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CC-000002-2017 TOWN,-OF QU.EENS8U Y 742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201 - - Community Development-Building& Codes (518) 76178256 CERTIFICATE OF OCCUPANCY- 'Permit Number: CC-000002-'2017 Date lssued: Thursday, March,l,20.18 This is to certify that work requested to be done as shown by Permit Number. CC-000002-2017 has been completed. Tax Map Number: 2.88.8-1-14 Location: 1540 State Rte.9 Owner: Flintlock.Corp. Applicant: Brian Olesen This structure may be occupied as a: Commercial Alterations 12,000 s.f. Commercial Additions 1230 s.f. By Order of Town Board Cross Ref, AV PZ 260-2016; SP PZ 258-2016; SUP PZ'259-201.6 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 Director of Building&Code Enforcement Planning Board or Zoning Board.ofAppeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5904. (518)761-8201 Community Development-Building&Codes (518)761-8256 BUILDING.PERMIT Permit Number: CC-000002-2017 Tax Map No: 288.8-1-14 Permission is hereby granted to: W.Lashway Construction Services For property located at: 1540 State Rte 9 In the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance Tyne of Construction Owner Name:• Flintlock Corp. Business Office-Alteration $85,000.00 Owner Address: 1702 Central AVE Total Value $85,000.00 . Albany,NY 122015 Contractor or Builder's Name/Address Electrical Inspection Agency W.Lashway Construction-Services Plans&Specifications Commercial Alterations 12,000 s.f. Commercial Additions.1230 s.f. Cross Ref. AV PZ 260-2016;SP PZ 258-2016;SUP PZ 259-2016 $2,682.90 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,January 17,2018 (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 sbury; Aa7 17 2017 SIGNED BY: 4for the Town of Queensbury. Director of Building&Code Enforcement Test " PRINCIPAL STRUCTURE'URIE APPLICATION Office Use Only Date. December 50 @ ZOO-Permit No. C.C."DO 2- Permit Fee 210is 2.9 O Zone cl Historic? _Yes x No Rec e I n W i co, 4, 15-4rs Subdivision Name Lot# Site Plan# �r �' Subdivision# Project Location 1540Route1QjdCey156'-(j( MV TOWN BD.RESOLUTION 86-2013: $850 recreation fee for new dwelling units—single family,duplexes/two-family;multiple family, apartments,condominiums,townhouses,and/or manufactured&modular homes,but not mobile homes. This is in addition to the permit fee(s). Primary Owner(s) Flintlock Corporation—Brian Address 1702 Central Ave Albany,NY Phone/Email (518)817-122b Applicant Brian®LCSer� Address 1702 Central Ave Albany,NY Phone/Email (518)817-1223 Contractor Address Set Phone/Email 33C_ 1 (4( Q GA L t66 M Contact Person for Building & Codes Compliance: Todd Phone (518)225-50 TYPE, OF CONSTRUCTION v'Check all that apply New Addition Alteration I"floor sf 2nd floor sf Total sf Height Single Family Two-Family Multi-Family JAN U1' (4 of units_� TOWN OF Q EENSBURY Townhouse Business Office Retail -Mercantile - 1 Factory-industrial Attached Garage (1, 2, 3, 4+) Other Indoor =t` �,/ 7 i if Town of Queensbury Building&Codes Principal Structure Application revised January 2016 If commercial or industrial please indicate name of business Adirondack Outfitter and`R'1� e__� Proposed use of building or addition Indoor Range,Retail Firearms and Source of Heat(circle one) Gas Oil Propane Solar Other Fireplace: Complete a separate application for Fuel Burning Appliances &Chimneys N/A Are there structures not shown on plot plan? No Are there easements on the property? No Site Information: a. Dimensions or acreage of lot b. Is this a corner lot? Yes No No c. Will the grade be changed as a result of constriction Yes No No d. Public water or Private well (circle one) Public Private Yes e. Sewer or Private Septic System(circle one) Sewer Private Yes Value of all work to be performed (labor or materials) $ $85,000 DF,,C ARATION. 1. I acknowledge no construction shall be commenced prior to issuance of a valid pennit and will be completed within a 12 month period. 2. If work is not complete by the I year expiration date the permit may be renewed, subject to fees and department approval. 3. 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 NYS Building Codes,local building laws and ordinances,and in conformance with local zoning regulations 4. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. 5. I also understand that I /we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: 6� I�S� DATE: l SIGNATURE: DATE: For office use only Operating Permit Issued: Yes No Occupancy Type Construction Classification Assembly Occupancy Limit Special Conditions Town of Queensbury Building&Codes Principal Structure Application Revised January 2016 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES NYS BUILDING CODE (B) NYS FIRE CODE (F) Owner/Project: NYS PLUMBING CODE (P) NYS Building location: MECHANICAL CODE(M)NYS FUEL GAS Date: CODE(FG) Reviewer: NYS ENERGY CODE (E) No Topic Section Req'd or Allowed Actual 1 Occupancy B-302 2 Type of Construction Materials Comb/Non B-602 0 CO Fire Resistance B-Table 601 3 o o 'oo Structural Frame D 0 Bearing walls a m n Zk- Floors ;a o N 0 Roof construction wo CDn 3. Bldg Height&Area B-503 �, Tabular Height(feet) B-Table 503 Cj �• � Tabular Height(story) 00 sou n Tabular Area 3 n su 0 D rt0 0 4 Height Modifications Sprinkler N c Increase allowed B-504.2 0 W N O y O Cn s Total Height Allowed 5 Area Modifications Area increase formula B-506.1 Eq 5-1 Aa={At+ [At x If]+ [At x IS]} Frontage Increase B-506.2 Eq If= [F/P-0.25]W130 (P) perimeter of bldg 5-2 (F)frontage of bldg (W) average width Min 20' Max 30' Sprinkler Increase JAN 0 9 2917 Single story B-506.3 300%(1,=3) Multi story 200% (1,=2) T WN OF QUEENSBURY BUILDING&CODES Total Area Allowed Page 1 of 11 No Topic Section Req'd or Allowed Actua 1 6 Area Determination 506.4 3 stories or more (Cumulative) 3 x Aa= Mixed OccupancV 506.4.1 Non-separated Most restrictive x 3 Separated uses Sum of Ratios x 2 (2 story) X 3 (3 story) 7 Multiple Use Bldg Incidental Use Areas B-508.2 No effect on Bldg Area B-Tb1508.2 Separate/Protect Mixed Occupancy 508.3 Accessory Occupancy 508.3.1 <10%, no effect on area Story height limited-T503 Non-separated 508.3.2 Most restrictive height and building area Separated Uses 508.3.3 Sum of Ratios< 1 Rating required Tbl 508.3.3 8 Atriums B-404 Definition B-404.1.1 Sprinkler Protection B-404.3 Smoke Control B-404.4 Enclosure B-404.5 Interior Finish B-404.7 Travel Distance B-404.8 9 Location on Property Fire Separation Distance Wall rating B-Tbl 602 Exterior Wall Openings B-Tbl 704.8 Page 2 of 11 No Topic Section Req'd or Allowed Actua I 10 Fire Rated Const'n Fire Walls B-705 Separate Bldgs B-705.1 Party Wall B-705.1.1 Fire Barrier B-706 Fire Areas B Tbl 706.3.9 o Shaft Enclosure B-707 Fire Partition B-708 Smoke Barriers B-709 Opening Protectives B Tbl 715.4 Concealed Spaces B-717 If combustible construction Fire Blocking B-717.2 Draft Stopping B-717.3 Floors B-717.4 Attics 11 Interior Finishes Wall and Ceiling B-803.1 B-Tbl 803.5 Textiles B-803.6 Floor finishes B-804 12 Interior Environment Ventilation B-1203.1 Light B-1205.1 Min. Rm. Dimensions B-1208.1 Min.Ceiling Height B-1208.2 Page 3 of 11 E No Topic Section Req'd or Allowed Actua 1 13 Exits-Occupant Load B-Tbl 1004.1.1 (a) Egress Width 13-1005.1 (per occupant) B-Tbl1005.1 Number of Exits B Tbl 1019.1 Spaces with one B Tbl 1015.1 Buildings with one B Tbl 1019.2 Ceiling Height B-1003.2 Egress Illumination B- 1006.1 Emergency Power B-1006.3 Exit Signs-where 13-1011.1 Emergency Power B-1011.5.3 13 Egress Components (b) Doors Door Size B-1008.1.1 Door Swing B- 1008.1.2 Operation (locks) 13-1008.1.8 Panic Hardware B-1008.1.9 Stairs Width B-1009.1 Headroom B-1009.2 Tread/Riser B-1009.3 Vertical Rise B-1009.6 Handrails B-1012 13 Exit Access (c) Remoteness B-1015.2 Travel Distance B-1016.1 B-Tbl 1016.1 Corridors Fire Rating B-1017.1 Tab 1017.1 Width B-1017.2 Dead ends B-1017.3 Page 4 of 11 14 H/C ACCESS Exempt Spaces B-1103.2 Route B-1104.1 Multilevel exception B-1104.4 3000SF aggregate Public Entrances B-1105.1 60%accessible Parking B-Tbl 1106.1 Dwelling/sleeping units B-1107 Group R-1, R-2 B-1107.6 #/type of units B-Tb 1107.6.1.1 Additional Facilities B-1109 Toilet Facilities B-1109.2 15 Exterior Wall Water resistive barrier 1403.2 Condensation protection B-1407.3 Class III allowed B-Tab 1407.3.1 Combustible Finishes 1406.2 B-T 1406.2.1.2 Balconies&projections B-1406.3 16 Roof Assemblies Chapt 15 Performance Req'ts Section 1504 Gravel/Stone B-1504.8 limitation B-Tab 1504.8 B-1507 Installation by Material Page 5 of 11 f 17 Structural Documentation 1603.1 Topic Information required Designer documentation Required/Local conditions 1603.1.1 Uniform distributed Table 1607.1 Floor Live Concentrated Impact 1607.8 1603.1.2 Roof live 1603.1.3 Ground snow Pg Fig 1608.2 Roof snow Flat roof Pf ASCE 7 Sec. (Pf=.7 PfQ1Q) 7.3 Exposure Q Importance I Table 7-2 Thermal Ct Table 7-4 Table 7-3 1603.1.4 Wind speed Fig 1609 Wind loads Occupancy Category Tab 1604.5 Importance factor I ASCE 7, Tab 6-1 Exposure 1609.4 Internal pressure Components,Cladding 1603.1.5 Occupancy Category Table 1604.5: Earthquake Importance Factor I design Zip Sand Sl S, S1 Soils/Site Class SDC per Tab's 1613.5.6 (1)&(2) Completed by CEO Sds and Shc Site Sds SDC Seismic Design Cat'y Shc I&II III IV A Page 6 of 11 17 Structural Documentation 1603.1 Topic Information required Designer documentation Required/Local conditions Force resisting system Design base shear B Response coef't,CS C Response factor(s),R D Analysis procedure E 1603.1.6 Flood Hazard Y/N FIRM/FBFM map date Flood load Elev'n lowest floor (1612.5) Elev'n dry floodproof High velocity wave Y/N Elev'n lowest horizontal member 1603.1.7 List loads and applicable Special code sections loads 1603.1.8 Submittal Required FOR: Special SDC>_C Resisting Inspections Sys (Seismic) SDC>_ D Designated Sys SDC>_C Components Page 7 of 11 No Topic Section Req'd or Allowed Actual 18 Fire Protection Eq'p Supervisory Service B-901.6 Sprinkler Systems F/B-903 Where required F/B-903.2 Alt. Extinguishing Syst's F/B-904 Standpipe Systems F/B-905 Fire Extinguishers F-906 Fire Alarm Systems F/B-907 Where required F/B-907.2 Smoke Alarms F/B-907.2.10 Visible Alarms F-907.10.1 B-907.9.1 Smoke Control System F-909 Smoke Vents F-910 Kitchen Hood Ext' F-609.8 Page 8 of 11 No Topic Section Req'd or Allowed Actual 19 Plumbing Code Fixture Count P-Tbl 403.1 General Requirements Pipe Freezing P-305.6 Pipe Hangers P-Tbl 308.5 Water Supply Service Pipe Size P-603.1 Fixture Pipe Size P-Tbl 604.5 Pipe Material P-Tbl 605.4 Valves required P-606.1, 606.2 Sanitary Drainage/Vent DWV Pipe Material P-702 Drain Fixture Units P-Tbl 709.1 Bldg Drain Sizes P-Tbl 710.1(1) Stack and Branch size P-Tbl 710.1(2) Fixture vent location Waste Vent Size Air Admittance P-Tbl 906.1 Valves P-Tbl 910.4 P-917 20 Mechanical Code Ventilation Rates M-Tbl 403.3 /� r�C Xej Propane Ventilation M-502.9.10.1 Dryer Exhaust M-504 Kitchen Exhaust M-506 Kitchen Hoods M-507 Type 1 hood Kitchen Make-Up Air M-508 Cooking Fire Supres'n M-509 Plenums M-602 Fire&Smoke M-607.5 Dampers M-701 Combustion Air M-202 Confined Spaces—Def. Page 9 of 11 No Topic Section Req'd or Allowed Actual 21 Fuel Gas Code Appliance Location FG-303 Combustion Air FG-304 Clearance Reductions FG-Tbl 308.2 Pipe Material FG-403 Shut Off Valves FG-409 Chimney Termination FG-Fig.503.5.4 Gas Vent Termination FG-Fig.503.6.4 Exit Terminal Location FG-503.8 Clothes Dryer Exhaust FG-614 Unvented Room FG-621 Heater 22 Energy Code (a) Climate Zone E-Tab 301.1 Compliance Path ❑ ASHRAE. ASHRAE ❑ Prescriptive E-502-505 ❑ Tota I E-506 Performance E-501.2 except (Mandatory Software issues) ❑ ComCheck Page 10 of 11 No Topic Section Req'd or Allowed Actual 23 Energy Code Prescriptive (b) Building Envelope E-502 Opaque elements E-Tab 502.2(1) Fenestration E-Tab 502.3 Vapor retarder E-502.5 Mechanical System E-503 Service Water Heating E-504 Lighting and Power E-505 Page 11 of 11 Dec. 6. 1U1 / 1U: 11HIV IVIUIH luo. MU r. uio MIDDLE DEPARTMENT INSPECTION AGENCY, INC. Iix1 that the electrical wiring to the electrical equipment listed below has)been examined and is approved as being in accord with the National Electrical Code, applicable governmental, utility and Agency rules in effect on the date noted below and is issued subject to the following conditions. Owner: Flint Lork Corp. Date: P 11/28/2017 Occupant:P 1St Floor Location1540 Route 9 Occupancy:Non-Residential Queensbury, Warren Co. NY Applicant:F � Linda N.Yamin 488 Pawling Ave. Troy NY 12180 Joseph A.hlolmes ,----__-• --_-- No. - - - - - - - - - :14!60591357131EL - Equipment: 1 -200 Amp Ventilation Fan; 1 - 100 Amp VA_tila1lon_F5n­, 1`-100 Amp.�ub Panel,2:'Switches; 65- Receptacles; 68 -Fixtures; 11 -Emergency Lights;5-.-Exit/Emergency Combos r. 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 inspection. No warranty is expressed or implied as to the mechanical safety,effl- of the property,indicated above,this certificate shall be immediately null and void. cienry or fitness of the equipment for any particular purpose_ This certificate shall In the event that this certificate becomes invalld based upon the above conditions, be velid for a period of one year from the above noted date. Should the electrical this certificate may be revalidated upon reinspection by Middle Department 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 ad to,the introduction of additional electrical equipment and/or the replacement of Department Inspection Agency, Inc,to initiate the inspection and revalloation any of the components installed as of the above noted date,this certificate shall be process. A fee will be charged for this service. DECE E DEC 0 7 2017 TOWN OF QUEENSBURY BUILDING&CODES �r_111. TS �2} 2}3/7 � I _ II j N_o ZD 'N 12 OR IO 9A PAN 2 by M r 1' 3/8' CONNECTION PLATE L3x3x3/8x3 PLAN OF STAIR 24. SCALE, 1/4'=1'-O' TREAD DETAILS SCALE- 1'=1'-O' 1 1/4'0 PIPE RAIL (1.66'OD) 1 1/4'0 PIPE RAIL (1.66'OD) POST TS 1 1/2 SQxI/4 � POST TS 1 1/2 SQxI/4 N 1_U' SECTION SHOWN IS THRU CENTER RAILINNG. CONDITION AT WALL WILL BE A ONE-SIDED RAILING N TS /Zt N ,O RAILING DETAILS 3 SCALE- NONE 4' 3T@12'=6'-' TECHNICAL WELDING AND FABRICATORS, LLC. A 27 THATCHER STREET, ALBANY,NEW YORK 12207 PH: 518 463-2229 �TYP ELEVATION FAx s,a 462-1360 INDOOR SHOOTING RANGE SCALE: 1/2'=1'-0' D GLENS FALLS, NY I - Vi i De m er. -CUSTOMER: d ir�.:..� MRH — D a. PROPOSED STAIR TOWN N OF QUEENISBURY — JANUAt2Y 6, 2017 DWG. NO. S-1 1 i 288.8-1-14 CC-000002-2017 Flintlock Corp./American Tactical Sys. 1540 State Route 9 Comm. Add.1230 s.f.IComm. Alt. 12000 s.f. r 7L ! TOWN OF QUEENSBURY BUILDING&C Doors Frames N c N Y N N @ J � Number Width Height Width _ 1 - - EXISTING DOOR & - - - FRAME - - 2 - - EXISTING DOOR & - - - FRAME - - 3 - - EXISTING DOOR & - - - FRAME - - 4 - - EXISTING DOOR & - - - FRAME - - 5 B HM 3-0 6-8 1 3/4" C HM 5 7/8" - 1 6 B HM 3-0 6-8 1 3/4" C HM 5 7/8" - 1 7 - - EXISTING DOOR & - - - FRAME - - 8 A WD 3-0 6-8 1 3/4' C HM 5 7/8" - 2 8A A WD EXISTING BIFOLDS - - WD - - 6 9 - - EXISTING DOOR & - - - FRAME - - 10 A �WD 3-0 6-8 1 3/4" C HM 5 7/8" - 4 o � � N o o 11 A WD EXISTING BIFOLDS - - WD - - 6 O rt co co 12 A �WD 6-0 6-8 1 3/4" C HM 5 7/8" B 3 I D N 0 13 B WD 3-0 6-8 1 3/4" C HM 5 718" - 4 a CD n _. ;170 14 A WD PRE HUNG UNIT - - WD - - - o m I ! D 15 B WD 3-0 6-8 1 3/4" C HM 5 7/8" - 4 3 n � 16 A WD EXISTING BIFOLDS - - WD - - 6 I 0 0 17 B WD 3-0 6-8 1 3/4" C HM 5 7/8" - 1 n 0 _D CD 18 A HM 3-0 6-8 1 3/4" C HM 5 7/8" - 5 _. = a 19 A HM 3-0 6-8 1 3/4" C HM 5 7/8" - 5 o N 0 `C N 20 A HM 3-0 6-8 1 3/4" C HM 5 7/8" - 2 P) y 21 - - EXISTING DOOR & - - - FRAME - - SET# I SET#2 DOORS:#5,#6,# 16 DOORS:#8,#20 HINGES HINGES CODE LOCK ENTRY LOCK CLOSERS CLOSERS SET#3 SET#4 DOOR# 12 DOORS:# 10,# 13,# 15 HINGES HINGES FLUSH BOLTS PASSAGE SET STORE ROOM LOCK CLOSER SET SET#6 DOORS:# 18,# 19 DOORS:#8A,# 11,# 16 HINGES BIFOLD PACKAGE PASSAGE SET HARDWARE CLOSER NOTE:ALL LOCKS LEVER STYLE'ADA COMPLIANT. 14 HARDWARE SC_ HEDULE Fdr: GUN SHOP[FIRING RANGE QUEENSBURY,NY Door. Schedule ----- 36 in — 36 in- 38 in 7-4 in FL2 in � � ---► 'r-.-2 in --� ice- 2 in i 25 in i 1 80 in -, _ 80 in [ 81 in � ® PC of T SScaly a Vl O -0m mr- m Z O �O� ZZZ m�a r D 0r0 O'Oa 'z cn cn O z Z 0 0 CI OOO m MzZc� rn a0 x Z NMco 0 0 0 0 Fn�ut N M 0 cr m>\, N o;u vI m a CIO or mFn m (nLnm r O max a NN m F-1* D >V) zm G7 00 m a 0 D U) r n r 0 13'-0" o F- 15'-0" z m 15'-4" PROPOSED ADDITION/RENOVATION DATE JAN 11 17 ROUTE 9,NORTH OF 149 TOWN OF QUEENSBURY NY SHEET OF DONE BY: STORAGE WALL DETAIL OWNER RKO DAVID J. HOPPER DeRaven Design & Drafting C D S ARCHITECT CONTRACTOR SCALE: 333 Kingsley Rd;Burnt Hills NY CREATIVE DRAFTING SERVICES INC 65 FlANSBURC WDY00RHODSWIE NY FILE # NOV5GRIM 518*478*0630 518 765 9085 11 Range air handling system Load Required Fresh Air Provided Fresh air, Per Person 510 cfin's 38,100 cfm 34 people(max 2 per lane) 15 cfin per person Sq footage 909 cfin's 38,100 cfin 6060sf x .15 South RTU Load Required Provided Fresh Air Sq footage 321 cfin's 400 cfin's 1606sf x .15 North RTU Load Required Provided Fresh Air Sq footage 544 cfin's 650 cfm's 3626sf x .15 (verbal quote from RMB) C"C__0 0CoZ._Z.o rT 333 Kingsley Road, Burnt Hills, NY 120.27 • Office(518)280-3190 • Fax(518)296-5379 • Rich@nolan-engineering.com • www.nolan-engineering.com December 1, 2017 Todd Grimm P.O. Box 157 Troy, NY 12181 SUBJECT: Structural Steel Special Inspection Report SITE LOCATION: 1540 State Route 9 Queensbury, NY 12845 Dear Mr.Grimm, This letter transmits-the results of an inspection that was performed at.the address cited above. Pursuant to Section 1705 of the 2015 International Building Code, special inspection of the erected steel.is required-. On November 28, 2017, 1 inspected the steel columns, beams, open web trusses and steel decking that was installed. I certify that the steel was installed in substantial compliance with the engineered drawings and is otherwise structurally adequate. Please feel free to contact our office if you have any questions. Sincerely; NEyy Y 03 g2° Richard E. Nolan, PE Lic.#083929 C)COtzz— zD Northeastern Air Quality, Inc. P.O. Box 3271 Albany, New York 12203 (518) 857-3641 HVAC SYSTEMS TESTING: Air Balance Report l Project: Gun Shop and Firing Range Location: Queensbury, New York Architect: Engineer: Piping: Sheet Metal: RMB Heating & Air Conditioning, Inc. Delanson, New York Date: November 28, 2017 Prepared by: R. Kelley RKelley(cDNortheasternAirQuality.com Y CERTIFICATION PROJECT: Gun Shop and Firing Range ADDRESS: Queensbury, New York THE DATA PRESENTED IN THIS REPORT IS AN EXACT RECORD OF SYSTEM PERFORMANCE AND WAS OBTAINED IN ACCORDANCE WITH NEBB STANDARD PROCEDURES.ANY VARIANCES FROM DESIGNED QUANTITIES WHICH EXCEEDS NEBB TOLERANCES ARE NOTED THROUGHOUT THIS REPORT. THE AIR DISTRIBUTION SYSTEMS HAVE BEEN TESTED& BALANCED AND FINAL ADJUSTMENTS HAVE BEEN MADE IN ACCORDANCE WITH NEBB "PROCEDURAL STANDARDS FOR TESTING AND BALANCING OF ENVIRONMENTAL SYSTEM"AND THE PROJECT SPECIFICATIONS. TESTING AND BALANCING FIRM: Northeastern Air Quality, Inc. #3159 CERTIFIED BY: Robert V. Kelley DATE: 11/28/2017 SIGNATURE: If 13 / I 1 -*� Page 2 Northeastern Air Quality,Inc. ABBREVIATIONS P.O.Box 3271,Albany,NY 12203-0271 (518)857-3641 PROJECT: Gun Shop and Firing Range THE FOLLOWING IS A LIST OF STANDARD ABBREVIATIONS WHICH MAY APPEAR IN THIS REPORT: ABBREVIATION MEANING ABBREVIATION MEANING A AMPS or AMPERAGE NL NOT LISTED ACH AIR CHANGES PER HOUR NOM NOMINAL AD ACCESS DOOR NOM EFFY NOMINAL EFFICIENCY ADJ ADJUSTABLE NR NOT REQUIRED Ak KINETIC(EFFECTIVE FREE)AREA NS NOT SPECIFIED BG BLAST GATE OBD OPPOSED BLADE DAMPER BHP BRAKE HORSEPOWER OED OPEN END DUCT CALC CALCULATED PF POWER FACTOR CALIBR CALIBRATION or CALIBRATED PH PHASE CD CEILING DIFFUSER PS STATIC PRESSURE CF CUBIC FEET Pt TOTAL PRESSURE CFM CUBIC FEET PER MINUTE Pv VELOCITY PRESSURE cL CENTERLINE RG RETURN GRILLE CLG CEILING RPM REVOLUTIONS PER MINUTE CR CEILING REGISTER RR RETURN REGISTER CS CIRCUIT SETTER SBD SINGLE BLADE DAMPER CSD CEILING SUPPLY DIFFUSER SD SMOKE CONTROL DAMPER DID DIRECT DRIVE SF SERVICE FACTOR DOC DIRECT DIGITAL CONTROL SMC SHEET METAL CONTRACTOR DISC DISCONNECT SWITCH SPS STATIC PRESSURE SENSOR DISCH DISCHARGE SR SUPPLY REGISTER DPR DAMPER TC TEMPERATURE CONTROL AP PRESSURE DIFFERENTIAL TCC TEMPERATURE CONTROL CONTRACTOR EC END CAP TCD TEMPERATURE CONTROL DAMPER ER EXHAUST REGISTER TP THERMALLY PROTECTED FL BHP BRAKE HORSEPOWER @ FULL LOAD AMPS TRAV DUCT TRAVERSE FLA FULL LOAD AMPS V VOLTS or VOLTAGE FTR FINNED TUBE RADIATION VAR VARIABLE GPM GALLONS PLR MINUTE VBD V-BELT DRIVE HP HORSEPOWER VD VOLUME DAMPER LID LINEAR DIFFUSER VEL VELOCITY LF LINEAR FEET(NOMINAL) W WATTS or WATTAGE NA NOT ACCESSIBLE WG WALL GRILLE ND NO DAMPER WMS WIRE MESH SCREEN NDRG NON-DUCTED RETURN GRILLE WR WALL REGISTER NG NO GAUGE ZD ZONE DAMPER NI NOT INSTALLED NIC NOT IN CONTRACT Page 3 Northeastern Air Quality,Inc. AIR MOVEMENT EQUIPMENT TEST SHEET P.O.Box 3271,Albany,NY 12203-0271 (518)857-3641 PROJECT: Gun Shop and Firing Range TESTED BY: R.Kelley DATE: 11/30/2017 SYSTEM: RTU-1 RTU-2 LOCATION: Roof Roof SERVICE: Sales(Center) Sales(Center) MANUFACTURER: York York MODEL: 2F060NIWAAAW 2F060N10A2AAA2D SERIAL NUMBER: W N3304406 NIN3304407 DATE TESTED: 11/30/2017 11/30/2017 MANUFACTURER Genteq Genteq MOTOR STYLE FRAME DID DID NAME- HP RPM 1 1050 1 1050 PLATE VOLTS IPHASE HERTZ 208 1 60 208 1 60 DATA FL AMPS I S.F. 5.3 - 5.3 P.F. I NOM EFFY - - - - CALCULATED(P.F.x NOM EFFY) 0.72 0.72 STARTER HEATER ELEMENTS MOTOR SHEAVE Direct Drive Direct Drive FAN SHEAVE Direct Drive Direct Drive BELTS Direct Drive Direct Drive SHEAVE cL DISTANCE Direct Drive Direct Drive TEST DATA DESIGN C DESIGN FAN RPM - - TOTAL CFM-FAN 1,500 - 1,500 - TOTAL CFM-OUTLETS 1,500 1,529 1,500 1,488 RETURN AIR CFM 1,200 1,218 1,200 1,236 OUTSIDE AIR CFM 300 311 300 252 EXT. DISCHARGE NL 0.13 NL 0.14 STATIC INLET NL 0.06 NL 0.06 PRESSURE TOTAL - 0.19 - 0.20 VOLTS T1-T2 208 209 208 209 T2-T3(3 Ph only) T1-T3(3 Ph only) AMPS T1 5.3 2.7 5.3 2.6 T2 (3 Ph only) T3(3 Ph only) BHP(talc.) F.L.A. f ACTUAL 0.54 0.52 REMARKS: NOTE: If P.F.or NOM EFFY are NL, (P.F.x NOM EFFY)=746Hp1(VAX), where X=1 if 1 Ph,and 1.73 if 3 Ph Page 4 j J Northeastern Air Quality,Inc. AIR MOVEMENT EQUIPMENT TEST SHEET P.O.Box 3271,Albany,NY 12203-0271 (518)857-3641 PROJECT: Gun Shop and Firing Range TESTED BY: R.Kelley DATE: 11/30/2017 SYSTEM: Existing RTU LOCATION: Roof SERVICE: Offices(North) MANUFACTURER: York MODEL: D3G102N13025A SERIAL NUMBER: NGAM144045 DATE TESTED: 11/30/2017 MANUFACTURER Emerson MOTOR STYLE FRAME 56 NAME- HP RPM 2 1725 PLATE VOLTS PHASE HERTZ 208 3 60 DATA FL AMPS I S.F. 7.6 1.25 P.F. I NOM EFFY - - CALCULATED(P.F.x NOM EFFY) 0.72 STARTER HEATER ELEMENTS MOTOR SHEAVE 1 VP50X7/8" FAN SHEAVE AK60X3/4" BELTS AX49 SHEAVE cL DISTANCE 17.50 TEST DATA DESIGN DESIGN FAN RPM 1136 TOTAL CFM-FAN 2,000 - TOTAL CFM-OUTLETS 2,000 1,997 RETURN AIR CFM 2,000 1,589 OUTSIDE AIR CFM - 408 EXT. DISCHARGE NL 0.20 STATIC INLET NL 0.11 PRESSURE TOTAL - 0.31 VOLTS T1-T2 208 211 T2-T3(3 Ph only) 214 T1-T3(3 Ph only) 211 AMPS T1 7.6 6.5 T2 (3 Ph only) 6.3 T3(3 Ph only) 6.5 BHP(calc.) F.L.A. ACTUAL 2.28 REMARKS: 'NOTE: If P.F.or NOM EFFY are NL, (P.F.x NOM EFFY)=746Hp1(VAX), where X=1 if 1 Ph,and 1.73 if 3 Ph Page 5 t;> Northeastern Air Quality,Inc. GRILLE, REGISTER& DIFFUSER REPORT P.O.Box 3271,Albany,NY 12203-0271 PROJECT: Gun Shop and Firing Range - (518)857-3641 TESTED BY: R.Kelley . DATE: 1112812017 REMARKS: DESIGN INITIAL INTERMEDIATE FINAL %OF NO. LOCATION SIZE MODEL Ak VEL CFM VEL CFM VEL CFM VEL CFM DES DATE REMARKS RTU-1 1 Sales 8"x 20" 250 Hood 377 Hood 261 104% 11/28/17 2 Sales 8"x 20" 250 Hood 388 Hood 246 98% 11/28/17 3 Sales 8"x 20" 250 Hood 318 Hood 256 102% 11/28/17 4 Sales 8"x 20" 250 Hood 327 Hood 276 110% 11/28/17 5 Sales 8"x 20" 250 Hood 2115 Hood 236 94% 11/28/17 6 Sales 8"x 20" 250 Hood 228 Hood 254 102% 11/28/17 Total 1,500 1,529 102% 11/28117 Return 7 Sales 16"x 16" 1.78 675 1,200 685 1,218 101% 11/28/17 RTU-2 8 Sales 8"x 20" 215 Hood 145 Hood 223 104% 11/28/17 9 Sales 8"x 20" 215 Hood 116 Hood 214 100% 11/28/17 10 Sales 8"x 20" -215 Hood 176 Hood 205 95% 11/28/17 11 Sales 8"x 20" 215 Hood 186 Hood 212 99% 11/28/17 12 Sales 8"x 20" 215 Hood 301 Hood 217 101% 11/28/17 13 Sales 81,x 20" 215 Hood 295 Hood 215 100% 11/28/17 14 Sales 14"x 14' 210 Hood 385 Hood 202 96% .11/28/17 Total 1,500 1,488 99% 11128/17 Return 15 Sales 16"x 16" 1.78 675 1,200 695 1,236 103% 1 11/28/17 RTU-3 16 Training Room 24"x 24" 250 Hood 318 Hood 256 102% 11/28/17 17 Training Room 24"x 24" 11 250 Hood 325 Hood 249 100% 11/28/17 Page 6 Northeastern Air Quality,Inc. GRILLE, REGISTER&DIFFUSER REPORT- P.O.Box 3271,Albany,NY 12203-0271 PROJECT: Gun Shop and Firing Range (518)857-3641 TESTED BY: R.Kelley DATE: 1112812017 REMARKS: DESIGN INITIAL INTERMEDIATE FINAL %OF NO. LOCATION SIZE MODEL Ak VEL CFM VEL CFM VEL CFM VEL CFM DES DATE REMARKS 18 Training Room 24"x 24" 250 Hood 1.88 Hood 245 98% 11/28/17 19 Training Room 24"x 24" 250 Hood 124 Hood 230 92% 11/28/17 20 Storage 24"x 24" 1 300 Hood 411 Hood 318 106% 11/28/17 21 Front Office 24"x 24" 200 Hood 265 Hood 214 107% 11/28/17 22 Office 24"x 24" 200 Hood. 243 Hood 208 104% 11/28/17 23 Bathroom 24"x 24" 150 Hood 123 Hood 140 93% 11/28/17 24 Bathroom 24"x 24" 150 Hood 153 Hood 137 91% 1 11/28/17 Total 2,000 1,997 100% 11/28117 Return 25 Training Room 24"x 24" 600 Hood 518 86% 11/28/17 26 Hallway 24"x 24" 700 Hood 543 78% 11/28/17 27 Hallway 24"x 24" 700 Hood 528 75% 11/28/17 Total 21000 1,589 79% 11/28/17 Page 7 CONSTRUCTION TECHNOLOGY 4 Vll ;an}Street,Ballston Lake,New York 12019 Phone:(5116'399-1848 Fax:(518)399-1913 CLIENT: GRIMM BUILDING MATERIALS CO.,INC REPORT NUMBER: 1 :PAGE M 1 POST OFFICE BOX 157 INSPECTION DATE: 04/07/17 TROY,NEW YORK 12181 OUR FILE NUMBER: 1647.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.TODD GRIMM AMBIENT WEATHER: 40's:LT.RAIN PROJECT: ADIRONDACK TACTICAL:ROUTE 9,QUEENSBURY,NEW YORK OUR FILE LOCATION: 129960 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:SOUTH ADDITION DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 81 / 48273 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 TIME CONC. BATCHED/ARRIVED: 9.48/ 10.10 TIME PLACEMENT BEGAN/ENDED: 10.20/ 11.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.45 SLUMP ON ARRIVAL (INCHES) 6.00 ®�� WATER ADDED ONSITE(GALLONS): L WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.00 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: ) 139.76 CONCRETE TEMP. (F) (SPEC: 45 - 90) 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 129960- 129965 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: BONDED CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/10/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 129960 04/14/17 7 41,500 3300 COARSE AGGREGATE#2: LBS. 129961 04/14/17 7 39,850 3170 COARSE AGGREGATE#3: LBS. 129962 05/05/17 28 FINE AGGREGATE: LBS. 129963 05/05/17 28 ADMIXTURE#1: OZS. 129964 05/05/17 28 ADMIXTURE#2: OZS. 129965 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY '.'.1.-. TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4 Wibiani Street,Ballston Lake,New York 12019 P11one:(516/399-1848 Fax:(518)399-1913 CLIENT: GRIMM BUILDING MATERIALS CO.,INC REPORT NUMBER: 1 :PAGE#:1 POST OFFICE BOX 157 INSPECTION DATE: 04/07/17 TROY,NEW YORK 12181 OUR FILE NUMBER: 1647.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.TODD GRIMM AMBIENT WEATHER: 40's:LT.RAIN PROJECT: ADIRONDACK TACTICAL:ROUTE 9,OUEENSBURY,NEW YORK OUR FILE LOCATION: 129960 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOOTING:SOUTH ADDITION DELIVERED LOAD NUMBER: 1 TRUCK NUMBER/TICKET NUMBER: 81 / 48273 YARDAGE DELIVERED/SUBTOTAL: 10.00/ 10.00 TIME CONC. BATCHED/ARRIVED: 9.48/ 10.10 TIME PLACEMENT BEGAN/ENDED: 10.20/ 11.15 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.45 SLUMP ON ARRIVAL (INCHES) 6.00 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.00 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: ) 139.76 CONCRETE TEMP. (F) (SPEC: 45 90) 60 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER 129960- 129965 DISCREPANCIES&REMARKS: UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: BONDED CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 04/10/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 129960 04/14/17 7 41,500 3300 COARSE AGGREGATE#2: LBS. 129961 04/14/17 7 39,850 3170 COARSE AGGREGATE#3: LBS. 129962 05/05/17 28 52,550 4180 FINE AGGREGATE: LBS. 129963 05/05/17 28 51,600 4110 ADMIXTURE#1: OZS. 129964 05/05/17 28 53.100 4230 ADMIXTURE#2: OZS. 129965 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION'TECHNOLOGY 4 V,iani Street,Ballston Lake,New York 12019 Phone:(51b)399-1848 Fax:(518)399-1913 CLIENT: GRIMM BUILDING MATERIALS CO.,INC REPORT NUMBER: 2 :PAGE#:1 POST OFFICE BOX 157 INSPECTION DATE: 05/05/17 TROY,NEW YORK 12181 OUR FILE NUMBER: 1647.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.TODD GRIMM AMBIENT WEATHER: 40's:LT.RAIN PROJECT: ADIRONDACK TACTICAL:ROUTE 9,OUEENSBURY,NEW YORK OUR FILE LOCATION: 173256 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:SOUTH ADDITION PLACEMENT LOCATION OF LOAD# 2: FOUNDATION WALL:SOUTH ADDITION LIFT 2 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 27/ 48721 81 / 48722 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 10.00 / 21.00 TIME CONC. BATCHED/ARRIVED: 8.14/ 8.52 8.50 / 9.15 TIME PLACEMENT BEGAN/ENDED: 9.00/ 9.22 9.30 / 10.35 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.13 1.75 1 SLUMP ON ARRIVAL (INCHES) _ 6.00 5.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.00 5.50 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: ) 143.97 CONCRETE TEMP. (F) (SPEC: 45 - 90) 58 58 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBERS 173256- 173261 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 3:OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: BONDED CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 05/08/17 CEMENT: LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 173256 05/12/17 7 39,600 3150 COARSE AGGREGATE#2: LBS. 173257 05/12/17 7 41,200 3280 COARSE AGGREGATE#3: LBS. 173258 06/02/17 28 FINE AGGREGATE: LBS. 173259 06/02/17 28 ADMIXTURE#1: OZS. 173260 06/02/17 28 ADMIXTURE#2: OZS. 173261 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY 7_- . TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CONSTRUCTION TECHNOLOGY 4'Vi4lam Street,Ballston Lake,New York 12019 Phone:(51i)399-1848 Fax:(518)399-1913 CLIENT: GRIMM BUILDING MATERIALS CO.,INC REPORT NUMBER: 2 :PAGE#:1 POST OFFICE BOX 157 INSPECTION DATE: 05/05/17 TROY,NEW YORK 12181 OUR FILE NUMBER: 1647.001 INSPECTOR&TEST SET: DAVE CASAW #5 ATT'N: MR.TODD GRIMM AMBIENT WEATHER: 40's:LT.RAIN PROJECT: ADIRONDACK TACTICAL:ROUTE 9,OUEENSBURY,NEW YORK OUR FILE LOCATION: 173256 CONCRETE FIELD INSPECTION & COMPRESSION TEST RESULTS PLACEMENT LOCATION OF LOAD# 1 : FOUNDATION WALL:SOUTH ADDITION PLACEMENT LOCATION OF LOAD# 2: FOUNDATION WALL:SOUTH ADDITION LIFT 2 DELIVERED LOAD NUMBER: 1 2 TRUCK NUMBER/TICKET NUMBER: 27/ 48721 81 / 48722 YARDAGE DELIVERED/SUBTOTAL: 11.00/ 11.00 10.00 / 21.00 TIME CONC. BATCHED/ARRIVED: 8.14/ 8.52 8.50 / 9.15 TIME PLACEMENT BEGAN/ENDED: 9.p0/ 9.22 9.30 / 10.35 CONCRETE AGE(HOURS) (SPEC: MAX: 1.50) 1.13 1.751 SLUMP ON ARRIVAL (INCHES) 6.00 5.50 WATER ADDED ONSITE(GALLONS): WATER ADDED AT DISCRETION OF: SLUMP OF CONCRETE INTO PUMP: IF APPLICABLE: 6.00 5.50 PLACEMENT SLUMP(INCH) (SPEC: - 5.00) ENTRAINED AIR (%VOL) (SPEC: 4.00- 7.00) 5.80 UNIT WEIGHT (PCF) (SPEC: - ) 143.97 CONCRETE TEMP. (F) (SPEC: 45 - 90) 58 58 NUMBER OF TEST SPECIMEN CAST 6 LAB CYLINDER CONTROL NUMBER 173256- 173261 DISCREPANCIES&REMARKS: 1:CONTRACTOR NOTIFIED:LOAD 3:OVERTIME UNLESS NOTED ALL TESTING IAW: ASTM: C31, C138, C143, C172, C173, C231, C470, C567, C617, C1064 CONCRETE SUPPLIER: BONDED CONCRETE,INC. CONCRETE TEST CYLINDER COMPRESSIVE RESULTS PER: ASTM:C39 DESIGN STRENGTH&FORMULA: 4000 P.S.I.@ 28 DAYS UNLESS OTHERWISE NOTED ALL CYLINDERS RECEIVED: 05/08/17 CEMENT:- LBS. CYLINDER TEST TEST AGE ULTIMATE UNIT CEMENT: LBS. NUMBER DATE DAYS APPLIED LOAD P.S.I. WATER: GAL. COARSE AGGREGATE#1: LBS. 173256 05/12/17 7 39,600 3150 COARSE AGGREGATE#2: LBS. 173257 05/12/17 7 41,200 3280 COARSE AGGREGATE#3: LBS. 173258 06/02/17 28 51,950 4140 FINE AGGREGATE: LBS. 173259 06/02/17 28 52,700 4200 ADMIXTURE#1: OZS. 173260 06/02/17 28 54,050 4300 ADMIXTURE#2: OZS. 173261 SPARE ADMIXTURE#3: OZS. AIR ENTRAINING AGENT: OZS. REPORT DISTRIBUTION: 1:FILE 5: 2:SUPPLIER 6: 3: 7: 4: 8: RESPECTFULLY SUBMITTED, CONSTRUCTION TECHNOLOGY 1-7.'" TOM JOSLIN,S.E.T. (NICET) MANAGER TECHNICAL SVCS. CPNSTRUCTION TECHNOLOGY INSPEC--?ION&TESTING DIVISION,P.D.&T.S., INC. 4 William Street, Ballston Lake, New York 12019 Phone: (518) 399-1848 Fax: (518) 399-1913 CLIENT: GRIMM BUILDING MATERIALS CO.,INC REPORT NUMBER: 1 POST OFFICE BOX 157 PREPARATION DATE: 08/16/17 TROY,NEW YORK 12181 OUR FILE NUMBER: 1647.001 TECHNICIAN: CLIENT REP. ATT'N: MR.TODD GRIMM OUR FILE LOCATION: 177625 PROJECT: ADIRONDACK TACTICAL:ROUTE 9,QUEENSBURY,NEW YORK ,A.S.T.M.C-1019:STANDARD METHOD OF SAMPLING AND TESTING GROUT A.S.T.M.C-476:PROPORTIONING REQUIREMENTS BY VOLUME GROUT TYPE PORTLAND CEMENT LIME/LIME PUTTY FINE AGGREGATE COARSE AGGREGATE FINE 1 0-1/10 AT LEAST 2 1/4 PARTS, BUT NOT MORE THAN 3 PARTS BY VOLUME OF THE CEMENTITIOUS MATERIALS COARSE 1 0-1/10 AT LEAST 2 1/4 PARTS, AT LEAST 1 PART,BUT NOT BUT NOT MORE THAN 3 MORE THAN 2 PARTS BY PARTS-BY VOLUME OF THE VOLUME OF THE TOTAL OF THE CEMENTITIOUS MATERIALS CEMENTITIOUS MATERIALS FIELD INSPECTION DATA GROUT PLACEMENT LOCATIONS: MASONRY INFILL GROUT TYPE&MIXING NOTES: MIX INGREDIENTS MIX ORDER VOLUMES WEIGHT 3,000 DESIGN STRENGTH @ 28 DAYS(psi) PORTLAND CEMENT: XXX FINE GROUT CLASS"F"POZZOLAN: COARSE GROUT XXX 5 MINUTE MECHANICAL MIX TOTAL CEMENTITIOUS MATERIAL= APPROVED HAND MIX FINE AGGREGATE: SLUMP(INCHES)-.SPECIFICATION 8-11" COARSE AGGREGATE: XXX CAST @ PROJECT SITE VOLUMETRIC RATIO: FINE AGGREGATE: CAST @ LABORATORY VOLUMETRIC RATIO: COARSE AGGREGATE: PHYSICAL PROPERTIES AND COMPRESSION TEST RESULTS LAB DATE TEST AGE WIDTH WIDTH AVERAGE %OUT OF ULTIMATE UNIT NUMBER RECEIVED DATE DAYS FACE#1 FACE#2 HEIGHT PLUMB LOAD(N) P.S.I. 2-Nov TEST SPECIMENS:4"x 8"CYLINDERS 177625 11/03/17 79 38,000 3,030 177626 11/03/17 79 43,200 3,440 177627 11/03/17 79 40,050 3,190 177628 SPARE 177629 SPARE REPORT DISTRIBUTION: RESPECTFULLY SUBMITTED• 1:FILE 5: CONSTRUCTION TECHNOLOGY 2: 6: ��r�ea�.r 3: 7: TOM JOSLIN,S.E.T. (NICET) 4: 8: MANAGER TECHNICAL SERVICES (4 1001 H1"1'ily"'N PIE ki�':.i St!"UCtLII"dl.CllglllC'.C:'.I'Ing design,analysis&evaluations PO Box 12114 Albany, NY 12 14 5 18.727.727.1 1805 ajdpepcj2nycap.rr.com � I May 17, 2017 - rn � �ECK Z'� Mr. David Willett,Jr. DW Masonry PO Box 65 Wynantskill, New York 12198 Re: 1540 US-Route 9 - Foundation Evaluation Queensbury, New'York FILE COPY AJ D #1065 Mr. Willett: At your request, I visited the above-referenced property with you on Tuesday, May 16, 2017. The purpose of-my visit was to observe and evaluate the recently placed foundation construction for an addition to an existing building. Based on our initial telephone conversation, the cast-in-place concrete foundation wall suffered a formwork failure during concrete placement which created concerns of adequacy of the remaining construction. During our visit, the following findings were made; • The work area in question is located at the south end of the existing one-story steel-framed building. The addition is approximately 15-feet wide,with a length matching that of the existing building. • Above grade, the addition construction is to consist of a cast-in-place concrete slab on grade, concrete masonry exterior bearing walls and a steel-framed roof system. • Below grade,the foundation of the addition consists of a cast-in-place concrete continuous spread footing supporting a cast-in-place concrete foundation frost wall. Visible wall reinforcing consisted of#4 vertical bars at a spacing of approximately 40 inches apart and #4 horizontal bars at an indeterminable spacing. 1540 US-Rte. 9, Queensbury—Foundation Evaluation May 17, 2017 Page 2 of 3 • It appears that, as a result of the formwork failure,the concrete loss resulted in an uneven top of the new foundation wall. The top-of-wall elevation appears to vary by more than a foot along its length. Also, the formwork failure appears to have resulted in the lateral displacement of sections of the new foundation wall. As stated, your measurements indicate a maximum offset of approximately 3/4-inch from square/true along its length. As we discussed during the visit, the fact that the frost wall will be backfilled along both the interior and exterior faces of the foundation lessens the concern for future displacement and distress due to unbalanced soil loads acting laterally on the foundation wall. For this reason, it appears that the existing in-place portion of the foundation system is structurally adequate for support of the remaining construction above. However, the following steps shall be taken to ensure that the structural integrity of the completed building is not compromised; • The existing foundation wall construction shall be capped in order to provide an adequate surface for the construction of the above-grade concrete masonry walls. ,The wall cap may be constructed in one of two ways, I. Thoroughly clean the top surface of the existing wall construction. Construct formwork and place a cast-in-place concrete cap on top of the existing wall. When constructing the formwork, ensure that the exterior face of the new cap construction aligns with the face of the proposed concrete masonry construction above. Also, when constructing the new formwork, ensure that all vertical wall reinforcing is of proper length and properly aligned and spaced for the proposed concrete masonry construction above. Notify the Engineer if any existing lateral offset dimensions exceed 3/4-inch along the 8-inch concrete masonry wall construction or exceed I-inch along the 12-inch concrete masonry wall construction. 2. Saw cut the top of the existing wall construction in order to provide a level and even top of wall surface. The new saw-cut elevations shall be within concrete masonry coursing. Once the new top of wall elevations have been established, concrete masonry construction may commence to cap the existing wall. Notify the Engineer if any existing lateral offset dimensions exceed 3/4-inch along the 8-inch concrete masonry wall construction or exceed I-inch along the 12-inch concrete masonry wall construction. It should also be noted that regardless of the procedure for capping the wall, all performance and At �. 1540 US-Rte. 9, Queensbury— Foundation Evaluation May 17,2017 Page 13 of 3 material specifications established by the project design professional shall be followed as required and to their satisfaction. Please feel free to call me at 518.727.1805 with any follow-up questions or concerns. Sincerely, Andrew J. Donovan P.E. P.C. n,ca�ir�ecca- �. �o-nc9-cram, Andrew J. Donovan, P.E. Principal �.f j• i fJ r I .e. , BUILDING PLANS Roxanne Osborne-Heller 478-0630 333 Kingsley Road Burnt Hills, New York 12027 E-mail:deravendesigrnp-yahoo.com Town of Queensburg Building Dept 742 Bay Rd; Queensbury NY G E 0 V IIE MAR 01 2018 Re: 1540 State Rte 9 TOWN OFQUEENSBURY Lake George NY BUILDING&CODES �-9­Q1r-5"- 2Q � oQ y To whom it may concern: The addition to the above stated location has been reviewed by our company .,DeRaven Design (333 Kingsley Rd Burnt Hills NY). All has been . installed and finished as per plans and recommendation done by this office. At this time we deam the Project finished, if required please give the owners a CO. If there are any questions please contact this office at the number below. Thank you. AS BUILT Roxarine' K Osborne—Heller - DeRaven Design & Drafting 333 . Kingsley Rd. Burnt Hills - 518*478*0630 :•. t A 1�! PtW AilfC P*W Ritz Pt3 B�so �•� it it g. . ay {AdFWSLNY imp 31S- -° FIELD REPOWl" - -- i G u P. p OR sa�tRr �►+�t ter.!! fit( : M O .14Ur,.. A E MAR U 1 2018 a - - - - - -TOWN OF QUEENS BURY BUILDING&COD LO _ sfw t C`AP'Awl I ACITY i.CAti t t t h- _ A -- _ _47— jy R NENCLOSED STRAIGHT-THRU PLATFORM W/PLATFORM GATE (NO PIT) VPL-3300B SERIES VERTICAL PLATFORM LIFT TECHNICAL DATA/SPECIFICATIONS RATED LOAD: 750 Ibs maximum. 1E C INPUT POWER SOURCE: L� -DC BATTERY POWERED UNIT: 110-120 Volt 3 Amp 60 Hz battery charger. DRIVE: �� -DC BATTERY POWERED UNIT: 1/2 hp motor, 1750 rpm, 24 VDC, continuous duty. ' " 2017 INTERMEDIATE REDUCTION: Dual 4L style Poly-V belts and pulleys, 3.94:1 pulley reduction. FINAL DRIVE: 1" dia. ACME screw w/bronze nut and bronze safety back up nut. TOWN OF QUEENSBU MOTOR CONTROLLER: BUILDING& CODESRY -DC BATTERY POWERED UNIT: 24 VDC Relay control. SPEED: -DC BATTERY POWERED UNIT: 10 feet per minute maximum For complete technical specifications please see ILS-01100"VPL-3300B Series Commercial Vertical Platform Lift Technical Specification" I°t• PERFORMANCE STANDARDS ! ° USA FOOD & DRUG ADMINISTRATION: CLASS II, 510(K) Exempt, File No. 890.3930, Product Code: PCE ASME A18.1-2011 (Section 2) Safety Standards for Platform Lifts and Stairway Chairlifts CSA B355-09 Lifts for Persons with Physical Disabilities CSA B44.1-11/ASME-A17.5-2011 Elevator and Escalator Electrical Equipment i 288.8-1-14 i t i i i i CC-000002-2017 Flintlock Corp./American Tactical Sys. :li 1540 State Route 9 Comm.Add.1230 s.f./Comm. Alt. 12000 s.f. ILS-01102 B RU N O 'H EET 1 OF 3 Bruno Independent Living Aids,Inc.,1780 Executive Drive,P.O.Box 84,Oconomowoc,WI 53066 Phone(800)882-8183 Fax(262)953-5501 for your independent iEV. 1 (5328)(4/8/13)(DPG) Any reproduction or other use of these materials without writtenpermission of Bruno Independent Living Aids,Inc.is expresslyprohibited. ©BfUnO Indeperld@r your Aids, Inc, Bruno Independent Living Aids.Inc.reserves the right to modify or make changes to these soecificatlons at anv time with out notice. N-JENCLOSED STRAIGHT-THRU PLATFORM W PLATFORM GATE (NO PIT) VPL-3300B SERIES VERTICAL PLATFORM LIFT CIRCUIT BREAKER - G ----- 36 7/8"- - -� POWER&CONTROL BOX BOXES(BOTH SIDES For complete technical specifications please see ILS-01100 NFL-33006 Series Commercial Vertical Platform Lift Technical Specification" 9 15/16" n D E F G H J K L M L 36"X 4 8" PLATFORM 36-1/4" 33-1/2'. 30-3/4" 5-3/4" 49-15/16' 66-1/8"' 87-3/16" 31-9/16" 50-13/16' 36"X 5 4" PLATFORM 36.1/4" 33-1/2" 30-3/4" 8-3/4" 55-15/16" 72-1/8" 93-3/16" 31-9/16" 50-13/16" 36"X 6 0" PLATFORM 36-1/4" 33-1/2" 3D-3/4" 11-3/4" 61-15/16" 78-1/8" 99-3/16" 31-9/16" 5D-13/16" M \\ 42"X 6 0" P L A T F O R M 42-1/4" 39-1/2" 36-3/4" 11-3/4" 61-15/16" 78-1/8" 105-3/16" 34-9/16" 56-13/16" CL OF PLATFORM RIGHTSWING IPLATFORM GATE SHOWN OPEN A B C MIN C MAX ' VPL-3353B 75-9/16" 95" 11" 53" _ __.... VPL-3 3 7 5 B 9 7-9/16" 117" 3 2" 6 0" RIGHT &LEFT SWING H .......... ►1 PLATFORM GATES ___ -,.._____--_._ ►: AVAILABLE RIGHT HAND UNIT SHOWN GATE NOT SHOWN Lam,._......._ ....-_..._... _ D - ® 14 7/8" E RAMP - HANDRAIL UP F BETWEEN B Imo—HANDRAILS GATE CLOSED A POWER BOX C 47' I (BOTH SIDES) FLOOR SIDE 2ND HANDRAIL O 34" 34 1/2" ® FLOOR WALLS (OPTIONAL) HAND RAIL CONTROLS GATE o NOT CONTROL BOX SHOWN (BOTH SIDES) ILS 0 0 NOTES:1)ACCESS RAMP 8 PLATFORM GATE CAN BE MOUNTED ON EITHER SIDE OF THE PLATFORM - 2)SEE ILS-00938 FOR LANDING GATE DETAIL/ALIGNMENT '5H EET 2 OF 3 Bruno Independent Living Aids,Inc.,1780 Executive Drive,P.O.Box 84,Oconomowoc,WI 53066 B R U N O lEV 1 (5328)(4/8/13)(DPG) Phone(800)noroth other Fox(262)953-5w01jol for your independent Any reproduction or other use of these materials without written permksion of Bruno Independent Living Aids,Inc.is expressly prohibited. • Bruno Independent Living Aids,Inc.reserves the right to modify or make changes to these specifications at any time with out notice. ©BTUf1O IndeDendent LIVITl4 Aids, In( IIENCLOSED STRAIGHT-THRU PLATFORM W/PLATFORM GATE (NO PIT) VPL-3300B SERIES VERTICAL PLATFORM LIFT ANCHOR POINT LOCATIONS/SLAB DETAIL TECHNICAL SPECIFICATIONS FLOOR ATTACHMENT: VPL MUST BE FASTENED TO CONCRETE SLAB USING FOUR(4) 1/2" (3/8"BOLT) X MINIMUM 2-1/2" LONG CONCRETE ANCHORS SUITABLE FOR THE ENVIRONMENT. FOLLOW SELECTED CONCRETE ANCHOR MANUFACTURERS GUIDELINES AND APPLICABLE CODES. FLOOR REQUIREMENTS: 4"THICK 3500 PSI MINIMUM COMPRESSIVE STRENGTH, REINFORCED CONCRETE SLAB. For complete technical specifications please see ILS-01100"VPL-3300B Series Commercial Vertical Platform Lift Technical Specification" Q MIN SLAB P 24 5/16" 4 1/8" , i N P Q R RIGHT SWING \,GATE OPEN 3611 X 4 8�' PLATFORM 7-5/8°' 12-1/16 67-1/2 541' 39 7/8" R MIN 36 X 5 4 PLATFORM 10-5/8 15-1/16 73-1/2 54 \ SLAB — 36"X 6 0" PLATFORM 13-5/8" 18-1/16" 79-1/2" 54" 13/8"-3/4'- 42"X 6 0" PLATFORM 13-5/8" 18-1/16" 79-1/2" 60" I � —► N + 33 3/16" ►: \-9/16"DIA.HOLE (4)PLACES UNITS WITH STRAIGHT THROUGH PLATFORM WITH PLATFORM GATE ILS-0110 2 B R U 1�1 O ')H EET 3 OF 3 Bruno Independent Living Aids,Inc.,1780 Executive Drive,P.O.Box 84,Oconomowoc,WI 53066 Phone(800g882-8183 Fax(262)953-5501 for your independenc ;EV1 (5328)(4/8/13)(DPG) Any reproduce on orotheruseofthesematerialswithoutwittenpennissionofBrunoIndependentLivingAids,lnc.isexpresslyprohibited. ©BrUnO Independ@nt LIVInq Aids, Inc • Bruno Independent Living Aids,Inc.reserves the right to modify or make chanqes to these specifications at anv time with out notice. FIRE MARSHAL'S. OFFICE Town of Queensbury 742 Bay Road, Queensbury, NY 12804. "Home of Natural Beauty ... A Good Place to Live " PLAN REVIEW Flintlock Corporation 1540 Route 9 CC-000002-2017 Plan review based on submittal: • Provide details :of lounge area Truss ID signage required Platform lift will require QEI inspection Locks /latches on.all doors must,comply with Section 1010.1.9 — 1010.1.9.3 of the.2015 IFC._ (key operated locks are, not allowed) •. A complete fire alarm submittal is required, and will need to include as a minimum: Layout of the system NYS license for the installer Specification sheets:for all appliance, panels and equipment Central station monitoring required IIVAC shutdown-may be required NFPA 72 completion report NFPA Inspection and testing report Witness test with the Fire Marshal's office required • Knox, Box installation required _ Exterior emergency-lighting required . • A review of the exit/El layout indicates many areas where;combo paks would be in order,and possible reduction in the number of. fixtures planned.I would encourage a meeting with the electrician and a layout can be arrived.-at. Carbon monoxide detection required Fi r e M a r.s h a 1's Off i.c e P h o n e: 518-761-8206. F a x:.518-745-4437 flremarslial@queensburt/net www.queensbunt.nef. , TOWN OF QUEENSBURY 1' 742 Bay Road, Queensbury, NY. 12804-5902 www.queensbury.net Town of Queensbury 14 M arch.2017 re: 1540.State Route 9, building.permit CC-002-2107 The drawings for the addition to 1540 State Route 9 as outlined in building permit CC-000002- 2017 have been approved, after additional review by the Town of Queensbury's building inspector. The inspector made notations/revisions on the drawings. Please review and make note of the comments in red and circled in red. Let us know if there are any questions regarding these notations. Thank you! Town of Queensbury Building&Code Enforcement "Home of Natural Beauty ... A Good Place to Live " � 6 TOWN OF QUEENSBURY Date ELEVATOR WORKSHEET Inspector ELEVAT0,P TYPE: Electric Hydraulic Location MAKE: '7. y N MODEL: �)PL ' S . yja YEAR INSTALLED MACHINE ROOM LOCATION: LAST INSPECTION DATE: SPRINKLER SYSTEM:Yes No 13 13R DETECTION PASS FAIL NR PASS FAIL NR Machine Room Heat Hands Free Comm. Pit Heat Hositway Hatch Top of Shaft Smoke Top of Shaft Heat Insp. Records Posted Machine Room Smoke Maint. Records Avail. Floor 1 F/F Service Keys Floor 2 Hositway Keys Floor 3 Floor 4 PHASE 1 Lower Level Recall (Smoke) Pit Light Pit Sump Recall (Switch) Shunt Trip F/F Emergency Operations PHASE 2 Fire Ext in Machine Room Function Test fi d f`9 W;� ; Automatic Sprinklers: Elevator Holstwa-sand IVlac ine>Roo s xg �� E, . Learning Objective: The student will be able to identify the requirements for automatic sprinider protection in elevator ,...' hoistways and machine rooms. There has been a long-standing controversy between fire protection i� and elevator operation regarding the installation of automatic 's Sprinklers in elevator hoistways and machine rooms. National Fire Protection Association (NFPA) 13, Standard for the Installation snvn, of Sprinkler Systems requires that sprinklers be provided throughout the P Y q P P g � premises. However, certain provisions permit sprinklers to be omitted S' from certain spaces where specific conditions are satisfied. On the other hand, codes that cover elevator design, such as the American Society of Mechanical Engineers A17.1, Safety Code for Elevators and Escalators, ;..... _ do not permit water discharge in elevator shafts until electrical power to the elevator cab has been shut down. This conflict has led to some _° � complex and expensive solutions, such as the installation of preaction These two supervised,indicating valves control the water supply to sprinklers in the elevator hoistway sprinkler systems or elevator shunt trip devices. and machine room of this building. NFPA 13 allows sprinklers to be omitted from elevator machine rooms, elevator machinery spaces, control spaces, or hoistways of traction elevators installed in accordance with NFPA 101, Life Safety CodeP or the locally adopted building code where all of the following conditions are met: • The elevator machine room, machinery space, control room, control space, or hoistway of the traction elevator is dedicated to elevator equipment only. The elevator machine room, machinery space, control room, control space, or hoistway of the traction eleva- tor is protected by smoke detectors, or other automatic fire detection, installed in accordance with NFPA 72, National Fire Alarm and Signaling Code. • The elevator machinery space, control room, control space, or hoistway of the traction elevator is separated from the remainder of the building by walls and,floor/ceiling or roof/ceiling assemblies having a fire resis- tance rating no less than that specified by the applicable building code. • No materials unrelated to elevator equipment are permitted to be stored in elevator machine rooms, machin- ery spaces, control rooms, control spaces, or hoistways of traction elevators. • The elevator machinery is not of the hydraulic type.' Sidewall spray sprinklers should be installed at the bottom of each elevator hoistway no more than 2 feet (0.61 meters) above the floor of the pit to protect from fires in combustibles that may accumulate there. The sprinkler required at the bottom of the elevator hoistway is not required for enclosed, noncombustible elevator shafts that do not contain combustible hydraulic fluids. . For more information, consider attending the new National Fire Academy course "Water-Based Fire Protection. System Plans Review" (R0137) at http://apps.usfa.fema.gov/nfacourses/catalog/search?page=4. 'Used with permission from NFPA 13,Copyright 2013,NFPA. Eligible for Continuing Education Units(CEUs) For archived downloads,go to: UNENCLOSED STRAIGHT-THRU PLATFORM W/PLATFORM GATE (NO PIT) VPL-3300B SERIES VERTICAL PLATFORM LIFT TECHNICAL DATA/SPECIFICATIONS RATED LOAD: 750 Ibs maximum. � I� Fes, INPUT POWER SOURCE: Il � ( �� 1y �w -DC BATTERY POWERED UNIT: 110-120 Volt 3 Amp 60 Hz battery charger. DRIVE: ; ' -DC BATTERY POWERED UNIT: 1/2 hp motor, 1750 rpm, 24 VDC, continuous duty. INTERMEDIATE REDUCTION: Dual 4L style Poly-V belts and pulleys, 3.94:1 pulley reduction. FINAL DRIVE: 1" dia. ACME screw w/bronze nut and bronze safety back up nut. OJi` SBURY MOTOR CONTROLLER: N?I1�L t� ,i, , -DC BATTERY POWERED UNIT: 24 VDC Relay control. ODZS SPEED: -DC'BATTERY POWERED UNIT: 10 feet per minute maximum For complete technical specifications please see ILS-01100"VPL-3300B Series Commercial Vertical Platform Lift Technical Specification" ci , PERFORMANCE STANDARDS USA FOOD & DRUG ADMINISTRATION: CLASS ll, 510(K) Exempt, File No. 890.3930, Product Code: PCE ASME A18.1-2011 (Section 2) Safety Standards for Platform Lifts and Stairway Chairlifts CSA B355-09 Lifts for Persons with Physical Disabilities i ! CSA B44.1-11/ASME-A17.5-2011 Elevator and Escalator Electrical Equipment ;''�,,, i �•' ' ,a i I 0 ii 288.8-1-14 CC-000002-2017 Flintlock Corp./American Tactical Sys. ,� ✓ 1540 State Route 9 Comm.Add.1230 s.f./Comm.Alt. 12000 s.f. LS-0110 2 B R U N O® -H EET 1 OF 3 Bruno Inde endent Living Aids,Inc.,1780 Executive Drive,P.O.Box 84,Oconomowoc,WI 53066 f0I'your independence Phone(800�882-8183 Fax(262)953-5501 Y P t �� / / �� An'eproductonor other use of these materials without writtenpennlsslonof Bruno lndependentLiving Aids,Inc.isexpresstyprohlbited. ©BrUr1O IrldegeClderlt LIVIr1Q AIdS, �f1C. EV 7 5 3 2 8 4 8 13 D PG Bruno Independent Living Aids.Inc.reserves the riaht to modifv or make chances to these specifications at onv time vrith out not Ice . UNENCLOSED STRAIGHT-THRU PLATFORM W PLATFORM GATE (NO PIT) VPL-3300B SERIES VERTICAL PLATFORM LIFT _ :IRCUIT BREAKER-- v..._.. ... 36 7/8"- __ --_-..-� BOX I ( —POWER&CONTROL I ( /' BOXES(BOTH SIDES For complete technical specifications please see i 9 15/16" ILS-0.1100"VPL-33006 Series Commercial Vertical Platform Lift Technical Specification" ] , D E F G H J K L M L �• 35'X 4 8" PLATFORM 36-1/4' 33-1/2" 30-3/4" 5-3/4" 49-15/16" 66-1/8" 87-3/16" 31-9/16" 50-13/16' 36"X 5 4" PLATFORM 36-1/4" 33-1/2" 30-3/4" 8-3/4" 55-15/16" 72-1/8" 93-3/16" 31-9/16" 50-13/16' ` 36"X 6 0" PLATFORM 36-1/4" 33-1/2" 3D-3/4" 1 11-3/4" 61-15/16 78-1/8" 99-3/16" 31-9/16" 1 50-13/16' 42"X 6 0" PLATFORM 42 1/4" 39-1/2" 36-3/4" 1 11-3/4" 61-15/16" 1 78-1/8" 105-3/16" 34-9/19' 1 56-13/16" i CL OF PLATFORM \ RIGHT SWING IPLATFORM GATE SHOWN OPEN A B C MIN C MAX ] _ — VPL-3353B 75-9/16" 95" 11" 53" �. j I RIGHT &LEFrSWING VPL-3375B 97-9/16" 117" 32" 60" ____-___._....—_ I PLATFORM GATES AVAILABLE RIGHT HAND UNIT SHOWN GATE NOT SHOWN 14 7/8" E RAMP j -- HANDRAIL---� UP F _ T BETWEEN B HANDRAILS GATE 1 / CLOSED i A I' POWER BOX _ C 42' /% (BOTH SIDES) FLOOR SIDE 2ND HANDRAIL 34" TO WALLS 34 1/2" FLOOR (OPTIONAL) HAND CONTROLS ANOT �CONTROL BOX IL GATE SHOWN o (BOTH SIDES) j LS-O 0 NOTES:1)ACCESS RAMP 8 PLATFORM GATE CAN BE MOUNTED ON EITHER SIDE OF THE PLATFORM 2)SEE ILS-00938 FOR LANDING GATE DETAIL/ALIGNMENT IH EET 2 O F 3 Bruno Independent Living Aids,Inc.,1780 Executive Drive,P.O.Box 84,Oconomowoc,WI 53066 j01BRUN O lEV 1 (5328)(4/8/13)(DPG) Phone(800)88Yo8183 Fox(262)953-5501 for your independence Any reproduction or other use of these moterlals without written permission of Bruno Independent Living Aids,Inc.is expressly prohibited. • Bruno Independent Living Aids,Inc.reserves the daht to modify or make chances to these soeciHcctions at anv time with out notice. ©Bruno IndeDenderlt LIVIr1Q Aids, Inc. UNENCLOSED STRAIGHT-THRU PLATFORM W/PLATFORM GATE (NO PIT) VPL-3300B SERIES VERTICAL PLATFORM LIFT ANCHOR POINT LOCATIONS/SLAB DETAIL TECHNICAL SPECIFICATIONS FLOOR ATTACHMENT: VPL MUST BE FASTENED TO CONCRETE SLAB USING FOUR(4) 1/2"(3/8"BOLT) X MINIMUM 2-1/2"LONG CONCRETE ANCHORS SUITABLE FOR THE ENVIRONMENT. FOLLOW SELECTED CONCRETE ANCHOR MANUFACTURERS GUIDELINES AND APPLICABLE CODES. FLOOR REQUIREMENTS: 4"THICK 3500 PSI MINIMUM COMPRESSIVE STRENGTH, REINFORCED CONCRETE SLAB. For complete technical specifications please see ILS-01100 "VPL-330011 Series Commercial Vertical Platform Lift Technical Specification" L MIN SLAB 245/16"— J 4 1/8" j ; ; ------ ------ I I a li ` GATERIGH 36"X 4 8" PLATFORM 7-5/8" 12-1/16" 67-1�/2" 54" 39 7/8" -. R MIN 36"X 5 4" PLATFORM 10-5/8" 15-1/16" 73-1/2" 54" i 136"X 6 0" PLATFORM 13-5/8" 18-1/16" 79-1/2" 54" iI \ 42"X 6 0" PLATFORM 13-5/8" 18-1/16" 79-1/2" 60" 1 N 33 3/16"--_..__._► 9/16"DIA.HOLE ~ (4)PLACES UNITS WITH STRAIGHT THROUGH PLATFORM WITH PLATFORM GATE LS-01102 j01BRUN O® MEET 3 OF 3 Bruno Independent Living Aids,Inc.,1780 Executive Drive,P.O.Box 84,Oconomowoc,WI 53066 for our independence Phone(800)882-8183 Fox(262)953-5501 Y P IEV. 1 (5328)(4/8/13)(DPG) . Bruno Inc.rreserrvesthenahtotomodltv omakeichoncestolfhesesoeclficatlonsaito In nvtimevnlh toot tilted. ©Bruno Independent Livincl Aids, Inc. Bnmo n