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1999-569 . . . . . . • •' • Certificate of Occupancy Town of Queensbury Warren County, New York Date February 18, 2000 • 99569 This is to certify that work requested to be done as shown by Permit No. has been completed.. This structure may be occupied as a r.0.14 11-I F:IRCT.A.I, INTERIOR ALTERATIONS Location 730 GLEN STREET Owner —VICTOR-x TAX MAP NO. 103 . -1-23 By Order Town Board Ts QUE Ng " • Director of Building& Co-d-e-E-nforcement 1 BUILDING PERMIT VALUE $ 40000 TOWN OF . QUEENSBURY No. 99569 TAX MAP NO. 103 . -1-23 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to VICTORY LANE OWNER of property located at 730 STATE ROUTE 9 Street,Road or Ave. in the Town of Oueensbury,To Construct or place a COMMERCIAL INTERIOR ALTERATIONS. at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is 14 MAYNARD STREET HUDSON FALLS, NY 12839 2. CONTRACTOR or BUILDERS Name KNEELAND CONSTRUCTION. .. 25COCOR PTO CIRCLE BUILDER'S Address 4. ARCHITECT'S Name 5. ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) COMMERCIAL, ALTERATIONS ( I Wood Frame 1 I Masonry ( )Steel ( 1 7. PLANS and Specifications 9600 J FT..COMMERCIAL INTERIOR ALTERATIONS AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use COMMERCIAL INTERIOR ALTERATIONS. 480 September 15 2001 $ PERMIT FEE PAID —THIS PERMIT EXPIRES (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of Oueensbury before the expiration date.) 15. September 1999 Dated at the Town ueen bury this Day of 19 SIGNED BY 'k ,C for the Town of Queensbury B ng and Zoning Inspector • i . Building Permit Application Town of Queensbury - Dept. of Community Development, 742 Bay Road, Queensbury, NY 12804 [761-8256] BUILDING & CODE ENFORCEMENT 'NOTICE Requirements prior to issuance • A permit must be obtained.before of this permit: PERMIT FILE NO. beginning construction. No inspections /PERMIT FEE PAID sty V will be made until applicant has received f l Zoning Board Action , a VALID BUILDING PERMIT. All Area /Use RECREATION FEE PAID$ applicants' spaces on this application MUST be completed and•the signature ❑ Planning Board Action REVIEWED BY: of the applicant must appear on the SPR / Subdivision /Other Building Inspector eplication form. rt.x x„,. } Recreation Fee Payment Applicant: ( .e ov P . CAN:. r4 r:' . ' Address: ‘Lk A YN.A. .�—C -1-'''',; Address: c:9c e (c Phone # ( 3l E -!. Q S Phone # (S'( 1)Li 1 - OCD Property Location: . _ . . - &US ST ro3 I / 23 . Subdivision Name: Tax Map Number_ • - Section Block T.ot NATURE OF PROPOSED WOTreilLa il la ESTIMATED MARKET_VALUE-.OF_.THE__ New Building: CONSTRUCTION: $ - -_- ..-______ residence / commercial ------ - _- -- Addition to Building: residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residen ercial Single Family Dwe i `pi•-%"-- --r--"IiVIS x Residence / Commercia Two Family Dwelli ' ' �, no change to exterior size Family Dwelli g_. Office 'SEP'O 1. .,b,•� Other Work (describe below) X Mercantile { Manufacturing r.Q' ,, FQUPEny f , Other - GROSS AREA OF PROPOSED STRUCTURE: If ADDITION, what will use 1st Floor , 9(aco sq. ft. of new addition be? : 2nd Floor sq. ft. Other Floors sq. ft. (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: 624090 SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE: Commercial Storage Building Other FEET X FEET Foundation Type: eXt—✓T, Will any second-hand or ungraded ' Number of Stories : lumber be used? If so, for what? (habitable space only) NO Height (grade to ridge) : feet TYPE OF. HEATING SYSTEM: Number of fireplaces and/or woodstove (circle all which - ..lies) to be installed: _Electric / O' / Gas / Wood Forced Hot Air / Baseboard / Other Person responsible for supervision of work as regards to building codes is : ,eic N.A Ccq af.. do? . Name Addresss Phone Builder: eicr N.A Cor.),IFr,..cl;'a Plumber: 6 a1e..► h'tecka,,,cai Mason: A-VA Electrician: 6rasr Elec&fG DECLARATION: Please sign below after you have carefully read the statement. To the best of my knowledge the statements contained in this application, together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code, the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancyor Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, showing actual location of project on premises. Signature: • (7, _. (owner, owner's agent, architect, contractor) • ENERGY CODE COMPLIANCE APPLICATION TOWN OF QUEENSBURY, WARREN COUNTY 9000 HEATING DEGREE DAYS Compliance Methods: PART 5 - Acceptable Practice Method - 1&2 Family Dwellings (only) • PART 6* - Thermal Rating - Component Trade Offs 1&2 Family Dwellings; Multi-Family Dwellings ( 3 stories or less) PART 4* -• Design by Component Performance • Commercial Buildings-Hi Rise Residential *Requires submission of worksheets APPLICANT' S NAME: PROPERTY LOCATION: • PART 5 METHOD OF COMPLIANCE BY ACCEPTABLE PRACTICE: 1 . Gross Floor Area - -10 scruare feet 2 . Tvoe of Heat - Electric Oil p< Gas Other 3 . Is building mechanically cooled? )( Yes No 4 . Percentage of area of windows and doors Over 17% ,c Under 17% 5 . R-V_`-__,UES FOR INSULATION GIVEN BELOW MUST CORRESPOND TO R-VALUES AS SHOWN ON PLANS SUBMITTED: . Roof R b . 7jp Exterior walls R � c . Glazed areas R �--- d. Exterior doors R e . Floors over unheated spaces R -- . Edge of slab on grade (heated building) R g. Basement/cellar walls (above grade) . R -- h . Basement/cellar walls (below grade) R 1 . Beating/cooling-ducts-piping. in unheated space R -- 6 . Service (domestic) hot water heating device Conforms to minimum efficiency per code Yes No • - TEMPERATURE CONTROL MAXIMUM SETTING 140° - WILL NOT BE EXCEEDED Applicant ' s Signature Date Phone Number INSPF.C.7ZOR' S REMARKS: COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)'761-8256 • Dept. of Community Development • Town off Queensbury ,,,��•.. '`'JArriver4%_ pm Depart am/ 742 l:ay Road Inspector's Initials Queensbury, NY 12884 - c 6.7 • i Y • NAME V ��< PE Y` # _�J / • LOCATION ?fill (r'/e, �A _ a TYPE OF STRUCTURE , eNTLLd'' N/A YES NO COMMENTS I� !.K 5 ChimneyP'B"Vent/Direct Vent location /r Plumbing Vent `,k: ,,!'`` Roof Complete \,„, • of Exterior finish grade complete ' tr Interior/exterior guardrails 42 in.platforn%decics `' haesior/exterior ballasters 4 in.spacingplatform/dedcs :'' Stair handrail 34 in. -38 in. , . E i' Step risers 7 3/4 in._ 'L. ir Main door 44 in. 1 All others 36 in. r a f Lever handles ,t'�: a Exits at grade or platform ., . Canopy to cover req.exit doors `\... Gas valve shut-off exposed&regulator(18 in.)above grade/ N.. Floor bathroomwatertight 41' Other floors okay 5, Hot water relief valve / `.i, Boiler/furnace enclosure ,/ , <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour)/ >1,000,000 BTU's(2 hour) ,, Gas furnace shut off within 30 ft.or within lind`of site Oil furnace shut off at entrance to furnace err Stockroom enclosure(1 hour),3/4 hour d Storage/receiving/shipping room(2 hour, 1 '/z doors • 1 '.4 hour doors and closers '4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 h6ur complete . Fire dampers,2 hour fire wall/sepauration or greater • Fire door/shutters 1 '/z hour,3 hour _ Ceiling fire stopping 3,000/5,00( sq.�%� Fan shutdown,smoke vents or a i Exit door/panic bars assembly hardware • Elevators • Elevator signage . • Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond . Active listening system and signage assembly space `\ Final Electrical `' Site Plan/Variance required . Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) / Okay to issue permanent C/O(Certif.of Occupancy) 1/ Okay to issue C/C(Certif.of Compliance) FIRE MARSHAL / x; TOWN OF QUEENSBURY '" Al j , QUEENSBURY, NY 12804 741"."A:-• i rev° (518) 761-8205 FIRE MARSHAL INSPECTION•.I E ORT REQUEST RECEIVED:`� �I 161 10 OP NAME \,(I c. Or L'1a-- 1' LOCATION 130 Up/ G LA PERMIT#' • SCHEDULE INSPECTION ON ')- IQ) &000 1000 A PM APPROVED N/A YES NO EXITS AISLE WIDTHS EXIT SIGNS �:. �/ X EMERGENCY LIGHTING `4 \ FIRE EXTINGUISHERS \. P FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM YV,, D( FIRE SUPPRESSION SYSTEM A HOOD INSTALLATION ,x ACC INTERIOR FINISHES .ff' J� STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO BEATING UNITS REQUIRED SIGNAGE \ x CHIMNEY r WOOD STOVE if FIREPLACE ❑MASONRY ❑FACTORY BLT. '\ ❑ROUGH-INS ❑FINAL / REMARKS: L OK TO THIS DATE Oy +o T,5,5 cIev Co INSPSLIP.PUB INSP TOR t FIRE MARSHAL `"_ ;Y ,;,, TOWN OF QUEENSBURY ,rA ��,Y QUEENSBURY, NY 12804 {;_ a.4„.,;v e;' (518) 761-8205 FIRE MARSHAL INSPECTION REPORT REQUEST RECEIVED -r ?-000 NAME \T j C:+O(7 L .1 \ , ' LOCATION G I 6-ke l- PERMIT# r SCHEDULE INSPECT ION ON - Jib/_ O , 1 AM le) a APPROVED S N/A YES NO EXITS c 0, x AISLE WIDTHS vc `.1r c z -Y- rr . TML X— , EXIT SIGNS to X EMERGENCY LIGHTING \ ,i X G FIRE EXTINGUISHERS ,, k FIRE ALARM SYSTEM ;• i V FIRE SPRINKLER SYSTEM , ;/ FIRE SUPPRESSION SYSTEM 11 Y HOOD INSTALLATION 1 `;, X INTERIOR FINISHES I \1, STORAGE: CilA►;1/4I CO, i IA CLEARANCE TO S CO/ yr CLEARANCE TO; EATING UNITS k REQUIRED SIGNAGE X si\v. CHIMNEY WOOD STOVE k FIREPLACE ElMA ONRY III ,FACTORY BLT. ❑ROUGH-I X ❑FINAL k REMARKS: ❑ OK TO THIS ATE hR —• V11.1\ (la 11�y mu5+ be, Ltb elui \, L,1';V-�tA aIN,,, o-Jy, -� co of F I;c\ sir (Ins CAs 'k&r- o11 Iy \, -3, cAS`) ICi- �' � t�c1-1 ii 15 L I atLi ir' 141-Sui it) Sic\ Vlo IA Nvc� s) ieJ Octi-te,ncy 5 4 A S INSPSLIP.PUB INSPEC OR • COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: /7 36 Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive �l`/"am/pm Depart am/pm 742 Bay Road Inspector's Initials P Queensbury,NY 12804 NAME Vt,k{ '"''-.- PERMIT# 9 _56 LOCATION rVo,4 9 (,/_ J DATE 2 9 cv TYPE OF STRUCTURE N/A YES' NO COMMENTS t ChimneyP'B"Vent/Direct Vent location �'„ if Plumbing Vent / Roof Complete Exterior fmish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 M.spacinglatform/dec ks P Ss Stair handrail 34 in.-38 in. / Step risers 7 3'4 m. �y Main door 44 in. °°eee t/' All others 36 in. a Lever handles \." Exits at grade or platform A, Canopy to cover req.exit doors d� ` Gas valve shut-off exposed&regulator(18 in.)above grade f Floor bathroom watertight / Other floors okay f Hat water relief valve / Boiler/furnace enclosure / <250.000 BTU N/R / 250.000 BTU to 1,000,000 BTU's(1 hour) fi >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft.or within line of site / - , Oil furnace shut off at entrance to furnace area / '� Stockroom enclosure(1 hour),3/4 hour door / 11 Storage/receiving/shipping room(2 hour), 1 '/2 doors / 1 '•i hour doors and closers / 7'it\• 4 hour corridor doors and closers I • Firewalls/fire separation,2 hour,3 hour complete / Fire dampers,2 hour fire wall/separation or greater ( .. Fire door/shutters 1 '/2 hour,3 hour 'a Ceiling fire stopping 3,000/5,000 sq.ft. �� Fan shutdown,smoke vents or fan / G quo: Exit door/panic bars assembly hardware • ,. Elevators s;_� Elevator signage f y,, Handicapped bathroom grab bars/sinks/toilets ✓ ` r Handicapped bath/parking lot signage /e Jf G� i, &` `"" UlNia Handicapped service counters 34 in.,theckout 36 in. L R!` p Handicapped ramp/handrails continuous/12 in.beyond t, , a.- " /f,iek Active listening system and signage assembly space_ Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Calif of Occupancy) Okay to issue permanent CIO(Certif.of Occupancy) Okay to issue C/C(Certif of Compliance) lip PF-1 .4?ii)----4 COMMERCIAL FINAL INSPECTION REPORT ------- I Building& Code Enforcement Date inspection request received: a 1�1�_ � Office No. (518)761-8256 /// Dept. of Community Development Town of Queensbury Arrive M am/pm Depart am/pm 742 Bay Road Inspector's Initials :.ryi-- . Queensbury,n 12804 e j. 6-L NAME L GA) ri--6 ;,-ems „ . PERMIT# 5 /� LOCATION 13 O o, 5 ii (ei\(St, DATE --11(%-(9 S1) k_tre . TYPE OF STRUCTURE (%?�n�L i 1I4(,G l YES NO COMMENTS %r' 5 / n Y , Plumbing Vent Vent/Direct Vent location � C GG'D^ l�'' ��'l Plumbing Vent Roof Complete g b (..e_ "tctExterior finish grade complete Interior/exterior guardrails 42 in.platform/decks ✓ • ems_ 5 n d6)`� Interior/exterior ballasters 4 in.spacing platform/ 'deak Stair handrail 34 in.-38 in. Step risers 73/4 in. V / .Main door 44 in. '`h. V/ 3 All others 36 in. ' Q. ✓ / ./ Lever handles -7f- , �, — _ h/1 Ct�1I", /` �� Y c � Exits at grade or platform ✓ " Canopy to cover req.exit doors "w" ' '' ''f,.•Z/' /P:4; Gas valve shut-off exposed&regulator(18 in.)above grade ✓ t 4IV Floor bathroom watertight V Other floors okay ✓ "' ,. Hot water relief valve , `t' Boiler/furnace enclosure '/ ' <250,000 BTU N/R ✓ • :, ,,t. 250.000 BTU to 1,000,000 BTU's(1 hour) 7 1 •, ', >1,000,000 BTU's(2 hour) V` F'F "'j1� Gas furnace shut off within 30 ft.or within line of site • ✓/ r Oil furnace shut off at entrance to furnace area / ,4 F"� Stockroom enclosure(1 hour),'/4 hour door ✓ ,b� `' Storage/receiving/shipping room(2 hour), 1 '/z doors Ay 1 ', hour doors and closers �// 3 4 hour corridor doors and closers ✓� t''i, Firewalls/fire separation,2 hour,3 hour complete ✓ s • .k Fire dampers,2 hour fire wall/separation or greater ✓=' ', Fire door/shutters I 1/2hour,3 hour ' Ceiling fire stopping 3,000/5,000 sq.ft. _ , �/ /4_ f/�/1 �:.. /�;/ 1.-z"- -t'G At Fan shutdown,smoke vents or fan I/` 7 /` ,,7 �: J Exit door/panic bars assembly hardware ✓ _ �/ic` o' 041,1. -,4 .,_ r ,:,{ N![.�r Elevators Elevator signage _ 1oi d uiAs ..,,^ S"7 . . Handicapped bathroom grab bars/sinks/toilets _ — I/ _ // , // Handicapped bath/parking lot signage / /O 4 ,-w'r'^ c is 4u�N. Handicapped service counters 34 in.,checkout 36 in. - ✓ z, Handicapped ramp/handrails continuous/12 in.beyond ✓ ", .Active listening system and signage assembly space V / Final Electrical ✓// 7 L Site Plan/Variance required ✓ —,L% :i-w/ j% /r 4-4I Ar, (1" C h Final Survey,new structures A / & / .`' .As-built septic system layout required Z 1Lr 1� /�- ,, Okay to issue temp.C/O(Certif.of Occupancy) / — U�r,•7 f/- ' ' ` /�'v�t Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) — /l./t%e/ C /J �re ,//6im f Sir,"-L/, ,1 It-- Ai COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive Cho am/pm Depart am/pm 742 Bay Road Inspector's Initials 4-11-- Queensbury, 12804 NAME ?.� � � PERMIT LOCATI®N DATE — — TYPE OF STRUCTURE f 1 4 i N/A YES NO COMMENTS Chinmey/"B"Vent/Direct Vent location Plumbing Vent Roof Complete Exterior fmish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballads 4't .spa g platfomm/decks Stair handrail 34 in.-38' . Step risers 7 3/4 in. Main door 44 in. All ethers 36 in. Lever handles Eats at grade or pla orm Canopy to cover req exit Gas valve shut-off e�,•used&regulator(18 in.)above grade Floor bathroom wat 'ght Other floors okay Hot water relief valve Boiler/furnace encl. e <250,000 BTU N 250.000 BTU to 1,610,000 BTU's(1 hour) >1,000,000 BTU's(2 our) Gas furnace shut off with. 30 ft,or within line of site • Oil furnace shut off at . ce to furnace area Stockroom enclosure(1 hou ,3/4 hour door Storage/receiving/shipping ropm(2 hour), 1 '/2 doors 1 '4 hour doors and closers , ',hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/2 hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required G /� Okay to issue temp.C/O(Certif.of Occupancy) r, �,/ �L i c�� v�'17 Okay to issue permanent C/O(Certif.of Occupancy) ✓ ✓' 'e` C a Okay to issue C/C(Certif.of Compliance) COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive 3)1(am/pm Depart pm 742 Bay Road Inspector's Initials:Dr- Queensbury,NY 12804 NAME \).\.(_3; � Q PERMIT# - LOCATION -'7 , E�^ ��C� DATE TYPE OF STRUCTUR 2. $ T' - f N/A YES NO COMMENTS CnimneyP'B"Vent/Direct Vent location Plumbing Vent ,+ 4,5 Roof Complete J // ,e:7 / Exterior finish grade comp �. /� Interior/exterior guardra's 42 in.p : orm/decks 4{ �/r Interior/exterior ball. 4 in.spa g platform/decks )n,,,�f ` Stair handrail 34 in.- in. y� ""' Step risers 7 3/4 in. Ji e21,7! iTer Main door 44 in. O All others 36 in. Lever handles Exits at grade or platfe Canopy to cover -.�. :, a,• Gas valve shut-off e a,used&regulator(18 in.)above grade Floor bathroom w• 'Ott Other floors okay Hat water relief valve Boiler/furnace end•• e <250.000 BTU /R 250.000 BTU ti 1,000,000 BTU's(1 hour) >1,000,000 B 's(2 how) Gas furnace shut off ithin 30 ft.or within line of site Oil furnace shut off at- ce to furnace area Stockroom enclosure(1 hour),3/4 hour door Storage/receiving/shipping room(2 hour), 1 ''A doors 1 '4 hour doors and closers 3 d hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 ''/ hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) An�nA � q COMMERCIAL FINAL INSPECTION REPORT �l Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive epr�rt -- AlrY") 742 Bay Road Inspector's Initi 1 Queensbury,NY 12804 NAME Q �1-C.,-Y PERMIT# -)Wg LOCATION �, F n— DATE (�—a� TYPE OF STRUCTURE _1A }- V -Nate Ape. D N/A YES' NO COMMENTS ‘ CninuneyP'B"Vent/Direct Vent location Plumbing Vent 17:- Roof Complete 1 Exterior finish grade complete e/ Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballasters 4 in.spacing platform/decks Stair handrail 34 in.-38 in. Step risers 7%in. / o door 44 in. i ✓� All others 36 in. i Lever handles AU__ P 2.--17 Exits at grade or platform Canopy to cover req.exit-doors gigt Att_Lr,J 6tr,A3 -\:// Gas valve shut-off exposed&regu or(18}'n.)above grade Floor bathroom watertight / / Other floors okay \ IVC_Pt �/ Hot water relief valve / �`� Boiler/furnace enclosure V tR \D1PR'- <250.000 BTU N/R 250.000 BTU to 1,000,000 tTU's(1 hour) • >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 i or within line of site / Oil furnace shut off at entran to furnace area f r DV. ( pN Stockroom enclosure(1 hou ,3/<hour door e/ —C:.Ct—Ne�� '�/� �� ,� Storage/receiving/shippin:room(2 hour), 1 'A doors ` 1rJ t-l-- eiTeD\tv» MI‘E C-Y- R 1 '4 hour doors and cl, : ( ,Vevc.".4 ‘ A/ 1 '4 hour corridor doors. d closers flat E ' ¶ LCC-\ G" 1'1' • FNv`— Niv�� E �1c v Firewalls/fire separation,2 hour,3 hour complete t 1 LO FZ) 72 ,E_ P Li_ Fire dampers,2 hour fire wall/separation or greater --. i%)EEc) �t j� \Ca V )oc Fire door/shutters 1 '/z hour,3 hour —�� Ceiling fire stopping 3,000/5,000 sq.ft. / �� rJ �` - Fan shutdown,smoke vents or fan J Exit door/panic bars assembly hardware / T J- FtilL,kS Ou 6��% .P Elevators j N Elevator signage _ �� .R } ` Handicapped bathroom grab bars/sinks/toilets r Handicapped bath/parking lot signage / Handicapped service counters 34 in.,checkout 36 in.Handicapped ramp/handrails continuous/12 in.beyond ✓ Active listening system and signage assembly space_ . Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required ii Okay to issue temp.C/O(Certif.of Occupancy) NI Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif of Compliance) • GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept. of Community Development Date inspcCtion request received: Building& Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive,_ P• _. Depa ' �r�7% Inspector's In '.mil++. NAME: PERMIT# W, r LOCATION: DATE :RETRUC RE• RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible or providing protection from frcez ng for 48 hours folio• ing the p1• ement of the concrete. Materials for this p rpose :n site Foundation/W' s .- Reinforcement in PI cc Foundation/Dampp oofing Backf Approval • " robing Under Sl,be,1 ��;(� _ (22 1 A � Plumbing Vent/Vei is in Place Rough Plumbing Heating Rough-In Insulation Foundation Wale s Interior R- Foundation Wal s Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers_ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation I, 2, 3, hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping 7 , 1 ' D . . GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Qucensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Qucensbury, NY 12804 Arrive ai epa , .�;/` nspector's Initi _ . \_NAME _____: i . Y )----exy\Q___, PERMIT# LOCATION: ,`10 e_,L DATE . 9 -D ---to) TYPE OF STRUCTURE: •�,� \-\--- , RECHECK N/A YES NO COMMENTS Footings/Piers T I Monolithic Pour Form Reinforcement in Place The contractor.is-responsible for providing protection from freezing for 48 hours/following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour / Reinforcement1in Place Foundation/Da .pproofing Back 1 Appio al umbing Under+Slab Plumbing Vent/Vents in Place Rough Plumbing, Heating Rough-Ili Insulation ptizo p,9c) V-s-IF-_____ - \/ . Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls '5b\YS R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent_ - Framing --- Jack Studs/Headers Bracing/Bridging Joist Hangers . Jack Posts/Main Beam _ Air Infiltration Barrier Fire Separation 1, 2, 3, hour - Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive%- '. CODepart sj Inspector's Initi s NAME: '\)1 C:Tee R' L-fl t,E PERMIT# LOCATION: C,lit AT DATE : — TYPE OF STRUCTURE: C 1 ► FP - B e {QQ\ RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible'for providing protection from freezin;, for 48 hours following the place of the concrete. 7 Materials for this urpose on site , Foundation/Wallpo Reinforcement in Pl Foundation/Dampproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing / tmg RIn �lInsulationough-p P \ii\, Foundation Walls Interior. R- Foundation Walls Exterio R- Floors R- -Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping - 1 .—R t wv —tee GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Qucensbury Dept.of Community Development • Date inspection request received: Building& Code Enforcement 742 Bay Road • i to t Qucensbury,NY 12804 Arivt� 'a ' .• Depa .m �'* Inspector's Initi.'- NAME:\k PERMIT# _orr LOCATION: ']2o ! _ DATE : 1M TYPE OF STRUCTURE: 5;\,.. t_V1 .. RECHECK N/A YES NO COMMENTS Footings/Piers I Monolithic Pour Form Reinforcement in Place The contractor is responsible f,r providing protection from free.ing for 48 hours following the pla cmc n of the concrete. Materials for this purpos on silt Foundation/Wallpour Reinforcement in Place Fou ndal i on/Da mpproo(i ng Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Pliice Rough Plumbing Heating Ro h- \ � I lation ✓� J� ✓ IW Foundation Walls I tenor R- Foundation 1 Walls/ xtcrior R- Floors �� R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier_ Fire Separation 1, 2, 3, hour Penetration Scaled Fire Wall 2. 3,4 hour Firestopping • GENERAL INSPECTION REPORT ( 518 ) 761-8256 0 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arri ai /pm epa o s! s Initials' i�`'• V j •NAME: 1 Cj �C"J`� o�-�'l.Q � PERMIT# ��' LOCATION: rl -j Q ( � DATE : ' —' TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers I I I Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following -- , accmcnt . of the concrete. Materials for this pu .• e on si Foundation/Wallpour Reinforcement in Plac _ Foundation/Da. ppro f Backfill Approval Plumbing Under Sla. Plumbing Vent/Vc s in Place Rough Plumbing Heati g Rough-In Foundation W Its Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers • Jack Posts/Main Beam _ Air Infiltration Barrier _ Fire Separation 1, 2, 3, hour Penetration Scaled Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Quccnsbury Dept.of Community Development ' Date inspection request received: Building& Code Enforcement 742 Bay Road --�� .._ Quccnsbury,NY 12804 Arrive2)/ /pm D ` a m' or's Initia NAME: n PERMIT# �1 LOCATIO : 13(`per}c,,X0,VL"k DATE : — A TYPE OF STRUCTURE: `7\ /Vic-- -kl\-- RECHECK �� N/A YES NO COMMENTS Footi gs/Piers `_ I I I Monolithic Pour Form `�,. Reinforcement in Place The contractor is responsible for �. 'providing protection from freezing \ for 48 hours following the placement . olthe concrete. Materials for this purpose on site "-4 Foundation/Wallpour "\n Reinforcement.in Place '3. Foundation/Danipproo1ng _ p k. Backfill Approval '�z - Plumbing Under Slab t ;�- .,. Plumbing Vent/Vents in Place = = `a! Rough Plumbing - __ -- - „, Heati Bough-In `� ulation C w� 'A, AL \. Foundation Walls Interior R- 4, Foundation Walls Exterior R- Floors R- \ Walls ';ti ic.l'J V R- ,' Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3,4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive A`�6 am/pm Depart am/pm /� Inspector's Initials V- NAME: l//4,4 PERMIT# G'` ' 9 LOCATION: /64, DATE : F TYPE.OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers fI Monolithic Pour Form } // Reinforcement in Place ! , , The contractor is responsible for providing protection from freezing (5 -4jdi,,, QJ,k, eh/4Ce,/ &df'? for 48 hours following-the placeme of the concrete. / / Materials for this purpose on site 0 G� �A�4 me s.�/erne- /�X/i Foundation/Wallpour �` �`res4 car / h Reinforcement in Place I! ,S Foundation/Dampproofing / .j 0 f Backfill Approval Plumbing Under Slab E 4 4, G hie Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In _ Insulation Foundation Walls Interior R- - Foundation Walls Exterior RL Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS 104 REYNOLDS ROAD FORT EDWARD, NEW YORK 12828 COMPUTERIZED HYDRAULIC CALCULATIONS COVER SHEET FOR: VICTORY LANE UPPER GLEN STREET QUEENSBURY NEW YORK 12804 ADDRESS: TA-1 DISPLAY / SHOWROOM CONTRACTOR: FIRE CONTROL SYSTEMS INC. DATE: 9/16/99 JOB #: 1090 CONSTRUCTION: NON-COMBUSTIBLE OCCUPANCY: MERCANTILE DESIGN CRITERIA NFPA 13 ORD. HZD. GRP. 2 WET SYSTEM 130 MAXIMUM SQ. FT. PER SPRINKLER 1/2 in. ORIFICE SPKLR'S. K-FACTOR 5.62 TEMP. RATING 165 DEG. F THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq ft FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA WHEN FLOWING 604.73 gpm AT A PRESSURE OF 70.88 psi AT THE BASE OF THE RISER INSIDE HOSE 0 gpm OUTSIDE HOSE 250 gpm RACK SPKLR'S 0 gpm .i WATER SUPPLY DATA WATER FLOW TEST DATE OF TEST TIME OF TEST STATIC (psi) 125 RESIDUAL (psi) 90 FLOW (gpm) 1300 ELEV. OF RESIDUAL TEST GAGE LEVEL WITH MAIN FLOOR LOCATION OF FLOW TEST 12" CIRCULATING MAIN IN GLEN STREET AT CORNER OF LAFAYETTE STREET. TEST CONDUCTED BY QUEENSBURY WATER DEPT. TEST DATA FURNISHED BY FIRE CONTROL SYSTEMS INC. GENERAL REMARKS: • / �oF NEB e 31,14 TOWN 0 Cl S IJRY i „ �, FIRE r. ,, . ,� O ' ICE syr; iv REVI a i BY�► IF . +1 i=_ ) 1 ' DATE ', 4 a 06 �q 40 / COMMENTS TOWN OF OUEENSBURY FIRE MARSHAL Based on our limited examination, compliance with our comments shall is not be construed as indicating the plans and specifications are in full compliance with the code. FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE (-D TA-2 . 20/1500+250 HOSE JOB #1090 9/16/99 `` PAGE 1 SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE WITH ZERO PRESSURE REMAINING THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ K TEST..AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 53 5.62 9.50 38. 34 46.53 54 5.62 9.50 34.52 37.73 55 5.62 9. 50 33.09 34.66 56 5.62 9.50 31.74 31.89 57 5.62 9.50 31.37 31.15 58 5.62 9.50 36.45 42 .06 59 5.62 9.50 36.40 41.94 62 5.62 9.50 38.84 47.76 63 5.62 9.50 38.69 47. 39 64 5.62 9.50 38.58 47.13 65 5.62 9.50 38.46 46.82 66 5.62 9.50 34.58 37.85 67 5.62 9.50 34.49 37.66 68 5.62 9.50 33.96 36.50 69 5.62 9.50 33 .86 36.30 70 5.62 9.50 33 .12 34.72 71 5.62 9.50 32.98 34.44 72 5.62 9.50 31.77 31. 95 73 5.62 9.50 31.61 31.63 74 5.62 9.50 31.41 31.23 75 5.62 9.50 31.24 30.90 1 THE SPRINKLER SYSTEM FLOW IS 725.49 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm [ ],THE INSIDE HOSE [ ] RACK SPKLR'S. [0 YARD HYDT. FLOW IS 250.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.240 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 125.00 psi RESIDUAL PRESSURE 90.00 psi AT 1300.00 gpm TOTAL SYSTEM FLOW 975.49 gpm AVAILABLE PRESSURE 104.44 psi AT 975.49 gpm FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 2 MIN. PRESS. REQUIRED 104.44 psi AT 975.49 gpm PRESSURE REMAINING 0.00 psi FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 3 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ /TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 53 5.62 9.50 32.05 32.51 54 5.62 9.50 28.82 26 .29 55 5.62 9.50 27.56 24.04 74441. 43 >C/17 'C • a 56 5.62 9.50 26.37 22.02 r 2.6, .c P1 449 57 5.62 9.50 26.06 21.49 58 5.62 9,50 30.43 v 29. 31 59 5.62 9.50 30. 35 ✓ 29.15 62 5.62 9.50 32.46 ✓- 33 .35 63 5.62 9.50 32. 33 ✓' 33 .10 64 5.62 9.50 32.25 V 32.93 V ji/0 - '7-kl 65 5.62 9.50 32.12V 32 .67 /� ^ • 66 5.62 9.50 28.88 r 26.40 azP- �64 sJ'it-AS , 67 5.62 9.50 28.74 '' 26.15 6X 3 / f 6J.)4 68 5.62 9.50 28 . 34 v 25.42 69 5.62 9.50 28.18 'r 25.15 70 5.62 9.50 27.59 24.10 71 5.62 9.50 27.44 23 .84 72 5.62 9.50 26.40 22.07 73 5.62 9.50 26. 27 21.85 74 5.62 9.50 26.08 21.54 75 5.62 9.50 26.00 21.40 ill THE SPRINKLER SYSTEM FLOW IS 604.73 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ IYARD HYDT. FLOW IS 250.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 125.00 psi RESIDUAL PRESSURE 90.00 psi AT 1300 .00 gpm TOTAL SYSTEM FLOW 854.73 gpm AVAILABLE PRESSURE 108.90 psi AT 854.73 gpm FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-9 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 4 MIN. PRESS. REQUIRED 75.02 psi AT 854.73 gpm PRESSURE REMAINING 33 .88 psi FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 5 FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 1 2 854.73 10.00 0.00 140 11. 99 0.00 0.00 75.02 75.01 0.01 2 3 854.73 10.00 0.00 140 11.99 0.00 0.00 75.01 75.01 0.01 3 4 604.73 225.00 81.15 140 5.89 0.01 0.43 75.01 70.88 3.70 4 5 604.73 10.00 34.00 120 4.03 0 .10 1, 95 70.88 ° 64.42 4.51 5 6 604 .73 18.00 20.00 120 4.03 0.10 1.30 64.42 59. 22 3.89 6 7 604.73 8.00 0.00 120 4 .26 0.08 0.00 59. 22 58.60 0.62 7 8 604.73 10.00 33 .72 120 4. 26 0.08 0 .58 58.60 54.62 3 .40 8 9 604.73 12. 00 0.00 120 4 .26 0. 08 0.00 54.62 53 .63 0.99 9 10 604.73 7.00 0.00 120 4.26 0. 08 0.00 53.63 53.08 0.54 10 11 604 .73 10.00 0.00 120 4. 26 0.08 0.00 53 .08 52. 30 0.78 11 12 604.73 17.00 0.00 120 4.26 0.08 0.00 52.30 50.98 1.32 12 13 604.73 11.00 0.00 120 4. 26 0.08 0.00 50.98 50.13 0.86 13 14 403 .10 10.00 0.00 120 4. 26 0 .04 0.00 50.13 49.76 0.37 14 15 201.10 7.00 0.00 120 4. 26 0.01 0.00 49.76 49.69 0.07 7 16 0.00 22.00 48.36 120 3 .26 0.00 0.58 58.60 58.02 -0.00 16 17 0.00 9.00 0.00 120 3 .26 0. 00 0 .00 58.02 58.02 0.00 17 18 0.00 16.00 0.00 120 3 .26 0.00 0.00 58.02 58.02 0.00 18 19 0.00 9 .00 0.00 120 3 . 26 0.00 0.00 58.02 58.02 0.00 13 21 201.63 1.00 10.00 120 2.07 0.34 0.00 50.13 46.37 3.76 21 22 201.63 15.00 0.00 120 2.07 0.34 0.00 46. 37 41. 20 5.17 22 23 201.63 13 .00 0.00 120 2.07 0. 34 0.00 41. 20 36.72 4.48 23 20 169.58 6.00 0.00 120 2 .07 0.25 0 .00 36.72 35.22 1.50 20 24 108.80 7.00 8.00 120 1.61 0.37 0.00 35.22 29.71 5.50 24 25 79.99 12.00 0.00 120 1.61 0. 21 0.00 29.71 27.19 2.52 25 26 52 .43 11.00 0.00 120 1 .38 . 0. 20 0.00 27.19 24.91 2. 28 26 27 26.06 10.00 0.00 120 1. 38 0.06 0.00 24.91 24 .32 0.59 20 28 60.77 2.00 6.00 120 1. 38 0. 27 0.00 35.22 33 .12 2.10 28 29 30.35 2.00 0.00 120 1.38 0 .07 0.00 33 .12 32.94 0.17 14 32 202.01. 25.00 10.00 120 2.07 0. 35 0.00 49.76 37.66 12.10 15 30 201.10 1.00 10.00 120 2.07 0.34 0.00 49.69 45.95 3.74 30 31 201.10 15. 00 0.00 120 2.07 0 . 34 0.00 45.95 40.80 5.14 31 33 201.10 10.00 0.00 120 2.07 0. 34 0.00 40.80 37.37 3 .43 32 34 169.55 2.00 0.00 120 2.07 0.25 0.00 37.66 37.19 0.46 33 35 168.76 2.00 0.00 120 2.07 0. 25 0.00 37.37 36.90 0.48 34 36 137.30 13 .00 0.00 120 1.61 0.57 0.00 37.19 29.85 7.35 35 37 136.64 13 .00 0.00 120 1. 61 0.57 0.00 36.90 29.56 7. 34 36 38 108.42 3.00 0.00 120 1. 61 0. 37 0.00 29.85 28.74 1.10 37 39 107. 90 3.00 0.00 120 1.61 0.37 0.00 29.56 28.43 1.13 38 40 80.08 7.00 0.00 120 1.61 0.21 0.00 28.74 27.25 1.49 39 41 79.71 7.00 0.00 120 1. 61 0. 21 0.00 28.43 26.96 1.48 40 42 52.49 11.00 0.00 120 1. 38 0. 20 0.00 27.25 24.97 2.29 41 43 52.27 11.00 0.00 120 1 . 38 0. 20 0.00 26.96 24.72 2 .23 FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 6 FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 42 44 26.08 10.00 0. 00 120 1. 38 0. 06 0.00 24.97 24.37 0.60 43 45 26.00 10.00 0.00 120 1.38 0.06 0.00 24.72 24,21 0.51 21 51 0.00 5.00 9.00 120 1.05 0.00 -0.14 46.37 46.51 0.00 22 52 0.00 5.00 9.00 120 1.05 0.00 -0.14 41.20 41.34 0.00 23 53 32.05 5.00 9.00 120 1.05 0. 31 -0.14 36.72 32.51 4.35 24 54 28.82 5.00 9.00 120 1 .05 0. 26 -0.14 29.71 26.29 3.57 25 55 27.56 5.00 9.00 120 1.05 0. 24 -0.14 27.19 24.04 3 .29 26 56 26.37 5.00 9. 00 120 1.05 0. 22 -0.14 24.91 22.02 3 .03 27 57 26.06 5.00 9.00 120 1.05 0. 21 -0.14 24. 32 21.49 2.97 28 58 30.43 5.00 9.00 120 1.05 0. 28 -0.14 33 .12 29.31 3 .95 29 59 30.35 5.00 9.00 120 1.05 0.28 -0.14 32.94 29.15 3 .93 30 60 0.00 5.00 9.00 120 1.05 0. 00 -0.14 45.95 46.09 0.00 31 61 0.00 5.00 9.00 120 1.05 0.00 -0.14 40.80 40.95 0.00 32 62 32 .46 5. 00 9.00 120 1.05 0. 32 -0.14 37.66 33 .35 4.45 33 63 32. 33 5.00 9.00 120 1.05 0. 32 -0.14 37. 37 33 .10 4.42 34 64 32.25 5.00 9.00 120 1.05 0. 31 -0.14 37.19 32.93 4.40 35 65 32.12 5.00 9.00 120 1.05 0.31 -0.14 36.90 32.67 4.37 36 66 28.88 5.00 9.00 120 1. 05 0. 26 -0.14 29. 85 26.40 3 .59 37 67 28.74 5.00 9.00 120 1.05 0.25 -0.14 29.56 26.15 3.56 38 68 28.34 5.00 9.00 120 1.05 0.25 -0.14 28. 74 25.42 3.46 39 69 28.18 5.00 9.00 120 1.05 0.25 -0.14 28.43 25.15 3.43 40 70 27.59 5.00 9.00 120 1.05 0. 24 -0.14 27.25 24.10 3.30 41 71 27.44 5.00 9.00 120 1.05 0. 23 -0.14 26.96 23.84 3 .26 42 72 26.40 5.00 9.00 120 1.05 0. 22 -0.14 24 . 97 22.07 3.04 43 73 26.27 5.00 9.00 120 1.05 0. 22 -0.14 24.72 21.85 3.01 44 74 26.08 5.00 9.00 120 1.05 0. 21 -0.14 24. 37 21.54 2.97 45 75 26.00 5.00 9.00 120 1.05 0. 21 -0.14 24.21 21.40 2.95 16 76 0.00 19.00 10. 00 120 2.07 0.00 0 .00 58.02 58.02 0.00 76 81 0.00 11.00 8.00 120 1.61 0.00 0.00 58.02 58.02 0.00 81 82 0.00 12.00 0.00 120 1.61 0.00 0.00 58.02 58.02 0.00 82 83 0.00 13 .00 8.00 120 1.61 0.00 0.72 58.02 57.30 0.00 83 84 0.00 10.00 0.00 120 1. 38 0.00 0.00 57.30 57.30 0.00 84 85 0.00 10.00 0.00 120 1. 38 0.00 0.00 57.30 57.30 0.00 81 101 0.00 7.00 11.00 120 1 . 05 0.00 -0.36 58.02 58.38 -0.00 82 102 0.00 7.00 11.00 120 1.05 0 .00 -0. 36 58.02 58. 38 -0.00 18 77 0.00 19.00 10.00 120 2 .07 0.00 0.00 58.02 58.02 0.00 77 86 0.00 17. 00 8.00 120 1.61 0.00 0.00 58.02 58.02 0.00 86 87 0.00 12.00 0.00 120 1.61 0.00 0.00 58.02 58.02 0.00 87 88 0.00 11.00 12.00 120 1.61 0.00 0.65 58.02 57.37 -0.00 88 89 0.00 10.00 0.00 120 1. 38 0.00 0.00 57. 37 57. 37 0.00 89 90 0.00 10.00 0.00 120 1.38 0.00 0.00 57.37 57.37 0.00 86 106 0.00 7.00 11.00 120 1.05 0.00 -0.36 58.02 58.38 -0.00 87 107 0.00 7.00 11 .00 120 1.05 0.00 -0.36 58.02 58.38 -0.00 FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE (174Z:D TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 7 FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 19 78 0.00 19.00 10.00 120 2.07 0.00 0.00 58.02 58.02 0.00 78 91 0.00 11.00 8.00 120 1.61 0.00 0.58 58.02 57.44 0.00 91 92 0.00 13.00 0.00 120 1.61 0.00 0.00 57.44 57.44 0.00 92 93 0.00 13 .00 8.00 120 1.61 0.00 0.00 57.44 57.44 0.00 93 94 0.00 10.00 0.00 120 1. 38 0.00 0.00 57.44 57.44 0.00 94 95 0.00 10.00 0.00 120 1.38 0.00 0.00 57.44 57.44 0.00 A MAX. VELOCITY OF 21.63 ft./sec. OCCURS BETWEEN REF. PT. 34 AND 36 Sprinkler-CALC Release 5.3 By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS 104 REYNOLDS ROAD FORT EDWARD, NEW YORK 12828 HYDRAULIC CALCULATIONS PREPARED FOR VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 .9/16/99 WATER SUPPLY STATIC PRESSURE (psi) 125 RESIDUAL PRESSURE (psi) 90 RESIDUAL FLOW (gpm) 1300 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MAXIMUM SPACING OF SPRINKLERS (ft) 13 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 DISCHARGE DENSITY (gpm/sq. ft. ) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF . 2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM REQUIRES A FLOW OF 604.73 gpm AT A PRESSURE OF 70.88 psi AT THE BASE OF THE RISER (REF. PT. 4) VICTORY LANE TA-9 TA-2 20/1500+250 HOSE JOB #1090 9/16/99 137 .75 WATER SUPPLY/DEMAND GRAPH 130.50 123.25 - P 116.00R 108. 75 _ SE 1 4.2 5 9 S 87.00 (psi ) 50.75 ---, 43 .50 -,, 36.25 �`` -.,., 21.75 14. 50 m.000 0 500 1000 1500 2000 FLOW (gpm) FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS 104 REYNOLDS ROAD FORT EDWARD, NEW YORK 12828 COMPUTERIZED HYDRAULIC CALCULATIONS COVER SHEET FOR: VICTORY LANE UPPER GLEN STREET QUEENSBURY NEW YORK 12804 ADDRESS: TA-2 STOCKROOM CONTRACTOR: FIRE CONTROL SYSTEMS INC. DATE: 9/16/99 JOB #: 1090 CONSTRUCTION: NON-COMBUSTIBLE OCCUPANCY: MERCANTILE DESIGN CRITERIA NFPA 13 ORD. HZD. GRP. 2 WET SYSTEM 130 MAXIMUM SQ. FT. PER SPRINKLER 1/2 in. ORIFICE SPKLR'S. K-FACTOR 5.62 TEMP. RATING 165 DEG. F THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq ft FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA WHEN FLOWING 430.49 gpm AT A PRESSURE OF 74.48 psi AT THE BASE OF THE RISER INSIDE HOSE 0 gpm OUTSIDE HOSE 250 gpm RACK SPKLR'S 0 gpm WATER SUPPLY DATA WATER FLOW TEST DATE OF TEST TIME OF TEST STATIC (psi) 125 RESIDUAL (psi) 90 FLOW (gpm) 1300 ELEV. OF RESIDUAL TEST GAGE LEVEL WITH MAIN FLOOR LOCATION OF FLOW TEST 12" CIRCULATING MAIN IN GLEN STREET AT CORNER OF LAFAYETTE STREET. TEST CONDUCTED BY QUEENSBURY WATER DEPT. TEST DATA FURNISHED BY FIRE CONTROL SYSTEMS INC. GENERAL REMARKS: FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 1 $PRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE WITH ZERO PRESSURE REMAINING THE FOLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ kr TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 83 5.62 11 .50 35.84 40.66 84 5.62 11.50 34. 33 37. 31 85 5.62 11.50 33 .92 36.42 88 5.62 11.33 33.84 36.25 89 5.62 11. 33 32.45 33.33 90 5.62 11. 33 32.05 32.53 91 5.62 11.17 40.66 52. 34 92 5.62 11.17 37.62 44.80 93 5.62 11.17 34.68 38.07 94 5.62 11.17 33 .24 34.98 95 5.62 11.17 32.83 34.13 106 5.62 9.00 37.06 43 .48 107 5.62 9.00 34.61 37.91 101 5.62 9.00 38 .96 48.05 102 5.62 9.00 36.36 41.84 THE SPRINKLER SYSTEM FLOW IS 528.45 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm [ 1,THE INSIDE HOSE [ ] RACK SPKLR'S. [vl YARD HYDT. FLOW IS 250.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0. 247 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 125.00 psi RESIDUAL PRESSURE 90.00 psi AT 1300.00 gpm TOTAL SYSTEM FLOW 778.45 gpm AVAILABLE PRESSURE 111.46 psi AT 778.45 gpm MIN. PRESS. REQUIRED 111.46 psi AT 778.45 gpm PRESSURE REMAINING 0.00 psi FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-� .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 2 HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY THE OLLOWING SPRINKLERS ARE OPERATING IN: [ ] TEST AREA 1 [ PI TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA REF. PT. K ELEV. FLOW PRESSURE ft gpm psi 83 5.62 11.50 29.13 26.87 84 5.62 11.50 27.89 24.62 85 5.62 11.50 27.55 24.03 88 5.62 11. 33 27.51 23 .96 89 5.62 11.33 26.32 21 .93 90 5.62 11. 33 26.00 21 .40 � IJ/✓= �7Jx�Ox Zb 91 5.62 11.17 33.23 34.97 r L(. 4-Pdil 92 5.62 11.17 30.69 29.81 93 5.62 11.17 28.22 25.21 94 5.62 11.17 27.00 23 .07 95 5.62 11.17 26.67 22 .51 106 5.62 9.00 30.34 29.15 107 5.62 9.00 28. 30 25.36 101 5.62 9.00 31.90 32.22 102 5.62 9.00 29.74 27.99 THE SPRINKLER SYSTEM FLOW IS 430.49 gpm THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 0.00 gpm [ ] THE INSIDE HOSE [ ] RACK SPKLR'S. [ 14 YARD HYDT. FLOW IS 250.00 gpm THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.200 gpm/sq. ft. THE FOLLOWING PRESSURES & FLOWS OCCUR ---> AT REF. PT. 1 <--- STATIC PRESSURE 125.00 psi RESIDUAL PRESSURE 90.00 psi AT 1300 .00 gpm TOTAL SYSTEM FLOW 680.49 gpm AVAILABLE PRESSURE 114.45 psi AT 680.49 gpm MIN. PRESS. REQUIRED 76.89 psi AT 680.49 gpm PRESSURE REMAINING 37.55 psi FIRE CONTROL SYSTEMS, INC. GA--2,:) .20/1500+250 FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 HOSE JOB #1090 9/16/99 PAGE 3 FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 1 2 680.49 10.00 0.00 140 11.99 0.00 0.00 76.89 76.89 0.00 2 3 680.49 10.00 0.00 140 11.99 0.00 0.00 76.89 76.88 0.00 3 4 430.49 225.00 81.15 140 5.89 0.01 0.43 76.88 74.48 1.97 4 5 430.49 10.00 34.00 120 4.03 0. 05 1.95 74.48 70.13 2.40 5 6 430.49 18.00 20.00 120 4.03 0.05 1. 30 70.13 66.75 2.08 6 7 430.49 8.00 0.00 120 4. 26 0.04 0.00 66.75 66.43 0.32 7 8 0.00 10.00 33.72 120 4.26 0.00 0.58 66.43 65.85 -0.00 8 9 0.00 12.00 0. 00 120 4.26 0.00 0.00 65.85 65.85 0.00 9 10 0.00 7.00 0.00 120 4. 26 0.00 0.00 65.85 65.85 0.00 10 11 0.00 10.00 0.00 120 4.26 0.00 0.00 65.85 65.85 0.00 11 12 0.00 17.00 0.00 120 4.26 0.00 0.00 65.85 65.85 0.00 12 13 0.00 11.00 0.00 120 4.26 0.00 0.00 65.85 65.85 0.00 13 14 0.00 10.00 0.00 120 4.26 0.00 0.00 65.85 65.85 0.00 14 15 0.00 7.00 0.00 120 4.26 0.00 0.00 65.85 65.85 0.00 7 16 430.49 22.00 48. 36 120 3.26 0.15 0.58 66.43 55.11 10.74 16 17 284.28 9.00 0.00 120 3 . 26 0 .07 0.00 55.11 54.47 0.64 17 18 284.28 16.00 0.00 120 3.26 0.07 0.00 54.47 53 .34 1.13 18 19 145.80 9.00 0-.00 120 3 . 26 0.02 0.00 53.34 53.15 0.18 13 21 0.00 1.00 10.00 120 2.07 0.00 0.00 65.85 65.85 0.00 21 22 0.00 15.00 0.00 120 2.07 0.00 0.00 65.85 65.85 0.00 22 23 0.00 13.00 0.00 120 2 .07 0.00 0.00 65.85 65.85 0.00 23 20 0.00 6.00 0.00 120 2.07 0.00 0.00 65.85 65.85 0.00 20 24 0.00 7.00 8.00 120 1.61 0.00 0.00 65.85 65.85 0.00 24 25 0.00 12.00 0.00 120 1.61 0.00 0.00 65.85 65.85 0.00 25 26 0.00 11.00 0.00 120 1.38 0.00 0.00 65.85 65.85 0.00 26 27 0.00 10.00 0.00 120 1.38 0.00 0.00 65.85 65.85 0.00 20 28 0,00 2.00 6.00 120 1. 38 0.00 0.00 65.85 65.85 0.00 28 29 0.00 2.00 0.00 120 1. 38 0.00 0.00 65.85 65.85 0.00 14 32 0.00 25.00 10.00 120 2.07 0.00 0.00 65.85 65.85 0.00 15 30 0.00 1.00 10.00 120 2 .07 0.00 0.00 65.85 65.85 0.00 30 31 0.00 15.00 0.00 120 2.07 0.00 0.00 65.85 65.85 0.00 31 33 0.00 10.00 0.00 120 2.07 0.00 0.00 65.85 65.85 0.00 32 34 0.00 2 .00 0.00 120 2 .07 0.00 0.00 65.85 65.85 0.00 33 35 0.00 2.00 0.00 120 2.07 0.00 0.00 65.85 65.85 0.00 34 36 0.00 13 .00 0.00 120 1.61 0.00 0.00 65.85 65.85 0.00 35 37 0.00 13 .00 0.00 120 1.61 0.00 0.00 65.85 65.85 0.00 36 38 0.00 3 .00 0.00 120 1.61 0.00 0.00 65.85 65.85 0.00 37 39 0.00 3.00 0.00 120 1.61 0.00 0.00 65.85 65.85 0.00 38 40 0.00 7.00 0.00 120 1. 61 0.00 0.00 65.85 65.85 0.00 39 41 0.00 7.00 0.00 120 1.61 0.00 0.00 65.85 65.85 0.00 40 42 0.00 11.00 0.00 120 1. 38 0.00 0.00 65.85 65.85 0.00 41 43 0.00 11.00 0.00 120 1. 38 0.00 0.00 65.85 65.85 0.00 FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 4 FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 42 44 0.00 10.00 0.00 120 1.38 0.00 0.00 65.85 65.85 0.00 43 45 0.00 10.00 0,00 120 1.38 0.00 0.00 65.85 65.85 0.00 21 51 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 22 52 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 23 53 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 24 54 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 25 55 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 26 56 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 27 57 0.00 5.00 9 .00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 28 58 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 29 59 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 30 60 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 31 61 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 32 62 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 33 63 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 34 64 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 35 65 0.00 5.00 9.00 120 1.05 0.00 -0.14 . 65.85 66:00 -0.00 36 66 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 37 67 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 38 68 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 39 69 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 40 70 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 41 71 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 42 72 0.00 5. 00 9.00 120 1 .05 0.00 -0.14 65.85 66.00 -0.00 43 73 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 44 74 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 45 75 0.00 5.00 9.00 120 1.05 0.00 -0.14 65.85 66.00 -0.00 16 76 146.21 19.00 10.00 120 2.07 0.19 0.00 55.11 49.60 5.51 76 81 . 146.21 11.00 8.00 120 1.61 0.64 0.00 49.60 37.41 12.19 81 82 114.31 12.00 0.00 120 1.61 0.41 0. 00 37.41 32.48 4.93 82 83 84.57 13.00 8.00 120 1 .61 0.23 0.72 32.48 26.87 4.89 83 84 55.44 10.00 0.00 120 1.38 0. 23 0.00 26.87 24.62 2.25 84 85 . 27.55 10.00 0.00 120 1. 38 0.06 0.00 24.62 24.03 0.60 81 101 31.90 7.00 11.00 120 1.05 0. 31 -0.36 37.41 32.22 5.55 82 102 29.74 7.00 11.00 120 1.05 ' 0.27 -0. 36 32.48 27.99 4.85 18 77 138.48 19.00 10.00 120 2.07 0.17 0.00 53.34 48.35 4.99 77 86 138.48 17.00 8.00 120 1.61 0.58 0.00 48.35 33.84 14.50 86 87 108.13 12.00 0.00 120 1.61 0. 37 0.00 33 .84 29.43 4.42 87 88 79.83 11.00 12.00 120 1.61 0.21 0.65 29.43 23.96 4.81 88 89 52.32 10.00 0.00 120 1.38 0.20 0.00 23.96 21.93 2.03 89 90 26.00 10.00 0.00 120 1.38 0.06 0.00 21.93 21.40 0.53 86 106 30. 34 7.00 11.00 120 1.05 0.28 -0.36 33.84 29.15 5.06 87 107 28. 30 7.00 11.00 120 1.05 0.25 -0. 36 29.43 25.36 4.43 FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS VICTORY LANE TA-1 TA-2 .20/1500+250 HOSE JOB #1090 9/16/99 PAGE 5 FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV, FROM TO DIFF (gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi) 19 78 145.80 19.00 10.00 120 2.07 0.19 0.00 53.15 47.67 5.48 78 91 145.80 11.00 8.00 120 1.61 0.64 0.58 47.67 34.97 12.13 91 92 112.57 13.00 0.00 120 1.61 0.40 0.00 34.97 29.81 5.16 92 93 81.88 13.00 8.00 120 1.61 0.22 0.00 29. 81 25.21 4.60 93 94 53 .66 10.00 0.00 120 1.38 0.21 0.00 25.21 23.07 2.13 94 95 26.67 10.00 0.00 120 1.38 0.06 0.00 23 .07 22.51 0.56 A MAX. VELOCITY OF 23 .04 ft./sec. OCCURS BETWEEN REF. PT. 76 AND 81 Sprinkler-CALC Release 5. 3 By Walsh Engineering Inc. North Kingstown R.I. U.S.A. FIRE CONTROL SYSTEMS, INC. FIRE SPRINKLER CONTRACTORS 104 REYNOLDS ROAD FORT EDWARD, NEW YORK 12828 HYDRAULIC CALCULATIONS PREPARED FOR VICTORY LANE TA-1 TA22/).20/1500+250 HOSE JOB #1090 9/16/99 WATER SUPPLY STATIC PRESSURE (psi) 125 RESIDUAL PRESSURE (psi) 90 RESIDUAL FLOW (gpm) 1300 BOOSTER PUMPS NUMBER OF BOOSTER PUMPS 0 SPRINKLERS MAXIMUM SPACING OF SPRINKLERS (ft) 13 MAXIMUM SPACING OF SPRINKLER LINES (ft) 10 DISCHARGE DENSITY (gpm/sq. ft. ) .2 THIS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .2 gpm/sq. ft. FOR A DESIGN AREA OF 1500 SQ. FT. OF FLOOR AREA THIS SYSTEM REQUIRES A FLOW OF 430.49 gpm AT A PRESSURE OF 74.48 psi AT THE BASE OF THE RISER (REF. PT. 4) VICTORY LANE TA-1 TA-3) .20/1500+250 HOSE JOB "#1090 9/16/99 137 .75 WATER SUPPLY/DEMAND GRAPH 130.50 123.25 - � P. 100 .755 E 194.25 ~ u E 72.50 `,. -� 65.25(psi) 58.75 _ ' .-`' , -- 43. 50 . 21.75 i7.25 0.000 500 1000 1500 3000 FLOW (gpi) P)Q)_ CM-54C/ RUCINSKI ARCHITECTURE ¢� Ronald Richard Rucinski 'J Ethan Peter Hall, Associate �5 (,c' 627 Maple Avenue �-��G Saratoga Springs NY 12866 Voice 518 580 1905 Fax 518 584 5012 Email rucinski@capital.net Transmittal To: Laura Moore—Town of Queensbury Planning Dept. From: Ethan Hall Date: 19 October, 1999 Re: Revised Parking for Victory Lane Laura, Attached are two copies of the revised parking layout& calculations for the Victory Lane project, which you orally approved during discussion with Ron this afternoon. If you have any questions please give either Ron or myself a call. Thank you. Ethan Hall 9*/FX ECIEN5) �,,, A 91999 TOP oiG 0v-Weet I C�*' Xc: Ted Chittenden—Victory Lane Art Dombrowski—Hoffman Enterprises C:\Acad\Vidory Lane\Papecwork\Transmitta12.doc 1 09/07/1999 12:03 518-584-5012 RUG1NSKI PUGE< �lfi ' wi RUCINSKI ARCHITECTURE Ronald Richard Rucinaki �',�� = r" Ethan Peter Hall, Associate , qq D (09 627 Maple Avenue q) - Saratoga Springs NY 12866 ,� k Voice 518 580 1905 ' Fax 518 584 5012 • Email rucinslti@capital.net I " j • ;i. • •1r +, • Fail To: Dave Hatin—Town of Queensbury From: Ethan Hall Date: 7 September, 1899 Re: Victory Lane—Grease trap Dave, Based on my conversation with Mike Shaw it has been established that an exterior grease trap will be required for the referenced project The building tenant has agreed to provide the requested size and the installation will be coordinated with the plumbing contractor. The drawings I have: provided to the contractor do not currently reflect this change as they Were issued prior to getting ; Mike's formal decision. If you require the drawings to be revised please let me know. Please give me a call if you have any questions. Thank you , Ethan P. Hall • • Cc:Ted Chittenden—Victory Lane C;\Ac d1Viaory1,ane'Papuwork\Fax3.doc 09/07/1999 12:03 518-584-5012 RUC INSKI. PAGE 02 ; 08.24/99 02:lf1 FAX $18+7981-3320 QCEENS8iRI. WATER 01 Town of Queensbury Department of Wastewater 823 CORINTH ROAD, QUEEN5i uRY, NEW YORK 12804 Phone:(518) 945-5589 • Fax:(518) 798-3320 TO: Eathen Hall 1.4. FROM: Mike Shaw rdo. DATE: August 23, 1`"• RE: Proposed Victory Lane Restaurant Grease Trap As per our phone conversation, I have used the attached formula for estimating the grease trap size. The grease trap detail is also attached. ,4< ;. . (D) (GL)(ST) (HR/2) (LF)=size of trap in gallons. (92) (5) (2.5) (12/2) (-S) 5,520 gallons. With my experience, I find this size trap to be too large. A 1,500-gallon grease trap would be acceptable. I would expect that this trap would have to be pumped at least every two- (2)months. We do have a maintenance program where we inspect grease traps and possibly adjust the pumping intervals. If you have any additional questions, please give me a call. ms/atop cc: file 09/07/1999 12:03 518-584-5012 RUO,INSKI . PAGE 03eil4bat ; FORT MILLER THE ' � 1 — _. — THE FORT MILLER CO„ INC. S it 1500 to 3000 Galion . Heavy 1 utv Grease Trap CONCRETE: 4000 PSI Afl 8" REINFORCEMENT: ASTM A •GRADE 60 b 615 ENTRAINED AIR: 5 0%-9.096 � ` ' .y MEETS ASTM C890 , 0....0,0 ) 24"IDIAM.TAPERED o'p"' ,, HOLE & PLUG TYPICAL, o® " 9 ® ,. OUTSIDE ® HEIGHT O d®O r 0 al '*, m s v r' ! - J d >,IL w. f I OIL 'Q' ;..yam N. v 'L' d 'O' OR I 6 , I 'v 1 �� f ' ®® a ,,." 2500 & 3000 GAL. • . — - - 13'-0- ,G.. "° , 1500 & 2000 GAL. 2500 & 3000 GAL, 11.—0 7'—0" 1500 & 2000 GAL 6'—0" ELONGATED KNOCKOUTS TO ACCOMMODATE 8" PIPE IN '4 LOCATIONS. ALLOW VARIOUS COMBINATIONS FOR INLET &OUTLET DESIGN CASE 3 TO BE USED. (TGFFIC) PIPETO BE 8" OFF BASE, PIPING SHOWN NOT INCLUDED WITH TANK. TANK LIQUID — — TANK WEIGHT, LBS SIZE OUTSIDE LEVEL TOP BOTTOM TOTAL BAFFLE GALS. 1G i 911 I' 0 SECTION SECTION SECTION WEIGHT 1500 - 10,833 12,750 26,835 3252 i 2000 7' - 8" 5' - 6" 6' - 0" 6' • 3" 14,433 12,750 31,483 4300 2500 6' 1" 4' - 9" 5' - 6' 5' • 9" 16,042 16,316 - 37,032 4674 y 3000 7' - 11' 5' - 9" 6' - 6" 6' - 9" 16.892 16,316 40,718 5510 laee B•1€D IOW tow . TOWN OF QUEENSBURY LODy 742 Bay Road, Queensbury, NY 12804-5902 518 761 8201 5_,: August 6, 1999 Ron Rucinski 627 Maple Avenue crre) _ /90( Saratoga Springs,NY 12866 Dear Ron: The following items must be addressed on the plans for Victory Lane Restaurant and Mercantile Store before a building permit can be issued. p/ All exit doors must be-14 inch from the restaurant area itself,with canopies covering the door swing to provide prevention of snow and ice accumulation. Also,these doors must be provided with panic hardware.,,. 5.-42._ .eGa G t.,esG e,b4 9 . 7 All glass in any doors and adjacent to any doorways must safety glass,a note will need to be put on the plans. There must be a one-hour fire separation between the restaurant/game room and the 0 . Mercantile Store. The doors must be three-quarter hour rated between the restaurant/game room and Mercantile area. The entrance vestibule area,must be three-quarter hour rated, as referred in Section 771.4A(2) of the Code. Another way to accomplish this vestibule area may be to eliminate the front façade exit doors, therefore making this a recessed vestibule with no exterior doors, and the doors leading into the vestibule would then become exterior doors,and no fire separation would be required. /f f,( 0a/lis /, / The kitchen must have a0 e-betty fire separation between the kitchen and the dining area of the restaurant with hear and a half doors provided in the two-hour wall. Y All finishes must be Class A in the exit ways, Class B in throughout the rest of the spaces,and Class One carpeting. fti We will need a complete fire alarm system plan including smoke or heat detectors in all r spaces of the restaurant/game room area, horn strobes throughout, strobes in the bathrooms, pull stations at the exit doors, and smoke detectors in the return air ducts for the rooftop units. Also, the rooftop units must be tied in to the fire alarm system for fan shutdown upon activation of any part of the fire alarm system. al, og/ Cl „� p1et1 P.v}.. i The stockroom for the Mercantile space must have a one-hour enclosure, as well as the restaurant stockroom,with three-quarter hour fire doors. All plumbing must be cast iron or copper throughout. 04We need exit lights with battery backup and emergency lights provided in all spaces to provide adequate egress. The exit lights and emergency lights must be on a dedicated circuit. 0' S e �/Ya:.. ShO;✓ruJ»1/ea�iav,�� We need full details on the handicapped bathroom layouts. ,�41,� / � �,r , �r u 1'//,0 �/i n - 111,..v 3;3 4 Luurer 1,41t. (off{I j- Sr "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 PThe bar area of the restaurant must be provided with a 60 inch wide area, no more than 34 111��/// inches in height. . The service counters at the entrance to the restaurant and the Mercantile space must be no more than 38 inches in height. Total restaurant seating cannot exceed 99 persons, otherwise a sprinkler system would be required throughout the assembly space. You should take into account any waiting areas or waiting areas around the bar which could be considered at three or seven square feet, so the seating shown on the original plan may have to be reduced to allow for standing room and waiting area of customers. IF Ve will need to know the insulation values, if insulation is to be re-installed in any of these occupied spaces. Please be aware that faced insulation cannot be left exposed, nor can certain types of polystyrene foam. All exits will need to be ramped to grade to meet the handicapped accessible requirement for 0 exiting. Ramps must be a one on twelve pitch with handrails both sides extending one foot beyond top and bottom of the ramp. The surface of the ramps must be non-skid. Ah a ,�JJ/ I believe this is all the items which were addressed at our meeting, and as soon as they are addressed on a set of plans,we will be able to issue a permit. Should you have any further questions, please don't hesitate to contact me. Sincerely, ( Z...)afiff‘,. David Hatin,Director Building and Code Enforcement DH/mg /S 4 A!/ c44-AJ,-- O r) Ltv Put4 f / `oi,� s�,�.�/�— sly, s�o�G YlGry z hh Nei- L / Victory Lane Collectibles 730 Upper Glen Stree Queensbury,NY 12804 518-761-3381 Fax:518-761-3381 Mr. Dave Hatin Town of Queensbury Building Dept. Re: Urinal Heights Dear Mr.Hatin, This letter serves to inform you that the urinal located in the mens facility at the Victory Lane Cafe has been lowered to a height of 17", as per your request. Thank you for not holding us up on the Certificate of Occupancy, and for all your assistance along the way. Sincerely, Ted Chittenden � ` TOWNOF QUEENSBURY Fir;�� QU NS � 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 fed 9/20/1999 "7c',led �� Page l of 2 �� 4tici ,{r 9/ Mr. Richard Boucher Fire Control Systems.Inc. 9 Reynolds Road 1 Fort Edward, NY 12828 Dear Rick, On Friday,.September 20, 1999, I received a request from Mr. Maynard Baker,. owner of the Baker Funeral Home, proposed for construction in the Town of Queensbury. Mr..Baker asked me to verify that design professional stamps are required on Fire Sprinkler Design Drawings. Based on my telephone discussion with you this morning, I placed a telephone call to the New York State, Building Codes:Division, to clarify the matter.This afternoon, I spoke with Mr. Steve Rocklin, from the New York State Building Codes Division. Mr. Rocklin explained that the New York State Education Department requires Fire Sprinkler Design Drawings to be stamped by a design professional. Mr. Rocklin then suggested that I contact-the New York State Education Department for further clarification. This afternoon, I also spoke with Mr. Thomas.King,from the New York State Education Department.Mr. King stated that the New York State Education Department does indeed require Fire Sprinkler Design Drawings to be stamped by a design professional. Mr. King further explained that if the building designer does not design the Fire Sprinkler System, then the building designer should follow regents guidelines for plan review and certification. _ It has never been the intent of the Town of Queensbury to disregard the New York State requirements for stamped design drawings. If previous drawings have been approved without the appropriate stamp, this was done in error: "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 Mr. Richard Boucher Page 2 of 2 Please ensure that the Fire Sprinkler Design Drawings for the Baker Funeral Home, for Victory Lane, and for other future projects in the Town of Queensbury have the appropriate stamps. Please feel free to call my office at 761-8205 if you have any questions concerning this matter. Sincerel ,),J\jk, 0, 1))v_, Christopher J. Jones Fire Marshal CC: Mr. Dave Hatin, CEO Mr. Maynard Baker, Baker Funeral Home Mr. Theodore Chittenden, Victory Lane