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2001-213 ...1011h TOWN OF QUEENSBURY 742 Ba Road ueensb NY 12804-5902 518 761-82 1 Y ,Q �Y, � ) 0 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010213 Date Issued: Tuesday, May 04, 2004 - ---This-is to certify that'-work.requested to-be-done as shown by Permit Number P20010213 has been completed. Tax Map Number: 523400-310-007-0001-001-000-0000 Location: WARREN St Owner: _ GLENS FALLS LEHIGH CEMENT CO. Applicant: GLENS FALLS LEHIGH CEMENT CO. This structure may be occupied as a: By Order of Town Board New Commercial Building TOWN OF QUEENSBURY Director of Building&Code Enforcement TOWN OF QUEENSBURY w 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 ,0 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010213 Application Number. A20010213 Tax Map No: 523400-113-000-0002-004-000-0000 Permission is hereby granted to: GLENS FALLS LEHIGH CEMENT CO. For property located at: WARREN St in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: GLENS FALLS LEHIGH CEMENT C 313 LOWER WARREN St New Commercial Building 1,700,000.00 GLENS FALLS,NY 12801 Total Value 1,700,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2001-213 792 sq ft NEW INDUSTURIAL BUILDING AS PER PLOT PLAN SPECIFICATIONS $118.80 PERMIT FEE PAID -THIS PERMIT EXPIRES: Thursday,May 15, 2003 (If a longer period is required, an application for an extension must be made to the code Enforcement Officer. Dated at the Town nsbu Ines w , ' ay 15, 2001 SIGNED BY Air for the Town of Queensbury Director of Building&Code E orcement c- BuildingPermit` Appliction ueensbury - Dept. c f Community Development, 742 Bay Road, Queensb+u y, NY 12804 /761-8256/ Town of Q - BUILDING & CODE ENFORCEMENT NOTICE Requirements prior to issuance E c ® • -1 of this permit: A • R •I LE N � C.."...(3 A permit must be obtained before PR 0 t� _� beginning construction. No inspections ��i�A�1IT FEE PAID$ will be made until applicant has received 0 Zoning Board Actior4-plyi� a VALID BUILDING PERMIT. All Area /Use Q OF UE �t n ' Ull-D/ P iikai ON FEE PAID$ applicants spaces-on this application f�l�� S� MUST be completed and•the signature fl Planning Board Action REVIEWED BY: .c��• of the applicant must appear on the SPR / Subdivision /Other ��J1 Building Inspector rplication form. nm,k,,x.. J Recreation Fee Payment - J Applicant: Glens Falls Lehigh Cement Company Owner: Same as applicant Address: 313 Warren Street, Glens Falls, NY Address: • 12801 Phone # ( 518 ) 792 -1137 Phone # ( ) ' • Property Location: 313 Warren Street Tax Map Number 113 / .2 . / 4 . Subdivision Name: Section Block Tot NATURE OF PROPOSED WORK: .l1°V // • ESTIMATED MARKET VALUE OF THE X . New Building: • CONSTRUCTION: $1,700,000 YV��tl r">, .. -t residence / commercial V ir G ..' Addition to Building: // residence / commercial OCCUPANCY INFORMATION: •-• Alteration to Building: • Primary. Building - �° • residence / commercial Single Family Dwe11i .j� � Residence / Commercial Two Family Dwelling no change to exterior size Family Dwelling APR 0 ®•2001 Office _ . . ' Other Work (describe below) Mercantile lf?Ih1NOFQUEEr�SEiii ., x . Manufacturing a4P�i�CCi.C,E Other GROSS AREA, OF PROPOSED STRUCTURE: • . If ADDITION, what will . use 1st Floor. : . . .... . 792 sq. ft . of new addition be? : 2nd .Floor. . .,. . . . . sq. ft. Other Flouts sq. ft. . " . (not unfinished cellar or basement). ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: 792 SQ. FT. Attached Garage 1, 2 car Private Storage Building • SIZE OF NEW STRUCTURE: Commercial Storage Building Other 22 FEET X 36 FEET . . • • Foundation Type.: Concrete Will any second-hand or ungraded ' Number of Stories : . 1 lumber be used? If so, for what? (habitable space orally) Height (grade to ridge) : 69 feet TYPE OF HEATING SYSTEM: Number of fireplaCes and/or woodstove c' cle all which applies) . to be installed:, 0 / Oil / Gas / Wood orce• Hot Air / Baseboard / Other Person responsible for supervision of work as regards to building • codes is : Richard Moss 313 Warren Street 792,1137 Name Addresss Phone Builder: Catskill Mountain Mechanical . Plumber: N/A . _ Mason: - . Electrician: DECLARATION: Please sign below after you have carefully read the statement. • To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on . . the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that Uwe shall submit prior to a Certificate of Occupancyor Certificate of Compliance being issued, an AS BUILT PLOT PLAN by . a licensed s r; dr,wn to scale, showing actual location of project on premises. Signature: • (owner, owner's agent, architect, contactor) . . . //6/6 • Foundation Inspection Report • . (DCL)41- Office No. (51"8) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: 21/( am/p�m Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: (56 �� NAME: . G-f e•.f Y / C' a— PERMIT#: 1 00/-/2 3 LOCATION: 3 13 0.rte,_. (IC INSPECT ON: C D5 TYPE OF STRUCTURE: / , 7 Comments Y N N/A X Footings • 17 Piers • Monolithic Slab i as.e UN 7 "J Reinforcement in Place C/,,e`er- Lace, our c,,tJ • The contractor is responsible for fyi, CO ,A/6 €r /�c, a;,44 providing protection from freezing ' �/ - • for 48 hours following the placement of the concrete. f ,_ Materials for this purpose on site. e- ��"'"' �''��c • Foundation/Wallpour 17"' / V-4a,� � /v4•r GJ�.1 Reinforcement in Place ` �j� id& h Foundation Dampproofing /ti`f �i ���� Foundation/Waterproofing / 60%.4.S Type of Dampproofing/Waterproofing 14 Footing Drain Daylight or Sump Ned " " / de- 164 / Footing Drain Stone: /*1 eG"'cif 12 inch width 6 inches above footing • 6 mil poly for wet areas under slab Nee/ • Backfill Approval 4. A ✓./d "-d c ""' Plumbing Under Slab /4' 1 /7(s'%// PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Framing / Firestopping Inspection Report /ra) Office No. (518) 761-8256 Date Inspection request received: / -+Je,- Queensbury Building& Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: CGe,,s 4/1 PERMIT#: 2-& / Z i3 LOCATION: 3l3 t cr (4rc. INSPECT ON: CZ: U TYPE OF STRUCTURE: Y N N/A COMMENTS Framing i f' • Jack Studs/Headers Bracing/Bridging � Joist hangers �' / e,- Jack Posts/Main Beams Exterior sheeting nailed properly ` �s e�e� 1 MJ e'e6 12"O.C. a6Cv��i� (/ Headroom 6 ft. 8 in. ''� � �Stairwells 36 in. or more Headroom 6 ft. 8 in. � -t /d hive ,6>?eti • Notches/Holes/Bearing Walls %/l oec%cp . /Ce—/, Metal Strapping for Notches Top Plate J j J 1 'A (w) 16 gauge (8) 16D nails each side *L6 f /� .ails 1/- GONA,eG bd; J Draft stopping 1,000 sq. ft. floor trusses 4 firer- AnchorBolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side % inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade • 5.0 sf grade • L:\SueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 Lehigh Valley Technical Associates Consulting Engineering and Drafting Services 1584 Weaversville Rd. • Northampton,PA 18067-9039 610-262-6345 • fax 610-262-8188 April 9, 2001 TOWN OF QUEENSBURY Attention: David Hatin Director of Building and Code Enforcement 742 Bay Road Queensbury, NY 12804-5902 Fax No.: 518-745-4437 RE: Glens Falls Lehigh Cement Company Proposed Clinker Handling Systey`�; David, Attached are drawings noted "For Approval"for the proposed Clinker Load-Out Station for Glens Falls Lehigh Cement Company,(GFLC). Rich.Moss from GFLC will submit the necessary paperwork and fee for the building permit application under separate cover. We have included three (3) copies:of the following drawings: _ GN-001 General Notes GA-006, -007, and -010 . . General Arrangement Drawings AD-001 through AD-006 Architectural Drawings CD-001 and Foundation Drawings CD-003 through CD-006 SD-003, SD-004, and Structural.Drawings. SD-006 through SD-010 All drawings are Revision'F' dated April 6, 2001. Please call if you require additional copies or more information on the proposed structures. Sincerely, • Anthony J. Craig \. Cc: Rich Moss (GFLC)with one (1) drawing set Joe Pompei (HTC) G:\Projects\50200's\50243\Letter\50243L008.doc GLENS FALLS LEHIGH CEMENT COMPANY oat) HEIDFLBFI�CEMENTGwp ' / c / —3 `Xy/ October 6, 2003 Mr. David Hatin Director of Building& Code Enforcement Town of Queensbury 742 Bay Road Queensbury,NY 12804 Re: Building Inspection May 8, 2003 Dear Mr. Hatin: , As per your request enclosed are letters for the design engineer and the installation • contractor certifying that the Clinker Loading facility was installed as per drawings and specifications also included is the final electrical inspection. In addition, I have included photos taken during construction that I believe clearly show that the foundations were installed at the proper depth below grade. The clinker loading facility has a fire extinguisher just outside the scale room. A member of the Glens Falls Fire Department has approved this location; we are seeking the approval of the South Queensbury Fire Department for this location. If you have any additional questions,please don't hesitate to contact me at Ext. 245. Sincerely, -i/wea-(.6 Richard Moss V.P. Engineering RM/sh P.O. Box 440•313 Warren Street, Glens Falls, New York 12801 • Phone (518) 792-1137• (800) 833-4157• Fax (518) 792-0731 CATSKILL MOUNTAIN MECHANICAL 19 Coons Road Coeymans Hollow NY 12046._ From: Brenda Shields Phone: 518-756-3403 Fax: 518-756-3411 Email: bshie@mhcable.com Glens Falls Lehigh Cement Company PO Box 440 313 Lower Warren ST. Glens Falls,NY 12801 ATT: Rich Moss Dear Rich, This letter is in regards to the Clinker Load Out Station project. Catskill Mountain Mechanical was the General Contractor on this job. Catskill Mountain Mechanical installed all the Reinforcement steel and concrete for the complete project to the specifications and drawings supplied by Lehigh Valley Tech. Should you have any further questions on this project please do not hesitate to call our office for assistance. Best Regards, M Ids S Lehigh Valley Technical Associates, Inc. Consulting Engineering and Drafting Services 1584 Weaversville Road • Northampton,PA 18067-9039 610-262-6345 • fax 610-262-8188 • e-mail info@lvta.net July 8, 2003 Glens Falls Lehigh Cement Company Attention: Richard Moss Vice President, Engineering P.O. Box 440 313 Warren Street Glens Falls, NY 12801 Fax No. 518-792-2899 RE: GLENS FALLS, NY FACILITY CLINKER LOAD-OUT STRUCTURE LVTA Project No. 50243 Dear Rich, In February of 2002, we inspected the Clinker Load-Out Structure that was under construction at your Glens Falls, NY Facility. Following our inspection, we prepared a written summary including sketches specifying modifications that needed to be completed. A copy of this summary was given to both Glens Falls Lehigh Cement and Catskill Mountain Mechanical, Inc.. Based on follow-up inspections by Lehigh Valley Technical Associates and Glens Falls Lehigh Cement Company, the necessary modifications have been completed. We therefore certify that the Clinker Load-Out Structure has been constructed to the specifications set forth for the project, including the New York State Building Code. Please call if we can be of further assistance regarding this matter. Sincerely yours, 7 -- -7/A ---- pF Wm/ I Kenneth S. Peoples, P.E. y�P.c� s EVE 4\ 4 i c ;4i V:,.o W,8142, „�� ''' , ", ' - . - , - - ' ' _;-1--''' '1'-: — , .., ,---; '''9'‘ - - -1 '7/ (/! Cc: Joseph C. Pompei Jr., Lehigh Cement Company , Fax No. 610-336-7803 G:\Projects\50200's\50243\Letter\50243L012.doc PLOT PLAN: NORTH OF HUDSON RIVER