The URL can be used to link to this page

2013-088 I TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 FoIR Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130088 Application Number. A20130088 Tax Map No: 523400-288-012-0001-019-000-0000 Permission is hereby granted to: KENNY BROCK INC. For property located at: 1468 STATE ROUTE 9 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: 1468 STATE ROUTE 9 LLC 1468 STATE ROUTE 9 Commercial/Industrial LAKE GEORGE NY 12845-0000 Total Value Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2013-088 Commercial Retail 55,000 sq ft $0.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,June 04,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the ex iration date.) Dated at the To of Q sb , y,June 04,2013 SIGNED BY 4 for the Town of Queensbury. Director of Building&Code Enforcement Cc s - DD ��p ,---------------------------------------------------------- pR OFFICE USE ONLY TAX MAP NO. AS%I lk j '"I -I PERMIT NO. / 3 - 039 MA��/ FEES: PERPA teo RECREATION ENGINEERING (If applicable) ----------------------------------------------------- ------------_------- PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF--iyA��VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: III Viet 1�uL41a OWNER: WIO�S-F" df4-q LLC— ADDRESS: LC / ADDRESS: I^ z!N S4A 6( VC 4 1 L� ADDRESS: )qI 5� S4x-k r ' 9. I.-•C- nJ PHONE NOS. v 18 j q 0 -_�G S Z PHONE NOS. Sl 8.7g3 -S )i4 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 2Wid IL PHONE: S1 7 y U • 7(/$2— LOCATION OF PROPERTY: 144 Ut S4-A_,U L&- )� HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL?,Jd YES ❑ NO IF SO, INDICATE APPLICATION NO.AND DATE OF APPROVAL: 13'Z CSI I PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT z p F APPLY TO YOUR F O O w PROJECT O F O x O = _ W � L LL L II-- W Q a- (D O W D J ti O z Ci I- O I- 0_ W z z m NU) 0 L F__ LL a = 0 SINGLE FAMILY TWO-FAMILY ' MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE RETAIL- 0 MERCANTILE 5S�DCL) 5q•U FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office* 742 Bay Road, Queensbury NY 12804 1 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL—NAME OF BUSINESS: Wy S Y L C_ ESTIMATED CONSTRUCTION COST: Y,� SSU.l Y ) FUEL TYPE: -(vrcc A ho-l- HEAT TYPE: OA-(, *HOW MANY FIREPLACE(S): — AND/OR WOODSTOVES(S): �� -114 ZONING CATEGORY: ('. % CL.;j ARE THERE WETLANDS ON THIS SITE? no IS THIS A HISTORIC SITE? P!o PROPOSED USE OF BUILDING OR ADDITION: re_4T , ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? /10 ARE THERE EASEMENTS ON PROPERTY? 110 *Please complete a separate Application for"Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Signed �(JUAit D.C_D( .1641h . Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office.742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 : : Permission is hereby granted to the above : : This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said : zoning Laws of the Town of Queensbury. Application: : : ; BUILDING & GO S APPROVAL ZONING APPROVAL , DATE DATE ----------------------------- --------------- ..................... ........ QUESTIONS 7 CALL 761-6256 OR EMAIL codes(c oueensbury.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.gueensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury' Community Development Office` 742 Bay Road, Queensbury NY 12804 Iv- / -71_ FoundationInspection Report Office No. (518) 761-8256 Date InsHfFt Queensbury Building&Code EnforcementArrive: t: 742 Bay Rd.,Queensbury,,gN-Y 12804 InspectoNAME: V u,(I I ' C) LOCATION: �, 5 12 ARD94NSPECT ON: o / TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing L for 48 hours following the placement of the concrete. Materials for this 2urpose on site. ation/ Reinforcement in Place outing Dowels or Keyway in place Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Appr Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 1 � 3 oft, FoundationInspection Report u Office No. (518) 761-8256 Date Inspection requ a ei e s j 1 Queensbury Building&Code Enforcement Arrive:'��a epart: � n 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: I P� V-�"n y C NAME: I/� �tcn� 8C G� P IT#: O Q LOCATION: f± n Si tt4 (Z 1Q Z . INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Iu Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request Queensbury Building&Code Enforcement Arrive:Z: J'�, a epart: p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initia . c, NAME: MIT#: r 3-�B b LOCATION: / �&a Z Alf 2 INSPECT ON: 9-/q TYPE OF STRUCTURE: oBt� Comments Y N N/A Footings —t Piers Y Monolithic Slab ` Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 3 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re uest ed: Queensbury Building&Code Enforcement Arrive: Depart: 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial • ` NAME: D Fg ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers `t Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place t� Footing Dowels or Keyway in place `7ALA Foundation Dampproofing �j�1JEG� Foundation Waterproofing �\ Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width NO1 E osvv 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval G��.` �- 'Pt Q,>)VJ Plumbing Under Slab r or-- - k PVC/Cast/Copper 6U Foundation Insulation Interior/Exterior R- vo cc Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM 12 it ,,,,,y_ Foundation Inspection Report OfficeNo. (518) 761-8256 Date Inspection requ t re Ned- Queensbury Building&Code Enforcement Arrive: 1=0(1 in Depart: pm 742 Bay Rd., Queensbury, NY 12804 �Iynspector's Initials: 1— ` NAME: II>^ I . I UA�Q' RMIT#: 3 LOCATION: `` l� O S "� t >° tZ [ INSPECT ON: TYPE OF STRUCTURE: Comments Y ZN I N/A ootings Piers Monolithic Slab 4/ Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/18/2013 2:44:00 PM Town of Queensbury Building & Code Enforcement rnp ��Q a- a'y Office No. (518) 761-8256 d Framing / Firestopping Inspection Report Inspection request received: Name: K(!!�A A W Inspected on: c� Location: -<4 LA 8+9 Arrive: a.n . .m. Permit No.: 13 Inspector's Initials: TYPE OF STRUCTURE: C�f3ram� Mt`{' Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided \ LLLLA_ Bracing/Bridging Joist hangers _ Jack Posts I Main Beams t� p Exterior sheeting nailed properly c� 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %:(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water 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 Y:inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space I Bedrooms 24 in. (H) 20 in.(W) 5.7 sf above/below grade 5.0 sf grade Design Professional Sign-off, if required Framing / Firestopping Inspection Report Town of Queensbury Building & Code Enforcement �l ct�tlatc 16 �a Office No. (518) 761-8256 D Framing 1 Firestopping Inspection Report Inspection request received: Name: A Inspected on: y Location: � 6;1 Arrive:Permit No.: Og g Inspector's InitiPpa;..;m TYPE OF STRUCTURE: Pte . Y N NIA COMMENTS: Framing F — Attic Access 22"x 30"minimum Jack Studs I Headers Truss Specification Provided Bracing I Bridging Joist hangers Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in.or more Exterior Deck Bracing Headroom 6 ft.8 in. Notches I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.Floor trusses Anchor Bolts 6 ft.or less on center Ice and water 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 1/2 inch or 518 inch Type X Garage side 518 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 Design Professional Sign-off,if required Framing / Firestopping Inspection Report Town of Queensbury Building & Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received: t Name: tfi rJtJ`( �I�TL_�T Inspected on: — I Location: ��og .�TRTF Rt�E`l Arrive: e a.m./4a) Permit No.: Inspector's Initials: ` TYPE OF STRUCTURE: Y N NIA COMMENTS: Framing Attic Access 22"x 30"minimum "} ExTER\oEZ FP.t�M � �V Jack Studs/Headers Truss Specification Provided �Al �J PA RflIET� / FA!� ((��--t�A 1� Bracing/Bridging Joist hangers ` Jack Posts/Main Beams Ru— 1,DO G%,X ME�t9L ��Q�j Exterior sheeting nailed properly W1 E\1 HER F 1�E RETf1RD F1tST Headroom 6 ft.8 in. 11c�o� An�D GR �n11 Stairwells 36 in.or more cJt IERTH� �� Exterior Deck Bracing Headroom 6 ft.8 in. Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 7--\A F- 1 1 '/2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.Floor trusses �t�CIY�bEO Anchor Bolts 6 ft.or less on center Ice and water shield 24 inches from wall �Q�M Fire separation 1,2,3 hour Fire wall 2,3,4 hour t-F {�Y.yC S�O�CkIQj Firestopping F,R1 MviQ - 6-,CCVD Penetration sealed 16 inch insulation in cavity min. — �3� �/TU(�/) R EAR bAi Garage Fire Separation 1��jE Y TO Tc�O � uL�v House side''/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X �wMA7 Celli l pr p Windowss Habitable Space/Bedrooms �--��EP-�1L $Q-SRC.\To 24 in. 1M1 �5�IJ6 Q—pC � D��fJlixi� 200in.above MST i C—oo-V irouo\V)3 5.7 sf above I below grade _ 5.0 sf grade Design Professional Sign-off,if required M V Framing/Firestopping Inspection Report Mtn Lia-�F3E� R��-- Ft RL Town of Queensbury Building &Code Enforcement Office No. (518) 761-8256 Framing / Firestopping Inspection Report Inspection request received:K Name: pc-- k- UVT\ c-T� Inspected on: — — Location: 1 y(g2b-TRT RQ\3= j Arrive: I : a.m.l9�, Permit No.: Inspector's Initials: TYPE OF STRUCTURE: Y N NIA COMMENTS: JE "� Attic Access 22"x 30"minimum Jack Studs/Headers ET �I � Truss Specification Provided p p J Bracing/Bridging 1 Joist hangers t \ Jack Posts I Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft.8 in. Stairwells 36 in. more Exterior Deck Bracing Headroom 6 ft.8 in. ` l Notches/Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 '%(w) 16 gauge(8)16D nails each side T)o \—Vv, Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and water 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 518 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 I below grade 5.0 sf grade Design Professional Sign-off,if required Framing/Firestopping Inspection Report tw�Jd 1 --3 Foundation Inspection Report Office No.(518)761-8256 Date Inspection� request receialed: � Queensbury Building&Code Enforcement Arrive: L_ m ,Depart: a�/p 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: K Q!V ALA, (DU-+� e-4S PERMIT#: 3-e?g LOCATION: INSPECT ON: TYPE OF STRUCTURE: Commema Y N N Ate` Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place +" / Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Fors\Building&Codes\lnspecdon Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Reporter 3 Office No.(518)761-8256 Date Inspection roqlgest Queensbury Building&Code Enforcement Arrive: =c l Depart: so�( 742 Bay Rd.,Queensbury,NY 12804 Inspector's NAME: 7PERMIT /€ LOCATION: D� Ti _(�( 9 INSPECT ON: / ,�— /d •J TYPE OF STRUCTURE: Comments Y N/A Footings 7 Piers Monolithic Slab 1 Reinforcement in Place The contractor is responsible for providing protection from freezing h% for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspecdon Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection requestr�ei{Ad: Queensbury Building&Code Enforcement Arrive: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: _Ko,\AL. C LAc4S' PERRNUT#: /0-08IV LOCATION: J I �/�g -}y INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg w •,\LL Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 ail poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Fors\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report /C- _ Office No.(518)761-8256 Date Inspection !ultTQueensbury Building&Code Enforcement Arrive: 'i, i Depart:742 Bay Rd.,Queensbury,NY 12804 Inspector's InitiaNAME: AIjC--TURE: �`l�l 'L� CAg LOCATIOl (c Sly k INSPECT ON: _/3 3 / 1'` teA TYPE OF �e 000J`f. L�n� Comments Y N NA V--L� Tr✓ r— Z�/ Footings L Z� -�-\tee; ►-3 3 Piers Monolithic Slab �3 2j Tb F a Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM wcd, l� -ia Foundation Inspection Report Office No.(518)761-8256 Date inspection Queensbury Building&Code Enforcement Arrive: Depart: Jam"!m 742 Bay Rd.,Queensbury,NY 12804 Inspector's hu als: NAME: () LAQ r-0 K PERMIT LOCATION: /LJ /, V } q INSPECT ON: TYPE OF STRUCTURE: (1 Comments NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM 1 h1,ur�P�1�/ Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ a e* Queensbury Building & Code Enforcement Arrive: ( 1 '- LLQ 742 Bay Road, Queensbury, NY 12804 Inspector's Initial NAME: `K PERMIT#: 13 D 79 LOCATION: INSPECT ON: �0�3 TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs /Headers Truss Specification Provided 0'1`9 -TE) C3E Bracing / Bridging 5v(3M tiT\G� Joist hangers Jack Posts/ Main Beams Exterior sheeting nailed properly RG�o��Lj 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more e-V`o f3 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes /Bearing Walls Metal Strapping for Notches Top Plate 11/2 (w) 16 gauge (8) 16D nails each side ` C� RQ Draft stopping 1,000 sq. ft. floor trusses C Anchor Bolts 6 ft. or less on center ~t V36 tJ0?:T N\ E1 Ice ans water 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 1/2 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 0513 A V `"e- O N M m�p " t Nti TESTING-&-E:NVIRONMENTAL SEFUCE.S;INC;, 594 Afttiway WAteti Wt N-Y 1Z 99. Phone:518:256-031.0 Parc:5t *06-9238, ' ?a 006WRk1£FifiLD013SM''S, 'TION PIPORT W PROJECT: Kenny Plaza CJ FENT;EllswQrSii1`xcaVatiig: REpm'Nq:. cn Ln 0ONTRACT0 E1(swwtb.t=avating CONCRETESUPPLIER PalfemSione: RATE: 0-4.9=.14. 4' 'n LOCATION:Slab on:grade basewent: JOB 3 0 I�N TIME WATER (GALLO"' O LOW Tkw Tfo*. at@v _ SArmR A7r Cmc 1HucJ2o:. w No. No- .No:. V!trda 83"ol.� StaR Empiy � {{et)' Teoip Air Tempa $9�M0; �• 09k. -Addad:;: ToYa1 :Din . - plant- Toles: Rb)nacks: . 7 797,020 49569 '10.0 9637 Vrlb, 0739, .. :5.6` .64. . •x8' 7Jt rA0pf8:. 1W 040A nit . 10:0 1601 0950 0936 .S.'5 -70 � T3 IN � Al'WT td-2 or Is 5 797024 :456J COMPRESSIVE_S7nf SIMTH Di4M SET LASOMTORY RATS mlxm UNIT ANT. AGE. ODNCC?f{€SS1VE: 7'eSteQ®y: NO. N0. RECeWED TESTED; OF AS N� S7REI!1G'(}i(P7 Flerd R�a1fsR"eporte�l.taF_ Etk3oiPd Raletbe:feps; 1,2 6394, 53.9,5 9.20-13. 9-26.1:3 146:2 442;9 T:' 2720 2740 Yranspotted By: Wr 6392 5396 10-97:.13' 1'45.4: '4424. 28: . ,4�0; 4.330 -a 5393 ,5397 '(0-97;13 146.a '[4Z-'C 28. ?4050 3970 �^�� >14ipiarigea9ded. v 5394 5398 1±17.0. 1 1'2'.:9 H _Weather.Suraly.coal Ln v m m m w m m S:pecificaUonat28Daysr4lt Averags28DayWerot*,"4Wr41W Avela pie d:1]ay7ngtq a cno 0o w i A X Ove m N m 9�p N H TESTING&OV0"MEN7/1LSE4t`(tGE fldG 594 Broa lxiay 1tlaDer�+lie2:N1Y 1.29$96 pTi'ori M-268 31:0; Fajc%V2 6. 239 'CD COIi7.C7tEI IfiLD OB fiR?�fA'![DhT MPOR9" W PROJECT:3Kel ny Plapa; L1E(V] EIISutoiih xoava6ng: fNEP.ORT MO E{13,88:-920 18 Ln Ln ,c CONTf7ACTOA.Easwodh Excaa�afit+,q; CONCR>rTEStfPPLiER.�►'allatte Slone AA'fE, 320-'73 m C) LOCATION: Fqundafwntva�Is ancT liiecs iJ2 13 J€z13 23,,t iftL�l. JOB NO:E-E-31-66. 73 0 to N 'rSAdf 3NAlm (GALL604 £o O Load Ticket Tryck 6ulik: SdUin.. •A7i" "4(: Corie< 'Mjii?fo; ' ,�.r w No. No. Ho: Yards (In:jF Tisco— It 'Temp: Batchatl .SFzvF "'E1iip%y .7t w. �ARFIO TDW P ' taitf Toril RAIIl3TOfS O 1 737073. 4585 11.0 1408 lQ8: '1594: .. ... .625, :73 7 A. 7181 ¢00-18 .Set,1 ofA-CY1s, N 3 737075. 9560 110. 1504. 1742: ISM 50 '76 .=8.1 81. 490"f8. Sell 0F4? )COMPRESSIVE STRENGTH IfATA SET LABORATORY' DAT£ DATA UNIT w4, ACiF OMPRE$OS�V 7BS'fed.By:-,Y?G' NO. NO. RECEfY60 TESTED ,OF,GYL,.. , (Dara); .9T:RENGTH,IP.Si)•• A 5 REt1:nlEt1 �e1d R�Sults f�j,ortea tos EusvorYA;orertran: 1,2 5453 5457 9723A3. 9-2M3 143:9 147ff 7 3210 3824 7ransper"Bywz 5454 5458 9.27-13 142.9. 145-6 28 3920 *3d- -3 5455 5469 10-18=95 1429 145.7 28 3J+10 $520 R�tnarics rtAfdrange 5456 5460 1243.13 142.9. 146.2' 5fr curl wuatne+=s in�y: b m m m m m m Specificools..at28 Days:4K Avera."28 DWStreng6&=0/473.0 AvemP SfiDay P"XigR e- n cn O �A . X 0 ever-green Ito TESMG&.EWR01!MO.TALSP ICES M. 59CBrcad�' 11paLertilipt NY 1210 Phone: 618-266-03110 ,FM:518-266-9238 r3o GOI3�CR$�'E-F;QLDX�BS`Eit�i7`�i',LIO�I` Qii`�` w [MWOOrOft-, 13T:'KehopPlaza. CC[ENL:E7tsGiort�:Ex.'t�tidtirLq REPb1ZT NO' E-13-815-9-177-11 EUsvyortltEiaeavabing CQDRET :`$ 1Pf'LlEit Pa[Ie3teSlcne OAGE: 8<1710N;`FaDting:Siiri :2,to I3Kfnl 18'to23 JOH PiD: ETE-19.86 3 �o t— V _ £ N TIM vw.Trxx (canisodsl; o 0 I.osd -NW_ Truckbte _ StumAir R p* - h: Cb O; J!11%Na. '� W Na do. da; VeMr Added; .TOYaI 09619" esi _061 lamp Temp. $'e�SIO.. =rB"aumd, mad Empty. Ago.. Dant TOM, Rematks r Fletil Fof 'I 796555 L559: 1710 1'J45 .. 1�6W 1+F53� .. �b3b� 6`1 Sb` a5 '<OD;15� Sati'tof4a1'a W 1GOIfAP:RESsw iS7REh1�a TH.DATA SET l.ABORATO" DATE UA'{F: UAN,T tT.. ASE: -COMMi9mve T"tw BY; lam NO. ti0. RECEIVED TESTED OF�:CYL. (gaysj �57Yik?�1C�a1f..(pail AS RECEIVED Re7i1.Res.ultsReportedto: EIIS>,oiJ�rep: 1 5271 9.18-13 9=24=13 143,4 T 26,70' Transpatfal.6y^:JR, 5272 1D-1543 141:4 28: 3600gezn2Aist< -3 5273 1C=15=13 143;8 28 OW. 5274 11�2-13 9444 SS 1Neather5uriiiY nsarin m m m m w m m m Spe catipn at 28 pays 4K X\Yer�g :pray,"mWngtlr 382-0: 4tierage46 QayS1[etigl[i: � v °O o �w Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: aadp Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: Vic �' `I ` . r C CP PERMIT#: G p LOCATION: Lo$ 5 j E (z-jU ( INSPECT ON: / TYPE OF STRUCTURE: ///Y/6 v Y 3 Co a -Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ackfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 R. L:\Bullding&Codes Forrns\Building&Codes\Inspection Forms\Foundatbn Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report l� Office No.(518)761-8256 Date Inspection requ ( 0 Queensbury Building&Code Enforcement Arrive: m Depart: :' 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials- NAME: C �� I (()C PERMIT LOCATION: K n'I L f'--vi 1 i P INSPECT ON: TYPE OF STRUCTURE: conimemb Y N NA Footings ers h L Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM A X O Se ergrFe°" mR W H TESTING&ENViRDAMENTALStMACMIKM' 594Broadivay Wa(ervlleC Nl 121.89 Phone 5:l&P66-03ID" Febc518;266.9238 m� 4CO2s1.CRETE.FIEL)I.03 ELXTATIOX REPORT w PROJECT: Kenny Plaza rwLfENT.;EllsuvgrNi::ExCauaprJ9 REPpRT:NO: E-13-85-830-'13 IV CONTRACTOR:EII'sworth Excavatng.. CONCRETE St.JPPLlE* Patlefte Stone DATE: $-30-73 Ln LOCATION: m LOCATION:No:3h boildhg;.fnundation walls of basementacea. JOB.N0: ETE-1.3 8G: 3 CD �w �o -nME WATER (GALLONS); o :LoadT'aiket 7nwK Cyb'ic: slump 'A1C Cpryti, lYN_$NO. .NO. Na Na Yards ,(iji;). Temp .Alr Temp, Set D70: 7 Batebad. S1a; Empty Agg; .Added: Total Desi :Plane 7otel - Remarks -+.FfetA rn . ... .. .. .. . . til 1 796,592 46B3 'Iwo 0935 .0715 9726 6255 6B ;6.1 _ 82. 4001'8 yeti or"4 4;34s: w 3 798594 4597 10.0 0752 0816' OWS . 5;5 . 10 :6.2. . M . 40018 SeC2ol4. Is - 8 786593 4559 10.0 0901 0931 C942. :60 75- VA B1. 4d0'f8 8043:33Y4; l% COMPRESSMESTRENGTH DATA SET LABORATORY DATE DATE UNIT WT. AGE WMPRESSIVE: Tesway:Co NO. NO. RECEIVED TESTED OFCYL. (Days) STRENGTN�) ASRECEIVED fJddResulLs Repoa*ed:to Eltsvrortli iorerrraci,.Pallette:QC 1;2,3 481748214825 93.13 3.6L1a. 1.43:7145:7144:2: 7 3270:404:03.480 Transported W.1,4B 48184Q224828 9-2713. "143:7144.9,1.44.4 2a 4200 4,700 4290' 3 48194$234827 827-1.3: 143..41?I57`14.3.4 28 420047b0:d250" ReTpwom,Pumpad;.IniEr iga'WR ci 482048244828 14341452.`143-0 H 1Neatlier:fvtostly'xloicdy: ro m m m w m m Specification at 28 Days:4K Average.2S Day.Strength:420042301,4270 Average.56 Day Strength, Q' Irl mC5 °O w X X eve - W y TESTING&ENVIRRONIMENTALSERVIQE$,.( 90. 584BkogdvrayHUate vliei ldY 1211.0Q, pflone 518266 03:1Q Fax 518:266 238 m CONCOTE FIELD OB9ERVArdOX-REPORT W PROJECT.Kenny Qlaza: CiJENT EBsv%okh.EileaYalir3g REPOF;tr o-.S 935E-8-30-:!3-1 N CONTRACTOR: ElfwAD th E*maffrtg CONCRETE'Sl1PPUER Pallelte Stene l7A-Ti: 850,-13 CD Lt3CATlON: No&building;found'aflort)aOis of pasetneTtYaf�. JOB' NQ;ETE=1'3-86 3 CD �o y N ZlIY7E' WATER_ (GALUCNSI o O Load Md" Truck Cu6ec: 'Slump : ,Av % Cohpi Ntlz'Np; ,^y irr No. Na Nos.. Yardsom}- TeAp E.v+i Telrij:, $e!'N0 7 .Batched: . 3grr.� :Empty : Agg.: :Added: -ToW Dds ' PQanf Sota4 RematkS: *:Ftekl ur 13 7.80"604 -4585 IMM, 01m im ion: '6:5 78 7;:582 sef,4 04cy1s W 58 796609 '4565 40.0 4049 1136. -1 US :6.0 82 1. 6A. 82 . . 40D.18 setsof-44VIS COMPRESSNE-STI ErifG71i :[I%i7A SET LA130RATORY DATE DATE UNIT-VITT. AGE. COMPRESWE_ Tesfed-By CC NO. NO: RECENED- TESTED aftn.. (D3ys) STLENG'7H:(pst). AS;RECEIVFA Eael"31_$ Su.[ts RepgitL!QI:t{!:: �hswoithforern4n;Pallelte(lC 4,5. 4829 4833 93-13 9&-13 141.9 143;1 7 3020. 32W Transparled'By;AB 4830 4834 927.13 142,4 14.3A 26.- W-80 3B46: 48.81 48:35 5=2y-1.3 142.4 1431 28' 3740 401'1 Ramaiks;Pumpetl;tjlltlrange'YwZ 4832 4836 10-'2513 141.:9 1.431 56: Weatlert TApsf[yocldudy 'n m m m ,n m m m Speoiftoallon at4d-VWs:41K Avlerage 28,P. the 374WX9330' Avo.ra s 56 a . 'St(eng. 9 Day$trer4�fh;: ,-n CD m o W A I x x eve rgr yen W= TESTING 8 E4riiRQNA9Q1 fAL.$ER17ICES,INC. 594 groadavay.' ifafeauliet,NY'12189 Phone:518 26'J-0990 Fri`.518-268 923$ IAD :CbIS[�RE'P�,E�.D�.ES��tV'TA:TSON`1tE�' 71R3' w PROJECT;Konj ptm Ot(l*T1.Efls�iorttf Excavating REPORT NG1: E=93=58,9-'19=1:3 Ln N . . Ul CONTRA 47OR E1lserortil Excavating CbHCRETESUP:,PLIER:PallatWstoiie DATE: m C) L4CA?ION::61ab:nf glade basement JOB, NO;ETE-43-86-: 3 0 WE �o � N t1N1E YYA7ER. 1GALLONS) 0o O Load >;1ck0i Truek .Cubic Slump ;A'v , .ConesKNo: r* W No. No. No:. Yaitls :the}; Temp - Au 7.em'p. T Hatched Sfart. Empty Agg:: /id"tlgA; TgLal' Deisagn Set I!FO,. want•: TofaC R®marks FIaId � . LA) 1 797{4,0 4598 'tOb 0337 0710 0739_ td 5S :54' :f.8� � T0� 40$18I of:4cyls: S 797024 459D 10.0. 6921 - 08 0 09Ci8: 5:5 - `7p* . 7.b 68. 4DQf8- SeKZ of 4. s CO.hAPRESSIVE STRENGTH DATA SET LABORATORY DATE DATE UNIT WI'. AGE COMPRESSWE. T-As4ed.By:NST' ND. NO. RECEIVED TESTED OF.CYL 1;Daysj STRENGTH AS RECEIVED Frald}iesDtts:Reportedto�. Lilmoo mod:Palette tpp 1,2 5391 5395 9-20-13 9-25.13 1462 142,1 7 2720 2740 TranspartedW...mT 5392 5399 10-17-13 145.4 142.4 7 � 5393 5397 10.17=13 146.0 -142;6' 28 Remaft.-IWidrap78 added w 5994. 5396 14%0 14 ,1 26 }{ :Weatfjai:3upny;.boot. m m m rn m m m m SpeclTication at 18 Daps:41G Averags28 Day Strength,: Avenge.36 ilay'StcengtFr. mCD i A X evergreen m W_1 TESflNG.&EUVIRONMENTAE_SERVICES,.(N.C. 594 Broadway- Aftt a- 4 NY 12189 Phoria:516 266-0'310 Fax.51$:266=9238 m CON I'D QMMW�RJRPORT PROJECT-Kinny.Plaza CLE f:EI Mr.th Exeavatir g REPORT NO E-13:96-9-29;13 N Q CO'dTRl►CTOR EllsWoo Excambng CONCRETE SUP:PUER :PaOelte.Stone GATE: $-20.13 � ldGATIDN Ftiiir3dat'oon ivalfaand piers;Jit-1,3;.IC11323; 131J.-K JOBNp;ETE=13-B6 3 �w E N TIME WATER {a;lyLlO.1JS) o � Load Racer Truck' C"oHk. Shiny AR. % com: ror NO; w NO. No. NO: Yards (im..)', Temp' Air Tei. B.eWhed Start I .Ejnp� Aga. Added:: Tafad Desfgn Plan{ TOtaI Remairks; +'Field. N i.i t 797073 4585 'It0 1408 "1438• -1,6K 7.47S. -+30028 :Seti aro cylr t''t 3 797075 4560 11.1 0584" 1232: 1610 '3.0 .76 .Ba 8'): 40018" SeE2':ofA CAa CON[PR1=SStUE STP NGTH DATA SET LAWRATORY DATEDATE UNJT W.T. AGE COMPRESSIVE Tested;ft CC NO. No. RECEMW TESTED OF CYL (Days) s*Ewymtpsi} AS RECEWo F4eld'Resu1s Reponed,to:- Effsworth:forer�am 1,2 5453 5457 923-13 9=27:13" 143.9 147;0 73210 3820' Transported By:;JZ' 5454 5468 9Q743 142,9 146;5" 28 5455 54.59 1048-1.3 142:9. 145:7 28 Rematks;:Midm rge' u, 5456 5460 10-1843 142:9 1462 K WeaN1e"r,,Sciiitly -n m m m rn m m m Spedrication of 28.Days:4K AveragoV8 t*Sftggth., AverageSSDay"Sfmngt)r; �n mo °O m Foundation Inspection Report / _ Z Office No. (518)761-8256 Date Inspection reque i�ed� a 7111-3 Queensbury Building&Code Enforcement Arrive: '_L___r, Depot: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �CGV)h f'Lo6C . PERMIT LOCATION: -5 2 c v r 7 INSPECT ON � TYPE OF STRUCTURE: /! C- °mments Y N NA Footings iers C- r� Monolithic Slab �—LJ— Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this Purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 1-3 Office No. (518)761-8256 Date Inspection reque IV . " Queensbury Building&Code Enforcement Arrive: 1 -0 m epart: 742 Bay Rd.,Queensbury,NY 12804Inspector's Initials: l ` NAME: . 's u P4p) V C K RMIT LOCATION: 4 y/, ..}; t INSPECT ON: - TYPE OF STRUCTURE: ( — Comm enb N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Buliding&Codes Forms\Building&Codes\lnspecdon Fonns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report a Office No.(518)761-8256 Date Instion uest v 1 1 Queensbury Building&Code Enforcement Arrive: ti Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ,�L .S a PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: r commenu Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6% areas under slab ackfill Appzvva! Q—T Plumbing Under Slab C/Cast/Copper Foundation Insula ' n Interi kerior R_- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Fortes\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date on Queensbury Building&Code Enforcement Arrive: k; m Depart: Z� pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Im NAME: F�'� E KJ t: ( V T L� T#: LOCATION: 1 1 l c ))-TOTE TF INSPECT ON: — z-3 -1 TYPE OF STRUCTURE: Ito 5P — \ Co m o ft Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper , I . undatio�n lnsulatiIrate ' enoe 77 Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fors\Foundation Inspectton Report.doc Last printed 12/20/2005 9:24:00 AM X - anX 7 ESTI�IG:.&1 RN1FiON[W1N fAL SEE2VECE5 1NG. ;594 Btaa�lyray Ut/aterv7cet, NY 12189 RFlpne..`518-266 014 fix 518-266-9233 m 3 0014CRETE:EIELD OBSBP--VATION REPORT eo r, EP-PROUK1311ny.PIaza C1 IENT;Eliswo[thYarm% REPbR7flR FllsivlorU Eiccai/atiny1 OWCRPTESUPPL1MR. ietteSPne DATE: S-14-13 Phasei foopagsafrfalf trasement s'edo� JQB No3;ETE-.13IM '1 3 p w N N H O TIldE VYIP(TER '(GAtI_OMSj E `N toad TlCkej 'buck Cu[ik, 574inp; Air :/a �Cocc, lil X RX o O tia Nd� No. '[N}dmr - -(io.) 7eigp hF[ 7Zo. $.e f00d w ... .. Added: ficial De 61' .. Batched. Start EmP15F �t9q�.. PlaitR T4 t . 1Z9I1)31(1CS �' Fgdd.. . . . . . (;a5 60, 0,9: 7A .40028 §et.1oE4:c 1 79fi17.8 :4553 lob 0&38 0722: 9740 _ A 7ABStiM -05'89 !10.0. 0745 0330+ 0945 50.. 5F ;5.9 76 46058' S ZaEh Nslde% ...• 7 7961&1 4595 10.0:. 6834 b9 iw 0825• 8.o, 66 '7_D: ; . W ,40D38 $`eI�3::aF4± ;Ii`stCe: COMPRESSIVE STRETICs<-'H. JDA`TA: SET LA80RATOR! DATE OATS UNfr WT. AOE. COIM-RESN' '7eated.Hy:SSi; NO. MO. RECi3�JED 7ES7FD OFOS!C,_. (Days} STltENGiHXpst1 AS:RECEIYED' EIeld'Resibits Reported td, Coiii;rete�forelriarl t,2,3 410742014205. :8-1;5-13 &r2J- 3 140:314447`143,7 7 27;EU-' .0 3340 Tr.4lspgw"dsy m.p 419842024206 91tr 3 T4D.1 1�4U2:143:4. 26' 3820:$ 4350 Remarkai-Midlinge-WR. 41994203'4207 9 11 1;3 140:9146c714:S:T 28. 300440 421;0 410042044208: 10 8.-13 140.61452:1 '4. 56 ^ Weather:C'.123T' N m b m O m N 0 Speciticatiort at 28'Days;4K Average:?8 DaySfrejbgfh 362(I(4370f4ZZ8Q Av mii(p.56 Day Sgen90: m �n N O J O Ln N X eve en W TESTjVG&_EfVV1RO"WtM+ -5EFMCE,INC- 59?1::Bcoa� '•y/Vate�t Y}21W Phortr 5'136-26"31'V Fak 518.26"Z38: m m CONCRETE FIELDOBSERMATlC31�TREpE9IL3 N W PROJECT;KerinyPEaZa WENT:'Et19.W tif�':1 tc Mating REPOAT:NQ-:E4 B8.�9 I g4NTRAG`F0,iF: EIWNOrtb lEiM atio9 0.0.,joR TE::SUPPUER-`Palletbe Slone DATE; P.-6-f3 m �n Oa AO: PTE-5385 0 J LpC'ATION_"Q,ltrte 8;5.�o J:2.3;1ineB;Selo 1C(footiags�: 3� N N F.O "T1.hTE: "WATER (GAUMlkSj O rCD A Load Ticket Tmc;t •Oahfe. _ SWr"r. Alt 'O/o: tont; Mik Na: No. No. No. �a�: (in.) Temp- Air Temp" :SeY Nd Batched: won Efnpty AM9k Added- 700, D"esjgn Remarks P,lelif 7ofal: +cw COMP3 ES5tS!E STRtfM ii: DATA SET LABORATORY DATE DATE: UNIT WT.. AGE. C.<VAESSIYE: T Ued:Hy;eEerniactor . NO. NO, REMVED TESTER DF?CYL. UYays): STRENGTH:11ie,1) . .. A.SRECEiHED Feid RiesLlts.{Yspoitotl id 5107 9-11-13 94311.3 115.9 7 3440 Trarrsported.-W.TAM 5108 1.0-4-13 147.8 28:. 51'09 9Il 4 13 146-9 2& R??ha kP?Goiiiractiarinada 4ic& Qilats' -� 51"1A 1+48.5 H � N 11Ymatll"eY: 0 lid 0 9 0 Specification at 28. Days:4k 9ver,7g 28 Day zuiiengro l(yeYa>3e Sfi Day Strength: m cn N G �w A �e� X AW- d m a (D= I N TESTINI.64,8 1V.1RONMEkTAL SERVICES 1NC. 504 Y3MOdWW V$ate"et1lV'l'IYIA9' Pho.+te.51.8-26S-0310 1"a $10-2664sm m� CONCRETE.FIELD 0BUkVATION REPORT _ w PROJECT Xenrly Plaza CLI6►t1T:;Qfswrt?r Excauatfng. REPQR7XV D:E 13 86$T1=1.3 n CONTPACTOR;.EIIswr Excavating CONCRETEMWPLIEF;; Pp tle,%one n7 L:OCi4T10NL Slkeaap fRctiPf9?s:a4:C.piie,�9;11,'13;1.Si�9 ,709'idO:s>ETE"-i'3� 3 c m �o TIME; **ATEK IGRt fA➢isl: o 0 ,LuadTicdiat 7ttiek ,Ctih;t- -:S,�unar, tio. No: 'Nd. Yawl Sh,"' .T,amp yyr 'Temp.. tat.f ., 93tched Stahl=_ .'Empty: A'gg>. . :Addo,* 'TQYW Desa9!c Pleat Iotaf Remarks: .. ... .. ... . . .. to I 796W 4565. B.P. 'f39.�' 5335: 13$5: 825.,_ OV 2LIS. .__SIS. •4gOgS, Sel;'Id �,eprs .�.. COMPRESSIVE. STRENGTH DATA SET LABORATORY DATE DAft UEET WT. AZE CoofftE5S1YE Teat dW,MAr' NO. NO. Rr-nuvlm TESTED OF-CYL. (6aysl, S7MRGTN 4334 wRECEIVED ,.F,ield ReaailslYepgrtedbo: E!1'sw9ith;foremen 1 5941 9-12-13 9.1.8-''I'3: 145.0 7 3360 TiansportedlW. M. 5142 9-18.13 146-0 20; : 5143 TO-9-13 146;7 2Q: ' 54G4 10-9-13 10.0: H; o Weather:5>St)nY;��[p1 -a m m m m m Specfica6 .At 29.-Days: 4K Average $Day:SEt ngf►t: Average 55Day Strength: cmi M I � �A x evergreen TESTJNG-&EIMRONMENTAL SERVIM-,INC.. 594-Broadway WateW*t ky'12183 Phoow 518-26x0370, Fax 5f&2MM& m 3 GO CRE`rE AELD O$SERIrAITOX aPM—T `D W PtttJklECT:Kenny Plaza GLIEIJT^EllW-nrU+<Excakatng REPC7RT1fJ E-.l3 651;2:73 N cn OONTRACTOR:15.111 irgLfli'<Excavatirig 60ACR� SUPPL1 PallefterStone 005: 9-1203 cmn LOCATION:Piers,.LfnaCM foundation walfs23fB-J andable via112.4/B J':M indudii g pier 20 aim phots. J.013 NO:ETE4;3416' 3 c so rlrn - WATER: (GALLGhS) No .tome Tidmt . 'muck. C6W6 Slump 'Air W Coot . mio;. w (in;) 'T4mp Air Tpi em lro: No. No. `raids Botehod. . Stan A'. Ag8,e Added.'.: Total Design Pie.( TDW( ftmarIfS: s Fleld to t 7%t-.% 45'33 6$ *, 95k2 '1 3a^. 6¢6= '83' 35i1 .wars- sei-1 604,cyi5 COMPRESSWE STRENGTH. DATA .: SET LAMORAT.ORY PATE OAxe ttNrr WT. ACsE OOMPF2F•44,,1.VE. 'T,CBtP.d:Bp;�T} NO. NO. RECOVED THSIED Or F, YL.. (Uays), ST)zEfta.GTH(p5if' AS RECEIVED .yield ResultsiRepprt.e' EI[svaoffti;iep 1 5157 943-13 94`9411 144.4: 7 3+20 Transpoi3edsy�-JR 5158 ia-'f(?-13 144:4`. 28 - 6159 10-10=ts 144.2: 28" Remarks h9id'tarige �n 5160 1444 H. Nm H Weather Partly doudy wmwjighl; rain: ^u m m m ut m m Specificaflon at 28 bays:d_SfK A1!erd_cw-U Day Slrengflt: Auatage S&Dag StierrgSti N O j O N Foundation Inspection Report Office No.(518)761-8256 Date � Inspection requ i Queensbury Building&Code Enforcement Arrive: - L epart: a 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: VAP Il��X360 C SnL PERMIT#: LOCATION: _ f y�g 7�17P — uT( .T INSPECT ON: TYPE OF STRUCTURE: Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. undation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: ){ am/pm . Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: — NAME: _L�� Ul flV� �r X. K PERMIT#: /°� (f/7) , LOCATION: / j INSPECT ON: -.9Z/ 3 TYPE OF STRUCTURE: Conimenu Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Fors\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM X 0 n m TESTING$ENVIRLTNA9ECJT;4CSE8VCES;' INc 594.Bi�%,,w 1�(atervllet,tdv121as Ptime--5�1,"66MIO( FaXBIj3-2M@ Z3d1 cI a G`ONCR��PE FLELD OBrS�sg�AT'IOI$�E{�.OR'T w PROJECTKennyPlaza Ci EENT;;EQswo fd E*cav3i'tng liEPORTT4Oi:E-16 861T 9:3 W CONTMICTOM Sisvrorfh Excavating CONCKETESUPPU Palleffe Stone bAW. 9-17-13 m "7 LOCATION-..Foofng J lin52,to 13.-K=line 13-lb 23 JQS NU:FTE-13-3$ 3 0 so �W N to TIME WATER (G)SLLON3) oCD Load Tiew TMCk, 'Gubjp� Slungi - AK °U. Onee; Mix No.- rt r l No, Na. Na Yards (im) Tomp tAii Teinp-, �Set;NO. =r BaaWjed Start Eff" ;Agg, Adtled tow :c6slgri plait ]ofbF: Remulis F6BTd. p y 795958 4554 Ttor IM 140)5 1451 4.25 Si O fi, 75, AffJ38: W.1 uf4.015 V COMMSSIVE STRENG114 DA7-J1 SET LABORATORY DATE DATE. l9Nlr:WT. -AGS !.vmPRESSlV% 'TewD l By.:M[; NO. NO. RECEIVED TESTED 40FGY4; (Days) STRENGT1i(psil AS RECEI11Eb .Fleid Resulbs?Repvcled:tc: Ellsworth rep. 1 5271 9-18.13 9-2413 143..4 7 2670 Transpbrfpd By;JR 5272 10-15-13 1.44.4 28 j 5273 10-16-'F3 143.9 2.& w 5.274 144.4 Km We0thei-Sqr, wa";.. _ 70 m m m w m m m Specification at 28 Daays:4K Average 28.Day,Strength: Averdge 56"Day Strength:. w o mw Foundation Inspection Report Office No. (5 18)761-8256 Date Ins tion req st r ce' ed: Queensbury Building&Code Enforcement Arrive: I Depart: a 4 742 Bay Rd.,Queensbury,NY 12804 Inspector s mitt NAME: a -)r\ P T#: LOCATION: I �j/,,, R 4-:�2 SPECT ON: - - TYPE OF STRUCTURE: Comments Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing areas under slab Backfill Apptaval umbing Under Slab �' VC/Cas a terio rior Rkc - 0 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection r iv Queensbury Building&Code Enforcement Arrive: = epart: _LZ-mss p� 742 Bay Rd.,Queensbury,NY 12804 Inspector's Inti s: NAME: �C i\n ��• �1l7%< K RMIT4-: / :3`C% �� LOCATION: i 4 La`3 �cl INSPECT ON: TYPE OF STRUCTURE: consmoub Y N NA Footin ` Piers onolithic Slab mentin Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place ootin Dowels or K ay in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspec don Forms\Foundation Inspection Reportdoc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date t ionv Queensbury Building&Code Enforcement Arrive: epart: a 742 Bay Rd.,Queensbury,NY 12804 Inspector'sNAME: K e LOCATION: J fcy INSPECT ON: TYPE OF STRUCTURE: ( � -<\ L."_ Comments Y N NA ¢nxcsv V Footings t Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. �\ Foundation/Wallpour Reinforcement in Place V-7) Footing Dowels or Keyway in place Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab FVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 8. L:\Buliding&Codes Forms\Building&Codesunspectlon Forrns\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ii is I , CD C M m TE`STINGr$E. RON!1lENTAL SERVICES INC. :.594 8coadtivay w teivl!et NY 12189 Phone b1 2&6X310 Fal 51&Yfi6 9238 O:ONCIS'PEFIED-BSMV-ATiONREPORP �. m PRdJ CTF Kenny Plaza CLIEIiT EIlsvcFxLT Excavating PORT f!4.E.113.9CIn•911&13 m CONTRACTOR.Ells0oitir,EXcawating xOWWTESUPPOER:Pallet[eStone A TE: :95-13 r LQCATION•Q line j3zs 04,::23line 9:5 to KKfootmgs) J S 'NO:E GE-1. 06 TIME WATER (GAF.LONS). .Slcanp .Air 'YsCgnc. xNu I, Load: Ticket `Trucks 'C;ubic. _ Na No. No., . Yards tioj Temp by Tom;. !' .,I$�EE No. H:tchRa Start Empty. A99� /Sogl6 TOW Design t arks; �F+IedC. Motel i i *.Fyeld . Sef t.uf.4:w�s � II N COMPRESSIVE STtVE GxTH :DATA. I I I SBT LAbbMTORY DATE 'BATE. t") WTe AGE -CQMPRESME% Tested SO 1 CortfraefLT ' ECEIVEfl 'FESTER �_ GYI�, . t .tJQ: NO. R.. m AS1iEDFL�VED Field RestilfsR o I NT $f07 8-0-r(3 9-'I I:I UrKa 7 3440 I 7ranspocted:ii 661 :51QSr 1U•AI. 14T:ff 29 4:0.6,0 l 5109': IIC�L 13. 145.9' Is 41:90 Remat9�;Co.; rLe oW CD Will1A$5 Fi eynnders I w I 'iflfeaffier; � I i co � a-i M c-I I i. AverdRge28Day 5liengNi 4974: /tv;. ..: 56 ¢a S*ith: E oo FSpecMdat]en a(2 Rays i IC Y dm' Y m c-I I (r ... .._.__. .. ..-_...... ....... I Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Rd.,Queensbury,NY /122804 Inspector's Initials: 11�0- NAME: tell :; PERMIT#: o F LOCATION: / INSPECT ON: aAh 7 TYPE OF STRUCTURE: Commenb Y N NA Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place / Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forrns\Building&Codes\Inspecdon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (5 18)761-8256 Date Inspection request received: Queensbury Building 8c Code Enforcement Arrive: 1e O am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: N,1v1 Ll PERMIT#: / -�-0 1' LOCATION: ) y Y' INSPECT ON: TYPE OF STRUCTURE: cmmeab Y N NA Notings Piers �� 1QTA' Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. U\Building&Codes Fors\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report 4K Office No.(5 18)761-8256 Date Inspection requ ce Queensbury Building&Code Enforcement Arrive: 7 o in epi: in 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: ,Z n n W P T#: LOCATION: _ /y ;r q SPECT ON: TYPE OF STRUCTURE: Comments Y N NA g Slab ent in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil 1 for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding &Codes Forms\Building&Codesunspectlon Forms\Foundation inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: i 3 a am/p Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: �� (,u.R f fi, C K PERMIT#: LOCATION: / Q INSPECT ON: TYPE OF STRUCTURE: (� commenu C �'S Footings Y N N A Piers „1 v Ci{�k ctaa Monolithic Slab J` Reinforcement in Place The contractor is responsible for ✓ n�h J providing protection from freezing �Zr // for 48 hours following the placement // 11 of the concrete. y iL Materials for this purpose on site. Foundation/Wallpour re-). Ilr Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofng Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Bullding&Codes Forms\Building&Codes\Inspection Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report �3 Office No. (518)761-8256 Date 'oAn request received: 3 Queensbury Building&Code Enforcement Arrive: '?on Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: NAME: V\e--, V j p L C , PERMIT#: — 6 � LOCATION: fiCl(� Y SY ra i �'1Ec�/ INSPECT ON: TYPE OF STRUCTURE: comments Y N NA O/ / 1-e � _Footings W1 Piers Monolithic Slab Reinforcement in Placeih,�aec/Iu- The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes forms\Building&Codes\Inspection Forrns\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM b jl -.,•s -' ;v..,ym,.c,., .,a.n-...,.s_ .acv__....__.._.. —.,._-__._.e.. _._..-..____.-._- .__,.. . __-.__. ___.__.__-_,._._ '- - I �s `t �I u -! / f LOG JAM CENTER OUTLET _-- — PROPOSED SNARED _ SERVICE/FIRE i / _— - — -- / ACCESS ROAD S84'181E M yEDEj - ! TO BE 'RELOCATEDA •16'E z v 4 . .fh mLJ / 150' ._ ,=' NEW BUILDING / � — f J ,�I 60 000 SQ. FT. / / �? EXISTING CURB CUT — TO BE ELIMINATED — ► 480' 108 LANDS OF i /i 36' DAVID KENNY - S- - o,°` YTO BE,REMOVED - !,.- Ir 1 y _ - - •fig 24' --►- _- "`'..- I I - - — r a M — _ O. --, — £y_a ---•.. — 1 — .. ._.. .». —— anti --... ,. -IAN ' - _ _ --ter- rn.,-'---"wf -'". - - 1.e '.a. - '- .,, .✓ ..✓ u' _ - - - - - lam$^-Ur. DAVTD 1E ANY 24' s --- — — 31l 389.93' — _ [ _ —_ 35 ---------------- % o Q LANDS OF A.T. k J.E. McCORMACK --- _ e --- — — — _ — - — J----- _! _ _ S84'02,E — — — —� 360' — I' 2C: 'Z — f — — -- — I% i - :J — - -- _ Ate• - LANDS OF KENNY PROPERTIES, LTD. 522 . 8 'Q2'E` 107-21, _ } i 3 _ w i 24 — 0 0 LL ink DAYS INNI LANDS OF A.T. & J.E. McCORMACK I , EW REAR CROSS ACCESS CONNECTION TO DAYS INN ^ ' / AND ADIRONDACK FACTORY OUTLET CENTER :� , iPARIuNG SPACES . ti - • �iREGULAR 290 , !k� yrs iANDICAPPED 10 r TOTAL 300 8 1 {' SCHEMAT IC LAYOUT ��I DAVID KENNY '` MALL �x ROUTE 9 SITE PLAN �y Drawn: PHELPS Scale: 1"=.30' Date: 9-20-94 ` ° I H AJo n N Eaanen. P N G I as . E ace,IPEN L. 47001 - C1 ,r t . � .. ..._._._ ..,-_...__u_... _. .. - -. . ..-.. ... ..__.._., N ° s i o r;� = Date . . t� U E E N S B U R Y N vl .