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13-038 (20) }' THCX PLATE (� F--- --•--- }" THICK PLATE i CLOSURE CAP AT POST Y It CLCSLRE CAP AT POST FIRE RATED PLYWOOD SHEATHING ON 18 GAUGE MIS SY' FIRE RATED PLYWOOD SHEATHING 16 GAUGE STUDS FRAMING ABOVE SHELF. •WANING ABOVE SHELF. ---}'FIRE RATED PLYWOOD ��•- � 9RE RATED PLYWOOD 94ELF TYPICAL ATTACH PER fE 4 SHELF T'PICAI ATTACH PER HAFELE INSTRUCTIONS I �'� RAFFLE INSTRUCTIONS HAnE f HOOD BRACKET MCA£L HAFELE HEBGO BRACK€T MODEL wv NUMBER 287.45.495 TPICAL. NUMBER 287.45,495 TYPICAL, WEIG DIRECTLY TO STEEL PLATE, WELD DIRECTLY TO HSS POST. }' THICK X 10'X12`PLATE Ii 4 j uti u z z NEW HSS 3X3xr NEW HSS 3X3Xi` POSTS TYPICAL PCSTS TYPICAL EXISTING UGHT GAUGE EXISTING UGHT GAUGE WALL ASSEMBLY WALL ASSEMBLY EXISTING UGHT GAUGE (4)re X 5" LONG "11TEN HD' ---(4)J"• X 5' ONG `TITEN HD" WALL ASSEMBLY ANCHORS. INSTALL PER ANCHORS, INSTALL PER MANUFACTURES IISTRUCTKXNS. MANUFACTURES INSTRUCTIONS. BASE ATE BASE PL ATE W/(4) Ulf HOLES, W/(4) Q"r HOLIES, �� TYPICAL. �Ex¢STING 6" SLAB-ON-GRADE E785TING 6' SLAG-ON-GRADE 1 EAST ELEVATION OVERHEAD STORAGE Z EAST ELEVATION OVERHEAD STORAGE K3 SUPPORT SECTION --- - w' ` K3 SUPPORT SECTION 5CA L. '`"„ EAST ELEVATION OVERHEAD STORAGE SUPPORT A " RIVER VALLEY MARKET - PHASE 2 JACOB SMITH ENGINEERING AND DESIGN psl SOUTH DEERFIElO MA, 01373 pt k3 8 N 1 Z 330 NORTH KING STREET y � r,. PHONE: 453-397-3441 FAX; 413-6&5-1142 NORTHAMPTON MA : 1e 4 4 4 r FIRE RATED PLYWOOD 2 (( SHEATMNG ON 18 GAUGE STUDS PLATE FRAMING ABOVE SHELF. CLOSURE CAP r C I I r r r f b o_%.KTYPICAL 2' 3 6' 3 \HAFELE HEBOO BRACKET MIL HAFELE HEBCO BRACKET MODEL NUMBER 2$745495 'YPICAL. NUMBER 287.45.485 -YPICAL WELD DIRECTLY TO HSS POST, WELD DIRECTLY TO STEEL PLATE. U Z t NEW HSS 3X3X}' POSTS TYPICAL U -_-_-.--- (4) rO X 5' LONG'nTEN HO` ANCHORS. INSTALL PER MANUFACTURES INSTRUCTIONS, i r 1 /(4j 'r#H ATE HOLES. TYPICAL t�EXISTING 6' SLAB-ON-GRADE EAST ELEVATION OVERHEAD STORAGE K SUPPORT ELEVATION SCALE: r .P Xo EAST ELEVATION OVERHEAD STORAGE SUPPORT A JACUB SMITH ENGINEERING AND DESIGN T RIVER VALLEY MARKET - PHASE 2 SOUTH DEERFIELD MA. 01373 Sk2N 330 NORTH KING STREET P*tQNE: 413-3s7-3401 FAx 413-E65-1142 µ eA N �` NORTHAMPTON MA �� H ssk K -�� EXISTING W10 COLUMN —3j' 16 GAUGE METAL CAP PLATE. AS REQUIRED TO CLEAR MECH. LINES ATTACH TO NEW C10 WITH .1570 X .y f LONG POWDER ACTUATED PINS 61 16" O.C. STAGGERED NEW CIOX20 STEEL CHANNEL. O O NEW C10X20 A36 STEEL HANNEL. O NE tOX20 CANTILEVER BOLT TO EXISTING COLUMNS --------- --------- WITH (2) J"0 THRU BOLTS I --NEW CIOX20 A36 STEEL " 31" 16 GAUGE METAL CAP PLATE. i CHANNEL. BOLT TO EXISTING ATTACH TO NEW C10 WITH .1570 X I 1 - 1HRUMBOLTSTM (2) �'O A325 i" LONG POWDER ACTUATED PINS O 16" O.C. STAGGERED EXISTING W10 COLUMNS " EXISTING 8X3 , GAUGE WALL Z-PURLIN TYPICAL. FIRE RATED PLYWOOD �••- >�" FIRE RATED PLYWOOD SHELF TYPICAL ATTACH PER /// SHELF TYPICAL ATTACH PER HAFELE INSTRUCTIONS HAFELE INSTRUCTIONS ' -----HAFELE HEBGO BRACKET MODEL NUMBER 287.45.495 TYPICAL. ATTACH WITH (3) rO A307 THRU v I BOLTS WITH WASHERS AND NUTS. —HAFELE HEBGO BRACKET MODEL I I TYPICAL. NUMBER 287.45.495 TYPICAL. ATTACH WTH (3) d"0 A307 THRU BOLTS WITH WASHERS AND NUTS, ---•- EXISTING 8X3 14 GAUGE TYPICAL, WALL Z-PURLIN, TYPICAL. � —(3) 2X4 FIRE TREATED VERTICAL BLOCKING ------ - ------ -, EXISTING EXTERIOR NAILED TOGETHER WTH 16d COMMONS O WALL 12" O.C. EACH FACE AND SHALL SPAN CONTINUOUS FROM BEARING ON BOTTOM - y PLATE TO TOP PLATE OF WALL. TYPICAL ,.„^_-_--T_.SANDWCH (3) 2X4 FIRE TREATED +J i O 30" O.C. VERTICAL BLOCKING WTH 3}' 16 GAUGE METAL STUDS. ATTACH WITH (2) NIO X o 2j"LONG ROUND HEAD WASHER i SANDWICH (3) 2X4 FIRE TREATED !,, SCREWS 0 12" D.C. 'I VERTICAL BLOCKING WITH 33" 16 GAUGE METAL STUDS. ATTACH WITH (2) N10 X 24 LONG ROUND HEAD WASHER SCREWS ITS O 12" O.C. I �" FlRE RATED PLYWOOD SHEATHING �d SHEATH INTERIOR WALL FACE WITH J' FIRE ATTACHED D PI OT X 1 �"LONG SCREWS HATD6" D.C. AT ALL PANEL n` RATED PLYWOOD SHEATHING ATTACHED WITH #10 X 1 LONG WAFER HEAD PILOT EDGES AND 12" O.C. AT ALL PANEL 1 FELDS. BLOCK ALL PANEL EDGES. POINT GRILLER SCREWS AT 6" O.C. AT ALL - PANEL EDGES AND 12" O.C. AT ALL PANEL I FIELDS. BLOCK ALL PANEL EDGES. j i I —3r 16 GAUGE METAL STUDS TYPICAL. —34" 16 GAUGE METAL TRACK. ATTACH WITH 34" 16 GAUGE METAL TRACK. ATTACH I (2) Ab X 11' POWDER ACTUATED PINS 0 / WTH (2) .1570 X 1j"POWDER ACTUATED I 24' O.C. TO EXISTING SLAB BELOW. / PINS O 16" O.C. STAGGERED TO EXISTING SLAB BELOW. --EXISTING 6" SLAB-ON-GRADE LEXISTING 6" SLAB-ON-GRADE NORTH ELEVATIO VERHEAD STORAGE 2 NORTH ELEVATION OVERHEAD STORAGE -- ALE: }"�,.a K SUPPORT SECTION ALE: -FAT. S SUPPORT ELEVA NORTH ELEVATION OVERHEAD STORAGE SUPPORT ° o JACOB SMITH ENGINEERING AND DESIGN RIVER VALLEY MARKET - PHASE 2 SOUTH DEERFIELD MA. 01373 g ° lSkl 330 NORTH KING STREET PHONE: 413-397-3441 FAX: 413-665-1142 m NORTHAMPTON MA V5� September, 22nd. 2015 JACOB SMITH ENGINEERING & DESIGN To: Tom Douglas Architects Mr. Jody Barker 196 Pleasant Street Northampton MA, 01060 Re: Overhead storage support: River Valley Market—Phase 2 330 North King Street Northampton M.A. 01060 Mr. Jody Barker: You have requested that I design a structural support system for two specific overhead storage conditions located at the project indicated above. You have informed me that the intended use of the proposed new overhead storage is for beer and wine storage. 1 have review the architectural drawings that you have provided me dated 9/4/15. The general proposed overhead storage configuration consists of 4'-0" wide x 3'-2" deep x 2'-0"tall plywood storage boxes. These storage boxes shall be placed upon a 3/a" plywood shelf and supported by "Hafele 287.45.495" steel brackets located above refrigerated storage. The bottom of the new storage boxes is roughly 7'-6" above the finished floor. Given the dimensions of the proposed storage boxes I estimate that the maximum loading condition maybe (18) 12-bottle, 19 %"x 13" x 6 %" wood wine cases each weighing 40 pounds. This results in a 200 pound per linear foot loading along the proposed new shelf assembly that will support the new overhead storage boxes. Note that no additional items will be placed upon the top of the new proposed storage boxes. On September 15, 2015 I visited the address indicated above to observe the existing structure and to discuss the new overhead storage requirements. This structure is conforms to type 2-b construction. All new wood blocking and plywood associated with the new overhead storage assemblies will need to be fire treated lumber. The north elevation on sheet A-3 1 depicts 12 overhead storage boxes. These boxes shall be supported by 16 gauge steel stud wall and 2x4 fire treated wood blocking. See the attached sketch SkI for details. The east elevation on sheet A-302 depicts 4 overhead storage boxes. These storage boxes shall be supported by 5 structural steel posts. See the attached sketches Sk2 andSk3 for details. Please do not hesitate to contact me with any questions. Respectfully, d Jacob it gineering and Design W . l3v Jacob F. Smith. P.E. 8 COATEs AVENUE; a bEERFIELD.MA 01373 Jacob @jacobsmithengineering.com WNCE 413-397-3441 FAX 413-665-1142 �1 0 ��3P Cdr. r ''' � 1 ,,t ' ' ,;� •p` .�..... ..yAt�ih Wright Builders,In n 48 Bates Street 0, Northampton, Ma 010 :Plumbinj;0 ��+� Date 9/29/2015 Job No. 15-652 Attention: (413) 586-8287 Re: Fax(413) 587-927 &6u Mspwtlom River Valle Coo M^01080 330 North King Street To: Louis Hasbrouck/ Chuck Miller Northampton, MA 01060 Northampton Building Dept We are Sending You W Attached r— Under Separate Cover via The Following Items: F Shop Drawings f— Prints F Plans F- Samples F Specifications -" Copy of Letter F Change Order Copies Date No. Description 1 9/22/15 Stamped letter by Jacob Smith, Structural Engineer 1 9/25/15 Sk1 Stamped drw - North Elevation Overhead Storage Support by Jacob Smith 1 9/24/15 Sk2 Stamped drw - East Elevation Overhead Storage Support by Jacob Smith 1 1 9/24/15 Sk3 Stamped drw - East Elevation Overhead Storage Support by Jacob Smith These are Transmitted as checked below: hi For approval F Approved as submitted I— Resubmit _copies for approval Iv For your use f— Approved as noted — Submit copies for distribution 14 As Requested Returned for corrections F Return corrected prints I— For review and comment I- F FORBIDS DUE r- PRINTS RETURNED AFTER LOAN TO US Remarks Copy to File Signed: Linda Gaudreau /Aw WRIGHT BUILDERS MEMO Date: 9/18/15 To: Louis Hasbrouck/Chuck Miller Northampton Building Dept. From: Linda Gaudreau Wright Builders, Inc. Project: River Valley Coop 330 North King Street Northampton, MA Re: Bldg Permit Application Missing permit documents to follow as soon as they are received by Wright Builders: • Fire Protection Narrative by Red Hawk Fire & Security • Fire Protection Sprinkler Drawings & Hydraulic Calcs by Red Hawk Fire &Security • Stamped Structural Drawings by Jake Smith Jacob Smith Jacob Smith Engineering &Design 413-397-3441 Work 413-665-4018 Prim iarq (413)1 218-4046 Mho�i I e 413-6654018 ether jake@thayerstreetassociates.com jacob@jacobsmithengineering,com 8 Coates Avenue South Deerfield, MA 01373 • • Zoning Application Decision (copy of application attached) NEW HOMES+WORKPLACES+DESIGN+RENOVATIONS+ENERGY RETROFITS+CONSTRUCTION MANAGEMENT 48 Bates Street, Northampton,MA 01060/413.586.8287/Fax 413.587.9276/www.wright-builders.com Renovations to River Valley Co-op Thomas Douglas Architects, Inc. 330 North King Street 196 Pleasant Street Northampton, MA 01060 Northampton, MA 01060 413.585.0641 There are no new exterior walls, doors or windows OCCUPANCY Occupant Load Floor area per occupant Max occupancy/sf Calculation (1004.4.1) per person Store-display and 60 Gross 167 M use distribution Storage 300 gross 17 M use Cafe 15 net 29 A2 use Kitchen 200 gross 4 M use Offices 100 gross 24 B use TOTAL 242 Toilets: There are existing public and employee toilets in the building. They will not be affected or changed by these renovations. IBC Table 1016.1 Exit Access Travel Distance: For A and M use and sprinklers: 250 ft maximum allowable travel distance. For B use and sprinklers: 300 ft maximum allowable travel distance. The proposed travel distance is adequate to meet the code. IBC Table 1018.1 Corridor Fire Resistance Rating none IBC 1014.3 Common path of egress travel: For B and M use and sprinklers: 75 ft maximum allowable common path of travel. For A use serving less than 50 occupants: 75 ft maximum allowable common path of travel. The common path of travel to a point where there are 2 choices of exit routes is adequate to meet the code. 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. The existing building is in compliance with CMR521. No private areas are being converted to public areas.All elements of public spaces will be constructed to accessible standards. The customer services areas will have accessible counters. End of Document 5 a � Renovations to River Valley Co-op Thomas Douglas Architects, Inc. 330 North King Street 196 Pleasant Street Northampton, MA 01060 Northampton, MA 01060 413.585.0641 606 Structural: None proposed 607 Energy Conservation: See 711 below 701.3 Compliance New electrical equipment must comply with section 708 Length of dead end corridors, comply with 705.6 Minimum ceiling height of newly created habitable and occupied spaces shall be greater than 8 feet. 704 Fire Protection: 704.2,912.2.1 Automatic sprinkler systems Automatic sprinkler systems will be upgraded in the work area as needed. 705 Means of Egress There will not be a reduction of means of egress in any part of the building. 705.7 Means of Egress lighting Existing means of egress lighting will not be affected or changed by these renovations. 705.7 Exit Signs Existing exit signage will not be affected or changed by these renovations. 711 and 607 Energy Conservation: Level 1 alterations are permitted without requiring the entire building to comply with the International Energy Conservation Code. Alterations (new construction) shall comply with the International Energy Conservation Code. A building that undergoes Level 2 alterations is required to meet a certain level of energy compliance. Where there are reconfigurations of the space or new doors or windows, any such new element is required to meet the International Energy Conservation Code. Elements within the building that are not being affected do not heed to be evaluated and do not nee to comply with the energy provisions. Essentially the entire building is not required to meet the energy provisions; only a degree of possible improvement in the energy performance of the building is intended to be achieved by making the new elements meet the IECC. In certain cases where the reconfiguration of the space might have resulted in the creation of new spaces the newly created space should be evaluated as a whole for compliance with the energy provisions even though some of the element within the space might actually not have been altered. Likewise, in a case where an existing mechanical system is being extended to other areas or new ductwork is being installed to reconfigure and reroute the ducts to various spaces, it is only required to have the new elements meet the energy provisions and not the entire system. 4 Renovations to River Valley Co-op Thomas Douglas Architects, Inc. 330 North King Street 196 Pleasant Street Northampton, MA 01060 Northampton, MA 01060 413.585.0641 Fire Resistive - Required Types of Construction,Table 601 IBC Building Element Type 2B Primary Structural Frame 0 Bearing walls, Exterior 0 Bearing walls, Interior. 0 Nonbearing walls and 0 artitions, exterior Nonbearing walls and artitions, interior 0 Floor construction and 0 secondary members Roof construction and 0 secondary members Level 1-work requirements:The removal and replacement or the covering of existing materials,elements,equipment or fixtures using new materials, elements, equipment or fixtures that serves the same purpose This Project will have new interior walls, replacement windows, finishes and lighting. 602.1 Interior finishes:All newly installed wall and ceiling finishes shall comply with the IBC. Level 2 work requirements:The reconfiguration of space,the addition or elimination of any door or window,the reconfiguration or extension of any system,or the installation of any additional equipment. This Project will have new interior walls, displays and utilities in the reconfigured and redesigned Wine & Cheese Department. 603 Fire Protection: Alterations shall be done in a manner that maintains the level of fire protection provided. This Project will not affect the level of fire protection that is currently provided. 604 Means of Egress Repairs shall be made in a manner that maintains the level of protection provided for the means of egress. 605 Accessibility Repairs shall be made in a manner that maintains the level of accessibility to and from the building. 3 Renovations to River Valley Co-op Thomas Douglas Architects, Inc. 330 North King Street 196 Pleasant Street Northampton, MA 01060 Northampton, MA 01060 413.585.0641 Areas Existing total building areas by floor: Lower level: 15,655 SF Mezzanine level: 2,911 SF Total building: 18,566 SF Existing areas by use: Lower level, mercantile: 10,046 SF Lower level, cafe: 436 SF Lower level, kitchen: 868 SF Lower level, storage: 4,305S Mezzanine level, offices: 2,365 SF Mezzanine level, mechanical: 546 SF Total building: 18,566 SF Proposed work areas: Lower level,Wine & Cheese (level 2): 882 SF Lower level, produce, dairy, bulk, entry (level 1): 4,663 SF Mezzanine level, additional storage (level 2): 382 SF Work area percentages Level 1 areas as a percentage of total building: 25% Level 2 areas as a percentage of total building: 7% The work area comprises less than 50% of aggregate area of the building; therefore this is not a level 3-alteration project. IEBC section 405) 704 Fire Protection:The building is fully sprinkled. There are sprinklers in the existing space. We are reconfiguring the sprinkler layout in the work area to conform to the new layout. There will be no modifications to the areas outside of the work area. 704.4 Fire alarm and detection: The building has a fire alarm system in all areas. It will be maintained and altered as necessary in the work area. According to the IEBC this renovation is being reviewed as: Work Area Method, Chapter 4. Applicable Sections are: Chapter 6-Alterations Level 1- New finishes and fixtures Chapter 7-Alterations Level 2 - New construction. 2 Renovations to River Valley Co-op Thomas Douglas Architects, Inc. 330 North King Street 196 Pleasant Street Northampton, MA 01060 Northampton, MA 01060 413.585.0641 CODE REVIEW August 18, 2015 Renovations to the River Valley Co-op 330 North King Street Northampton, Massachusetts Applicable Building Code: MA 780 CMR Eighth Addition IBC, IEBC International EXISTING Building Code, 2009 ZONING DISTRICT: HB Proposed Renovations: Project Description: • Renovation of the existing interior retail space including general shelving, Wine & Cheese Department, Bulk Food, Produce, Wellness and Customer Service areas. The Wine & Cheese Department will be completely renovated and re-oriented in the space for better floor, service and accessibility. Existing fluorescent lighting will be replaced with new LED fixtures throughout. New signage and artwork will be installed throughout as part of the Co- op's rebranding. The existing HVAC system will be upgraded to provide better efficiency and dehumidification for the store. New, energy efficient coolers and freezers will be installed throughout the store. Existing translucent windows (Kalwall) will be replaced with insulated, thermally broken aluminum storefronts at the north, west and south elevations.A new, steel framed shed roof is proposed to protect the existing loading dock from inclement weather. Use Groups • The building is an existing M use with A2 (assembly, restaurant) at its Cafe and B (business— offices) uses at its 2nd floor. • No change of use is proposed for the existing work areas. Existing separation of uses within the overall building: Table 508.4 (IBC) does not require a fire separation between M and B uses. • The current level of safety or sanitation will NOT be reduced and the portions altered shall conform to the requirements of the IBC, including interior finishes, interior floor finishes, and interior trim. Construction Type: 2B 1 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8t'edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Renovations to the River Valley Market Date: 8/18/2015 Property Address: 330 N. King Street, Northampton, MA Project: Check one or both as applicable: ❑ New construction W Existing Construction Project description: Renovations to the existing River Valley Market to include new layout in the Wine&Cheese Department, and displays in the RrodurP Rulk Food, Flnral Wellness and CiistnrnPr San+inP^rP^s and a naw ctPPl canopy over the delivery area Existing refrigeration equipment will be swapped out as part of this renovation for new equipment.The existing HVAC system will be upgraded for better efficiency and to provide dehumidification. I Thomas Douglas MA Registration Number: 8944 Expiration date: August 2016 , 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'. Enter in the space to the right a"wet"or f electronic signature and seal: Phone number: 413-585-0641 Email: douglas@tdouglasarchitects.com Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Initial Construction Control Docume E 0 W E To be submitted with the building permit application Ii�1 Registered Design Professional SEP 2 3 71015 for work per the 81"edition of the ic,Plumbing Gas Inspections Massachusetts State Building Code, 780 CMR, Section I Northampton, MA 01060 Project Title: P,Jt r U.411ty MArk J-- i' A&l, Z" Date: q Zi !$` Property Address: 'SSO A)#r41 mow!) 4rree- ' �(JOt'�atitrro� MA t91o� ----------- Project: Check one or both as applicable: New construction l./Existing Constructions Project description: _ yrL^yr— tgt4o✓A o✓is rO A �o..r•�eerG:�j �jr►vcfyrf I -14t,.or. MA Registration Number:q-7'ISO Expiration date: �/jj 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 [ ] Architectural [✓Structural [ ] Mechanical [ ] Fire Protection ( ] Electrical [ ] tither for the above named project and that such plans, computations and specifications tneet the applicable provisions of the Massachusetts State Building Code,(780 CMR),and accepted engineering practices for the proposed project. I understand and agree that 1 (or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: i. 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 a.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, i shall submit to tMing official a `Final Construction Control Document'. Enter in the space to the right a"wet"or electronic signature and seal: Phone number: `Ir/3 _3`t3_ 3Y`! ( Email: �etl�[.f.CDi1N�tyf�r�aTr�GY',�SSbGl+tltla� G+'"t, Building Official Use Only Building Official Name: Permit Nn.: Date: Trial Version 10092012 • Y Versionl_7 Commercial Building Permit May 15,2000 SEtr p 1A-. . M � ... Independent Structural Engineering Structural Peer Review Required Yes O No 1 ,PEI npll x alk, 7� ' . I ver Valley Market/Rochelle Prunty , as Owner of the subject property hereby authorize right Builders/Roger Buzzell to act on my behalf, in all matters relative to work authorized by this building permit application. � '7 c)i Signature of Owner Date right Builders/Roger Buzzell 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 pedury. R C3��ze,il Print Name i /0 I� Signature of Owner/Agent Date 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder: right Builders/Roger Buzzell 84280 License Number 77 South St. Bernardston, MA 01337 3/06/2017 Addre Expiration Date �/ ' 413) 586-8287 Signatu Telephone 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 b ilding permit. Signed Affidavit Attached Yes No 0 `a e"SIC n! c(?rnrr r I:4! wIldin, Isle tnit '1t N, 355,2(40 SE"ON -,ROFESg t „*DESIG .,�, i ._ alt '�i l R a- O UIL NG§. x,, [. S Std T'T �WV tt�fimW, Cti ICI C31 IRatT3r80 C F')k+C 9.1 registered Architect; � r�i f-�p1�ceble 0 Name(Registrant, _a ... _. _ Address E iraf era Date r r W ure Telephone 2 R gisterod Professional Engineer(s) Area of Responsib0ity Address, Registration Number� r a Uri rel pha e t piration Date � ».J _.. a Area of Responsibility R istratlsan l+tuber afore tS iephone Expiration mate Name Area of Responsibility r,5dress Registration Number 6�ation Signature Telephwie > s Name Area of Responsibility Aid€ Registration 'Number �;graat�are Teiephrsne -Expiration C3ate 9,3 General Contractor � ri,N fiilders at Applieabie El �.._. �,'ornpany Marne: 'esponsible In Charge of Constnctic 18 Bates St. Northampton, MA address j Z za - 0133) 86-8 28 7 1 r i 3��raatlSr� �le¢�3isaa� � � Version 1.7 Commercial Building Permit€,lay 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: Not Applicable El Name(Registrant)_ Registration Number Address Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): JAGOR F 4a .-M Name / Area of Responsibility f ZOAMS Adj/ `��&Prk �ur4(IN V""15 42 Address Registration Number nature 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 Not Applicable ❑ Company Name: Responsible In Charge of Construction Address Signature Telephone Versionl.7 Commercial Building Permit May 15,2000 �Pp�� _- _ _ Existing Proposed Required by Zoning This column to be filled y Building Department Lot e �- Fron —� Setbacks Front u ide L:= R:= L:= RD Re C� Building Height 0 Bldg.Square Footag % Open Space Footage % (Lot area minus bldg&paved L- arkin #of Parking Spaces Fill: (volume&Location A. Has a Special Permit/Varia ce/Finding ever een issued for/on the site? NO O DONT KN W Q YES O IF YES, date issued: IF YES: Was the permit recorded at t Registry of Deeds? NO O DONT KNO YES O IF YES: enter Book Page and/or Document# B. Does the site contain a brook, ody of water o wetlands? NO O DONT KNOW O YES O IF YES, has a permit bee r need to be obtain from the Conservation Commission? Needs to be obtained 0 Obtained , Date Issued: C. Do any signs exist o the property? YES O NO 0 IF YES, descri size, type and location: D. Are there a proposed changes to or additions of signs intended fo the property? YES O NO 0 IF YES describe size, type and location: E. WI a construction activity disturb(Gearing, grading,excavation, or filling)over 1 acre r is it part of a common plan t at 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 1* " Interior Alterations Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description Interior/exterior lighting effifiency upgrades,add(1)new light pole,new loading dock roof structure,alterations to tore layout/refrigeration equipment,glazing alterations,roof repairs,HVAC upgrades,replacing storefront signage. Of Proposed Work: USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 ❑ A-3 Q 1A ❑ ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A 0 S Storage ❑ S-1 ❑ S-2 ❑ 5B U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): --� BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area per Floor(sf) 1St 1 St 2nd 2rid 3`d 3'd 41h 4t' Total Area(sf) Total Proposed New Construction s Total Height(ft) Total Height ft 7.Water upply(M.G.L. c.40, §54) 7.1 Flood Zone Information: 7.3 Sewai3e Disposal System: Public Private ❑ Zone Outside Flood Zc neX Municipal On site disposal system❑ � � �� s . :� �� # �, Versionl.7 Commercial Buildin Permit Ma 15,2000 City of Northampton V E wilding Department 212 Main Street SEP 2 3 AS Room 100 hampton, MA 01060 1 87-1240 Fax 413-587-1272 110,Plumbing& Northam ton,MAt"00 APPLICATION TO CONSTRUCT, REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF, OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING 1.1 Property Address: 30 N King St. Northampton, MA 01060 g ME! 1EL91' 2.1 Owner of Record: Fer Valley Market/Rochelle Prurq 330 N King St. Northampton,MA 01060 Name(Print) Current Mailing Address: Signature Telephone 2.2 Authorized fiTV7nght Builders/Roger Buzzell 48 Bates St.Northampton, MA 01060 Name(Print) Current Mailing Address: 413) 586-8287 i A/ Signature Telephone Item Estimated Cost(Dollars)to be completed by ermit applicant 1. Building 3 2. Electrical 3. Plumbing a 3 '7733 4. Mechanical (HVAC) 5. Fire Protection 1 6 Si-115 6. Total=(1 +2+3+4+5) -- I . ``yam 1 T � v r „ File#BP-2016-0397 APPLICANT/CONTACT PERSON WRIGHT BUILDERS ADDRESS/PHONE 48 Bates St NORTHAMPTON01060(413)586-8287(116) PROPERTY LOCATION 330 NORTH KING ST MAP 13 PARCEL 038 001 ZONE THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid 7? Building Permit Filled out Fee Paid Tyneof Construction: INTERIOR/EXTERIOR LIGHTING UPGRADES,NEW LIGHT POLE,ROOF STRUCTURE ON LOADING DOCK INTERIOR RENO REOOF REPAIRS HVAC UPGRADES New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 084280 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION 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 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. 330 NORTH KING ST BP-2016-0397 GIs#: COMMONWEALTH OF MASSACHUSETTS MW:Block: 13 -038 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-2016-0397 Project# JS-2016-000623 Est. Cost: $660425.00 Fee: $4627.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: WRIGHT BUILDERS 084280 Lot Size(sq.ft.): 130680.00 Owner: BILLMAR CORPORATION C/O RIVER VALLEY MARKET Zoning-: Applicant: WRIGHT BUILDERS AT: 330 NORTH KING ST Applicant Address: Phone: Insurance: 48 Bates St (413) 586-8287 (116) Workers Compensation NORTHAMPTON MA01 060 ISSUED ON:912412015 0:00:00 TO PERFORM THE FOLLOWING WORK:INTERIOR/EXTERIOR LIGHTING UPGRADES,NEW LIGHT POLE,ROOF STRUCTURE ON LOADING DOCK, INTERIOR RENO,REOOF REPAIRS HVAC UPGRADES 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: FeeType: Date Paid: Amount: Building 9/24/2015 0:00:00 $4627.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner