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2000-930 TOWN OF QUIEENSBURY copy 742 Bay Road, Queensbury, NY 12804-5902 (518) 7G1-8201 Community Development - Building & Codes (518) 7614256 CERTIFIki�.T E CjFOCCUPANCY Permit Number. P20000930 Date Issued: Friday, May 18, 2001 This is to certify that work requested to be done as shown by Permit Number P20000930 has been completed. CT, + 5� ) t Tax Map Number: 523400-034-000-0001-003-Oa0-0000 Location: 1545 STATE ROUTE 9 Owner, GE©RGE & MARILYN STARK Applicant. Iv OHICAN MOTEL This structure may be occupied as a: By Order of Town Board Commercial Alteration & Addition TO NNN©F QUEENSBURY Director of Building & CodA nt Ismildin(g Vermit Application Town oj' Q##Ci;'►t5'I)l# y - peel. crfCantimmily Develtopm m. 742 Bam t�sV Rmid, Qswt^ hury. NY 12804 17al-82 61 13U110DING .fir CCJDE ENF0RCEAlENT NOTICERequirements prior to issuance A ptninit niost I)e ohtaineel tx:fort ulTlltis I�ertttit: - I'#s'#iAdl"#' FILE N J�C beginning conslruclicm. Net inslle'ctions ro p l V� DRA41Y' F;LiLi 1'A# $ will !x marls unEiC applicant leis received Zoltlrlg lloard -de cxhTl �— ,t VALID BUILDiNO PGRMI'1'. All Am= 1 Use DEC N 20 Q Ir`tiC I2Crt7'#C)hI rf'F. I'A#T3 $ applicants' sp.�s on this applicalioil ivllfST be completed and [lie signature 0 Plart�2l1ig I3oaf[ Li#l+p�? C ` � K vlliXIGWED BY. c �J of the applicant must appear on file SPR I Sutxlivisio�l.MlR )!i'.i,` : AND .(C)V= BrriGfing Irurecrar application farm. nt,,.c x. Recreation Fee f'ayxnerrt Applicant: r�k �-y{- e_�" ti(^!= —`�)it] -l/s„�� {� r�( �t _^y_ � Owner: Address: / l'1t(axtc # ( 1` j) �_ �a � c' ' c 1'Itrrne # 1'rolterty Location: � —1 ���� ��� � Sulydivisiou Nantc: Tax Malt Numbs r Section Ill tek I [at NATURE OF PROPOSED WORK * ESTIMATED MARKET ALUE of THE +I� New Building : CONSTRUCTION : $ residence / commerclal Addition to Buildincis residence f commercial OCCUPANCY INFORMATION : Alteration to Bus. Primary Building - residence commercia Single Family Dwelling Residence / Commerc 1 Two Family Dwelling no change to exterior s3. ae Family Dwelling Office Other Work ( describe below ) Mercantile Manufacturing Other GROSS AREA OF PROPOSED STRUCI RE . �L`' C VE>L _ what will use 1st Floor . . . . , „ f 1 sq . ff,4V> 1, rITION , addition be3 : 2 n d .Floor . .._ s y . f t . Other Floors . . . . s ft . ( not unfinished cellar or basement ) ACCESSORY BUILDINGS * /1 Detached Garage 1 , 2 car TOTAL: FLOOR AREA : ! } �'�C� SQ . FT . Attached Garage 1 . 2 car Private Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building (4c) FEET X \20 r FEET Other Foundation Type : Ga�+t fi1�}�i - will any second - hand or ungraded Number of Stories : ` lu1p�r be used ? If so , for what ? ( habitable space only ) 4 Height ( grade to ridge } �� feet TYPE OF HEATING SYSTEM : Dumber of fireplaces and/or woodstove ( circle all which applies ) to be installed : � ectr .tc Oil / Gas . / Wood iorce of Air / Baseboard / Other Person responsible for supervision of work as regards to building codes i s : C . �� !�: - '� ) c n Naine Builder : CAF �`r� C ~ *rv ' i t ��r11� iL ssc ,�rc t ��`� - } cl. t,�l�, Plumber : „ � � � . �• Mason : - - - Electrician : DECL,4RATION.• Please vigil below after you !rave carefully read floe slatensetal Oro 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 clone on the described premises and that all provisions of [lie Building Crxle, (lie Zoning Ordinance and all other laws pertaining to the f)rolx)se(I work shall be complied with, whethcr specified or noted , and that such work is ataborife[] fry the owner. Further, it is und od ersto that l/we shall submit prior to a Certifica(e of Occupancy or Certificate of Compliance being issue(] , an AS BUILT PLOT PLAN by a licensed surveyor; drawn to scale, showing actual location of ,project on premises. Signature: (owner, owne `s ag t, a h tect, contractor) t l TOWN OF QuEEN CY CODE ENFORCEMENT out LFING142 ghY ROAD QUEENSBURY NY 12804 (518) 7C L-825fi ` INSP : — ARRIVE : FII4AL 'INSPECTTION T{gPPRT COf ERCIAL HUL.TIPL6 DNSLI.I T4G3 {. (hotel , motel, apt, e()MPiex) DATE INSPECTION R'E4UEST RECEIVED ' G&h`R-." / C f f o N E CoT NAME _ rSAD T'�Lr RW , ! j4i1G+ ri� P71�0TBL . LOC A`I'I ON .r 4v P E RTd I T DATE � � p oN0 { 'TYPE of STRUCTURE '�`0-fe PLtJMBING�_ k FOOTINGS BRCKFSLL�_� I"RAMXNG_.,,_. _ i INSULATION-- YISSO t A f-fi � • g ^ VEN�EIG1iT pf,UNtgI_NG VENT FIX-TU ESi ROOFING EXTERIOR FINISH H8 TING I KQT WATER RELIEF VALVES . FLOORS FC3URD TION INSUL TIo l i INTERIOR STA S RAILI 3�GS lk STOCR� NCLOSU I I REf DEMISE WA Ls PENE.�T—RATI(3iS ! FIRE DAMPERS l CEILING FIRE STC7IPING�— 'i FIRRSlCLOSEfts E7_-.__IT_ SJppR tIARflWA E . E)tIT ST IRS ILS PLATFORM ELEVATOR HANDICAPP D CCESS HRNDICAPvP HANFICAPPED PR � NG '. INA LEC'PRICAL SIT AN VARIANCE -E a i s P LRN I F RE \.jFINR� L SU OT RVI�Y'�— i OtC ISSUE CCjo OR i i i i i tU W I ZI YY\ MULTIPLE DWELLING, HOTEL, k A.R.MOTE AP P (� FINAL INSPECTION REPORT Office No. (518) 761-8256 Building & Code Enforcement Date mspectixm request received: Dept. of Community Development Town of Queensbury Arrive 3, am/pm Depart n/j)m 742 Bay Road Inspector's Initials Queensbury, NY 12804 NAME PERMIT #f LOCATION DATE L4 TYPE OF STRUCTURE NIA YES NO COIvIMENTi"S Chimney Height)" 3" venvDirect Vast I..ocation 11 \�-'1` ^✓" 1 Fresh Air Intake { Plumb Vert through roof Roof complete Exterior finish complete lnteriorlcxteior railings 34 in. to 38 in. Exterior handrails, baioonie;s, landing 18 in. or more Interior handrails stairs both sides 3 or mom risers Rallitens. 42 in. �fj IIallisters 4 in. spar,�tg___ Doom 36 in. Headroom 7 ft- on stairs Handrail exterior stairs both sides niom than 3 rises Floor finish Bat li lutoorrdkitdnen watuii Interior handrails balconies/landing 18 in. or more _ Railing across window in stairwells , [/ Smoke detectors: u • /Y S' /iJ every level every bedroorn outside every bedroom inter connected Bathroom fans Plumbing fixtures Foundation insulation V - Fire separation Fire wails 1, 2, 3, hour _ Fire doors 3f,, 1 'fa , 2 hour Handicapped Accessibility ­ Handicapped parking Handicapped signage.w Finish grade Csas valve shin-off exposed/regulator 18 in. above grade Gas furnace shut-off within 30 & or within line of site Oil furnace shut-off at entrance to furnace area Furnace/hot water heater operating Relief valve(s) instailed Garage fireproofing Garage penetrations sealed 14umace in separate room protected (in garage)_ Fight ventilation per morn Safety glazing 18 in. or less fiom floor Final Electrical Site Plan/Variance required — Final Survey Plot Plan As-buih septic system layout required _ Okay to issue ternp C/o Okay to issue permanent C/O (Certif. of ooagnaney) Okay to issue C/C (Certif. of Carnplianc e) l FIRE MARSHAL TOWN OF ©UEENSBURY QUEENSBURY, NY 12804 (518) 761 -8205 FIRE MARSHAL INSPECTI N REPORT REQUEST RECEIVED NAMEDl r i� LOCATION PERMIT # ( �� .:_=L• - SCHEDULE INSPEC N O APPROVED NIA YES NO EXITS AISLE WIDTHS EXIT SIGNS EMERGENCY LIGHTING FIRE EXTINGUISHERS FIRE ALARM SYSTEM FIRE SPRINKLER SYSTE FIRE SUPPRESSION SYSTEM HOOD INSTALLATION _ INTERIOR FINISHES STORAGE: CLEARANCE TO SPRINKLERS CLEARANCE TO HEATING UNITS REQUIRED SIGNAGE CHIMNEY WOOD STOVE FIREPLACE EIMASONRY L FACTORY BLT. El ROUGH-IN Cl FINAL REMARKS: OK TO THIS DATE Q 04 t INSPSUPPUR 64CT i a o AfUL ITpLl D'Oi*EI LING, HOTEL. MOTE"TE" "ARTM NT �` •r FINAL itNSPEC 77ON REPORT Office No. (518) 7614D.56 Building & Code Enforcement Bate inspection request received: Dept. of Community Development 3 Town of Queensbury Arrive • awtpm Depart 742 Bay head Iaspectnr's Initials Queeuutbury, NY 12804 Op ewq�o LOCATT fe BATE TYPE OF STRUCTURE h5cot, �`-- NIA YES NO COIIIJMEN I'S Chimney HelpptrR P VatfDO-eat Venn L.ocaden` Fresh "intake Plumb Vent through roof Roof complete Vir Extwmw finish convtew laUsnorlexterior railings 34 in. to 38 in. F AIerior handrails, balconies landatg 18 or Imeriorhandreils stains both sides 3 or risers " Guardrails 42 im Salliaters 4 in. spaclnit Doers 36 irt. Headroom 7& an Handrait wderior mau; sides more 3 Floor finish �itrh.en watertigl'd interior hanciraila ba[axtiea/landms in or mane Railing scram window in stairwells Sntolco detectors: every level every bedroom outside every bedroom inter oonneated Bathroom fans Plumbing fixtures Foundation insulation Firm separation 3/4, 1, 2 hour Fire walls 1, 2, 3, hour Fire doors '/ 1 Ya , 2 hour Handicapped Acoasaibilky Harulicappcd P Handkapped signagm Finish gads Gas valve shut-off expusedlregulator 18 in. above grade Oas €umace shut-off vrkhia 34 S. or within line of site Oil furnace shut-oWat ontranoa to fitmace am Furna.aa+hot water heater Relief valve(s)installed Garage fireproo Garage Penetrations scaled Furnace in separate roan prvteaed(m garage) L.igln ventilation per room Safety glazing l$ in. Or less from floor Final Electrical Site PtanlVsrianoe required Final Survey Plot plan As-built septic system layout rerluired Okay to issue temp CAD Okayto issue Pemuanem C!O(Cog i ofoomwancy) Okayto issue CIC (C*".. ofcNom..ii. wc) rc3ncJwr3J�cl�rJ"rJ�rJ�rJ�rJ� c Tc�rJ�r�rJrJ arJ�cf�rJ�rJ� cPc i�rJ�rJ�rJ'rJ�cJ�cnr�clrJrJrJ� rJ arJ�cPcl�cncl�cl�cncE�cTr.E�rJ�rJ"irJ�rJ�rJ�rJ�rJ�rJ�0J� O BY THIS CERTIFICATE OF COMPLIANCE THE S NEWYORK BOARD OF FIRE UNDERWRITERS 5 S BUREAU OF ELECTRICITY S 40 FULTON STREET — NEW YORK , NY 10038 � S CERTIFIES THAT S Upon the application of upon premises owned by S S CIFONE CONSTRJNC. . MOHICAN MOTEL S AIRPORRT INDUSTRIAL DR. 1545 RT 9 S PO BOX 684 LAKE GEORGE, NY 12845 5 GLENS FALLS, NY 12801 , S Located at 1545 RT 9 LAKE GEORGE, NY 12845 Application Number: 1012584 Certificate Number: 1012584 S Section: Block: Lot: Building Permit: BDC: A690 Described as a Commercial occupancy, wherein the premises electrical system consisting of �S electrical devices and wiring, described below, located inlon the premises at: CJ First Floor, Second Floor, ' S c� was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was found to be in compliance therewith on the 8th Day of 05,01,200, Name OTY Bate Ratine Circuit Tjm 5 Alarm and Emergency Equipment ,1pt1121311 S Sensor 4 0 Smoke $� Sj�' S Sensor 3 0 Heat �1bA c� Battery Pack 1 O y► � >a �u Appliances and Accessories o Exhaust Far. 3 0 2%c IZA , `�$4 Furnace 1 0 Gas Hydro Massage Tub, Residential 2 On , '� f SWiring and Deices Dimmers 7 0 C, Fixture 23 O Incandescent Fixture 4 O Fluorescent GFCI Circuit Breaker 6 O General Purpose CSReceptacle 40 0 General Purpose , Receptacle 9 0 GFCI Receptacle 2 0 20 Special �+ Switch 23 0 General Purpose leaf 7 -� 1 of 1 S1This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ------------------------- O rJ�r.I�cPsJ�c.JcPcJ�c 1�c.I�rJ�cicJ�sJ�cJ�rJ�irJ�c�c.i�r.E�i�J�rJ�rJ�rJ�sJ�rJ�rJ�cJ�rJ�rJ�rJ�rJ�r nrl�rJ�rJ�rJ� r J�rJ� r J �PrJ�rJI �! acJ"�lrcJ"rJ"rJ�cJ"c.J"cJ"ic.l"c.i�cJ�cP C>:ENERA.L INSPEG"7'ID REPORT ( 518 ) 761 - 8256 Town of Queenahury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive ' " jQ amI Deps ,� or's Initi NAME; rC--kac % /11 G { PERMIT # r � LOCA710N. _ T- s,MA -r= Per_ 9 DATE TYPE 4F STRUCTURE: RECHECK :t NIA YE NO COMMENTS Mon 'th r orm _ Reinforcement in Place The contractor is responsible o providing, protection from in for 48 hours following the t of the taoncrete_ Materials for this purpose on ite Foundation Wallpour Reinforcement in ace Foundation/Dampp fin Backfili Approval Plumbing Linder Slap Plumbing Vent/Vents in P Rough Plumbing. Beating Rough4n Insulation Foundation Walls Inters r R- _ Foundation Walls Ext r R- _ Floors Walls Ceiling rR- Duct work or pipinlg in unheated spaces - Proper Vent, Attic Vent Framin Jack. Studs/Headers Bracing/Bridgin Joist Hatrgers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin GENERAL .T1VSPECI N 4.R.E RT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: f Building & Code Enforcement IL 742 Bay Road Queensbury, NY 12804 Arrive am/pm Depart P Inspector's Initial PERMYT # (::� v -4 .34 LACA, [ION: DATE : ._ TYPE OF STRUCTURE: RECHECK N/�► YES NO COMMENTS Fvatings/P"iers � 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/VValipnur Reinforcement in Place _ Foundation/Dampproofrng Backfill A,ppraval — numbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heatin Rough-In U , � N1 1 ✓ Foundation Walls Interior R- F'oundation Walls Exterior R- � G d� 1A) Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing. / Jack Stud&+Ieaders Bracing/Bridging Joist l Iangers lack Posts/Main Beam Air Infiltration Barrier, �,►�.� _ f r k4 '� a, 'j Fire Separation 1 , 2, 3, hour Penetration Sealed Fine Wall 2, 3, 4 hour Firestoppin CA GENERAL INSPECTION REPORT ( 518 ) 761 --- 8256 Town of Queensbury Dept. of Community Development Date inspection request received; l Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive Dept Inspector's Initi NAME: C60n f.� .► GR -� PERMIT # LOCATION; DATE : TYPE OF STRUCTURE: RECHECK NIA. YES NO COMMENTS FootingsJPiers Monolithic o ReiMoroeme in P ace The con ctor ' responsible for providin pro Port from freezing for 48 h rs fol owing the placement of the co rete J Materials fo purpose on site Foundatio ur Reinforceme in Place Foundati roofing. Plumbing U Slab Plumbing Ve ents in Place PI easing Rough- Insulation NAN Foundation Is Interior R- FoundlatilJn Is Exterior R- Floors R- Walls R- Ceiling R- Duct. work. or Piping in unheated spaces R- t, Attic Vent StudsMeaders Bracing/Bridging Joist Bangers Jack Posts/Main Beam .Air Infiltration Barrier Fire Separation I, 21 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin �ErvE� I1y,SPECTIO)N REPORT ( 518 ) 761 - 8256 Town of Queensbury DepL of Community Development Date inspection request received* Building & Code Enforcement 742 Bay Road Queensbury, NY 12904 Arrive Z -- Dept '�pp�xInspector's Initials _. NAME; PERMIT # �J LOCAT1O DATE : l TYPE OF STR C TURE: RECHECK IVfA YES NO COMMENTS Footings/I'iers� Monolithic Pour F -� Rcinforraement in PI The contractor is sponsib a for Providing pro r► from freezing for 48 hours fall mug the Olacement of the concrete_ r' Materials for this C ! site FoundationfWall Reinfore ut in P Foundatio Backfi.tt Approv Plumbing Under S Plumbing Vent/Ven in Place — S bi .Rough Plumn Beating Rough-in :,� Insulation l_.. f Foundation Walls nterior R- Foundation Walls xterior R- Floors R- Walls R- r Ceiling R- mmmm Duct work or piping is unheated spaces R- Pro Vent, Attic Vent F min Jack Studs44eaders C 1 ' C.Ytr t 1 BracingfSridgin Joist Hangers Jack Posts/Main Beat. Air Infiltration Barrier Fire Separation 1. 2, 3, hour. Penetration Sealed Fire Wall 2, 3r 4 hour ��-�F'irestoppin YAbZRAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbory Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12870 give am/1 part ' Inspector's In NAME; LQ1 _ ad PERN41T # Ono LOCATION; 5kle Y DATE : 43 � TYPE OF STRUCTURE: f RECHECK l� ` ( ,,E--Yt N/A YES NO COMMENTS Footings/Piem 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 purpo on site Foundation/Wallpour Reinforcement in Place Foundatiorn/13amppraoofi ig Backlhll Approval. Plumbing Under Slab Plumbing Vent/VentsApia=/ Rough Plumbing— Heating Rou n t-"-"ftls�'CatiGii Foundation s I or R- Foundation 'Walls erior R- Floors R- Walls R- Ceiling Duct work or pipi gin tZov'c q unheated space R- Proper Vent, Attic V t FrannJack S Th Bracing/Bridging; Joist Hangers Jack Posts/Main Beam Aar Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration 'Sealed Fire Wall 2, 3, 4 hour C _ Firestoppin ,L) GENERAL INSPECTI(7N REPORT ( 518 ) 761 - 8256 Town of Queensbury DePL of community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12004 Arri am1�"Dep �� spector's mitt NAME: _ �`�Q�- �rw.��..._ -�-- PERMIT # 3G` LOCATION• T1v DATE TYKE OF STRUCTURE: RECHECK. N/A YES NO COMMENTS Footings/Piers ^� Monolithic Pour Form Reinforcement in Place The contractor is respo ble for providing protection fro freezin for 48 hours following a pl t of the concrete. Materials for this on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofi n Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in P Rough Plumbing Heating Rough-In Insulation FouAkn on Walls Interior R- Fouon Walls Exterior R- FloR- WaR- CeiR- Duk or piping in ted spaces R- Prope , Attic VentFrami Jacds/€TeadersBrBridgiJoigersJats/Main Beam Air Infiltration Barrier 00,01- VAleire Separation 1, 2, 3, hour netration Sealed Fire Wall 2. 3, 4 how 4LA ., � ,.:f.;1 / L+ i �G Ct f Firestoppin f EIYERAL INSPEC7"IAN REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building, & Code Enforcement 742 Bay Rbad Queeesbury, NY 12804 Arrive Depart yy�spector's Infti r^� NAME: J PERMIT # f 1.QCA.TIC3 DATE : �1 ( ���x (X 7�' � TYPE OF STR - RECHECK NIA YES NO COMMENTS FootittgslPiers 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 purpo on site Foundation/Wallpour Reinforcement in FoundationlDatmpp It Backfill Approval. Plumbing Under Stab gr Pl ng VentfVents i gh Plumbi Heating Rough-in Insulation Foundation Walls Irl terior R- _ Foundation Walls E nor R- Floors R- Wails R- Ceiling R- Duct work or piping unheated. spaces R. Vent, Attic Vent rarnin Jack StudsJHeaders Bracmg/Bridging, Joist Hangers Jack Pc)sts/Matn Beam Air Infiltration Barrier Fire Separation 1, 21 3, hour Penetration Sealed, Fire Wall 2, 31 4 hour, �t -ti- C'rctc�it��4 ►C 'r^� j?~(�" �i _, Firestoppin GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Say Road Queensbury, NY 12804 Arrive am/pm Depart � Inspector's Initial NAME: 1 _ PERMIT * LOCATION: DATE TYPE OF STRUCTURE: l) tom.. %�L RECHECK -- _ N/A YES NO COMMENTS Footings/Piers _ Monolithic Pour Form Reinforcement in Place The contractor is responsible providing protection from ing for 48 hours following the, acernent of the concrete. Materials for this purpose jn site Foundation/Wallpour Reinforcement in Place Foundation/Dampproofift Backfil . Approval Plumbing Under Slab J. e "n=7 Plumbing Vent/Vents Place Rough Plumbing— ~►� R 1 Pt-L�`C 'F7 t 1� ► r�r� Lir Heating Rough-In Insulation -fit } Foundation Walls I rior R- M� — Foundation Walls E or R- Floors R- Walls R- Ceiling R- Duct work or piping i unheated spaces R- Proper Vent, Attic Vent �► Framing Jack. Studs/Headers Bracing/Bridging, Joist Mangers t-'\1' r ►1� 45r11 °T] r e� NA1�C�c�' Jack Posts/Main Beane Air Infiltration Barrier Fire Separation 1, 2, 3, hour. titration Sealed r RAC Pt tS 1 ' ; (> yp� Xi0 6�J'E-- Fire Wall 2, 3, 4 hour Firestoppin GENERAL INSPE 'TIQIAT REPORT ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, STY 12804 Arrive` anV4 2.'Depart lnspector's Initials-�. _C.� NAME; " PERMIT # �3CD LOCATK]N- ©'l3' DATE TYPE OF STRUCTURE: RECHECK /A 'YES NO COMMENTS FaoringsJPiers 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 kite Foundation/Wallpour Reinforcement in Place Foundation/Dampproofona Backfill Approval Plumbing Linder Slab Plumbing Vent/Vents in Place Rough Plumbs Heating Bough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- W alls R.- Ceiling, R- Duct work or piping in unheated spaces R- _ Proper Vent, Attic Vent Framing Jack Stud so leaders Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2„ 37 4 hour Firestoppin �w�rrt + amp ,w r r ► + 0-1- mu,-mPOW" id wo map S•t �1ln3mq ' `' �91d1t+�1tl�C9�OI- T� 9 TOM= Ci 'S Y N 64 9�Ml Q1t�f+tl��101�4M�itiS�tl�11.16�0�1 � m mifi 1dum ww mum vo KR'=' 8YIVIZ ,{ffA,ptpl !dam O'gYB °,p6`i A'sT1Y 8'Y'T t7lGi1� i cxc � 1 0.91 WO Ta � ti- F aw Lr) ;[( w � � SK"[ " flli am - 6 -9 (g W 1T-! 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' tJPiJ n r�arvt Om m a GENERAL r, $PECTION REPVDRT �Y ( 518 ) 761 - 8256 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Say Road Arrive Y1 an�lpm Depart am/pm Queenabury, NY 12804 Inspector's Inftial�— PERMIT # 9SIil NAME: — c7 �—�/''/`f e ` DATE : � LOCATION: tJ T ypE OF STRUCTURE: RECHECK NIA YES NO COMMENTS Footings(Piers k Monolithic Pour Form Reinforcement in Place The contractor is responsibl for providing protection from fr ing for 48 hours following the p ent of the concrete. Materials for this purpose on si Foundation/Wallpour Reinforoement in Place Foundation/Damppraoftc Backfill Approval Plumbing Linder Stab Plumbing Vent/Vents in Place �rA /I r� .1 Rough Pluxmbin 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, Attie Vent ',6/' ,�� Framing �p lack StudsfEleaders �--- .., s r Bra6ngfBridgin8 joistI•latlgyers t+t3� �jr.�c.InJ c*/• -iF'x+ Y�uc✓ �.s53 b/`+u^J jack posts/Main Beam / Air Infiltration Barrier Fire Separation 1, 2, 3, ]lour cJ /,'y�,/�y / , Penetration 'Sealed 4/t/ ///�A`- c � 4-4�7 Fire Wall 2, 31 4 hour Firestoppint,_ CIFONE/MOHICAN CURTIS LUMBER WO: 11-00158 11: TI QTY455 TC FORCB AKL BW CSI TOP i'.F1, =i 2x4 SPF 1650E-1.5C 114 continuous lateral bracing attached with ..._..mummmomaJoint Locations.=ww•ascuwanop•+ 1- 2 291 0,08 0.57 0,65 2x4 SPF #1/#2 (N) 1 2- 10d nails each member where shown.Bracing 1) 0- 0, 0 6) 22- 8- 7 11) 1- 0-10 2- 3 -1994 0.06 0.58 0,64 BOT CMas 2x4 SPF #1/#2 (N) MUBT be positioned to provide equal unbraced 2) 4- 9- 9 7) 27- 6- 0 12) 1- 2-12 3- 4 -1236 0.02 0,54 0.56 WEBS: 2x4 SPF STUD (N) segments OR 2x4 NTH brace ray be nailed flat 3) 9- 3- 4 8) 27- 6- 0 13) 0- 0- 0 4- 5 -1234 0,01 0,40 0,41 Coneusrent Live load of 20 p.s.fl has to edge of web with 12d nails spaced 8K o.c. 4) 13- 9, 0 9) 20- 5- 6 5- 6 1343 0,17 0,62 0,79 been applied to the bottom chord per Brace must extend at least 90% of web length 5) 18- 242 10) 13. 9_ 0 6- 7 865 0.14 0,62 0.76 BOCA-96, 1606.2.3 2x6 Brace required en any web exceeding 14' . ----MAX. REACTIONS PER BURING LOCATION•---- All CMEWSICK Chards are assumed to be MULTIPLE IAADS -- This design is the X-Los Vert Boris Uplift Y-Loe Type BC FORCE A%L BND CSI continuously braced unless noted otherwise, cogmite result of ru2tiple loads, 1- 2-12 1729 -21 ,12 BOT PIN 13-12 -136 0,00 0,39 0.39 MAX LIVE LOAD DEFLECTICII: Wind analysis based ant AM-WFS, Vo 90 20- 3- 4 2899 0 -187 BOT H-ROLL 12-11 1B22 0,44 0,30 0.74 L/562 at 0O= 413 MPH, I=1.00, Mean Hgt.45.0 ft, RKp• Cat. B, PROVIDE UPLIFT fl0HI7 MON PER SCEW=i 11-10 1527 0,34 0,20 0,54 L•-0.101 Dm4,03° Tm4.13K internal pressure coef. I. Support 1 12# 10- 9 -628 0.11 0,24 0.35 MAX HORIZONPAL DBFLICTIM Wind analysis chord dead load . 12.0 pef. Support 2 187# 9- 8 -612 0,01 0434 0.34 T= 0.050 WEB FORCE WEB FORCS 2-12 -2324 4-10 364 2-11 -306 5.1D 1059 3-11 379 5- 9 -2397 3-10 447 6- 9 498 RMS • ills -910 1 L 2 3 5 6 6 76 O40, 4X4 <X4 4X7 7," 4X6 1.5X3 7 4 0 it-I5-8 0154 T 2X3X4 3X3 5X7 4X5 2X6 E'9 � 27.6 0 13 12 11 10 9 8 CANT: 1.0-0 1729# 5.50" 290V 5.50" CANT: 7-0-0 — 27-6.0 EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSMI 14995 scale = 0.1875 VARWINGO. READ ALL NOTES ON THIS SHEET. Eng. lob: A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dog: Truss ID: T1 CONTRACTOR. Dsgnr; aV Chk: Date: 1-29-01 ROMMO BRACING WARNING: TC Live 60.0 psf Durfac - Lbr, 1,15 p �/� eradng shown on this drawing is not erection bracing, wind bracing,portal bracing or sim! r brTiFingaead 10.0 psf DufFac - Pit: 1,15 R�!'N►RO STRUCTURES which is a part of the building design and which must be to Werati by the building des gn Bcagn a lYe 0 0 f O.C. Spacing: Z�.la'1 shown is for lateral support of truss members only to reduce btxWg lei . Provisions m k�� L made to anchor lateral bracing at ends and spxihed locations determined the building d ign C Dead i0.0 f Design Cdteda' BOCA Additional bracing of the overall s[rtxture may be required, (Ste KW-91 of T1% Ps (603)$98 PHONE {6(13) 362-$32q FAX (Russ Plate institute,TPi. is located at 583 D"Onofrlo Drive. Madison, Wismnsm 537191. Code Dow TOTAL 80.0 psf Designs M% Armiysrs Ftlf ? t WR PATH: T-fTEE-L0KV0VUS41ll4158 HCS: 06,2700 CIFONE/MOHICAN CURTIS LUMBER W0: 11.00158 TI: TIA QTY:I TC po= An BND CSI TOP CHORDS: 2x4 SPY 1650E-1.5C IX4 continuous lateral bracing attached With asaasaaaaaaaaa,7oint Locatianasaasaaaasasaaaa 1- 2 -285 0,04 0.77 0,81 2x4 SPF #1/#2 (N) 2 2- 10d nails each member Where shown.eracing 1) 0- 0- 0 6) 27- 6- 0 11) 11- 9- 0 2- 3 -1608 0.02 0,78 0,81 2x4 SPY 240014,0C 3 MUST be positioned to provide equal embraced 2) 6- 1- 2 7) 27- 6- 0 3,2) 6- 1- 2 3- 4 -904 0,00 0.53 0.54 HOT CB=St 2x4 SPY #1/#2 (N) segments OR 2x4 aTm brace may be nailed flat 3) 11- 9- 0 8) 20- 3- 4 13) i- 2-12 4- 5 -1143 0,00 0,85 0.86 WEBSt 2x4 SPY STOD (N) to edge of web with 12d nails spaced 8" o,c, 4) 15- 9- 0 9) 15% 9- 0 14) 0- 4- 0 5- 6 1266 0,11 0,93 0,94 Concurrent Live load of 20 p,s,f, has Brace must extend at least 90% of Web length 5) 20- 3- 4 10) 14- O- 0 been applied to the bottom chord per 2x6 Brace required on any web exceeding 14' , ----MAS. REACTIONS PER BEARING LOCATION,,--- BC FORCE AXL BND CSI BOCA-96, 1606.2.3 MULTIPLE LOADS -- This design is the X-Loc Vert Horiz Uplift Y-Loc Type 14.13 145 0,00 0,59 0,59 All COMPRESSION Chords are assumed to be conposite result of multiple loads. 1- 2-12 1729 -34 -14 HOT P3N 13.12 1854 0,45 Ml 0,86 continuously braced unless noted otherwise. This design based on chord bracing applied 20- 3- 4 2899 0 -181 BDT H-ROLL 12-11 1853 0,45 0,13 0,58 per the following schedule: Wind analysis based on: ASCE-MWFS, Va 90 11-10 1269 0,30 0,12 0,43 PROVIDE UPLIFT CMQ18CTI0N PER SCHEDULE; Max O,C, From To MPH, lal.00, Mean Hgt.a25,0 ft, Sxp, Cat. B, 10- 9 1269 0,28 0,06 0,37 Support 1 14# TC 24,0• 11- 9- 0 14- 9- 0 internal pressure coef. I, 9- 8 -878 0,02 0,51 0,53 Support 2 181# Bracing shown is for visual purposes only, Wind analysis chord dead load a 12.0 psf. 8- 7 -906 0,03 0,72 0,76 MAX LIVR LOAD DEFLECTION: L/347 at JOINT #14 WEB FORCE WEB FORCE La-0.14a Da-0,05a To-0.19' 2-13 -2205 3- 9 -917 NAX SORIZCITAL DEFLECTION: 2-12 91 4- 9 -296 Ta 0,07m 2-11 -727 5- 9 1562 3-11 507 5- 8 -2663 FMB a 1.15 11-9-0 4,04 I1-9-0 I 2 5 fi f 6<� 00 11 590P = 014X5 4X6 4Xl 6," 640 0-54 0-5-8 2X3X4 1,5X3 3X3 3X5 3X10 3X3 2X6 T M Pill I 27-6-0 1 14 13 12 11 10 9 8 7 CANT: 140 1729# 5,50" 2900J 5,50" CANT: 7-H 1 - 27m" EXCEPT AS SHOWN PLATES ARE TL20 GA TESTED PER ANSUTPI 1.1995 scale = 0.1875 WARNING: READ ALL NOTES ON THIS SHEET, Eng. Job: A COPY OF THIS DRAWING TO BE GIVEN TO ERECTING Dw9: Truss ID: TI A 10, CONTRACTOR, Dsgnr: JY Cbk: Date: 1 -29 6I ROMARO BRACING WARNING: TC Live 60.0 psf DurFac - Lbr: 1,15 8radng shown on this drawing a not erection bracing,wind bradsg, portal bracing or stint r brT"ead I0,0 psf DUrFac m Pit: 1 .15 R1R1I A 6 O STRUCTURES 'f'Ri i/'Tg i RC C which Is a part of the building design and which must be consldercd by the building design 9 n O.C. Spacing: 24,0" V 1' AR J l UC`U ES shown is for lateral suppporortt of truss members only to reduce buckling length. Provisions m b� 6e 0.0 psf made to anchor taterar bradng at ends and specified locations determined by the building d 5491C Dead 10 f Design Criteria: BOCA • PHONE FAX Additional bracing of the overall structure may be required. (See HC8.9I of TPl). Ps Doc' (603} $98.8787 {6tY3) 362-5324 Muss Plate [nsdtute,TPI, is located A S83 D'Onofrio Drive. Madison. Wisconsin 537191. ClOde TOTAL 8010 psf Design: Marie Analysis !OB PATH T:iTEE-LOKOBSii1SA111•00153 f1CS: 06.2700 cElvExaL .NsPECTION onT ( 51s ) 761 - 8zs6 Town of Queensbury Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bayens ury, Arrive at. Depart — �onx Queensbury, NY 128t14 Inspector's Initials NAME: PERMIT # (� LOCATION: DATE TYPE OF STR C 1 RECHECK N/A YES NO COMMENTS Footings/Piers V� Monolithic Pour Form Reinforcement in Place The contractor is responsi a for providing protection from ink for 48 hours fallowing the dnt of the concrete. Materials for this purpose on st Foundation/Wallpour Reinforcement in Place Foundauon/Darnpproofin Backfill Approval Plumbing Under Slab Plumbing Vent/Vents i Place Rough Plumbi Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Floors R- Wall.s R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Britdgirgg Joist Hangers kk Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour ation Sealed \,F ere Wall 2, 3, 4 hour Firestoppin GENERALSFECTION REPORT ( 518 ) 761 - 8256 Torun of Queensbury Dept., or Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Arxtive `� antlprn Depart " ' Queensbury, NY 12804 inspector's Initials NAME: _...�`'l AA _ C" �l s[ PERMIT LOCATION+ DATE : Z— l-Gsl TYPE of STRUCTURE: RECHECK. NIA YES NO COMMENTS Footings/Picrs —� Monolithic Pour Form Reinforcement in Place The contractor is respo providing protection fro for 48 hours following placensen of the concrete_ jV� /o�iE?s /xd�ps� i�y Materials for t1his purpose site / Founclation/WAlpour Reinforcement in Foundation/Danxpproofin Backfill Approval plurnbing Linder Slab Plumbing VenUVents in Pla Rough Plumbing Healing Rough-In Lnsulation Foundation Walls Interior - Foundation Walls Exterior Floors R- Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Frain' Jack Studs/Headers BrracinglBridgin Joist Hangers Jack PostwNlain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed M ��- -�-- - }i V=Q ire Wall 2, 3, 4 hour Firestopping _ GENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensbury request received; Dept, of Community Development Daternal►ectiart Building & Code Enforcement 742 Bay Road in Queensbury: NY 12804 Arrive n Depart _ Inspector's . NAME: � PERMIT _... LOCATION: DATE : _2 "?—t'^�L TYPE OF STRUCTURE: RECHECK YEg NO C+C3MiV4ENTS Footittgs/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection fmm freczin for 48 hours following the placm nt of the concrete. Materials for this purpose on site Foundation/Wallpaor Reinforcement in Place Foundation/Dampproofm Backfill Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbi Heating, Rough4n Insulation Foundation Walls Interior Foundation Walls Ealerior R- Floors R Walls Ceiling Duct work or Piping in unheated spaces Proper vent, Attic Vent Framing Jack Studs/I3aaders Bracing/Bridgin Joist hangers Jack Posts/Main Beam Air Infiltration Furrier Fire Separatiott 1, 21 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour SG Firestoppin o s � �aP� �i-� G � \ �?- . GE1V+ERAL EVSSPECTION 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 a Depa spectPr'S In NAME: PERMIT T # ✓ LOCA'I1S , •DATE _ 'T`YPE OF S CfiUC RECHECK --, NIA YE O COMMENTS ng&fMers onolithic Pour Fo - Reinforcement in PI The contractor is nsible or providing proteetio from ing for 48 h followi laeement of the conc Materials for this pu on site. Foundation/Wallpaur_ Reinforcement in Place Foundation/DanWraa5n Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in PI Rough P'lumbi Heating Rough-In insulation Foundation Walls Interior Foundation Malls Exterior Floors R- Walls R- Ceiling R' Duct work or piping in unheated spades R- Proper Vent, Attic Vent Framing Jack SLudsllleaders BracingtBridgin Joist Hangers Jack Posts/Main Seaiu Air Infiltration Barrier Fire :Separation 1, 29 3, hour Penetration Settled Fire Wail 23 3, 4 hour Firestoppin GENElt.4L VV 1'.+l:CTION REPORT ( 518 ) 761 - 8256 Town of Queensbury Da , Dept, of Community DevelopmenDate inspection request received. Building & Code Enforcement Qu say Road In�--� 742 Ba Roouryg NY 12804 Arrive amlpm insspeetor's In s NAME: 1 C�t21 1 + PERMIT 0 DATE LOCATION: TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Foatingsll'iers ��� Monolithic Pour Form Fctor' ' tinTheo re asible for providipraton rn freezing for 48 hours fol wing placement of the concrete_ Materials for this on site Foundation/Wall ur Reinforcement in lace _. ,F, " tton/Da g _.___� _ ackftll Plumbing Under Plumbing VentlVe in Place_ Rough Plumbi,Aat - ing Rough ouon r und3tion Walls nterior Foundation Walls xterior R- Floors R- — Waits R- Ceiling R- L►uoE work or piping in unheated spaces R- proper Vent, Attie Vent Framin Jack S� BracingMndgin Joist Jtangcrs lack PostslMain Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 31 4 hour Firestoppin GEI E,RAL INSPECTION REPO T ( 518 ) 761 -- 8256 Town of Queensbury Dept. of Community Development Date inspection request received.• Building,. & Code Enforcennent 742 Bay Road '�� rr 1 Queensbury, NY 128" Arrive any epart 4 ur's Initial N PERMIT # 00 DAME?: DA LOCATI N: TYPE OF STRU RECHECK N/A YES NO CONUVMNTS Footings/Piers Monolithic Pour Form Reinforcement in Plane The contractor is ble for Providing protection in .-ng for 48 hours foliowi the ent of the concrete. Ma rials for this purpose n site our n�emenai Pta nfprcament in Place Foundation/Daropproofin Backfill Approval Plumbing Under Slab plumbing Vent/Vents in Place Rough plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exterior R- Fioors R- Walls R- Ceiling; R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridgin joist Hangers jack 'Posts/Main Beam Air Infiltration Barrier Fire Separation i, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin 1 + GENERAL rN,SPECT'14N REPORT ' Lf ( 518 ) 761 - 8256 Town of Quee sbury Dept, of Community Development hate inspection request received: Building, +& Code Enforcement 742 Bay Road m/pIn Depart Arrive a Queensbury, NY 12804 ]Lnapiector's Initials q `'' ) NAME' LOCAL ION: TYPE 4F STRiTCTURE: RECHECK NIA YE I 0 COMMENTS Monolithic Pour Form Reinforcement in Place The contractor is a for providing protection ing for 48 hours folly vi the pl*cment of the concrete. Materials for this on site Foundation/Wallpour Reinforcement in Place Foundation/DampprooSn Fill Approval Plumbing Under Slab plumbing vent/Vents in Rough Plumbi Heating Rough-In Insulation Foundation Walls Inte 'or R- _ Foundation Walls Ext. yr R- Floorrs Walls Ceiling R Duct work or piping in unheated spares R- proper Vent, Attic Vettt Framing Jack StudsMeaders Bracing/Bridgkn Joist Hangers Jack Posts/Main Beam Air infiltration Barrier Fine Separation 10 23 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin f GE�17(V)o + ERAL INSPE["TI(3N REP+OAT ( 518 ) 761 - 8256 Town Of Queensbury received: Dept. of Community Development Date inspection request � —.--- Building & Code Enforcement 742 Say Road Depart anVPM ueensbury, NY 12804 Arrive ' Q Inspector s Initials _. .2U. __._..... PERMIT # NAME: DATE C : l LO ATION: TYPE OF STRUCTURE: RECHECK N/A YES NO C©N4NWNTS f FootingslPiexs Monolithic four Form Reinforcement in Place The contractor is responsible for providing protection from freezing Aft G•3 4 < for 48 hours following the placement � / of the concrete. �� Mat 17P. � c^rials for this purpose on site 4)erup, Founciation/W'allpoitr Reinforcement in Place flee e•r~ Foundation/13ampproo n8- Backfill Approval Plumbing Under Slab Plumbing VentlVents in Place Rough Plumbin 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 Frami Jack St ds/FIeaders Bracing(Bridgi Joist I-lttngers Jack PostslMain Beaan Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestoppin G.ENERAL INSPECTION REPORT ( 518 ) 761 - 8256 Town of Queensberry Dept. of Community Development Date inspection request received: Building & Code Enforcement 742 Bay Road Queensbury, NY 12804 Arrive pm, Depart am/pm Inspector$s ]Lnitials,Z)A NAME: 1! !r]�) '- j7 v e_ ........._ PERMIT # ,��•�CJ� - �s 3C Y LOCATION: DATE TYPE OF STRUCTURE: Elio l RECHECK NIA. YES NO COMMENTS Footings/Piers �. Monolithic Pour Form Reinforcement in Place The contractor is responsible for prodding protection from freezi for 48 hours following the at Of the Concrete. Materials for this parnose on site FoundationlWallpour__11 Reinforcement in FlaCe Foundation/Dampproofing Backrdl Approval _ Plumbing Under Slab Plumbing"VentfVentsinaceRough PluHealing RInsulation Foundor Foundior FloorsR- Wails R- Ceding R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Fr& Jack Studs/Headers Bracing/Bridging- Joist Hangers Jack Posts/Main Beam Air In€iltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire WVa1 , 4 hour Fires