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2012-240
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20120240 Date Issued: Thursday, November 01, 2012 This is to certify that work requested to be done as shown by Permit Number P20120240 has been completed. Location: 203 CORINTH Rd Tax Map Number: 523400-309-013-0002-003-000-0000 Owner: FRANK J PARILLO Tax Map Number: 523400-309-013-0002-002-000-0000 Applicatit: TACO BELL / HOSPITALITY SYRACUSE, INC. Owner: FRANK J PARILLO This structure may be occupied as a: Commercial / Industrial By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, Variance, or other issues and conditions as a result of approvals by the Planning Board Director of Building&Code Enforcement or Zoning Board of Appeals. TOWN OF QUEENSBURY Eerk.ET 742 Bay Road,Quccusbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20120240 Application Number: A20120240 Tax Map No: 523400-309-013-0002-002-000-0000 Permission is hereby granted to: TACO BELL/HOSPITALITY SYRACUSE, INC. For property located at: 199 CORINTH 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: FRANK J PARILLO Commercial/Industrial $1,750,000.00 215 BALLARD Rd Total Value GANSEVOORT,NY 12831 $1,750,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency ADP ENGINEERING&ARCHITECTURE DANIEL SARGENT 585-742-0223 615 FISHERS RUN VICTOR NY 14564-0000 Plans&Specifications BP#2012-240 Site Plan Review 54-2011 2,863 sf Taco Bell Rest. $658.49 PERMIT FEE PAID-THIS PERMIT EXPIRES: Friday,June 28,2013 (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 oue bury; hu - a June 28, 2012 BY c ) ' fV for the Town of Queensbury. SIGNED !' Q ury Director of Building&Code Enforcement OFFICE USE ONLY , R. 3c(). /3 -) 3 , ; __---� TAX MAP NO. PERMIT NO. I ► — 0% • y� _ 1 kA ---- - 52012 FEES: PERMIT�pS&.y?RECREATION ENGINEERING • (If applicable) FENS.IIRY CODE' PRINCIPAL STRUCTURE: APPLICATION FOR ZONING APPROVAL & BUILDING PERMIT A PERMIT MUST BE OBTAINED BEFORE BEGINNING CONSTRUCTION. APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT FOR CONSTRUCTION. APPLICANT/BUILDER: 7,,64-sfEt..<44 c-i-( OWNER: i405.pJC' i' }Y SYr°L 'j j'1c ADDRESS: 6/5 r/S E72.s A-4-1i VIG7dtZ,FJ ( ADDRESS: 190 e Lv.7nod ge,..wt Qo.l Stine 3ZO 1 45 4 PHONE NOS. 53' 74-2- vz23 PHONE NOS. 3 /c LIS7 - 1 a5-7 CONTACT PERSON FOR BUILDING &CODES COMPLIANCE: 00-1;e e i SG-,e,,tPHONE:(5735-) 7412 O Z Z J LOCATION OF PROPERTY: Co ri ►l +i- 7eit HAS THERE BEEN A SITE PLAN REVIEW; VARIANCE OR SUBDIVISION APPROVAL? 181 YES 0 NO SiD IF SO, INDICATE APPLICATION NO. AND DATE OF APPROVAL: D 1 -Z G i 1 ,r.-: i 1/ / 7/ (, PLEASE INDICATE MEASUREMENTS AS REQUIRED BELOW: CHECK ALL THAT 0 cc CJ CJ o H cn APPLY TO YOUR z 1= cc0 C!1w PROJECT 0 m OOH OJT w = E u_ I QO U CCC9zw O Z CI- F-: F- w z < < - Cn Ncn Oa_ Hu- o_ = 0s SINGLE FAMILY TWO-FAMILY MULTI-FAMILY (NO.of UNITS ) TOWNHOUSE BUSINESS OFFICE 3 3 RETAIL- lv 1Z Cv&MERCANTILE / �� �' 1)/3 FACTORY OR INDUSTRIAL ATTACHED GARAGE(1,2,3) OTHER Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 IF COMMERCIAL OR INDUSTRIAL-NAME OF BUSINESS: To-c•o 00 I I ESTIMATED CONSTRUCTION COST:11'7p, aFUEL TYPE: 6:‘,S HEAT TYPE: 6-c,5 *HOW MANY FIREPLACE(S): 0 AND 1 OR WOODSTOVES(S):_ 0 ZONING CATEGORY: / Z ARE THERE WETLANDS ON THIS SITE? N/A. IS THIS A HISTORIC SITE? VA PROPOSED USE OF BUILDING OR ADDITION: P1 S5 c v'-, b i 1 C e'a,-,p 14 Z ARE THERE STRUCTURES NOT SHOWN ON PLOT PLAN? tJ D ARE THERE EASEMENTS ON PROPERTY? `¶E•6 Gtvl� -17w41 'Please complete a separate Application for'Fuel Burning Appliances&Chimneys"available in our office I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to •- ove. Signed �_ 7=0w►Er- c-. 4 A c+-1 Director of Building & Codes: 761-8256 (for questions regarding Building Permits, construction codes or septic systems) Zoning Administrator: 761-8218 (for questions regarding required permits, the permit process, application requirements or to schedule an appointment) Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 • Revised 4/14/2010 Permission is hereby granted to the above This application / proposed action described Applicant to erect or alter the building herein is found to be in accordance with the described herein in accordance with said zoning Laws of the Town of Queensbury. Application: r /1111 _ BUI Yoi CODES APP'OVAL ZONING APPROVAL A_)2g41/ DATE U DATE QUESTIONS 7 CALL 761-8256 OR EMAIL codesAqueensbUry.net Office Use Only VISIT OUR WEBSITE FOR MORE INFORMATION www.queensbury.net Operating Permit Issued: Yes No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 Revised 4/14/2010 PROJECT NAME: Tc-60 Be 11 Office Use Only Staff Initials: BUILDING PERMIT SUBMISSION Date: CHECKLIST FOR: MULTIPLE DWELLING OR COMMERCIAL PROJECTS 1. Building Permit Application Completed? Ye No N/A 2. Energy Code CommCheck and Inspector's Report Form? (2 copies) 7 3. Septic application completely filled out? (if applicable) 4. Electrical inspection agency selected? 5. Two (2) sets of the plans for each of the following: a. Floor plan(s) ✓ b. Foundation plan c. Cross Sections ✓ d. Elevations e. Design loads including floor, snow load and wind load f. Seismic design (required after January 2003) g. Plans signed and sealed by registered architect or engineer h. Window and door schedule 6. Two (2) site plans showing location of the structure to be built, location of well or water lines, location of septic system or sewer line with all setbacks and separation distances shown, and all improvements to the property 7. Solid Fuel Burning or Gas Appliance Form (if applicable) 8. Driveway Permit Town of Queensbury* Community Development Office * 742 Bay Road, Queensbury NY 12804 RX Date/Time 11/05/2012 14:42 518 2731202 P.002 'Nov. 5• 2012'•` 2:40PM'''''=`^MDIA, Waterv1 i et, NY' � r�''''`° � L yNo. 6691P. 2/6 : 4 MIDDLE DEPARTMENT Lo INSPECTION AGENCY,' INC_IP.T� . 0. `tie- that the electrical wiring to the electrical equipment listed below has been examined and is approvedas ; • li being in accord with the National Electrical Code, applicable governmental, utility and Agency r�}Jes in effect on the date; f noted below and is issued subject to the following conditions. • lOwner: i: (. Taco Bell Date: �1� 10/29/2012 1 ,--(1<-1D / �; �� Occupant, Same Location:199 �i?``: ((t`� 199 Corinth Road eil %,- Occupancy: Queensbury, Warren Co. NY "' r—Non-Residential :. � „ 6* Applicant: �..; • B&N Electrical&Comm.LLC .-•.t. e.4 G) 3151 Spawn Road ' J. '. rr.4, `. Schenectady, NY 12303 ; .= - - . . • • • • • ,t' ;; to L r , l, �J ;, ilo ,lir; Joseph A.Holmes _ ; • .. _. 1414111'46221 EL ti ;Irit �`.? Equipment; .:1,.! • ''� 800 Amp Service Equipment; 2 -500MCM'Amp•Service`Conductors 4 Switches; 29:- Receptacles; 136- Fixtures; 1 ;), �i. • - Dishwasher; 19- Pole Lights; 1 - Ice:Machine; 2 -250 Amp Sub Panels; 1 -200 Amp Sub Panel; 1 - Menu Board; ,-5........, 41 10 -Signs; 13- Emergency Lights;;5 Exit,Lights: 1 -Hood; 1 -Cooler; 1 -2000,KW Electric. Heater; 1 - Freezer; 1 - x44 HeatingCabinet 2 Hot Water'Dis en5ers; 1 - Bevera a Dispenser; ;Al (` P g penser; 2 - RTUs;:1 - Frozen Beverage Dispenser w.. tr•' ur.: ,.‘,t., ., , 01. 6.4 f (s. This certificate applies to the electrical wiring to the electrical equipment listed Immediately null and void. This certificate applies only to the use,occupenc. and y�>! ((nl 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 X �z inspection. No warranty is expressed or implied as to the mechanical safety.ell- of the property indicated above, this certificate snall be immediately null and void. 0��' iQt Ciency or Illness of the equipment for any particular purpose. This certificate shall In the event mat this certificate becomes invalid based upon the above conditions. :� �S•. be valid for a period of one year from the above noted date. Should the electrical Ms certificate may be revalidated upon reinspection by Middle Department ;y:f u system to which this certificate applies be altered in any way.including but not limit- Inspection Agency,Inc. An ication for inspection must be submitted to Middle a:y application pr*,•t gs) ed lo,the Introduction of additional electrical equipment and/or the replacement of Department inspection Agency, inc. to initiate the Inspection and revalidation pi ;;% any of the components instaited as of me above noted date.this certificate shall be process. A lee will be charged for this service. ;C;�' ti: �JD�r�rr•�•µ5 ;�ti •� �7�•��•��yY -.� ','t, .•r:J,�t'''`i,�,,-.r`'.iY�rr ,��f �.^',�'' ��r:���J���•�:�.�rj:�-.vr/� ��r�•i. � v v^v � v it�'� L�, r 4 1-&':r: L' ;S r ✓ % r,2> •�Q'5' Ji: r: '1pia I' P �•_,�:r- r- Y•••• 1 �.'����L�. '.� .`!:��c L✓.����.%:L✓.�-'•?�!-���•V'L',�;;�✓C'✓`LrN.ei�.%�:.?S ei:•-i,••...�(: ��•'..;�`3 r?'�%�iciil�iV 1.A�:T�IN�J`^��'�. I S .J;✓ i`,`. .�.�.h..�P.�✓U `r: !4✓i"•l•��<iS.`a•;,✓r�, "sir,rN� .v Inspection Form Town of Queensbury Fire Marshal o Periodic Inspection Date: 11 1 1112— Time:02 /-71" 742 Bay Road,Queensbury NY 12804 o Re-Inspection � 518 761 8206/518 761 8205 ,CO Inspection Permit*: /R- 'Z-' /Fire Marshals Representative ___ ____/k--0 M' J Palmer Business Name: Location: 194y Coa-i--)-t-\ ,-7 i/GK Stillman Contact: •:>'�i2z2C..: --- Type —Type of Inspection N/A Yes No EXITS: Exit Access FC 1014& FC1029 NOTES Exit Enclosure FC 1020& FC1029 Exit Discharge FC 1024& FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 ,� Sign:backup FC 1011.5.3& FC1029.7.5 / AISLES: Main Aisle Width FC 1024/1025&FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 /4 Inspection of extinguisher FC 906 / EVAC Plan FC 404.6 ex ((lpJdGiEIM-Z- N f 1/ TRUSS ID SIGNAGE FC 505.3 f ifs dic'-t EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 ./ Exterior FC 1006.3 Clearance to Electrical FC 605.3 ----" .e Electric Wiring Enclosed/Labeled FC 605.3.1 /� Combustibles in Equipment Rooms FC315.2.3 ../.. F.D.Signage- FC 510 _/ No Smoking Signs FC 310.3 - Storage FC 315.2 Compressed Gas FC 3003 ,� / Vehicle Impact Protection FC 312.1 _/ (..:° - Interior Finishes FC 803-804 / Smoke Detectors FC 907 CO detectors FC 610 .� 1 lj1j / Clearance to Sprinkler/Ceil ng FC 315.2.1 i /I l/ 18" / 04 ��/ EVAC SIGNS IN Rooms FC 404.6(R1 &R2) / 0 Fuel Pump Warning Signs FC2205.6 . - Fuel Station Emer Procedures FC2204.3.5 ,� _Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 2l DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator _ Semi Annual FIRE ALARM Annual f/f/ X DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual ji// x Fuel Island Suppression Semi Annual _Hood Cleaning 3-6-Annual Knox Box:Installed/checked FC506 Operating Permit, if required will be issued affer Completion of Inspection Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection req Queensbury Building &Code Enforcement Arrive: \-.K) a ( Depart: 7 as pr� 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: „1 - NAME: .. ..„b ( L-L- PERM •. 1Z_ - Zt--\( LOCATION: ' • S a . ■■ 'D DATE: 1 1 - 1 -( Z COMMENTS: Y N NA Chimney/"B°Vent 1 Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish I Grade Complete 6"in 10'or Equivalent Interior/Exterior Guardrails 42 in. Platform!Decks Interior/Exterior Ballisters 4 in. Spacing la tf� I Decks Stair Handrail 34 in.—38 in. /Step Ris rs 7" Treads 11" 4 Vestibules For Exit doors> 3000 sq. ft. All Doors 36 in.w/L ever Handles I Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44° (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator(18')Above Grade �// Floor Bathroom Watertight I Other Floors Okay ,f Relief Valve, Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 1/2 doors > 10% > 1000 sq.ft. 8/Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame - / . 0 f Attic Access 30"x 20°x 30°(h), Crawl Space Access 18"x 24" er Smoke Vents Or Fan, if required ' / Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Signage +/ Public Toilet Room Handicapped Accessible /� Handicapped Service Counters, 34 in., Checkout 36" ,/ Handicapped Ramp/Handrails Continuous/12 in. Beyond(Both sides] Active Listening System and Signage Assembly Space Final Electrical/Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certification, if req. As-built Septic System Layout Required or On File 6E2 CP • Building Number or Tenant Address on Building or Driveway 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide ? Cla Okay To Issue Temp. or Permanent C/O \i/ \/ Okay To Issue C/C L:1Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 Final Survey Inspection Dept. of Community Development Town of Queensbury 742 Bay Road Queensbury,NY 12804 Date received: /L -3/-JL NAME: r - <) & LOCATION: C'l;d 4-I PERMIT #: Final Survey Plot Plan Approved Denied The attached final survey has been received by the Dept. of Community Development. Upon review the survey has been:, a'D Craig B b , Zoning Administrator Notes: L:\Sueliemingway\Building.Codes.Inspection.FORMS\Final Survey Zoning Administrator.doc ,,i J Commercial Final Inspection Re•o Office No.: (518) 761-8256 Date Inspection -• -es, re.,,: ved: Queensbury Building &Code Enforcement Arrive: 1r� 4- p Depart: - 742 Bay Road, Queensbury, NY 12804 Inspector's Initials . , NAME: RC & ELL PERMIT .: \Z-7_43 LOCATION: 1" ` r ' i • DATE: • - - 7_- , COMMENTS: Chimney/"B"Vent/Direct Vent Location Y/ N NA R E CE.1 o Plumbing Vent Through Roof 6"/Roof Complete � Exterior Finish/Grade Complete 6"in 10'or Equivalent ✓ ` c/ - \Tti�1 1, EEV Interior/Exterior Guardrails 42 in. Platform/Decks ✓ Interior I Exterior Banisters 4 in. Spacing Platform/Decks f PliD 0'J Al_ L VIER Stair Handrail 34 in.-38 in. /Step Risers 7"I Treads 11" V Vestibules For Exit doors> 3000 sq.ft. V/ - ç\2< -\\'l CT J F1fU___ All Doors 36 in.wlLever Handles/Panic Hardware, if required V Exits At Grade Or Platform 36(w)x 44' (I)/Canopy or Equiv. :// R W�N)K__ L€-C-VV- Gas Valve Shut-off Exposed &Regulator(18")Above Grade ✓ /Floor Bathroom Watertight/Other Floors Okay Y Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum / C-© TP�1 0 r, Boiler/Furnace Enclosure 1 hr.or Fire Extinguishing System ✓ TCC1--\1 30 - Lj .4,..A0..._ Fresh Air Supply for Occupancy/Ventilation Combustion t� Low Water Shut Off For Boilers \ t� ID CC V\ Di k L-- Gas Furnace Shut Off Within 30 ft. or Within Line Of Site / U \-7\--EV-Oil Furnace Shut Off at Entrance to Furnace Area / Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 '/1 doors > 10%> 1000 sq. ft '/.Hour Corridor Doors&Closers ,Z/ Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire Dampers/Fire Doors l (. Ceiling Fire Stopping, 3,000 sq.ft.Wood Frame / W( Attic Access 30"x 20"x 30'(h), Crawl Space Access 18"x 24" �/ Smoke Vents Or Fan, if required Elevator Operation and Signage I Shaft Sealed ! /Handicapped Bathroom Grab Bars/Sinks I Toilets �/ Handicapped Bath/Parking Lot Signage f Public Toilet Room Handicapped Accessible ✓ _- C-0 to P_CTE- R LL PPS Handica Service Counters, 34 in., Checkout 36" Handicapped Ramp I Handrails Continuous/12 in. Beyond [Both / /F\RE 1A F's1`i"t0 3 sides] / / V\--- - /AFicinize Listening System and Signage Assembly Space / Electrical/Flex Gas Piping Bonded �/� Site Plan I Variance required Final Survey, New Structure/Flood Plain certification if req. As-built Septic System Layout Required or On File LE,,,,,e)Building Number or Tenant Address on Building or Drivy 4' f Water Fountain or Cooler Building Access All Sides by 20'I Driveable Surface 20'wide / / / Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:1Building&Codes Forms\Building&Codes\lnspection Forms\Commercial Final Inspection Report.doc Revised January 7,2008 • � 5 Computer Drive Westl Suite 203 Albany NY 1205 BoHLER PHONE 518.438.9900 FAX 518.438.0900 October 30,2012 Town of Queensbury 742 Bay Road Queensbury,New York 12804 Attention: Keith Obome,Town Planner Re: Hospitality Syracuse,Inc. Taco Bell Restaurant Queensbury Ref.No: Site Plan 54-2011 Dear Mr.Oborne: On October 24, 2012 this office visited the above referenced site to visually confirm the site improvements. After visiting the site and reviewing the Site Plan for the project it appears the site has been built in general compliance with the site plan,noting the following items: • The pylon sign needs to be installed. • The speaker post at the order station was not installed yet. • The Enkmat slope stabilization was not installed in the stormwater treatment basins. • An area of erosion in rear stormwater basin needs to be repaired and the hydro seed will need to be reapplied to the basin. An as-built survey has been ordered and will be reviewed and forwarded to the Town when received. Should you have any questions or require any additional information, please do not hesitate to contact us at(518)438-9900. Sincerely, BOHLER ENG Ii . RING,LLC 74; Chris Boy-; cc: Steve Pinkerton, Hospitality Restaurant Group Bruce Neamon,Mulvey Construction OTHER OFFICE LOCATIONS: +Southborough, MA *Ronkonkoma, NY •Warren, NJ •Comer Vailey, PA. •Chalfont, PA •.Philadelphia, PA 508 480.9900 632.138 1200 908.668.8300 610.109.991; 215 995.9100 267.402.3400 •Towson, MD • Stefliny, VA •Wairentan, VA •Buwie, M0 s Rost ;autieidaI , FL •Tampa, FL A? 796,'. .7,3 74.?50" 540.349.4500 301.807 1R4 202 7050 R11.379.4i00 CIVIL AND CONSULTING ENGINEERS _ PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS www.BohterEngineering.com & A Company headquarters �oe``�°gri h��`�G 615 Fishers Run k°� A Victor,NY 14564 n 585-742-2222 585-924-4914 Fax Website:www.apd.com Since 199 October 31, 2012 Steve Pinkerton Hospitality Syracuse,Inc. 290 Elwood Davis Road Liverpool,NY 13088 RE: Taco Bell Queensbury 199 Corinth Road, Queensbury,NY 12804 APD project no. 11-0156A Dear Mr.Pinkerton Upon a visual inspection of the work performed on Thursday October 25,2012,the Architect certifies that the work performed under the general contract has been reviewed and found, to the Architects best knowledge, information and belief, to be substantially complete and in accordance with the contract documents. If you have any questions regarding this, please contact me at 585-742-0223 or by email at dsargent@apd.com. Sincerely, Daniel Sargent,AIA "Civil Engineers and Architects with Full Service Capabilities" Over 15 years of Proven Success iPU ktiginectung;ant.rll111ttWIC dons wit cCuIkdatithortiatton torr raa m all tiwtea or Int moon, Pkana contact mor h.Mw office fir mora infor ation r.,ardine other ernes hoard Nov.Vat!.and Vir,:mia CONSTRUCTION TECHNOLOGY INSPECTION & TESTING DIVISION, A.D.&T.S., INC. 4 William Street,Ballston Lake,New York 12019 Phone: (518)399-]848 Fax:(518)399-1913 October 31, 2012 HOSPITALITY SYRACUSE,INC. 290 Elwood Davis Road, Suite 320 Liverpool,New York 13088 Att'n: Mr. Stephen Pinkerton Re: TACO BELL RESTAURANT: QUEENSBURY,NEW YORK Construction Materials Inspection and Testing Services Dear Mr. Pinkerton, As requested,CONSTRUCTION TECHNOLOGY has provided construction materials testing and inspection services for the referenced project. Our scope of service was limited to soil compaction testing and laboratory analysis;portland cement concrete field &laboratory testing;and visual observation of the wood framing installation. Upon completion and review of the test results&reports generated, it is determined the construction materials incorporated into the project are in substantial conformance with the project specifications. If there are any questions,or when we may be of assistance,please contact this office immediately. Respectfully, CONSTRUCTION TECHNOLOGY Tom Joslin, S.E.T. (NICET) Manager Technical Services I h c.fJLJJ Q(i 3 t,�1 Commercial Final Inspection Report, Office No.: (518) 761-8256 Date Inspection ; . st '= ed: Queensbury Building &Code Enforcement Arrive: - 1h a /pm, , <- Depart: 3 ;2-1 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: NAME: 6,203 j,a_eC PER LOCATION: 1.Lt7b11 (d DA : l o -d S-1 a COMMENTS: Chimney I"B"Vent/Direct Went--location f Plumbing Vent Through Roof 6'I Roof Complete Exterior Finish/Grade Complete 6" in 10' or Equivalent ✓ Interior I Exterior Guardrails 42 in. Platform/Decks ✓J Interior/Exterior Ballisters 4 in. Spacing Platform I Decks a ✓ Stair Handrail 34 in.-38 in. l Step Risers 7"/Treads 11" "- Vestibules For Exit doors> 3000 sq. ft. All Doors 36 in. w!Lever Handles/Panic Hardware, if required Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. Gas Valve Shut-off Exposed &Regulator(18")Above Grade Floor Bathroom Watertight I Other Floors Okay Relief Valve, Heat Trap/Water Temp. 110 Degrees Maximum ``J `` Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System \ Fresh Air Supply for Occupancy/Ventilation Combustion • Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room (2 hr.), 1 %doors — F\) u"-Ca > 10% > 1000 sq. ft. '/.Hour Corridor Doors&Closers Firewalls I Fire Separation, 2 Hour, 3 Hour Complete I Fire — SO V7.1-3\�T Dampers/Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h), Crawl Space Access 18" x 24" — i et- Smoke Vents Or Fan, if required Elevator Operation and Signage/Shaft Sealed �—' `'} ,'`'� Handicapped Bathroom Grab Bars I Sinks I Toilets Handicapped Bath/ Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in. Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical I Flex Gas Piping Bonded Site Plan/Variance required Final Survey, New Structure/Flood Plain certificatiorf._� � / As-built Septic System Layout Required or On File5 „`s� _Building Number or Tenant Address on Buildin. or Drivewa 4' Water Fountain or Cooler Building Access All Sides by 20'/Driveable Surface 20'wide Okay To Issue Temp. or Permanent CIO Okay To Issue C/C L:\Building&Codes Forrns\Building&Codes\Inspection Forms\Commerciai Final Inspection Repoct.doc Revised January 7,2008 Framing / Firestopping Inspection Report _1 u�'s i ✓-3 Office No. (518)761-8256 Date In pection =- ved: Queensbury Building &Code Enforcement Arrive: kN,C,0 40, • =part: t p Z) a 4111P 742 Bay Road, Queensbury, NY 12804 Inspector's Initia x/117 NAME: 170..e-r) 'ERMIT#: I -,c) LOCATION: INSPECT ON: /1?-�✓�� TYPE OF STRUCTURE: \ C.--%q Y ` N N/A COMMENTS: Framing / Attic Access 22° x 30° minimum v /-2 o\1 ►n Jack St s/ Headers ridging �— Z'y -( c,E I L I � 6 s hangers Jack Posts/Main Beams Exterior sheeting nailed properly EY-c--611? ASL 12" O.C. Headroom 6 ft. 8 in. t o i , Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall 1 Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour 6=) 17vt 1 1p1v Firestopping W Penetration sealedCaI 16 inch insulation in cavity min. Garage Fire Separation House side%inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:\Building&Codes Forms-OLD'Building&Codes\Inspection Fomms\Framing Firestopping Inspection Reportdoc Revised January 7,2008 Inspection Form Town of Queensbury Fire Marshal o Periodic Inspection Date: / 742 Bay Road,Queensbury NY 12804 Re-Inspection %/ � 518 761 8206/518 761 8205 o CO Inspection Permit#: / Fire Marshals Representative _MJ Palmer Business Name: Location: Ktillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020& FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025& FC1029.11 Secondary Aisle Width FC 1025&FC1029.11 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.6 TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 —h No Smoking Signs FC 310.3 Storage FC 315.215.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 c- �� Tr-s7 �w:_57,7 21 DAYS SYSTEMS: FC 901.6 lnsp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6 -Annual Knox Box:installed/checked FC506 Operating Permit, if required will be issued after Completion of Inspection C (05e TO - /7-- Rough Plumbing / insulation Ins ction Report Office No. (518) 761-8256 Date ins u ection r Ned: C Queensbury Building & Code Enforcement Arrive: a . art: - 742 Bay Road, Queensbury, NY 12804 Inspector's - . NAME: C / PERMI #: . -Z LfC3 LOCATION: C off? , ,A r H i h INSPECT ON: /2- TYPE OF STRUCTURE: Y N N/A J Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout eve 100 feet/chane a of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes17c Insulation / Residential Check/Commercial Check �� • Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent 10 Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation c' If required unheated spaces �� e4 Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Rough Plumbing / Insulation inspecti n Re ort Office No. (518) 761-8256 Date Inspection reques - «- Queensbury Building &Code Enforcement Arrive: \- C am4 9' • 742 Bay Road, Queensbury, NY 12804 Inspector's Initials. ,/ NAME: 1 , -� PEMIT #: go LOCATION: /fig ON: 4 1 �c TYPE OF STRUCTURE: Y N /1'1A rem Rough PlumbinPlates ���� ent/Vents in Place cp R 61/-Jo J( 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum l S (O Ur Cleanout every 100 feet/change of direction � me. �iPressure TestlsDrain /Vent Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/ Head 50 P.S.I for 15 minutes _ Insulation /Residential Check/Commercial Check 1 Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Ins action req#11-,, - /I ,.,_ Queensbury Building &Code Enforcement Arrive: '• '�-- ;;!!��� i— a=rt: 1 am/ 742 Bay Road, Queensbury, NY 12804 Inspector's Init i. AP NAME: ? . ��' PE'MIT : 1 Z r 11 LOCATION: i -,cJ (-r:,: , -, i t +< c> _ INSPECT ON: ~i l q i a TYPE OF STRUCTURE: Y N N/A Rough Plumbing / Nail Plates Plumbing Vent/Vents in Place 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain/Vent Air/Head 5 P.S.I. or 10 ft. above higliest connection for 15 minutes 1Pressure Test , Water Supply Piping �� 9Air/ Head Ng - Cao 1 .• 50 PSI for 15 minutes nsulation/Residential Check I Commercial Check . �•, Tyvek or Similar Exterior Sealant � , Proper Vent, Attic Vent ›;'46 Door/Window Sealed (No Insulation) Duct/Hot Water Piping Insulation If required unheated spaces ombustion Air Supply for Furnace i/ Duct work sealed properly/ No duct tape V----V--44-k t C(:D, \i X V \'' COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 i f we \v / 6 — i Rough Plumbing / lneuletiOn~lnspecti • n Report Office No. (518) 761-8256 Date Ins•ectio • - -� -•. V l�si Queensbury Building &Code Enforcement Arrive: -ita•- . leen 742 Bay Road, Queensbury, NY 12804 Inspector's In . . NAME: _ PERMIT #: 1 LOCATION: G INSPECT ON: �7l7 Z TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 '/s inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet/change of direction Pressure Test Drain /Vent (2-7, `C Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes �� Pressure Test Water Supply Piping Air/Head • P.S.I for 15 minutes sulation/Residential Check/Commercial Check 414r-i , Pl- yvek or Similar Exterior Sealant -1\31)3 Proper Vent, Attic Vent Door/Window Sealed (No Insulation) �\ Duct I Hot Water Piping Insulation VIi - If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly t No duct tape COMMENTS: Rough Plumbing Insulation ReporLrevised Nov 17 2003, revised February 15,2005, revised January 7, 2008 Rough Plumbing I Insulation Inspection Report Office No. (518) 761-8256 Date Ins•ection - _ - .: ed: :3 „Aim Queensbury Building &Code Enforcement Arrive: - - ►;;• 6_ +art: WO . , 742 Bay Road, Queensbury, NY 12804 Inspector's In =- . NAME: i--L__ PERMIT #: c L. - , 0 LOCATION: 1619 (-), >9-„-.{-e i22 - INSPECT ON: '1 -CD 9Lif TYPE OF STRUCTURE: Y N/A Rough Plumbi_.• Nail Plates um•ing Vent/Vents in Place 1 '/2 inch minimum Drain Size e Drain 2 inch minimum Cleanout eve 100 feet/chan•e of direction 11.111111 Prei :ure . p H 5 P. . . or 10 ft. above hi hest connection for 15 minutes Pressure Test Supply Piping dg 0 P.S • minutes _ .k/ Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent ■ Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If r- •uired unheated s•aces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 18,2005, revised January 7,2008 Rough PlumbingI Insulation Insect . Re or 1 g � Rep oh No. (518) 761-8256 Date Inspect n r - ! ed: Queensbury Building &Code Enforcement Arrive: 7r'' a • Ito -part: - i' /pmt 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ►—�� NAME: ` h c -.-e4 P. ' T #: / Z - 2-16) LOCATION: t2- i IN_ "ECT ON: / Z VP— TYPE TYPE OF STRUCTURE: Y N N/A Rough Plumbing /Nail Plates Plumbing Vent/Vents in Place 1 %inch minimum Drain Size Washing Machine Drain 2 inch minimum Cleanout every 100 feet f change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct 1 Hot Water Piping Insulation If r=•uired unheated spaces Combustion Air Supply for Furnace r I uct work sealed properly/ No duct tape f —1 COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection :• 1 •: ved: • j Queensbury Building &Code Enforcement Arrive: -Gi a wk:• .rt: 742 Bay Road, Queensbury, NY 12804 Inspector's Initials NAME: i t\LL P'•RMIT#: \7 25:- 7_ LOCATION: C L! INSPECT ON: —7 � TYPE OF STRUCTURE: N N/A COMMENTS: Framing Attic Access 22" x 30" minimum {� Jack Studs/ Headers Bracing/Bridging / Joist hangers ✓ /D-TC .0 c) 4L V IL)1A a> 1 eL0 Jack Posts/Main Beams ✓ Q Exterior sheetingnailedproperly '� 12" O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. • Notches 1 Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 18D nails each side Draft stopping 1,000 sq. ft. floor trusses / Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/ Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:1Building&Codes Fomts-OLDtBuilding&Godes Vnspec tion FomnsTraming Firestopping inspection Report.doc Revised January 7,2008 CONSTRUCTION TECHNOLOGY INSPECTION&TESTING DIVISION,P.D.&T.S..INC. 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: HOSPITALITY SYRACUSE,INC. REPORT NUMBER: 2 PAGE 1 290 ELWOOD DAVIS ROAD.SUITE 320 REPORT DATE: 828112 SYRACUSE,NEW YORK 13088 OUR FILE NUMBER: 1484.001(e) FIELD INSPECTOR PETE DUNHAM ATI"N: MR STEPHEN PINKERTON PROJECT:TACO BELL RESTAURANT:CORINTH ROAD,QUEENSBURY,NY. FIELD OBSERVATION REPORT As requested,CONSTRUCTION TECHNOLOGY visited the referenced project site. Purpose of the visit was to observe the installation of the structural wood framing. Upon completion,the following information is provided: Item 4 Observations noted: 1: Shear wall hold-down anchors properly located and installed. 2: Continuous truss bracing @ bottom chord properly spaced and fastened. 3: End wall bracing properly spaced and fastened. 4: Top&bottom truss to wall clips properly installed. 5: Joist hangars properly installed. 6: Roof sheathing installed with correct nailing pattern per plans. 7: Double truss splice nailing properly spaced. Rework Required: 1: Framing anchors installed @ canopy bracket blocking @ West entry incorrectly sized with incorrect orientation 08/28/12:Rework Update I: Following rework framing anchors installed @ canopy bracket blocking @ West entry have been correctly installed and fastened. • REPORT DISTRIBUTION RESPECTFULLY SUBMITTED, 1.FILE 5 CONSTRUCTION TECHNOLOGY 2:MR.D.SARGENT,APD 6 3:MR.G.MULVEY.MCI 7 TOM JOSLIN,S E.'l'.(NICI?T) 4:MR D.HATIN.OBI) 8 MANAGER TF.CI INICAI.SERVICES Framing / Firestopping Inspection Re••rt D M Office No. (518) 761-8256 Date Inspection -• = :• . Queensbury Building &Code Enforcement Arrive: 1 Z`- )ar, • L'.-0•-rt: I1.=.c a p 742 Bay Road, Queensbury, NY 12804 Inspector's Initial:t NAME:_ ` /(.) PERMIT#: LOCATION: - INSPECT ON: TYPE OF STRUCTURE: Framing X N /N/A COMMENTS: Attic Access 22" x 30" minimum Jack Studs/ Headers „F EQ j Lj Bracing /Bridging -Vz.7,lei -hangers '` L L_ (' '7 .�<, Jack Posts/MainBeams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches I Holes I Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side '/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall _ Windows Habitable Space I Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/ below grade 5.0 sf grade L:U3uilding&Codes Form—OLD\Buikiing&CodeSUnspection Forms\Framing Firestopping Inspection Report.doc Revised January 7,2008 L �z 3 Framing / Firestopping Inspection Report P I Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: y0 am/ Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: '(l'� NAME: a • ` PERMIT#: I v� ^7 LOCATION: '2E;.r� h 1d INSPECT ON: 3 /i- TYPE OF STRUCTURE: =Yvtm�`. Y N ! WA COMMENTS: Framing Attic Access 22" x 30" minimum — ?AICA a GIG GAJ"`%//J Jack Studs/Headers Bracing /Bridging /V4( / � Td-urlitJ Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"0.C. 2T-4(x_ Headroom 6 ft. 8 in. 40/6, R71(•‘( Stairwells 36 in. or more Exterior Deck Bracing Ae//6/(-/ sC�f cc), Headroom 6 ft. 8 in. • Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %(w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses /rviS Anchor Botts 6 ft. or less on center Ice and water shield 24 inches from wall t✓!� Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour (Ve ct C C U- " Firestopping ILJJ//f Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'Az inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L:1Building&Codes Fortes-OLD1Building&Codes\lnspection Forms\Frambq Firestopping Inspection Report.doc Revised January 7,2008 MiTek® MiTek USA, Inc. 6904 Parke East Blvd. Tampa, FL 33610-4115 Re: 1 22364 Mulvey/Taco bell The truss drawing(s)referenced below have been prepared by Mitek Industries,Inc. under my direct supervision based on the parameters provided by Saratoga Lumber Traders, Inc.. Pages or sheets covered by this seal: T4460153 thru T4460154 My license renewal date for the state of New York is June 30,2014. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. Of NEN/ 4 ' rcc C7 ;� IU W m W 2 G. c �1a 2 (%1 X7735 fast, July 16,2012 Albani,Thomas The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSI/TPI 1 Sec.2. s Job Truss Truss Type Qty Ply Mulvey l Taco bell T4460153 122364 MO1 Monopitch Truss 27 1 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 7.250 s Aug 25 2011 MiTek Industries,Inc. Mon Jul 16 13:18:36 2012 Page ID.zgC6DA25ele0Ln61DzuvUxyzSCv-YYxkg2PmQbscSvsLdcclPE_kg?JLPU06nhJOCdyxUwH I 6-0-5 I 11-9-3 I 17-6-0 I 23-2-13 I 28-11-11 I 35-0-0 I 6-0-5 5-8-13 5-8-13 5-8-13 5-8-13 6-0-5 Scale=1:58.5 5x8= 5x6= s 0.50 12 R 6x10= 4x6 = 4x9 = 4x9= 5x6 = I G H AA 4x6 = x Y F Z 5x12= E O V W D E El. . n 4 T B W7 ra .4 II O P 0 N MK 8 6x14= 4x6= 8x14 MT2OH= 2x4 II 4x4= 5x6 = 402= 6x12 MT2OH= I 6-0-5 I 11-9-3 I 17-6-0 t 23-2-13 1 28-11-11 I 35-0-0 6-0-5 5-8-13 5-8-13 5-8-13 5-8-13 6-0-5 Plate Offsets(X,Y): [B:0-3-6,0-2-101,IH:0-3-8,0.3-01 10:0-7-0,0-4-121 LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/dell Ud PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.65 Vert(LL) -0.76 N-O >545 240 MT20 169/123 (Ground Snow=60.0) Lumber Increase 1.15 BC 0.89 Vert(TL) -1.31 N-0 >317 180 MT2OH 127/93 TCDL 10.0 Rep Stress Incr NO WB 0.92 Horz(TL) 0.26 J n/a n/a BCLL 0.0 • Code IBC20061TPI2002 (Matrix-M) Weight:210 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Structural wood sheathing directly applied or 2-4-11 oc purlins, except BOT CHORD 2 X 6 SYP SS end verticals. WEBS 2 X 4 SPF-S No.2*Except* BOT CHORD Rigid ceiling directly applied or 7-1-0 oc bracing. Q-R,J-S:2 X 6 SPF-S No.2,B-Q,H-J:2 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt C-P,E-M,F-K,H-J 2 Rows at 1/3 pts B-Q MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS (lb/size) Q=3348/0-5-8 (min.0-3-15),J=3198/0-5-8 (min.0-3-12) Max Horz Q=455(LC 6) Max Uplift Q=-323(LC 6),J=-485(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-Q=-609/102,A-T=-637/374,B-T=-624/374,B-U=-7221/996,C-U=7190/994, C-V=-9842/1156,V-W=-9827/1156,D-W=-9824/1156,D-E=9823/1158,E-X=-7863/912, X-Y=7843/913,F-Y=7840/913,F-Z=-4874/644,G-Z=-4857/645,G-H=-4838/645, H-AA=-297/199,I-AA=292/199,I-J=529/155 BOT CHORD P-Q=-1244/7190,O-P=-1403/9817,N-0=1219/9510,M-N=1219/9510,L-M=-1014/7844, K-L=-1014/7844,J-K=-647/4853 WEBS B-Q=-7295/702,B-P=-45/1146,C-P=-2857/302,E-0=-191/439,E-M=-1840/226,F-M=-27/887, F-K=-33581412,H-K=110/1618,H-J=5364/745 NOTES 1)Wind:ASCE 7-05;90mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II;Exp C;enclosed;MWFRS(all heights); ��" cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 of N E vy y 2)TCLL:ASCE 7-05;Pg=60.0 psf(ground snow);Pf=42.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 �� PS A.q O 3)Unbalanced snow loads have been considered for this design. /,.\>-• � �o (B 'Q 4)All plates are MT20 plates unless otherwise indicated. �1` 9� 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. * \ * ` 6)*This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit r /f,i ay--,fe.•...�=" ' ,:r,j between the bottom chord and any other members. t(-',,c I t ;I-I 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Ot=1b)Q=323, `• I ' , : 111 J=485. Gn o - '? 8)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. C? 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. 0077357", Ali= LOAD CASE(S) Standard 'InFEss)QNP� July 16,2012 Continued on page 2 4 a WARNING•Verify design parameters and READ NOTES ON TIES AND INCLUDED MITEK REFERENCE PAGE Ml 7473 BEFORE USE. Design valid for use only with MiTek connectors.This design is based only upon parameters shown-and is for an individual buikting component. Mill Applicability of design parameters and proper incorporation of component is responsibiity of buiding designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibility of the Wei(' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage.delivery.erection and bracing,consult ANSI/TPIt Quality Crflerla,DS14-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312,Alexandria.VA 22314. Tampa,FL 33810.4115 If Southern Pine(SP or SPp)lumber is specified,the design values are those effective 06;01;2012 by ALSC or proposed by SPIB. Job Truss Truss Type Qty Ply Mulvey I Taco bell 14460153 122364 MO1 Monopitch Truss 27 1 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 7.250 s Aug 25 2011 MiTek Industries,Inc. Mon Jul 16 13:18:36 2012 Page 2 I D:zgC6 DA25ele0Ln61 Dzuv Uxyz8Cv-YYxkg2Pm Q bscSvsLdccl P E_kg?J L P U Q6nh J 0 Cdyx Uw N LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:V-W=-144,W-X=104,X-Y=-138,J-Q=-20 Trapezoidal Loads(plf) Vert:A=-216-to-T=-179,T=-219-to-U=-167,U=-267-to-V=-244,Y=-138-to-AA=-203,AA=169-to-1=-216 . �pF NEIN Y 4,P` op,S A. <6, Gr0 ��R �� • r r�rl SSP ..� •2 . \O\ \ �77351.� gOPES S10N4 July 16,2012 • i A WARNING•Verify deign parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE hIII-74 73 BEFORE USE. Design void for use only with M7ek connectors.This design is based only upon parameters shown.and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsrbiity of buiding designer-not truss designer.Bracing shown is for lateral support of individuol web members only.Additional temporary bracing to insure stabity during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding MiTek. fabrication,quality control.storage.delivery.erection and bracing.consult ANSI/TPI1 Quaaty Criteria,DSB-89 and BCSI Boning Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute,781 N.Lee Street,Suite 312•Alexandria.VA 22314. Tampa,FL 33610-4115 If Southern Pine(SP or SPp)lumber is specified,the design values are those effective 0610112012 by ALSC or proposed by SPIE. Job Truss Truss Type Qty Ply Mulvey/Taco bell T4460154 122364 MG01 MONOPITCH TRUSS 8 2 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 7.250 s Aug 25 2011 MiTek Industries,Inc. Mon Jul 16 13:18:38 2012 Page' ID:zgC6DA25ele0Ln61DzuvUxyz8Cv-Vw3U5kR1 yD6KhC0jl1 fmUf333p_KtPePF9o7HVyxUw I 5-2-8 /-0-1 11-9.3 I 17.8.0 I 23-2-13 I 28-11-11 2p-9.8 35-0-0 I 5-2-8 0-9-1 5-8-13 5-8-13 5-8-13 5-8-13 0-9-1 5-2-8 Scale=1:58.7 4x9= 5s6= s 0.50 IT2 R 4x14 = 4x9= 4x6 _ 5x12 = 4x6— 4x9— 3 _ E W F x V_ G H _ 7 B T C U D C. _ . V = i'•• LI E7 El iiii'l. 0 I I'4144IIIIIIIH4H. �� � ��9. WU �� Y 1111111111 ".I. Rik Y , 0 P 0 N M L K J 6x12 = 4x6= 8x14 MT2OH= 2x4 II 6x12 MT2OH= 7x8= 6x10= 4x4= I 5-2-8 ?-0-`� 11-9-3 I 17-6-0 I 23-2-13 I 28-11-11 2B-9- 35-0-0 l 5-2-8 0-9-13 5-8-13 5-8-13 5-8-13 5-8-13 0-9-1 5-2-8 Plate Offsets(X,Y): [B:0-3.6,0-2-10],[F:0-3-8,0-2-01,[G:0-3-0,Edge],[H:O-6-0,0-1-81,[K:0-3-8,0-3-8],[0:0-7-0,0-4-12) LOADING(psf) SPACING 3-10-0 CSI DEFL in (Ioc) Udell L/d PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.72 Vert(LL) -0.77 N >540 240 MT20 169/123 (Ground Snow 60.0) Lumber Increase 1.15 BC 0.86 Vert(TL) -1.32 N-0 >314 180 MT2OH 127/93 TCDL 10.0 Rep Stress Incr NO WB 0.87 Horz(TL) 0.27 J n/a n/a BCLL 0.0 • Code IBC2006/TPI2002 (Matrix-M) Weight:419 lb FT=20% BCDL 10.0 LUMBER BRACING TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD 2-0-0 oc purlins(3-7-7 max.), except end verticals BOT CHORD 2 X 6 SYP SS (Switched from sheeted:Spacing>2-0-0). WEBS 2 X 4 SPF-S No.2*Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Q-R,J-S:2 X 6 SPF-S No.2,B-Q,H-J:2 X 4 SPF 1650F 1.5E WEBS 1 Row at midpt B-Q,C-P,F-K,H-J REACTIONS (lb/size) Q=6124/0-5-8 (min.0-3-10),J=6883/0-5-8 (min.0-4-1) Max Horz 0=872(LC 6) Max Uplift0=-579(LC 5),J=-1133(LC 6) FORCES (Ib)-Max.Comp./Max.Ten.-All forces 250(Ib)or less except when shown. TOP CHORD A-Q=-1166/194,A-B=1204/715,B-T=-13074/1774,C-T=-13030/1777,C-U=-1848912167, D-U=-18467/2169,D-E=-18467/2172,E-V=-17935/2261,V-W=-17903/2259,F-W=-17858/2254, F-X=-10810/1426,X-Y=-10749/1423,G-Y=-10723/1423,G-1-1=-10706/1423,H-1=570/382, I-J=-981/288 DOT CHORD P4Q=-2188/13026,O-P=-2579/18379,N-0=-2775/19844,M-N=-2775/19844,L-M=-2712/17888, K-L=-2712/17888,J-K=-1627/10740 WEBS B-0=-13194/1268,B-P=-101/2342,C-P=-5820/613,C-0=0/907,E-0=-1549/240,E-N=0/445, E-M=-2161/194,F-M=0/1083,F-K=-8025/1218,H-K=-411/3843,H-J=-11955/1869 NOTES 1)2-ply truss to be connected together with 10d(0.131"x3")nails as follows: Top chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Bottom chords connected as follows:2 X 6-2 rows at 0-9-0 oc. Webs connected as follows:2 X 4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply QF N E w connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. jaS A. G e O,p 3)Wind:ASCE 7-05;90mph;TCDL=6.0psf;BCDL=6.Opsf;h=25ft;B=45ft;L=35ft;eave=5ft;Cat.II;Exp C;enclosed;MWFRS(all heights); `Q O� cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 CO y '1- 4)TCLL:ASCE 7-05;Pg=60.0 psi(ground snow);Pf=42.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1 * A. \"� 1 5)Unbalanced snow loads have been considered for this design. 41- . 6)All plates are MT20 plates unless otherwise indicated. r_ }j-- S r 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. C1 t : I �_ I W 8)•This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit ) -l 4.,, @,t �,;. Z between the bottom chord and any other members. Cn 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except(jt=lb)0=579, (< J=1133. 0p ?7357'1 �� 10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSUTPI 1. R��ESSIONP� 11)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. _ 12)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. July 16,2012 ContiouRdarxloge.2. , - t AWARNING•Verify design parameters and READ NOTES ON MS AND INCLUDED MTTEK REFERENCE PAGE 141.7473 BEFORE USE. • Design valid for use only with M7ek connectors.This design is based only upon parameters shown,and is for an individual building component. Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer.Bracing shown NI is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction is the responsibillity of the MiTek' erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control,storage,delivery,erection and bracing.consult ANSI/TPII Quality CtHerla.058.89 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria.VA 22314. Tampa,FL 33610-4115 It Southern Pine(SP or SPp)lumber is specified,the design values are those effective 06,012012 by AL SC or proposed by SPIE. • Job Truss Truss Type Qty Ply Mulvey l Taco bell T4460154 122364 MG01 MONOPITCH TRUSS 8 Job Reference(optional) Saratoga Lumber Traders,Ballston Spa,NY 12020 7.250 s Aug 25 2011 MiTek Industries,Inc. Mon Jul 16 13:18:38 2012 Page 2 ID:zgC6DA25ete0Ln61DzuvUxyz8Cv-Vw3U5kR1 yD6KhC0jl1 fmUf333p_KtPePF?o7HVyxUw LOAD CASE(S) Standard 1)Snow:Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:U-V=199,V-W=-511,J-Q=-38 Trapezoidal Loads(plf) Vert:A=-412-to-U=-199,W=-511-to-Y=-589,Y=-277-to-l=-412 �Q O�pS A.qG& "53 1— Lint 07357.1 (e..." °PESSIO July 16,2012 4 r A,WARNING Verify design parameters and READ NOTES ON THIS AND INCLUDED b1ITEK REFERENCE PAGE MII.7473 BEFORE USE. Design valid for use only with MiTek connectors.This design Is based only upon parameters shown.and Is for an individual building component. Applicability of design parameters and proper Incorporation of component is responsibility of building designer-not truss designer.Bracing shown 141.1 Is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilfity of the MiTek' erector. Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding fabrication.quality control.storage.delivery,erection and bracing,consult ANSI/TPII Qualify Criteria,055.89 end SCSI Building Component 6904 padre East Stud. Safely Information available from Truss Plate Institute.781 N.Lee Street.Suite 312.Alexandria,VA 22314. Tampa.FL 33610.4115 It Southern Pine(SP or SPp)lumber is specified,the design values are those effective 0681:2012 by ALSC or proposed by SPIE. Symbols Numbering System © General Safety Notes .i . PLATE LOCATION AND ORIENTATION 3/" Center plate on joint unless x,y 6-4-8 dimensions shown int ft-in-sixteenths Failure to Follow Could Cause Property ►I1 4 (Drawings not to scale) Dama e or Personal In u offsets are indicated. I g 1 ry MMDimensions are in ft-in-sixteenths. I4 Apply plates to both sides of truss 1 2 3 I. Additional stability bracing for truss system,e.g. and fully embed teeth, diagonal or X-bracing,is always required. See BCSI. TOP CHORDS 1 „ 2. Truss bracing must be designed by an engineer.For 0-1/16" 4 wide Truss spacing,individual lateral braces Themselves may require bracing,or alternative Tor I Il.4 a bracing should be considered. IEM O F � �� 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c�-e cs-a PO designer,erection supervisor,property owner and plates 0 "s' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each - This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI I. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. •Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for use with fire retardant,preservative treated,or green lumber. ICC-ES Reports: The first dimension is the plate 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular ESR-131 1,ESR-1352,ESR 1988 responsibility of truss fabricator.General practice is 10 to slots-Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. I I.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and Southern Pine lumber designations are as follows: in all respects,equal to or better than that ij Indicated by symbol shown and/or SYP represents current/old values as published specified. by AWC in the 2005/2012 NDS by text in the bracing section of the SPp represents SPIB proposed values as provided 13.Top chords must be sheathed orpurlins provided at output. Use T or I bracing in SPIB submittal to ALSC dated Sept 15,2011 spacing indicated on design. if indicated. SP represents ALSC approved/new values with effective date of June 1,2012 14,Bottom chords require lateral bracing at 10 ft.spacing, (2x4 No 2 and lower grades and smaller sizes), or less,if no ceiling is installed,unless otherwise noted. BEARING and all MSR/MEL grades 15.Connections not shown are the responsibility of others. "IL 111 Indicates location where bearings 16.Do not cut or alter truss member or plate without prior (supports) occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. SME reaction section indicates joint number where bearings occur. 17.Install and load vertically unless indicated otherwise. t 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with project engineer before use.Standards: ANSI/TPI l: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, is not sufficient. BCSI: BuildingComponent SafetyInformation, leK20.Design assumes manufacture in accordance with p ' g Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:MII-7473 rev,01/18/2012 To: Job Number: 122364 Curtis Delmar Project: Mulvey Construction II Grove St Salesperson: *Mike Manning Saratoga Lumber Traders, Inc. Delmar,NY 12054 Designer: Anthony Nigro Quote Number: 122364 831 Route 67 • Building No. 46 P.O.Number: 1207-D35427 Ballston Spa • NY • 12020 DTO: P PRODUCTION DATE 07/20/12 Taco Be Taco Bell (518) 885-0194 • (518) 885-1041.'" Corinth Road Page: 1 Queensbury,NY 12804 Date: 07/16/12 13:23:06 MODEL: TAG: LOT# SUBDIV: DELIVERY INSTRUCTIONS: SPECIAL INSTRUCTIONS: Profile: Qty: Truss Id: Span: Truss Type: Top Pit. LOH ROH Load By: Height Bot.Pit. 0.50 27 MOI 35-00-00 06-09-00 Bundle: 2364-A 209 lbs.each 2 X 6 2 X 6 Monopitch Truss (8)2-Ply 0.50 - - 16 MGO1 35-00-00 06-09-00 Bundle: 2364-A 209 lbs.each 2 X 6 2 X 6 MONOPITCH SBCA BRACING INSTRUCTIONS STAMPED ENGINEERED CERTIFICATE THE ABOVE LISTED ITEMS HAVE BEEN RECEIVED IN GOOD CONDITION.(EXCEPTIONS NOTED) RECEIVED BY: DATE: APPROX.TOTAL WEIGHT 8987 lbs. THANK YOU FOR YOUR BUSINESS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake;New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: HOSPITALITY SYRACUSE,INC. REPORT NUMBER: 2 :PAGE#: 1 290 ELWOOD DAVIS ROAD,SUITE 320 INSPECTION DATE: 07/26/12 SYRACUSE,NEW YORK 13088 OUR FILE NUMBER: 1484.001(e) INSPECTOR&TEST SET: BRYAN CASAW#12 ATT'N: MR.STEPHEN PINKERTON AMBIENT WEATHER: 50's:LT.RAIN PROJECT: TACO BELL RESTAURANT:CORINTH ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 129942 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:EAST&NORTH WALL DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 4589 r 790686 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 TIME CONC. BATCHED/ARRIVED: 6.49/ 7.07 TIME PLACEMENT BEGAN/ENDED: 7.14/ 7.57 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50 ) 1.13 SLUMP ON ARRIVAL (INCHES) 4.50 WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00) 4.50 ENTRAINED AIR (%VOL) (SPEC: 4.50- 7.50) 7.20 UNIT WEIGHT (PCF) (SPEC - ) 143.55 CONCRETE TEMP. (F) (SPEC 45 - 85) 78 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER: 129942- 129947 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING lAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P.S.I.@ 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/27/12 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 129942 08/02/12 7 34,550 2750 COARSE AGGREGATE#2: LBS. 129943 08/02/12 7 35,400 2820 COARSE AGGREGATE#3: LBS. 129944 08/23/12 28 48,600 3870 FINE AGGREGATE: LBS. 129945 08/23/12 28 51,200 4080 ADMIXTURE#1: OZS. 129946 08/23/12 28 49,850 3970 ADMIXTURE#2: OZS. 129947 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5:MR.D.HATIN,QBD 2:SUPPLIER 6: 3:MR.D.SARGENT,APD 7: 4:MR.G.MULVEY,MCI 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 William Street,Ballston Lake,New York 12019 Phone:(518)399-1848 Fax:(518)399-1913 CLIENT: HOSPITALITY SYRACUSE,INC. REPORT NUMBER- 1 :PAGE#: 1 290 ELWOOD DAVIS ROAD,SUITE 320 INSPECTION DATE: 07/24/12 SYRACUSE,NEW YORK 13088 OUR FILE NUMBER- 1464 001(e) INSPECTOR&TEST SET: CAST BY CLIENT ATT'N: MR STEPHEN PINKERTON AMBIENT WEATHER PROJECT: TACO BELL RESTAURANT:CORINTH ROAD,QUEENSBURY,NY. OUR FILE LOCATION: 129939 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: YARDAGE DELIVERED/SUBTOTAL: TIME CONC. BATCHED/ARRIVED: TIME PLACEMENT BEGAN/ENDED: / CONCRETE AGE(HOURS) (SPEC: MAX: 1 50) SLUMP ON ARRIVAL (INCHES) WATER ADDED ONSITE(GALLONS) WATER ADDED AT DISCRETION OF SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: PLACEMENT SLUMP(INCH) (SPEC: - 5.00 ) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00 ) UNIT WEIGHT (PCF) (SPEC - ) 143.36 CONCRETE TEMP. (F) (SPEC 45 - 85) NUMBER OF TEST SPECIMEN CAST 3 LAB CYLINDER CONTROL NUMBER; 129939- 129941 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: JOINTA-GALUSHA,LLC CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 3000 P S.I. 28 DAYS : UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 07/25112 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL COARSE AGGREGATE#1: LBS 129939 07/31/12 7 25,850 2060 COARSE AGGREGATE#2 LBS 129940 08/21/12 28 42,650 3400 COARSE AGGREGATE#3: LBS 129941 08/21/12 28 38,900 3100 FINE AGGREGATE: LBS ADMIXTURE#1: OZS ADMIXTURE#2: OZS. ADMIXTURE#3: OZS AIR ENTRAINING AGENT OZS REPORT DISTRIBUTION: 1: FILE 5:MR D.HATIN,QBD 2:SUPPLIER 6. 3:MR.D SARGENT,APD 7 4.MR G MULVEY,MCI 8 RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN, (1717) MANAGER TECHNICAL SVCS _ _ i v - c-TN.-- Foundation Inspection Report Office No.(518)761-8256 Date InsRection . '- . Queensbury Building&Code Enforcement Arrive: la-,� : k, , Depart: /: 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ...IA, 1 NAME: 1--;-e_ I 'i• . i T#: i :� . - LI O LOCATION: k q cI Cc ' -1 v-\-1 1-f 1t-cA—C SPECT ON: /S// 2i TYPE OF STRUCTURE: 3 ,,, A,E..cw,c_o Comments Y N N/A outings \ Piers NI Monolithic Slab ' (7 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/Walipour Reinforcement in Place Footing Dowels or Keyway in place • Foundation Dampproofing Foundation Waterproofing Footing Drain Daylight or Sump F ting Drain Stone: /� 12 inch width 6 inches above footing 6 mil poly for wet areas under slab ackfill Approval o1)fpPlumbing Under Slab VC/Cast/Copper Foundation Insulati n Ince ' Exterior R- \D Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report Office No. (518)761-8256 Date Inspection e• re. lye' Queensbury Building&Code Enforcement Arrive: ' ' Depart: Iz�-Lcaipmm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: J c NAME: 1 ''* t3F LL RMIT#: I Z-z_Li O LOCATION: C-i,RI CT1-A 1 n INSPECT ON: < —Z....— 1Z _ TYPE OF STRUCTURE: Comments 2- 1 b3b\- .-_ « Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement it of the concrete. Materials for this purpose on site. Foundation/Wallpour Oa L-Tbc) Z., A►�C\Ao Q- -c5 alb\. Reinforcement in Place V Footing Dowels or Keyway in place Y' Foundation Dampproofmg • Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab 6y7ackfill Approval �E Pl tin, nder Slab AO cre�� cbE Pv•a -. 'opper L tv E3 �� 1 - Fowl' :tion Insulation Interior/Exterior R- PV_E_ bvp �J� RoughGrade 6 inch dropwithin 10 ft. ` \�� L:\Building&Codes Forrns\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report O e cir1 e S d ` 1 Office No.(518)761-8256 Dateection req fi` ' ed: Queensbury Building&Code Enforcement Arrive: E : •4, Depart: 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: ' NAME: /-( L) A /..,4d PE ri IT#: / ' qC LOCATION: i q I. SPECT ON: g -f--/c TYPE OF STRUCTURE: (' ,N,o Comment Y N N/A /D e I � � Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on sit . _ Y// /Foundation/Wallpour - a / T 1 ,3� P\_E.`E -6 ��1 U Reinforcement in Place ✓ OcL1-- L--16 L---%��t) . tz t Vk- Footing Dowels or Keyway in place V-EC 1� "T© t-i.t cc Foundation Dampproofing \\; .NIA • Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspectlon Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Foundation Inspection Report J Office No. (518)761-8256 Date Inspection request received: �,�-��/ Queensbury Building&Code Enforcement Arrive: am/pm Depart:/��_(�J pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: C NAME: f £ LL PERMIT#: l "0\kJ LOCATION: 19 ci t INSPECT ON: —7 TYPE OF STRUCTURE: Comments Y �1T NLA ' Piers Y R f Monolithic Slab iv` � 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/Waipour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM Olg /idea Foundation Inspection Report Office No.(518)761-8256 Date Inspection -ived• t Queensbury Building&Code Enforcement Arrive: \:; j: f,r ��_yDepart: . am! m 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: ' ` &) L L NAME: I � RMIT#: :9\a {lb LOCATION: `:, c INSPECT ON: TYPE OF STRUCTURE: Comment t 3\)* Y , N NA. Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing e6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab ��67")//PVC , PVC/Cast/Copper � o, nor Exterior R-la 7 " cfatk Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspectlon Forms\Foundatlon Inspection Report.doc Last printed 12/20/2005 9:24:00 AM p (-- Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart:\`lam/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:/ i1,t (( NAME: /( Ed PERMIT#: / —3.440 LOCATION: C 1 Rd INSPECT ON: 7 -- -/d, TYPE OF STRUCTURE: (lam—L-A" Comment N N/A Footings Piers tom` — ra'Cr1 � Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement _ of the concrete. Materials for this purpose on site. _ Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval ,0-• Plumbing Under Slab PVC/Cast/Copper /. Foundation Insulation Interior/Exterior __ R 6 Rough Grade 6 inch drop within 10 ft. L:\Building &Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM ) L(e- --106t) Foundation Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials: 6� NAME: 14 6 _), / 1 PERMIT#: Jo) -J\ 1( LOCATION: Cts �-,� koi INSPECT ON: `-t-- TYPE f TYPE OF STRUCTURE: -TA_Lv T .�►-L- Comments Y N � � Footings /�-� , Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Footing Dowels or Keyway in place V �� \5 2_L' Foundation Dampproofmg Foundation Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:1Building&Codes Forms\Building&Codes\Inspection Forms\Foundatton Inspection Report.doc Last printed 12/20/2005 9:24:00 AM