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32A-177 (11) 74 BRIDGE ST BP-2017-1283 G15#: COMMONWEALTH OF MASSACHUSETTS Man:Block: 32A- 177 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ADDITION BUILDING PERMIT Permit# BP-2017-1283 Project# JS-2017-002135 Est.Cost: $241500.00 Fee: $1694.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: PIONEER CONTRACTORS 017890 Lot Size(sq. ft.): 22999.68 Owner: UNIQUE LODGING LLC Zoning: loo / Applicant: PIONEER CONTRACTORS AT: 74 BRIDGE ST Applicant Address: Phone: Insurance: PO Box 1145 (413) 586-5491 Workers Compensation NORTHAMPTONMA01061 ISSUED ON::5/15/2017 0:00:00 TO PERFORM THE FOLLOWING WORILADD 3 SEASON ROOM, DECK AND ELEVATOR 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 Occueanc Signature: FeeType: Date Paid: Amount: Building 5/15/2017 0:00:00 $1694.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner �pD CIiEC( (Out . kR�'� File#BP-2017-1283 NG 1 r " I G lit, • APPLICANT/CONTACT PERSON PIONEER CONTRACTORS • ADDRESS/PHONE PO Box 1145 NORTHAMPTON (413)586-5491 f/i Cyid PROPERTY LOCATION 74 BRIDGE ST /-� MAP 32A PARCEL 177 001 ZONE URC(100)/ � � llul,v � THIS SECTION FOR OFFICIAL USE ONLY: W� PERMIT APPLICATION CHECKLIST •• OSED REQUIRED DATE ZONING FORM FILLED OUT � �� ��/1. Fee Paid Building Permit Filled out j Fee Paid Typeof Construction: ADD 3 SEASON ROo -. D ND ELEVATOR i//� nn New Construction p V Non Structural interior renovations IV4 "' . Addition to Existing Accessory Structure /iD (; Versionl.7 Commercial Buildin-Permit May 15,2000 ..,: Department use only 415 City of Northampton Status of Permit: Building Department Curb Cut/Driveway PerMd^ �_ -- - 212 Main Street Sewer/Septic Avallabill Room 100 Water/Well Availability Northampton, MA 01060 Two'Sets of Structural Plans phone 413-587-1240 Fax 413-587-1272 Plovslte""Plaris `e r •, u OtherSp city " k " 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 led/ (7477,7 1.1 Property Address:` This section to be completed by office ?u Bct. c. Map ✓�n.] /17/7 Lot /77 Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: floe OCCt0111rx,U �l.��vwl Lk. -7V IIvc 5: 3r Name(Print) Current Mailing Addre s: 913 so-417193 Signature a'" v rL `-- Com. Telephone 2.2 Authorized Agent: Name(Print) Current Mailing Address: 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 2rmaMot uu 2. Electrical (b)Estimated Total Cost of it, DW• (117 Construction from(6) 3. Plumbing Building Permit Fee br'9TG•6t, 4. Mechanical(HVAC) 11 •_rlf .lob 5.Fire Protection 3,Ina •!<o 2(1 6. Total=(1 +2+3+4+5) 2.(4) • )• kr) Check Number /CV69U ./v OT9 < CX/ This Section For Official Use Only 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 0 Existing Wall Signs 0 Demolition❑ Repairs 0 Additions NJ Accessory Building 0 Exterior Alteration 0 Existing Ground Sign 0 New Signs❑ Roofing 0 Change of Use 0 Other 0 Brief Description Enter a brief description here. ce(` v eCL-�^.o \ 3 c ,� tai- t be_c_v_,1 Of Proposed Work: ..__pp.. I L !/%x'� eA4A SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 ❑ A-3 ❑ to I ❑ A-4 0 A-5 0 1B 0 B Business 0 2A 0 E Educational 0 2B I 0 F Factory 0 F-1 0 F-2 0 2C 0 H High Hazard 0 3A 0 I Institutional 0 I-1 0 1-2 0 1-3 0 3B 0 M Mercantile 0 4 0 R Residential ❑ R-1 ❑ R-2 [� R-3 0 5A 0 S Storage 0 s-i 0 S-2 0 5B RI U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use ❑ Specify: COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: uvv VVDvm4r"'U NzaAM 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) is 2n° 2nd 3p a 4Th 4tl1 Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water§upply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewageisposal System: Public [3 Private 0 Zone Outside Flood Zone[[, Municipal On site disposal system❑ Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size 231 ILO 23t.I.2.7 Frontage Setbacks Front Side L: R: L: R: Rear Building Height 31 31 Bldg.Square Footage 41137- % Open Space Footage % (Lot area minus bldg&paved 11,9a in parking) N of Parking Spaces 0—.) CI' Fill: (volume&Location) A. Has a Special Permit/Variance/Findin 'ever been issued for/on the site? NO O DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO O DONT KNOW 0 YES O IF YES: enter Book Page and/or Document 4 B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW O YES O IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained O Obtained , Date Issued: C. Do any signs exist on the property? YES O NO t (� 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 e IF YES, describe size, type and Location: E. Will the construction activity disturb(clearing,grading,exc vation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES O NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versi0n1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 790 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: LI/VV.-00.aa 0 \as (�k O Lpt_ s_ Not Applicable ❑ Name(Registrant): (� t"uCA v�..f�+ tfyb r\eec,.s s I •koctir i� Registration Number Address -1 1. �/Y�„�Wn" Expiration Date 4 t3- Signature Telephone 9.2 Registered Professional Engineer(s): eX)1(9. S'Anti Name Area of Responsibility Address w3. 6 wit,. Registration Number 913'24 yogi, 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 y- ' PI On¢t.n (.cA.1VC c tvS. Not Applicable ❑ Company Name:SL I�//``--Hi Xb Responsible In Charge of Construction P. o • c 1 l L C hori - , MA , 01/26( Address n 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 © No SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT ORACONTRACTOR,( APPLIES FOR BUILDING PERMIT I, Io1'\M, p.-l2 eScL/o ,as Owner of the subject property hereby authorize QloneeC l `wCOI' to act on my behalf,in all matters relative to work authorized by this building permit application. /frac l e s Lf l 17 Signature of Owner 7 Date fO I, `. CAVA ( ,\C)4L fel/fl' C€f (6"ssigd cs ,as Gwwn'/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 t0Q-la9ins a peeties perjury. Print Name �/J fid, 060<",- r(r) Signature of Owner/Agent e SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable 0 Name of License Holder: 1. 51-4.1 � 1e. ' (...-1617<‘-' CS - cs-zSD ANA License Number P,0. Qi)rz 1114 �''o•r u�1fr - , 1N1 ' Dint 'JIgIIr AddresszioExpiration Date 913' b2b-7W6`1 Signatur 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 tnt ding permit. Signed Affidavit Attached Yes No O Initial Construction Control Document To be submitted with the building permit application by a a6gg Registered Design Professional . yfor work per the 8's edition of the ceamui Massachusetts State Building Code, 780 CMR, Section 107.6.2 74 Bridge Street Elevator & Porch January 11, 2017 Project Title: Date: Property Address: 74 Bridge Street, Northampton MA Project: Check one or both as applicable: New constructionsexisting Construction Project description: Addition to rear of house consisting of a basement, livingroom, porch and an elevator Thomas Douglas MA Registration Number: 8544 Expiration date: Aug 31, 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:ti [ ] Entire Project p] 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: 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 3.)together with pertinent comments, in a form acceptable to the building official. �y£A A.4C�r/I Upon completion of the work, I shall submit to the building official a `Final Constructi ep''�20. 4,04,Fri t YMNP wt Enter in the space to the right a"wer or electronic signature and seal: T� 413-585-0641 dangtdouglasarchitects.com Phone number: Email: Building Oficial Use Only Building Official Name: Permit No,: Date: Trial Version 10_09_2012 Find messages,documents,photos or people . David Home compose <- Search results w A4 t► r Archwe h move $Delete Q Spam ... _ ® •; P 0 Inbox 74 Bridge St.Revised Code review a College Inn Unread Starred Cr pianeercontrac@yahoo.com Attached please the above v % Jan 4 201 m 351 PM 0rafts 2 ` Louis Hasbrouck<Ihasbrouck@northam ptonmagov> Ian 42016 at 405 PM Sent To:Dave Claxton Archive Dave, That works for me.The zoning is approved.vu finish the paperwork on Thursday.The project can Spam proceed. Trash Louis Hasbrouck Building Commissioner Views Hae city of Northampton Town of Williamsburg 0 Photos 14131 587-1240 omce (4131587-1272 fax f Documents Shaw onginai message • Tutorials Folders Hide +New Folder 108 Main St {�k To yy-David Claxton CCI BC0 :09 Main Sir,. 190 Universl. .. Fw.Re.74 Bridge St Revised Code review 196 Pleasant St 207 Main St 1 32 Mason:c S 4 School St —Forwarded Message-- 42 Pleasant St. From:Louis Hasbrouck<Ihasbrouck@norlhamptonma.gov>p To:Dave Claxton<pioneercankac@yahoacam> 59 North stre.. Sent:Monday,January 4,2016 04:05:37 PM CST Subject:Re 74 Bridge St.Revised Code review 78 Main Street 3 Dave, 94 Industrial.. That works for me.The zoning is approved.res finish the paperwork on Thursday.The project can proceed AWA-Indus.. Louis Hasbrouck Building Commissioner Bay Road lm.. City of Northampton Town of Williamsburg Bay Road Barn (413)587-1240 office (413)587-1272 fax BlueCross Blu.. On Mon,Jan 4,2016 at 4:51 PM,<pioneercontracwahoo.com>wrote: Canal Place Attached please the above with the calculation on open space as required by City Chuck Mille: Ordinance. College Inn Call wfany questions If ok I would follow with a permit application. Dipwell Thx FarnraY village David Claxton Former Bapti Pioneer Contractors FSB--M3c. 413,626,7267 Cell FSB--New Ha_. George-Mas.. Hampshire Pr. Herrels Ice Cr- 4 HOtel CdroeL. pioneercontrac@yanoo.com Thanks.On Monody,Januar) Jan 420 i 6 a1407 PM Hotel Nonbd.. Send % CD B I e• .44 saving m ^ n pioneercontme®yahoo.com On Mono ay,January 4,201E Ian 4.2016 at 408 PM Code Review Thomas Douglas Architects Inc 74 Bridge Street,Northampton,MA 196 Pleasant St. Northampton,MA 413-585-0641 CODE REVIEW December 15, 2015 Revised to show site areas January q, zo16 Revised to show alternate elevator scheme November 9, 2o16 74 Bridge Street, Northampton, MA The Historic College Inn of Northampton Applicable Building Code: MA 780 CMR Eighth Addition IBC, IEBC International EXISTING Building Code, zoo9 ZONING DISTRICT: URC Fnsti ng Total Site Area: 23,120 sgft. Existing, Open Space: 10,046 sgiL Proposed Open Space: 1o,165 sqb. Minimum Required Open Space: 6,036 stilt. (3o% of total) PROPOSED RENOVATIONS: PROJECT DESCRIPTION: • Addition of a 3 season porch • Addition of a new side deck • Addition of a new 4 story elevator- See attached submittal • Renovations of the building will include New bridge framing and openings where elevator accesses each floor level. z. Roof: small area of over roofing and new TPO roof sheathing Use Groups,Section 310 • lb. Non Transient Boarding House-No Changes proposed Construction Type • 5B Sprinkler System • The building is, or will be will be fully sprinkled with a NFPA 13 R system. • No changes are proposed other than new coverage in new areas, which will be design build. Fire and Smoke Mann&Detection 1 of 7 Code Review Thomas Douglas Architects Inc 74 Bridge Street,Northampton,MA 196 Pleasant St. Northampton,MA 413-585-0641 • 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 plans and device specifications. Seismic Zone • See structural code review According to the IEBC this renovation is being reviewed as: Prescriptive Compliance Method, Chapter 3 303 Alterations:Alterations 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. Maximum Allowable Height/Area(section 503-506) • Section 504.2,Automatic sprinkler increase, states that for Group R buildings equipped throughout with an approved sprinkler system in accordance with Section 903.3.1.2 (an NFPA 13R system) the maximum building height is increased by zo feet and maximum number of stories is increased by 1 story but shall not exceed 4 stories and 6o ft. • Section 506.3 does not allow an area increase for 13R systems. Type 5B construction allows a building up to 7,000 square feet per floor. The largest floor of this building is 2,057 square feet and complies with maximum areas. • The total allowable building area is calculated using the formula in section 506.4.1. For buildings 3 stories or more above grade, multiply the allowable building area per story from 506.1 by 3. The calculation is: 7,00o sq ft per story x 3= 21,000 square feet maximum building area.We propose a maximum building size of 7,688 square feet and complies with maximum areas. Maximum Allowable Height/Area Type 5B With NFPA 13R (section 503-506) Use: Rz sprinklers Maximum Height Allowed z story, 4o feet Maximum Area Allowed PER 7,000 FLOOR Height Increase per 506 (new Sprinklers&frontage 3 stories, 6o feet allowed) Note:the basement does not count as a story above 2 of 7 Code Review Thomas Douglas Architects Inc 74 Bridge Street,Northampton,MA 196 Pleasant St. Northampton,MA 413-585-0641 grade.(502.1) Area Increase per floor from 506 Sprinklers &frontage o (new allowed) Proposed Areas by Floor, gross Basement: 1991 First Floor 2014 Second Floor 2057 Third Floor 1626 TOTAL 7,688 Proposed Height 122 space 3 story, 45'-4"tall Fire Resistive Required Types of Building Element Type 5B Construction, Table 6ot 81.602 Primary Structural o Frame Bearing walls, Exterior o Bearing walls, Interior o Nonbearing walls and o partitions, exterior Nonbearing walls and o partitions, interior Floor construction and o secondary members Roof construction and o secondary members 508.4 707.3.8 Separated Occupancies There is only one proposed type of occupancy in this building.There are no separated occupancies. 508.4.2:Allowable building area: 506.1 Building area modifications: Building areas from Table 503 shall NOT be permitted to be increased due to frontage and sprinklers. FIRE SEPARATIONS: Table 508.2.5 Incidental Accessory Occupancies • Furnace room:Where any piece of equipment is over 400,000 BTU per hour input, a 1 hour fire separation or sprinklers are required. 3 of 7 Code Review Thomas Douglas Architects Inc 74 Bridge Street,Northampton,MA 196 Pleasant St. Northampton,MA 413-585-0641 • Laundry rooms over loo square feet:a i-hour fire separation or sprinklers are required. Table 508.4 Required Separation of Occupancies • With a NFPA 1312 sprinkler system and type 5B construction: • 420.2 Separation Walls:Walls separating dwelling units in the same building shall be constructed as fire partitions. • 709.1 Fire partitions,709.3, 1018.1, Fire Resistance rating, • i. Corridors: Corridor walls shall have a i-hour rating because of the NFPA 13R system. The exception allowed by table 1018.1 is not in effect. • Dwelling unit and sleeping unit separations in buildings of type 2B, 3B and 58 construction shall have fire resistance ratings of not less than i hour in buildings equipped with an NFPA 13R automatic sprinkler system. • 712g Horizontal Assemblies, Fire resistance rating: • Fire separations required between R use and R use: None Required • Interior Stairway enclosures. see Exit enclosures, ion below. 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 • 1207.2 Air-borne sound:Walls, partitions, and floor/ceiling assemblies separating dwelling units from each other or from public or service areas will be constructed to have required STC value of 5o. See the construction drawings for code compliant assemblies. • 1207.3 Structure-borne sound: Floor/ceiling assemblies separating dwelling units from each other or from public or service areas will be constructed to have required impact insulation class (IIC) rating of not less than 50. See the construction drawings for code compliant assemblies. • See drawings for STC wall details and ratings. Means of Egress 4 of 7 Code Review Thomas Douglas Architects Inc 74 Bridge Street,Northampton,MA 196 Pleasant St. Northampton,MA 413-585-0641 Section 1009.1 prescribes that the width of an interior stairway cannot be less than 44 inches. No changes to existing. 1118.2 Corridor Width The required corridor width for this project (with an occupancy of less than 50) is 36".Widths of corridors in this project vary, but the most narrow corridor in this project is 3'-8". No changes to existing. 1018.4 Dead ends With an NFPA 13R automatic sprinkler system, dead end corridors are limited to zo feet. This project does not have dead end corridors exceeding zo feet. No changes to existing. 1015 Exit and Exit Access Doorways,1021 Number of exits and continuity In group R2 and R3 occupancies, one means of egress is permitted within and from individual dwelling units with a maximum occupant load of 20 where the dwelling unit is equipped throughtout with an automatic sprinker system of NFPA 13 and 13R systems. 1016.1 Travel Distance • Exit access travel distance (,o16u) 250 feet, but modified by 1021.2 below. This distance is the same for NFPA 13 and 13R systems. • No changes to existing. Travel With NO With sprinkler Proposed max travel Distance sprinkler System distance (1016.1) System Attic space 25o' 74 feet from attic corner to 2nd floor exit stair 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. No changes to existing. This building has an existing interior and exterior exit stair less than 4 stories and we estimate that the interior walls have a fire resistance of 1 hour. The rating of the existing doors is unknown. No changes to existing. 5 of 7 Code Review Thomas Douglas Architects Inc 74 Bridge Street,Northampton,MA 196 Pleasant St. Northampton,MA 413-585-0641 Exception: Stairs in apartments: Stairways serving and contained within a single residential dwelling unit or sleeping unit in Group Rr, Rz, or R3 are not required to be enclosed. No changes to existing. 1208.2 Minimum Ceiling Height requirements Minimum required ceiling height:1-6" 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. No changes to existing. 1029 Emergency Escape and Rescue Exception r in section 1029 allows sprinkler systems (NFPA 13 and 13R systems) to be used in lieu of emergency escape and rescue openings. 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 exit signs installed. 705.4.2 Door swing. All means of egress doors will swing in the direction of travel. roo8.rao,705.4.4 Panic hardware: Not required since this is not an A or E or H use. Chapter 9 Fire Protection Systems: • 903.2.8 Group R: An NFPA 13R automatic sprinkler system shall be provided throughout all buildings with a Group R fire area. The fire alarm vendor will supply a fire alarm narrative. 21 Energy Conservation Required values according to the MA stretch code for this Existing building: MA: climate zone 5A All existing ceilings,walls or floor cavities of the building envelope exposed or accessible during construction will be filled with insulation that meets or exceeds an R-value of R-3.5 per inch. The roof will be insulated and air sealed. Any new replacement windows will have a maximum U value of 0.4 Any new entrance doors will have a maximum U value of o.8 6 of 7 Code Review Thomas Douglas Architects Inc 74 Bridge Street,Northampton,MA 196 Pleasant St. Northampton,MA 413-585-0641 Level 3 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 3 alterations is required to meet a certain level of energy compliance. Any new element within the work area 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. 8o6 Accessibility CMR 521 The work is within a private dwelling unit&thus does not need to be in compliance with CMR 521 • End of Document 7 of 7 o,,�twlr'r �7 t o1 (Gil DA 4211:. of acv artlTA111pt011ti DEPARTAifNT OF BUILDING INSPECTIONS 4I= 212 Main Street ' Municipal Building Northampton, Mass. 01060 WORT R'S COMPENSATION INSURAN(.k AF1IU)AVIT L, Pioneer Contractors (licensaeJpermiUre) with a principal place of business/residence at P O B x1144_ Nnrthamptnn, b7A O1061 ( bcflei)_coc cool (snrl/city/stalrinp) do hereby certify, under the pains and penalties of perjury, that Qfr)/ I am an employer providing the following worker's compensation coverage for my employees wolfing on this job: - nsnra cin• Co4957012001i� _ b/ nln (Isurano Company) (Pinny Number) (Expired-on Dan) O I aur a sole proprietor, general contactor or homeowner (circle one) and have hired the contractors listed below who have the following worker's compene'tion policies: (Name of Contractor) (Insurance Company/Policy Number) (Enpimtion Dale) (Name of Contractor) (Insurance Company/Policy NumFer) (E.wviranon Date) (Nate of Contractor) (Insurance Company/Policy Number) (Expiration Date) (Name of Coulraaol) (Insurance Company/Policy Ninnies) (Expiration Date) inns aM bean drat ifnecaury to=cluck information pav=ing to.0 wm.umn) O I am a sole proprietor and have no one worizng for me. O I am a home owner performing all the work myself NOT[.pias be await that wtilc bommwo- who 11%pace=to do corntrucdoo or Air work ua&waling of ml mac Than tine uniu w utich doe laconcoonacr ratio or m Wo gaada wlrteaup tln[1n art w(gmcaly ed to be Mayas Linda-11s woad, mr t'm Ad(GLl52y 1(5)),apptintiao by a hnmwww far a lice a pa=ct may coidar`T be lager amus of an employer nodal-to Wohda l`.mp.....aioa M. I end nand tn.a copy n(this,tri ' may ba(uaad.d In We Dcvdtt..oi ofIuWtnal ArciSecte Office of lnyana for Wa wage vrri6arim and Ma Catlin to scrum covcrnga arida cereal 25A of M01.152 on laidto tine==ofaiwwl pm+lba cornicing al a hoc of up w S1,500.00 andtor iniac ®em of up to arc par and ayil paNtia wth foam of a Sop Wat Olde and a 6m 0(310000 a day g.irro me For dcpntmrtal an only / '7 Permit Numbs S I Maple' Lot k Si hue of LicensceJPerni • i• - 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: 74 R;Acr. S r The debris will be transported by: ty..- _. 1[r The debris will be received by: �i;.)Iw ICA(. I rt Building permit number: Name of Permit Applicant ��, ze [ ✓ fi e;14 ) 11 7/\,)2 �' Date Signature of Permit Applicant *Weia P •l,�,,,,,/, 6r?w i S�S/'7 N PROPERTY Or' JACOB eeITH ENG' ERINO WAY DWelI h MAY NOT DE USED IN A x-4,. ANY'w.v ip„W i,.0. „ y e Po"aMSSAu mv'rn cni �i>. City of Northampton —' '- 1 —.— �" Buiidng6ePaamart z ",ai. °,p3. _. s _.._ „� Plan Reviewo BEAR TOP OF WAUL I I1HNeRn Ain toul ""VT" °` Lo Northampton, 01060 7.-..F t . __ 212 Ma z , rFt. M i or, in, � o � >zv• ww(Omen r. i f5 B4R5 .n �' .e *# *KKR))) Z 4 x ( .:+ms Y� Z ve �b I • -0U ba b Po M W � �p Cu' ()KICK 1 F C G P f W J • W A- tC ?- S . P^.. K)))440 t_3 r Z— CO m w. e< R u `a o - retie, C0000001MSfLLatlW I w I axoxpr ER i)2 p BARS,apwo PIT em tuft. Z W I p q W O KKTKO WT 0 )N oc .. . j ^i f A Pa a a`--B ELE,,. I I �I ;roil; µ I8 :?Jr9r ZZ I -ii T' C e n TURN ppm ie S � � toe COLUMN o of AT EA„ooRNER Ye£h0 4 // ekes. VI 4 JFILL - \ p OC IR RNBk o LL z t i— - " « t Si Ifa & 4 '''\ �u/, '--� f I r 1/11(211 tll f e I � p� C B i� .,in.‘'. site soma^.t'"w°.O S' S F. �IN"OAK BARS 0 7 As DC KITTCAL AK 1 BERMI AT FA 510F Fee AND 0 POCKET CAR + - °i,a } 1 [COMMF CP ()Y f rear's 05, St A x u vm ((( • LS_ Y 'k • BOY s CRop r 'T C4 Z F4 PLAKO UK)!A VAPOR CN. P. ofR t It I 1- ` x KAN SET ,i{) ' - INKLARON AS YP n I 1— r_ =KUM. rr etu1 W $' 1 ppru egi o$ >v-°i' J W • I C DEP. L l wa"":' fz U W o r e 1 7 p � c� DRILL A >� m� 4 ilf IIDOWELS K KKK a NEW CASY .r Nf ni vete,— KES ne TO ca xuws IR BARS m �+ `,`f ° OU? II I 1 . p Nome.ANCHORS OKYLKOK ranee WI(2).• I Z ) BARS lea OIRTNEsLLA OW OC I W f ,. e''_,t. } z ,.L.-it' - r. NEW ELEVATOR ENCLOSURE FOUNDATION PLAN �„ _ Si I.See General Notes on sheet S] DRAWN 8Y: 2,Coordinate all dimensions,elevations and openings with architectural drawings and mechanical requirements. JI.S, 3.Footings shall bear upon undisturbed native soils.Center footings below bearing elements above,Unless Noted Otherwise(ILN.O.) i°sUE p'h. Set new footings a minimum of 48 inches below final grade. 1./06/17 4,Footings shall be the exact sire shaven per plan. '4' S.Isolate new slab-on-grade from all walls,columns,and utilities. 6,Coordinate all wall reinfrcing bars and new cast-in-place anchors,An Clsbfn-place anchors shall be located and recurred as required prior to wall pour.(NO WET SETTING OF ANY ANCHORS-) so- - 7.Coordinate all elevator shaft requirements such as sump pit location,embed guide rail anchors,and pit access ladder withNUMBER.. Architectural,Mechanical,and Structural requirements. _ r'x" X.Coordinate continuous top await 43 bars,cast-in-place,and post wall pour hold-down anchors. r Bnmems°NN°rr y wo CONTRACTOR SKrxose� LL$5 REPOB {t CR E{EP ERs Strpr OLKILKOLLOO vm rry r$C 1 N E THESE DRAWNGS ARE THE \, PROPERTY OF JACOB SMITH ENGINEERING ANDDESIGN, Pc- NOT BE USED ANY WAY MPui WRITEN 201 W 1 g PERMISSION COPYRIGHT ROI>. Z a ,le 'oMB�.xo mem W N `4 `44RIM�mur AT NEW j °� mxzs p s` PERIMETER P• T f szs 10 W/to HNoo. mtO 0 TENSION Box Z � ,- --\ C7 ji Pca fiLU • E LL W/•1) LU 0 i�x 0 le N � /.C. • Z w CO d ms��ANCERSM� z �J� ffi LID CAN EBNA WIn Al CANTILEVER EDGE d / w o PONT ABOVE frt- ALVL DI /7/ " 3W bof :one 5'3`" r� LL 20STS ABOVE / ES Nti: L I WNSSON TM .IrENS,o . � E° m w aEXTRA rosT AT urvn�rcR EDGE EJOSId DOS e.B RM BEAM t 0 U0_- 74 Z CWAND5A PLATn" (�da BEAM POCKET AS` I,, .14 �Iq3 II W Z d� IYPIEAr !ba DC e q � F. z �� °` sl",'1. 0 0 2 Ne:' — HANGERS-4 al as'4'c•�. e B O,,c. _I w w 0 SE�Dl• Glia � '� z z • ��� °xALEND w o O v,,m;ALMI A_, ronT � I_ ooE"xi V LU bL o LIMO x 11,1 Ce sd [. 1.11, .J III Obe0 ¢ o ,,, 1 �l� 4 O 2 CI3 1;2 LU 5d w =LU n Z r `--O w +(<-1 V Z . V .. y. . { NEW ELEVATOR ENCLOSURE MAIN FLOOR FRAMING PLAN =we DRAWN BY: E. I.gee Ne Genenl Noles on Shed S7. E.All Munee an dimensions,elevations and openings with architectural drawings and mechanical requirements1/06/I7 3.Poam 10 LVL tins u llllu be fastened etogether edh(2)together Gra RSSefed x Se oncenterate 2 05 at h%r odd sign_ canvas. 54 Posts shownIertbelow.of verical x shallx6squkantlocks bean floor system vatc5uon NOSIbvWSwood design manual SQlndimks the number 2x4olvensel or 2x6 squash blocks in the llaonyfmm el the column above locations xxxxxx ALL BSMALL sEEraET Mxfms S2 NE THESE DRAWNGS ARE ME 'N‘li PROPEERI oFANO DE9GIm ENGdt MAY No HE untb IN ANY WAY WTMOUT WRITTEN W ��S PERMISSION COPVRWnt 1017_ Z eN Ur > n 0 ID %hp ATar T CORNERSWAPS t0""'+ xLw Z ,s W PROWL A [ E toN[E ABOVE < PLATE AT L POST r bz (Y - ` xE POST 9uETIPICAL 0 t , �� • a. TFn. e I NEN SI PO' t POST W/ \ �z22.22s e . W. TIES TENSION (t-Iyj W a Lii T LO ....2.2 �� j / INY'. W t A� Z ki 00. j 42 KAM 22 ENO or EA II' •1113 �z< ,n �, as n PL. W Z LU VIII WALL INSIDE WNL FACE y 6ti cN I D NQS PAANWTH ea ELAT • •S lit (1 III \ E45T1'tR St l a MPO vs 1 { <2 P. [fs Sx.., WO RSPs '7 t1 g B ('4,4A..1“...4MY v ¢ in / xlirc i I ( ) oY 53 S /(I) PM h"no " M q i� �p rvvW*0 8'QC STAGGERED AI EA SIDE CF PO5T RON ) u) N y n eR II \ tl] ns Y O �W� _ ii 1:11•0 Pilaf mom ea W. ( POSST+fK I/ { W I K+ tan w se5 �-�, J / ,, , t ( xi ET) R d� S ML {y_ H am +st , � LU Z mo s� +ow'� n.2222 c '23' i IQ —0)) n Kr? '. CL toH BLOCKED PANELS � xz—sI 3 '. a GALVANIZEDECLJ rsazox aT �.x�rsns �a ' � "4 g� ) rcTmzmwxsnacazN5 ° d¢1SW 55 J W Wa 3 moms r Y 5W I WOL no 1. I = IG a Oyy) �*a 9 111- 2) i la W O mE .1048 / AT 6I aalwcW I I I .rEwN° ,=.-i i_ O s run STING RAFIO R E WML P `§§t '�� O a n .�. Dd J m ce M Ea' 114 z, Y MAINew o) 6 LB°xrrPm e Amo p T sLU .-,-,3'PATCH INDICATES NEW INTERIOR BEAPiN4 WALL AND SHEAR WAll /ea .tD00 WI 4.OC tS6 D0°-PSI an wRe•,a. 5 .W (� _ .' ,!. \' LOc S YGC AP ALL PANEL n4 EOO .44,/`it. SNALL BS fit0Cqo Y �t 0 -I t I md / £R_rR Pi Ls r' Moos�_1M� tea'.M�1�—tn� '_� .I // ` ASEw.Y9 ttPS)V.am / WG 1COM j ` •�. .Id I DRAWN BY: JF.S. OMNEW ELEVATOR ENCLOSURE SECOND FLOOR FRAMING PLAN '/dc'" 1.$e the General NOICS an Shed 59. x.m j'.1.D. n£u5l°xs. O.Coordinate all dimware n,tJand openings with arehitcvM1vel drawings and meantime'meantime'requirement. L e 3 Pllts me eshowi below shell T ptnsten3I nether with I e ORK .M. g (..the 3be m satanl5 i vt3605 NOS wouddcsignmanrui. D .co hP,Melft FILRWEERPNnlIFIELD E„ND YTDI &NEESSrREc oFF‘EiE 1. N E MM,ORA'NDS ARE Lx PROPERTY Of JACOB SMITH ENGINEERING AND DESIGN. & MAY NOT HE usED IN ANY WAY fail W4(I1YN w s of sav+COPTwm-= ?az r 2 eVm rE "sfxunDRE �'`S�'wcnRE1..�-1 a Nci,' a ! 0 CO ME 116NEW B1r-FrAF—W Fa 1r“21Lo 4,.. 101/4.6143052 5 TENSION 62 Q eD f A a s :1 -7111.21-. � 4111_ Ar w DNC CORNER SmAPSUr 'rht 20161400°'r Sow, cc • - ay uALL PANEL MBES SHALL BE `NE w C) SHALL BAN HORIZONTALLY NO MNICAL PA< �� \ s al CO -.Ce. HI ,. \ OWNG (1 t ea D A ao sc C7 u. to / \ D W d ts D 2 w < I / It w W U rtn Es /SIIN h i En I SM s mn -C- KM-51)92.5 MAMAa k �1 0a wr ra,ERNEWITER R SMEAR AL±6ntpa . / xDocc-PI. L(2)eLN LEDGER;/- APA R i WODO 66206110Area i. t 6. D KV,a ° 35N ; S REA 1) .. 1 soc. EWsme.. SA : L R RiHM " m EL 9 AND 120.2 AT ALA PMEL a fan e °�nxtn sn Axa<w./AEE °W PANEL HORIZONTALLY N°K¢Y E AMC.O PANELS 4°HANGERS-6� 1pymp wERaAsNxIxEME.Rsomw COOS Ill fn .wc mwADM c (4•)3$gmuuw5 Z ji = I--1 e.E.En.R�rreeD. mom,cu'ENiic Q 11 I. —I w J y 3 w „.1 pi, 0 O Eg Li � ," • Cd 14) e° 0 oS � tUrt P AYR ' c I r o = ma I w � a 11 C -±. p...- -pFC 2X6 ENO POST / . _... _ ..-_. .. _. xR¢i NEW('r tEEK'ou 0C2aL2RiD I S . Sbh VO ! • ail I. o y.....V a F l ..'.. .. NEW ELEVATOR ENCLOSURE THIRD FLOOR FRAMING PLAN �'` ,..rt,F`f S4 I See the Osnerel Nolef on Sheol 57. 2.Coordinao,nil dimensions,eingnons and apcnmgs with archircclmal drawings and mechmdcwl tequireinenls. DRAWN BY: ]_1IIts nc Yt}q.ow.Ssbnitpstsshbe dhefs tpcrt with ge has s3i,ltdin`'mLameof lb'05a Swoodach d:face sign J.F.S. i.Postsue shown hc1°w-3ollt op pmts shallhe fAslmed together as speefiN in sealan15.3 of the 1505 NOS wood design mawnl. ISSUE DATE- 1/06/17 e:r4•x- ALL ER AN AM COMMONS i .: 4 OWNEANY PORTED DO ERONEER N E �I THESE DRAMNCGS ARE THE �; PROPERTY DESIGN. y TENSION CMxc<Tws w/ -- k MAY NOT BE VSED N w I p T RANCAIG.WIGEtT[BS fW nG0 _ AAAA_ NY WAY MOVT WRITTEN 5 ,NCE. \r' h PERMISSION COPYRIGHT 201. _ Su/ p Cop I) /OI FASTENING TACGER CLEARANCE SEEP �1 NI I �Y +os CM II y; t l d T. 1 + I t Tri�\•f EXISTNG 25 ROUGH CUT 1 LU ro C co ���� —�I '� i Ym W/ ld Qo n f'r �. AND 0 "EW STRRn<mRE III .. o�:t�sPE.PUN �M/BEAM Lw FLUSH I LL s',zi �PCS,. 2 NEW a FEL POST W 2 w TSa n.. MmC.o,r„ON STRAPS/HEP, eI) 25 LOW) 121 Hoc. 50525(mw) PRCMCE SOLID BLOCKING AT ALL 1) I I z 0or_ co 24 S r n - X LE EACHW END<f E.AU,PS RAFTER NEWr"° °:.m�5. DORSAL 'n I I w 0 TT I 1 ICAL APA RATE0 — 01 rsCONNECTORS All-THREAD �I (TT)Rs re/(UV X A CCIMAIONS EB'HE EXTERIOR aEM,nDx TYPICAL RUTTDPPLEASaE�µGE �� s BOLTS S 0 LONG CORNER SIR,PSm5�GRADE 0 PP PANEL BREAKSALL PANEL_ EDGESSTALL SPAN HORIZONTALLYRACAL rBo ), • .w CORNER AT — 11 11-- ! vsn,<_w W 0 MR i FE" --1 I I I MI t I ' ' IF I h i t ( ' m ISTS AND WALL STUDS in a a. warm sTOE < N PS. CUT MY a 416%! X 5rX5X PST POST TOGETHER rGGRASS Nr " Z NEWp 2 Al(.BEA END = E I)STAGGERED BOLA Twat E w/Tx COx2 5 MaOFS�mR nS SUNG " 1 s4'x, NTNUO At EACH w/[TTC ANDS MED:;IE „Ea EA AT SIDE 5 AGIN ROOS STAGGER (I - I TI W ,STRAPS RES SCREWS D.C.n<R COORDINATE px<nnus (2) ihh P ST Hw. m,¢.,pDx'IW _ 5D52CLEARANCE ' RUSH lima' O ID 5(LOW) a x°a DS• TE /x it SCREWFUEXTU T LVL 8/WSHIt= -¢[�e�:. o .PA.,wwD'B/24 :'va il . W Z TRU wac.rfc F. G f H r�MI O MONNSDI l4O A HAwQ C B 0 ATTACHED WITH'DE - • 2' Z zEcaS FIELDS I—i m,IIr R -=i' No 4.rN _ oT . 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CL'Pre friMelY=An"• -10.11':8IN14.00V.-10 It)01 Zry1Z5.1111:1111151 fir‘ NEW ELEVATOR SHAFT SEc i tON NEW ELEVATOR SHAFT SECTION ,,tryZEry. zry :wm , see .. i_,.. MIX= Sail I Set General Notes on sheer 57 Genet-at Notes on sheet S7 2 Coordinate all dimensoms elevations and openinge with 2 Coordinate all dimensions,elevations and openings with I let OIMENZNS AZ:0401:011$SHALL oe architectural drawings and mechanical requirements architectural drawings and mechanical requirements ;No Amu.a La tonanAcroR Arm LgiirtEBuEzNRaDo Ti.,ThE,„;,Nozr S6 a GENNERAi 7-570112171 MOTES MESE GRAW ICC ARE THE OFSION LIVE LOADS. .AIS IAC. PROPERTY of d 000B SMITH 2 ENGINEERING APO n UEsl6N . ' LAB prY 9 &ANMYAWYPNOMTTaHCOUUENRDIITN TEN PAW55 COWR.GH 2017. lon ,P' Stlrf / q1e�rs Wp. ttrcfakexnp DESIGNCOOTS \V � - -P' r BA SRO C (AMC) z QM. —(D Ey Ti (J/ Z N •American Gamma µ____ _ I C1 Rsl 41p� r ny l' mfo MSteel I NT \ W POVN TIOU' . n o •Femtlurvm as ,yut xv« 1 -fin :mil Waoe,N PI Id C -:O 05.7 mame 7777 nM ags. „Grim Is the mmier.f F777am t Z r alo d 8 I T ` ' Y 71 Q I q % 41 a - w .l compacted fill WP^..tmvI na en 1 n ;. (2)0 o nme. P OWwf z Q— APow Pas < Is. CONCRETEANp REINFORCEMENT I W- •Careesft bo S IM eAC dm of9rvmd Ccamett SU ":/a y,as Z LL •YJ Mmnnw amm°5777-7707°7•7•7777,7•757m777e LDCH O ikk -4- Fie▪ s'7 1� I TYPICAL WINDOW OR TYPICAL FOUNDATION WALL STEP w �, W n me, E' o-, max S n 57� DOOR REINFORCING " .• r" I S Generalsheet. � tee'. r=Io- z hH mSlumpzdG •Wormed Kv .85RA :e6' SeeGear*M' ,aPs mut. }e. 6 hA.b.e Gramma" Fe AIal b lanced a ACIM JNv t C1 2 e all.li wa,ekvl h PG .173W •( u - k r I 'dya rrea h. cPenu4 wen Archecurar ernwmla 1n •Aecp 0 oCilCAIrte and fie and Oilmrnt 2 CO Gud ' M N f ♦ �� �. Q ofnS a ilbcpaA M Reri 1 _ _ WOO FRAMI � ,¢f •Ihauctsmee met a do Dimd FM AP he f:*N'!mug. and Al tsir ctna. J • Y w "b " c wP>a r - w..a M1no a GTL. rn� Orates !Ratko_ca s¢ 907 vmcua c „� Top W9Pmssim nanmpan.so aPmi.Nlud hemPus Joist nrr heatedDoug or Se lA mPpm« o,hK c. As,Ennox a-57 lWaiu E5Fua5AwNG5 raft = • N "Pep=Treatedl M shall be%PROS MARA&of LAB epreTONIry h has 77 preSSUtt teemed with d Jeal 1 �' MN.01.0.stant solution.ewes n8 1 d &fon moodwith SEN PLANS w. m� f � AR W Z AI plan. rn fo dar Ib M a a s els (zinctamp CC Z U SIAMPAI.ad hm. l a n P�spN m ps..wdr -� 57217. ca�orrm� mom Ic treaBram madams MT nyearity wdh cum naruex ACQC007 D�[D-OWAal-1fl - _ E.� 1 1 (f'1 LU AMMONIAC A?IFRS. lyl J J W f __. Y} 0 (7 Mall be not Its,ihan Het Dippir UM aped meetufir reepriancnte of A STI A00,such as SumpSumpoon 1MAX 10 155/All A s 757NY.A a n A Wwr rees reINMb sA uchA p and tc sue SN avdua and SMA 1 P V U-1 W For wawa a "puma ndo eins„Lb aeelim N kesnodl 3 \ TYPICAL SLAB-ON-GRADE ( TYPICAL FOUNDATION WALL 2nencrs 8 O •Damn a. me' �' S7 CONTROL JOINT(Ci.j S7 CORNER REINFORCING 77 tum LU V g o esu 1 Le, VUR pnE -'I ,0 pm . •Wud Shand L be F 1 S.L.I'. h 4 5. 107 psi I Smelt 256 P NoI' G Sec General Notes on this short. I 5. General R 1 F sheet. •:Milt up wood roma IWl be d f dr N0a il o "' Coorennleel8mev solo std openingswith Architectural era,nn®x 2C N hIJ elevations mdoPoxingr •test Shcadste OCPSI COX a APA nud9 NT common nee a e'on mm¢.el with enbcunl Jrnwinpa ')SS O m slip edio me J ane Relic. al {te •wW-- r a .DDtf CDxpR oudAPx a µ. J b Z • mon▪ -alters mina to ^ 0f o +Lng it Reek tO4S, osgca4G.a- ." 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