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2001-398 (2) TOWN OF QUEENSBURY FILE COPY 742 Bay Road, ueensb NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20010398 Date Issued: Monday, July 15, 2002 This is to certify that work requested to be done as shown by Permit Number P20010398 has been completed. Tax Map Number: 523400-278-020-0001-010-000-0000 Location: 1080 BAY Rd Owner: BAY RIDGE VOLUNTEER FIRE COMPANY, INC. Applicant: BAY RIDGE VOLUNTEER FIRE COMPANY, INC. This structure may be occupied as a: By Order of Town Board New Commercial Building TOWN OF QUEENSBURY 49 • .4 (-- J/i I-- Director of Building&Code Enforcement �� TOWN OF QUEENSBURY ki 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20010398 Application Number: A20010398 Tax Map No: 523400-278-020-0001-010-000-0000 Permission is hereby granted to: BAY RIDGE VOLUNTEER FIRE COMPANY, INC. For property located at: 1080 BAY Rd 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: BAY RIDGE VOLUNTEER FIRE CC New Commercial Building 1,750,000.00 195 SUNNYSIDE Rd Total Value 1,750,000.00 QUEENSBURY,NY 12804 Contractor or Builder's Name/ Address Electrical Inspection Agency Plans &Specifications 2001-398 BAY RIDGE VFC 15,084 SQ FT NEW COMMERCIAL BUILDING AS PER PLOT PLAN SPECIFICATIONS' $0.00 PERMIT FEE PAID - THIS PERMIT EXPIRES: Wednesday,August 07, 2002 (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 expiration date.) Dated at the Town of Que sbury; T e>.s ay,August 07,2001 SIGNED BY 4 _ for the Town of Queensbury. erector of Buildin• &Co•e Enforcement v32Lived oy eui (ctil FL. ap-61 • TOWN QUEENSBURY 011.1". 6 COMMUNITY DEVELOPMENT DEPARTMENT 10111 FIRE MARSHAL •' 531 BAY ROAD QUEENSBURY; NY 12804 • FIRE MARSHAL SPECIAL PERMIT APPLICATION PERMIT MUST BE OBTAINED BEFORE BEGINNING WORK; ALL APPLICABLE SPACES ON THIS APPLICATION MUST BE COMPLETED AND THE SIGNATURE OF THE A PPLICANT MUST APPEAR ON THE APPLICATION FORM. BUSINESS NAME (WHERE WORK/ E PROPOSED) £4 L ( `%t OWNER OF PROPERTY: MAILING ADDRESS: /094( iii lei" L, "G ,21-vr TELEPHONE NUMBER(S): 678. 7'2- -697S • PROPERTY LOCATION: . MOO . ay [TAX MAP NUMBER: Section 4/0 Block / Lot /SJ ] DESCRIPTION OF PROPOSED WORK OR SPECIAL USE: AUO G� cd l ��e/ D,/ TT.�ki6P /Gu . ON REVERSE SIDE, SKETCH LOCATION OF PROPOSED WORK OR SPECIAL USE, ON THE PROPERTY. SHOW MEASUREMENTS IF APPLICABLE. PERSON(S) RESPONSIBLE FOR SUPERVISION OF WORK/SPECIAL USE, REGARDING COMPLIANCE WITH CODES: NAME: MAILING ADDRESS: TELEPHONE NUMBER(S): • NAME: MAILING ADDRESS: TELEPHONE NUMBER(S): DECLARATION 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/special use on the described premises and that all provisions of the - NYS Uniform Fire Prevention and Building Code; Code of the Town of Queensbury, and all other laws pertaini g the proposed work shall be complied with, whether specified or noted, a t _ u wort i zed by t wner: Signatu tY wner, wner' ent, Contractor, Architect ENERGY CODE APPLICATIONSc / 3q? xk` ENERGY CODE COMPLIANCE APPLICATION C "IV '' TOWN OF QUEENSBURY, WARREN COUNTY ! 9000 HEATING DEGREE DAYS t ' p� JUN 13 ZOpi -row Compliance Methods : PART 5 - Acceptable Practice Method .-;J jN LicE ssuFi v 1&2 Family Dwellings (only) :;'; `. '�'- CI PART 6* - Thermal Rating - Component Trade Offs �- 1&2 Family Dwellings; Multi-Family Dwellings ( 3 stories or less) PART 4* - Design by Component Performance Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT' S NAME : PROPERTY LOCATION: PART 5 METHOD OF COMPPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - /J/ 0 7 square feet 2 . Type of Heat - Electric e Oil Gas Other 3 . Is building mechanically cooled? k% Yes No 4 . Percentage of area of windows and doors Over 17% /{ Under 17% 5 . R-VALUES FOR .INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED:" a. Roof R 3S b . Exterior walls R 19 c . Glazed areas R S,Y d. Exterior doors R yc` e . Floors over unheated spaces R f . Edge of slab on grade (heated building) R ' -iO g. Basement/cellar walls (above grade) R /✓/ h. Basement/cellar walls (below grade) R i . Heating/cooling-ducts-piping in unheated space R 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code xi Yes No TEMPERATURE CONTROL .MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED A ` ✓.nt' - `" , .. 'ee" eT- - Date Phone -Number INSPECTOR' S REMARKS : Building Permit Application • Town of Queensbury-Dept of Community Development,742 Bay Road, Queensbury,NY (518)761-8256 - • A permit must be obtained before beginning construction. Permit File No&/-39 No inspection will be made until applicant has received a Fee Paid $� valid building permit. All applicants' spaces on this Rcc. Fee Paid $ application must be completed and must appear on the Reviewed By: • application form. /J Applicant: �4,� tget"C V`C Owner: Srn� Address: ,//Op" B4y Qc, Address: /4l 6e e /P /zffs" Phone# (5/d ) 7 2- 69it Phone# ( ) - L V JUN 1:Non:IDE Property Location: Lot Number: / House Number /Q /`?/ �4� e/ TOWN OF�, T,�aa, URe� Subdivision Name: Tax Map Number: �6 -/'-B,. LG �^ New Building: residence 'commercia Estimated Market Value of Construction: $ /f 7s w' o Addition: residence/ co cial If an Addition, what will use of new addition be? o Alteration: residence/ commercial ❑ No change to exterior size: residence/com'l ❑ Other work(describe ) • Check Occupancylnformation I"Floor 2"`i Floor Other floor Total Below sq.ft. sq. ft. sq.ft. Square Feet ❑ Single family dwelling o Two family dwelling • o Townhouse o Multifamily dwelling • #of units o Office • o Mercantile o Manufacturing o I car detached garage o 2 car detached garage o 3 car detached garage , o 1 car attached garage ❑ 2 car attached garage ❑ 3 car attached garage o Storage building- commercial o Storage building- residential ❑ Other /c og I /5-op y Will any second-hand or ungraded lumber be used? If so, for what? Type of Heating System: electric/ of / gas/wood /forced hot air/ b seboar V/other: rA-adG i-larr /ecl1- Number of Fireplaces to be installed Number of Woodstoves to be installed List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Builder Plumber 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 I/we shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,an As Built Survey by a licensed surveyor;drawn to scale,showing actual location of all t truction. Signatur . - 1 tet ter,owner's agent,architect,contractor ' Application for Permit—Septic Disposal System. Town of Queensbury 742 Bay Road Queensbury,IVY 12804 (5M18) 761-8256 1, OWNER INFORMATION: • ' /2 )O 'C Office Use �, Location of installation: 1 4/e c Filo Permit it 3 f---� `�..� Tax Map No. - / / ��Owner's Name: c/ � 1/At • Foo Paid�% • • Address: /O go �� ew �i O. /4,y/r • 2. • INSTALLER'S NAME : PHONE NO. 3, RESIDENCE INFORMATION: (circle year of dwelling, indicate 11 bedroom(.) and multiply f! of ..bedrooms with applicable gallons per bedroom to equal total daily flow) Year of House: No, of Bedrooms x Computation = Total Daily Flow 1980 or older x 150 gal/bdrm = 1980— 1991 x 130 gal/bdrm = RECEIVED 1991 —present x 110 gal/bdrm = • JUN 1 3 2001 Garbage Grinder Installed yes / no TOWN OF „ �� Spa or Whirlpool Installed yes� / noCUEENSBUP'y • EU(LDiNC AND CODE 4. PARCEL INFORMATION: (circle applicable information & indicate measurements) • t:nnl (LttLC9 Q.CD.U!!cl Wn.tpt_.__pP(1.r4Gk..vdoipof_Ya9.l!$ P.4Ql_!311_.—Do1!ioslic_WAl.4r.$upltly 1 iT , wind al what depth at wh it depth ,al ing vain /t, _Pet ,X1 A feet well ' Steep slope clay if well; water supply %slope other from any septic-system depth: absorption is fl. other Percolation Test:• (To be completed by licensed professional engineer or architect) Rate: ..Z minute per inch 5. PROPOSED SYSTEM: For New Construcllen: All individual sewage disposal systems must be designed by ih licensed professional engineer or architect (unless installed in a PIanning'13oard approved sutxlivision). Add 25(1 gallons Io the size of the septic tank and leach field for each Garbage Grinder, Spa or Whirlpool Tub. Septic Tank: /2 'b gallon (min. size.1,000 gal) Tile Field: each trench fl, Total System Length: fl. Seepage Pit(s): number of 7 size of each: e fl. by ' fl. Size of Stone to be used: II 2- / depth or thickness __�_._._...._._✓�'c't Bod System Size: x • Alternative System: length and/or size 6. HOLDING TANK SYSTEM: (if required) Number of tanks: . / Size of each: gallons /TOTAL Capacity: gallons Note: Alarm System and associated electrical work must be inspected by a Town approved electrical inspection agency. • 7, SIGNATURE &INFORMATION FOR RESPONSIBLE PERSON (please read) For your protection, please note that pursuant to Section 136-29 of tho Code of the Town - of Queensbury, any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant, shall be void. I have rend the regulations with respect to this application and agree to abide by those and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. _ r , -Signature of responsible person Date BLDG. PERMIT NO. 2001-398 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 1080 Bay Road for the following uses: Bay Ridge Firehouse April 5 , 2002 DATE SIGNATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby ( )APPROVED ( )DISAPPROVED with the following conditions: Certificate of Occupancy to be issued upon completion of : 1 ) Site Plan inspection 2 ) Fan Shutdown 3 ) No Parking Sign in handicapped parking access aisle TEMPORARY CERTIFICATE OF OCCUPA Y E: ( 0.►il I. ,'# •'.. : )$100.00 ZI ' G� • Q received on 4/5/02 � � \. Date of Issuance Director of Bldg. & Code Enforcement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 90 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code Enforcement or his designee. Request Received Date: Schedule On Date: Time: Regular New York State Special Permit Number inspection Uniform Fire Prevention & Building Code Queensbury Fire Marshal's Office 742 Bay Road, Queensbury, NY 12804 ., I — J q pn, --- Phone (518) 761-8205 Fax (518) 745-4437 Business Name() \' � Cr� , f Address 7 (r� v , \J 0� V‘; ‘/ C 0 Mr-0 / Telephone Contact Person/Contractor Telephone Fire Department Inspector 1,\)\. ,) ,_____ . gl Received By Date ` 'i- lk;1 , 0 y UNDERGROUND TANK CHECK LIST L5OC10 � � �(OTER REQUIREMENTS MAY APPLY) I i C � ,V P1\ UL -�c die ,, Y N New York State DEC Notified and complied with. N Underground product lines tested to 5 psi Y N Electrical Inspection. (27 psi operating pressure). Y N Fire Protection Equipment must meet current listing 0 N Secondary containment tanks tested for one hour. from UL. X N Threaded joints must be sealed. - ( 1 Tank at least 1 ft. away from building and 3 ft.from N Underground pipes have 6" of fill below and �J property line. 18"of fill above. N Entire vehicle on premises when being fueled. ON Pipe in same trench separated by 2 pipe diameters N Dispensers shall be protected from collision. side by side and 6"top to bottom (verify specs.). Y N m ON 10 pound (40) BC Fire extinguishers within home fuel dispensers. 100 feet of dispenser. N All dispensers 10 ft. from property line and 5 ft. Y N Fire suppression for gasoline installed to from building. . manufacturer specs. and NFPA 17. Y N All caps marked according to Uniform Code. Y N Nozzle shall not extend beyond protected area. Y N Master Control to shut off pumps (at least 20 feet Y N Fire suppression system automatically shuts down from pump). pumps. Y N Automatic self closing nozzles, Y N Automatic operation of fire suppression. NO LATCH DEVICE. Y N Manual operation of fire suppression in a remote Y N No Smoking sign, no unapproved container sign, location with posted instructions. stop engine sign. Y N Nozzles fitted with blow off caps. Y N Valves should have pressure relief mech.that Y N Heat detectors not painted. drain back to the tank. Y N No more than 6 nozzles per cylinder(verify specs.). N No common openings with the building. Y Pneumatic cylinder closer than 260'from chemical Y N Emergency power shut off. f i cylinder(verify specs.). (1 N Dispensing devices shall be listed. Y N Pneumatic cylinder should not be exposed to temp. Y N Fill hoses shall not exceed 18 feet. below zero (verify specs.). JN Break away hoses. Y N All chemical cylinders activate simultaneously. N Leak detection device on each pump which will Y N Nozzles not more than 14 feet above ground shut off the pump automatically. (verify specs.). Y N Rigidly anchored shear and thermal shut off Y N , Max area for 35#system is 8x13 devices at base of dispenser. Max Area for 75#system is 24x13 or 8x26 Y N Class one/division one wiring within 18"of pump. (verify specs.). 'mil®N 2 ft. of earth above, or 18" of earth and 6" of Y N Suppression system test every 6 months. concrete or 8"of blacktop on top of tank. - 10/Q I Y N Vent pipes must be at least 12 ft. tall y� Col' raj j r/Ole- /11 • D// Y N Vent pipes should be 5'from building and �j 15'from HVAC. WaNtYr,5 tir` 0 o64.., P Y N Vent should have a flame arrestor ° Y N Filling,venting, and vapor recovery must be at least 5 feet from building. Y N Vapor recovery openings should have a spring iYloaded cap. N Tanks and piping hydrostaticly tested. N Tank must be UL listed. N U d rground leak recovery lines tested to 3psi. Notes: \\�c\fit Approved By: Date: White-Office Copies (3) Yellow-Business Copy Pink-Contractor Copy comdev:chrisj:word:u nd erg ro u ndtan kcheckl ist08022001 _ _ _ - ,aa/'- 39r e)�l,^,.,,,t ` ..„�...„,v lv.�^,„: ,t ‹,. ,„'�. . cvC, ,„s�`s� s, •,c.`-_,.., : '�e,', � �� • ,' ';v,_'e��"��-'� �� „:„.s. 1�v 1,^.?�' ,,:., i✓'✓��J�✓.✓s .,✓'✓✓" ✓ `-..s .✓✓✓. ✓ ✓4✓.✓.✓. ✓. . Acle,1�✓...?S✓. ✓✓.✓teWe RPM) 44 MiDDL DEPARTMENT INSPECTION AGENCY, INC. °�? Vpey,Cticca that the electrical wiring to the electrical equipment listed below has been examined and is approved asY• 0 being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date •r,,) (Ya) noted below and is issued subject to the following conditions. << r Owner: UNKNOWN <%� Date: 07/18/2002 �, ,. • �` Occupant: UNKNOWN Location: 1080 BAY RD 0 QUEENSBURY, NY . �U) Occupancy: Non—ResidentialA. k•y�) Applicant: Comal l i Group Inc . 6 j 0 7 Westview Rd �� 0Pittsfield , MA 01201 , ,,. �) L J • 0 'y �'C4—No. - - - 141`' _1 0 _05- �`` Equipment: 0 10 — Wall Packs; 12 — Pole Lights e • 4,. 4a� O • 0� 0 lay 0,) y. This certificate applies to the electrical wiring to the electrical equipment listed immediately null and void. This certificate applies only to the use,occupancy and above and the installation inspected as of the above noted date based on a visual ownership as indicated herein. Upon a change,in the use,occupancy or ownership pj inspection. No warranty is expressed or implied as to the mechanical safety, effi- of the property indicated above,this certificate shall be immediately null and void. (.•� ciency or fitness of the equipment for any particular purpose. This certificate shall In the event that this certificate becomes invalid based upon the above conditions, 6T' `1a.� be valid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department 9 'G system to which this certificate applies be altered in any way,including but not limit- Inspection Agency,Inc. An application for inspection must be submitted to Middle 4 ed to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc. to initiate the inspection and revalidation `6-,'� k`!<, any of the components installed as of the.above noted date,this certificate shall be process. A fee will be charged for this service. �9� (,�Ji�✓ ��`'le°--5"�i9`��''�e�S,'�'�yyl�e�i,'d,�"'i a'e ' �' . ,�;da „' 4 i d' tr' 44X. 0 r`al•�y9r4.�.y91'`y�vr'��,.'�`�%.r'�!` �C�t G �`Y�.� �� Uhl .� v ^� v �3x�ti6�.v.�v�nd �.$ COMMERCIAL FINAL INSPECTION REPORT ;Building& Code Enforcement Date inspection request received: �>c Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive 9:3p�m Depart 5'ft9®'pm 742 Bay Road Inspector's Initials 6,6 64, Queensbury,NNY 128i ` / NAME Gel �i�%tc,e /d�le.e f7r€ Co PERMIT# 0J) _ g LOCATION £n 12 7w r () .4,tr(�e.ioa� L a�f rl/ DATE S—/—�3 TYPE OF STRUCTURE � f�, w,r,N aif c1/ ,S1e c/ N/A YES NO COMMENTS • ChimneyP'B"Vert/Direct Vent location S/'niD, 2?-Zoo Plumbing Vert. Roof Complete Exterior finish grade complete - r interior/exterior guardrails 42 in.platform/decks interior/exterior ballasters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7%in. Main door 44 in. All others 36 in. • Lever handles Exits at grade or platform Canopy to cover req.exit doors ' Gas valve shut-off exposed&regulator(18 in.)above grade Floor bathroom watertight Other floors okay Hat water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250.000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 It.or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door • Storage/receiving/shipping room(2 hour), 1 '/z doors 1 'z hour doors and closers 3 4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets • Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space . Iectrical Site PI..` ariance required _— coal Survey,new structures • As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) FINAL - COMMERCIAL INSPECTION REPORT Request received: Office Use Town of Queensbury (518) 761-8256 ARRIVE am/pin: DEPART i . n 742 Bay Road Ready at time: Queensbuty, NY 12804 Inspector's Initia' Pir Meet: NAME ` re t�'1a1A,2-5Z PERMIT# �-0 3 ' At time: LOCATION /b TYPE OF STRUCTURE Y e 1.,7 •INSPECT ON(date):. Notes: N/A YES NO Chimney/"B"Vent/Direct Vent location Plumbing Vent ' Roof Complete COMMENTS . Exterior fmish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior balusters 4 in. spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7 3/4 in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed&regulator(1: in.)above grade Floor bathroom watertight Other floors okay Hot water relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 '.ur) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft. or within line of si e Oil furnace shut off at entrance to furnace area • Stockroom enclosure(1 hour),%hour door Storage/receiving/shipping room(2 hour), 1 'A doors 1 '/Z hour doors and closers A� 3/4 hour corridor doors and closers `{ Firewalls/fire separation,2 hour,3-hour complete Fire dampers,2-hour fire wall/separation or greater/ ©� Fire door/shutters 1.'/2 hour,3 hour Ceilingfire stopping 3 000/5 000 s .ft. j c2j 0\�_V\ � pp g q Fan shutdown,smoke vents or fan ��- Exit door/panic bars assembly hardware - Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue TEMPORARY C/O-Certificate of Occupancy yes no Okay to issue PERMANENT C/O-Certificate of Occupancy yes no Okay to issue C/C-Certificate of Compliance yes no "M PIS 5-1AA''A/Aal 4e,rj { Town of Queensbury Marshal's Office Fire 742 Bay Road G-Q/ -�1 U�, Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request �}� SCHEDULE Received: Permit# AO"- I l} INSPECTION ON: -)/1°) "� J Name: 4 1 F C. 13 AM PM ANYTIME Location:. !MG G 0AI�PROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS , EXIT SIGNS-NORMAL I^ t� - BATTERY 5 V /I.4 0 6'3�v EMERGENCY LIGHTING FIRE EXTINGUISHERS I q /� (�, r��ji FIRE ALARM SYSTEM V`L!vC�,/J _�'� FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION • INTERIOR FINISHES \ ja 1 (I Qb 5a,Ak)STORAGE 1IA l� COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING \/UNITS y(o?6Ey CLEARANCE TO ELECTRICAL REQUIRED SIGNAGE EMERGENCY PLAN i MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN FINAL 1 r CHIMNEY , l I° ) 1 M FACTORY BUILT ROUGH IN Rre j4CYLdACti FINAL WOOD ��J�►V V 1/,� ,t4 l )c2 . STOVE ROUGH IN ppp FINAL VENTED GAS APPLIANCE ROUGH IN FINAL- FIREPLACE MASONRY ROUGH IN OK THIS DATE OK F R CO NOT OK _ FINAL FIREPLACE FACTORY BUILT ROUGH IN INS CTED Y FINAL COMDEV/CHRISJMIORD/LETTERS2001/FIREMARSHALINSPECT ONREPOR 11022001 YELLOW-OCCUPANT COPY WHITE-BUILDING DEPARTMENT COPY c' - ti COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive am/pm Depart A 8 v' 742 Bay Road Inspector's Initi: / Queensbury,NY 12804 i NAME S P%C __ t Q 4-1'C F PERMIT#7___4x i t—3`rA LOCATION \C ) R p IV DATE 1 f 3-- `7 TYPE OF STRUCTURE N/A YES NO COMMENTS ChimneyP'B"Vent/Direct Vent location Plumbing Vent Roof Complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks interior/exterior ballasters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7 3/4 in. Main door 44 in. All others 36 in. R CC-IVJCQ \L \c FNTh,k-dI Lever handles CHcW,fl pC - t7 OE__b 1\6 1 -�(�<Exits at grade or platform Canopy to cover req.exit doors �7�� p 1 Gas valve shut-off exposed&regulator above grade t� Pi-I-R�1 v BP1\ Floor bathroom watertight 1 eo b ) I vv iJ u) - irAL60 Other floors okay Hoc water relief valve lAc\aLPtL rJF C_Jcl‘J b-c-eo(J..,11 L.3 Boiler/furnace enclosure <250,000 BTU N/R 0 F 10j0\��\ 1,3 v 250,000 BTU to 1,000,000 BTU's(I 'our) >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within 11 e of site Oil furnace shut off at entrance to furnace ar; Stockroom enclosure(1 hour),3/4 hour door Storage/receiving/shipping room(2 hour), 1 ' doors 1 '4 hour doors and closers 3 4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour compl:e Fire dampers,2 hour fire wall/separation or gr: or Fire door/shutters 1 '/a, hour,3 hour /�erling fire stopping ,000/5,000 sq.ft. i z/Fanshoke3ventsorfan !� �=0Af-�Q(+� Exit door/panic bars assembly hardwar Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage ' Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Jima]Electrical ite Plan/Variance required _ Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) i Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) 04-02-02 16: 12 R I CHARD E. JONES ASSOC. I D=51 Ei'i :t2 J V.W L Richard E. Jones Associates Architects- Environmental Planners 339 Aviation Road Queensbury,NY 12804 Telephone(518) 793-1015 Fax(518)793-2223 e-mail:relranyOadelphia.net Fax memo To: Dave Hatin Building Inspector Town of Queensbury(Fax:745-4437) From: Richard E.Jones Date: 04/02/02 Re: Bay Ridge Flre Co. Dave: V The truss hangers at the Apparatus Bays are approved as installed with 4 nails anchoring the trusses. Also, to the best of our knowledge, the building has been constructed in accordance with the approved plans and field modifications as submitted to the Town of Queensbury. If you have any questions please contact me. Sincerely, Richard.!ones P:101-Projects11998198371Regulatory Agency F1e1Fex Memo Final CO 020402.doc CA/NI;1 _, ( 3 i cz.. COMMERCIAL FINAL INSPECTION REPORT �, Building& Code Enforcement Date inspection request received: 4///U2.. Office No. (518)761-8256 • Dept. of Community Development Town of Queensbury Arrive pm Depart_ pm 742 Tay Road spector's Initials p. 2t� �' Queensbury, NY 12804 NAME BC',q Ric e_ F.1 t'��eii '. :PERMIT#ZOOi'— 9i-, 5-f-35-2'Co LOCATION Ifs e ficy Rbcd DATE --I—12 -- TYPE OF STRUCTURE 'f J„2/02 N/A YES NO COMMENTS ChinmeyP'B"Vent/Direct Vent location ID /�l SC Plumbing Vent Ito Lt (�I t f I�S�a�� Roof Complete Exterior finish grade complete 0 SO I I AO- 5.14 t I iz4 y`4fa Interior/exterior guardrails 42 in.platform/decks / Interior/exterior ballasters 4 in. ' g platform/decks --�+ a Stair handrail 34 in.-38 in. ( 0 Tel cOUV S e Of f ItU e 1/1-1014-1- I -LO be chive� Step risers 7%in. Alain door 44 in. ` J All others 36in. l Palik1111 10f 5-friflii ) avirvws, a/1. Lever handles ; ) Li U J Exits at grade or platform \ • /'e �Y f rt tj I�f� ye f G�ol1,� Canopy to cover req.exit doors'; `J Gas valve shut-off exposed&regulator(118 in.)above grade Floor bathroom watertight I 0P� I� Other floors okay 1 F I Q( 4 Col U to t'11 S'Ceee41 "Of i V1 a c1,1 Hot water relief valve '‘. Boiler/furnace enclosure 1, /' CA pe-e__ ;i�,�il7 j'Q+.ZIt�t0•n dozenC�o��2/3)a <250,000 BTU N/R ' 250,000 BTU to 1,000,000 BTUs(1 hour) >1,000,000 BTU's(2 hour) / \ _ Gas furnace shut off within 30 ft.%/within line of site Oil furnace shut off at entrance to 4umaCf area Stockroom enclosure(1 hour), ,hour do°� Storage/receiving/shipping room(2 hour),\1 1/z doors I "i hour doors and closers ``� ?.hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour con`nplete Fire dampers,2 hour fire wall/separation or eater Fire door/shutters 1 '/2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical rte PlanIVariance required t1 Xk�� I.. CS LL5r bF BEOPt t, 0%tX, inal Survey,new structures > 1Mf As-built septic system layout required As-built `� i Okay to issue temp.C/O(Certif.of Occupancy) �C a IOtI1, Q 5 �ave )i S i o i u es. Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Town of Queensbury pt. of Community Development Arrive\�___,.....Be__ part /, ...s p. ' 742 Bay Road or s Initt: . ;,i,_.< Queensbury,NY 12804 NAME 131;4 fla-X;'C.. N‘RF N..6F PERMIT# _ /.4 5ir LOCATION 1f✓7^se cisil /Sr,c1 c0 DATE 3 -- —C TYPE OF STRUCTURE I tC ex\c lakt rn N/A YES NO COMMENTS Chimney/'3"Vent/Direct Vent location . o/ ( Pk. 1 e-t$e vi, needcec -coo Vre, Plumbing Vent ` Roof Complete , ct°RV°•P \)6 bG . ilkk N...93Q.6 a vpikwtikkl Exterior finish grade complete iu 1 esr Sik Cc()t Ti C`1.1 A-Me_ t(Vi-C\t F i't el.\ t e-I-ho c\ cU Interior/exterior guardrails 42 in.platform/decks �/ dt ol�p G� �?`�h � ('q� Q Interior/exterior ballasters 4 in.spacing platform/decks ` Stair handrail 34 in.-38 in. 0A =` \�Step risers 7 Vain. bt l�if but t Main door 44 in. / }� All others 36 in. Y� tJ�G.� --'^� t� acco c Tye Lever handles V( u3t-k�1 C1??C�e`3f�J Q f d1C\ Exits at grade or platfonn e/ Canopy to cover req.exit doors V • VT1t,&3 to ,--tN ` Gas valve shut-off exposed&regul or(1: in.)above grade .f g Floor bathroom Watertight e,// Other floors okay d, Fi net\-.rl fjsv�� b‘i Ft ce__ Hat water relief valve dVi �„q �� r Boiler/furnacet 1 enclosure Gt 1 <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's 1 hour) Q 4 tikes Ptan is rti-!u >1,000,000 BTU's(2 hour)Gas furnace shut off within 30 ft.or withfi line of site V/ Oil furnace shut off at entrance to furnace ea n Ahi5tal3tn:�:e1 Stockroom enclosure(1 hour),3/4 hour d.6 V- Storage/receiving/shipping room(2 hour), '/2 doors t/ �C ?1�K I-�6 J ICi n 4 13 . 1 '4 hour doors and closers V �.l 4 hour corridor doors and closers V` �G, C n P `� Firewalls/fire separation,2 hour,3 hour b. _ii.lete ✓ 1 C1 C P'�t Fire dampers,2 hour fire wall/separation or• eater J ckc ce t I�v Fire door/shutters 1 '/2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. ' it_\5f, AMA 1 i Fan shutdown,smoke vents or fan / Exit door/panic bars assembly hardware Y Elevators Elevator signage Handicapped bathroo II 14, .b bars/sinks/toil Handicapped ba parkm 1 lot signage •,- " , Handicapped service VrII ers : m., • orsm ' Handicapped ramp/handrails continuous/12 in.beyond Y V Active listening system and signage assembly space • Final Electrical Site Plan/Variance required Nif Final Survey,new structures Nili As-built septic system layout required V Okay to issue temp.C/O(Certif.of Occupancy) I Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive _ pm D t jest' • .s spector's Initial, _of NAME: 27 A J (2AV E_ eGzE.t{p�jF PERMIT# er: ''a LOCATION: t �( �,A� 3 AS') DATE : -2-7 TYPE OF STRUCTURE: RECHECK_ N/A YES NO COMMENTS Footings/Piers �— I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours f 1 o 'ng the placement of the concret Materials for this urpose n site Foundation/Wallpo r Reinforcement in P1 e Foundation/Damppr ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P e Rough Plumbing Heating Rough-In Insulation Foundation Walls nterior Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Sc.ff111 A Firestopping e'rEJ A 14 .-� a., Office Use GENERAL INSPELT ON`= Er`V.R 1 Inspector: Ready at time: (a Town of Queensbury _ �GY '-- Dept. of Community Development Request received: 5 Meet: Building& Code Enforcement At time: 742 Bay Road Queensbury, NY 12804 ARRIVE\t • 'AR ': , , Notes: (518) 761-8256 Inspector's Initial, NAME: ; r l i 6 • PERMIT V f/~ J LOCATION; � �-o�� INSPECT ON(date): 6:) (,{ TYPE OF STRUCTURE: �U . A_,`r ' RECHECK N/A YES NO COMMENTS Footings/Piers — Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placemc of the concrete. Materials for this purpose on site Foundation/Wallpour • Reinforcement in Place Foundation/D amppro o frng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- pWalls R- _! Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour vve- A-2-a-- Penetration Sealed v.)Pi, / - 7t°k•A17 Fire Wa ,3,4 hour 2° �(l , Firestopping L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc • COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrivelinn Depart 742 Tay Road Inspector's Initi Queensbury,NlY4 12804 NAME $ c I R n Cam - Fi L\i)F PERMIT# 3 -- 98 LOCATION l ke41 A N Re) DATE ` — — TYPE OF STRUCTURE N'�is3 Glnl 10G N/A YES NO COMMENTS Chimney/'3"Vent/Direct Vein location Y ® F1 Rom.L0 PILL_ 0 6T col-4 1!`L k Er Plumbing Vent ✓V A L - RoofComplete � aA� + iNt6 P R Op gExterior finish grade complete 0)1,o``�,Rc.t�QJO H Pin t & F.1 e/ LO , �c_ 1 DI Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacing, ., orm/decks 1 J u3 I (3E 0 r� (fit n„-� Stair handrail 34 in.-38 in. 1 i L-fi� Step risers 7 3/a in. „ C,D5TROC\\Dt3 v Main door 44 in. VI All others 36 in. Y Lever handles �� 01•)t)ERB o 1 L-- RooF c ' Exits at grade or platform / G fl. ) f2 E-�--�e C., E t vg R 0 Canopy to cover req.exit doors V V C�� Gas valve shut-off exposed&regulator('8' .)above grade •� i RD 0C ,b T EP \ G 13 G=-1=p� Floor bathroom watertight Other floors okay T a �'t 1"T-t-� PPE Hat water relief valve /' Boiler/furnace enclosurV - !, o9-ta ��6 -T Cass. av EA& [) e -i? <250,000 BTUTU N/R N/R 250,000 BTU to1,000,000 BTU's(1hou ) GO 'I_ 6EN_AvJc CDv_VA�O� >1, BTU's(2 hour) J W A-L1 3 ppt'q �Ct - LET 4,‘Ores furnace shut off within 30 ft or within line f site Oil furnace shut off at entrance to furnace area WO E Y b V\E cc t o Stockroom enclosure(1 hour), ( urho door "`- 6EA� kibLE6 11� Z\\CV�- FJLc1 1jil Storer elreceivin shi in room 2 hour), I 'A/doors 1 ',Z hour doors an closers /mot ,FI RtY'(1 �( � � RN 123'FtREC1-4t �' C 11 t QJ L ov ►�cT�F- 1 .hour corridor doors an closers O Firewalls/fire separation,2 hour,3 hour complete / V '- F 1 P-E_ (ALAP- '6A6VEAA Fire dampers,2 hour fire wall/separation or greater %( Fire door/shutters 1 'Ahour,3 hour �f - Fa;tJ c6 Ht it-Do u m.Ceiling fire stopping 3,000/5,000 sq.ft. I R► 1=4 V Fan shutdown,smoke vents or fan ✓ � )Ii-- PV-Ii t9- 0 AccJ Exit door/panic bars assembly hardware Elevators D oo 1p� ‘ 1 n �DC)\ l_ �l�_ Elevator signage ! F►13 R1- c6Uck J�'f` Handicapped bathroom grab bars/sinks/toil �/ Handicapped bath( kine lot signage 1,1c, A46 Qf` / / `�� , l} I , Handicapped service counters 34 in.,checkout 36 in. �// Handicapped ramp/handrailsem and contsignage assembly bl12 in.beyond f ✓ — )D pet9i L� 1�0 `to l Active listening system and signage assemblyn Tape ✓ Ih CJ Final Electrical 1'i I DD')1c OFF R/'tsr I i I C-C -�jD 1/46- . Site Plan/Variance required Final Survey,new structures i ---t�i E _c) F OPR— �RoM S�l'045.3 G As-built septic system layout required 0 w'j'V-3:.)66 1-kAtix;,SIfjb tU Qrk PlIW-i o6 (3(c`. Okay to issue temp.C/O(Certif.of Occupancy) --1ThkE p N`; tAPlii i1 a 1 by T.M- 1 ` Okay to issue permanent C/O(Certif.of Occupancy) lJ 1R 1 Lb A 0 c-1NoQt tO _, J ` y Okay to issue C/C(Certif.of Compliance) r. oeED R x,3P. . t.re-r-• — 'tic-t✓ Rv ECG - •i-t—e r r t-ke 6-ns,-V trf %•N'iNi QeE_t -‘7•-•v=c � PkailaM6 1-o T1-kE RWR.D �o tt t-\®ot Ftc-p-cc c FINAL - COMMERCIAL INSPECTION PORT Request received: Office Use Town of Queensbury (518) 761-8256 ARRIVE `:-1-.s se/pin: DEPARTS • p 742 Bay Road a, Ready at time: 11 Queensbuiy, NY 12804 Inspector's Initi. Meet: NAME / C /` /1 JZ PERMIT �r`� At time: LOCATION 0 , 2 TYPE OF STRUCTURE •/ ' INS ECT ON(date):3 Notes: N/A Y\7 NO —- Chimney/"B"Vent/Direct Vent location Plumbing Vent Roof Complete CO TS Exterior finish grade complete U;4$,:).TE-A Cr i)iT"i e13, n P O`1�� FRb A — Interior/exterior guardrails 42 in.platform/decks ,l6 V E"` Interior/exterior balusters 4 in. spacing platform/decks i O��R ,, P� 1�y� Stair handrail 34 in. -38 in. Step risers 7%in. f j BR -V- _. 3 1- PI 1,)GE_Q6 . QkK Main door 44 in. I LA 'CCt fED 0 R` L- All others 3 6 in.. J Lever handles - . .-)g ocvtek 1e0 LL L m -k1-\ � Exits at grade or platform Canopy to cover req. exit doors Gas valve shut-off exposed&regulator(18 in.)above grad / — �� \,`�N _ bS:�.� Floor bathroom watertight / V Other floors okay f \A\TEC//F1-136\ L1EER IA Hot water relief valve 1 'Boiler/furnace enclosure F tt$=_:___ a)i l_._D t 13( 1--\, •gEEi <250,000 BTU N/R ESP-E C.�F_.O #7 P� "-v T- `E 250,000 BTU to 1,000,000 BTU's(1 hour) 1. >1,000,000 BTU's(2 hour) RipPRC -ND Pc___,B. Gas furnace shut off within 30 ft. or within line of•'te L ' Oil furnace shut off at entrance to furn c a ea Ft PN$,, M o m�\Fr\CRT►,b�.J Stockroom enclosure(1 hour), ho Q �f' Storage/receiving/shipping roo ,u�E) 'A doors F 1 �-RI- 60 RQ , 1 1 '/z hour doors and closers OY LCt efsA p Q CV____' hour corridor doors and closes :o 11s e,��paration,2 hour, 'fur complete /41/1 / e p co M�� F ire dampers,2,Tiour fire wall/sep. •ation or greater / or shutters 1 'A hour,3 our k, Ceiling fire stopping 3,000/5,1 0 sq. ft. {T{-IRA U)'T7v1/2 E1-i ��T p 0 �_ l"'� , Fan shutdown,smoke vents ' fan g ECt1� kaCpt Exit door/panic bars asse a ly hardware V 11. Elevators �� '_ ./ Elevator signage / � V . 2rab / Handicapped bathroom bar VA-, 1)iy...Vtoilets � 7 °�� -- , V.`- ��.. Handicapped bathparking lot sisnag e = ' s, %;h _f j�l Handicapped service counters 34 in., checkout 36 in. V �/ V ' bDN _ ,- Handicapped ramp/handrails continuous/12 in.beyond _+ 1Active listening system and signage assembly space Y ‘ Final Electrical IA,%� •'��i`,. � -y'� Site Plan/Variance required ‘,tAA Final Survey,new structures As-built septic system layout required Okay to issue TEMPORARY C/O-Certificate of Occupancy yes no Okay to issue PERMANENT C/O-Certificate of Occupancy yes no Okay to issue C/C-Certificate of Compliance yes no / TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 BAY ROAD , � ' QUEENSBURY NY 12804 '"" (518) 761-8256 ARRIVE: DEPART: INSP: FINAL INSPECTION REPORT COMMERCIAL MULTIPLE DWELLING (hotel, motel, apt. complex) DATE INSPECTION REQUEST RECEEIVED: NAME SGt P--1 F1y✓ LOCATION ' ( dire/ DATE fI12 qfhy PERMIT Q 15 • TYPE OF STRUCTURE F1(W 1)51741 ' FOOTINGS BACKFILL FRAMING PLUMBING_ INSULATION N/A YES NO CHIMNEY/"B" VENT/HEIGHT PLUMBING VENT/FIXTURES ROOFING EXTERIOR FINISH HEATING/HOT WATER RELIEF VALVES FLOORS • FOUNDATION INSULATION INTERIOR STAIRS/RAILINGS STOCKROOM ENCLOSURE FIRE/DEMISE WALLS PENETRATIO FIRE DAMPERS CEILING FIRE STOPPIt3-(4- FIRE DOORS/CLOSERS EXIT DOOR HARDWARE EXIT STAIRS/RAILS PLATFORM/ELEVATOR HANDICAPPED ACCESS HANDICAPPED BATHS HANDICAPPED PARKING FINAL ELECTRICAL SITE PLAN/VARIANCE REQ. FINAL SURVEY PLOT PLAN, IF RHO C" OK TO ISSUE C/O OR C/C .5. - Gbi\,,FrtkCi-10-11 FIRE MARSHAL TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761-8205 rircoick- e ;J FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED 3 (P/ ' PERMIT##� NAME __ LOCATION l U SCHEDULE INSPECTIO N 4,h 0''1 3-1 clea) id— AM eANYTIME 644&/Mlb *FM Ir APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION _i INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLER' CLEARANCE TO HEATING UN TS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: Ij OK TO THIS DATE u'ott( f_ o 1. •\ 1i — Voi,\Thret lAz CIA Lillie T ►w k 11 Ol„u el( eigr F-rorici 01.`, plifotclior 2-1:/v-ek, INSPSLIP.PUBIA)Q-1, .INS CTOR Coclo-lr -115(( u /y I • LA \ Al llt OV\ Office Use GENERAL I SPVh I® PORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road I Queensbury, NY 12804 ARRIVE , rip a . . • D:P.R it a < 1 m Notes: (518) 761-8256 Inspector's Initials CJ NAME: ? \•-\k N-\c Q ' *. PERMIT#_ 1- 393 LOCATION: / INSPECT ON(date): 3- ) S- (-9,c0 . TYPE OF STRUCTURE: • RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form 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 Foundation/D ampproofmg Backfill Approval Plumbing Under Slab -- Plumbing Vent/Vents in Place Rough Plumbing n • Heating Rough-In y �l C _ R, nsulation C- N,t-AziivC: � .i \ / Foundation Walls Interior R- \771t-l). -�� j_l ii .. -- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- -- 'V . Duct work or piping in unheated spaces R- V VVt \€-J INO5\--- Proper Vent,Attic Vent Framing • Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam i Air Infiltration Barrier _)j i�`Fire Separation , , 3,hour atcp' Aiyp Penetration Se led `/ �/ Fire Wall 2,3,4 ur Fir opping V L i� ��‘ 1�T �o 6��''-&:_,l L:\SueHenungway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury ArriveP Depart 742 Bay Road Inspector's Initial Queensbury,NY 12804 NAME @(-�\) R!c- Ft'?- 43F PERMIT# ` _ 1-7/7 2-)' 9,�`(Lj LOCATION DATE °.� TYPE OF STRUCTURE N/A YES NO COMMENTS Chimney/'3"Vert/Direct Vent location Plumbing Vent Roof Complete Exterior finish grade completed %./ /exterior guardrails 42 in.platform/decks / Interior/exterior ballasters 4 in.spacing platform/decics J / Stair handrail 34 in.-38 in. �//r Step risers 7 V.in. �//` Main door 44 in. �// All others 36 in. ✓f Lever handles ,// Exits at grade or platform � Canopy to cover req.exit doors / Gas valve shut-off exptsed&r•: lator(18 in.)above grade / Floor bathroom watertight / Other floors okay .. / / Hotwater relief valve \ ti/H QED TO bc-33Q�-RQ R,ERAP\ Boiler/furnace enclosure V <250,000 BTU N/R tf) f .,` 1,1-� Cam,\-- < `j 250,000 BTU to 1,000,000 BTU . (1 hour) <'J �L.;• : t�� 4 � >1,000,000 BTU's(2 hour) / Gas furnace shut off within 30 f.or w' .1. line of site ✓ Oil furnace shut off at entrance to firma"area / \ ij A p‘'y'k t Stockroom enclosure(1 hour),3/4 hour d.. Storage/receiving/shipping room(2 hour), : 'A doors I 1 v2 hour doors and closers pt•D T -c- cooc.4-j -co k...01-c- \ ;Q i I.hour corridor doors and closers Firewalls/frre separation,2 hour,3 hour comp .e 7 '"'Fa V4,f\�L .R 0tIC Q \u my Q �j��` V Fire dampers,2 hour fire wall/separation or gr�ter f\ GP40L�•— ., Nk.,\` }�� ``�'� �4— Fire door/shutters I 'A hour,3 hour t►� Ceiling fire stopping 3,000/5,000 sq.ft. '-Qj'*&h Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware / �� `� �J �A �� Elevators r// Q �� \� � Elevator signage �/ /' Handicapped bathroom grab bars/sinks/toilets �/ Handicapped bath/parking lot signage _� Handicapped service counters 34 in.,Checkout 36 in. / %%\ b- L� Lit>>: \\3V Handicapped ramp/handrails continuous/12 in.beyond , �f Active listening system and signage assembly space c Final Electrical Site Plan/Variance required Final Survey,new structures /;',/ �/ .As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) „ `C>IV \.‘3) .<--c , GENERAL INSPECTION REPORT 9 G b ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arriv ` Om Depart Inspector's Initi NAME: c-3 v x E__ \-\\6j _ PERMIT# LOCATION: C1)9kr V_p An DATE : TYPE OF STRUCTURE: _ - RECHECK N/A YES NO I I COMMENTS Footings/PiersI p Monolithic Pour Form 63 {\- Pi Reinforcement in Place J� The contractor is respo sible r providing protection fro freezing for 48 hours following th, p1 cement of the concrete. Materials for this purpose on ite Foundation/Wallpour Reinforcement in Place ' Foundation/Dampproofing Backfill Approval lumbing Under Slab ylumbing VentNents in Place ��ECQ -C ✓-Rough Plumbing ��` True__WE_ ti/ eating Rough-In- vAt t•� Ct-i-' �� Ci�p t►�1, d insulation /1` 16 TC� 1)�\ \t-- u- f t3 Foundation Walls Interior R- V-1,� �� 4 ,� _V_ _ Foundation Walls Exterior R- J� Floors R- Walls R- Ceiling R- 4,E }[,tom,Th 1 13_61- - 1tJJv1 `�1 D\ Duct work or piping in / C317 t%'A VE- unheated spaces R- c o t V>L,EXe_ \ yJ 30LA (3 00 groper Vent, Attic Vent ` — E , -00. f Frami"rigs-=- i Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier pire Separation 1,2, 3,hour enetration Sealed iie=Wali-23 4hour--- irestopping 4-AL- ALL c, ) T3 75nJ, --,01,g• 1) • ST'[atatat7ui aTeld'S[•t lei ndt i(t RTnt-• •Mtl10 CMZOOZ'tl.N��a� t" 'filoxnSi9T4!WSN OmP �a gmanCALto • .� , ` ! R. >•Wig Q1►L95 Dua �: ; "tt�•},� p`,. 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E•y•tii ;tH.1Hf: b.Ldfjill::: E•Vf aH•1 ._— t�•`• ITN rm.; Pali YL{9 t 6sy 9 07•L C'►9 t mr °°•o� •�01*NM Oil e. dd115t3N00X •loar+o►� Onattc MGtY10tt4 =WAR t'ttlXt OitallHatRtr =otsot iIOiaB 11PYC =Doge 12 Et 61 IC so yo.xol n e� cpvw oa sc ti t2 tt et is az Il0U1t Kg� NCO{TTS L{ ZC .; i1e10x Ii ry up,i.� 4 ,,--,.._••a:11•44.4.A 4... ... .,....: , 1. 14 tP► :, om� � 1_......L._......_.____:.... .o...2\ I e \ " aDO �►fltD i; _1"'` 9 , /�01WOua. ® 10020 t oelxe 'SWIM NI MONS Sr 292r • .lC111OUte ' cD0 i •SO O1NS•StL31u311501d0Aidf� L NggLtONO� Oi.91Yw1Y O1GT10N3�a111NTXV3i0YSIM R T z1.tt9•i •�1TfTafi01H9111�F11 !►I MVO t tPS z► • xT a c r'O airs toms'L met bunsem* ,;, • e6 . rl , V0, 1'z::.:i1.:., : t WPM., .., Sd+111T9N 81OOTIu■• 1aAtC'.L1Nfl Lfi'»fd911 t • _4, ,L Ss t. Et►S►OiT _ ,. r= . �' ■, gars N>t ill LakKi7:IT 2002'21'834 • FEB.1?.LINZ 11;4b&11 t'rl 1t►vu30 a: .-uu.o •,•••••- . -- nues-tyae YuLuAtmt -i, Lumen. • Jae truss \ 11060431 ELMAIU0E 112A DP ROTRU6S 3 1 ' 4 REPAIRS.1 UNIT.DJW • e i9idia.1�111'ao 11 WAS::532am Peg,i I 0l,O , 461D.a lIO.60!wAn la" 17.4.14 � -ft9 —t a 31.1.4 s- -�T��t 4.& } 4,•tx } I I 7.11-2 bG1s 4 4.4 a adz 4a•12 4444 Sfi•f4 T 1r•a CONDITION:OAYORIDGE/TRUSS WA 1370 OE MELO MODIFIED FOR A 6"CANTILEVER ON THE RIGHT END. MIMIC AS SHOWN IN DETAILS. Sew y,4II use= _ ax10= 9Sfp= . :I ` 4 6 i 7 6A0 12 4Xld�� ae10 f 1a 1 �; 4m11 4 aati ' Ft A • ! r • J - a7xt� Z• 20 rp t8 17 1e • 16 to NI 7d= e 031 a,ca 11 4� radlo3 aim II wee dxa= PLVW O6 ( s.4,O 17-4.14 _ 25•4.0 l .2 1 4t.4.O I e044 I i 944 a•tatua � ,'�711.2 1»•2 3044 � nu IX.0 p:D•3•S.0.3•OL 1 .9 3-b1.ILME-3i.-0a>� zze....,....®EFL ((� �d511 PLATE* GRIP leADIIiBtall) PPACIPIC v U. 4.36n) 17 s949 MLD 1@9/1;9 TCLL 6S.D Plates Inman* 1.15 CI 0.77 OM Vert 17-19 >99992 ECU. 10.0 Lumber W Ina VE WO 0:6a hC 3751b OW 0.0 Cod Wass DC '95 1st Flo EMI.360 We19 OWL 10.0 Cede ODWAi+>SF9S RUMS'e CH�OIIC 2 x 6 SYP 05S•Otoepta 70P CHORD _ Swill:al or 2-'&11 on outer wan spaded, except end verdeal2 EDT CHDRD Rldid wpm:greedy 4pcond or 7-0-1S on coder bradng. 1-3 2X2S6 do Nat,g•li2x6SFfHo.2 We mml1ddppet 047 WEBB pD Z X4 SYP2 00 vies M Rows at 117 Ws 4.20,843,3.21.10.12 eif®9 2 24 SFr SFF S of -21t�Ot' 2-7A2%a5FFStud,3.202X7SPFND.2,4-102X4SPfttD.2 10-132X45FF ®i712X55PE q�24-1s2xaSPFHo3 11.122 IG SFF Oa . UAttlCNS(e1 Idea 2i■��Its,12-) 1Kan OW Uoiit 21A-707 load cass4),12■A87(bed case 4) FORUM 0b)-Ige54 toad Cava Ordy TOP CHORD 1-24.-0.2-5••4651,14=4735 4-5.•6216,5.644216,6-71.-621S,7444226,M9=•3725,9 10=-4651,*D11 4,1-21 -335, 11-12•-355 607 CHORD 20-234241,19-20.!'96 18.19-5596.17.18=5596,1547155596r 0-16.5596 14-15.5546,13-14-Ei96,124303o iQ 13=T1t gis WEBS 2-20=712,3-7A■2�,440A 2033,418=150,4.174945,6-17=4260,o-17.945,II•15=141,Q-13=•2@03. 2-23134205,10-12=-5206 1OiNe guts has keen d adc:Dddfer unbalanced leaded condadoons. r�tl 3��truss Oior6 dead IDoad s 5.0 for psf b� d load,d loads generated pliml from huMdmee @c o ground acopsw�y'G10 5OI I1, conduit*1 enclosed fig,of dimensions ZOO It by 140 ftw0%exposure C ASCE 7-93 per SOCA(ANSH6 U an0 voted,or eandlevers eiday died aro exposed to vded. 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Ja1A 6e1 e2 cao*tou:eA E i Ttiuss t2a is TO 8E FIELOMODIFIEO FOR A4 CAPOIIEVEROW THE ROOT END. 211611 REPAIR AS S►10 + iN REPAIR DETAILS - FOR TRUSS MAt1204601).trt0ss 9 224114 4/51Haar2 ilrAi ll � a�, ----Aidl P 1 i .5•411111111\01: - \\ \k ::- 21 20 is 15 14II bs+a= ' 7a10= I ' _ I srazt — 12 sp{6 es� Oa= � Tit°= mm 4ttaa 26 0 �a 5442 .* z n• u s2 neat•®•11.2 bats e5.�4 bola 4414 riD �► F ItAfi�.Jw 4�-] — ` — _.__.._ CSI _ M 2s 2 p� 3T t 19 FLAWS N „a mei limeade LIS YC 0.92 � o >999 Stt4+ 1 Lumbet Y W0� 4.42 It 17 99 0.0 Rep Vier ee 1 ILO dell S GOd@ e0qAHSIDS llh y�i•360 Might 383[b 00�� WHOM CHORD TOP 51 th or ante Wen tkttde .8•l5 , t� DOT GOAD R et MO Z•21,9.10,n 2re. OF CHORD 5 SFF SIP O■5�.�.5�2X 6 SYP OS �S 9.12 �1.6-15 W CHORD 2* 2 Xi ST S=aeo V 2 RCYri at 113 ids 14•ii Z Xi SYP Fq,2,1b-19 2 X6 SIP f�•3 �g 2-211X da•2" `i22xisvF ►1-22ZX55PFNa.2 Z 21 tXA SPF Stil 1ti-312X6SPF No t O) 22 4(IPnd1,1 2514105e t e 13;-767(loaa'oss 4) Hex Wit iit=707 laid case , S•l0={ �1,2 t0-il� Q�yty l 5=-4332..5u4 32,d 7=-022.7•l 4022f a 411 ,e ,D4O43�'�`.4 3f 10-11"4� macs 44t0' .343g, 2.1(43559 18.14.3559,17 fe=$3]e,16-17*5338, B•3349L . BOB CHORD 2.1.22.0,1421,2-20g39,14.20=J569. ■ eds.•7M,7-]9=-330D.545 2350, 1112•C iD3.3-ltz1239 1 f0e-110C,6.18=7+14.Er37 139. 2.234415, 12041304.1.21= ""� 9-135sos,�za•ue7,1�t=37s9,1o•ir� • a)) Wp hen been _OlYldlnp m+ v 05>�ah winds et 46 RsbaMre d kv+1,ncy k ory Q, sea"load.IN Mt Ran huttkane a Wp p!u Md140 R ua tt en aot eta�'" 'The erre00 R pY m wnd-1<PonA¢s�� , vartaBoranttta33 �01*Plate Odd rxaldld2.3) DOLltlt7!ffie�e3 Nrit4_r ^� 4 adequate dialog ea pies 1 oleoand ets s °te wain usa+g Anst/7PI 1.1055 angle to cm formula. butler* t" 6 13 de media at oln s) en oohXd�(Bay �„ iata capable of w)h5tand'n4 7e7 ib ant et joint 22 Ma 1 d °°r� nEdawlprtaec (e3► �)of to beats¢P :h 6)70714 os at Wall. tele ASSVTP11-2095 criteria. r S . �,tnas tnisa be aa� T ✓A 1'.Li I f: - ndatid c�c►cAs�(3 5pI k- • Febtutiry 12,2002 I 50.11,61 rlikt eka5t- FIRE MARSHAL t - TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED / al/ PERMIT# 0W-3g NAME �aav d�e /'rrcQ eoyy/ LOCATION !�°1_o e /i SCHEDULE INSPEC 7ION ON (2-02 g•Oa \., f OD A 4/PM NYTIME APPROVED N/A YES NO EXITS \ AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTIN FIRE EXTINGUISH S FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEIV FIRE SUPPRESSION SYS1 M HOOD INSTALLATION INTERIOR FINISHES STORAGE: 1 CLEARANCE TO SPRI? KLERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY C C41 Q/ t iu,V WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: OK TO THIS DATE rrlitrcWah tka:'r of �XC12ad. t i .t 1 1,110049 -P (Nkfdr Lvei D ke1 TD �I,I ,L INSPSLIP.PUB VISP•CTOR FIRE MARSHAL TOWN OF QUEENSBURY `4 j QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIV I - _ i J 0?-PERMIT# ) w 3C)8 NAME tt m • 11, "B I f'r fie, CO LOCATION Gehl SCHEDUL' INSPECTION ON `� ' - 9 AM Pf ANYTIME APPROVED N/A YES NO EXITS } AISLE WIDT S j EXIT SIGNS EMERGENCY L HTING . / FIRE EXTINGUISH:RS FIRE ALARM SYSTE 1 / . FIRE SPRINKLER SYS' EM FIRE SUPPRESSION S .Tf HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANC 0 S CLEARANC' TO HEATIN MIS REQUIRED SIGNAeE CHIMNEY WOOD STOVE FIREPLACE- ASONRY FIREPLACE FACTORY vUILT REMARKS ❑ OK To THIS DATE 0 0ee IC) Ve'rd Y -flies-t IL- I(1\C- f'A At.-, S 1 -iS Od ASt- 16CO G fut- 5 ,`4 ikkkA VtiLytn,QD A "c(0 rn , Vpi ky 1 Jtilily 11'ne, $10, 'v i . INSPSIUP.PUB I SPE TOR FIRE MARSHAL ,• ' `1-- .. TOWN OF QUEENSBURY � QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED `f 114 PERMIT# _O t -- �,`J� NAME 'BOLA 2 d9 Vic 0.0- itew �`0,��Tei LOCATION s 9 RoctA SCHEDULEIN.PECTION 'N 2-- 1 -G - 300 ANYTIME rr APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS \ • EMERGENCY LIGHT( G FIRE EXTINGUISHERS 1 FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEiVI FIRE SUPPRESSION SYSTM HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRI, KLERS CLEARANCE TO HEE ING UNITS REQUIRED SIGNAGE CHIMNEY / ' \i WOOD STOVE FIREPLACE-MASONRY/ i FIREPLACE-FACTORY BUILT 'i / REMARKS: X OK TO THIS DATE .— \\C'ed i 4M/a Ma 3 rbfki)On- 60Abitg INYalk- OK ,.• — q Iri\ - ht abOJt ck0( OK_ Ae- im:-c1 00A -to, .5 .I5 '7' ((It- - • - .A1A9k i\f\- .4\-otiA 1 ) : 6J Ot 1� C INSP � a � � •I PECT0�2 ` 1\ f�eaiKat\C e.� ,CATGACe ��.61icttoil �✓ .te . a bL\ \0 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road � � Queensbury,NY 12804 ArrivcA1--, „ -� 'm Depart s Inspector's Initial NAME: 1 PERMIT# LOCATION: _ DATE : — I y—pZ TYPE OF SI\RUCTURE: ` 1 RECHECK N/A YES NO COMMENTS Footings/Piers —I- — I Monolithic Pour Fo Reinforcement in Plac The contractor is re nsible for providing protection fr m freezing for 48 hours following t placement of the concrete. Materials for this purpose on si _ Foundation/Wailpour / , Reinforcement in Place Foundation/Dampproofing Backfill Approval ,.----y • lumbing Under Slab / _�.—�-, L t�� lumbing VentNents in Place \f n v M�E t F (� Rough Plumbing l u; atu h V A-"--C'� 1 o-1-l_ -Oa) F— eating / a. InsulationRough-In l��►�Ii�,�tJl ��1� �/ Foundation Walls Inte -6r R- ..' Foundation Walls E rior R- Floors R- Watts 0ti`L` R- t Ceiling R- Duct work oping in unheated aces R- Proper Vent,Attic Vent Framing Jack /Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement _ 742 Bay Road (grJ0 Queensbury,NY 12804 Arrives a 03111 Depart `` Inspector's Initial NAME: '( PERMIT# - 8 LOCATION: 1[ �(-1 ,2A"-t P_-CO DATE : Z 1 0 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers 1-7-1 Monolithic Pour Form 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 Foundation/Dampproofing Backfill Approval Q Ii Plumbing Under Slab AA Plumbing Vent/Vents in Place t`v A Rough Plumbing Heating Rough-In Insulation VW-7r\(�L Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- \d Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping \ � 7�1k' Q GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury • Dept.of Community Development Date inspection request received: Building&Code Enforcement '742 Bay Road Queensbury,NY 12804 Arrive ill.algann Depart • a / Inspector's Initia NAME: S?i�� \ C3 .�\4�i- DI` _ PERMIT# t> LOCATION: DATE : f 3--O7 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers If \ 1-7-1 Monolithic Pour Form Reinforcement in Place The contractor is rmsponsi le for providing protection from freezing for 48 hours followi\g tip placement of the concrete. Materials for this pu +Q e on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofi v g Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in 'lace Rough Plumbing H ting Rough-In nsulation �.: ► ► fictr c)(kK* Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- *WWalls �� C� R- 1‘ \/ ?I:N{2-1\'A `--- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing c TE -Z Q. Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier _ Fire Separation 1,2, 3,hour C7N tZ:) Penetration Sealed �✓ Fire Wall 2, 3,4 hour O�r'-� Firestopping � --7 k, . K_ :),_. 0 \ -6\): -.C----\----\61&-) ______,...___ . GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury i Dept.of Community Development Date inspection request received: -" 7i. Building& Code Enforcement 742 Bay Road ' Queensbury,NY 12804 ArriveZ- a p� epart ° ij::� �r,73 Lg /,- _f//... CAS r ector s Initial. / DD tv NAME: -- i -i06,[ PERMIT# Q Q� 35 . LOCATION: /c-'&i 1 j DATE : .J' _ U 2; C TYPE OF STRUCTURE: 64e'r; Imo, /G RECHECK AkN/A YES NO COMMENTS Footings/Piers 1 ' ' —I 1 1 Monolithic Pour Form f Reinforcement i Place The contractor 's re nsible for sp providing prote tion om freezing for 48 hours foil•wi the placement of the concrete. Materia for this ••se on site _ Foundatio allpour Reinforcement in Plac: Foundation/Dampproo g Backfill Approval Plumbing Under Slab Plumbing Vent/Vs in Pl.ce Rough Plumbing 1A tiJ;y,Y4u _r_h / Heating Rough-In Insulation Foundation Walls Interior! R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- \ Vent,Attic Vent P iA L Framing r�Wtp2 is\ALL_,- M j=C�1 f.�G R-DO -16 Jack Studs/Headers Bracing/Bridging Joist Hangers _ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour . Firestopping Vt A GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive •Lib am/ Depart -Cb • rpm Inspector's Init. / 1 NAME: , t—' PERMIT#(f t LOCATION: 1 �' DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers �— f Monolithic Pour Form Reinforcement in Place The contractor is respon • e for providing protection fr, fr zing for 48 hours following he pla ment of the concrete. Materials for this purposelon sitd Foundation/Wallpour Reinforcement in Place Foundation/Damp roofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place *tough Plumbing 4-ri-k97•l) �l_ MC3 - �'7�6A Heating Rough-In Insulation ‘33 \b Foundation Walls Intent R- Foundation Walls ExteriiOr R- Floors R- • Walls - Ceiling �R- Duct work or piping in 1 unheated spaces / R- Proper V •. V- �a pk\_7,[Framing 4 R '1 ✓ kt�—��O�- G�� - D� Jack Stu ••ders i Bracing/Bridging ° � c" Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour • Firestopping_ GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive V,':c)a pp.) Depar %` pm spector's In ' -4. �` r NAME: P f 1 RE AE PERMIT# G'/ 8 LOCATION: DATE : ' —tD-07 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I-- Monolithic Pour Form Reinforcement in Place The contractor is responsibl for providing protection from fr zing for 48 hours following the pl ceme t of the concrete. Materials for this purpose on sit Foundation/Walipour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under .z Plumbing VentNents in Place Rough Plumbing jIeating Rough-In Insulation Rk c- I:ZS -- b� / Foundation Walls Interior 4- Foundation Walls Exterior It- Floors R-' Falls R-! 'Ceiling R , 1/7 Duct work or piping in / unheated spaces /R- Proper Vent,Attic Vent/ Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam_ Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping_ GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive4 pia COP Depart - m Inspector's Initi NAME: NI R 1®C-7 E_ F 1 PERMIT fit _ . �g LOCATION: ID Rom, ab,ap DATE : 1 -7_ TYPE OF STRUCTURE: RECHECK ( `� �N/A YES NO COMMENTS Footings/Piers 1-7 1 Monolithic Pour Form Reinforcement in Place The contractor is responsibly for providing protection from fi .ezin,/ for 48 hours following the placement of the concrete. Materials for this purpose si Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation F' RT-t pt C�t U t '� 6 o- 1 c3 Foundation Walls Interior RI Foundation Walls Exterior R I Floors R- Walls R- Ceiling R- , '?7 - O \z‘s\-\ P L� Duct work or piping in unheated spaces R- _ Q Proper Vent,Attic Vent �1 �p` OF- k_ 1a� Framing ! D Jack Studs/Headers I -�— \L� tA_ Bracing/Bridging n-PPn�� (� E Joist Hangers f)-T1.�� Jack Posts/Main Beam [� c` `��1 Air Infiltration Barrier v� Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Alle Queensbury,NY 12804 Arrive : .y • tft•m Depart 41/NAV Inspector's Initia NAME: i n 2F PERMIT# LOCATION: Ln 2)f)\ R flD DATE : Ai • 41Z TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac- The contractor is re .nsible or providing protection from fre-r ing for 48 hours followin_the pla -ment of the concrete. Materials for this purpos, on si - Foundation/Wallpour Reinforcement in Place Foundation/Dampproe ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pia,e Rough Plumbing Heating Ro h-In Insulation VA N__ EAu t° ) Foundation Walls Interior R- Foundation Walls Exterior R- Floors Walls - Ceiling Duct work or piping in unheated spaces R.. Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 13° GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive'-CDa m Depart pector's Init' is NAME: PERMIT# LOCATION: �Z DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers i \ Monolithic Pour Form \ '1 Reinforcement in Place '} The contractor is responsible for providing protection from freezing for 48 hours following the placement { : of the concrete. l Materials for this purpose oia'site Foundation/Wallpour / Reinforcement in Place Foundation/Dampproo)f g '•. Backfill Approval / Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heat' Rough- I lation Foundation Walls Interior R- Foundation Walls Exterior R- Floors Walls Ceiling Duct work or piping in unheated spaces Ric Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping i-------- - A11 1 GENERAL INSPECTION REPORT \ ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrivq730a m . Depar •- Inspector's Initial - NAME: 6 A`, \0(}� 'F\REA2-j� PERMIT# 6�}S LOCATION: \O .z-', g(A\4 c 0(A DATE : — TYPE OF STRUCTURE: RECHECK N, N/A YES NO COMMENTS Footings/Piers \ \, 1 I 1 Monolithic Pour\Foim Reinforcement in Plac The contractor s res ``,nsible for providing protedtion fiom freezing for 48 hours follewing he placement of the concrete. \Materials for this purpos on site Foundation/Wallpourl Reinforcement in Pla i Foundation/Damppr o ng Backfill Apprgy Plumbing Under Slab Plumbing Vent/Vents i Place Rough Plumbing Heating Rough-In *Insulation Foundation Walls Int rior R- Foundation Walls E rior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- _ _ Proper.Vent, Attic Vent _ - *Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping "`-`- •-r cuui 10;CU LULL INS LUMBER CORPORRTIO 518 274 0404 P. 1 'y DEC.14.2001 4:43PM MITE1C'ENG ST LOUIS NO•.770 P.2 .10o Tie Muss Type ---..Cr my war->tt4E0a1Af1'ItrarFiNeCO wr'AN1r . 118068,54 BAYRIDGE RIC ROOF TRUSS 1 1 3 REPAIRS,1 UNIT,DJW UULIfrli1RUSy.6Y0f 51NC.,-I1412YN.Y.12100 a:0.3 aOct 7 508 Mires.'industne,inc. Fri oat 1413:►O:d2II001-Pepe 1 1 5412 1 114,0 1 J■I.14 1 2E.44) i 524 2 i 3244 I N-10.4 I 104 ls0 WeEs =t M,9 5 612 544 74-14 0-114 - 6.11-2 %OM $14 5.142 044 CONDITION: BAYBRIDGE(TRIJBS H2C IS TO SB STU68ED BY 4"ON me RiGFIT END. LUMBER AND CONNECTOR'RATES TO SE CUT CLEANLY AND ACCURATELY ANO THE REMAINING REPAIR:AS SHOWN IN DETAILS. PLATE MUST BE FULLY EMBEDDED ANO UNDISTURBED. 72= 3 12e+11 • = 11 fixes 7"21i111 MOP • MET a- w e a•x3r� 4rdo . PL O D 9 . • MN,L One 1 l • I 64e= I 10 0 . �} g 22 21 20 re 19 17 t6 16 14 • 19 • - 12 •11 • ls^ gam 7e10= 4%4= Ctrs= bill SaWO= y4s.. 711a= b1oze - moo= - sre= axed NEWS X 652 MEMBER 'TRIM .AS SHOWN W SHADED • }s 11 ¶140 tee N 451-0 t �t3a . 3siC i4154 C` 966a 6Od0 6412 5 4 7444 e.11.2 5-11-2 7414 544 5441 540 - • LOAI55N (pall SPACING 2.0.0` CSI bI1FL to) (toe) Men PLATES GRIP TOLL 5A Pl61ei Increase 1.15 TC 1,00 VVIILL " 17 a0a0 M20 107(144 . TOOL 16.0 LrallberIncrease 1.15 BC 0.67 Verrill.) 4A1 17 s000 . " • BOLL 0.0 Rep Stress Iner " YES WO 0.05 Hotel-EL) 0.15 11 IVa BCDL 10.0 •Code BOCA/ANSI05 1St LC LI-Min Itdel■500 • . Weight:581 lb PHCRTO CORD aX 0 SPF No2 lacapf TOPBRACING NOD Sheathed, except and veNcs{s. 3.5 2 X O SW DES,6-0 2X 6 SYP No.2 BOT CHORD Rl M Ceiling dirsctyr eppted or 6.0-0 on center bracing. • BOT CHORD 2 X e SPF No,2'Ei eat• WEBS 1 Row atrtetlpt 2.21,5.20,5.10.4.XL+Is,7.15,111-1S, WEBS 2 xle g 4 SPF No.2 Incept'191 X 6 GYP Ne.2 2 Rowe at 1/3 Ms r1.15 0.12 . 2-212 Xa SPF Stud.O-122X 4 SPF Stud,f 222 X 6 SPF No.2 10-112 X 6 SPF No.2 REACTIONS(Weise)" 22e448er04-e,11=4456/04.6 Max• Hors 22•7121bad ease 31' Mix Upl5l 22e 774(bad Case 4),11•.77e(roed cna 4) . PORCESpb1.F•rcot Lard Case Only TOP CHORD 1-2d296,24e-4548,34e-4620.4624429,6-1)&4626,0-7-4731.7.0=4761,e4•-4551 0-10--38a0 1-22=-1405.10-11=-4410 BOT CHORD 212290,20-21e3437.T940=3820.15.10•3026,1/10=5107,16.175147,15.16=107.t4-15-3468,13-144488,12-13=3072. 11.12•0 WEBS 2 21=1266,2.20=288,3-20s-90.3-18=2167,4-159-11 E0,5.16--673,0.170138.0.15,416.7.16=-1101,6.1E_2312;3r139427, 11-13 504,9-12--1106,1-214703.10.1224617 , NOTES . - 1)This miss has been chocked for unbalanced reading eandl6ons. ' 2)This cuss us been de,I0ned for ulewlnd loads generated by OE mph winds st 45 Nabors around laysi,using 5.0 pot - - lop droll dead bed end 5.0 pal bottom d10rd died(old,100 flu from burneane dciiNln4,011 an eeCiipany eats poly IL • e011daren I 41131o310 building,or drmenenns leo ft by 14o ft with exposure C ASCE 7.03 per SOCA(ANSIO5If end " .vertical;or centleveri exist they era oaposed to wind. If parches exist,they em noleapoad to wind,The lumber VOL Increase Is 1.35.and the plats p p recreate Is 143 - . 3)Provide adequate drei.apeto prevent water pohdMO. .- . MVO* 4)Ali prates ars M20 plates unrest/otherwisa Indicelsd leering atioo1 )22,11 eonerds rants to value usin ANSVTPI 11995 angle to rib formula.Deildin0 t.. 6)designer should ved(y cepselq of bearing aurfice. g S. b i 6)Provide msehenfeei conneeOon(by Whin)Of bull 10 bearInD plata evade orsrluisL1nd419 774%vpnA 4tJ01M22 and 4 778Ib upliRatpant 11. ''!�0 ffrr" �'/h`e 7)Ttdsb ash sbeendeel9nedWithAN3111P11.100Sailerd+ • I_ ATTACH 5n)"PLYWOOD OR OS9 GUSSET(10ra2"APA RATED SHEATHING 40/20 EXPOSURE 1) • •• yr +- - LOAD CASE(S)SLin6u,d TO EACH SIDE OP TRUSS WITH CONSTRUCTION GUAU Y ADHESIVE AND TWO ROWS OF 12d -• I (a.25^X.131")NAILS SPACED e^C.C.FROM EACH FACE, USE a ROWS IN 2 X 9 MEMBERS " 1--1 1't' 1i- .71 DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AHD CLINCHED. PIJuCE ALL NAILS WRI�A r A.' - " ; STAGGUR FROM SIOE TO SIDE. ' , . :, . December 14,2001 DEC 14 2001 16:39 COLLINS LUMBER CORPORATIO 518 274 0404 p.2 DEC.14.2001 4:43PM MITEWENG ST LOUIS N0.770 P.3 Job Taro fruls Type city: Ply BAY NiUtak VOLUNI AR hlHt 4gMYANT I11088,6 MWIIDGE J2C ROOF TRUSS S 1 i a u S. nc. cc 61 • kris•1:53A t um) 4 eaa Sic 340 • CONDITION:MYBRIDGE I TRUSS JPC IS TO BE STUBBED BY 4"ON THE LEFT END. • RIr:PAIR:AS SHOWN IN OETAILS. 1 IIf4lI .007,/srMfi • • 1.ec4II tfyrr NEW 2 X 4 02 MEMBER .AS SHOWN TN SHADED 6.. 4B'X24• TRIM PLYWOOD �- ale I i0 LOADING(psi) SPACING 24-0 . CSI ()EFL (In) (lee) Wen PLATES. amp TCLL 65.o Wag Income 1.15 TG 0.6E Ve L nre Ito. M20 1071144 TCDL 15.0 Lumber Manage 4.15 BC 0.27 Vert(TTL) 40.10 44 :472 BOLL 0.0 Reg Seats!nor YES WE 0.37 Horz(TL) -0.00 4 nr0 ECOL 10.b Code ➢OCWrANSIOS 1st LCLLMIts Veen•Hie - Weigh(:42lb LUMBER ➢RACING ToP CHORD 2 N 4 5PF Nat TOP CHORD Ensiled or 0-0.0 on center penal epecina,except end endings. SOT CHORD 2 R e sPF No.2 DOT CHORD Rigid coifing directly applied or 11-10-I co centefbciCmg.. WEBS 2 X 4 SI*Stud•Except• WEBS t Row al rotdpt 3.4 34 2 X 4 SPF No2 LUMBER AND CONNECTOR PLATES TO BE CUT CLEANLY AND ACCURATELY REACTIONS�fbr ax H12 Orx 44$�(QI 4aa T4104.6 AND THE REMAINING PLATE MUST BE FULLY EMBEDDED AND UNDISTURBED. muUpeft 4=404(I)ed Me5).6w-2250oad case 21 FORCES'ib -Rot Lose Cage Only ATTACH 1171 PLYWOOD OR OSB GUSSET(15r32°APA RATED SHEATHING 32116 EXP 1) TOP CHORD 1.2E4.2.3*-e,3-4.261,1.5•449 • To EACH SIDE OF TRUSS WITH CONSTRUCTION OUALITYADHESIVE AND TWO BOT CHORD 4-5=166 ROWS OF 10d(Y X.13C)NAILS SPACED 0 0.C.FROM EACH FACE, WEBS 2e4•-2e4,2-5••3041 DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED. t NOTES Ins been designed for the wind loads generated by aS mph winds et 4$tstrove ground level,uilr g 5.0 Wine chord dead bed end 5.0 put 0otbm chord dead kiwi 100 mI horn hurricane eceenlni,on in occupy category It condition I inclosed bullding.of dimensions 200 R by 140 Rwiih expocum C ASCE T 43 per DOC ANSIO3 BandveIkala or cangevol5 cent they ere opened to*Ind.Ircoronets exist.Hey are not imposed In wind.Ths lumber DOL In4Tseee is 1.33.sad the plate grip Inarelee Is 1.33 2)All pletee ore 6120 elates oleos otherwise indicated. 3 Provide mechanical connection(by alma)of Wes to beating pima capable Cl WRNstanenp 494 lb open et Joint 4 Ind 226 Ito metal etjolnts. 4)Tnls truss nes been designee WA ANSVTPI 1499i creeds. LOAD CASEtS) Standard 0111111 - • it' '' Eat+e /0+ -• December 14,2001 DEC 14 2001 16:39 COLLINS LUMBER CORPORATIO 518 274 0404 p.3 • i DEC.14.2001' 4:44PM MITEK/ENG ST LOUIS NO.770 P.4 Joe - -Mrs . -Trtii Uty -111 IIl44102:1 4CC1lN fitilllhltrttltu pores' 11g086$1 • BAYRIOGE T2REP1 ROOF TRUSS 32 1 . • 1.0LL*N5 TRUSS 014 i au iniu„ 4A-02i Oct 7121 Mi ivk rnduilnas,Mc. Fri Dec 14Ttne:40 220' Papa 1 2144 veal Y744I 0� 3=a4•1:100.0 I 61.12 l_1 I I T-1a13 + sum 14 4 114-12 044 e.a12 a e.l a44 CONDITION: BAYBRIDGE/TRUSS T'2REP7 IS TO BE STUDDED IY 4'ON THE RIGHT END, , REPAIR:AS SHOWN IN REPAIR DETAILS FOR TRUES H2C(11606654). 4'e= - TOW 4 6 2011 0 tee= T a Sal= ark a4'ea I a �� 1 1 .1, 1 dxer..... : � ' 22 2t 20 .10 ' 16 17 to lb 14 13 '17"' ys= `. ''6xt0a . . . 4x4: 4seas . 6IIO41( I24411 6a6M6001= 4x1= Ise= ix10r . I e>t0 a 60�4 r 4 912 1 t949 I 71 1.9 i 2�1.7 I 1744 i . e4.12 644 es4 71013 sae 54-1 6141 080 • Flee owseti ix;r.,_, :os-e,0-3_Ear:Da-0adsel.0.;013-0 PAIL _ ...I • LOADERS Ds' SPACING 2.0.0 001 !TEFL . (tn) (l0e) Ud00 PLATES dRIP • • �S PratesincIease 1.15 IC - 0.00 Veft(U.t -0.24 17 .90o M20 707/144 TOOL 15.0 Lumbar Increase 1.15 EC OAa VOR(TL) .0,3e 17.10 >000 8C LL 0.0 Rep Saris mot YES WI 0.02 HorzClL) 0.18 12 Ma 10.0 -Cade BOCNANSIOS tat LC LL pdia Man=060 Weight 303 lb BRACING 1 TOP CHORD 2 X 0 SYP DS9 Swag' TOP CHORD Sheathed or 2.1.1 on center pan Sparing.wept end wankels, ' 64 2 X 0 BYP No.2.0-11 2 X 6 SYP No.2 'DOT CHORD RIgie ceding t tocoy applied or 641.0 an center br001110. BOTCHORD 2X0SPFN0.2- WEBS I Roar elm1t 2.21,MO,4-20,4-14,10-13 WEBS 2 X 4 8PF N0.2'Eimer 2 Rowe et in pb 0-1a,7-1a,7-14 2.212 X 4 SPF Stud,4.1 a 2 X 4 SPP 2100E 1.41E • 7-102X4 OFF 2100F1.8E.7-142214SPF2100F1.6E - 10.13 2 X 4 SPY Stud. X d SPF No.2 11.122X0S$P'FNo.2 . REACTIONS(Aaxiie) 22 44661 i(®d-Die IL =4469/044 Max Uplift 22=774(10ad eats 4).12.-770600 este 4) FOI1C£6(Ib)-Mist Load Coe OMy TOP CHORD 1.2..433,2-3=.44448.3.4=444B,41=.4467,6-0464457,0-7=-4467,14 4402,1-9 .4502.040.-4332.10.11=4046,1-22=-4303, 11 22--.O.20.21.3540,14.20e2SS4,18.10 3554,17.16.4418,16-17=4419,1546=441B,14.15a4418 19-14=3237 12-13••0 DOT o . 21.1"-10, . �- • woo 2-21=-1074,2-20=8,4-20.140,4.18=1632,5-16*•1280,7-10a72,7-17=160,7.14=-f7pSi,0.14�1414:1WI4a102,1b-17=•1S7S, 1-Z1.3740.11.13=3607 OT, 1 TThlstruss has bean clucked for unbalanced leading conditions. 2)This duos hes been designed for the wind loads generated W 6S mph winds a145 h above ground level.wing 5.0 pal _,top aborts dead bad and 0 pat bottom chord dead lead,100 mi from hurricane oteenrane,to 4n occupancy category II, eandlfon 14RC100ed b1861364.0t dtmenttont 200 ft by 140 ft with exposure C ASCE 7-93 per BOCNANSIOO W end . verticals or canilawra exl■1.lbey are exposso to wbid.N porches Wet they sre not exposed to wind.The lumber DOI.Increase to 1.33.end the plate pip Increase%1.03 - Faris/ • 3)Provide adequate drainage to p44401 wetef popoing. . 41 Al plates amino plates unless otnerwlsa InOlcatee. O u a 3)paring COMM 22 12 wonders psgilel to grain value using ANS$ITP11.1046 anpte to pin formula.8u04 rap E, • designer lhouldearily oapadty er bearing nurtges. VI � ■�►p 0)Provide mien swat cotxleetbn lay others)dittt,es to bearing plate capable ofwRhman:d na 774 lb uplgtatpint 22 and . • t76 lb upllRat))olat 12. 7)'RtI5 SOS trasbean 0644l14 we ANSVTPI 1.1085 criteria. - ' yE,; tr..� f,.i . LOAD CASE(S)Standard x' �1 ' : - December 14,2001 .11 Richard E.]ones Associates V f post-ft'Fax Note 7b7 i -�/;L•n'v�.Ivaiw� I Qtre c,•rn.trwtmantof Itrk • SH t Rni From p . Al.—.- !ia 'AL IA { /} 339 Aviation Rood CAI CoJOe �r Co. Rx-ciA. t�veensbury,New York 128Q4 Pnane J Phone / /3_l iS' CHI Fax Y _ - Fax0 — '30 SCI • :..'... ..+ ._. i . . .... . ..1- :I• ..;. i ! ` N i. ..` ., •. , , , , I . ! 1 ...letii.„084..ter....,,._. _ 1 • 7 'iti • e( i I I I INIkal . 1. . OPPOIT-nrri. let... . , ' % t.Xif. ....4/.Cf.)...16..4),... a...1,....... 3 ' _ - .i. .... . • .--w� ts%�'/ID/I// . 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' ' • • ; : ' 7 \V't * -6\? ___ I- GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road • Queensbury,NY 12804 Arrive\S.\C. 1. " Depart i spector's Initi NAME: (.iA \ ZDC---E_ t 6�C PERMIT# 8 LOCATION: ‘()� ,B v..,1 ) DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers ^1-7— 1 Monolithic Pour Form Reinforcement in Place The contractor is respo sible for providing protection froi fr zing for 48 hours following th pla ment of the concrete. Materials for this purpose on i Foundation!Wallpour Reinforcement in Plae, ' c \ Foundation/Dampproofi Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place i ugh Plumbing eating Rough-In i Insulation 1\ J\v\h\ -v\t , Foundation Walls Interior - Foundation Walls Exterior - Floors R- Walls R- Ceiling R- i Duct work or piping in unheated spaces R- oper Vent, Attic Vent�aming n�''1�° (2 Ipilar RKA ,,_,, , V Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3, hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ 1,04,4 9'-aOktl GENERAL INSPECTION REPORT r_ ( 518 ) 761-8256 �v� Town of Queensbury Dept. of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive ga&pm Depart I►X/S►i• rrit pm Inspector's Initi WAN. - NAME: l,' j C 1Y�.r1SQ PERMIT# ` t3c/g LOCATION: �� DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers 1-1-1 Monolithic Pour Form Reinforcement in Place \ The contractor is respo sible Yor providing protection from freezing for 48 hours following t e pla 'ment of the concrete. Materials for this purpose o,,+ site./ Foundation/Wallpour Reinforcement in Place Foundation/Damppzoofin( Backfill Approval Plumbing Under Slab Plumbing VentNents in Place Rough Plumbing ,f Heating Rough-In Insulation Oc,p-rt4 QP,‘-1 Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- .� Duct work or piping in unheated spaces R- Proper Ven Attic Vent tng e eN\o c c ✓ Jack Studs/Headers Bracing/Bridging .BRpC,11 M i66 1,06 Q, Joist Hangers 00E-RaMLfl 9"IODe FLED V 3 Jack Posts/Main Beam • '°`A Mth t tJ G 6 14EZ Air Infiltration Barrier 1-1At3(:)02._ Fire Separation 1,2, 3,hour Penetration Sealed 6T�LL p 1 0 �. AOR�,A1l6, Fire Wall 2,3,4 hour Firestopping • ►JO P u OtJ caw,�v .P Rba-P.LA o t3 OTeEL. C3 awk. 4.0 - ►-AA o z_e_ AP t c �AI� ov x F�CR 1 �� off-1 P2N) 2- \`' O c-I 7 `)C` GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive, I Depart al4 o .m Inspector's Initial NAME: E A0 R i C)bE 1-\00E PERMIT# �i LOCATION: )DR-)CT P) DATE : — -4I TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from frees g for 48 hours following the pla ent of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place j Foundation/Dampproofing / Backfill Approval Plumbing Under Slab r Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation �� ()j R`-k y/ C?)R k P\VI\ Foundation Walls Interior R- D� Foundation Walls Exterior R- Cb � �_ Floors R- Walls R- R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent .Framing 'R0O1OVIAWT\b6VJ1t. -j iJ�� S✓ C\P a:), V‘,(2-e.C-Tk> ct,S Jack Studs/Headersti- Bracing/Bridging lWj ._1") - Joist Hangers -{i�� Att, Jack Posts/Main Beam Air Infiltration Barrier �- b1�� -CD Fire Separation 1,2, 3, hour ‘Apbv ` � Penetration Sealed Fire Wall 2,3,4 hour TPOSb t'kWfl Cy,Dfl 1 F Firestopping QpM t�1 A'ft„) b icU GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road _ Queensbury,NY 12804 Arrive2 )5am/�m Depar, '�,� rp/ Inspector's Initi NAME: BPt`? R 1 PERMIT# Ai t - LOCATION: 1()5.'o P. R RoPtn DATE : —O TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers �— I Monolithic Pour Form Reinforcement in Place The contractor is respo• e for providing protection om fr- zing for 48 hours followi the plat-ment of the concrete. Materials for this pu .•se on site -_ Foundation/Wallpour 1 _ Reinforcement in Pla Foundation/Dampproo' ng Backfill Appro'.1 Plumbing Under .b Plumbing Vent/Vents in lace Rough Plumbing Heating Rough-In Insulation —k071 Nr, 'I Foundation Walls Interi R- Foundation Walls Exterio R- Floors R Ceiling P �t: '' Walls laP_. . `�� R- �� V F P-t�►.�T 11�V-F OF 'E�l�RP�-C"06 �31PC�1 Duct work or piping in , unheated spaces R- Proper Vent,Attic Vent o ,C Framing Jack Studs/Headers "cv ) TT.> \ 61,57 'FRtj `V 'CO Bracing/Bridging 1 �v' \� --6 Joist Hangers " a t Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3, hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping /Cra, u‘s. 4)- 1D kfl AO 7)4...& GENERAL INSPECTION REPORT 900 �. ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: i / Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 r 've n i Depar a ( _ Inspector's Initia NAME: ( �h - L11 PERMIT# LOCATION: : . a-//Z) TYPE OF STRUCTURE: RECHECK 4e4_) 8l r-' el 3N/A YES NO COMMENTS, Footings/Piers T Monolithic Pour Fo , Reinforcement in P1.ce The contractor is -sponsible for providing protecti•n from f ezing for 48 hours folio ng the p1 cement of the concrete. Materials for this purpo.e on s' e Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval / Plumbing Under Slab / Plumbing Vent/Ve t'in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R /i - Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging ` tys� �� +�C� 6 ! �ti1 Joist Hangers �, Jack Posts/Main Beam C.) O � tJ \C ,3 uf101'�.r Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed � A 13 Pi C 7 r ,c3 \- 6e 0 e Fire Wall 2,3,4 hour 6 Firestopping V,� Town of Queensbury Fire Marshal's Office likek,.. ' 742 Bay Road Queensbury, NY 12804 Phone (518) 761-8205 Fax(518) 745-4437 1.-- - ®mod Fire Marshal's Inspection Report 3 Request SCFIEDULE Received: 0 Z� U l Permit#ZO'— 3% INSPECTION ON: Z�� 0 Name: GI 1CiA ' . \)o 1. V I're ( r.9 t(fl y I Uo AM M)ANYTIME Location: 10nfl y a)Rd. APPROVED N/A YES NO COMMENTS EXITS AISLE WIDTHS � EXIT SIGNS-NORMAL cBATTERY • C) ()OUr d. Y'CZ j5(J >`51- 0,1 -EMERGENCY LIGHTING d FIRE EXTINGUISHERS V1 d J " 1�i +I /' FIRE ALARM SYSTEM l 1 1 t. FIRE SPRINKLER SYSTEM , FIRE SUPPRESSION SYSTEM f HOOD INSTALLATION 1Lam' 0 i cSLIdiQ11.E /Th?.- Chr- INTERIOR FINISHES STORAGECOMPRESSED GAS CLEARANCE TO SPRINKLERS cOd 61.\ F�- tlAr 1I CLEARANCE TO HEATING UNITS - CLEARANCE TO ELECTRICAL �1• REQUIRED SIGNAGE c()kkr'1 -f\ 1--'1`{(;5i4\-I tA� 1r+1 et,C\ EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGH IN � FINAL �7/ '?cc o ' ci . 0\ -r ‘-`�1 Pll\cm, CHIMNEY � FACTORY BUILT ROUGH IN l c\ i.�\`,j� r.„4, t, Qo cpe( FINAL >' STOVE ROUGH IN WOOD I_rIA(—5-k i C io CA,Yi��. 0j FINAL 0 \iCa i i"✓\ I yt.\\.'t..k VENTED GAS W APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH INITHDAT \cR �-� CO NOT OK FINAL ��*- _ FIREPLACE V/l C _,' ',,• C-��-- FACTORY BUILT ROUGH IN -- INSPECTE011Y FINAL COMDEV/CHRISJ/WORD/LETTERS2001/F IREMARSHALINS PECTIONRE PORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY Eeb .25 2002 10 : 18AM VALLEY EQUIPMENT 5183741599 No .9259 -.P. 3/3 �¢g; �w tprrs, �� • __ = C. Job#: • /alley fi:quip seem Coos, @mo o Customer: f- Ind �'. — - --- — A 3 7'-1 kfee Project Location: > k�j `„4 . e 1— �r e. . Employee: �. d 1 �.-t-0 s • Site Contact: • Day/Date: If C/ Site Photic/Fax: Weather Conditions: Temperature: &laterials and Equipment 1Viachine/Equipment Usage: Hours- item ften Category Material Item Description Qty. Crew Size: • Vac Truck: Gallons:• Excavator: • Backhoe: Skid Steer(Bobcat): �— •Bull )]ozer: Crane: . ..__..---- - - •- -- - .a • Ram HoelHammer: • Dump Trucks): .. Boom Truck: - Scissor Lift: • • Compressor: • • Fiberglass pipe tools: - - . • Flexible pipe tools: r Equipment Trailer: • • Office Trailer: -" - --- �_ .d .. .. _ , .--,, . .. ... • Chop Saw: . Ccuneete Saw: c ,.......... .. > - Tamper-Plate:• . _ _ Tamper-II: Ocnerator: Other: • - �.. Other: ,...._,r.... 1 bed by %e o1eirsdlii/ . pt-- --/-1--;,-/uv,e__- CAM GENERAL INSPECTION REPORT /, �i follilS ( 518 ) 761-8256 �'° Town of Queensbury J Dept.of Community Development Date inspection request received: VZ/2Vo/ Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive Depart 1 `' Inspector's Initi NAME: 64- e,t O e r le_ W f( . PERMIT#, -L;.C7l�.l - 3 9'8- LOCATION: I 0SCV B DATE : v y TYPE OF STRUCTURE: I (2-- 2 a RECHECK N/A YES NO COMMENTS Footings/Piers J I Monolithic Pour Form Reinforcement Place\ The contractor is responsible for providing prot ction fro freezing for 48 hours fo owing the placement of the concrete. Materials for this p se site Foundation/Wallpou Reinforcement in Plac• Foundation/Da :a :• ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P .ce Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior '- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent ` b pV- G\VVE2 Framing n P Pa ��L> c � � � i� Ja k Studs/Headers pJ' yJ Brac n rid 'ng \ 9 Jbb ��p-�C-t OE) \, 16 ist Hangers —��() Q i‘ �\��j Jade-Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping zf J6 4) FIRE MARSHAL it _ TOWN OF QUEENSBURY cj QUEENSBURY, NY 12804 (518) 761-8205 Q 5-7 ' 3 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED (2_,-/1-c /PERMIT# ,;‘)4b/-,3 9/ ' NAME 34-4/24_, ?-i'te_ . LOCATION g `dga /3 3/ Qom SCHEDULE INSPECTION ON Dec- �-c)/ `� z Sri U L �� od AM PM ANYTIME (. /C- ._ APPROVED ICI� — N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTE FIRE SUPPRESSION STE HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINK ERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: )OK TO THIS DATE - Fka 1-001L Lipze, Fiewttm /-e4d 17 Vaitty tit;�. final/ INSPSLIP.PUB I S ECTOR 1 i t Oil11/0- ��,k0(1 I FIRE MARSHAL i "'. TOWN OF QUEENSBURY QUEENSBURY, NY 12804 (518) 761-8205 tAn MC em/04,-1 - lami an,4: FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED 12-1 PERMIT# D I- , NAME 'A'( R 4 9 Q, �i r� CD111,4 1y -AGO Ott LOCATION OA SCHEDULE INSPECTION ON t 3o AM OANYTIME rr. 1 �� APPROVED Dl I MINI( &A 1f N/A YES NO X, AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYST HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLE S CLEARANCE TO HEATING NITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: ( OK TO THIS DATE o n i'a/ 6Ack111 dole ii1 eorr',ee�' rer - �9 1 � - � 646104, • (I /1y6ri �� ri #or+� o41 V►AK(la op, baek'f/ 1104e aga/1- Peo-lowi poured off. alb �i� to d ePfh� .e�ul5 0�`� -fadK l4.f above) o�► t i L `1 i l 4" 5 5 orTOR z 5amci to o Nome , 43. T ee,1 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 53 6 am/pm Depart am/pm Inspector's Initiag3k NAME: ay <�/f�� 14'4- PERMIT# ()/`35g v LOCATION: / /0 00f r21 DATE : / Are TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protectio- `• freezing for 48 hours folio ng the • acement of the concrete. Materials for this pu •se on s to Foundation/Wallpour Reinforcement in Place Foundation/Dampproofi g Backfill Approval / Plumbing Under Slab Plumbing Vent/Ven in PI:ce Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior '- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Y Z �U s 0� /( 4/ t �/4- Firestopping �i �/ / FIRE MARSHAL TOWN OF QUEENSBURY � j QUEENSBURY, NY 12804 (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED Al to PERMIT# 5 9 NAME C,LAI n LOCATION ►�Y 1-4 SCHEDULE INSPECTION ON \\1\1p�O t AM•NYTIME APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTE M HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO S RINKLERS CLEARANCE TO H TING UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: ❑ OK TO THIS DATE �'C r-K mast exposz�1.� INSPSLIP.PUB INgP CTOR GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road 95--- Queensbury,NY 12804 Arrive -='`y ,= rm Depart ' Inspector'skk, Init' NAME: &D•- PERMIT# J"1 LOCATION: DATE : �b� TYPE OF STRUC • p� RECHECK N/A YES NO COMMENTS Footi s/Piers 1-7)1 olithic Pour Form V einforcement in PlacC0 �I a 11) l.°F -1-- 5 1 i J i 1 p-�- The contractor is responsibl• for �1 eL providing protection from -zing f\A1 � �� for 48 hours following the .I aceme t V A Q E-- of the concrete. Materials for this purpose on ,,.to Foundation/Wallpour / Reinforcement in Place / Foundation/Dampproofing Backfill Approve Plumbing Under Slab- Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping • GENERAL INSPECTION REPORT � ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: I l 17/3-11:4 Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive:' a Depar m Inspector's Init NAME: . 0/ +V CO' PERMIT 6/-3 Y? LOCATION: :fL DATE : TYPE OF STRUCTURE: RECHECK 6K-1)1,54. dror L lac s N YES NO COMMENTS Footings/Pie Monolithic Pour Form Reinforcement in Place The contractor is responsib e for providing protection from eezi for 48 hours following the .lace r ent of the concrete. Materials for this pw ose on Foundation/Wallpour Reinforcement in Place 9“ pruji l E �� Foundation/Dampproofing 15` Lb I `— Backfill Approval Plumbing Under Slab • Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterio R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road �,�� Queensbury,NY 12804 Arrive�.`35-a: INY Depa +'•m spector's Ini '. 0.ri— NAME: RA CXE_ ‘VFk 1Y—>E PERMIT# LOCATION: (p CD)WI' go,RD _ DATE : b't —Q,—c`� TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in P ace The contractor's respon 'ble for providing prot: tion from •eezing for 48 hours fo owing the • acement of the concrete. Materials for this .urpose on s to Foundation/Wall..ur Reinforcement in P ace t3c11 Z Foundation/Dampp ,ofing �� ` Backfill Approval I V eV_ 1/4 Plumbing Under Slab Plumbing Vent/Ve s Place Rough Plum Di Heating Rough-In Insulation Foundation Walls Inte ;or R- Foundation Walls Exte or R- Floors '- Walls - Ceiling R Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping t GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive.3•ICDa �epart _ Inspector's Intl NAME: _v,f P 'PERMIT# OS LOCATION: .,e,,,.c,,,,z U•-<C_ DATE : TYPE OF STRUCTURE. ; c-e, ,t.np RECHECK N/A YES NO COMMENTS Footings/Piers 1-7-1 M olithic Pour Form Veinforcement in Place The contractor is responsible fo providing protection from fre zi g for 48 hours following the pl n_ent of the concrete. Materials for this purpose on sitl . Foundation/Wallpour _ Reinforcement in Place ;:" C3 , Rti 17 1%C" Reset p"/ R, by —' 0'-30 k it Foundation/Dampproofing -MS t-10 Backfill Approval Plumbing Under Slab Plumbing VentlVen in Plac Rough Plumbing Heating Rough-In _____J__ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R Walls R Ceiling R Duct work or piping in unheated spaces Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging , Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping TOWN OF QUEENSBURY BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION �Name �� Irk- 6- z- Location &Ig % 2 - Date 4/4 Permit # d L -- -S 98 SOIL TYPE: Sand-L m-Clay- Results of Percol do Test- (if applicable) R te-M nute/Inch TYPE OF SYSTEM: , ABSORPTION FIELD: otal Length Length of each tre ch Depth of trenches Size of stone SEEPAGE PITS: Numbe," Size - ft. ( ft. Stone size % PIPING: Size Type Bldg. to Tank Tank to Dist. Box Dist. Box to Field/Pit Openings Sealed? Yes No . :Partial LOCATION/SEPARATIONS: • Foundation to Tank _ feet • Foundation to Absorption _ feet . Separation of Pits __ feet Conforms as per Plot Pla Yes No LOCATION OF SYSTEM ON P OPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front. - Middle Rear COMMENTS: • SYSTEM.USE APPROVED: \.YES NO Arrived: Departed: Af' , rn Building Inspector )--Q — 3 FIRE MARSHAL TOWN OF QUEENSBURY `it j QUEENSBURY, NY 12804 (518) 761-8205 161 rrY11)K FIRE MARSHA IN PECTION REPORT REQUEST RECEIVED I 0I PERMIT# NAME tal___EL Ili CO LOCATION SCHEDULE INSPECTION ON 1 0I 000 6 PM ANYTIME APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTIN FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: (j 1 15 Ep ,( kQ< 1 Mk x CLEARANCE TO SPRINKLER CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE-MASONRY FIREPLACE-FACTORY BUILT REMARKS: + OK TO THIS DATE �{=)C Ci I L O 1 ls1(1&'lr ll tic' 01 WA ! + c (6-�(5( db0-Anri-11 ON) y' Co n34 rv-c k.tog -c c-. I ';, Ela6levim) ge( cfP FAA% C.a cod) 0t,(1'1 .rr INSPSLIP.PUB 1 NSP�F_^,TOR �-- 5,0 Sal�0 5f-e -C a(01-thIi) r GENERAL INSPECTION REPORT gd ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: / Building& Code Enforcement i 742 Bay Road ; I . 0 ,,, Queensbury,NY 12804 Arrive am/pm Depart.' a3p/pm � J?4 {o7Q �,, Inspector's Initials rC- NAME: (111:,* ''(i r� ,'v/ PERMIT# f_39_)— '-' ? LOCATION: I DATE : l 7�S-�C TYPE OF STRUCTURE RECHECK _ N/A YES NO COMMENTS Footings/Piers Imo— 1 Monolithic Pour Form Reinforcement in Place The contractor is res tpsible for providing protection om freezing for 48 hours followin:the placement f the concrete. `. to ' is for this purpose on s :f , L� o dation/Wallpou*9, f) 0 9 ! ©U TIC W' einforcement in Place ! ✓ Foundation/Dampproofing Backfill Approval Plumbing Under Sias, Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping FIRE MARSHAL `i TOWN OF QUEENSBURY `� l QUEENSBURY, NY 12804 •, .,a. (518) 761-8205 FIRE MARSHAL INSPE TION REPORT REQUEST RECEIVED \l\ 0 1 NAME ct\ Vick ;(- Goy LOCATION U V. " 44 PERMIT# I—38 SCHEDULE INSPECTION ON i1 .� Q I to 3© _(..y PM APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM _ FIRE SUPPRESSION ' TEM HOOD INSTALLATION INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE ❑MASONRY ❑FACTORY B-T. ❑ROUGH-IN ❑FINAL REMARKS: ❑ OK TO THIS DATE c �� \tVdzoItoii p S) , rm 1v'1c..00r MAC 54.c S INSPSLIP,PUB INSPE OR TOWN OF QUEENSBURY O e fr 0C) BUILDING & CODE ENFORCEMENT 742 Bay Road Queensbury NY 12804 4111101014 (518) 761-8256 SEPTIC DISPOSAL SYSTEM INSPECTION Name - ),-- G ocation /o L? 1021 e Permit # �cio/-39 SOIL PE.\Sand- oam-Clay- Results of Percola I. . Test- (if applicable) Ra e-Mi 'ute/Inch TYPE OF SYSTEM: ABSORPTION FIELD: T.tal Length Length of each trenc Depth of trenches Size of stone Ijr SEEPAGE PITS: `Number Size - c6 ft. x a ft. Stone size Itb , — PIPING: Size Type Bldg. to Tank , CAA LID Tank to Dist. Box 44 b Va.. kik t Dist. Box to Field 'it f ►► V�c: Openings Sealed? & No Partial LOCATION/SEPARATIO' . Foundation to Tank I to feet Foundation to Absorpti o9 . 7_(7) feet . . Separation of Pits ' _ feet Conforms as per Plot P1 n No LOCATION OF SYSTEM ON P OPERTY: (circle one) Front - Rear - Left Side - Right Side Middle Front - id, - COMMENTS: ik6 Ft._i _ N5-74 -, — \, -, E'Ct. (ab O F FD�4) t i SYSTEM.USE APPROVED: YES NO Arrive• i `► / Deame r frr LAJ.. . 4/ ','i ding Insp: it \tat% QC) GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: /c),,37 co/ Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive '--►, . ,,. Depart m Inspector's Initial N Ct� PERMIT# /-3 LOCA ON: U /6FlD / /e4/ DATE : 0 14 TYPE OF STRUC n o , • RECHECK YES NO COMMENTS Foo Monolith'c Pour Form Reinforcement in Place The contractor is respons ble f r providing protection from freez g for 48 hours following the place ent of the concrete. Materials for this purpose o site Foundation/Wallpour Reinforcement in Place 6 D V Foundation/Dampproofing \N �� i/��.-t Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Plaice Rough Plumbing Heating Rough-In Insulation Foundation Walls Intericir R- Foundation Walls Exterior R- Floors R- Walls Ceiling 3.- Duct work or piping in t unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive No an tfIDepart f a . 4'/pm Inspector's Initi• • NAME: i E_ PERMIT# i LOCATION: to c6,1) ` Q DATE : TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers • Monolithic Pour Form Reinforcement in Place The contractor is responsible or providing protection from fre ing for 48 hours following the pla ement of the concrete. Materials for this purpose on site Foundation/Wallpour f �j Reinforcement in Place t�:�u,p e - M v/ 167 .` ► tJ \e-E—161\1.4 Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing VentlVents in P1 Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging • Joist Hangers Jack Posts/Main Beam 1 Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping -- ORJY\ GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive\ � ii pm Depart ,� _n; ��, Inspector's Initi. v NAME: Sj\r.e. � PERMIT# 1�6.1 L LOCATION: �Z DATE : AIM• TYPE OF STRUCTURE RECHECK N/A YES NO COMMENTS Footings/Piers Mon lithic Pour Form .eiriforcement 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 ✓ Glac.�\tv(7 Foundation/Dampproofing CNQZvJk5..— Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code'Enforcement 742 Bay Road g'.3{ Queensbury, NY 12804 Arrive am/pm Depar am/,pm Inspector's Initials LA L NAME: Icj Q�tD 7 V-k & PERMIT# 6( C LOCATION: 'Q`'r`'t DATE : 6/ TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freer ng for 48 hours following the plac mcnt of the concrete. nals for this purpo on site t/Fo 1pour einforcementdalion/Wa i in Place (,t.D�u�(,O ' Gv Foundation/Dampproofi ng Backfill Approval Plumbing Under Slab I Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Int nor R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent_ Framing_ Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Z Queensbury,NY 12804 Arrive am/pm Depart a Inspector's Initials 3 Vp,}n NAME: r2C PERMIT ItLOCATION: Ri*G DATE : APTEXTG/ TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers \ -7_7— I Monolithic Pour Fo \ Reinforcement in Plac \ The contractor is re nsible for providing protection om freezing for 48 hours following a placement f the concrete. ter'als (7 this purpos} rot _ 7 Foundation allpour P= \ C) 6 'lv� Reinforcement in Place Foundation/Dampproofing Backfill Approval A Plumbing Under Slab / umbing-Ven nts,Rlace\ 7 Rough, umbing .ffi G(hfra, C`1t5 ( yy?d (As 1 ci�� eating Rough-In 1 Insulation ! Foundation Walls Interior iR- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent 1 Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping , / ,, ,id . ,, GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building&Code Enforcement `` 742 Bay Road ...) Queensbury,NY 12804 Arrive am/pm Depart rj Inspector's Initials ✓ . NAME: Ail 1666VIRE PERMIT# 2/ — 9.i0 LOCATION: J( • DATE : 0 Lifirdl TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers 1—__r__ f Monolithic Pour F Reinforcement in la The contractor is re nsible for providing prot ction m freezing for 48 hours f lowing he placement the concret aterials for this purpos on site Foundation/Wall ur Reinforcement in la v1`NF C'-6—16 — J0-1 i/�-L C.--V O Foundation/Dam r fing Backfill rov _ Plumbing Under S Ob Plumbing Vent/Veits in Place Rough Plumbing • Heating Rough-In Insulation Foundation Walls I tenor R- Foundation Walls E erior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging . Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping <_3()J-v/ 0„. GENERAL INSPECTION REPORT ( 518 ) 761-8256 � 8 Town of Queensbury Dept. of Community Development Date inspection request receivediC, 17 ih 1- `7 1 Building&Code Enforcement �� 742 Bay Road Queensbury,NY 12804 Arrive° ° dem Depart /,? r \ Inspector's Initial C NAME: Y 1- (Oh •S�1 . 7 ,I C� CIJ .PERMIT# c��Yn 4%.‘" LOCATION: 4 6 DATE : i, GL TYPE OF STRUCTURE: / Z _ RECHECK213D1/1 6(2 N/A YES NO COMMENTS Footings/Piers I I I Monolithic Pour Form Reinforcement in Place The contractor is spon•.ble for providing protect's n from'reezing for 48 hours folio 'ng the placement of the concrete. Materials for this p rpose .,1 site ° 1 ALL_ Foundation/Wallpo r to t.iJ? ( qM ` 1 Reinforcement in Pl.c L V-tC5A(2.._ Li`_b p�C Foundation/Damp.-•ofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents Place Rough Plumbing Heating Rough-In • Insulation Foundation Walls Int,rior R- Foundation Walls Ext•rior R- _ Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent " Framing Jack Studs/Headers Bracing/Bridging • Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour • Firestopping o ` v0 _ ` GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive ' - am/ Deparq m spector's Initi NAME: , ( ',CY f PERMIT# 0 LOCATION: ar , , dam,` DATE : v ) TYPE OF STRUCTURE: J c-e_.- I RECHECK N/A YES NO COMMENTS F,°tings/Piers = i I � �� ✓Mo ithic Pour Fo ?U - `�i 3 enforcement in Plac 3 Fi V The contractor is re nsib - for providing protection from fr--zing for 48 hours followirg the pla6-ment of the concrete. Materials for this purpo.e on site __ ,Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab lumbing Vent/Vents in P . e _ ugh Plumbing l eating Rough4 v, t of Foul'— d/- Insulation 7,'t F=p SP \ Foundation Walls Interior •- --ThTWlM_ e,,V- A — `\ Foundation Walls Exterior '- Floors R- `D V" Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3, hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping C30 c. 1�J GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive kittcan Depart ' m Inspector's Initia ' NAME: A� -�� ‘V.F1-‘00bE PERMIT# —. g, LOCATION: 1(') '0 PjR‘i Rh An DATE : 9 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers —� ✓Monolithic Pour Fori g„ �yi-7,-1— V /Reinforcement in Plac; c-‘11--,'S 1-1 The contractor is res .nsibl for providing protection om ezing for 48 hours followin: the p acement of the concrete. Materials for this purpos on ite Foundation/Wal ur Reinforcement in lace Foundation/Damp oofir ackfill Approval lumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Initerior R- _ Foundation Walls Exterior R • - Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vert Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive fillOpm Depart m Inspector's Initials NAME: GHTP 1 Fr POI)6F. PERMIT LOCATION: d O1O 3 A RO.Prn DATE : — — I TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Fo Reinforcement in Pl.ce The contractor is responsibl:for providing protec i on from fre: ing for 48 hours foil. 'ng the ph -ment of the concrete. Materials for this pu .se on site Foundation/Wallpou Reinforcement in Pla e 1Foundation/Damppro.fing kfill Approval Plc (5AP2 2— _ Y lumbing Under Slab V a t\— 6 aPITZR-- MA Plumbing Vent/Vents i i Pla - � � Rough Plumbin;, Heating Rough-n Insulation Foundation alls In 'or R- Foundation Walls Ext 'or R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces '- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed - Fire Wall 2,3,4 hour Firestopping • GENERAL INSPECTION REPORT b ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive IZ'7.Dan_Depart Inspector's Init' NAME: Q PERMI ,deb b , — U LOCATION: \ P"InN 9 ) _ DATE : 9 —Z(r O 1 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respon•.ible fur providing protection fro free.ing for 48 hours following lite pla.-ment of the concrete. Materials for this purpos, on e Foundation/Wallpour Reinforcement in Place Foundation/Damp. .0. g )3 acldtll Appr.val Plumbing Under Slab tSp F_tLr'1l3 Plumbing Vent/Vents ` Place Rough Plumbing Heating Rough-In Insulation Foundation Wal Interior R- Foundation Wa s Exterior R- Floors R- Walls R- Ceiling R- Duct work piping in unheat • spaces R- Proper Vent Attic Vent Framing Jack S ds/Headers Brae' gBridging • Joi Hangers Ja Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping -2_, GENERAL INSPECTION REPORT = s=_r (518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay ROad Queensbury,NY 12804 Arrive `�, ai 4'u'f ! .pa C a Inspector's Init' is NAME: �j�� t � CZ� - PERMIT t,— LOCATION: k n 9 C P'Pt`-1 1 l=1-P_ DATE : —,J y'CS TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is res..nsibl.for providing protection om fretezing for 48 hours followii g the pl:cement + of the concrete. C _ ,� � �� ' Materials for this p l se on.ite Foundation/Wallpour Reinforcement i Plac. Foundation/Dampproo ng Bacldill Approval J D.V, Plumbing Under Slab Plumbing Vent/Vents ' Place Rough Plumbing Heating Rough-In . Insulation Foundation Walls I,terior R- Foundation Walls 2.tenor R- Floors R- Walls R- Ceiling R- Duct work or pipint in unheated spaces R- Proper Vent, Attic Ve t Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 3'f r-am/pm Depa Inspector's Initials NAME: RR R\DLL 1 ?YDE_. PERMIT# ` `) ; — LOCATION: % (1) ,(--) Z DATE : --C TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the p ement of the concrete. Materials for this purpose o r site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Bac 111 Approval Plumbi• ..Under Slab Plumbing • .i • • 'lace Rough Plumbing Heating Rough-In Insulation Z 1° b CAM v' �I QT\Ri_ Foundation Walls I erior R- ✓ Foundation Walls E tenor R- Floors R- Walls R- Ceiling R- Duct work or pipi ,_ in unheated space• R- Proper Vent, Attic V; t Framing Jack Studs/Heade s BracingBridgin Joist Hangers Jack Posts/Main :eam Air Infiltration Ba i•er Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive 0 OA" Depart dIIs:'I Inspector's Initial . ,— NAME: . — PERMIT# LOCATION: I t'�9 P1-`1 aO A n DATE : 9 1 TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respon.ible fo providing protection froi frcczi i g for 48 hours following th placci cut of the concrete. Materials for this purpose of site Foundation/Wallpour Reinforcement in Place Foundation/Damppr, ofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior '- Foundation Walls Exterior "- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent_ Framing_ Jack Studs/Headers Bracing/Bridging___ Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Scaled Fire Wall 2, 3,4 hour Fircstopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received:1717/ OU/ Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Ari ive a 8,, .111 r epart -r,:m / Q ,.spector's Initi NAME: !/if( PERMIT# AI� f 3arb /a LOCAT U DATE: '7/19" ,. a k ",` TYPE OF STRUCTURE: ) l`„6 - C iY JI• RECHECK / / N/A YES COMMENTS CF tRier; 1A�( '3� [ Monolithic Pour Form _ Q1-c �?`V �\ G Reinforcement in Place The contractor is responsible for cr/ providing protection from -zing ' 'C�1 "�® 3 for 48 hours following tit:.p . -ment of the concrete. Materials for this purpose o' - ou on/Wallpour ` M'' \\ Reinforcement in Place -. Foundation/Dampproofin: Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Wal : nteri•r R- Foundation Walls Exte or R- Floors '- Walls '- Ceiling Duct work or piping in unheated spaces - Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive -� .m Depa 'i° • •ctor's Initi < NAME: 13 A`-1 R1()GE F1 IRE.1-k 11 06E PERMIT# LOCATION: ' RCS AC7 DATE : TYPE OF STRUCTURE: RECHECK N/A YE?NO COMMENTS ✓Footings/Piers A Pk.T" \ F f Fc 1 , I fonolithic Pour Form r\ V 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 sits Foundation/Wallpour Reinforcement in Place ',/ Foundation/Dampproofing Backfill Approval' ./ Plumbing Under Slate—' Plumbing Vent/Vents in Place % Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R-1 Floors R- I Walls R- 1 Ceiling R- I Duct work or piping in I unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 3:16 pm Depa pector's Initi NAME: it 11 :1 111, yr_ a E. PERMIT# I -3 LOCATION: 3 Q,O Pt DATE: — — TYPE OF STRUCTURE: RECHECK N/A YE 1 NO COMMENTS J//1 ootings/Piers �6 p t�! v� . /�'� ' / I onolithic Pour Form C�P � V Reinforcement in Pla•- The contractor is re,•i sable for providing protectio fro freezing for 48 hours followi the placement of the concrete. 1 Materials for this purpos• on is ite Foundation/Wallpour , Reinforcement in Place f Foundation/Dampproofin: I Backfill Appr•val Plumbing Un.-r Slab Plumbing Ven ents in P ac• Rough Plumbing Heating Rough-In Insulation Foundation Walls Interi. R- Foundation Walls Exteri. R- • Floors Walls R Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping -2, l',1 N,____ ----v-,,, s ,___..,„„.„---:-:::,.„,,::,.„.„,,,,,,,..„:„.:,-,.._, 1 Qe 21, 5 ._,,,,. ." GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road �aillr Queensbury,NY 12804 Arrive D partZ-' �rro W.—vetoes Initial NAME: / €1)14 \ram PERMIT# 7 J - 9 3 LOCATION: I C ' � `` 1�\ DATE: °` TJ>r 1 TYPE OF STRUCTURE: 3 �l .i�.- RECHECK N/A YES NO COMMENTS otings/Pie \°PAt?TtAL.- �-1 \-VNN% -L - \o1\1 Monolithic Po F Reinforcement i PI ce The contracto is responsible for providing pro : do from freezing for 48 hours fo .wi g the placement of the concrete. Materials for this p N 0 0 e on site ✓Foundation/Wallpon C'ARL\-‘iA1— k.J�t EJilTv\pi Reinforcement in Pla e Foundation/Damppro, i g Backfil pproval Plumbing 1 •der S • Plumbing Vent/Vents . Place Rough Plumbing Heating Rough-In Insulation Foundation Walls In erior R- Foundation Walls E erior R- _ Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers ' Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive qcL pm De rtZi pm pm r s Ynitials NAME: ) = PERMIT# C� '✓ LOCATION: DATE : — 17 - )0 TYPE OF STRUCTURE: N� v RECHECK N N/A YES NO COMMENTS Footings/Piers \ �� Monolithic Pour Fo ii Reinforcement in Pla e The contractor is ••nsible is r providing protectio from fre;zing for 48 hours followi g the p cement of the concrete. Mate ' for this purpo •n site F dation/Wallpo Reinforcement in Place l� Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pla Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior Foundation Walls Exterior R • Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- \ Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Tnfiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping Imy5 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 ArriveU0 . �spector's Initial s c NAME: ci3A-`s 91. E FIRF -l00!)E PERMIT#LOCATION: t A P\O'AD DATE TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is re ••nsib\e for providing protection om ezing for 48 hours following the p cement of the concrete. Materials for this purpose on si Foundation/Wallpour >.A Mil Reinforcement in Place I Foundation/D. :• •proofin, / Backfill Approv. Plumbing Under S , Plumbing Vent/Vents in P ace Rough Plumbing /leating Rough-In /1 V Ins lation \J R P,1 1 2" F'c c� V VFoundation Walls Inte or R- \�1 Foundation Walls Ext a rior R- Floors R- Walls R- Ceiling R- Duct work or piping n unheated spaces R- Proper Vent,Attic Ve't Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping 3oHl3 0o GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay RoadA. Queensbury,NY 12804 Arrive VT6-5—ar��Depart _iA `pm/0 Inspector's Initi . NAME: ie,{ 1 F1 t � PERMIT# f., LOCATION: A R(RO DATE : CI — -01 TYPE OF STRUCTURE: RECHECK N/A YES-NO COMMENTS Footings/Piers [ I Monolithic Pour Form I \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 / goundation/Wallpour b Jcr DM- FIR! ✓ ac v BF\' %/Reinforcement in Pi V A A Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Vi Insulation Z t' \ o c1 A li Foundation Walls Interior R- tC> Foundation Walls Exterior - Floors R- ,. Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arriv a , Depa ° Inspector's Initial NAME: BM RIDE Ft RE-Kn L PERMIT# LOCATION: ,.:3 ft"i lia,()Ipt 0 DATE : - - TYPE OF STRUCTURE: Ft RE O L)6C RECHECK // N/A YES NO COMMENTS t/Footings/Piers—PR Rol HI - t, V��{� ELE onolithic Pour Form v einforcement in Place of PtPPTIv6 be't\16 The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. terials for this purpose on r o do pour�, e' cement in-PI/e Foundation/Dampproofi �� /7 Backfill Approval _ T. ahaE-�1 � Plumbing Under Slab �-CA 'EAJ t�Y�L� F- Plumbing Vent/Vents in P ce V3P'‘ Rough Plumbing Heating Ro�i In Insulation K11A1_- ✓/ rACC� FDA �i - fk, Foundation Walls Inferior It- f(� � Foundation Walls Ealterior R- 6, � y�� F- i� n F- Floors R- Walls ?f R- f 5 p 1`13 Ceiling R- Duct work or piping it.. unheated spaces R- Proper Vent,Attic Vent 1 Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 1=yc-an _DeparR`•• . •m Inspector's Ini ' , NAME: 13AY RI (ThE_ % _ Ntx_ PERMIT# _o AO _ 41 C6 LOCATION: c1))f% Pm PAD DATE: CA— 12--CA TYPE OF STRUCTURE: RECHECK N/A YES•NO COMMENTS Footings/Piers ---7: Monolithic Pour Form / 0 Di- R p`� RE t P @, �:et 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 Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- . Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arriv esOO Depa Inspector's Ini NAME: fai g! ND u�\E PERMIT#' NTh -,3' . LOCATION: 83,9--1 (-,0AC) DATE : 9- ,i-0t TYPE OF STRUCTURE: RECHECK N/A,YES 0 COMMENTS ✓Footings/Piers f}Q pl PaToz-) SO` v' I }e-v- Monolithic Pour Form 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 o Foundation/Wallpour Reinforcement in Place Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in • .•- Rough Plumbing Heating Rough-In Insulation Foundation Walls Interi r R- Foundation Walls Exterih>r R- Floors '- Walls R Ceiling R Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 1/ 61 GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive(lO anL Depart _rn Inspector's Initial NAME: C-330�� _ G ` �t R PERMIT# LOCATION: GNI DATE : 9 -<l 0) TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS otings/Piers Monolithic Pour Form Reinforcement in ' .ce The contractor'. re ••nsible for providing protec ion •m freezing for 48 hours folio ' g ►i a placement of the concrete. ;fat ials for this p A•se • site dation/Wallpour ,, ER/sr yt 01: N DF l'AVVfm-oi Reinforcement in Plac• 1 Foundation/Dampproo I g Backfill Approval Plumbing Under Slab Plumbing Ve i • en. n "lace Rough Plumbing Heating Rough-In Insulation Foundation Walls Interio: R- Foundation Walls Exterio R • - Floors R Walls R Ceiling R Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping 1 ° PtA GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road 9 Queensbury,NY 12804 Arrive : pm Depart `t. �1 ,s� r s Initi NAME: E PERMIT# 1i• LOCATION: Q,0 AV) DATE : Ler —• wr TYPE OF STRUCTURE: RECHECK fX// N/A YE NO COMMENTS ootings/Piers / I ronolithic Pour Form 1- -\ t}JR1A einforcement in Pla The contractor is r;spo• ible for providing protectio, fro freezing for 48 hours followi g the . acement of the concrete. Materials for this pu .s e on sit: Foundation/Wallpour Reinforcement in Place Foundation/Dampproofi g Backfi pproval Plumbing . der Slab Plumbing Ven'• _• 'lace Rough Plumbing Heating Rough-In Insulation Foundation Walls Inte ;or R- Foundation Walls Exte 'or R- Floors '- Walls '- Ceiling R Duct work or piping in • unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping i 1/ 86 GENERAL INSPECTION REPORT ( 518 ) 761-8256 0(Aoak Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 2� am/git . Depart spector's Initi /1 NAME (e S-�._. PERMIT V/ 3 L LOCATION: cl DATE: TYPE OF STRUCTURE: RECHECK N/A YES-NO COMMENTS Monolithic Pour orm Pal 1 MAO Reinforcement in Place ✓' The contract,r is re sible for providing pr.,-ction fro , freezing for 48 hours fi llowing the .lacement of the concrete Matj�' 11s fort_is ,urppse on si e Reinforcement in P •ce EG\W_C- k: Foundation/Damppn ofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents 'lace Rough Plums - Heating Rough-In Insulation Foundation Walls Inte 'or R- Foundation Walls Exte .r R- Floors - Walls R Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping B57-7315- apth GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive Depart .. Inspector's hub. amirowimi -` PERMIT# I, g NAME: LOCATI st,c,� DATE: - . 60 ) TYPE OF STRUCTURE: sce RECHECK NIA YES O COMMENTS Footings/Piers Monolithic Pour Form1 �- _1 Reinforcement in Place CA�R2 V i PA6 The contractor is responsible for providing protection from freezing _ �� 1 o t� for 48 hours following the placement I'�0 1-k =FL-`- CST G of the concrete. IE(l o f c61 E2 F-am-vIzL I awt Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury ,,\ Dept.of Community Development Date inspection request received: l U Building& Code Enforcement 742 Bay Road en) Queensbury,NY 12804 Arrive am/pm Depart1t,1- ' lam/ Inspector's Initials NAME: \CJ PERMIT# O/ 398 - LOCATION: DATE: 9-- TYPE OF STRUC "Ye RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is res.;.nsible providing protection i om freeze g for 48 hours following the place ent of the •ncrete. Mate '.11 s for this purpose f site �' ` •. dation/Wallpour y ART‘ c__ C—/� 1 V`' <<- • 'enforcement in Place -AIL ( r.� J Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing'V-• ents in ' ..•e Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior '- Foundation Walls Exterior R Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping Pi GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart aWym Inspector's Initials W( pQ NAME: •2, PERMIT# ( J�0 LOCATION: DATE: TYPE OF S ' . TURE: N , RECHECK N/A YES NO COMMENTS Footings/Pier Monolithic Po t orm Reinforcement Place The contract,.r is responsible for provide; .ro-ction from freezing or 48 .ours fo'lowing the placement of the concrete. Mat als for this p rpos n site 81'/ undation/Wa11po r PM 1 Reinforcement in Pl.ce Foundation/Damppro ding Backfill Approval Plumbing Under Slab Plumbing Vent/Vents h Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement f 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart r ' Inspector's Initials ,� NAME: Av /& 6 P 6-- PERMIT# 0 / 6 LOCATION: 0" o . DATE: 2 . O ) TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS ootings/Piers t Monolithic Pour Form Reinforcement in Place The contractor is responsibA for providing protection from ilt-zing for 48 hours following th, -ment of the concrete. aterials for this purpose ri / Foundation/Wallpour . Wt.— / Reinforcement in Place ✓✓ ' Foundation/Dampproofing _ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pla .- Rough Plumbing Heating Rough-In Insulation Foundation Walls Int 'or R-\ Foundation Walls E erior R- \ Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour , Firestopping GENERAL INSPECTION REPORT /Ci ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road / Queensbury,NY 12804 Arrive am/pm Depaa(t •V• pm Inspector's Initials J NAME: 65A \�.f)C 'V1(Z-C— PERMIT# C)I " 6 LOCATION: Ir6} KO • DATE : i ma a ( TYPE OF STRUCTURE: RECHECK s N/A �EiO COMMENTS . n t '' , ,,, Footin er 61,5. " enforcement c Pour Form V *1 P5 0 , � -nfoforcecement in Place 1�'l� P`i'�/l` iithi-- The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. terials or pu s n ' - J ,ram • I�} r�Y datioallpour ,, - Reinforcement in Place e,<_ Foundation/Dampproofin v Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in 'lace Rough Plumbing Heating Rough-In Insulation Founda• n Walls 'or R- Foundation a s Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping it unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping o GENERAL INSPECTION REPORT ( 518 )761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart i p Inspector's Initials V/ NAME: &c \ � l�+�Jl-� � PERMIT ir200 ' 3 LOCATION: l n DATE: -a'?—ateI TYPE OF STRUCTURE: / Lid.-(_ _ RECHECK N/A YES: 410 COMMENTS ootings/Piers '7 Monolithic Pour Form l �j7 f�j (� v� —7/ C Reinforcement in Place �A.kill, The contractor is responsible for providing protectio fro freezing for 48 hours folio ng the •lacement of the concrete. Materials for this pu ••se on site Foundation/Wallpo 1 Reinforcement in P1.ce / Foundatio amppr•ofin, Backfill A•, • Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls I erior R- Foundation Walls E erior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed . Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive Z' • is .m Depart . 4.4 r 'pector's Initi rs— NAME: 2 R 1 )-,e_ F 1 RE. DE PERMIT# 1 a CJ LOCATION: oc80 (ti('A1 DATE : —z,1)—O TYPE OF STRUCTURE: F 1 P ►-1 oa6E 14) RECHECK N/A VNO COMMENTS v Footings/PiersE P E-JT �: I ronolithic Pour F.rm einforcement in •lace The contracto is responsi de for providing proLction from --zing for 48 hours f llowing the .lacement of the concret= Materials for this •urpose o site Foundation/Wall. ur Reinforcement in • .ce Foundation/Damppr ofi-g Backfill Approval Plumbing Under ab Plumbing Vent/Vents in 'lace Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R • - Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping /G GENERAL INSPECTION REPORT ( 518 ) 761-8256 ThiA0 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road -40 Queensbury,NY 12804 Arriver Depart C,'�_•Y •m Inspector's Initial LW' 'K ,j_ NAME: iC� ��,Y' 4�_?�'�Y 1 PERMIT#p) 3 qg LOCATION: DATE: � % - -,.•- TYPE OF STRUCTURE: �o � A - 23-CO RECHECK ik N/A YES NO COMMENTS Footings/Piers E Mon • 'c Pour Form NT VIE-PkV'l 1-3 l Li—, vj enforcement in Place & 0 0 D The contractor is respot ible ter providing protection fr. - ing for 48 hours following e p1.cement of the concrete. Materials for this purpose . to Foundation/Wallpour Reinforcement in lace Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior ' - Foundation Walls Exterior '•- Floors R- / ,. Walls R- `/ Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Depart ` V/1-. 1Wpm Ins ector's Initials c NAME: ky%.',y //�L,!�o( %�'G PERMIT# ® —.37e1 LOCATION: �%'in- J /Z0 DATE : 1 6-1 /6// TYPE OF STRUCTURE: / RECHECK • N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Plac The contractor is re nsib efor l C/�� providing protection om freezing /l for 48 hours followin the pla ment of the concrete. Materials for this purpos on site Foundation/Wallpour Reinforce ent in Place Foundatio ppr ofi Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P1 e Rough Plumbing Heating Rough-In Insulation Foundation Walls Interio R- Foundation Walls Exteri R- Floors - Walls - Ceiling - Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping • GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive `t • s I M Depart2' '�� Inspector's Initi y NAME: R 1 OC�� J(z�I�) E PERMIT# i i�1� LOCATION: c0 c1Q DATE: _ — TYPE OF STRUCTURE: C'7`11\AD RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place �) r i\� � ��M�c The contractor is responsible for \1 providing protection from freezing b for 48 hours following the place ��}�� C� P V-ci of the concrete. Materials for this purpose on site l ` ELV— Foundation/Wallpour Reinforcement in Place B2 cC QU Foundation/Dampproofing Backfill Approval Plumbing Under Slab_ Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers i Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 vlsi�,� Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road �� Queensbury,NY 12804 Arrive beam Depart k beam Initia NAME: \ \Ce �� ' PERMIT# LOCATION: DATE : - TYPE OF STRUCTURE: ` s-�N ,,p O RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respo sib le for providing protection fr m freezing for 48 hours following t e placement of the concrete. Materials for this purpose i n site Foundation!Wallpour • Reinforcement in/Place Foundation/Damproofing Backfill Approval\/I Plumbing Under Slab Plumbing Vent/Vents in lice Rough Plumbing H 'king Rough-In nsulation ��T1• Prl �� \` ,p Foundation Walls Interi)r R- \ K-N sf��l�- � Foundation Walls Exter or R- ` �� Floors - �C Walls \3,(N Ceiling - Q� ll \ Duct work or piping in unheated spaces - Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive I 13.- Depart I Inspector's kilt • NAME: l`A 01, 1 PERMIT# — c LOCATION: bc--6L) P`� RbPt0 DATE : 1— TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is respo sib - for providing protection fr im fr--zing for 48 hours following he pia.-ment of the concrete. Materials for this purpose •n site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in ac• Rough Plumbing Heating Rough-In Z Insulation :; Foundation Walls Interior - Foundation Walls Exterior - Floors R- � Walls R- Ceiling ?WIN_ R- V6oF0 Duct work or piping in unheated spaces R- G } i P 9 F\ C- i3t-LL Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping V V- GENERAL INSPECTION REPORT ( 518 ) 761-8256 J6A/h/-\ Town of Queensbury / Dept. of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road • Queensbury,NY 12804 Arrive tlaapm Depart m Inspector's Initials NAME: \--,,,r,e___ PERMIT# -3 LOCATI N: DATE : / ' 1-4- O f TYPE OF STRUCT : r(-, --`n Q_ — RECHECK nN/A YES NO COMMENTS Footings/Piers t 1 4_1_7 I Monolithic Pour Form l Reinforcement in Place ) The contractor is responsible for providing protection from freezing for 48 hours following he b acement of the concrete. Materials for this .urpos- on site Foundation/Wallpo' Reinforcement in Place Foundation/Dampproofi g Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Int rior R- Foundation Walls E rior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Pr r Vent, Attic Vent raming Jack Studs/Headers racinBridging -TR0'- b / t-i x i i t a:C G 14 -G'iA( 1C-d11-- Joist Hangers --PTA “t=, v - 6 -tu_. ;,�N`-c PE> Fo? 'RvCS VuZ_- 3 5- Jack Posts/Main Beam \-VptG.E-V- G hT`am— C"X-=N'1,-)\ Air Infiltration Barrier Fire Separation 1,2, 3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping CON:SifRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 20: PAGE #: 1 -.2P)-(C 1021 HIGHBRIDGE ROAD0 t INSPECTION DATE : 10/26/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 14015 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 178 / 464666 156 / A-.54667 157 / 464570 YARDAGE DELIVERED / SUBTOTAL: 11.00 / 11.00 11.50 / 22.50 11.50 / 34.00 TIME CONC. BATCHED / ARRIVED: 6.40 / 7.20 7.06 / 7.48 7.20 / 8.05 TIME PLACEMENT BEGAN / ENDED: 7.20 / 7.50 7.52 / 8.06 8.10 / 8.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.17 1.00 1.08 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 3.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH).(SPEC: - 5.00) 4.50 5.00 3.00 ENTRAINED AIR .(%,VOL) (SPEC: - 7.00) 2.10 UNIT,WEIGHT (PCF) (SPEC: - ) 146.14 CONCRETE TEMP. (F).: (SPEC: 40 85) -- 74 74 75 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 14015 - 14020 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/29/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 14015 11/ 2/01 7 84,000 C 2970 COARSE AGGREGATE #2: LBS. 14016 11/ 2/01 7 92,000 C 3250 COARSE AGGREGATE #3: LBS. 14017 11/23/01 28 123,500 C 4370 FINE AGGREGATE: LBS. 14018 11/23/01 28 124,000 C 4390 ADMIXTURE #1: OZS. 14019 11/23/01 28 125,000 C 4420 ADMIXTURE #2: OZS. 14020 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER . 6: 3: MR. D..HATIN,. QBD. 7: . RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSITRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 20: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/26/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 14021 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 5: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 6: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 4 5 6 TRUCK NUMBER / TICKET NUMBER: 150 /-464572 178 / 464674 156 / 464676 YARDAGE DELIVERED / SUBTOTAL: 11.50 / 45.50 11.00 / 56.50 11.50 / 68.00 TIME CONC. BATCHED / ARRIVED: 7.42 / 8.35 8.05 / 8.45 8.20 / 9.05 TIME PLACEMENT BEGAN / ENDED: 8.40 / 9.12 9.15 / 9.34 9.40 / 10.04 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.50 1.48 1.73 1 SLUMP ON ARRIVAL (INCHES): 4.00 5.50 5.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.00 5.50 1 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.20 UNIT WEIGHT (PCF) (SPEC: - ) 146.14 CONCRETE TEMP. (F) (SPEC: 40 - 85) 75 76 74 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 14021 - 14026 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 2: SLUMP; LOAD 3: OVERTIME UNLESS NOTED ALL TESTING,IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED_ALL CYLINDERS RECEIVED: 10/29/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 14021 11/ 2/01 7 84,000 C 2970 COARSE AGGREGATE #2: LBS. 14022 11/ 2/01 7 86,000 C 3040 COARSE AGGREGATE #3: LBS. 14023 11/23/01 28 116,500 C 4120 FINE AGGREGATE: LBS. 14024 11/23/01 28 119,000 C 4210 ADMIXTURE #1: OZS. 14025 11/23/01 28 119,500 C 4230 ADMIXTURE #2: OZS. 14026 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: MR. D. 'HATIN, QBD. 7: 4: 8: • RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) . MANAGER TECHNICAL SERVICES . i 1 ;,CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street. Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (5 18) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 20: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/26/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 14015 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB•ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) • LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 178 / 464666 156 / 464667 157 / 464670 YARDAGE DELIVERED / SUBTOTAL: 11.00 / 11.00 11.50 / 22.50 11.50 / 34.00 TIME CONC. BATCHED / ARRIVED: 6.40 / 7.20 7.06 / 7.48 7.20 / 8.05 TIME PLACEMENT BEGAN / ENDED: 7.20 / 7.50 7.52 / 8.06 8.10 / 8.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.17 1.00 1.08 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 3.00 WATER ADDED ONSITE-(GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 5.00 3.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.10 UNIT WEIGHT (PCF) (SPEC:. - ) 146.14 CONCRETE TEMP. (F) (SPEC: 40 - 85) 74 74 : 75 NUMBER OF TEST SPECIMEN CAST:. 6 , LAB CYLINDER CONTROL NUMBERS: 14015 - 14020 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS-PER: ASTM C-39 r CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/29/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST VEST ULTIMATE LOAD UNIT CEMENT: LBS. . NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 14015 11/ 2/01 7 84,000 C 2970 COARSE AGGREGATE #2: LBS. 14016 11/ 2/01 7 92,000 C 3250 COARSE AGGREGATE #3: LBS. 14017 11/23/01 28 FINE AGGREGATE: LBS. 14018 11/23/01 28 ADMIXTURE #1: OZS. 14019 11/23/01 28 ADMIXTURE #2: OZS. 14020 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: 4: 8: RESPECTFULLY, CONSTRUCTI TECHNOLOGY • TOM J0 g.T. (NICET) . MANAGER TECHNICAL SERVICES COO\TSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION; P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION,• INC. REPORT NUMBER : 20: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/26/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 14021 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 5: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ). PLACEMENT LOCATION OF LOAD # 6: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 4 5 6 TRUCK NUMBER / TICKET NUMBER: 150 / 464672 178 / 464674 156 / 464676 YARDAGE DELIVERED-/ SUBTOTAL: 11.50 / 45.50 11.00 / 56.50 11.50 / 68.00 TIME CONC. BATCHED / ARRIVED: 7.42 / 8.35 8.05 / 8.45 8.20 / 9.05 TIME PLACEMENT BEGAN / ENDED: 8.40 / 9.12 9.15 / 9.34 9.40 / 10.04' CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.50 1.48 1.73 1 SLUMP ON ARRIVAL (INCHES): 4.00 5.50 5.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: . PLACEMENT SLUMP (INCH) (SPEC: . - 5.00) 4.00 5.50 1 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.20 UNIT WEIGHT (PCF) (SPEC:. - ) 146.14 CONCRETE TEMP. (F) (SPEC: 40 - 85) 75 76 74 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 14021 - 14026 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 2: SLUMP; LOAD 3: OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/29/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. . NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 14021 11/ 2/01 7 84,000 C 2970 COARSE AGGREGATE #2: LBS. 14022 11/ 2/01 7 86,000 C 3040 COARSE AGGREGATE #3: LBS. 14023 11/23/01 28 FINE AGGREGATE: LBS. • 14024 11/23/01 28 ADMIXTURE #1: OZS. 14025 11/23/01 28 ADMIXTURE #2: OZS. 14026 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: 4: 8: RESPECTFULLY, • CONSTRUL✓l CHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES • .:CONSTRUCTION TECHNOLOGY INSPECTION & TESTING' DIVISION. P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 20: PAGE #: 3 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/26/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK • OUR FILE LOCATION : CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 7: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 8: SLAB ON GRADE: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 7 8 TRUCK NUMBER / TICKET NUMBER: 150 / 464680 178 / 464684 • YARDAGE DELIVERED / SUBTOTAL: 11.00 / 79.00 11.00 / 90.00 TIME CONC. BATCHED / ARRIVED: 9.34 / 10.15 9.58 / 10.30 TIME PLACEMENT BEGAN / ENDED: 10.15 / 10.32 10.35 / 10.55 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) .97 .95 SLUMP ON ARRIVAL (INCHES):. 5.50 5.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.50 1 5.50 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) UNIT WEIGHT (PCF) (SPEC_ - ) CONCRETE TEMP. (F) (SPEC: 40 - 85) 72 75 . NUMBER OF TEST SPECIMEN CAST:. LAB CYLINDER CONTROL NUMBERS: REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 7,8: SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT_PER: ASTM C-39 CONCRETE DESIGN STRENGTH: . 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECrEIVED: 10/29/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS.' CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. COARSE AGGREGATE #2: LBS. COARSE AGGREGATE #3: ' LBS. FINE AGGREGATE: LBS. ADMIXTURE #1: OZS. ADMIXTURE #2: OZS. ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: . 4: 8: • RESPECTFULLY, CONSTRUCTIO// HNOLOGY TOM JO I S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518)399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 19: PAGE #: -2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/12/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 50's: PT. CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13215 CONCRETE FIELD I N S PECTION & COMPRESSIOSN TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: SLAB ON GRADE: APPARATUS BAY•( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 5: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 4 5 TRUCK NUMBER / TICKET NUMBER: - 123 / 464288 151 / 464293 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 40.00 11.00 / 51.00 TIME CONC. BATCHED / ARRIVED: 7.42 / 8.30 8.49 / 9.45 TIME PLACEMENT BEGAN / ENDED: 8.37 / 8.49 9.48 / 10.10 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.12 1.35 SLUMP ON ARRIVAL (INCHES): 5.50 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.50 1 6.00 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 1.30 UNIT WEIGHT (PCF) (SPEC: - ) 144.69 - CONCRETE TEMP. (F) (SPEC: 40 - 85) 64 63 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 13215 - 13220 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 4,5: SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/15/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13215 10/19/01 7 82,500 C 2920 COARSE AGGREGATE #2: LBS. 13216 10/19/01 7 84,500 C 2990.. COARSE AGGREGATE #3: LBS. I 13217 11/ 9/01 28 - FINE AGGREGATE: LBS. . I 13218 11/ 9/01 28 ADMIXTURE #1: OZS. I 13219 11/ 9/01 28 ADMIXTURE #2: OZS. I 13220 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT"DISTRIBUTION: 1: FILE 5; I , 2: SUPPLIER 6: • 3: MR. D. HATIN, QBD. 7: -- 4: 8: , RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) L. MANAGER TECHNICAL. SERVICES . i-- CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street,Ballston Lake,New York 12019 Phone: (518)399-1848 Fax: (518)399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 19: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/12/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 50's: PT. CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13209 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB:ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 178 / 464280 152 / 464284 151 ./ 464286 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED / ARRIVED: 6.39 / 7.20 7.09 / 8.10 7.28 / 8.23 TIME PLACEMENT BEGAN / ENDED: 7.35 / 7.50 8.10 / 8.30 8.25 / 8.35 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.18 1.35 1.12 SLUMP ON ARRIVAL (INCHES): 5.50 6.00 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.50 1 6.00 1 6.00 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 1.70 UNIT WEIGHT (PCF) (SPEC: - ) 145.63 CONCRETE TEMP. (F) (SPEC: 40 - 85) 63 62 63 NUMBER OF TEST SPECIMEN CAST:: 6 LAB CYLINDER CONTROL NUMBERS: 13209 - 13214 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/15/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13209 10/19/01 7 88,000 C 3110 COARSE AGGREGATE #2: LBS. 13210: 10/19/01 7 86,000 C 3040 COARSE AGGREGATE #3: LBS. 13211 11/ 9/01 28 FINE AGGREGATE: LBS. 13212 11/ 9/01 28 ADMIXTURE #1: OZS. 13213 11/ 9/01 . 28 ADMIXTURE #2: OZS. 13214 SPARE ADMIXTURE #3: OZS. . AIR ENTRAINING AGENT: _ OZS. REPORT DISTRIBUTION:, ' 1: FILE 5: 2: 'SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: 4: 8: RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES . or goo - Dyli 1t ' CO STRUCTION TECHNOLOGYRECEIVED INSPECTION & TESTING DIVISION, P.D.&T.S., INC. NOV 1 5 r ,� (.4 Williams Street,Ballston Lake,New York 12019 _ 2001 Phone: (518)399-1848 Fax (518)399-1913 p r"" T®wN OF �// E3, QUEENSBURY `e_ �`� j. 2:.--,- BUILDING AND CODE CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 19: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/12/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 50's: PT. CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13209 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 178 / 464280 152 / 464284 151 / 464286 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED / ARRIVED: 6.39 / 7.20 7.09 / 8.10 7.28 / 8.23 TIME PLACEMENT BEGAN / ENDED: 7.35 / 7.50 8.10 / 8.30 8.25 / 8.35 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.18 1.35 1.12 SLUMP ON ARRIVAL (INCHES): 5.50 6.00 - 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: 5.00) 5.50 1 6.00 1 6.00 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 1.70 UNIT WEIGHT (PCF) (SPEC: - ) 145.63 CONCRETE TEMP. (F) (SPEC: 40 - 85) 63 62 63 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: . 13209 - 13214 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,2,3: SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/15/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13209 10/19/01 • 7 88,000 C 3110 COARSE AGGREGATE #2: LBS. 13210 10/19/01 7 86,000 C 3040 COARSE AGGREGATE #3: LBS. 13211 11/ 9/01 28 123,500 C 4370 FINE AGGREGATE: LBS. 13212 11/ 9/01 28 126,500 C 4470 ADMIXTURE #1: OZS. 13213 11/ 9/01 28 127,000 C 4490 ADMIXTURE #2: OZS. 13214 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER- : 6: 3: MR. D. HATIN, QBD. 7: - • 4: _ 8: RESPECTFULLY, CONSTRUCTIOG�"// OLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES • CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 19: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/12/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 50's: PT. CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13215 CONCRETE F I EL D INSPECTION & ' COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 5: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 4 5 TRUCK NUMBER / TICKET NUMBER: 123 / 464288 151 / 464293 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 40.00 11.00 /• 51.00 TIME CONC. BATCHED / ARRIVED: 7.42 / 8.30 8.49 / 9.45 TIME PLACEMENT BEGAN / ENDED: 8.37 / 8.49 9.48 / 10.10 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.12 1.35 SLUMP ON ARRIVAL (INCHES): 5.50 6.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF:• PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.50 1 6.00 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 1.30 UNIT WEIGHT (PCF) (SPEC: - ) 144.69 CONCRETE TEMP. (F) (SPEC: 40 - 85) 64 63 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 13215 - 13220 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 4,5: SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS • UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/15/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13215 10/19/01 7 82,500 C 2920 COARSE AGGREGATE #2: - _ LBS. 13216 10/19/01 7 84,500 C 2990 COARSE AGGREGATE #3: LBS. 13217 11/ 9/01 28 121,500 C 4300 FINE AGGREGATE: LBS. 13218 11/ 9/01 28 123,000 C 4350 ADMIXTURE #1: OZS. 13219 11/ 9/01 28 119,000 C 4210 ADMIXTURE #2: OZS. 13220 SPARE ADMIXTURE #3: OZS. ' AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: - 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. .7: 4: 8: RESPECTFULLY, CONSTRUCTION 49LOGY TOM JOSLI , S.E.T. (NICET) MANAGER TECHNICAL SERVICES C'ONTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: . PLANK CONSTRUCTION, INC. REPORT NUMBER : 18: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/10/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER :, 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13091 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 156 / 464188 151 / 464193 469 / 464195 YARDAGE DELIVERED / SUBTOTAL: 11.00 / 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED / ARRIVED: 7.06 / 7.50 7.41 / 8.20 7.55 / 8.38 TIME PLACEMENT BEGAN / ENDED: 8.00 / 8.10 8.20 / 8.30 8.41 / 9.00 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.07 .82 1.08 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 5.00 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.00 UNIT WEIGHT (PCF) (SPEC: - ) 148.65 CONCRETE TEMP. (F) (SPEC: , 40 - 85) 61 60 ' 60 NUMBER OF TEST SPECIMEN CAST: 6 . LAB CYLINDER CONTROL NUMBERS: 13091 - 13096 REMARKS: • UNLESS NOTED ALL.TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT.PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/11/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. • CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13091 10/17/01 7 90,500 C 3200 COARSE AGGREGATE #2: LBS. 13092 10/17/01 7 92,000 C 3250 COARSE AGGREGATE #3: LBS. 13093 11/ 7/01 28 132,000 C 4670 FINE AGGREGATE: LBS. 13094 11/ 7/01. 28 134,000 C 4740 ADMIXTURE #1: OZS. 13095 11/ 7/01 28 136,500 C 4830 ADMIXTURE #2: - OZS. 13096 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE :5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7. 4: 8: _ ,... RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION- P.D.&T.S., INC. 4 Williams Street; Ballston Lake,New York 12019 Phone: (518) 399-1848 -Fax: (518) 399-1913 • CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 18: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/10/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL " #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13097 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # . 4: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 5: SLAB ON-GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON-FILE ) PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 4 5 TRUCK NUMBER / TICKET NUMBER: 138 / 464196 • 156 / 464199 . YARDAGE DELIVERED./ SUBTOTAL: - 10.00 / 43.00 11.00 / 54.00 - TIME CONC. BATCHED / ARRIVED: 8.05 / 9.00 8.27 / 9.20 TIME PLACEMENT BEGAN / ENDED:' 9.21 / 9.53 9.55 / 10.10 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.80 1 1.72 1 SLUMP ON ARRIVAL (INCHES): 6.00 6.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPECS - 5.00) 6.00 1 6.50 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.20 UNIT WEIGHT (PCF) (SPEC: - ) 146.65 CONCRETE TEMP. (F) (SPEC: 40 - 85) 62 60 NUMBER OF TEST SPECIMEN CAST:. • 6 LAB CYLINDER CONTROL NUMBERS: 13097 - 13102 REMARKS: 1: - CONTRACTOR NOTIFIED: LOAD 4,5: OVERTIME, SLUMP UNLESS NOTED.ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 ' CONCRETE DESIGN STRENGTH: . 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/11/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS.' , CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. -. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13097 10/17/01 7 75,500 C .2670 COARSE AGGREGATE #2: LBS. 13098 10/17/01 7 77,000 C 2720 COARSE AGGREGATE #3: - LBS. 13099 11/ 7/01 28 115,500 C 4090' FINE AGGREGATE: LBS. - 13100 ,. 11/ 7/01 28 - 114,000 C 4030: ADMIXTURE #1: - • OZS. . 13101 11/ 7/01 28 117,000 C 4140- - ADMIXTURE #2: OZS. - 13102 - ' . - SPARE - ADMIXTURE #3: ' OZS. . . - AIR ENTRAINING AGENT: OZS. • . . REPORT DISTRIBUTION: - . . '' ' ' - ' . ,, '' ..... ''-': ' r.-, '''''' ''-' '' -' '' ' 1: FILE 5: 2: SUPPLIER 6 -3:_MR. D. HATIN, QBD. 7: " . 4: 8:. • : RESPECTFULLY, CONSTRUCTION TECHNOLOGY - - LINEE . TOM-Jd S. .T. (NICET) MANAGER TECHNICAL SERVICES . CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION. P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (5 18) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 18: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/10/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13091 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: SLAB'ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ), LOAD NUMBER:. 1 2 3 TRUCK NUMBER / TICKET NUMBER: 156 / 464188 151 / 464193 469 / 464195 YARDAGE DELIVERED / SUBTOTAL: 11.00 / 11.00 11.00 / 22.00 11.00 / 33.00 TIME CONC. BATCHED / ARRIVED: 7.06 / 7.50 7.41 / 8.20 7.55 / 8.38 TIME PLACEMENT BEGAN / ENDED: 8.00 / 8.10 8.20 / 8.30 8.41 / 9.00 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.07 .82 1.08 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSI.TE (GALLONS): WATER ADDED AT DISCRETION OF: . PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 5.00 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.00 UNIT WEIGHT (PCF) (SPEC: - ) 148.65 CONCRETE TEMP. (F) (SPEC: 40 - 85) 61 60 60 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 13091 - 13096 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/11/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD. UNIT CEMENT: LBS.. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13091 10/17/01 • 7 90,500 C 3200 COARSE AGGREGATE #2: LBS. 13092 10/17/01 7 92,000 C 3250 COARSE AGGREGATE #3: LBS. 13093 11/ 7/01 28 FINE AGGREGATE: LBS. 13094 11/ 7/01 28 ADMIXTURE #1: OZS. 13095 11/ 7/01_ 28 ADMIXTURE #2: OZS. 13096 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: 4: 8: . RESPECTFULLY, CONSTRUCT ON TECHNOLOGY TOM JON,S.E.T. NIC T ( E ) MANAGER TECHNICAL SERVICES - . CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION. P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 • Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 18: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/10/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13097 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # . 4: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 5: SLAB ON GRADE: APPARATUS BAY ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 4 5 TRUCK NUMBER / TICKET NUMBER: 138 / 464196 156 / 464199 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 43.00 11.00 / 54.00 TIME CONC. BATCHED / ARRIVED: 8.05 / 9.00 8.27 / 9.20 TIME PLACEMENT BEGAN / ENDED: 9.21 / 9.53 9.55 / 10.10 CONCRETE AGE (HOURS) (SPEC:. MAX: 1.50) 1.80 1 1.72 1 SLUMP ON ARRIVAL (INCHES): 6.00 6.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 6.00 1 6.50 .1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.20 UNIT WEIGHT (PCF) (SPEC: - . ) 146.65 CONCRETE TEMP. (F) (SPEC: 40 - 85) 62 60 NUMBER OF TEST SPECIMEN CAST: 6 . LAB CYLINDER CONTROL NUMBERS: 13097 - 13102 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 4,5: OVERTIME, SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/11/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13097 10/17/01 7 75,500 C 2670 COARSE AGGREGATE #2: LBS. 13098 10/17/01 7 77,000 C 2720 COARSE AGGREGATE #3: LBS. 13099 11/ 7/01 28 FINE AGGREGATE: LBS. 13100 11/ 7/01 28 ADMIXTURE #1: OZS. 13101 11/ 7/01 28 ADMIXTURE #2: OZS. 13102 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: - 1: FILE 5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: 4: 8: RESPECTFULLY, CONSTRR TION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. • 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION,' INC. REPORT NUMBER : 17: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/ 8/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : BRYAN CASAW #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13005 CONCRETE FIELD I NSPE C T I O N & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: A/A.75 @ 1/2 PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: B.5/A.75 @ 1/2 PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 179 / 464146 157 / 464147 YARDAGE DELIVERED / SUBTOTAL: 8.00 / 8.00 8.00 / 16.00 TIME CONC. BATCHED / ARRIVED: 9.12 / 9.54 9.45 / 10.20 TIME PLACEMENT BEGAN / ENDED: 10.02 / 10.37 10.41 / 11.00 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.42 1.25 SLUMP ON ARRIVAL (INCHES): 5.00 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 4.00 ENTRAINED AIR (Z VOL) (SPEC: - 7.00) 1.70 UNIT WEIGHT (PCF) (SPEC:. - ) 148.69 CONCRETE TEMP. (F) (SPEC: 40 - 85) 70 72 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 13005 - 13010 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/ 9/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: • LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13005 10/15/01 7 87,500 C 3100 COARSE AGGREGATE #2: LBS. 13006 10/15/01 7 88,000 C 3110 COARSE AGGREGATE #3: LBS. 13007 11/ 5/01 28 FINE AGGREGATE: LBS. 13008 .11/ 5/01 28 ADMIXTURE #1: OZS. 13009 11/ 5/01 28 ADMIXTURE #2: OZS.• 13010 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: 4: 8: . RESPECTFULLY, . CONSTRUC�TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES f t CONSTRUCTION TECHNOLOGY i?(S) INSPECTION & TESTING DIVISION; P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 17: PAGE #: 1 1021 HIGHBRIDGE ROAD • INSPECTION DATE : 10/ 8/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : BRYAN CASAW #12 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 40's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 13005 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: A/A.75 @ 1/2 PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: B.5/A.75 @ 1/2 PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 179 / 464146 157 / 464147 YARDAGE DELIVERED / SUBTOTAL: 8.00 / 8.00 8.00 / 16.00 TIME CONC. BATCHED / ARRIVED: 9.12 / 9.54 9.45 / 10.20 TIME PLACEMENT BEGAN / ENDED: 10.02 / 10.37 10.41 / 11.00 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.42 1.25 SLUMP ON ARRIVAL (INCHES):.. 5.00 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 1.70 UNIT WEIGHT (PCF) (SPEC1 - ) . 148.69 CONCRETE TEMP. (F) (SPEC: 40 - 85) 70 72 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 13005 - 13010 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 . CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT.PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/ 9/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 13005 10/15/01 ' 7 87,500 C 3100 COARSE AGGREGATE #2: LBS. 13006 10/15/01 7 88,000 C 3110 COARSE AGGREGATE #3: LBS. 13007 11/ 5/01 28 143,000 C 5060 FINE AGGREGATE: LBS. 13008 11/ 5/01 28 139,000 C 4920 ADMIXTURE #1: OZS. 13009 11/ 5/01 28 140,500 C 4970 ADMIXTURE #2: • OZS. 13010 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE -5: 2: SUPPLIER 6: 3: MR. D. HATIN, QBD. 7: 4: 8: RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSL , S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY • INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER: 8 PAGE: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE: 10/08/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER: 111.086 ATT'N: MR. MARC RIVERS FIELD INSPECTOR: BRYAN CASAW PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY • MATERIALS LABORATORY DATA CODE MOISTURE MAXIMUM DENSITY PCF MATERIALS DESCRIPTION MATERIALS SOURCE 2676 11.1 117.9 SAND, f; some f gravel; trace Silt/Clay ONSITE MATERIAL • • FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: SLAB ON GRADE SUBGRADE ELEVATION REFERENCE: F.G. = FINISH GRADE = TOP OF SLAB SUBGRADE COMPACTION TEST METHOD: ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 2676 F.G. -0.50' SOUTHWEST BUILDING CORNER, 15'N x 20'E 4.7 % 115.4 PCF 97.9 2 2676 F.G. -0.50' SOUTHWEST BUILDING CORNER, 35'N x 30'E 5.2 % 114.7 PCF 97.3 3 2676 F.G. -0.50' SOUTHWEST BUILDING CORNER, 15'N x 50'E 4.1 % 115.9 PCF 98.3 % 4 2676 F.G. -0.50' SOUTHWEST BUILDING CORNER, 30'N x 55'E 4.6 % 113.3 PCF 96.1 • • • REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1: FILE 1. D-1556 = SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: MR. D. HATIN, QBD 2. D-2922 = NUCLEAR GAUGE METHOD OF TEST 3: 3. FF = FINISH FLOOR 4: 4. FG = FINISH GRADE 5: 5. TOM JOSLIN, S.E.T. (NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION. P.D.&T.S.. INC. 4 Williams Street. Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 • CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 16: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/ 1/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 60's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12737 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: BASEMENT: EAST & CENTER SECTIONS PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: BASEMENT: WEST SECTION; STORAGE AREA PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 151 / 463913 156 / 463915 YARDAGE DELIVERED / SUBTOTAL: 11.50 / 11.50 11.50 / 23.00 TIME CONC. BATCHED / ARRIVED: 7.04 / 7.57 7.45 / 8.40 TIME PLACEMENT BEGAN / ENDED: 8.04 / 8.38 8.55 / 9.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.57 1 1.67 1 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.00 UNIT WEIGHT (PCF) (SPEC: - ) 149.20 CONCRETE TEMP. (F) (SPEC: 40 - 85) 68 68 NUMBER OF TEST SPECIMEN CAST: . 6 LAB CYLINDER CONTROL NUMBERS: 12737 - 12742 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,2: OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: .4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/ 2/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. • CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12737 10/ 8/01 7 91,500 C 3240 COARSE AGGREGATE #2: LBS. 12738 10/ 9/01 7 - 93,000 C 3290 COARSE AGGREGATE #3: LBS. 12739 10/29/01 28 FINE AGGREGATE: LBS. 12740 10/29/01 28 ADMIXTURE #1: OZS. 12741 10/29/01 28 ADMIXTURE #2: OZS. 12742 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: • RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES • . CONSTRUCTION TECHNOLOGY INSPEC a ON & TESTING DIVISION, P.D.&T.S., INC. • 4 Williams Street, Ballston Lake,New York 12019 • Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 16: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 10/ 1/01 • SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 60's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK • OUR FILE LOCATION : 12737 CONCRETE FIELD I.N S P E C T I O N & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: SLAB ON GRADE: BASEMENT: EAST & CENTER SECTIONS . .PLACEMENT LOCATION OF LOAD # 2: SLAB ON GRADE: BASEMENT: WEST SECTION; STORAGE AREA PLACEMENT LOCATION OF LOAD # . LOAD NUMBER: • 1 2 TRUCK NUMBER / TICKET NUMBER: 151 / 463913 156 / 463915 YARDAGE DELIVERED / SUBTOTAL:. 11.50 / 11.50 11.50 / 23.00 TIME CONC. BATCHED / ARRIVED:• 7.04 / 7.57 7.45 / 8.40 TIME PLACEMENT BEGAN / ENDED: 8.04 / 8.38 8.55 / 9.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.57 1 1.67 1 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 2.00 UNIT:WEIGHT. ,, (PCF)_(SPEC:- . - ) : - -149.20 - CONCRETE TEMP. (F) (SPEC:-: 40 - 85) 68 68 NUMBER OF TEST"SPECIMEN CAST:, 6 LAB,CYLINDER CONTROL NUMBERS: 12737 - 12742 ."". REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1,2: "OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: ' CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT-PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 4000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 10/ 2/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: . LBS. 12737 10/ 8/01 7 91,500 C 3240 COARSE.AGGREGATE #2: : - LBS. - 12738 10/ 3/01 .7 93,000 C 3290 COARSE AGGREGATE #3: . LBS. 12739 10/29/01 - 28 128,000 C 4530 FINE AGGREGATE: . LBS. . 12740 . 10/29/01 28 130,000 C 4600 ADMIXTURE #1: OZS. 12741 10/29/0i 28 130,500 C 4620 ADMIXTURE #2: OZS. 12742 SPARE ADMIXTURE #3: OZS. . • AIR ENTRAINING AGENT: OZS. . REPORT. DISTRIBUTION: .: . , . . . " • - . 1: FILE . -5: . , _ ._- . .- .2r..SUPPLIER_ -, ' -6r 3 MR., D. HATIN, QBD. 7 . 4: 8: . RESPECTFULLY, CONSTRUCTIO TECHNOLOGY - .. - • TOM JOS I( .E.T. C(NI ET) • MANAGER.TECHNICAL SERVICES . , • r CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P..D.&T.S., INC. 4 Williams.Street,Ballston Lake,New York 12019 Phone: (518) 399-1848 •Fax: (518) 399 ram! CLIENT: PLANK CONSTRUCTION, INC. OCT 2 4 2 00 1 REPORT NUMBER : 15: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/21/01 SCHENECTADY, NEW YORK 12303 TOWN OF QUEENSBU(�� OUR FILE NUMBER : 111.086 BUILDING AND CODE INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS '�" T AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12468 C ONCRETE FIELD INSPECTION & C O M P R E S S I O N TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON'FILE ) PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: . 156 / 463716 182 / 463717 YARDAGE DELIVERED / SUBTOTAL: 9.00 / 9.00 8.00 / 17.00 TIME CONC. BATCHED / ARRIVED: 12.50 / 1.00 1.31 / 2.10 • TIME PLACEMENT BEGAN / ENDED: 1.00 / 2.20 2.25 / 2.55 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.50 1.40 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 WATER ADDED ONSITE (GALLONS): - WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC:. - 5.00) 4.50 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.80 UNIT WEIGHT (PCF) (SPEC: - . )_- 141.:05 CONCRETE TEMP. (F) (SPEC:. -40 - 85) 82 ' 83 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS: . 12468 - 12473 REMARKS: UNLESS NOTED ALL TESTING I'AW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: .CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/24/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: ' LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. . COARSE AGGREGATE #1: LBS. 12468 9/28/01 : 7 56,000 C 1980 COARSE AGGREGATE #2: - LRS. - 12469 - 9/28/O1 7 58,500 C 2070 COARSE AGGREGATE #3: LBS. 12470 10/19/01 .28 88,000 C 3110 FINE'AGGREGATE: LBS. 12471 10/19/01 28 89,500 C 3170 ADMIXTURE #1: OZS. - 12472 10/19/01 28 90,500 C 3200 ADMIXTURE #2: OZS. 12473 - SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: • 2: SUPPLIER. 6: . . . - .... 3: 7: 4:.. . 8: RESPECTFULLY, - CONSTRUCTION TECHNOLOGY . . TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES '4:1b CONSTRUCTION TECHNOLOGY /• INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 • CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 15: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/21/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 • INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12468 CONCRETE FIELD INSPECTION & COMPRESSION .TEST RESULTS • PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD #' 2: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: , 156 / 463716 _ 182 /_ 463717 I . YARDAGE DELIVERED / SUBTOTAL: .9.00 / 9.00 - 8.00 / 17.00 . TIME CONC. BATCHED / ARRIVED: - 12.50 / 1.00 1.31 / 2.10 TIME PLACEMENT BEGAN / ENDED: 1.00 / 2.20 2.25 / 2.55 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.50 • 1.40 SLUMP ON ARRIVAL (INCHES): 4.50 5.00 • WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: .-. PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.80 • UNIT WEIGHT (PCF) (SPEC: - ) 141.05 CONCRETE TEMP. (F) (SPEC: 40 - 85) 82 83 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 12468 - 12473 ' REMARKS: - UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I..@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/24/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: - LBS. 12468 9/28/01 7 56,000 C 1980 COARSE AGGREGATE #2: LBS. - • . 12469 9/28/01 7 58,500 C- 2070 COARSE AGGREGATE #3: LBS. 12470 10/19/01 28 • FINE AGGREGATE: LBS. 12471 ' 10/19/01 28 • ADMIXTURE #1: OZS. 12472 10/19/01 28 ADMIXTURE #2: OZS. 12473 - SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. - REPORT DISTRIBUTION: - - 1: FILE. - 5: - 2: SUPPLIER 6: 3: - 7: 4: - 8: RESPECTFULLY, _ -- CONSTRUCT;,9g1 TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) - MANAGER TECHNICAL SERVICES - - JNSTRUCTION TECHNOLOGY 3PECTION & TESTING DIVISION, P.D.&T.S., INC. �Q Williams Street, Ballston Lake,New York 12019 Illr /hone: (518)399-1848 Fax: (518)399-1913 '� REPORT NUMBER9C CLIENT: PLANK CONSTRUCTION, INC. : 14: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/20/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: RAIN PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12436 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # • LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 151 / 463697 _ YARDAGE DELIVERED / SUBTOTAL: 6.50 / 6.50 TIME CONC. BATCHED / ARRIVED: 3.17 / 4.00 TIME PLACEMENT BEGAN / ENDED: 4.04 / 4.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.13 SLUMP ON ARRIVAL (INCHES): 4.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 ENTRAINED AIR (% .VOL) (SPEC: - 7.00) 4.10 UNIT WEIGHT. (PCF) (SPEC: - ) 140.54 _ CONCRETE--TEMP. (F) (SPEC: 40 - 85) 79 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 12436 12441 ; REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470,•C567, C617, C1064 - CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/21/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. - 12436 9/27/01 7 58,000 C 2050 COARSE AGGREGATE #2: LBS. _ - _12437 9/27/01 7 _-56,000 C 1980 COARSE AGGREGATE #3: LBS. 12438 10/18/01 28 88,500 C 3130 FINE AGGREGATE: LBS. 12439 10/18/01 28 90,000 C 3180 ADMIXTURE #1: OZS. 12440 10/18/01 .28 91,500 C 3240 ADMIXTURE #2: OZS. 12441 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE " 5: 2: SUPPLIER 6: 3: 7: RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY 0�,' 39 INSPECTION & TESTING DIVISION, P.D.&T.S., INC. C? 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 14: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/20/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS - AMBIENT WEATHER : 70's: RAIN PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE.LOCATION : 12436 C ONCRETE FIELD INSPECTION & COMPRESSION T.E S T RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # / LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 151 / 463697 YARDAGE DELIVERED / SUBTOTAL: 6.50 / 6.50 TIME CONC. BATCHED / ARRIVED: 3.17 / 4.00 TIME PLACEMENT BEGAN / ENDED: 4.04 / 4.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.13 SLUMP ON ARRIVAL (INCHES): 4.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 ENTRAINED AIR (% VOL) (SPEC:. - 7.00) 4.10 UNIT WEIGHT (PCF) (SPEC: - ) 140.54 CONCRETE TEMP. (F) (SPEC: 40 - 85) 79 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 12436 - 12441 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470,• C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/21/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. • CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12436 9/27/01 7 58,000 C 2050 COARSE AGGREGATE #2: LBS. 12437 9/27/01 7 56,000 C 1980 COARSE AGGREGATE #3: LBS. 12438 10/18/01 28 FINE AGGREGATE: LBS. 12439 10/18/01 28 ADMIXTURE #1: OZS. 12440 10/18/01 28 ADMIXTURE #2: OZS. 12441 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: .7: 4: 8: RESPECTFULLY, . • CONSTRUCT ION TECHNOLOGY TOM (NICET) MANAGER TECHNICAL SERVICES - CONSTRUCTION TECHNOLOGY 13c INSPECTION & TEST[NG DIVISION, P.D.&T.S., INC. ` �„� � so 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 4I,• 400/ CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER �� 1 ��1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/19/01 F SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JAY TRACEY #19 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: PT. CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12424 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) LL PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # / LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 182 / 463682 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 TIME CONC. BATCHED / ARRIVED: 1.10. / 1.50 TIME PLACEMENT BEGAN / ENDED: 2.25 / 2.50 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.67 1 SLUMP ON ARRIVAL ('INCHES): 4.25 WATER ADDED ONSITE (GALLONS):. WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.25 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.10 UNIT WEIGHT (PCF) (SPEC: - ) 142.07 CONCRETE TEMP. (F) (SPEC; 40 - 85) 73 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 12424 - 12429 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1: OVERTIME UNLESS NOTED ALL TESTING IAW: . ASTM: C31, C138, C143, C172, C173, C231, C470,.C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/20/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: . LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. ' COARSE AGGREGATE #1: LBS.. 12424 9/26/01 7 60,500 C 2140 COARSE AGGREGATE #2: LBS. 12425 9/26/01 7 62,000 C 2190 COARSE AGGREGATE #3: LBS. 12426 10/17/01 28 FINE AGGREGATE: LBS. 12427 10/17/01 28 ADMIXTURE #1: OZS. 12428 10/17/01 28 ADMIXTURE #2: OZS. 12429 SPARE ADMIXTURE #3: OZS. . AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: . 1: FILE 5: 2: SUPPLIER 6: ' 3: 7: 4: 8: . - . . RESPECTFULLY, • CONSTRUCTION TECHNOLOGY TOM JOe.E.T. (NICET) • MANAGER TECHNICAL SERVICES - - CONSTRUCTION TECHNOLOGY ��-- INSPECTION & TESTING DIVISION. P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 13: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/19/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JAY TRACEY #19 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: PT. CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12424 CONCRETE FIELD INSPECTION & COMPRESSIOA" TEST RESULTS i PLACEMENT LOCATION OF LOAD # 1: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 182 / 463682 YARDAGE DELIVERED / SUBTOTAL: • 10.00 / 10.00 TIME CONC. BATCHED / ARRIVED: 1.10 / 1.50 TIME PLACEMENT BEGAN / ENDED: 2.25 / 2.50 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.67 1 SLUMP ON ARRIVAL (INCHES): 4.25 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.25 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.10 UNIT WEIGHT -- (PCF) (SPEC: - ) 142.07 CONCRETE TEMP. (F) (SPEC: . 40 - 85) 73 NUMBER OF TEST SPECIMEN CAST: . 6 LAB CYLINDER CONTROL NUMBERS: 12424 - 12429 REMARKS:. 1: CONTRACTOR NOTIFIED: LOAD 1: OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/20/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST. TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12424 9/26/01 7 60,500 C 2140 COARSE AGGREGATE #2: LBS:. 12425 9/26/01 7 62,000 C 2190 COARSE AGGREGATE #3: LBS. 12426 10/17/01 28 90,500 C 3200 FINE AGGREGATE: LBS. 12427 10/17/01 • 28 88,000 C 3110 ADMIXTURE #1: OZS. 12428 10/17/01 28 87,000 C 3080 ADMIXTURE #2: OZS. 12429 SPARE ADMIXTURE #3: OZS.' ' AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRU7OHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES. CONSTRUCTION TECHNOLOGY 060( j?? INSPECTION & TESTING DIVISION. P.D.&T.S.. [NC. 4 Williams Street. Ballston Lake, New York 12019 • Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 12: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/18/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12352 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULT S PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: FOOTING: ( SITE SPECIFIC.LOCATION MAP ON FILE ) • LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 157 / 463651 182 / 463653 138 / 463654 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 - 10.00 / 30.00 TIME CONC. BATCHED / ARRIVED: 2.23 / 3.00 2.34 / . 3.20 3.11 / 3.50 TIME PLACEMENT BEGAN/ ENDED: . 3.10 / 3.35 3.40 / 4.10 4.15 / 4.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.20 1.60 1 1.23 SLUMP ON ARRIVAL (INCHES): 4.50 4.00 • 5.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 4.00 5.50 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 139.52 CONCRETE TEMP. (F) (SPEC: 40 - 85) 77 78 76 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: . 12352 - 12357 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 2: OVERTIME; LOAD 3: SLUMP UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: - 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/19/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12352 9/25/01 7 58,000 C 2050 COARSE AGGREGATE #2: LBS. 12353 9/25/01 7 55,000 C 1950 COARSE AGGREGATE #3: LBS. 12354 10/16/01 28 88,000 C 3110 FINE AGGREGATE: LBS. 12355 10/16/01 28 90,500 C 3200 ADMIXTURE #1: OZS. 12356 10/16/01 28 91,000 C 3220 ADMIXTURE #2: OZS. 12357 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER '6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTIOyTEC HNOLOGY TOM JOSLIN, S.E.T. (NICET) • MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION 8.; TESTING DIVISION. P.D.&T.S.. INC. 4 Williams Street. Ballston Lake. New York 12019 Phone: (518) 399-1848 -Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : • 12: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/18/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT.WEATHER : 70's: CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) - ' PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 4 TRUCK NUMBER / TICKET NUMBER: 157 / 463656 YARDAGE DELIVERED / SUBTOTAL: 7.00 / 37.00 TIME CONC. BATCHED / ARRIVED: . 4.09 / 4.50 TIME PLACEMENT BEGAN / ENDED: 4.55 / 5.15 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.10 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE (GALLONS):. WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) UNIT WEIGHT (PCF) (SPEC: - CONCRETE TEMP. (F) (SPEC: 40 - 85) 78 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS: REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. . CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/19/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. COARSE AGGREGATE #2: LBS. COARSE AGGREGATE #3: LBS. FINE AGGREGATE: LBS. ADMIXTURE #1: OZS. ADMIXTURE #2: OZS. ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: • 1: FILE 5: 2: SUPPLIER .6: • 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTION+{ HNOLOGY TOM JOSLLIINNN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY ' 'INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 . • CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 12: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/18/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 - ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12352 CONCRETE FIELD INSPECTION ' COMPRESSIONN TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 1 2 • 3 TRUCK NUMBER / TICKET NUMBER: 157 / 463651 182 / 463653 138 / 463654 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED / ARRIVED: 2.23 / 3.00 2.34 / 3.20 3.11 / 3.50 TIME PLACEMENT BEGAN / ENDED: 3.10 / 3.35 3.40 / 4.10 4.15 / 4.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.20 1.60 . 1 1.23 SLUMP ON ARRIVAL (INCHES): 4.50 4.00 5.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF:. PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 4.00 5.50 1 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 139.52 CONCRETE TEMP. (F) (SPEC: 40 - 85) 77 78 76 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS:' 12352 - 12357 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 2: OVERTIME; LOAD 3: SLUMP UNLESS,NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470,•C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/19/01 SUPPLIERS MIX FORMULA: ' PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. • COARSE AGGREGATE #1: LBS. 12352 9/25/01 7 58,000 C 2050 COARSE AGGREGATE #2: LBS. 12353 9/25/01 7 55,000 C 1950 COARSE AGGREGATE #3: LBS. 12354 10/16/01 28 FINE AGGREGATE: LBS. 12355 10/16/01 28 ADMIXTURE #1: OZS. 12356 10/16/01 28 ADMIXTURE #2: OZS. 12357 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: . OZS. REPORT DISTRIBUTION: 1: FILE 5: • 2: SUPPLIER 6: 3: .7: 4: 8: RESPECTFULLY, CONSTRUCTIONNTT��/`CCHNOLOGY . TOM JOSLIN S.E.T. NICET - MANAGER TECHNICAL SERVICES ,CONSTRUCTION TECHNOLOGY • • INSPECTION & TESTING. DIVISION, P.D.&T.S., INC. • 4 Williams Street, Ballston Lake,New York 12019 • Phone: (518) 399-1848 Fax: (518) 399-1913 _ CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 12: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/18/01 SCHENECTADY, NEW YORK 12303. OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT•WEATHER : 70's: CLOUDY PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : CONCRETE F• I E L D INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) f PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # / LOAD NUMBER: 4 TRUCK NUMBER / TICKET NUMBER: . 157 / 463656 YARDAGE DELIVERED / SUBTOTAL: 7.00 / 37.00 TIME CONC. BATCHED / ARRIVED: 4.09 / 4.50 TIME PLACEMENT BEGAN / ENDED: 4.55 / 5.15 • CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.10 SLUMP ON ARRIVAL (INCHES): 5.00 • WATER ADDED ONSITE (GALLONS):' _ WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 40 - 85) 78 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS: REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. • CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: . 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/19/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: • CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. COARSE AGGREGATE #2: LBS. COARSE AGGREGATE #3: LBS.' FINE AGGREGATE: LBS. ADMIXTURE #1: OZS. ADMIXTURE #2: OZS. ADMIXTURE #3: • • OZS. " AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: . 1: FILE 5: ' 2: SUPPLIER •6: 3: 7: 4: 8: RESPECTFULLY, • CONSTRUC�TIOO TECHNOLOGY • TOM JOS IL N S.E.T. (NICET) MANAGER TECHNICAL SERVICES ' � 1CONSTRUCTION TECHNOLOGY • . INSPECTION & TESTING DIVISION, P.D.&T.S., INC. • 4 Williams Street, Ballston Lake,New York 12019 3 • Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : • 11: PAGE #: 1 • 1021 HIGHBRIDGE ROAD . INSPECTION DATE : 9/17/01 SCHENECTADY, NEW YORK 12303 . OUR FILE NUMBER : 111.086 • INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS • AMBIENT WEATHER : 70's: CLEAR • PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12310 ' - . CONCRETE FIELD I N S PECTION & C O M P R E S S I O N TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF•LOAD # 2: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) . PLACEMENT LOCATION OF LOAD # 3: FOUNDATION WALL: (.SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER:. 1 2 3 TRUCK NUMBER / TICKET NUMBER:_ 150 / 463609 156 / 463610 469 / 463613 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED / ARRIVED: • 2.14 / 2.48 2.31 / 3.20 3.08 / 3.53 ' • ,TIME PLACEMENT BEGAN / ENDED: • 2.58 / 3.18 3.22 / 4.05 4.10 / 4.22 - CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.07. • 1.57 '1 ' 1.23 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 4.50 - WATER ADDED ONSITE (GALLONS): ' WATER ADDED. AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 5.00 4.50 ENTRAINED AIR (% VOL) (SPEC:. - 7.00) 7.20 1 . UNIT WEIGHT (PCF) (SPEC: - .) - 141.05 CONCRETE TEMP. (F). (SPEC: 40• - 85) 79 79 80 NUMBER OF TEST SPECIMEN CAST: . 6 LAB CYLINDER CONTROL NUMBERS: 12310 12315 • REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1: ENTRAINED AIR; LOAD 2: OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 ' CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS • . UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/18/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT:-- LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: -LBS. 12310 9/24/01 . 7 57,000 C 2020 ' COARSE AGGREGATE #2: LBS. 12311 9/24/01 ' 7 59,000 C 2090 COARSE AGGREGATE #3: LBS. . 12312 10/15/01. . 28 86,500 C 3060 FINE AGGREGATE: LBS. 12313 10/15/01 28 88,500 C 3130 ! -. ADMIXTURE #1: OZS. 12314 10/15/01 • .28 88,000 C 3110 ADMIXTURE #2: OZS. 12315 • SPARE ADMIXTURE #3: OZS.. . AIR ENTRAINING AGENT: OZS. . • REPORT DISTRIBUTION: . • 1: FILE 5: _ 2: SUPPLIER_.: ..6: ' 3: 7: 4: 8: RESPECTFULLY, . . CONSTRUCTIO TECHNOLOGY • . 4 TOM JOS IN, S.E.T. (NICET) - . MANAGER TECHNICAL SERVICES • •€O .STRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. • 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 'Fax: (518) 399-1913 CLIENT: PLANK'CONSTRUCTION, INC: REPORT NUMBER : 11: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : • 9/17/01 ' . SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 - INSPECTOR & TEST SET : JOHN TURNBULL #22 .ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR ' PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK • OUR FILE LOCATION : CONCRETE FIELD INSPECTION & COMPRESSION _ T'ES:T RESULTS •PLACEMENT LOCATION OF LOAD # 4: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) • . . .. ' PLACEMENT LOCATION OF LOAD # - PLACEMENT LOCATION OF LOAD # • LOAD NUMBER: 4 TRUCK NUMBER / TICKET-NUMBER; 461 / 463614 YARDAGE DELIVERED / SUBTOTAL: 8.00 / 38.00 TIME CONC. BATCHED / ARRIVED: 3.18 / . 4.00 . TIME PLACEMENT BEGAN / ENDED: - 4.30 / 4.48 . . CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.50 SLUMP ON ARRIVAL (INCHES): - 5.00 WATER ADDED ONSITE (GALLONS): . WATER ADDED AT DISCRETION OF:. ' PLACEMENT SLUMP (INCH) (SPEC: • - 5.00) 5.00 . ,ENTRAINED AIR (% VOL) (SPEC:. - 7.00) . UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 40 - 85) 81 NUMBER OF TEST SPECIMEN CAST: LAB CYLINDER CONTROL NUMBERS- REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/18/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: • CEMENT: LBS. . CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. • COARSE-AGGREGATE #2: LBS. I - , COARSE AGGREGATE #3: LBS. FINE AGGREGATE: : LBS. I ADMIXTURE #1: OZS. ADMIXTURE #2: • OZS. ADMIXTURE.#3: OZS. - . AIR ENTRAINING AGENT: . OZS. ' • • REPORT DISTRIBUTION: . ' . 1: FILE . 5: . -. . 2:'SUPPLIER - 6: 3: 7: . 4: .8: - RESPECTFULLY, ' CONSTRUCTIG ON,TECt�NOLOGY . - TOM JOSLIN, S.E.T. (NICET) _ MANAGER TECHNICAL SERVICES - CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518).399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 11: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/17/01 , SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12310 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT' LOCATION OF LOAD # 1: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 150 / 463609 156 / 463610 469 / 463613 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 10.00 / 20.00 10.00 / 30.00 TIME CONC. BATCHED / ARRIVED: 2.14 / 2.48 2.31 / 3.20 3.08 / 3.53 TIME PLACEMENT BEGAN / ENDED: 2.58 / 3.18 3.22 / 4.05 4.10 / 4.22 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) ,1.07 1.57 1 1.23 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 4.50 WATER ADDED ONSITE (GALLONS): . WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: -. 5.00) 5.00 5.00 4.50 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 7.20 1 UNIT WEIGHT (PCF) (SPEC: - ) 141.05 _ CONCRETE TEMP. (F) (SPEC: 40 - 85) 79 79 80 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 12310 - 12315 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1: ENTRAINED AIR; LOAD 2: OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: '3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/18/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: - LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12310 9/24/01 7 57,000 C 2020 COARSE AGGREGATE #2: LBS. 12311 9/24/01 7 59,000 C 2090 COARSE AGGREGATE #3: LBS. 12312. 10/15/01 28 FINE AGGREGATE: LBS. 12313 10/15/01 28 ADMIXTURE #1: OZS. 12314 10/15/01 28 ADMIXTURE #2: OZS. 12315 SPARE ADMIXTURE #3: OZS. . AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: ' 1: FILE 5: 2: SUPPLIER 6: 3: 7: , 4: 8: • RESPECTFULLY, CONSTRUCTION �NOLOGY TOM JOSLIN, SS..E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 • Phone: (518) 399-1848. Fax: (518) 399-1913 • CLIENT: PLANK CONSTRUCTION, INC. • REPORT NUMBER 11: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/17/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: . BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : CONCRETE FIELD INSPECTION & • COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FyILE ) PLACEMENT LOCATION OF.LOAD # PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 4 TRUCK NUMBER / TICKET NUMBER: 461 / 463614 YARDAGE DELIVERED / SUBTOTAL: 8.00 / 38.00 TIME CONC. BATCHED / ARRIVED: 3.18 / 4.00 TIME PLACEMENT BEGAN / ENDED:. .4.30 / 4.48 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.50 SLUMP ON ARRIVAL (INCHES): 5.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 5.00 • ENTRAINED AIR (% VOL) (SPEC: - 7.00) UNIT WEIGHT (PCF) (SPEC: - ) CONCRETE TEMP. (F) (SPEC: 40 - 85) 81 NUMBER OF TEST SPECIMEN CASTS . • LAB CYLINDER CONTROL NUMBERS: REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: . 3000 P.S.I. @ 28 DAYS • UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/18/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. • NUMBER DATE . AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. COARSE AGGREGATE #2: LBS. COARSE AGGREGATE #3: LBS. FINE AGGREGATE: LBS. ADMIXTURE #1: OZS. ADMIXTURE #2: OZS. ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. • REPORT.DISTRIBUTION: 1: FILE 5: . 2: SUPPLIER 6: - 3: 7: • • 4: 8: . RESPECTFULLY, CONSTRUC,,TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY IRECRVED INSPECTION & TESTING DIVISION, P.D.&T.S., INC. SEP 4 4 Williams Street; Ballston Lake, New York 120192001 Phone: (518) 399-1848 Fax.: (518) 399-1913 TOWN OF QUEENSBURY BUILDING AND CODE CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : " •10: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/14/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 • INSPECTOR & TEST SET : CLAUS CASPER #10 ' ATT'N: MR. MARC RIVERS AMBIENT. WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12234 CONCRETE FIELD INSPECTION & C O M P R E S S I O N TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: WASH BAY PLACEMENT LOCATION OF LOAD # / PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 138 / 463558 YARDAGE DELIVERED / SUBTOTAL: 5.50 / 5.50. TIME CONC. BATCHED / ARRIVED: 1.45 / 2.20 TIME PLACEMENT BEGAN / ENDED: 2.25 / 2.53 . CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.13 SLUMP ON ARRIVAL (INCHES): 4.50 • WATER ADDED ONSITE (GALLONS):. WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 ENTRAINED AIR (% VOL) (SPEC: - 7.00) '6.00 UNIT WEIGHT (PCF) (SPEC: - ) 141.56 CONCRETE TEMP. (F) (SPECi 40 - 85) 80 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 12234 - 12239 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. . CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/17/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12234 9/21/01 7 60,500 C 2140 COARSE AGGREGATE #2: LBS. 12235 9/21/01 7 61,000 C 2160 COARSE AGGREGATE #3: - LBS. 12236 10/12/01 28 FINE AGGREGATE: LBS. 12237 10/12/01 28 ADMIXTURE #1: OZS. 12238 10/12/01 28 ADMIXTURE #2: OZS. 12239 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. • REPORT DISTRIBUTION: • 1: FILE 5: 2: SUPPLIER :6:. 3: 7: 4: 8: . RESPECTFULLY, CONSTRUCTIO• OLOGY TOM JOS IN, .E.T. (NICET) . . MANAGER`TECHNICAL SERVICES • ,CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 • CLIENT: PLANK CONSTRUCTION; INC. REPORT NUMBER : 10: PAGE #: 1 1021 HIGHBRIDGE ROAb INSPECTION DATE : 9/14/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10' ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12234 CONCRETE F I EL D INSPECTION & COMPRESSION. 'TEST RESULT S. PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: WASH BAY - �- PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 TRUCK NUMBER / TICKET.NUMBER: . 138 / 463558 : • • YARDAGE DELIVERED / SUBTOTAL:. 5.50 / 5.50 TIME CONC. BATCHED / ARRIVED:. 1.45 / 2.20 TIME PLACEMENT BEGAN / ENDED: 2.25 / 2.53 • CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.13 SLUMP ON ARRIVAL (INCHES): 4.50 . WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF:. PLACEMENT SLUMP (INCH) (SPEC: 5.00) 4.50 • ENTRAINED AIR (% VOL) (SPEC: • 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 141.56 CONCRETE TEMP. (F) (SPEC:' " 40 - 85) 80 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 12234 - 12239 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: - CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/17/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. ' CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS -& BREAK TYPE P.S.I. WATER: GAL. • COARSE AGGREGATE #1: LBS. 12234 9/21/01 7 60,500 C 2140 COARSE AGGREGATE #2: LBS. 12235 9/21/01 7 61,000 C 2160 COARSE AGGREGATE #3: LBS. 12236 10/12/01 28 88,000 C 3110 FINE AGGREGATE: LBS. 12237 . 10/12/01 28 90,000 C 3180 ADMIXTURE #1: . OZS. 12238 10/12/01 28 88,000 C 3110 ADMIXTURE #2: OZS. 12239 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: • 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTI TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES . CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 9: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/13/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: RAIN PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12198 CONCRETE FIELD I N SPEC T I O N & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: APARATUS BAY WEST WALL PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: APARATUS BAY NORTH WALL, WEST END PLACEMENT LOCATION OF•LOAD # 3: FOUNDATION WALL: APARATUS BAY NORTH WALL, CENTER / LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 157 / 463526 138 / 463528 178 / 463530 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 9.00 / 19.00 9.00 / 28.00 TIME CONC. BATCHED / ARRIVED: 1.43 / 2.24 2.17 / 2.45 2.28 / 3.10 TIME PLACEMENT BEGAN / ENDED: 2.35 / 2.50 2.55 / 3.24 3.30 / 3.50 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.12 1.12 1.37 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC:. - 5.00) 5.00 5.00 5.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 7.00 UNIT WEIGHT (PCF) (SPEC: - ) 136.47 CONCRETE TEMP. (F) (SPEC': 40 - 85) . 72 78 77 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS; . 12198 - 12203 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/14/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12198 9/20/01 7 57,500 C 2030 COARSE AGGREGATE #2: LBS. 12199 9/20/01 7 55,000 C 1950 COARSE AGGREGATE #3: . LBS. 12200 10/11/01 • 28 FINE AGGREGATE: LBS. • 12201 10/11/01 28 ADMIXTURE #1: OZS.' 12202 10/11/01 28 ADMIXTURE #2: OZS. 12203 SPARE ADMIXTURE #3: OZS. • • AIR ENTRAINING AGENT: OZS. . REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER •6: 3: 7: 4: 8: RESPECTFULLY, . CONSTRUCTIONNOLOGY TOM JOSCiN, S.E.T. (NICET) . MANAGER TECHNICAL SERVICES _CO-NSTRUCTION TECHNOLOGY � JINSPECTION & TESTING DIVISION, P.D.&T.S., INC. RECEIVED �� 4 Williams Street, Ballston Lake,New York 12019 0 Phone: (518) 399-1848. Fax: (518) 399-1913 OCT 1 5 200 ii CLIENT: PLANK CONSTRUCTION, INC. TOW;);),4 Y�2,y` i+:j1a',:BURY 9: PAGE #: 1 1021 HIGHBRIDGE ROAD �1"1 d7" •/13/01 SCHENECTADY, NEW YORK 12303 • OUR FILE NUMBER 111.086 INSPECTOR & TEST SET : CLAUS CASPER - #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: RAIN PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12198 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL:.APPARATUS BAY WEST WALL y PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: APPARATUS BAY NORTH WALL, WEST END PLACEMENT LOCATION OF LOAD # 3: FOUNDATION WALL: APPARATUS BAY NORTH WALL, CENTER / LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 157 / 463526 138 / 463528 178 / 463530 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 9.00 / 19.00 9.00 / 28.00 TIME CONC. BATCHED / ARRIVED:. 1.43 / 2.24 2.17 / 2.45 2.28 / 3.10 TIME PLACEMENT BEGAN / ENDED: 2.35 / 2.50 2.55 / 3.24 3.30 / 3.50 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.12 1.12 1.37 SLUMP ON ARRIVAL (INCHES): 5.00 5.00 5.00 WATER ADDED ONSITE (GALLONS): . WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: — 5.00) 5.00 5.00 5.00 ENTRAINED AIR (% VOL) (SPEC: — 7.00) 7.00 . UNIT WEIGHT (PCF) (SPEC: — ) 136.47 CONCRETE TEMP. (F) (SPEC: 40 — 85) 72 78 77 NUMBER OF TEST SPECIMEN CAST:' 6 LAB CYLINDER CONTROL NUMBERS: 12198 — 12203 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: - 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/14/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12198 9/20/01 7 57,500 C 2030 COARSE AGGREGATE #2: LBS. 12199 9/20/01 7 55,000 C 1950 COARSE AGGREGATE #3: LBS. 12200 10/11/01 28 117,000 C 4140 FINE AGGREGATE: LBS. 12201 10/11/01 28 119,500 C 4230 ADMIXTURE #1: OZS. 12202 10/11/01 28 119,000 C 4210 ADMIXTURE #2: OZS. 12203 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. e REPORT DISTRIBUTION: • 1: FILE 5: 2: SUPPLIER 6: . 3: 7: 4: 8: RESPECTFULLY, " CONSTRUCT CHNOLOGY TOM J L N S.E.T. (NIC ET) ET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOG)RECEIVE® INSPECTION & TESTING DIVISION, P.D.&T:S., INC. /f)� 4 Williams Street, Ballston Lake. New York 12019 OCT 1 5 2001 d �p? Phone: (518) 399-1848 Fax: (518)•399-1913 TOWN OF QUEENSBUR PLANNING OFFICE • CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 8: PAGE #: 1 1021 HIGHBR-IDGE ROAD INSPECTION DATE : 9/12/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : ROBERT BEHAN #6 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12037 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: INTERIOR FOOTINGS: BETWEEN COLS. 6 & 8 PLACEMENT LOCATION OF LOAD # 2: INTERIOR FOOTINGS: BETWEEN COLS. 6 & 8 PLACEMENT LOCATION OF LOAD # : LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 150 / 463497 152 / 463499 YARDAGE DELIVERED / SUBTOTAL:. 9.00 / 9.00 9.00 / 18.00 TIME CONC. BATCHED / ARRIVED:' 1.35 / 2.15 2.01 / 2.44 TIME PLACEMENT BEGAN / ENDED: 2.30 / 2.49 2.56 / 3.13 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.23 1.20 SLUMP ON ARRIVAL (INCHES): 3.75 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OFF PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.75 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.80 UNIT WEIGHT (PCF) (SPEC: - ) 140.54 • CONCRETE TEMP. (F) (SPEC: 40 - 85) 83 82 NUMBER OF TEST SPECIMEN CAST: 6 ' LAB CYLINDER CONTROL NUMBERS: 12037 - 12042 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/13/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12037 9/19/01 7 58,000 C 2050 COARSE AGGREGATE #2: LBS. 12038 9/19/01 7 60,000 C 2120 COARSE AGGREGATE #3: • LBS. 12039 10/10/01 28 88,500 C 3130 FINE AGGREGATE: LBS. 12040 10/10/01 28 87,000 C 3080 ADMIXTURE #1: OZS. 12041 10/10/01 28 89,000 C 3150 ADMIXTURE #2: OZS. 12042 SPARE ADMIXTURE #3: . OZS. AIR ENTRAINING AGENT: - OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCT)W LOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES 44 CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 8: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/12/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : ROBERT BEHAN #6 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 12037 CONCRETE FI E L D INSPECTION & COMPRESSION TEST RESULTS y PLACEMENT LOCATION OF LOAD # 1: INTERIOR FOOTINGS: BETWEEN COLS. 6 & 8 PLACEMENT LOCATION OF LOAD # 2: INTERIOR FOOTINGS: BETWEEN COLS. 6 & 8 / PLACEMENT LOCATION OF LOAD # • LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER; 150 / 463497 152 / 463499 YARDAGE DELIVERED / SUBTOTAL: 9.00 / 9.00 9.00 / 18.00 TIME CONC. BATCHED / ARRIVED: • 1.35 / 2.15 2.01 / 2.44 TIME PLACEMENT BEGAN /ENDED: 2.30 / 2.49 2.56 / 3.13 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.23 1.20 SLUMP ON ARRIVAL (INCHES): 3.75 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.75 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.80 UNIT WEIGHT (PCF) (SPEC: - ) 140.54 CONCRETE TEMP. (F) (SPEC: 40 - 85) 83 82 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS:. 12037 - 12042 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS ' UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/13/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: - LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 12037 9/19/01 . 7 58,000 C 2050 COARSE AGGREGATE #2: LBS. 12038 9/19/01 7 60,000 C .2120 COARSE AGGREGATE #3: LBS.. 12039 10/10/01 28 FINE AGGREGATE: LBS. 12040 10/10/01 28 ADMIXTURE #1: OZS. 12041 10/10/01 28 ADMIXTURE #2: OZS. 12042 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT:. OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: . 4: 8: RESPECTFULLY, CONSTRUCTI TECHNOLOGY TOM Jt7 / .T. NICET E ( ) MANAGER TECHNICAL SERVICES . :t CONSTRUCTION TECHNOLOGY -� ,- INSPECTION & TESTING DIVISION. P.D.&T.S.. INC. ty'`` I� µ 4 Williams Street. Ballston Lake.New York 12019 Phone: (i 18) 399-1848 Fax: (5 18) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 7: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/11/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11908 C ONCRETE. FIELD INSPECTION & COMPRESSION T' E S T RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: ( SITE SPECIFIC LOCATION MAP ON FILE ) PLACEMENT LOCATION OF LOAD # 3: FOOTING: ( SITE SPECIFIC LOCATION MAP ON FILE ) LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: • 152 / 463453 __ 123 /_ 463454 150-/ 46.3455 YARDAGE DELIVERED / SUBTOTAL: 11.00 / 11.00 10.00 / 21.00 11.00 / 32.00 TIME CONC. BATCHED / ARRIVED: 1.10 / 2.02 1.31 / 2.07 1.54 / 2.35 TIME PLACEMENT BEGAN / ENDED: 2.07 / 2.30 2.39 / 2.55 3.00 / 3.15 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.33 1.40 1.35 SLUMP ON ARRIVAL (INCHES):- 3.50 4.00 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.50 4.00 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.60 UNIT.WEIGHT (PCF) (SPEC: - ) 141.56 CONCRETE TEMP. (F) (SPEC: 40 - 85) 80 81 81 NUMBER OF TEST SPECIMEN CAST:.. 6 LAB CYLINDER CONTROL NUMBERS: 11908 - 11913 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/12/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11908 9/18/01 7 59,000 C 2090 COARSE AGGREGATE #2: LBS. _ 11909 9/18/01 7 __ 61,000C_ 2160 _ COARSE AGGREGATE #3: LBS. 11910 10/ 9/01 28 89,000 C 3150 FINE AGGREGATE: LBS. . 11911 10/ 9/01 28 88,000 C 3110 ADMIXTURE #1: OZS. 11912 10/ 9/01 28 87,500 C 3100 ADMIXTURE #2: - OZS. 11913 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. ' REPORT DISTRIBUTION: 1: F-ILE 5: 2: SUPPLIER 6: 4: .;- 8: RESPECTFULLY, CONSTR TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES .C7� CONSTRUCTION TECHNOLOGY -\.ypcp INSPECTION & TESTING DIVISION. P.D.&T.S.. INC. 4 Williams Street. Ballston Lake. New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 6: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/10/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: LT. RAIN PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11866 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: NORTH ENTRANCE PLACEMENT LOCATION OF LOAD # 2: FOOTING: NORTH ENTRANCE LIFT 2 PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 178 / 463411 138 / 463412 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 9.00 / 19.00 TIME CONC. BATCHED / ARRIVED: 1.36 / 2.05 2.04 / 2.30 TIME PLACEMENT BEGAN / ENDED: 2.10 / 2.38 2.40 / 3.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.03 1.35 • SLUMP ON ARRIVAL (INCHES): 3.50 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.50 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 5.50 UNIT WEIGHT (PCF) (SPEC: - ) 143.09 CONCRETE TEMP. (F) (SPEC: 40 - 85) 81 81 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11866 - 11871 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/11/01 SUPPLIERS MIX FORMULA: . PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. • NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11866 9/17/01 7 56,000 C 1980 COARSE AGGREGATE #2: LBS. 11867 9/17/01 7 58,500 C 2070, COARSE AGGREGATE #3: LBS. 11868 10/ 8/01 28 89,500 C 3170 FINE AGGREGATE: LBS. 11869 10/ 8/01 28 90,500 C 3200 ADMIXTURE #1: OZS. 11870 10/ 8/01 .28 92,000 C 3250 ADMIXTURE #2: OZS. 11871 SPARE ADMIXTURE #3: _ OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake, New York 120 L9 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 6: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/10/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : JOHN TURNBULL #22 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: LT. RAIN PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11866 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: NORTH ENTRANCE PLACEMENT LOCATION OF LOAD # 2: FOOTING: NORTH ENTRANCE LIFT 2 PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 2 TRUCK NUMBER / TICKET NUMBER: 178 / 463411 138 / 463412 YARDAGE DELIVERED/ SUBTOTAL: 10.00 / 10.00 9.00 / 19.00 TIME CONC. BATCHED / ARRIVED: 1.36 / 2.05 2.04 / 2.30 TIME PLACEMENT BEGAN / ENDED- 2.10 / 2.38 2.40 / 3.25 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.03 1.35 SLUMP ON ARRIVAL (INCHES): 3.50 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.50 • 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 5.50 UNIT WEIGHT (PCF) (SPEC: - ) 143.09 CONCRETE TEMP. (F) (SPEC: 40 - 85) 81 81 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11866 - 11871 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/11/01 SUPPLIERS MIX FORMULA: _ PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11866 9/17/01 7 56,000 C 1980 COARSE AGGREGATE #2: LBS. 11867 9/17/01 7 58,500 C 2070 COARSE AGGREGATE #3: LBS. 11868 10/ 8/01 28 FINE AGGREGATE: LBS. 11869 10/ 8/01 • 28 ADMIXTURE #1: OZS. 11870 . 10/ 8/01 28 ADMIXTURE #2: OZS." 11871 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: • 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTI TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) . MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY `N/ED INSPECTION & TESTING DIVISION, P.D.&T.S., INC. SEP 1 7 2001 4 Williams Street, Ballston Lake, New York 12019 • Phone: (518) 399-1848 Fax: (518) 399-1913 TOWN OF QUEENSBURY BUILDING AND CODE CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 5: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/ 7/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 • INSPECTOR & TEST SET : DAVID CASAW #5 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 80's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11788 CONCRETE FIELD INSPECTION & COMPRESSION . TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: B.5/5 - B.5/1 - A.5/1 ' PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 164 / 463361 YARDAGE DELIVERED / SUBTOTAL: 10.00 / 10.00 TIME CONC. BATCHED / ARRIVED:. 2.27 / 3.03 TIME PLACEMENT BEGAN / ENDED:. 3.08 / 3.20 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) .88 ' SLUMP ON ARRIVAL (INCHES): 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF.: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 5.20 UNIT WEIGHT (PCF) (SPEC: - ) 141.05 CONCRETE TEMP. (F) (SPEC: 40 - 85) . 72 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11788 - 11793 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/10/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11788 9/14/01 7 67,000 C 2370 COARSE AGGREGATE #2: . LBS. - 11789 9/14/01 - 7 65,500 C 2320 COARSE AGGREGATE #3: LBS. 11790 10/ 5/01 28 FINE AGGREGATE: LBS. 11791 10/ 5/01 28 ADMIXTURE #1: OZS. 11792 .10/ 5/01 28 ADMIXTURE #2: OZS. 11793 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: . 4: 8: RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES • CONSTRUCTION TECHNOLOGY " dd INSPECTION & TESTING D[VISION; P.D.&T.S.. INC. fr°74.... f 4 Williams Street, Ballston Lake,NOW York 12019 rP Phone: (518) 399-1848 Fax: (518) 399-1913 acti- l CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER: 5 PAGE: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE: 09/07/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER: 111.086 ATT'N: MR. MARC RIVERS FIELD INSPECTOR: DAVID CASAW PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY; NEW YORK . SOIL COMPACTION VERIFICATION REPORT I N PyL A C E SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAXIMUM-DENSITY PCF I MATERIALS DESCRIPTION MATERIALS SOURCE 2676 11.1 117.9 • I SAND, f; some f gravel; trace Silt/Clay ONSITE MATERIAL FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G. = FINISH GRADE = TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD: ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR I MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 2676 FINISH GRADE FOOTING SUBGRADE @ B.5/4 4.2 % 113.1 PCF 95.9 % 2 2676 FINISH GRADE FOOTING SUBGRADE @ B.5/2 5.0 % 112.5 PCF 95.4 % 3 2676 FINISH GRADE FOOTING SUBGRADE @ B.5/1 5.6 % 112.8 PCF 95.7 % 4 2676 FINISH GRADE FOOTING SUBGRADE @ B/1 4.4 % 113.6 PCF 96.4 % • • • REPORT DISTRIBUTION: GENERAL NOTES: RESPECTFULLY, 1: FILE 1. D-1556 = SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: MR. D. HATIN, QBD 2. D-2922 = NUCLEAR GAUGE METHOD OF TEST 3: 3. FF = FINISH FLOOR 4: 4. FG = FINISH GRADE 5: 5. TOM JOSLIN, S.E.T. (NICET) 6: 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY q INSPECTION & TESTING DIVISION, P.D.&T.S., INC. c:P30 l r -37 g 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 4: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/ 5/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11600 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: C/6 - C/10 PLACEMENT LOCATION OF.LOAD #. 2: FOUNDATION WALL: C/6 - B/6 - B/8 - B.4/8 - B.4/6 PLACEMENT LOCATION OF LOAD # 3: FOUNDATION WALL: B.5/9 - B.5/8 - B/8 - C/8 LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 153 / 463243 138 / 463244 123 / 463245 YARDAGE_DELIVERED / SUBTOTAL: 11.50 / 11.50 10.00 / 21.50 10.00 / 31.50 TIME CONC. BATCHED / ARRIVED: 1.46 / 2.22 1.55 / 2.30 2.15 / 2.53 TIME PLACEMENT BEGAN / ENDED: 2.30 / 2.54 3.00 / 3.15 3.17 / 3.35 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.13 1.33 1.33 SLUMP ON ARRIVAL (INCHES): 4.25 4.50 4.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.25 4.50 4.50 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.40 UNIT WEIGHT (PCF) (SPEC: - ) 139.52 CONCRETE TEMP. (F) (SPEC: 40 - 85) 72 73 73 NUMBER OF TEST SPECIMEN CAST; 6 LAB CYLINDER CONTROL NUMBERS: 11600 - 11605 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/ 6/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: • LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11600 9/12/01 7 64,500 C 2280 COARSE AGGREGATE #2: LBS. 11601 9/12/01 7 62.500 C 2210 COARSE AGGREGATE #3: _ LBS. 11602 10/ 3/01 28 88,000 C 3110 FINE AGGREGATE: LBS. 11603 10/ 3/01 28 87,000 C 3080 ADMIXTURE #1: OZS.• 11604 10/ 3/01 28 89,500 C 3170 ADMIXTURE #2: OZS. 11605 SPARE ADMIXTURE #3: OZS. - AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: - 4: 8: RESPECTFULLY, CONSTRUCTTI TECHNOLOGY TOM JO LIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CO1` STRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION; P.D.&T.S.. INC. 4 Williams Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 4: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/ 5/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11606 CONCRETE FI E L D INSPECTION & C O M P R E SrS I O N TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: FOUNDATION WALL: C/6 - C/10 LIFT 2 • PLACEMENT LOCATION OF LOAD # 5: FOUNDATION WALL: C/6 - B/6 - B/8 - B.4/8 - B.4/6 LIFT 2 PLACEMENT LOCATION OF LOAD # % LOAD, NUMBER: 4 5 TRUCK NUMBER / TICKET NUMBER: 151 / 463246 164 / 463247 YARDAGE DELIVERED / SUBTOTAL: 11.50 / 43.00 10.00 / 53.00 TIME CONC. BATCHED / ARRIVED: • 2.45 / 3.15 2.53 / 3.30 TIME PLACEMENT BEGAN / ENDED: 3.40 / 4.00 4.05 / 4.23 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.25 1.50 SLUMP ON ARRIVAL (INCHES): 4.50 4.25 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 4.25 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - ) 137.99 CONCRETE TEMP. (F) (SPEC: 40 - 85) 73 75 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11606 - 11611 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31,, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: •3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/ 6/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: _ LBS. 11606 9/12/01 ' 7 60,500 C 2140 COARSE AGGREGATE #2: LBS. 11607 9/12/01 7 58,000 C 2050 COARSE AGGREGATE #3: LBS.• 11608 10/ 3/01 28 86,500 C 3060 FINE AGGREGATE: LBS. 11609 10/ 3/01 28 88,000 C 3110 ADMIXTURE #1: OZS. 11610 10/ 3/01 •28 88,500 C 3130 ADMIXTURE #2: OZS. 11611 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT:• OZS. REPORT DISTRIBUTION: • 1: FILE 5: . 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTIO TECHNOLOGY TE� TOM JOSGLf S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518)399-1913 . CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 4: PAGE #: 1 1021 HIGHBRIDGE ROAD • INSPECTION DATE : 9/ 5/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11600 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOUNDATION WALL: C/6 - C/10 PLACEMENT LOCATION OF LOAD # 2: FOUNDATION WALL: C/6 - B/6 - B/8 - 8.4/8 - B.4/6 PLACEMENT LOCATION OF LOAD # 3: FOUNDATION WALL: 6.5/9 - B.5/8 - B/8 - C/8 LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET NUMBER: 153 / 463243 138 / 463244 123 / 463245 YARDAGE DELIVERED / SUBTOTAL: 11.50 / 11.50 10.00 / 21.50 10.00 / 31.50 TIME CONC. BATCHED / ARRIVED: 1.46 / 2.22 1.55 / 2.30 2.15 / 2.53 TIME PLACEMENT BEGAN / ENDED: 2.30 / 2.54 3.00 / 3.15 3.17 / 3.35 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.13 1.33 1.33 SLUMP ON ARRIVAL (INCHES):' 4.25 4.50 4.50 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.25 4.50 4.50 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.40 UNIT WEIGHT (PCF) (SPEC: - ) 139.52 CONCRETE TEMP. (F) (SPEC: 40 -• 85) 72 73 73 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11600 - 11605 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/ 6/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11600 9/12/01 7 64,500 C 2280 COARSE AGGREGATE #2: - LBS. - 11601 9/12/01 - -7 - 62,500 C 2210 COARSE AGGREGATE #3: LBS. 11602 10/ 3/01 28 FINE AGGREGATE: LBS. 11603 10/ 3/01 28 ADMIXTURE #1: OZS. 11604 10/ 3/01 28 ADMIXTURE #2: • OZS. 11605 SPARE ADMIXTURE #3: - OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE -5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JOSCIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. • 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (5.18) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. . REPORT NUMBER : 4: PAGE #: 2 1021 HIGHBRIDGE ROAD INSPECTION DATE : 9/ 5/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11606 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 4: FOUNDATION WALL: C/6 - C/10 LIFT 2 PLACEMENT LOCATION OF LOAD # 5: FOUNDATION WALL: C/6 - B/6 - B/8 - B.4/8 - B.4/6 LIFT 2 PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 4 5 TRUCK NUMBER / TICKET NUMBER: 151 / 463246 164 / 463247 YARDAGE DELIVERED / SUBTOTAL: 11.50 / 43.00 10.00 / 53.00 TIME CONC. BATCHED / ARRIVED: 2.45 / 3.15 2.53 / 3.30 TIME PLACEMENT BEGAN / ENDED: 3.40 / 4.00 4.05 / 4.23 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.25 1.50 SLUMP ON ARRIVAL (INCHES): 4.50 4.25 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: 5.00) 4.50 4.25 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - ) 137.99 CONCRETE TEMP. (F) (SPEC:. 40 - 85) 73 75 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11606 - 11611 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 9/ 6/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11606 9/12/01 7 60,500 C 2140 COARSE AGGREGATE #2: . LBS. 11607 9/12/01 7 .58,000 C 2050 COARSE AGGREGATE #3: LBS. 11608 10/ 3/01 28 FINE AGGREGATE: LBS. 11609 10/ 3/01 28 ADMIXTURE #1: OZS. 11610 10/ 3/01 28 ADMIXTURE #2: OZS. 11611 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUCTI TECHNOLOGY TOM JOSLIN, S.E.T. (NICET) . MANAGER TECHNICAL SERVICES • CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.• INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 . CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 3: PAGE #: 1 . 1021 HIGHBRIDGE ROAD INSPECTION DATE : 8/28/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 • INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11244 • CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS • PLACEMENT.LOCATION OF LOAD I 1: FOOTING: B/5 - B/6 y PLACEMENT'LOCATION OF LOAD # . PLACEMENT LOCATION OF LOAD # / LOAD NUMBER: 1 • TRUCK NUMBER / TICKET NUMBER: 153 / 463092 YARDAGE DELIVERED / SUBTOTAL: 11.00 / 11.00 . TIME CONC. BATCHED / ARRIVED: ' 10.01 / 10.48 TIME PLACEMENT BEGAN / ENDED: 10.52 / 11.28 • CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.45 SLUMP ON ARRIVAL (INCHES): 4.50 WATER ADDED ONSITE (GALLONS): ' • WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 7.10 1 UNIT WEIGHT (PCF) (SPEC: - ) . 141.56 CONCRETE TEMP. (F). (SPEC: 40 - 85) 77 NUMBER OF TEST. SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11244 - 11249 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1: ENTRAINED AIR UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 8/29/01 SUPPLIERS MIX.FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS.. NUMBER DATE. AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11244 9/ 4/01 ' 7 90,500 C 3200 COARSE AGGREGATE #2: LBS. 11245 9/ 4/01 7 -• 88,500.0 3130 COARSE AGGREGATE #3: LBS. 11246 9/25/01 28 121,500 C 4300 FINE AGGREGATE: • LBS. 11247 9/25/01 28 119,500 C 4230 ADMIXTURE #1: . OZS. 11248 9/25/01 . 28 117,500 C 4160 ADMIXTURE #2: OZS. 11249 SPARE ADMIXTURE #3: OZS.. AIR ENTRAINING AGENT: • OZS. REPORT DISTRIBUTION: .• . 1: FILE . 5: • 2: SUPPLIER 6: . 3: 7: 4: '8: RESPECTFULLY, • CONSTRUCrIOOLOGY TOM JOSLIN, S.E.T. (NICET) • MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 3: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 8/28/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 70's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11244 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: B/5 - B/6 PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 153 / 463092 -YARDAGE DELIVERED / SUBTOTAL: 11.00 / 11.00 TIME CONC. BATCHED / ARRIVED: 10.01 / 10.48 TIME PLACEMENT BEGAN / ENDED: 10.52 / 11.28 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.45 SLUMP ON ARRIVAL (INCHES): 4.50 WATER ADDED ONSITE (GALLONS): . WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 ENTRAINED AIR (Z VOL) (SPEC: - 7.00) 7.10 1 UNIT WEIGHT (PCF) (SPEC: - ) 141.56 CONCRETE TEMP. (F). (SPEC: 40 - 85) 77 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11244 - 11249 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1: ENTRAINED AIR UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 8/29/01 SUPPLIERS MIX FORMULA: ' PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT ' CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11244 9/ 4/01 7 90,500 C 3200 COARSE AGGREGATE #2: LBS. 11245 9/ 4/01 7 88,500 C 3130 COARSE AGGREGATE #3: LBS. 11246 9/25/01 28 - - FINE AGGREGATE: LBS. 11247 9/25/01 28 ADMIXTURE #1: OZS. 11248 9/25/01 28 ADMIXTURE #2: OZS. 11249 SPARE ADMIXTURE #3: - OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE 5: 2: SUPPLIER 6: 3: .7: 4: 8: RESPECTFULLY, CONSTRUCTI TECHNOLOGY TOM IN, .E.T. (NICET) - MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 2: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 8/27/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 80's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11083 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD #• 1: FOOTING: A/6 - B/6, A/8.5 - B/8.5 PLACEMENT LOCATION OF LOAD # PLACEMENT LOCATION OF LOAD # LOAD NUMBER: 1 • TRUCK NUMBER / TICKET NUMBER: 179 / 463061 -YARDAGE DELIVERED / SUBTOTAL: 8.00 / 8.00 TIME CONC. BATCHED / ARRIVED: 1.27 / 2.05 TIME PLACEMENT BEGAN / ENDED: 2.30 / 3.12 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.75 1 SLUMP ON ARRIVAL (INCHES): 3.75 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.75 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - ) 142.07 CONCRETE TEMP. (F) (SPEC: 40 - 85) 79 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11083 - 11088 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1: OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 8/28/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11083 9/ 3/01 7 58,000 C 2050 COARSE AGGREGATE #2: - LBS. 11084 9/ 3/01 7 61,000 C 2160 COARSE AGGREGATE #3: LBS. 11085 9/24/01 28 FINE AGGREGATE: LBS.' 11086 9/24/01 28 ADMIXTURE #1: OZS. 11087 9/24/01 28 ADMIXTURE #2: OZS. 11088 SPARE ADMIXTURE #3: OZS. • AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE .5: - 2: SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY, CONSTRUC�TIOO NOLOGY TOM JO3tZ N S.E.T. NICET MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY � 1- 3g4' INSPECTION & TESTING DIVISION. P.D.&T.S., INC. 4 Williams Street, Ballston Lake,New York 12019 SEP 2 7 2001 Phone: (518) 399-1848 Fax: (518) 399-1913 TOWN OF QUEENSBURY CLIENT: PLANK CONSTRUCTION, INC. REPORT WINO AND CQEE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 8/27/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 • INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: . MR. MARC RIVERS • AMBIENT WEATHER : 80's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION : 11083 " CONCRETE FIELD INSPECTION & COMPRESSION T.E S T RESULTS ' PLACEMENT LOCATION OF LOAD #- 1: FOOTING: A/6 - B/6, A/8.5 - B/8.5 f PLACEMENT LOCATION OF LOAD .# PLACEMENT LOCATION OF LOAD # / LOAD NUMBER: 1 TRUCK NUMBER / TICKET NUMBER: 179 / 463061 YARDAGE DELIVERED / SUBTOTALi 8.00 / 8.00 TIME CONC. BATCHED / ARRIVED: 1.27 / 2.05 TIME PLACEMENT BEGAN / ENDED: 2.30 / 3.12 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.75 1 SLUMP ON ARRIVAL (INCHES): 3.75 WATER ADDED ONSITE (GALLONS): . WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 3.75 . ENTRAINED AIR (% VOL) (SPEC:- - 7.00) •. 5.80 UNIT WEIGHT (PCF)-(SPEC: - ) 142.07 CONCRETE TEMP. (F) (SPEC: 40 - 85) 79 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 11083 - 11088 REMARKS: 1: CONTRACTOR NOTIFIED: LOAD 1: OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 8/28/01 SUPPLIERS MIX FORMULA: . PER SUBMITTAL: j CEMENT: LBS. • CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 11083 9/ 3/01 7 58,000 C 2050 COARSE AGGREGATE #2: LBS. 11084 9/ 3/01 ' 7 61,000 C 2160 COARSE AGGREGATE #3: LBS. • 11085 9/24/01 28 89,000 C 3150 FINE AGGREGATE: LBS.' 11086 9/24/01 28 87,500 C 3100 ADMIXTURE #1: OZS. 11087 9/24/01 28 88,500 C 3130 ADMIXTURE #2: OZS. 11088 SPARE • ADMIXTURE #3: OZS. " AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: . • 1: FILE .5: 2: SUPPLIER 6: 3: .. 7: • 4: - 8: RESPECTFULLY, CONSTRUCTION T HNOLOGY ' TOM JOSLIN, S.E.T. (NICET) MANAGER TECHNICAL SERVICES • r Ci�NSTRU � �� CTION TECHNOLOGY , INSPECTION & TESTING DIVISION, P.D.&T.S., INC. ECEiVE f 4 Williams Street, Ballston Lake,New York 12019 SEP 2 4 2001 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT PLANK CONSTRUCTION, INC. REPORT NUMBEONUN ILUOE QUEENSBURY HIGHBRIDGE ROAD INSPECTION DA-rr 8/233/001 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 . INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 80's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK . OUR FILE LOCATION : 10910 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF•LOAD # • 1: FOOTING: C/6 - C/9 - B/6 • PLACEMENT LOCATION OF LOAD # 2: FOOTING: A - 8/6 PLACEMENT LOCATION OF LOAD # 3: FOOTING: A/9 - B/9 - B/4 LOAD NUMBER: 1 2 3 TRUCK NUMBER / TICKET.NUMBER: 153 / 462987 125 / 462989 - 150 / 462991 YARDAGE DELIVERED / SUBTOTAL: 11.50 /_ 11.50 11.50 / 23.00 11.00 / 34.00 TIME CONC. BATCHED / ARRIVED: 12.03 / 12.50 12.46 / 1.25 1.03 / 1.45 TIME PLACEMENT BEGAN / ENDED: 1.00 / 1.22 1.31 / 1.45 1.45 / 2.10 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.32 .98 1.12 SLUMP ON ARRIVAL (INCHES): 4.50 4.00 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 4.00 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC: - ) 143.09 CONCRETE TEMP. (F) (SPEC:' 40 - 85) 77 78 • 78 NUMBER OF TEST SPECIMEN CAST:. 6 LAB CYLINDER CONTROL NUMBERS: • 10910 - 10915 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: • CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 8/24/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: LBS. 10910 8/30/01 7 65,000 C 2300 COARSE AGGREGATE #2: LBS. 10911 8/30/01 7 67,000 C 2370 COARSE AGGREGATE #3: LBS. 10912 9/20/01 28 97,000 C 3430 FINE AGGREGATE: LBS. 10913 9/20/01 28 97,500 C 3450 ADMIXTURE #1: OZS. 10914 9/20/01 28 99,000 C 3500 ADMIXTURE #2: OZS. 10915 SPARE ADMIXTURE #3: OZS. - AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1: FILE .5: - 2: SUPPLIER 6: • 3: 7: 4: 8: . RESPECTFULLY, CONSTRUCTION HNOLOGY • TOM JO N, S.E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. • 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 . CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER : 1: PAGE #: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE : 8/23/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER : 111.086 INSPECTOR & TEST SET : CLAUS CASPER #10 ATT'N: MR. MARC RIVERS AMBIENT WEATHER : 80's: CLEAR PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK OUR FILE LOCATION 10910 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD # 1: FOOTING: C/6 - C/9 - 8/6 y PLACEMENT LOCATION OF LOAD # 2: FOOTING: A - B/6 PLACEMENT LOCATION OF LOAD # 3: FOOTING: A/9 - B/9 - B/4 LOAD NUMBER: _ 1 2 3 TRUCK NUMBER / TICKET NUMBER:' 153 / 462987 125 / 462989 150 / 462991 YARDAGE DELIVERED-/ SUBTOTAL: 11.50 / 11.50 - 11.50 / 23.00 11.00 / 34.00 TIME CONC. BATCHED / ARRIVED: 12.03 / 12.50 12.46 / 1.25 1.03 / .1.45 TIME PLACEMENT BEGAN / ENDED: 1.00 / 1.22 1.31 / 1.45 1.45 / 2.10 CONCRETE AGE (HOURS) (SPEC: MAX: 1.50) 1.32 .98 1.12 SLUMP ON ARRIVAL (INCHES):• 4.50 4.00 4.00 WATER ADDED ONSITE (GALLONS): WATER ADDED AT DISCRETION OF: PLACEMENT SLUMP (INCH) (SPEC: - 5.00) 4.50 4.00 - 4.00 ENTRAINED AIR (% VOL) (SPEC: - 7.00) 6.00 UNIT WEIGHT (PCF) (SPEC! - ) 143.09 CONCRETE TEMP. (F) (SPEC:. 40 - 85) 77 78 78 NUMBER OF TEST SPECIMEN CAST: 6 LAB CYLINDER CONTROL NUMBERS: 10910 - 10915 REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: CLEMENTE LATHAM CONCRETE CORP. CONCRETE TEST CYLINDER COMPRESSIVE RESULT PER: ASTM C-39 CONCRETE DESIGN STRENGTH: 3000 P.S.I. @ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 8/24/01 SUPPLIERS MIX FORMULA: PER SUBMITTAL: CEMENT: LBS. CYLINDER TEST TEST ULTIMATE LOAD UNIT CEMENT: LBS. NUMBER DATE AGE: DAYS & BREAK TYPE P.S.I. WATER: GAL. COARSE AGGREGATE #1: • LBS. 10910 8/30/01 7 65,000 C 2300 COARSE AGGREGATE #2: LBS. 10911 8/30/01 7 67,000 C 2370 COARSE AGGREGATE #3: LBS. 10912 9/20/01 28 FINE AGGREGATE: LBS. 10913 9/20/01 28 ADMIXTURE #1: OZS. 10914 9/20/01 28 ADMIXTURE #2: OZS. 10915 SPARE ADMIXTURE #3: OZS. AIR ENTRAINING AGENT: OZS.' REPORT DISTRIBUTION: 1: FILE .5: 2: SUPPLIER 6: 3: - 7: 4: 8: RESPECTFULLY, CONSTRUCTION TECHNOLOGY TOM JO IN, S:E.T. (NICET) MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S., INC. 4 Williams Street; Ballston Lake, New York 12019 Phone: (518) 399-1848 • Fax: (518)399-1913 CLIENT: PLANK CONSTRUCTION, INC. REPORT NUMBER: 4 PAGE: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE: 08/17/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER: 111.086 ATT'N: MR. MARC RIVERS FIELD INSPECTOR: SCOTT ROBBINS PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAXIMUM DENSITY PCF MATERIALS DESCRIPTION MATERIALS SOURCE 2676 11.1 117.9 SAND, f; some f gravel; trace Silt/Clay ONSITE MATERIAL • FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G. = FINISH GRADE = TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD: ASTM D-2922 CO-ORDINATE REFERENCE: PER LOCATION COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL DEPTH OR • MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT 1 2676 FINISH GRADE FOOTING SUBGRADE @ NORTH WALL, CENTER 8.3 % 116.3 PCF 98.6 % 2 2676 FINISH GRADE FOOTING SUBGRADE @ WEST WALL, CENTER 7.6 % 115.0 PCF 97.5 % 3 2676 FINISH GRADE FOOTING SUBGRADE @ SOUTH WALL, CENTER 7.5 % 114.6 PCF 97.2 % 4 2676 FINISH GRADE FOOTING SUBGRADE @ EAST WALL, CENTER 9.1 % 116.7 PCF 99.0 % • REPORT DISTRIBUTION:' GENERAL NOTES: RESPECTFULLY, 1: FILE 1. D-1556 = SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: MR. D. HATIN, QBD 2. D-2922 = NUCLEAR GAUGE METHOD OF TEST 3: 3. FF = FINISH FLOOR �� 4: 4. FG = FINISH GRADE 5: ' 5. TOM JOSLIN, S.E.T. (NICET) 6: . • 6. MANAGER TECHNICAL SERVICES CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, P.D.&T.S.. INC. 4 Williams Street, Ballston Lake,New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 • • CLIENT: PLANK CONSTRUCTION,- INC. REPORT NUMBER: 3 PAGE: 1 1021 HIGHBRIDGE ROAD INSPECTION DATE: 08/17/01 SCHENECTADY, NEW YORK 12303 OUR FILE NUMBER: 111.086 ATT'N: MR. MARC RIVERS FIELD INSPECTOR: SCOTT ROBBINS PROJECT: BAY RIDGE FIRE STATION, QUEENSBURY, NEW YORK SOIL COMPACTION VERIFICATION REPORT ::: INPLACE SOIL DENSITY MATERIALS LABORATORY DATA CODE MOISTURE MAXIMUM'DENSITY PCF MATERIALS DESCRIPTION MATERIALS SOURCE 2676 11.1 117.9 SAND, f; some f gravel,; trace Silt/Clay ONSITE MATERIAL • FIELD COMPACTION TEST RESULTS LOCATION OF TESTING: FOOTING SUBGRADE ELEVATION REFERENCE: F.G. = FINISH GRADE = TOP OF FOOTING SUBGRADE COMPACTION TEST METHOD: ASTM D-2922 CO-ORDINATE REFERENCE: SOUTHWEST BUILDING CORNER • COMPACTION REQUIREMENTS: 95.0 % TEST SOIL SOIL . DEPTH OR MOISTURE INPLACE DRY PERCENT NO. BEARING CODE ELEVATION LOCATION OF TEST CONTENT DENSITY COMPACT • 1 2676 FINISH GRADE FOOTING SUBGRADE @ SW BLDG CORNER, 10'N 6.3 % 117.3 PCF 99.5 % 2 2676 FINISH GRADE FOOTING SUBGRADE @ SW BLDG CORNER, 10'E 6.0 % 114.8 PCF 97.4 % 3 2676 FINISH GRADE FOOTING SUBGRADE @ SW BLDG CORNER, 50'E 5.7 % 116.0 PCF 98.4 % • • REPORT DISTRIBUTION: • GENERAL NOTES: RESPECTFULLY, 1: FILE 1. D-1556 = SAND CONE METHOD OF TEST CONSTRUCTION TECHNOLOGY 2: MR. D. HATIN, QBD 2. D-2922 = NUCLEAR GAUGE METHOD OF TEST /f 3: .• 3. FF = FINISH FLOOR 4: • -4. FG = FINISH GRADE (/ 5: 5. TOM JOSLIN, S.E.T. (NICET) 6: 6. MANAGER TECHNICAL SERVICES ,J i'7E u,�.t�► 1/ • „. SPECIFICATIONS • Atwis (.-eir ,t_z. ,a &iS �4LK t1 VEjs - `S Ri 3035 HD S{''��'�' General Description - A flame resistant vapor retarder facing material: consisting of .00035 aluminum foil.. a. blend of fiberglass and polyester yarn reinforcement, and. 30# kraft paper laminated together with .a flame resistant adhesive. A coating is applied on the aluminum foil . to obtain abuse resistance and' to maintain a consistent .02 Perm WVTR. Used as a facing. for metal building insulation. Physical Properties - Test Method Value Foil Thickness Micrometer .00035 inches + 10% Paper Weight Scale - 30 lbs./3000 SF + 10% Corrosion Humidity aged 120°F:@ 95% RH None for 30 days Distortion Oven aged 150°F for 24 hours None 0elamination Humidity aged 120°F @ 95% RH None for 30 days 1 hour water soak @ 70°F None Mullen Burst ASTM D-774 55 psi . minimum Beach Puncture ASTM 0-781 • 90 scale units WVTR ASTM E-96, Procedure A .02 perm maximum - Mold Resistance ASTM C-665 No growth Tensile Strength ASTM D-828 50 lbs/in. avg. min. MO 30 lbs/in. avg. min. CND Weight per MSF Scale 24 lbs. + 10% Surface- Burning Characteristick_LUL-723) Foil Exposed Kraft Exposed Flame Spread 5 25 L Smoke Developed 0 i0 L MEETS FEDERAL SPECIFICATION HH-B--100B Lomtec Corporation Bartley-Chester Road P.O:Box 37 Flanders, New Jersey 07836-0037 Phones: (201) 584.5500 TOLL FREE ORDER LINE: (800)852-6832 Fax: (201) 584-5178 __ s • s; .._'� Roni _ 3q .z.,,,,,. _,,,, _ _ ,... ,,. ., _ _ _ _ . ...1,,?..:'- 4,444,4 ?, ... Y-. 01•. ;: •.•., �, SECT I ON ;;. :, 53 7.?4 21•1 ,a 1e�8 _ ,J � s y O 26 L - 8.55gC•(S) rrN 1�9 0 800S •r,� q. 084 AC S � ,. r �+�o. 11. 15AC(S) • 8.s N WARREN. F ;: ' r,CpUNTy� J • 21, s N ' 2� 18 720 5 w old ._��• � 18.73 AC(S) 16 4�s •�' 13.19 AC(S) c w±; � • 9 d .10 • • • 13. 1 2• ems 17 1 _ 5.47AC(S) 13.2 ��'; 18 85 AC. _ /;./ LOOAC d� 13.21 '$T i7,3 17.2 10.31gC M /6.53AC 3.2AC .* in /4• ^' co d v'V o • • r I o21 N O: \\-)12261.2..721221214C:4..1.54AC—.4'. 1;�0 AC g'" DAC.w $ (4) 43 1.25gC 3 2 ; d? 3 'h �_� •25AC4 �� / '22• (2) 12 2 3d6 4.5 (II 'i (1) r1. Qi 1.20e