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32A-255 (17) I ' den_,ral applicatig V exposed t�f a� rT1 z Qfl�l tl 1w 1 +rlfa Q"�✓ .r,. r+,n .,a.rx -:� c 1 •"c ;:'�, $1'`11 ?Y a4.:It.i"§d. (PRELUDE® XL 15/16 L-xposed Tee System Physical Data Maximum Fixture Weight (Material LIGHT FIXTURE Hot dipped galvanized steel A.Main Beam to pp 9 Main Beam Surface Finish: Baked polyester paint or anodized Face Dimension Main Beam T >< 15/16" Hanger Wire(•) (Profile 1.Fixture* 24"x 48" 24"x 481" EX osed tee 2.Planning Module 48"x 48" 48"x 48"" p 3.Hanger Spacing 48" 48" Cross Tee/Main Beam Interface 4.Item 7300/8300 69.27 lbs. 49.27 lbs. Override 7302 End Detail Item 7301/8301 100.0 lbs. 72.32 lbs. Main Beam:Staked-on clip XL Cross Tee:Staked-on clip Duty Classification Intermediate or Heavy-duty Main Beam Load Test Data HANGER SPACING 1.Fixture* 12"X 48" 12"x 48" MAIN WEB ASTM LpsALF 15in0€�PaJn` 2.Planning Module 48"x 48" 48"x 48" 6_FANS LENGTH H_E!G_HT GLASS 2 5' 3.Hanger Spacing 48" 48" 300 144" 1-11/16" Intermediate-duty 13.0 6.35 4.Item 7300/8300 54.26 lbs. 47.17 lbs. .301 144" 1 11'16'-- Heavy-duty _ 16.5 873 7302 4032 144' 1-11/16"-Into ediate-duty 130 635 Item 7301/8301 100.0 lbs. 63.32 lbs. 8300'834033 144'____1-11/16" Intermediate-duty 13.0 6.35 6301 144" 1-11/16" Hea y-duty 16.5 8.73 402 120" 1-11/16" Intermediate-duty 13.0 6.35 7306 14o" 111/16" Intemediate-dtty 110 635 Cross Tee Load Test Data HANGER SPACING CROSS WEB Lf /LF_L jg�pa V' TEES LENGTH HEIGHT 4' XLY31 8/31 2 4 51 _ 12° 1-3/8° 40.45 1.Fixture* 24"x 48" 20"x 60" XL'368 20 1-3/8" 4045_ 2.- ___. Planning Module 60"x 60" 60"x 60" XL,128 24" 1-3/16' 330 - - 3.Hanger Spacing 48'" 48" XL7328i312051 24° 1_-3/8- _40 45 4.Item 7300/8300 56.47 lbs. 43.21 lbs. XI 8423/832052 24"'_ __I-3/8" 58.28 - 7305 XL8320 24' 1-1/2" 59.78 Item 7301/8301 56.47 lbs. 65.46 lbs. XL7378 30" 1-3/8" 20.84 --- XL/330 36" 1-11,16" 2311 Main Beams tested as follows:7300 tested at 13.0 lbs./LF to 1/360 of 4'span:7301 tested at xL7148 8' 1 3/16' 60 16.5 lbs./LF to 1/360 of 4'span. X,_8340/833033/ 48" 1-11/16" 12.25 XL7340 xv341/XL8341 48° 1-112 _1659 LIGHT FIXTURE X1/342 ____48- 1-1/2° 900 B.Cross Tee to XL7348/313051 48' 1-3/8" 7.35 Cross Tee 'XJ XL/357 60" 1-11716- 747 XL7358 60" 111/16' 7.57 Main beams -- - XL7380 96" 1-11,16' 11.90 XL/390 72" 1-11/16" _ _12.23- - - Hanger Wire�•) Seismic Performance 1.Fixture* 24"x 48" 24"x 24" MINIMUM LBS.TO PULL OUT 2.Planning Module 48"x 48" 48"x 48" MAIN BEAMS COMPRE$5IQhVTEN$ION / 3.Hanger Spacing 48' 48" 300,7302 7305. 3350 g p g ,3.1032.8300 4.Item XL8340/XL734069.27 lbs. 80.55 lbs. 4.Item XL7342 40.89 lbs. 52.26 lbs. 3u1 W01 330.0 5.Item XL8341/XL7341 81.67 lbs. 100.0 1bs. MINIMUM LBS.TO PULL OUT CROSS TEES COMPRES$IQN/T_jgN$QN Al XL cross tees exceed 300 Ibis in both compression and tension. ICBO Reports For areas under ICBO jurisdiction,see ICBO evaluation report number 5173 for allowable values and/or conditions of use concerning the suspension system components listed on this page.The report is subject to reexamination,revisions and possible cancellation. -4 I`__X -To derive maximum Ibs/SF,divide the on-center spacing of the component into the Ibs/LF given in the load test data table. 1.Fixture* 24"x 48" 12"x 48" 2.Planning Module 48""x 48" 48"x 48" 3.Hanger Spacing 48" 48" Color Selection 4.Item XL8340/XL7340 49.27 lbs. 42.17 lbs. - 5.Item XL8341/XL7341 72.32 lbs. 63.32 lbs. ColorReady" '.WH-White I CR-Cream "Fixtures weighing more than 56 lbs.should be independently supported.Fixture weight is - -1 HA-Haze _:YS-Oyster based on single fixture only.For end-to-end fixtures or other configurations not shown. PL-Platinum AD-Adobe consult your Armstrong representative. BL-Tech Black AM-Mirror g Color Chip NOTE:The above data is based on 48"hanger wires acin board weight of 1 Ib./SF. AR-Brass I I NA-Natural Aluminum maximum deflection of tees not to exceed 1/360 oft the span,and suspension system WA-White Aluminum I_ MY-Gun Metal Grey installed in accordance with ASTM C 636. HDC-Hot Dipped SG-Silver Gray Clear Coat SA-Silver Satin _ L__ NU rL(;oior ch,ps included wan samples of Armstrong grid.See your Armstrong representative for sample nate,.al.NOTE:Items 7305.7302,XL7340,XL7380,XL7357,XL7358.XL7128,XL7148,XL7348.XL7330. nl 1'318.XL7368,XL7378.XL7390,XL8320.XL8341.XL7341 are available in white only TechLineTM / 1-877-ARMSTRONG 1-877-276-7876 www.armstrong.com CS X44-504 ©2004 Armstrong World Industries, Inc. Printed in the United States of America rUSp :nlsi SyA 4. cn t'r w f Recycled stron Content: 25% PRELUDE® XL 15/ 6" Exposed Tee System Prelude XL 15/16"Exposed Product Description Tee Systems combine exceptional durability and Materials system stability with A.General: installation ease. ASTM C 635(Intermediate-duty)(Heavy-duty)main beam classification,commercial-quality hot dipped galvanized steel.Exposed surfaces chemically cleansed,galvanized capping prefinished in baked polyester paint. Key Selection B. Components: Attributes 1. Main Beams:Double-web r construction,web height 7 7300(144",routs 6"OC,Intermediate-duty) ' •PeakForm?M I , 1-11/16"with peaked roof 7301 (144",routs 6"OC,Heavy-duty) patented profile top bulb and 15/16"bottom J 7302(120",routs 6"00,Intermediate-duty) increases flange with prefinished steel li 7305(140",routs 10"OC,Intermediate-duty) strength and stability for capping;one fire ex ansio1 734032 3600mm,routs 150mm OC, 9 Y Pp 9. P ( improved performance during relief per fire rated main Intermediate-duty) installation beam. { { •SuperLockT" main beam clip Fire Guard Items s engineered for strong, ❑8300(144",routs 6"OC,Intermediate-duty) CJ 8301 (144",routs 6"OC,Heavy-duty) secure connection and fast L 834033(3600mm,routs 150mm OC, accurate alignment confirmed Intermediate-duty) with an audible click;easy to ❑Other remove and relocate(patent pending) 2A.Cross Tee:Double-web XL7340(48",routs 12"OC) 2A. 2B. •Double hem added for construction,web height C XL7341(48",routs 12"OC) 1-11/16",15/16"bottom ❑XL7330 36' 4°ismml improved lateral strength ( -- flange with prefinished steel ❑XL7380(96",routs 12"OC) I i5;3z (XL7342,XL7348,XL7328, cap and override at each El XL7357(60",routs 6"OC) XL7318,XL7368,XL7378) 11 116, 2•. end.Staked-on end detail ❑XL7358(60",routs 20"OC) (43mm� aamml 3s�,mi •Hot dipped galvanized coating allows easy cross tee ❑XL7390(72",routs 12"OC) inhibits red rusting better than removal and remounting. I, electrogalvanized or painted s stems -tsns°4m { -tsts-I sns° y (2m) (24,­) —I (24nun1 -- •Rotary-stitched during ° manufacture by a patented 2B•Cross Tee:D ❑XL7342(48",routs 12"OC) construction, method for additional torsional 1-112" 15/16 Fire Guard Items strength and extra stability during installation flange with pr ❑XL8320(24'1 cap and overrid ❑XL8340(48",routs 12"OC) •XL staked-on stab end detail end.Staked-on end detail ❑XL8341 (48",routs 12"OC) provides tight,secure locked allows easy cross tee L 833033(1200mm,routs 300mm OC) connection;easy to remove, removal and remounting. ❑Other _ reuse and relocate •State-of-the-art on expansion 2C.Cross Tee:Double-web CJ XL7318 12" relief on Fire Guard options; ( ) 2C. construction,web height ❑XL7368(20") provides greater strength and prohibits distortion of grid face flange with override finis each �XL7348(48") 15/16"bottom C'.XL7328(24") during installation •10-year limited warranty; end.Staked-on end detail ❑312451 300mm,center rout) 15-year with HumiGuardT" allows easy cross tee L'312051(600mm) s° i �35inmt �35mm, Plus and HumiGuard Max removal and remounting. ❑313051(1200mm,center rout) °° products Fire Guard Items ❑XL8323(24'1 1-,5,6-1 ,516 .p Typical Applications C 832052(600mm) 24,nm -I ,2411,60 I- -i Other •Retail - •Schools 2D.Cross Tee:Double-web C I XL7148(48",routs 12"OC) 2D. construction,web height ❑XL7128(24'� �6n,"mom Imo_ •Offices 1-3/16",15/16"bottom •Hospitality flange with prefinished steel �. •Fire Guard applications based cap and override at each 1 end.Staked-on end detail 1 on building construction and allows easy cross tee local fire code requirements removal and remounting. I- 3. Wall Moldings:Hemmed C 7800(144",angle molding,nominal _ (angle molding)(shadow 7/8"bottom flange) I molding)with prefinished C 7820(120",shadow molding, 8 exposed flanges. nominal 15/16"bottom flange,112"reveal) _L —1 111—) 1— r� L -High light reflectance and good sound . o absorption -Improved indent and scratch resistance -Detailing and grid-hiding scores with Hardware Frierdly Options - -Humidity-resistant HumiGuardTP" ' Plus performance --•-• -BioBlockT"paint on face and back -10-year limited warranty;15-year with i Armstrong hot dipped galvanized grid -Certified acoustical performance,with UL Classification h t . Material Wet-formed mineral fiber i Surface Finish Factory-applied vinyl latex paint s'- Color White r Light Reflectance Actual LR 0.83' Size 24"x 24"x 3/4" Weight 1.09 ibs/SF Edge Detail Beaded Tegular Recommended Armstrong Prelude"15/16"Exposed Tee grid systems-Item 623 Suspension System Suprafine",9/16"Exposed Tee grid systems-Items 561 and 562 NRC 0.60** . CAC Minimum 33**-Items 561 and 562;Minimum 35**-Item 623 Surface Burning Class A(Flame Spread 25 or under)** Characteristics UL Labeled r Insulation Value Average R Factor is 1.9(BTU units)0.33(Watts units) , Sag Resistance HumiGuard Plus-appropriate for indoor high humidity applications up to standing water ASTM E 1264 Classification Type III,Form 1,Pattern EIK-item 562;Pattern El-Items 551 and 623 i Indicates rating is expressed according to ASTM E 1477 requirements. P —Indicates rating is expressed according to ASTM E 1264 requirements F Submittal Information USE THIS SAMPLE FOR ITEMS 561,562 AND 623 +, For more information call 1 877 ARMSTRONG f P' t ' t, R R' f"k S� k. k DEPARTMENY OF BUILDING INSPEC 102gs r 212 Main Street ' Municipal Euild.ing --_ Northampton, Mass, 01060 NN'OlUCER'S COMTENSA,TION INSUPANC2E A IDAV T L _ Pioneer Contractors/PI Con Inc. g (Li cxnstxJpt-�nn.i flee) vnth a pluIcipal place of busiaessJresidence ax: P_�Q�haar--�1�-�— n���•�hampten-, I���� 010C�1 _lphor�cr�)�S-a=.��______ do dereby celTify, under the pains and peUatties of peljulV, that (X) I am as employer providing the foLlc) rVng workers coulpensarion coverage-for file eluptoyees wor-�jizg on this job: --t=b�L�M c., c (Policy Numt,er) (E_\Tu-anoa Daly) ( ) I nl a sole proprietor, general wua-actor or homeowner (circie ore) and LLY,- hired tine contractors listed below who have the followiog workers compensation policies: (Nulue of Contracux) (Lisuranoc Company/Policy Nuail.-r) (F_>�piraaoa Date) (Name of CODIMC101) (Lasuran�,-c Compau),/Policy Nutuber) (Expiraooa Dale) (ltiraule of Contractor) (InSi.ua C-,t Company/POLCy Number) (Expirabou Daue.) (Name of Contractor) (Las u-ano; Cowpan}/Podcy Numb.,r) (E- Dare) ( 3ddia l s+Lccc fna try s�inc}tkic nf�cwaaoo p stnnin�co ell ooanuaar�) ( } I am a sole proprietor and have no one worldng for me. ( ) I am a home owner performing all the work myself. NO-M:plcanc be awatr tbar wtalc homcrnvncra who aupiay P,-[- at to 63¢aimcnwx,mss ,,a or rq). a work ou a d+c11in;of CIA Moca than thew units iu winch rbc bomrwworr raiaca c<oo tb--6Qwds apputtcnant thew arz ax 6'0xaaUy oom'idz7 w be cmploycn uada tbo woti cf':z mien Act j,_ lLuzAon by a hompwnx for a lixmc or Pcrmh may m&'.5x Life lcs�A duo,y of"employoc iadartha Woh:rc sCompcmaxioo Arx_ 1 uud�d chit a copy of this rt3t may bo focw-Ad od W tho pcp� Cffioo of Lxokuti.o:xi for tha oavcrx}�c vcrificauQG and that C:hurt to&=IM covcfa todcx 2SA of MOL 152 mn Icad to L o of a-01 ' P-naldcs Of a 1'x�c'of up to S 1,�QO.w und/oc imp�ci�of up to one yrzr and avil Pcnaltia w ax:form of a Stop\Fork Ord:a J a Dno of S 100.00 a d+y a6^tin.t me Foe dc�u—anty / PgFaut Number Signa e of Li.,_ ,i�1pc rmitfee Versionl.7 Commercial Building Permit May 15,2000 i SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes 0 No SECTION 11-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT Star Northampton, Inc. as Owner of the subject property hereby authorize Pioneer_Contractors to act on my behalf, in all matters relative to work authorized by this building permit application. 11/4/05 . Signature of Owner Date Gen. Mgr. I Pioneer Contractors/David A Claxton ,_ _... _m a._, _. .�._._., rI , as i"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,ofperlury._ DAvid A. Claxton' Print Name 11/4/05 Signature of,@WW/Agentv Date SECTION 12-CONSTRUCTION SERVICES 10.1 Licensed Construction Supervisor: Not Applicable ❑ Name of License Holder. , David A. Claxton_,_ 01,7890 License Number P.O. Box 1145 Northampton, MA 01061 1/19/06 Address Expiration Date 586-5491 .. ...................... Signa re Telephone I -T- 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 No 0 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: Not Applicable ❑ Name(Registrant): Registration Number Address 3 Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Carl C. Koslowski Fire Protection Name Area of Responsibility Rybak Engineering 132 Forest Avenue t 37810 Address Registration Number Warren, MA. 01083-0709 - 413-436 5500 Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date ...... Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility __......,._. .... .____...,.._.a Address Registration Number ----- Signature Telephone Expiration Date 9.3 General Contractor Pioneer Contractoxs »_.... __. . Not Applicable ❑ Company Name: David... A_R_ Responsible In Charge of Construction P.O. box 1145 Northampton, MA 01060 Address AT K-': 586-5491 Signature Telephone Version 1.7 Commercial Building Permit May 15,2000 y 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be 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) __._... .... _..___ . ..,._... ,.._... _ ,..... ...... A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO Q DONT KNOW YES IF YES, date issued: IF YES: Was the permit recorded at the Registry of Deeds? NO Q DONT KNOW YES IF YES: enter Book Page and/or Document# B. Does the site contain a brook, body of water or wetlands? NO DONT KNOW YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained Q Obtained , Date Issued: C. Do any signs exist on the property? YES NO Q IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES NO IF YES, describe size, type and location: E. Will the construction activity disturb(clearing, grading, excavation, or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. 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 Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description Enter a brief description here. Remove existing suspended ceiling Of Proposed Work: Install fire spr.inkier protection _cIsss ..'.A.' suspended ceiling SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B 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 ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility El 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: _ _ , X-3, Proposed Use Group: A-3 Existing Hazard Index 780 CMR 34):, Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1 S' 1 S, _.. __.. 2nd 2nd 3 rd 3rd .. _.. . _ 4t° _ 4cn Total Area(sf) Total Proposed New Construction s __.Q Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public Private ❑ Zone Outside Flood Zone Municipal On site disposal system ED Versionl.7 Commercial Building Permit May 15,2000 � itq�0��orthampton Buif I IDe artment � � 212.Main Street � � � OMNI��`��� I _ tC;'Ch °-kc 100 er U t � f l � � 4 North�mptgn, MA 01060 � a s �� �r f 1 k phone 413,6$7-124 Fax 413-587-1272 p1 z APPLICATION TO CONSTRUCT,REPAIR,RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This,sectiAn to be completed by office The Hotel Northampton i Map Lot Unit 36 King St. Zone Overlay.District Hampshire Room (Lower level Meeting Room Elm St.pistrict CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORISED AGENT 2.1 Owner of Record: Star Northampton,_,Inc- Name(Print) Current Mailing Address: 36 KingroSt St. , MA. 01060 Signature (/ Gen. M9rTeleph one. .. 587-8100 2.2 Authorized Agent: Pioneer Contractors P.O. lox 1145 Northampton, MA. 0106 Name(Print) Current Mailing Address Signature Telephone SECTION 3-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars) to be Official Use Only com feted by ermit applicant 1. Building i (a)Building Permit Fee � � _.. 12,750 00 ._. _- . . ______ _ __ _.... , 2. Electrical (b)Estimated Total Cost of 3,500.00 Construction from 6 3. Plumbing Building Permit fee 4. i 5. Fire Protection 9,11.ML 00_�_, 6. Total=0 +2+3+4+5) 25,35O.nn Check Number 6 40 3d 1— This Section For Official Use Only Building Permit Number Date issued Signature: Building Commissioner/inspector of Buildings Date File#BP-2006-0511 APPLICANT/CONTACT PERSON Pioneer Contractors ADDRESS/PHONE PO Box 1145 NORTHAMPTON (413)586-5491 PROPERTY LOCATION 36 KING ST MAP 32A PARCEL 255 001 ZONE CB THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out Fee Paid 70,S7 Typeof Construction: REMOVE SUSPENDED CEILING INSTALL FIRE PROTECTION&NEW CLASS "A" SUSPENDED CEILING New Construction Non Structural interior renovations Addition to Existinp- Accesso1y Structure Buildina Plans Included: Owner/Statement or License 017890 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFOYMATION PRESENTED: 444pproved 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 Co ssion L�5 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. 36 KING ST BP-2006-0511 GIS#: COMMONWEALTH OF MASSACHUSETTS MapBlock:32A-255 CITY OF NORTHAMPTON Lot:-001 Permit: Building Category: BUILDING PERMIT Permit# BP-2006-0511 Project# JS-2006-0759 Est.Cost: $25350.00 Fee: $130.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: Pioneer Contractors 017890 Lot Size(sq. ft.): 72614.52 Owner: STAR NORTHAMPTON INC Zoning: CB Applicant: Pioneer Contractors AT. 36 KING ST_ Applicant Address: Phone: Insurance: PO Box 1145 (413) 586-5491 Workers Compensation NORTHAMPTON MAO 1061 ISSUED ON.111812005 0:00:00 TO PERFORM THE FOLLOWING WORK.-REMOVE SUSPENDED CEILING, INSTALL FIRE PROTECTION & NEW CLASS "A" SUSPENDED CEILING 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 sf nature: FeeType• Date Paid: Amount: Building 11/8/2005 0:00:00 $130.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo