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2002-660
TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (51$)761.8256 CERTIFICATE OF OCCUPANCY Permit Number. 'T20020660 Date Issued: Friday, October 03,2003 This is to certify.thaMork requested-to be done as shown by.Permit Number P20020660 has been completed, Tax Map Number: 523400-288-012-0001-012-000.0000 Location: 18 STATE ROUTE 149 Owner: BOATS BY GEORGE,INC. Applicant: BOATS BY GEORGE This structure may be occupied as a: By Order of Town Board New Commercial Building TOWN OF QUEENSBURY Director of B ulding&Code Enforcement T TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20020660 Application Number- A20020660 Tax Map No: 523400-288-012-0001-03;--Ooo-0000 Permission is hereby granted to: For property located at: STATE ROUTE 9,OFF in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: BOATS BY GEORGE New Commercial Building 350,000.00 18 STATE ROUTE 149 Total Value 350,000.00 LAKE GEORGE,NY 12845 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2002-660 Boats By George Construction of an 8,000 sq. ft. commercial building plus 410 sq. ft. handicap ramp as per plot plan& specifications. $1,261.50 PERMIT FEE PAID- THIS PERMIT EXPIRES: Saturday,August 30,2003 (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 oft-Queensburr, Friday,August 30, 2002 SIGNED BY ( - ;)" - Z-1 &X��7 for the Town of Queensbury. %'O'oe yAr'K tl V Director of Building 8z;4MDarcement Building Permit Application T;t.w�n of Queensbury-Dept of Community Development,742 Bay Road, Queensbury,NY (518)761-8256 A permit must be obtained before beginning construction. Permit File No. No insp6c-tion will be made until applicant has received a Fee Paid $Ld-Z2L,-50 _valid'building permit. All applicants' spaces on this Rec. Fee Paid $ application must be completed and must appear on the Reviewed By: application form. - opy Applicant: 'L/,- --Owner: -eVj.\-7. 'et< Address: Address: 6A V Phone# Phone#(CrOLP) Email Address: Email Ad rcss/2Z69. W~.6,� Property Location: Lot Number: 1 House Number Subdivision Name: Tax Map Number: §t New Building: residence /cornmercial Estimated Market Value of Construction: 13 Addition: residence/ commercial If an Addition,what will use of new addition be? L3 Alteration: residence/ commercial 7"- U No change to exterior size: residence coni'l E3 Other work(describe Check OccupancyInformation 1"Floor 2""Floor Other floor Total Below sq.ft. sq.ft. sq.ft. Square Feet 0 Single family dwelling 0 Two family dwelling U Townhouse L3 Multifamily dwelling #of units U Office X Mercantile 13 Manufacturing E3 1 car detached garage bll� a_`- 0 2 car detached garage E3 3 car detached garage 13 1 car attached garage 0 2 car attached garage C3 3 car attached garage 13 Storage building- commercial C3 Storage building- z—residentW- 11 -Other C What is the proposed height of the structure feet inches Will any second-hand or ungraded lumber be used? If so,for what? Type of Heating System: electric/ oil /aLas/wood /�Lo_rcedhot air baseboard othet: Number of Fireplaces to be installed Number of Woodstoves to be installed,&�, List below the person(s)responsible for supervision of work as regards to building codes: Name Acfdx6g§-- Phone Number Builder -- Plumber Mason Electrician Declaration: please sign below after you have carefully read the statement: To the best of my knowledge the statements contained in this application,together with the plans and specifications submitted,are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be co specifications --atio s d that 11 shall be with,whether specified or noted,and-that such work is authorized by the owner. Further,it is understood that I/we s submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zonin Administrator or Ditector of Building and Codes,an As Built Survev by a licensed Surveyor,arawn to scale, location of all new onstruction. Signau ner,owner's agcnt,M=N;;Z;contractor, BLDG. PERMIT NO. 2002-660 APPLICATION FOR A TEMPORARY CERTIFICATE OF OCCUPANCY j A TEMPORARY CERTIFICATE OF OCCUPANCY is hereby requested for the property located at; 18 Stake Route 149 for the following uses.. Commen.ciaQ Bu.iZding (Boats By Geonge) Febnuany 28, 2003 DATE '['NATURE OF APPLICANT TEMPORARY CERTIFICATE OF OCCUPANCY The TEMPORARY CERTIFICATE OF OCCUPANCY is hereby (APPROVED ( )DISAPPROVED with the following conditions: Ce4t i Aicate o6 Occuapncy to be a4ued upon compZetron 06: Finish Roo Coping. FinAsh Ext '. n Moo tette+i 1,6nom BiU Monzgomay on 4tAuctuAaZ s.teef. bo. s have been .to,%qued beJotce 6 na2 C/O and izzue tetteri. ' Paotect Pno ane .tank kom rr a mo.tectio . 1 mtg H.C. Paaking Signage 9 No Pa k i.ng Sign. Need �;.naZ Suhvey. Fin.i.6h Site P,* n WoAk. In to Z Sign 6oj, flan "Fite Dept. We Onty". Remove EZec. Condu i c.on ex i.6.ti.ng buita-1g. Remove Ice and, Snay 4Aom main entAanee and exit dooAz be4oAe Tempwcany CYO is izzued. TEMPORARY CERTIFICATE OF OCCUPANCY FE X0$10.00 EPOSIT: (4$100.00 received on Feb4u.any 28, 2002 Date of Issuance. Director of Bldg. & Co nfo ement THIS TEMPORARY CERTIFICATE OF OCCUPANCY EXPIRES 90 DAYS FROM THE DATE OF ISSUANCE. NOTE: This Certificate is NOT VALID unless signed by the Director of Bldg. & Code -Enforcement or his designee. Commercial Final Inspection Report Office No.: (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: PERMIT#: o NAME: &O�ZL r4 LOCATION: DATE: ",-So OD ct COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 711/Treads 1111 Vestibules For Exit doors>3000 sq.ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if re aired Exits At Grade Or Platform 3 6 (w)x 44" 1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator Q 8")Above Grade Floor Bathroom Watertight/Other Floors Okay Relief Valve,Heat Trap/Water Temp.110 Degrees Maximum Boiler/Furnace Enclosure 1 lu.-. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), I V2doors > 10%> 1000 sq.ft. 1/411our Corridor Doors&Closers Firewalls Fire Separation, 2 Hour, 3 Hour Complete/Fire Dampers Fire Doors Ceiling Fire Stopping, 3,000 sq. ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Signage/Shaft Sealed Handicapped Bathroom Grab Bars,/Sinks/Toilets Handicapped Bath/Parking Lot Signage Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 201 wide Okay To Issue TeLnp. or Permanent CIO Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PaznW\Building&Codes\Commercial Final Inspection Report.doc 711N ro x x 10 H N N c M � ro n H ro qa r x a r;n :qH H H rb r w M H w H H g z o r M M X o N 0 ro 0> > xgxzzz > � � 09Cl H 0v > q o q � q p N d a a H q H N r M M n M z 0 H H m ro x cH m m > I. m H 0 r r H H H I H N x a M H % H N x r H q C ro nnn0N00xa0 H rozHzHM >z0 NO H r� � HNrr� � > > g000 ooa 000z yc� ro t� C r ro ro ro > 0 0 z 0 H C Gl H U) ( 1 N x M ro ro ro H ro H Z 0 w = © U1 ss n In N H z C 0 N C 0 x c9mcy0aat� Nx z � � � � < q H N _ � n > p >I n m NZ H m z x c 0 n H ro c C r 4 n H z N H y n i ron > > 00N � rz0 > N � � , l.� H � pgnyHZMq r0Nc x roz nc r� c0zrz 0 v > 0 r r Hq 0 q n H N N N ro N c > 0l c 4 x N ro H z H . m HH a 10 H ro H ro H H c m r A 02 n r z m r 0 "� H r c Ilk INH t� 0 x Z r > m H > a w n x t=1 z N x N H x ^ Z0(A 0 0 N ro I H�•1 z ro H �,I t9 J►c ON z e Hz � Hmz O� � XH x a � , 00-1-0/.1 dG Of./- C011RMERCUL FIINAL wspEcTjON REPORT Baildi_gA Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive ,V, (l am/pm Depart /pm 742 Ray Road Inspector's Initialso�am Qlueensbury, NY 12804 1 NAME PERMIT# k` � LOCATION 92L el DATE TYPE OF STRUCTURE ---_� N/A YES NO COMMENTS ChimneyP'B"VenvDirect Vent location Plumbing Vent Roof Complete Dx erior finish grade complete Interior/exterior guardrails 42 in.platform/deeks hdmior/exterior ballascrs 4 in.spacing platform/decks I I St � Stair handrail 34 in.-38 in. „ Step risers 7'/a in. .Main door 44 in. All others 36in. Lever handles Exits at grade or platform Canopy to cover req.exit doors Gas valve shut-off exposed®ulator(18 in.)above gracL / Floor batluoomwatertight j,ck ff Wp//i-d Other floors okay Hot water relief valve Boiler/fumace enclosure ¢¢�� ( (�5 � A �U <250,000 BTU N/R d}t! Cr 250,1000 BTU to 1,000,000 BTU's(I hour) G >1,000,000 BTU's(2 hoar) Gas furnace shut off within 30 IL or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(I hour),3h hour door Storage/receiving/shipping room(2 hour), 1 I/z doors 1 14 hour doors and closers ?,hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour oomplcte 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 i Elevator signagg 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 Oc upancy) Okay to issue C/C(Certif.of Compliance) n Town of Queensbury Fire Marshal's Office 7 742 Say Road Queensbury, NY 12804 Phone (518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request ?:) SCHEDULE r Received: Permit# INSPECTION ON: 0jaD=- AM PM ANYTIMEName: Location: ajnj�,w RZo IL4q APPROVEO N/A YES NO COMMENTS EXITS AISLE WIDTHS EXIT SIGNS-NORMAL - BATTERY pro 9a EMERGENCY LIGHTING `5-C FIRE EXTINGUISHERS CA FIRE ALARM SYSTEM FIRE SPRINKLER SYSTEM FIRE SUPPRESSION SYSTEM HOOD INSTALLATION INTERIOR FINISHES 0-6 STORAGE ec COMPRESSED dA--S CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS CLEARANCE TO ELECTRICAL REQUIRED SIGNVGE EMERGENCY PLAN 9MAXIMUM OCCUPANCY SIQiq--- ve,41dt CHIMNEY 07 MASONRY ROUGH IN FINAL CHIMNEY FACTORY BUILT ROUGH IN 5OJvl&J FINAL WOOD STOVE ROUGH INj-�� ' FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN K THIS DATE OK FO CO OT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECT FINAL I COMDEV/CHRISJNVORDILETTERS20011FIREMARSHAUNSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY COMMONWEALTH ELECTRICAL INSPECTION SERVICE, INCe Main Office 176 Doe Run Road - Manheim, PA 17545 MUNICIPAL CERTIFICATE - ELECTRICAL APPROVAL NO 79516 PeanitNo, #rirRt#uriifiiRlftH!!Iillffgitltiffl e i Cut-in Card of i4ffR#If�Naff/.•rltnffltRr#f#Rrtri ���4t�r4 �� � k# fil,,,,f•1llR•fo#fflfffRi!!•or„folpo#o•fi#pNllfifo#fii!!f4lfHlr Tf g a.4re laR4Ntttt•!!Y•!•Y44 # Location•flfllflf!!ff#t#rflf•Nf!!lfff111IRff!#N!#ffft!!f!lt4iflNf!lfNiffRRRRfr#u!lt1R!llffrfl••##414firRf#!!#If44fN!!• flit •! !!#!ff �NliffRRNI!lfrfffNf f �M/F • itf f!!1!#RifftlYN#tftfn Installation Consisting of iflflNr,lflf4lffRR###oftftfi!!R!!f�#R 14iif ffftftftttitr!#llfl If i rf#•••## fiRf►„fffR4rN##iN! 1 Ilfarl ■ � frlrr,l,111fff■a frfRilgflf##N44R llnf!##RONf!#•fffiRf fflffoofl•Rr4ff#oof!##•#f!•!•!!#!!f!##Hlfrt!#•lorNffr!!!!#! n Bowe tf#o!o!##fH!!!!f!l•f•f!g!#oIoof ifi fln#fiRft#•lfuffR�t#Ni•lrl6t•! to !il41 • ! rlRfNi!# it # #IN#t!# fN #!f• # • o lofft &�e1gIN!!ltn nll Rofotnfilir Installed Byl4o141f##f#Jj1#.6', Lic. � •ofr1#ffRukmf # tNl!!!ff#N!f•!trlllilfiiffffl!#il4r#fRof#!ftlfroH The conditions followinggoverned the issuance of this certificate, and any certificate previously issued is cancelled: f certificate only covers the electrical equipment and installation conditions as of date, Upon the This c y introduction of additional equipment or alterations, application shall be promptly made for inspection. • Y if Yof this Companyshall have the rivil a of maki spect�ons at any time, and its Inspectors privilege rules are violated, the Company shall have the right o revolve i�c te• NPolito••!!!#IflR•f•!o!!##Hrfiil,iro,rffob,##ft!###f#464 Mottled@of##!l fff• Date#••f!###olNiff!#}�f off####11•I#fiio!!f N!!#IY•!ff �•'������� *+ #Nik!!!! ' momhor N PP.A._ 1.ASI Town of Queensbury Fire Marshal's Office 31 742 Bay Road Queensbdry, NY 12804 Phone(518)761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request SCHEDUCE, Received: Permit# --a4r-Y INSPECTION ON: e� Name: AM PM ANYTIME Location: APOROVEb N/A YES NO COMMENTS EXITS x AISLE WIDTHS X EXIT SIGNS-NORMAL - BATTERY EMERGENCY LIGHTING x FIRE EXTINGUISHERS x ik&W5�u( FIRE ALARM SYSTEM x FIRE SPRINKLER SYSTEM X FIRE SUPPRESSION SYSTEM N HOOD INSTALLATION X e1yogeal Eoo-u INTERIOR FINISHES STORAGE COMPRESSED GAS x CLEARANCE TO SPRINKLERS 1)c CLEARANCE TO HEATING UNITS x CLEARANCE TO ELECTRICAL_ X REQUIRED SIGNAGE Al- EMERGENCY PLAN MAXIMUM OCCUPANCY SIGN CHIMNEY MASONRY ROUGHIN FINAL CHIMNEY FACTORY BUILT ROUGH IN FINAL WOOD STOVE ROUGHIN FINAL VENTED GAS APPLIANCE ROUGH IN FINAL FIREPLACE MASONRY ROUGH IN OK THIS DATE OK FOR C01- NOT OK FINAL FIREPLACE FACTORY BUILT ROUGH IN INSPECT FINAL T= COMDEV/CHPJSJNVORDILETTERS20OI/FIREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY COId43ERCIAL FINAL INSPECTION REPORT /� t Building&a Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive am/pm Depart am/pm 742 Bay Road Inspector's Initials Queensbury,NY 12804 NAME PERMIT 4 LOCATION DATE �(�'� TYPE OF STRUCTURE ez�kl_l�S1 N/A YES NO COMMENTS Chimney/"B"Vent/Direct Vern location Plumbing Vent Roof Complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks Ge// hacrior/exteriorballasters 4 in.spacingplatfonn/decks B Stair handrail 34 in.•38 in. / V Ct �'it Step risers 7 3/4 in. j r / j k�ol P7 Main door 44 in. cr i S,ivelrtic/ s Lee/ All others 36 in. ® Lever handles A we 6eeA/ �V r• vent A Exits at grade or platform Canopy to cover req.exit doors `� CS S /6 Gras valve shut-off exposed®ulator(18 in.)above gradd Floor bathroom watertight Other floors okay Hat wader relief valve Boiler/furnace enclosure <250,000 BTU N/R 250,000 BTU to 1,000,000 BTU's(1 hour) >1,000,000 BTU's(2 hour) Gras furnace shut off within 301 or within line of site Oil furnace shut off at entrance to furnace area Stockroom enclosure(1 hour),3/4 hour door Swraage/receiving/shipping room(2 hour), 1 '/2 doors I "z hour doors and closers ?4 hour corridor doors and closers Firewalls/frre separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutteas 1 '/z hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators — Ube ��4k� %mot Elevator sigrrage /• C7 , ] /J )� < -� Handicapped bathroom grab bars/sinks/toilets �� s k 6'/ //(. ' �` �� "'�"V S� Handicapped bath/parking lot signage j Handicapped service counters 34 in.,checkout 36 in. �P� r-c/ f/u8 Handicapped ramp/handrails continuous/12 in.beyond Active listening system and sighage assembly spa re Final Electrical _ � �^- ^� Site Plan/Variance required_ h �� jyrr!-rr; E�'c . �52 �i'XX Final Survey,new structures !"l As-built septic system layout required 61/7704e- ' /7 f Okay to issue temp.C/O(Ccrtif.of Occupancy) e� !t�/ C v^ tot o«- �/dt!iS1°isrr, Okay to issue permanent C/O(Certif.of Occupancy) t�ili✓ Okav to issue C/C(Certif.of Compliance) �tl jy)/J Cot s lxroegf Rough Plumbing Insulation Inspection Report 90--N Office No. (518) 761-8256 Date Inspection request received. Queensbury Building&Code Enforcement Arrive: q1 AY am/pm Depart: am/pm 742 Bay Road,Queensbury,NY 12804 Inspector's Initials: NAME: PERMIT#: LOCATION: INSPECT ON: V,A� M TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R-4 Drain Vents Cast Iron, Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial 96pper,CPVC,Pex One&Two Family Xsulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\PamW\Whiting\Rough Plumbing Insulation Report.doc Rough Plumbing / Insulation Inspection Report Office No. (518)761-8256 Date Inspection reques ceived: Queensbury Building&Code Enforcement Arrive: a m e art- 742 Bay Road,Queensbury,NY 12804 Inspector's Initi s: NAME: PERMIT#: (0(0 LOCATION: INSPECT ON: C)t TYPE OF STRUCTURE: PVC: R-1,R-2,R-3,R-4 Drain Vents Y N N/A Cast Iron,Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copyer Commercial C-Oper,CPVC,Pex One&Two Family �i7sulation/Residential Check/Commercial Check Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\PamW\Whiting\Rough Plumbing Insulation Report.doc Foundation Inspection Report Office No. (5 18)761-825 6 Date Inspection requ t c requ t r rFd, Queensbury Building&Code Enforcement Arrive: a rii, Depart: 21,1,qD a<1 V L,Is L 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials P NAME: PA #: Z-0 0 7- SP LOCATION: 119 A-rprl-E- R0ck-Tr-:- I LAS SPECT ON: Z - LA -a F3 TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this-purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. �--a Rough Plumbing / Insulation Inspection Report Office No.(518)761-8256 Date Inspection request eive * 002M Queensbury Building&Code Enforcement Arrive: a M e rt: 742 Bay Road,Queensbury,NY 12804 Inspector's Initia, NAME: ,t -�CC>02 PERMIT#:LOCATION: C, 03 INSPECT ON: TYPE OF STRUCTURE: Y N N/A PVC: R-1,R-2,R-3,R4 Drain Vents Cast Iron, Copper Drain/Vent Comm. Plumbing Vent/Vents in Place Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents 5 PSI or 10 ft. above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Family 41nsulation/Residential Check/Commer Check V/ Proper Vent,Attic Vent L) Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:\PamW\Whiting\Rough Plumbing Insulation Report.doc -I I G-5 60-b V1QkQ^-,/ , 1-7 9 6-5 Framing / Firestopping Inspection Report Office No. (518)761-8256 Date inspection request received: Queensbury Building&Code Enforcement Arrive: a 742 Bay Road, Queensbury,NY 12804 inspector's Initial NAME: c PERMIT#: LOCATION: Q, INSPECT ON: TYPE OF STRUCTURE: ems, AFIA Z Y N N/A ra ing '1-1— COMMENTS F�nfA*AV Jack Studs/Headers Bracing/Bridging COMMENTS rm Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in.or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate I V2(w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq.ft.floor trusses Anchor Bolts 6 ft.or less on center Ice and snow shield 24 inches from wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side V2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above i below grade 5.0 sf grade Rough Plumbing/ Insulation Inspection Report Office No.(518)761-8256 Date Inspection reque e iv Queensbury Building&Code Enforcement Arrive• °lea m e art: N=t a� 742 Bay Road,Queensbury,NY 12804 Inspector's Initial : L NAME: PERMIT#: LOCATION: 14 INSPECT ON: TYPE OF STRUCTURE: !0eiv Y N N/A PVC: R-1,R-2,R-3,R4 Drain/Vents Cast Iron,Copper Drain/Vent/Co Plumbing Vent/Vents in Place - Rough Plumbing/Nail Plates Head or Air Supply Test Drain and Vents _ 5 PSI or 10 ft.above highest Connection for 15 minutes Water Supply Piping Copper Commercial Copper,CPVC,Pex One&Two Fami ration/Residential Check/Commercial Check f Cza bL—%1Z)G o ` � Proper Vent,Attic Vent Duct/Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct Work Sealed Properly COMMENTS: L:1PamW\Wbiting\Rough Plumbing Insulation Report.doc Framing / Firestopping Inspection Report Office No. (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: _a 1411 an pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initial NAME: R P-6 V-7-- PERMIT#: 2-067-- LOCATION: i U R o INSPECT ON: TYPE OF STRUCTURE: rG Framing Y N N/A COMMENTS Jack Studs Headers ov-DaD U�—\ M� Bracing Bridging -A—\Ae— eo"-0106-) LOY Joist hangers ✓ %I,-) NCC-IbRo koc-,E Jack Posts/Main Bea s Exterior sheeting naile prop ly Headroom 6 ft. 8 in. A b Stairwells 36 in. or more I-V- Headroom 6 ft. 8 in.- Notches/Holes/Bearing WaI5, Metal Strapping for Notches T p Plate sl I Y2(w) 16 gauge(8) 6D nails side Draft stopping 1,000 sq. ftAO o trusses � Anchor Bolts 6 ft.or!es /on centr Ice and snow Aiiel-&24 inches fro wall Fire separation 1,2,3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min.1 Garage Fire Separation House side Y2inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade GENERAL INSPECTION REPORT ( 518) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 3-Mj"a n/prn Depart am/pm Inspector's Initial NAME: "—Rids k cg� PERMIT# 0-21 —k(d-) LOCATION: DATE: TYPE OF STRUCTURE: RECHECK N/A.YES:NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Foundation/Wallpour�_ Reinforcement in Place Foundation/Dampproofing_ Backfill Approval �4 Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R.- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent- Franmuing_ Jack Studs/Headers Bracing/Bridging_ Joist Hangers Jack Posts/Main Beam Air Inffitration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour— Firestopping__ T71 Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time. Dept. of Community Development Request received: Meet: Building& Code Enforcement At time:7: 742 Bay Road Queensbuty, A1Y 12804 ARRIVE /hv-?�amlpm: DEPART amlpm Notes: (518) 761-825b Inspector's Initials NAME: aCt, PERMIT 4 LOCATION: Ru-- q1 INSPECT ON(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place V The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site .?,FoundationfWallpour V Reinforcement in Place Foundation/Dampproofing_ *ackfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In' Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 1our Firestopping_ L:�SueHemingway\Building.Codes.Inspcetion.FORMS\GENERAL INSPECHON REPORT.doc I Use Use .GENERAL INSPECTION REPORT Inspecto el y Town of Queensbury Ready at time., Dept. of Community Development Request received., Meet: Building& Code Enforcement At time: 742 Bay Road Queensburj,, AT 12804 ARRIVI bt) T11-Q�a Notes: E um) DE (518) 761-82M Inspector's Initials IL :NAME PERMIT# Al LOCATION: % INSPECT ON(date): TYPE OF STRUCTURE: Co A, Al-4-2 RECHECK N/A YES i NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site 'Foundati6nfWallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ He 'n Rou In oe s I t10 i a i n Walls Interior R- 7, - Foundation Walls Exterior R- Floors R- Walls R- 00iling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent a'n Rou -�In, su tj�0 la V 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_ L:\SueHemitigwaylBuilding.Codes.Iiispection.FORMS\GF-NERAL INSPECTION REPORT-doc 0'ftSe .GENERAL INSPECTION REPORT Inspector. two Ton of Queensbury Ready at Dept. of Community Development Request received.- 1613610 )— Meet: Building& Code Enforcement At time: 742 Bay Road oo'u w 9e: Queensbuq, AT 12804 ARRIVE a nG E & `dam T 6M Notes: (518) 761-8256 Inspector's Initia's A NAME'. PERMIT#��—(10&0 114)- LOCATION: Ar INSPECT ON(date): 16 31 TYPE OF STRUCTURE: 6A,-� Alejj iLa lee RECHECK N/A� YE di NO COMMENTS Footings/Piers Monolithic Pour Form C,,,) Reinforcement in Place The contractor is responsible for C) providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site A ound=aduWV7anp—om----- Rei orcernen in Foundatioriffiampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing__ /Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- ceiling R- Duct work or piping in . unheated spaces R- Proper Vent,Attic Vent Framing_ Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beani Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour—, Firestopping_ L:\SueHemiiigway\Building.Codes.Inspcction.FORMS\GF-NTERAL INSPECTION REPORT.doc Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: r1612151 Meet: Building& Code Enforcement At time: 742 Bay Road Notes: Queensbury, NY 12804 ARRIVE a p EA T 3 Initial (518) 761-8256 Inspector's Initial NAME: 0 PERMIT# 2,6 6 2- Gkb LOCATION: RAP, INSPECT ONT(date): TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site Woundation/Wallpour Reinforcement in Place oundation/Dampproofing_ , ackfill Approval 16Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing-_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ce-iling 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 t,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestopping_ L:\SueHemiiigway'Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doc Office Use .GENERAL INSPECTION REPO Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received: Meet: Building& Code Enforcement At time: 742 Bay Road Queensbuty, NY 12804 ARRI "2 Notes: (518) 761-82M Inspector's Ini HamA D A NAME; PERMIT#- LOCATION: i qi INSPECT ON(date): �-q TYPE OF STRUCTURE: RECHECK N/A YE NO COMMENTS ootings/Piers____LZ>V=6- k Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. j->1aterials for this purpose on site ,AZPoundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In,__ Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing_ Jack Studs/Headers Bracing/Bridging Joist Hangers._ Jack Posts/Main Bearn Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppin L:\SueHemiiigway'@uilding.Codes.inspection.FORMS\GENE.RAL INSPECTION REPORT.doc 2, ���.C`� jam, —Office Use .GENERAL INSPECTION REPORT Inspector: Town of Queensbury Ready at time: Dept. of Community Development Request received. Meet: Building& Code Enforcement At time: 742 Bay Road Queensbuty, NY 12804 ARRIVE a E ART an-cp-n-1/ Notes: (518) 761-8256 Inspector's I tial, NAME: 1 PERMIT# LOCATION: ace INSPECT ON(date): Q /Koh . TYPE OF STRUCTURE: In vv\- RECHECK N/A YE INO: 13a�-COMMENTS j\AFootings/Piers 1 41.1 \M- onolithic Pour Form T Reinforcement in Place The contractor is responsible for providing protection from free-Ling for 48 hours following the placement of the concrete. katerials for this purpose on site \/ioundationf Wallpour—YAka Reinforcement in Place Foundation/Dampproofing_ Z-1 Backfill Approval'Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In V-0 cr'%)6 Insulation PN Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or pipin in . unheated spaVces - Proper Vent,Attic Vent Framing Jack Studs/Header er Bracing/Brid& Joist Hangers m Jack Posts/Main Beam Air Infiltration Baider. Fire Separation t,2,3,hour PenetrationSeated Fire Wall 2,3,4 hour Firestoppin L:\SueHemiiigwa)`Building,Codes.hispection.FORMS\GENERAL INSPECTION REPORT.doe Office Use GENERAL INSPECTION REPORT. Inspector: Joocv� Town of Queensbury Ready at time: .Dept. of Community Development Request received: Building& Code Enforcement At time-- 742 Bay Road Queensbury, NY 12804 ARRIVE am/ Notes: (518) 761-8256 Inspector's Init'al NAME: (90"A PERMIT'# LOCATION: G" INSPECT ON(date): I �/ TYPE OF STRUCTURE:&G)ai,tom Ae- kd RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site ) oundation/Wallpour Reinforcement in Place Foundation/D ampproofmg Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framing Jack Studs/Headers BracingBridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1,2,3,hour Penetration Sealed Fire Wall 2,3,4 hour Firestoppiug L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAL INSPECTION REPORT.doe GENERAL INSPECTION REPORT ( 518 ) 761-8256 Town of Queensbury Dept.of Community Development Date inspection request received: Building&Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrived am/pm Depart amlpm Inspector's Initials NAME: r~. r. , �a Cp v PERMIT# �. LOCATION: /yxj DATE: TYPE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings/Piers E Monolithic Pour Form } Reinforcement in Place � ,,,� ��� 179" The contractor is responsible for providing protection from freezing for 48 hours following the placement otT�`' 1 C of the concrete_ Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent Framin Jack Studs/Headers Bracmg/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 Office Use GENERAL INSPECTION REPORT Inspector: Ready at time: WC. Town of Queensbury f Dept. of Community Development Request received: 0'� Meet: Building& Code Enforcement At time: 742 Bay Road Queensbuiyl NY 12804 A R R I T TZ�b am n E T az!p:]m otes: (518) 761-8256 Inspector's Initia NAME: PERMIT !-06 0 LOCATION: INSPECT ON(date): TYPE OF STRUCTURE: cftw, 'E Cz C-L RECHECK iYES AQ COMMENTS ootings/Piers Monolithic Pour For-emen eLrP1-)\ Reinforc t in P�: -A/ The contractor is s onhsbleM\90 providing protection 0 - for 48 hours following the lacement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofing_ Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing_ Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent,Attic Vent 7z— Framing Jack Studs/Headers- Bracing/Bridging Joist Hangers. Jack Posts/Main Beam Air Infiltration Barrier FireSeparation 1,2, :3?�Ill Penetration Sealed Fire Wail 2,3,4 hour Firestopping_ L:\SueHemingway\Building.Codes.Inspection.FORMS\GENERAI,INSPECTION REPORT.doc Commercial Final Inspection Report Office No.: 51$ 761-8256 Date Inspection request received: { ) p Queensbury Building&Code Enforcement Arrive: 3" u am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: 9-)�- G—EofPERMIT#: LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location ; Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing P /Decks Stair Handrail 34 in.—38 in./Step Risers ft"/Tre s 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Vardware,if re uired Exits At Grade Or Platform 36(w)x 44"(1) anopy or E 'v. Gas Valve Shut-off Ex osed&Re ulator(18N Above Grade Floor Bathroom Watertight/Other Floors Ok Relief Valve,Heat Trap/Water Temp.110 Degrees aximum Boiler/Furnace Enclosure 1 hr. or Fire Extinguish) System Fresh Air Supply for Occupancy/Ventilation Comb stion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Sit Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Slipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s .ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors Ceiling Fire Stopping,g 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical �is ,� Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway LL Water Fountain or Cooled Building Access Sides by 20' /Driveable Surface 20' wide Okay To Issue em '. or Permanent C/O C/ Okay To IssuLG< ` Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Report.doc ' Project Name: l.�obn) BP# Address: 'L Idq QLcD (' Ca VLOC4 Building Pennit Submission Midtzple•Dueff* & C,e wrw:%1 Pmj&1s Checklist All items below must be checked either yes,no or not applicable prior to submission of any building_ permit to the Town of QueensburyBuilding Department. If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. 1. Building Permit Application Completed......... ... ...... ... ......... ... ..... 50yes Ono ❑n/a 2. Energy Form or Checkmate Energy Code Compliance Forms Complete... [ yes Ono ❑n/a 3. Energy Code Inspector's Report from Checkmate Program... ... ...... ... f oyes ❑no ❑n/a 4. Septic application completely filled out(if applicable)... ak*" 81 Qb... Oyes ❑no [ign./a 5. Electrical Inspection Form... ......... Wyes nno ❑ 6. Two(2) sets of plans showing the following: ... ...... ... ... ......... ...... ... ... Oyes ❑no ❑n/a 6a. Floor plan(s)... ...... ... ... ...... ... ... ... ... ...... ... ... ... ... ...... ... @yes Ono On/a 6b. Foundation plan_.. ... ... ...... ... ...... ... ......... ...... ......... ........[oyes Ono ❑n/a 6c. Gross section(s)...... ... ......... ...... ... ... ... ...... ...... ......... ...... F7yes ❑no On/a 6d. Elevations ... ... ... ...... ...... ............ ...... ... ... ......... ... . Ayes ❑no ❑n/a 6e. Design loads including floor,snow load,and wind load...... yes Ono ❑n/a 6f. Seismic design(required after Jan. 1,2003)... ... ...... ...... ... ... ... Oyes nno ❑nla 6g. Plans signed by registered architect or engineer,signed... ... ... . 0yes ❑no ❑n/a and sealed by a registered architect or engineer 6h. Window and door schedule... ......... ... ...... ... ...... 01^.`#4 Oyes Ono On/a 7. Two(2)site plans showing location of the structure to be built,... ... ... JAyes Ono Wa location of well or water fines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. 8. Solid Fuel Burning or Gas Appliance Form(if applicable)...... ... ...... . ❑yes Ono lyn/a 9. Driveway Permit... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...... . Oyes Ono On/a Date: 4✓o VG.o 150t - a" o l v;- 10 11zM00 Staff Initial-. L:\SueHeminguray\Building.PemzitFORAE\Generic Checklist doc WILLIAM E. MONTGOMERY JR. PE NEW YORK STATE PROFESSIONAL ENGINEER 104 HARTMAN LOOP QUEENSBLJRY,NEW YORK 12804 INDUSTRIAL 22, 2003 Phone: 518-792-4262 '46 Structural Renovation Pumps and Piping HVAC Energy Compliance David Hatin, Code Enforcement Officer Building Code Enforcement Offidd COMERCIAL& Town of Queensbury, New York 12804 RESIDENTIAL Building Codes Energy Codes Dear David Hatin, Septic Design HVAC I have inspected the construction of the new sales complex built for "Boats by George" located at 16 Route 149. In February, I submitted a letter to you noting a few minor items which needed to be addressed prior to my fully accepting the building as complete. All items which were listed in that memo are now complete and the building has been constructed, erected and assembled as was drawn and specified in the Town permitted, building plan documents. If you have any questions please call. Sincerely yours, god tiCi IATG 7J z: T William E. Montgomery Jr. P.E. 7, 03E OF T H cc: George Pensel Peter Brown .,.Attachment; Letter from W. E. Montgomery Jr. P.E. to David Hatin February 28, 2003 WILLLAtM E. MONTGOMERY JR. PE NEW YORK STATE PROFESSIONAL ENGINEER 104 HARTMAN LOOP , QUEENSBURY,NEW YORK 12804 Phone: 518-792-4262 INDUSTRIAL Structural February 28, 2003 Renovation Pumps and Piping HVAC Energy Compliance David Hatin COMERCIAL& Building Code Enforcement Office RESIDENTIAL Building Codes Town of Queensbury Energy Codes 742 Bay Road Septic Design HVAC Queensbury, New York 12804 Dear David Hatin, I have inspected the construction of the new sales complex built for "Boats by George" on the Farm to Market road near the Levis Outlet building on several occasions. It has now been completed, George Pensel is happy with it and he has started to move in new boats! There are only two (2) items I can think of that need doing before a final "CO" is issued. One bolt needs to be added and the column-to-beam nuts have to be torqued now that all loads are in place. You should be able to issue a temporary "CO" right away and the bolt & nut items will be completed as soon as-possible to enable-you to issue the-final "CO" a little later. Please let me know if there is anything else I can do with regard to this new building. F:�; Sincerely yours, .4 -%0 N TG,Vf t A William E. Montgomery Jr. 374 O�THE SIN cc: George Pensel Peter Brown FEB-16-199e 12:09P FROM:PETER BROWN 518 745 6741 TO:7454437 P:3/3 PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens falls, NY 12801 F �, 518-745-7112 {.J Fax 518-745-8741 October 26,2002 1-814-276-9611 To: Corle Building Systems fax 1-814-276-3307 114 Rosemont Lane Imler, PA 16655-9118 Att: Bob Pearl, District Manager, Eastern NY fax 756-8745 Cell 248-9082 We have reviewed the shop drawings and have only a few comments for clarification. 1. The Town of Queensbury Building Department has accepted the clarification for the wind loads as noted on the plans and Certification of Design. 2. On drawing S-9 the base channel should be dropped 4" down to the base of Columns A4, A-2 & A73. This does not require changes on the drawing. 3. A. On drawing S-11 the base channel should be dropped 4" down to the base of Columns ' A-1, B-2 & B-1. This does not require changes on the drawing. B. We have two 3'0 x 6'-8" swing doors located on this wall which have not been included on this drawing. The framing and doors are to be furnished by Corle. Please verify and include the framing layout on this.drawing. C.' Vertical framing is required for a 3'6"`x 3'-6" exhaust fan intake to be located between the upper two Girts, G-6. This opening will also require trim. A framing layout is not necessary but the framing materials should be verified. 4. We have a special base trim for the entire building less the overhead doors: please verify this item. 5. Scheduled delivery is for November.20, 2002. Our Steel Erection Contractor D & C Construction will be on site to unload and site the materials. . S'ncerely yours; Peter J.• rown cc; D &. C Steel Erectors Dave Akerley, Owner 654-7762 156 Heath Road fax 654-9178 Corinth, NY 12822 Town of Queensbury Building & Code Enforcement 761-8256 742 Bay Road fax 745-4437 .Queesbury,NY Dave Hatin, Enforcement Officer William E. Montgomery Jr. P.E. 792-4262 104 Hartman Loop, cell 796-3449 Queensbury, NY 12804 William E. Montgomery III (Lois) 798-6885 FEB-16 1998 12:09P FROM:PETER BROWN 518 745 8741 TO:7454437 P:2/3 C 40=0"k = Certificate of Design 114,Rosemont Lane Iniler PA 16655 13926 Certificate of Des!gn.NYCRR.1rn1,doc Revised 06/01/2002 THIS CERTIFICATE IS TO CONFIRM THAT ALL COMPONENTS OF THE STEEL BUILDING SYSTEM DESCRIBED BELOW,TO BE SUPPLIED BY CORLE BUILDING SYSTEMS, PRODUCED AT ITS MANUFACTURING FACILITY AT IMLER, PENNSYLVANIA, HAVE BEEN OR WILL BE DESIGNED IN ACCORDANCE WITH THE FOLLOWING STANDARDS, LOADS,AND DESIGN CRITERIA AS SPECIFIED IN THE ORDER DOCUMENTS.COMPONENTS SUPPLIED BUT NOT PRODUCED BY CORLE BUILDING SYSTEMS ARE INDICATED BELOW. Project/Building Description, CBS Factory Order 13926 Components Supplied but not Produced Number: by Corle Building Systems: Purchaser/Customer Boats By George (D None Information: 18 State Rte. 149 Open Web Steel Joist Produ cer(s): Lake George,NY 12845 ❑ Canarn Steel Corporation Building Geometry: Width: 801-OVI ❑ Delta- Length: 1001-01, Vulcraft division of Nucor Corporation Steel Deck Producer(s): Eave Height: 161-0" Roof Deck,Inc. Roof Slope: Y2: 12 ❑ Vulcraft division of Nucor Corporation ❑ Wheeling Corrugated Company Project Name and Boats By George Other. Location; 19 State Rte. 149 11 Lake George,NY 12845 El Design Standards AISC:Specification for the Design of Structural Steel for Buildings, 'Allowable Stress DesignIO Ed. AISL Specifli cation for the Design of Cold-Formed Steel Structural Members, 1996 Ed.wl Supplement No.-1,June 30, 1999 AWS D 1.1:Structural Welding Code—Steel,2000 Ed. MBMA:Low Rise Building Systems Manual,1996 Edition,with Supplement No. 1,June 30, 1999 Design Load Criteria Building Code: Code Rules and Regulations of the State ofNew York Dead Load: 3.6 psf plus primary framing actual weight Collateral Load: 4 psf Roof Live Load: 20 psf with no reduction Snow Load Criteria: Flat Roof Snow Load: 59psf Wind Load Criteria-. Basic,Wind Speed(fastest mile): 80mph Seismic Criteria: Zone: 2 (NYCRR lacks reference to seismic criteria.Base design on ASCE 7-88) Certification by Engineer I,James M.Lucas,P.E.,a licensed engineer in the State of New York,certify that I have K L 't reviewed the design criteria for the steel building,system described above and to the best of my knowledge all components have been designed to meet the applicable'criteria as specified in the Order Documents. cc 07,9315" Signature Date JAN-24-1998 06:28A FROM:PETER BROWN 518 745 8741 TO:7454437 P:1/4 PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Cage Avenue Cle ns-Falls, NY 12801 '. ;-518-745-7112 Fax 5-.18-745-8741 October 4, 2002 To: Town of Queensbury Building & Code Enforcement 761-8256 742 Bay Road fax 745-4437 Queesbury, NY Att: David Hatin, Code Enforcement Officer 761-8255 Re: Boats by George 2002 Addition Thank you for the prompt return regardibi-the. 9 elevation chan e at the low eaves from r 14' to 16' and the high cave from 17'9 to 191-411. 1 instituted the 'Change order this morning with the manufacturer, Corle Building Systems. I have also included with this fax a-revised memo for your file which was dated October 2, 2002 which addressed the clearance inside the-building at the beams and columns which is reflected in the cave height change above. Again the foot print or floor was not changed, Regarding the fire alarm apparently their may be some issues and obviously I would like to get any potential issues resolved, prior to construction. If we can set a meeting with William Montgomery Jr. P.E., Ken Cassant,Foresight Electronics, Steve Smith, Fire Marshal along with you and I, sometime early next week it would be greatly appreciated. It is always nice to have the system installed to code before finial inspection. With two licensed professionals and your staff reviewing the code this should be easily accomplished at this stage. Please give me a call and let me know your and Steves schedule so we can set up a meeting and-get this behind us. O'Connor Excavating has begun excavation and it looks like footing inspections will be needed next week. With the change in building height Bill Montgomer.y Jr. P.E. may have to make some foundation changes and if this is the case, I will deliver the modified drawings to you prior to installation. As agreed previously, William Montgomery Jr. P.E. will assure compliance with the plans and furnish a letter so stating, prior to you issuing a C.O.. Sincerely yours; (XIV 1A '�4r aj �e dttoL JAN-24-1998 06:29A FROM:PETER BROWN 518 745 8741 TO:7454437 P:2/4 CA Peter J. Brown cc; William E. Montgomery Jr. P.E. 792-4262 104 Hartman Loop, Queensbury, NY 12804 Boats by George 793-5452 Rte 149 fax 793-5481 Queensbury, NY 12804 Att: George Pensel Corle Building Systems 1-814-276-9611 114 Rosemont Lane fax 1-814-276-3307 Imler, PA 16655-9118 Cell 248-9082 Bob Pearl, District Manager, Eastern NY fax 756-8745 .Foresight Electronics Inc. John E. Daly, Jr. 793-0622 25 Connecticut St. Ken Cassant Cell-796-1673 fax 798-8305 Queensbury, NY 12804 Page 748-5020 JAN-24-1998 06:29A FROM:PETER BROWN 518 745 8741 T0:7454437 P:3/4 PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens F411s, NY 12801 518-745-7112 - Fax 518-745-8741 October 2, 2002 REVMSED 10-02-02 10:30 AM To: Town of Queensbury Building & Code Enforcement 761-8256 742 Bay Road fax 745-4437 Queesbury, NY Att: David Hatin, Cade Enforcement t)fficer 761-$255 Re: Boats by George 2002 Addition This morning we were informed that the inside clearance at the intersection of the columns and beam would only be 10'- 6"A.F.F. at columns E-2 & E-3 and 10'-10" at columns E-4 & E-5. (W-6")* revision to orginial memo This is problematic with a boat showroom when considering the elevations of the boat decks etc. It makes sense at this time raise the eve-height at the low side from 14' to 16' and at the high side from 17'-4" to 19'-4" in the front of the building. The South elevation at the high side will increase from 21'-4" to 23'-4". The foot print, floor plan and all other details, floor elevations and handicap ramps etc. will remain the same. Corle Buildings will submit detailed shop drawings which will reflect this change_including new reactions. As you know the loads and structural requirements are based on the new code as submitted with the-application for permit. Yesterday, I received a call from Foresight Electronics Inc. that apparently the Town of Queensbury must pre-approve all fire alarm systems installed in any commercial buildings. I believe this system was reviewed in our meetings with you and Fire Marshal, Steve Smith and that approval was granted when you issued the Building Permit. Foresight Electronics Inc. is a N.Y.S. Licensed installer and is under contract to install the system. The only changes from our initial discussions will be'the location of 4ea. motion detectors Please give me a call A.S.A.P. to discuss the above so we can keep this project on schedule. Sincerely yours; Peter J. Brown cc; William E. Montgomery Jr. P:E. 792-4262. 104 Hartman Loop, Queensbury, NY 12804 JAN-24-1998 06:29A FROM:PETER BROWN 518 745 8741 TO:7454437 P:4/4 Boats by George 793-5452 Rte 149 fax 793-5481 Queensbury, NY 12804 Att: George Pensel Corle Building Systems 1-814-276-9611 114 Rosemont Lane fax 1-814-276-3307 Imler, PA 16655-9118 Cell 248-9082 Bob Pearl, District Manager, Eastern NY fax 756-8745 Foresight Electronics Inc. John E. Daly, Jr. 793-0622 25 Connecticut St. Ken Cell-796-1673 fax 798-8305 Queensbury, NY 12804 -Page 748-5020 JAN-23-1996 07:34A FROM:PETER BROWN 518 745 8741 TO:7454437 P:1/2 PETER I BRON" CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens Falls, NY 12801 518-745-7112 Fax 578-745-8741 Geteber 2-,-M02 0-63-0�9111� To: Town of Queensbury Building & Code Enforcement 761-8256 742 Bay Road fax 745-4437 Queesbury, NY Att: David Hatin, Code Enforcement Officer 761-8255 Re: Boats by George 2002 Addition This morning we were informed that the inside clearance at the intersection of the columns and beam would onl be UP----T' A.F.F'. at columns E-2 & E.;3 and I@x--M' at Lt columns E-4 & E-5. revision to orgin* I memo This is problematic with a boat showroom when considering the elevations of the boat decks etc. It makes sense at this time raise the eve height at the low side from 141 to 161 and at the high side from 17'-4" to 19'-4" in the front of the building. The South elevation at the high side will increase from 21'-411 to 23'-4". The foot print, floor plan and all other details, floor elevations and handicap ramps etc. will remain the same. Corle Buildings will submit detailed shop drawings which will reflect this change including new reactions. As you know the loads and structural requirements are based on the new code as submitted with the application for permit. Yesterday, I received a call from Foresight Electronics Inc. that apparently the Town of Queensbury must pre-approve all fire alarm systems installed in any commercial buildings. I believe this system was reviewed in our meetings with you and Fire Marshal, Steve Smith and that approval was granted when you issued the Building Permit. Foresight Electronics Inc. is a N.Y.S. Licensed installer and is under contract to install the system. The only changes from out initial discussions-will be the location of 4ea. motion detectors Please give me a call A.S.A.P. to discuss the above so we can keep this project on schedule. Sincerely yours; Q-W V' ' Peter J. Brown cc; William E. Montgomery Jr.'P.E.-, 792-4262 104 Hartman Loop, Queensbury, NY 12804 JAN-23-098 07:25A FROM:PETER BROWN 518 745 8741 TO:7454437 P:2/2 0 Boats by George 793-5452 Rte 149 fax 793-5481 Queensbury, NY 12804 Att: George Pensel Corle Building Systems 1-81:4-276-9611 114 Rosemont Lane fax 1-814-276-3307 Imler, PA 16655-9118 Cell 248-9082 Bob Pearl, District Manager, Eastern NY fax 756-8745 Foresight Electronics Inc. John E. Daly, Jr. 793-0622 25 Connecticut St. Ken Cell-796-1673 fax 798-8305 Queensbury, NY 12804 Page 748-5020 JAN-22-1998 07:11A FROM:PETER BROWN 518 745 e741 TO:7454437 - P:1/2 6�� PETER J. ]BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens Falls, NY 12801 518-745-7112 Fax 5 1.8-74 5-8741 October 2, 2002 To: Town of Queensbury Building & Code Enforcement 761-8256 742 Bay Road fax 745-4437 Queesbury, NY Att: David Hatin, Code Enforcement Officer 761-8255 Re: Boats by George 2002 Addition This morning we were informed that the inside clearance at the intersection of the columns and beam would only belW- 6" A.F.F. at columns E-2 & E-3 and l-10" at columns E4 & E-5. CIO, This is problematic with a boat showroom when,considering the elevations of the boat decks etc. It makes sense at this time raise the eve height at the low side from 14' to 16' and at the high side from 17'-4" to 19''-4" in the front of the building. The South elevation at the high side will increase from 21'-4" to 23'-411 . The foot print, floor plan and all other details, floor elevations and handicap ramps etc. will remain the same. Corte Buildings will submit detailed shop drawings which will reflect this change including new reactions. As you knew the loads and structural requirements are based on the new code as submitted.with the,application for permit. Yesterday;I received a call from Foresight Electronics Inc. that apparently the Town of Queensbury must pre-approve all fire alarm systems in in any commercial buildings. I believe this system was reviewed in our meetings with you and Fire Marshal, Steve Smith and that approval was granted when you issued the Building Permit. Foresight Electronics Inc. is a N.Y.S.-Licensed installer.and is under contract to install the system. The only changes from our initial discussions will be the location of 4ea. motion detectors Please give me a call A.S.A.P. to discus's the above so we can keep this project on schedule. 'Sincerely yours; <Ua� Peter J.Brown cc; William E. Montgomery Jr. P.E. 792-4262 104 Hartman Loop, Queensbury, NY 12804 (9 r7 G f+ 4e IA. -!/@ JRN-22-1998 '07:11P FROM:PETER BROWN 518 745 8741 TO:7454437 P:2/2 Boats by George 793-5452 Rte 149 fax 793-5481 Queensbury, NY 12804 Att: George Pensel Corle Building Systems 1-814-276-9611 114 Rosemont Lane fax 1-814-276-3307 Imler, PA 16655-9118 Cell 248-9082 Bob Pearl, District Manager, Eastern NY fax 756-8745 Foresight Electronics Inc. John E. Daly, Jr. 793-0622 25 Connecticut St. Ken Cell-796-1673 fax 798-8305 Queensbury, NY 12804 Page 748-5020 TOWN OF QUEENSBURY 742 Bay Road, Queensbury, NY 12804-5902 518-761-8201 August 21,2002 Peter Brown Construction Management, 36 Gage Avenue Glens Falls,NY 12801 RE: Boats By George 2002 Addition Dear Peter: I'm a bit confused by your letter of August 20,2002 that was faxed to me at 9:43 p.m. that evening. To clarify all the issues,I will lay them out as I understand them and as.the Fire Marshal understands them,as they occurred on our meeting of May 30,2002 and most recently August 15th at two o'clock in the afternoon.' On May 30,2002,we reviewed this proposed building as a separate building with a connected walkway,under the old building code. There were some issues that were unresolved as of that meeting, and I had not heard back from you until I met you in_ the Convenient Mart in South Glens Falls on July 315t'when you advised me an that you were submitting the plans again under the new building code, d I advised you at that time that I was on vacation for a week and a half,-and that John or Joel would be extremely busy, and they may or may not be able to review t�e permit. On Monday August 12th,you contacted me'to schedule a meeting to review the permit for Boats By George. I advised you at the time I was unable to meet with you that day, Tuesday, or Wednesday as I already had meetings scheduled. I agreed to meet with you on August,15th at two o'clock,which we did. , At that time,you brought in a drawing very similar to the one that we had previously reviewed and we agreed to review that under the new building code at your request. This building was being treated as an addition to the existing building so that we would not get into building separation issues between the existing building and the new building. At that time,we did a review,the following items were left to be resolved by you at the end of that meeting. LYou were going to provide us with a statement on the plans that showed that natural ventilatio would be introduced into the inside atmosphere of the building at.5 cfin per square foot or better. /You were going to add additional emergency lights as discussed with the Fire Marshal on the plan. 2/ You were going to provide an area on the plan that showed a handicap parking space with a handicapped access aisle adjacent to it You were going to install smoke vents, as previously' shown on the plans, and those would have a manual activation switch somewhere in the area of the main entrance so they could be operated by the fire department. You were going to redo the energy calculations because as I stated to you, the ComChek program which has been given to you is the only way to show compliance with the new energy code: The structural loading re uirements would be added to the plans and stamped by Mr.Montgomery. "HOME OF NATURAL BEAUTY . . . A GOOD PLACE TO LIVE" SETTLED 1763 Also at the end of that meeting,we discussed two items which I was going to call the State on regarding this addition. My concern was,if we were treating this as an addition to the existing building, does that effect the existing building at all. The second question was, do you need to provide a handicap bathroom in the new addition. On August 16th at 8:30 a.m., I contacted State Codes Division and asked to speak to a representative. I was told at the time that none of them were available and someone would get back to me. At 2:15 that afternoon,Charlie Rush returned my call. However,I was not in the office to take his call. At 2:45 1 returned his call and was unable to get through to him. I finally contacted him at 3:15 and specifically told him of the project and the type of construction and my two concerns as I explained above. During that conversation,Nit. Rush pointed me to Chapter le, specifically K 905.2,under Accessibility. That Section says,and I quote,"Where an addition affects the accessibility to or involves an area primary function effecting the existing portion of the building, the addition and the existing portion of the building shall requirements of Section K 604.3 of this Appendix". Section K 604.3 states, "If an alteration affects the accessibility to or contains an area of primary function, the route to the primary function area shall be accessible. The accessible route to the primary function area shall include toilet facilities or drinking fountains serving an area of primary function." There are some exceptions that do not apply to this particular project. At 3:30 that afternoon, I contacted you, after talking to Mr. Rush, and explained the above to you. At that time,I explained to you that the above items that we had already previously discussed needed to be addressed on the plans, as well as you needed to show a handicap bathroom within the existing building or the new building to comply with the requirements of K 604.3,which is referenced by K 905.2. You stated the existing building had a handicapped bathroom,and I asked you to show it on the plans. At that time I told you if you wished you could call Mr.Rush at the State Codes Division to get a clarification from him. This was his interpretation of the Code,and therefore this is what I was looking for on the plans. You stated that you would get back to me with a set of plans to issue a building permit on Monday August 19,2002. August 19th came and I did not have any correspondence not conversations with you until I received your fax letter on my desk today,August 215t, that was faxed to my office at 9:43 p.m.on August 20th by you. As to your statement that every item on X= check sheet and my check sheet was in compliance, I would disagree with you totally,and the Fire Marshal would also disagree with you. Our direct conversations reflect that the items stated above were not compliant on the plans and we asked that they be revised and put on the plans. As far as your requesting a meeting with Joseph McGrath,we can certainly arrange that meeting. However, Mr.McGrath does not make regular visits to this office,and only comes to this office upon request. Typically,it would take two weeks to get Mr.McGrath to this office. If you are requesting a meeting,please let me know and I will certainly schedule that meeting with IS& McGrath to review this project as soon as possible. I see no reason for my State Code variances to this project. Revised plans that are in compliance, as we discussed on May 30,2002 and August 15,2002,will be sufficient to issue a permit. As to the statement in your last paragraph, I see no reason why Mr. Pensel cannot order his building. I have never told him or you that he could not order his building. The only thing I've told anyone in this office, which is the consistent policy of this office,is that we will not do any inspections regarding footings or any part of a building until such time as the building permit is issued. I believe the items above will not delay Mr. Pensel in ordering his building,nor should have in the past. Once again,if there is a misunderstanding to any of the above items or issues which I have confirmed with the Fire Marshal, based on out two previous reviews, please contact me to clarify these issues, otherwise I would ask as I did on Friday August 16th, that you submit plans and specifications according to the above items,to issue a permit. Thank you for your attention in this matter. Sincerely, TOWN OF QUEENSBURY D:avi Hatin,Director Building and Code Enforcement �kAz:; - Steve Smith Fire Marshal DH/mg Cc: Joseph A.McGrath,PE,RA Regional Engineer Department of State Codes Division Albany Regional Office P.O.Box 780 Rensselear,NY 12144 William E.Montgomery,PE 104 Hartman Loop Queensbury,NY 12804 Supervisor Dennis Brower George Pensel Boats By George State Route 149 Lake George,NY 12845 3AN-1-1998 09:43P FRBM:PETER BROWN 518 745 8741 TO:7454437 P:1f8 PETER I SROM N CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens Falls;NY 12801 518-745-7112 Fax 518-745-8741 August 20,2002 To: Town of Queerisbury Building & Code Enforcement " 761-8256 , 742 Bay Road fax 745-4431 Queesbury, NY Att: David Hatin, Code Enforcement Officer` 761.-8255 Re: Boats by George 2002 Addition As you are aware we are awaiting a building permit for the above project. There is apparently some confusion as to whether to apply Section K of the new code or not. Last Friday you apparently contacted Mr. Charlie Rush a representative of the NYSDOS Code Enforcement Division regarding this project. When you called to explain the situation you noted that you were not entirely clear as to the interpretation of Section K"of the new code but .you assured me that you would have the facts the, Well Tuesday, 5:00PM is here and neither Mr. Pensei or I have had any calls from the Town of Queensbury, In an effort to expedite this project, I ask that a building permit be issued so we can proceed.in ordering the steel building and to begin the foundation work as soon as the excavation and foundation bids are accepted. The permit would be contingent upon the following agreed upon'six (6)`items listed below being completed. This would leave the Section K.questian for future discussion but to.be resolved before an occupancy permit is issued. 1. Finial drawings for the steel building being sealed by a licensed NYS Professional Engineer and submitted to your office prior to manufacture. All new building design loads and reactions will be.included on these drawing based on the new code requirements. Mr. Montgomery Jr. P.E. will verify compliance in the field and certify. 2. A handicap parking area will be established at the North side of the proposed structure. This,will not require additional site"plan review. 3. One additional dual light emergency fixture will be added at the middle of the West wall per Mr.,Steven Smith, Fire Marshal's request: This was added to the Energy Compliance Certificate during the Thursday,meeting as a type B fixture. 4. Eliminate one 36" 10,900 cfmi. exhaust fart and intake louver which was-scheduled to be hooked up to the fire alarm system and to provide a manual-switch near the'North entry door so in the event of"a fire a squad member-could break the glass in the door and.turn the switch on. JAN-1-1998 09:44P FROM:PETER BROWN 518 745 8741 TO:7454437 P:2/2 5. The two roof top HVAC units will have automatic shutoff switches which will be activated in an alarm situation. These units will be designed to include an economizer allowing for the code requirements for fresh air. 6. Mr. Montgomery Jr. P.E. has included in the building permit Energy Compliance Documents which exceed the new Federal Code. I believe this is the only criteria required with out getting into the shortcomings of.the Federal Code Check Program. In Mr. Montgomery's review of Section K and his interpretation of the new code, he believes that the recent articles in the Post Star and the enclosed copy of an article from the August 16 -22, 2002 issue of the Capital District Business Review are pretty explicit regarding the objective of the new code. "Promote Expansion with out sacrificing personal safety". I await an explanation as to how every item was in compliance on the check sheets, of both yours and Mr. Montgomery's Jr. P.E. and we end up in Section K, which was designed to assist the designer in complying only in the event the new building failed to comply with sections of the new code. In Chapter 3401, Existing Structures, the Scope and Compliance Alternatives, clearly are not applicable in this project. A simple undocumented request through a limited conversation obviously does not carry much weight in the real world. I am not questioning the conversation between you and Mr. Charles Rush, but ask that our regular representative from NYSDOS Code Enforcement Division, Mr. Joseph McGrath P.E. be asked to review the plans in the presents of Mr. Montgomery Jr. P.E., you and myself when he is next scheduled to visit the area. I believe we are talking less than 1 hr of time. This would not be a field variance. Again the most important step is to obtain the Building Permit so the structure can be ordered. Outside of Section K, if I have overlooked items agreed upon please contact myself A.S.A.P. and we will promptly respond. — - - Sincerely yours; Peter J. Brown cc; NYSDOS Division of Code Enforcement and Administration 474-4073 41 State St. fax 486-4487 Albany, NY 12207 Att: Mr. Joseph McGrath P.E. William E. Montgomery Jr. P.E. 792-4262 104 Hartman Loop, Queensbury, NY 12804 Supervisor Dennis Brower 761-8230 Town of Queensbury Office Complex fax 798-8359 Bay Rd. Queensbury, NY 12804 Boats by George 793-5452 Rte 149 fax 793-5481 Queensbury, NY 12804 Att: George Pensel