system shall be provided throughout all this entire building. The fire alarm vendor will supply a fire alarm narrative. 711 Energy Conservation We proposed to insulate all roofs. We are keeping existing windows (approximately 15 year old with insulated glass) in the existing building and installing new compliant windows in the addition. Most but not all of the exterior walls will be furred out and insulated, however a few walls will remain as exposed brick. This is either a mandated requirement from the National Trust for Historic Preservation or an esthetic request from the owner. We feel that section IEBC Section 308 Historic Buildings provides an exemption to insulation (section 307.5) requirements for these walls. This building is accredited as a historic structure by the Massachusetts Historic Commission. Required values according to the MA stretch code that this project will exceed in most areas: MA: climate zone 5A Roofs: R-38 Walls above grade: R-13+R-7.5 ci= R20.5 (proposed: 4" of R6 spray polyisocyanurate insulation= R24) Walls below grade: R-7.5 (proposed: 2"of R6 spray polyisocyanurate insulation = R15) Slab on grade Floors, new addition: unheated: R-10 (proposed: 3"of rigid R3.85 EPS insulation = R11.5) Roof, Existing Building: R-38 Roof, New addition: R-38 806 Accessibility CMR 521 3.3.1 b. If the work costs $100,000 or more, then the work being performed is required to comply with 521 CMR. In addition, an accessible public entrance and an accessible toilet room shall be provided. 3.3.2 If the work performed, including the exempted work, amounts to 30% or more of the full and fair cash value of the building, the entire building is required to comply with 521 CMR. 8of9 out:blank 11/30/2C • • Page 9 o Code Review Thomas Douglas Architects Inc Gawith Hall, Checkwriters, Northampton, MA Round Hill Road, Northampton, MA 413-585-0641 This project's construction costs will exceed 30% of the assessed value of the entire building. This entire building will be built to AAB accessible standards. A new ramp is required as access to the main entry. All interior circulation is designed as an accessible route. Accessible restrooms are designed. Proposed showers are employee only spaces. An existing elevator will provide vertical access to all public business use areas. End of Document 9 of 9 out:blank 11/30/2C GNCB Consulting Engineers,P.0 Structural Engineering Geotechnical Engineering Historic Preservation Construction Support Date: September 8, 2015 Tom Douglas Thomas Douglas Architects 196 Pleasant Street Northampton, MA 01060 413-585-0641 Re: Gawith Hall Structural Code Review Dear Mr. Douglas: Principals Kenneth Gibble,Pt James F.Norden, Executive Summary Charles C.Brown.P,E Geotechnical Associate The 780 CMR — 8th Edition Section 101 .5.4.0 requires submission of a report DavidL.Freec,PE. detailing the effects of proposed work on an existing building on that Structural Associate building's structure. This letter fulfills this requirement and gives a description RicrbrdA.Centola,P.E. of the existing lateral system of Gawith Hall. A Code Review is presented to outline different options allowed for the evaluation of this building and its proposed changes. GNCB's work will be based on the requirements of the International Existing Building Code including MA 2014 Amendments. We will use the General Procedure of Appendix Al , Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings to evaluate and design reinforcement for Gawith Hall's seismic-force-resisting system. Analysis will be based on a Level 3 Alteration using the Work-Area Compliance Method. Gravity systems will be reinforced as necessary to support the required live loads for an office building. Building Description Gawith Hall is an existing building consisting of four combined structures located on the campus of Clarke Schools for Hearing and Speech in 130 Elm Street Northampton, Massachusetts. Figure 1 below provides a Key Plan of the PO.Box 802 building showing the approximate date of construction for each section. Old Saybrook,CT 0641a Page 1 of 8 Tel 860.388,1224 Fax 860.388,4613 /astnameg ncbengineers.com gncbengineers.com Gawith Hall Lateral GNCB 4• • • • �' Page 2 of 8 Consulting Engineers. P.C. Buildings A, B, and C are all unreinforced brick masonry (URM) structures with wood floor framing and decking. Building D is a concrete masonry unit (CMU) bearing wall structure with open web steel bar joist floor framing and concrete slab on composite floor decking. There is evidence that numerous alterations were made to the all four parts of the structure since its original construction in addition to the expansion of the building. Examples of this would be the addition of steel bearing lines in Building A, the addition of an elevator shaft in Building B, the creation of multiple stairwells, and the installation of clear-spanning steel girders to support the wood floor framing in Building C. The dates of most of these alterations could not be determined. 1880 C. I 1960 1 D L 1870 B; I 1870 A PROJECT NORTH Figure 1: Gawith Hall Key Plan The approximate overall footprint of the structure is 153 feet x 137.5 feet. Building A has a partial full-depth basement and a crawlspace with three floors and an attic. Building B and C have full-depth basements with three floors and an attic. Building D has two floors and a crawlspace. The floors of each of the four buildings are all at the same elevation. The basement is approximately 9 feet below grade and the roofline is approximately 36 feet above grade. The roof of Buildings A, B, and C, are a mixture of gables, gambrels, and mansards. There are two mansard "towers" at the east side of Building A and two more at the south side of Building B. A field survey and condition assessment was conducted by GNCB Consulting Engineers, P.C. in July and August of 2015. The structural framing for Gawith Hall is documented in GNCB's Existing Conditions framing plans dated August 28, 2015. These will be used for the new building structural design set. Gawith Hall Lateral GNCB Page 3 of 8 Consulting Engineers. P.C. Applicable Codes • 6/20/2014 Massachusetts Amendments to the 2009 International Building Code and 2009 International Existing Building Code (780 CMR — 8th Edition) • 2009 International Building Code (2009 IBC) • 2009 International Existing Building Code (2009 IEBC) Proposed Architectural Changes Thomas Douglas Architects proposes to renovate Gawith Hall for use as an office building. The planned alterations to the existing structure include the following: • Removal of select interior bearing walls in Buildings A and B; • New floor openings at the second floor of Buildings A and D; • Creation of large openings in the west URM bearing wall of Building A; • Removal of upper level of west CMU exterior bearing and shear wall in Building D; • Removal of the interior and east CMU exterior bearing and shear wall in Building D; • New structure at the existing alley between Buildings A and D; • Substantial alterations to the layout of space within the building. Gravity Design Criteria GNCB's Existing Conditions framing plans dated August 28, 2015 provide existing allowable floor live load capacities for different areas of Gawith Hall. The existing framing will be reinforced as needed to increase allowable live loads to those required for an Office Building in Chapter 16 of the 2009 IBC. This is required by all evaluation and design procedures in the 2009 IEBC as modified by the 780 CMR- 8th Edition. The required live loads for this building will be as follows: • Lobbies and First-Floor Corridors = 100psf • Assembly Areas = 100psf • Corridors Above the First Floor = 80psf • Offices = 50psf • Northampton Ground Snow Load = 55psf Gawith Hall Lateral GI'ICB Page 4 of 8 Consulting Engineers. P.C. Lateral Design Criteria The lateral analysis of Gawith Hall will be controlled by seismic design criteria as is typical for URM buildings. This criteria is outlined below. • Lateral System: Unreinforced brick and concrete unit masonry bearing walls: o R = 1.25 o Overstrength = 1.25 o Cd = 1.25 o Values are from 780 CMR - 8th Edition Table 101.5.4.1.0 • Current Use Group: o Institutional Group I — Residential Boarding School o Occupancy Category II • Proposed Use Group: o Business Group B — Office Building o Occupancy Category II o This does not result in a change in occupancy category • Soil Site Class D o "Stiff' Soil • Design Spectral Response Acceleration Parameters: o Sips = 0.239g o SDI = 0.106g • Seismic Design Category B Code Review Chapter 34 of the Massachusetts 780 CMR — 8th Edition requires the use of the 2009 IEBC for the evaluation of existing buildings. The following is a review of the 2009 IEBC as modified by the MA 780 CMR — 8th Edition with comments by GNCB in italics. Chapter 1: Scope and Administration • Section 101.5 Compliance methods: "The repair, alteration, change of occupancy, addition or relocation of all existing buildings shall comply with one of the methods listed in Sections 101.5.1 through 101.5.3... Sections 101.5.1 through 101.5.3 shall not be applied in combination with each other. Where this code requires consideration of the seismic-force-resisting system of an existing building subject to repair, alteration, change of occupancy, addition or relocation of existing buildings, the seismic evaluation and design shall be based on Section 101.5.4 regardless of which compliance method is used." o This section requires the use of one of three compliance methods: Prescriptive Compliance Method (Section 101.5.1), Work Area Compliance Method (Section 101.5.2), or Performance Gawith Hall Lateral GNCB Page 5 of 8 Consulting Engineers, P.C. Compliance Method (Section 101.5.3). The Prescriptive Compliance Method requires the analysis of the seismic-force- resisting system of the existing building and any alterations to the structure to be evaluated using the full seismic forces from Chapter 16 of the IBC. This is typically too restrictive on a system which has performed well to-date. o The Performance Compliance Method requires a comparison of the Demand-Capacity Ratio (DCR) for each structural element between the original structure and the altered structure. If an element's DCR increases by more than 10% it must be reinforced to resist IBC-level forces. Given the extent of work in this building which will decrease the capacity of different structural elements, it will be too restrictive to evaluate the altered structure for full IBC- level seismic forces. o The Work Area Compliance Method allows the use of alternative analysis options for the seismic-force-resisting system and its alterations which are based on the Level of Alteration involved in the project. This is the method GNCB will use for evaluation of Gawith Hall. • Section 101.5.4 Evaluation and design procedures: "The seismic evaluation and design shall be based on the procedures specified in the International Building Code, ASCE 31 or ACSE 41. The procedures contained in Appendix A of this code shall be permitted to be used as specified in 101.5.4.2." o This section permits the use of the IBC, ASCE 31 or 41, or the IEBC Appendix A for the seismic evaluation and design of an existing building. Use of the IBC will be the most restrictive option. o The procedures in ASCE 31 Seismic Evaluation of Existing Buildings and ASCE 41 Seismic Rehabilitation of Existing Buildings are based on the building's Occupancy Category and Target Building Performance Level. For this project, the seismic- force-resisting system is required to be evaluated for Life Safety performance for a BSE-1 level seismic event. This is a moderate seismic event resulting in moderate damage to the building, possibly beyond economical repair, and potential injury to occupants. The intention is for occupants to be able to safely get out of the building during a seismic event. Design loads are approximately 2/3 of those required by the IBC but a mixture of rigid and flexible diaphragms requires the use of nonlinear static analysis. This would be a time-consuming task and infeasible given the timeline for this project. o IEBC Appendix Guidelines for the Seismic Retrofit of Existing Building contains Appendix Al Seismic Strengthening Provisions for Unreinforced Masonry Bearing Wall Buildings. The procedures in Appendix Al are based on research on buildings similar to Gawith Hall and would be most applicable for this project. This appendix addresses typical deficiencies in this Gawith Hall Lateral GNCB Page 6 of 8 Consulting Engineers, P.C. type of building based on known failure mechanisms, condition, and level of site seismicity. Additionally, this is the only procedure which accommodates the mixture of rigid and flexible diaphragms in this building. The General Procedure allows the analysis of the seismic-force-resisting system to be based on 75% of IBC-level forces. In-situ testing of existing materials or use of lower bound material properties is required for use of this procedure. GNCB will use the General Procedure of Appendix Al for the evaluation of Gawith Hall. • Section 101.5.9 Cumulative Effects of Alterations, Additions, or Changes of Occupancy on Structural Elements: "... evaluation of structural elements and their connections shall consider the cumulative effects of alterations, additions, or changes of occupancy since original construction." o Alterations to the gravity system and seismic-force-resisting system since the building's original construction must be accounted for during evaluation and design. This applies to the expansion of the structure with the addition of Buildings B, C, and D and how each expansion affected the forces on the structure existing up to that point. This must be evaluated before evaluating the effects of the Proposed Architectural Changes. o This does not need to be accounted for when structural work does not involve more than 2% of the structure (which is not the case for this project). 2009 IEBC Chapter 2: Definitions • "CHANGE OF OCCUPANCY. A change in the purpose or level of activity within a building that involves a change in application of the requirements of this code." • "WORK AREA. That portion or portions of a building consisting of all reconfigured spaces as indicated on the construction documents. Work area excludes other portions of the building where incidental work entailed by the intended work must be performed and portions of the building where work not initially intended by the owner is specifically required by this code." 2009 IEBC Chapter 4: Classification of Work • Section 405 Alteration — Level 3: "...Level 3 alterations apply where the work area exceeds 50 percent of the aggregate area of the building... Level 3 alterations shall comply with the provisions of Chapters 6 and 7 ... as well as the provisions of Chapter 8." o Proposed Architectural Changes qualify as a Level 3 alteration. • Section 406 Change of Occupancy: "... Change of Occupancy provisions apply where the activity is classified as a change of Gawith Hall Lateral GNCB Page 7 of 8 Consulting Engineers, P.C. occupancy as defined in Chapter 2...Changes of occupancy shall comply with the provisions of Chapter 9." o The proposed change of Use Group from Institutional Group I to Business Group B is not a change in occupancy. Seismic Hazard Level for the site will remain the same. 2009 IEBC Chapter 8: Alterations — Level 3 Section 807 Structural • Section 807.2 New Structural Elements: "New structural elements shall comply with Section 707.2.' o Section 707.2 requires new structure to be designed based on full IBC-level forces. • Section 807.3 Existing structural elements carrying gravity loads: "Existing structural elements carrying gravity loads shall comply with Section 707.4...Alterations shall not reduce the capacity of existing gravity load-carrying structural element sunless it is demonstrated that the elements have the capacity to carry the applicable design gravity loads required by the International Building Code. Existing structural elements supporting any additional gravity loads as a result of alterations, including the effects of snow drift, shall comply with the International Building Code." o Existing elements will be evaluated for the capacity to carry higher gravity loads, including floor live loads and snow loads, where necessary. High snow loads may affect the Seismic Base Shear which will be accounted for during the evaluation of the seismic- force-resisting system. • Section 807.4.2 Substantial structural alteration: "Where more than 30 percent of the total floor and roof areas of the building or structure has been or are proposed to be involved in structural alteration within a 12-month period, the evaluation and analysis shall demonstrate that the altered building or structure complies with the International Existing Building Code for wind loading and with the reduced International Building Code level seismic forces as specified in Section 101.5.4.2 for seismic loading. For seismic considerations, the analysis shall be based on one of the procedures specified in Section 101.5.4. The areas to be counted toward the 30 percent shall be those areas tributary to the vertical load-carrying components, such as joists, beams, columns, walls and other structural components that have been or will be removed, added or altered, as well as areas such as mezzanines, penthouses, roof structures and in-filled courts and shafts." o The amount of alteration to the existing structure proposed in this project qualifies as a substantial structural alteration. This requires the lateral system to be evaluated for wind and seismic loading. This will be done following the General Procedure of IEBC Appendix Al as outlined above. Gawith Hall Lateral GNCB Page 8 of 8 .."' Additional Notes 1. Some small, complex areas of the roof were inaccessible during the initial survey. These will be reviewed after selective demolition of finishes is performed allowing clear access for documentation and analysis as necessary. 2. Lateral-force-resisting systems (LFRS) and performance will be designed to exhibit equivalent strength and deformation characteristics to those elements being removed for architectural design purposes. The final design of the combined LRFS will ensure a performance level to comply with the current Code. Very truly yours, 01 / ----N,• 401,4101 CiTkv\I": \fAITACIPtilM' ifJames F. N. t eh P. ✓ Amy Jagaczewski Principal-in-Charge Engineer Checkwriters Gawith Hall Northampton, MA 11/27/2017 General Conditions $ 349,660.00 Site Work American Exc $ - Add to fill crawl space 3200 s.f.x 5'x 1.2/27 x$18 $ - Landscaping&Pavers Quote Mt. View $ - Retaining Walls Natural Stone wall solutions $ - Concrete Base for retaining walls $ - Fencing Dumpster Only $ - Concrete Foundations $ 25,000.00 Concrete Work(Piers in Existing Basement) CBC $ 19,552.00 Structural Steel Erected $ 452,000.00 Structural add Const docs 11/21/16 $ 17,800.00 Structural to replace bearing walls Allow $ 100,000.00 Labor for Shoring,Install Nailer for Specalized $ 20,000.00 Diaphragm Anchorage labor and materials $ 30,000.00 Diaphragm Angles $ 4,600.00 Concrete Slabs $ 35,500.00 Lumber for Dormer/Peak framing&Deck Framing $ 15,000.00 Labor for above $ 96,800.00 Roofing(Addition) RCI $ 25,000.00 Standing Seam Roof at Canopy $ 10,000.00 Roofing(Misc Curbs/Penetrations/Repairs on Existing) $ 10,000.00 Skylights $ 8,000.00 Exterior Cladding(Installed) $ 142,000.00 Soffits $ 10,000.00 Exterior Decking Material $ 28,000.00 Rebuild Loading Dock $ 15,000.00 Masonry $ 55,000.00 Masonry repairs,beam pockets,washing. Lintels,Misc Metals $ 15,000.00 Glass&Aluminum $ 33,800.00 Jeld Wen Windows/Marvin Windows Pella $ 93,500.00 Install Above Caulking $ 10,000.00 Site Concrete CBC $ - Granite Steps $ - Misc.Demolition $ 25,000.00 Conc Cut&Patch for plumbing CBC $ 13,800.00 Rework/Infill Stairs Demo and carpentry $ 10,000.00 Plywood for floor repair CBC $ 7,500.00 Labor for above Specialized $ 7,500.00 Framing&Drywall w/block&insi Pilgrim $ 439,000.00 • Build 3rd flr elevated platform/ramp/steps Modular/Glass Walls $ 156,600.00 Glass OH Door $ 2,000.00 All Railings(Decks and Interior Glass and Steel) budget pricing $ 150,000.00 Icynene excludes basement $ 120,000.00 Firestopping CBC $ 3,500.00 Misc Millwork package Allow $ 40,000.00 Cabinet&Countertop Material Kitchen Encounters $ 50,000.00 Labor for all millwork&cabinets Specialized $ 59,100.00 Door frames and hardware Bldg Specialties $ 77,000.00 Labor for Doors,frames and Hardware Painting Fortier $ 144,600.00 Flooring Mercier $ 323,372.00 Terazzo Patching Allow $ 10,000.00 Misc Carpentry/blocking CBC $ 15,000.00 Toilet Accessories Allow $ 20,000.00 Signage Allow $ 10,000.00 Repair existing Windows CBC $ 5,000.00 Misc Accessories/Extinguishers $ 2,500.00 Labor for accessories CBC $ 3,780.00 Elevator Electrical/alarm exclude parking light Northup $ 994,996.00 Telecom and Data Wiring Generator Alt w/gas 300 kVA $ 193,400.00 HVAC Northup $ 920,040.00 Sprinkler Legacy $ 75,000.00 Plumbing Northup $ 235,000.00 Roof Drainage Hot Water system Northup $5,541,500.00 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: Li 1, (Zo.,„Z 1,-1,\\ QN , The debris will be transported by: Qvk ss-r Cu<�,,.,,., L E C. The debris will be received by: 4iNA4-er ikuck.--{ Building permit number: 1;ZZ Name of Permit Applicant I't2 LI L I C. /1/4 646 p9- Date Signature of Permit Applicant