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8214_SITE PLAN - JK TOOL - RUSSO CIRCLE gals - Sl �� IN 4' CONCRETE SEAS WITH 61K 6r -" I .. . W2.9Xw2.9WWM F N1SH SLAB SEE ARCH. DWGS.— C) n 0 CONCRETE IM aE ReadyMix concrete: Complywhit regctiremettts of ASTM C 94,and as herein specified. l�IAS4NRY RF. Ii�OPC & LAP SPEC ' SSE 1. During hot weather,or under conditions contributing to rapid setting of concrete,a shorter mixing time1;j"than as specified in ASTM C 94,may be reuiredCOME'AGTEU GRAVEL BAS co � 'r BOND SEAMS 0 0-61 G VERT. RE4. 0 W MAX. IAP FOR GR�40 BARS 2. When air temperature is between 85 deg F(30 deg C)and 90 deg F(32 deg C),reduce rniadng andt#5 BENT DOWELS AT 6` (1) # 5 WA 25 db ~ delivery timo from 1-1/2 hours to 75 minutes and when air temperature is above 90 deg F(32 deg C), 8 (2) #•5 s (1) 6 s (25 db) �t6 s (30 db) reduce mixing and delivery time to 60 minutes. a t : E8" O.G. - 2Ap. EA. LEG U ,�• Provide concrete for the following characteristics for footings and walls: # 6 4 (1) # 5 (1).# b ! (1) # 5 #5 s (25 db) #6 s (30 db) .� cn ` 121 (2) # 615 (2)'# 616 30;db a t3 't/Norntal Co rete Measurement En En NOTATIONS : db REFERS TO THE DIAMETER OF THE REINFORCING BAR Compressive Strength(28 days) 3000 psi ui (2) #5's CONTINUOUS � Aggregate.Size(maximum) tag ( C? TOP � BTM - TYPICAL ADq[TIONAI. I�O1'FS ��ir Entrainment exterior e G percent ...- o BFE : SEI= F�NDATICN!� A. ALL MASONRY WALLS ARE TO CONFORM WITH THESE CHARTS REGARDLESS OF THEIR HEIGHT. Maximum,Shtrnp ��) 2inches � � Q PLANS S. ALL BARS TO BE TIED AT LAP JOINT. Sacks of Cement(minimum.) 5 3/4 sack/cubic yd p _ C. PROVIDE BAR P051TIONERS, 0 160 x BAR DIAMETERS. - D. GAT •'SW- �s tx.�rriG RgWrwtNG CMtp Provide concrete of the following characteristics for slabs on grade&inf ll areas: c�{ 0 a TYPICAL FROST WALL �?ETAJ� � t�nit/l�aranal� � Meastireattient � �, Compressive Strength(28 days) 3500 psi 'T` D_ Aggregate Size(maximum) K-inch $ of Air Entrainment(exterior exposure) 6 percent m c Maximum Slump 2-4 incites F 1•!ORlZONTAL REINFORCING : REFER ..' :�'. � . Sacks of Cement(mianim=) 5-3/4 sack/cubic yd. TO ARCHITECTURAL DWG5, VERTICAL REINFORCING = REFER TO i Provide concrete for sidewalks and driveways with the following characteristics: t� Unit/Normal Cone= Measuretent REINFORCING SC1•IEDULE AND GROUT �: _... ___._..._..�_. _... _ --•------_ _.__ �w---_-- ' CORES SOLID TYPICALLY -- Compressive Strength(2$days} 4000 psi z 4 3/,-Inch Crushed Stone 1080 lbs. 13aJD BEAM REFER TO sG-IEi�JLE � � � I 0 Z GROUT CORES SOLID - TYPICAL ' 'ii Inch Crushed Stone 720 bs. �• Sand 1300 lbs. ANGLE EL S ASSEMBLY - REFER Rsr Entzaininent{exterior exposure) 5 7 percent W u TO LINTEL SCHEDULE ¢'� BO'I';TOt"!/ LINTEL EL�1l� .^. - ... Maxiitttarn Slump 3 inches Z REFER TO ARCi IITEGTURALS r=._..._ _ _ _ MASONRY OPENING 7 sacks/cubic d. a _ - Y Sacks of Cement(minimum.) y AND'DETAILS CONCRFSIT PL" T'E-�'URK J "�I REFERENCES Q MASONRY BEYOND i TOP/ # i A. 780 CMR Commonwealth of Massachusetts State Building Code MASORC E�EV B. ACI»117: Standard Tolerances for Concrete Construction and 11+laterials ' REFER TO ARU-IITEGTIiRALS } f '+ C. ACI-301: Specifications for Structural Concrete for Buildings } ;•'. D. ACI 302.1: Guide for Concrete Floor and Slab Finishing' TYPICALLY GROUT CORES SOLID .:• � , E. ACI-3fl4: Recommended Practice for Meisming,Mixing,Transporting,and Placing Zry ©n Concrete Y� F. ACI-305: Recommended Practice for Hot Weather Concreting BOND BEAM . REFER TO SCHEDULE �GROUT CORES SOLID - TYPICAL ` r - G. ACI-306: Recommended Practice for Cold Weather Concreting VERTICAL REINFORCING = REFER TO K ACI 308: Recommended Practice for Curing Concrete lu REINFORCING SC1�l=D1JLE AND GROUT '•s. - 1. ACI-315: Details and Detailing of Concrete Reinforctment CARES SOLID TYPICALLY ' J. ACI-319: Building Code Requirements for Reinforced Concrete w ' • ' -K ACT-347: Recommended'Practice for Concrete Formwork CRSI: Manual of Practice T.. . . �: ' �'' �+���' � � :.�.�� � M CIRSI-63: Recanrimendeci 1ractice for Placing Reinforcement N. CRSI-65: RecommendedPractice for Placing Bar Supports,Specifications and -- r> err. tP � _ _ - � Nomeiiclatttre ..... Construction, ---- - � -' . .. . 1.•4. mrcttaral Welding Reinforcing feel . ' ... ' �'�► SUAWS D S eldin Code 'a S R. ASTM,A3 Steel R. ANSI/ASTM A82: Cold Drawn Steel Wire for Concrete Reinforcement -~2E..- _: . :;;: ." _ S. ANSI/ASTM A185: Welded Steel Wire Fabric for Concrete Reinforcement _ G!�Ut. ( T. ASTM A615: Deformed and Plaits Billet Steel Bars for Concrete Reinforcement U. ASTM C33: Concrete Aggregate V. ASTM C94: Ready-Mixed Concrete - r W. ASTM C150. Portland Cement , X ASTM Ci71: Specifications for w roof slteel Materials for Gunn concrete Z atku \� p g n t Y. ASTM C260: Aar Entraining Admrxtures for Concrete -``_ ""2a:- STM C494: Chemical Admbdures for Concrete . . . -:i � ,-� r• • -:�� :lit Gbt� ��T�.c:q��� 'a � . ,4.3 �4*rQjCA;,6T ta. ► � i SITE PLAN APPROVAL AGAWAPj PLANNING BOARD Memo To: Mayor Richard A. Cohen From:. Deborah Dachos, Director Office of Planning and Community Development Subject: J&K Tool,41 Russo Circle Date: November 8, 2002 In response to your request concerning J&K Tool,41 Russo Circle,the Planning Office forwarded the Fire Inspector's comments to the applicants representative as soon as we received them which is our normal procedure. I do not know why the Planning Board did not incorporate his comments in the conditions of approval. AGAWAM FIRE DEPARTMENT SUET MAT STREET• AGA'WA►M,MA OToOi _ TELEPHONE(413) 786-06557 FAX (413) 786-1241 � David A_ Pis.2no Cbief of Department' M* Stephen M. Martin Deputy Chief FIRES. MEMO MM x� DATE 1115102 TO: Mayor Cohen RE:41 Russo Cir. A.k.a J&K Toot on 615IO2 plans for a construction project on 41 Russo Cir. cam to cry office for my co nts. in a note to the Plarming Board I stated that a SPMKEER SYSTEM WAS NEEDED. On th morning of 615, at 9:13 AK Y told this to the EiVGINEER for this project. As best as I can fi none of dl s information got to the owner. The problem is this building is now finished and Planning Board never relayed this information to the people who needed to know. An order been sent to iastaR this sprinkler system,but I felt that you needed to know that possible pr lems could arise. [see att-] FIRE INSPECTOR 4pgs- MICHAEL R.MERCADANTE 112 10 i E 1 i I AGAWAM FIRE DEPARTMENT ENT V 800 MAW STREET 0 AGAWAM, MA 010071 R�t� BHT ,} TELEPHONE (413) 786-0657 FAX (413)785-1249. David A.Pisano Chief of Department Stephen V. Martin Deputy Chief FIRES a Date: 11/05/02 To:Mr.Joseph Koval& Mrs.Jean Kowai 41 Russo Cir. Agawam,Ma_ 01001 Re.Addftion ar#41 Russo Ci: a.k.a. J&K TOOL You are hereby ordered under the provisions of Massachusetts General Law Chapter 148 Conmionweahh of Massachusetts Regulation 527,Specifically- MUST INSTALL SPRINKLER SYSTEM 1per.M.G.L. 148 sec.26G] See notice of 6/5/02 MUST SUBMIT PLANS, NARRATIVES,AND OTHER DOCUMENn Per the building code,and secure a permit from this of ice before any work is begun. Failure to correct these violations WILL result in further actions taken against you. Fire Insp.M.Mercadante cc: BM.Dept. A r¢r AGAWAM F#RE - DEPAR ma Soo MAW STMT'*A,GAWA ,MA 01001 � 'T A UfSONE (413) 786-"5'7 ` pA-X(413)79&1241 s David A. Figano Cbief ofD"artment Stephen M M2r in - - Deputy Chief lRES A.gaawan Planning Board 6/5102 City of Agawam, Iola. RE:1.&K 'Tool Addition 41 Russo Cii Agawam,Ma. 01001 As per.M.G.L.148,sec26G,and 780 C.M.R. (Building Code) and Not kited to N.F.P.A. 13 72 d# s addition mall be sprinkled, and alarmed_ Plc se note that the hydrant must be looted in(100)R. Ofthe fire deparOnent connection and all alarm wiring must be MC or in CONDUI where it is not-othtrwise protected. Complete Nax-rative4, Drawings, and Calculations. all ' (PP)stamps shall be submitted along with a copy of the sprWer installers license before wor is to begin. Also be advised tbat paved access to this structure is required on at least [2) sides. The section of the building t&install sprinklers and alarms shall include the newly constructed portion as well as the aid(GYM)located at 33 Rum Cir. As per a conversation %W'd7 W.Ron Goodmw from Engineering Design Asso.'on 615/02 at 9:13 AM. these address are t be consolidated so as to now be known as 41 Russo Cir. Fire Inp.M.l cie-atlaute ,A►g rr m Fire Department Fire Prevention Bureau 800 Main Street Agawam,-MA 01001 Town -of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 gyp,R Tel. 41.3-786-0400 Fax 413-786-9927 June 24,2002 Joseph Kowel JK Tool 41 Russo Circle Agawam,.MA 01001 Dear Mr.Kowel: At its duly called meeting held on June 20,2002,the Agawam Planning Board voted to approve the Site plan entitled: "Addition to J.K. Tool Co.,Inc., 41 Russo Circle,Agawam, Mass"prepared by Engineering Design Associates,Inc.and dated May 20,2002 with the condition that the Engineering comments contained in the memo dated June 19,2002 and attached are addressed.. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, Dennis A.Hopkins,Acting Chairman Agawam Planning Board cc: Clerk G.D.F. Remodeling Engineering Building File To.wYN OF AGAWAM INTEROFFICE MEMORANDUM To: Planning Board CC: File From: James T. Daley, P. E. Date: June 19, 2002 Subject: SP-402 - JK Tool -Russo Circle Per your request dated, June 13, 2002, we have reviewed the site plan entitled "Addition to J.K. Tool Co. Inc., 41 Russo Circle, Agawam, MA; Prepared by: Engineering Design Associates, Inc., 969 Main Street, Springfield, Mass, 01103; Scale: 3I32"=1'; Date: May 20, 2002, Revision," and we have the following comments: 1.) It is difficult to mare an accurate review of this plan. It does not show the topography of the land, property lines, and where the detention pond is in relation to the addition. Therefore, a site plan, stamped and signed by a licensed Profession Engineer, must be submitted. It should be in a typical engineering scale (1"=30`, 1"—40% etc.), and should show the location of the building on the entire lot. 2.) A storm drain permit and calculations may need to be submitted. This will be determined when the new site plan is reviewed. • If you have any questions, please do not hesitate to contact us. Sincerely, Sincerely, .ames T. Daley, P.E. Michael C. Chase, E.I.T. Town Engineer guee>' .30% 2 Z sAspk40M01.wpd 3 AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 12, 2002 DATE RECEIVED: June 3, 2002 DISTRIBUTION DATE: June 3, 2002 PLANNING BOARD MEETING DATE: June 20, 2002 APPLICANT INFORMATION 1. Name of Business: J. K. Tools Address: 41 Russo Circle, Agawam, MA 01001 2. Owner: G.D.F. Remodeling Address: 61 Ridgeview Drive, Feeding Hills, MA 01030 Telephone: (413) 789-3341 Fax: (413) 789-2696 3. Engineer: Andrew J. Pauliea Jr., P.E. Address: 969 Main Street, Springfield, MA 01103 Telephone: (413) 533-7978 Fax: (413) 788-0967 PLAN REVIEW Scale: 3/32"=1' Date: May 20, 2002 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed addition (30'X100') connecting two existing buildings. Site Plan Review Page 2 Description of Site: Proposed location of addition is a grassed area between the two buildings. Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: Unchanged. Public Utilities: Unchanged. Landscaping/Screening and Buffers: Unchanged. Sign Location: Unchanged. Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Unchanged. Other Comments or Concerns: Attached is the Board of Appeals decision regarding this project. Please note that the Planning Board approved a Form A combining these two parcels earlier. MEMO To: Planning Board From: Sergeant Donald Galler4 Subject: Site Plan- JK Tool -Russo Circle Date: June 24, 2002 The plan for JK Tool to make an addition of 30'x 100'between two existing buildings will have no impact on pedestrian or traffic safety. £ i �� x TOWN OF AGAWAM INTEROFFICE N � D MP MEMORANDUM To: Planning Board CC: File From: James T. Daley, P. E. Date: June 19, 2002 Subject: SP-402 - JK Tool -Russo Circle Per your request dated, June 13, 2002, we have reviewed the site plan entitled "Addition to J.K. Tool Co. Inc., 41 Russo Circle, Agawam, MA; Prepared by: Engineering Design Associates, Inc., 969 Main Street, Springfield, Mass, 01103; Scale: 3/32"=1'; Date: May 20, 2002, Revision," and we have the following comments: 1.) It is difficult to make an accurate review of this plan. It does not show the topography of the land, property lines, and where the detention pond is in relation to the addition. Therefore, a site plan, stamped and signed by a licensed Profession Engineer, must be submitted. It should be in a typical engineering scale (1"=30', 1"=40', etc.), and should show the location of the building on the entire lot. 2.) A storm drain permit and calculations may need to be submitted. This will be determined when the new site plan is reviewed. If you have any questions, please do not hesitate to contact us. Sincerely, Sincerely, ames T. Daley, P.E. Michael C. Chase, E_.I.T. Town Engineer g neer 1 ; . aUN 2 0 2002 s:1sp1402101.wpd P L� w v Town of swam 11 ' 36 ?Vlaln ,Street Agawam, Massachusetts 01001-1.837 Tel. 41.3-786-0400 Fax 413-786-9927 MEMO TO: Engineering Dept., Police Dept., VjNWNq"` FROM: Planning Board DATE: June 3, 2002 SUBJECT: Site Plan-JK Tool - Russo Circle PIease review and comment on the attached Site Plan for JK Tool prior to the Board's June 200 meeting. Thank you. DSD:pre Michael R. Mereadante Fire Inspector Agawam Fire tnlgnt Date. SeaA , ry JUN 06 2M2 RA, . - J¢` i AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWAM, MA 01001 Q +� TELEPHONE(413) 786-0657 FAX(413) 786-1241 David A. Pisano Chief of Department Stephen M. Martin Deputy Chief FIRES Agawan Planning Board 6/5/02 City of Agawam, Ma. RE: J. &K- Tool Addition 41 Russo Cir. Agawam, Ma. 01001 As per.M.G.L.148,sec26G, and 780 C.M.R. (Building Code) and Not limited to N.F.P.A. 13 and 72 this addition shall be sprinkled, and alarmed. Please note that the hydrant must be located with in(100) ft. Of the fire department connection and all alarm wiring must be MC or in CONDUIT where it is not otherwise protected. Complete Narratives, Drawings, and Calculations, all with (PE) stamps shall be submitted along with a copy of the sprinkler installers license before work is to begin- Also be advised that paved access to this structure is required on at least [2] sides. The section of the building to install sprinklers and alarms shall include the newly constructed portion as well as the old(GYM)located at 33 Russo Cir. As per a conversation with Mr. Ron Goodrow from Engineering Design Asso. on 6/5/02 at 9:13 AM, these address are to be consolidated so as to now be known as 41 Russo Cir. Fire Inp. M.Mercadante �4 J J ie i 6 ?Cti2 4af t AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: June 12, 2002 DATE RECEIVED: June 3, 2002 DISTRIBUTION DATE: June 3, 2002 PLANNING BOARD MEETING DATE: June 20, 2002 APPLICANT INFORMATION 1. Name of Business: ). K. Tools Address: 41 Russo Circle, Agawam, MA 01001 2. Owner: G.D.F. Remodeling Address: 61 Ridgeview Drive, Feeding Hills, MA 01030 Telephone: (413) 789-3341 Fax: (4I3) 789-2696 3. Engineer: Andrew J. Pauliea Jr., P.E. Address: 969 Main Street, Springfield, MA 01103 Telephone: (413) 533-7978 Fax: (4I3) 788-0967 PLAN REVIEW Scale: 3/32"=1' Date: May 20, 2002 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Proposed addition (30'X100') connecting two existing buildings. Site Plan Review Page 2 Description of Site: Proposed location of addition is a grassed area between the two buildings. Provision for Traffic Flow: Unchanged. Parking: Unchanged. Drainage: Unchanged. Public Utilities: Unchanged. Landscaping/Screening and Buffers: Unchanged. Sign Location. Unchanged. Exterior Lighting: Not provided. Rendering or Elevations: Colors and textures must be provided. Dumpster Location: Unchanged. Other Comments or Concerns: Attached is the Board of Appeals decision regarding this project. Please note that the Planning Board approved a Form A combining these two parcels earlier. MEMO TO: Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: June 3, 2002 SUBJECT: Site Plan -JK Tool -Russo Circle Please review and comment on the attached Site Plan for JK Tool prior to the Board's June 20`h meeting. Thank you. DSD:pre y aw S AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning board Office of Planning and Community Development 36 Main Street Agawam,MA 01001 1. Name of Business A Address _ Z/ 5 5 2 L = -, ¢�L /jn-57 4&0,1 TelephoneZ9?- Fax - O r Z. Name of Applicant/Owner O , / r Address /e/ /Z /D ,►� r/� r rtJ- !, �`_ -mil va Telephone l f ` 3 3 Fax 3. Name of Engineer/Architect r Address '5 i S)0X, ?/. L= tJ �1 1Z0 A , Telephone - �� 3 3 - '? 72 Fax / g ` 0 9& 4. Please give a brief description of the proposed project: r ; Lp C JUN 0 3 2W2 RPvicw9 R!1?{{l�