Loading...
1999-131 CERTIFICATE OF OCCUPANCY TOWN OF QUEENSBURY WARREN COUNTY, NEW YORK Date November 4 19 99 17/0 e)tY • This is to certify that work requested to be done as shown by Permit No. a 01 1 . has been completed. • This structure may be occupied as a ©-GAR'T' STATION Location 1172 STATE ROUTE 9 Owner GO-CART STATION,/GREAT ESCAPE TAX MAP NO. 3 6 . -2-3 . 1 By Order Town Board TOWN OF QUEENSB RY Director of Bldg. do Code Enforcement BUILDING PERMIT VALUE $. .20000>:•• TOWN OF QUEENSBURY No. 99131 TAX MAP NO. 36 . —2-3 . 1 WARREN COUNTY, NEW YORK PERMISSION is hereby granted to GO—CART STATION/GREAT ESCAPE OWNER of property located at 1172 STATE ROUTE 9 Street,Road or Ave. in the Town of Queensbury,To Construct or place a GO—CART STATION at the above location in accordance to application together with plot plans and other information hereto filed and approved and in compliance with the.Town of Queensbury Building and Zoning Ordinance. 1. OWNER'S Address is P.O. BOX 511 ROUTE 9 LAKE GEORGE, NY 12845 2. CONTRACTOR or BUILDERS Name GREAT ESCAPE, THE 3. CONTRACTOR or BUILDERS Address 1172 ROUTE 9 QUEENSBURY, NY 1.2.804 4. ARCHITECTS Name 5. "ARCHITECT'S Address 6. TYPE of Construction—(Please indicate by X) NEW BUILD ( )Wood Frame ( 1 Masonry ( )"Steel ( ) 7. PLANS and Specifications 2400 6 FT GO—CART STATION AS PER PLOT PLAN SPECIFICATIONS 8. Proposed Use. GO—CART STATION 70:: .. .. Apr 26 192001 $ PERMIT FEE PAID —THIS PERMIT EXPIRES (If a longer period is required an application for an extension must be made to the Building and Zoning inspector of the town of.Oueensbury before the expiration date.) - 26. . April , 19 1999 Dated at the Town of Queensbury this Day of SIGNED BY for the Town of Queensbury Building and Zoning Inspector • .iunnaing Permit Application • Town ofueensblcl- - Q yy Dept. of Con muniry Development,' 742 Bay Road, Queensbuty, NY 12804 /761-8256J L--L BUILDING C . CODE ENFORCEMENT . Nana Requirements prior to issuance r IA permit must be obtained before of this permit: PERMIT FILE NO. beginning construction. No inspections r� will be made until applicant has received Zoning Board Action PERMIT FEE PAID$ a VALID BUILDING PERMIT. All Area / Use applicants' spaces on this application RECREATION FEE PAID$ MUST be completed and•the signature I t of the applicant must appear on the LJ Planning Board Action REVIEWED !i}? ��� application form. r,v.t r,„,. SPR / Subdivision /Other Building inspector GREAT ESCAPE THEME PARK LLC Fee Payment Applicant: GREAT ESCAPE THEME PARK LLC Owner: ROUTE 9, QUEENSBURY, NY 12804 Address: Address: ROUTE 9, QUEENSBURY, NY 12804 Phone # ( 518 ) 792 - 3500 Phone # ( 518 ) 792 - 3500 Property l,ocnljon: ROUTE 9, LAKE GEORGE, NY 12845 Subdivision Name: Ce, Tax Map Number 36 / 2 /3-1 Section Block T,nt - NATURE OF PROPOSED WORK: x New Building: ESTIMATED MARKET VALUE OF THE O O CONSTRUCTION: $ 00 residence , ©f 0/ commercial Addition to Building: • residence / commercial OCCUPANCY INFORMATION: Alteration to Building: Primary Building - residence / commercial Single Family Dwelling Residence / Commercial Two Family Dwellin• no change to exterior size Family V Other Work (describe below) Office Mercantile APR 1 1999 Manufacturing › Other GROSS AREA OF PROPOSED STRUCTURE: - I-/ a ct S •2 TUNIErca.: L 1st Floor a2 Uofl.00sq, ft . If ADDITION, what will use 2nd .Floor O sq. ft , of new addition be? : Other Floors 0 sq. ft. ...- (not unfinished cellar or basement) ACCESSORY BUILDINGS: Detached Garage 1, 2 car TOTAL FLOOR AREA: 1/00, 00 SQ. FT. Attached Garage 1, 2 car Private Storage Building SIZE OF NEW STRUCTURE : Commercial Storage Building 30 FEET X FO FEET Other Foundation Type: Will any second-hand or ungraded Number of Stories : / lumber be used? If so, for what? (habitable space only) ty10 Height (grade to ridge) : / g feet TYPE OF HEATING SYSTEM: Number of fireplaces and/or wood stove (circle all which appli s ) to be installed: Electric / Oil / Gas / ^rood Forced }lot Air / Baseboard / Other Person responsible for supervision of work as regards to building Codes is : JOHN COLLINS, THE GREAT ESCAPE, ROUTE (, (QUEENSBURY, 518/792-3500 ext 202 Name Addresss Phone Builder: THE GREAT ESCAPE • 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 complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy..or Certificate of Compliance being issued, an AS BUILT PLOT PLAN by a licensed surveyor; r wn to scal showing actual location of project on premises. Signature: < ‘1 ___ ( vner, owner's agent, architect, contractor) • .\' l",1..Q'e e a.. ex Aek',01.L2AL! ILL!AL!,(e l;le., J!_l'J.. .. Me_l'Al' e_l Ae J_0_l�!l'ALI e_l Je 'AIl'J e_l'WILL!WILL;AL!'ARV!AL; e_l':SPA;IA4k':At: P.A.:,k•A: 'A!l�!l !_l'el'�:1),Sl'At: V ii6THE NEW YORK BOARD OF FIRE UNDERWRITERS k'A`' ' ' ; ..c' i 51969 r BUREAU OF ELECTRICITY ;1 :1 1 WASHINGTON AVE., SUITE 704, ALBANY,..j�Y 1�1 0 - y: I NOt1. �?BIJR 16,,1 5* _ 4,a@{9`13.�..3sJ97.ti.'9' A 14672�? Date Application No. on file . i THIS CERTIFIES THAT 1 ., only the electrical equipment as describe below� a introduced by the applicant named on the above application number is in the premises of y ,1 GREAT ESCAPE, LAKE GEORGE RD. R2'. 9, GO CART MINTBBLDG, Q►UEEENSEURY, NY Ir V I in the following locationn tf7)pg,-"DD❑BasementnP 1st FL ❑ 2nd Fl. ' Section Block Lot 4.1 VIL�VF.ld-ddJJ:1P( .£L,.L 1 'i _4 was examined on and found to be in compliance with the National Electrical Code.ii(' 1)=• FIXTURE RECEPTACLES SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS �} " OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. H.P. IY" DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS Y' AMT. K.W. OIL H.P. En H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. CM H.P. NO.OF SYSTEMSEET AMT. WATTS '?! • �r■■■.■..-.■■���� -■ Y 1 SERVICE DISCONNECT' NO.OF S E R V I C E , METER bi NO.OF CC COND. A.W.G. A.W.G. A.W.G. I --(1 AMT. AMP. TYPE EQUIP. 1 0 2WEEEN 3 0 3W 3 0 4W PER 0 OF CC.COND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL jri 1111 • • { OTHER APPARATUS: �y; < 'E1ERGECY PHONE- Pi (1 I I; rt IT- il rY IY j4 it A' ,.<i IN 1i — } A• II r\ [r I WI GREAT ESCAPE THEM' PAPJt .�.e.L C :.' - k `t ,�"�, `, 1.... o1.�J�' 'T l 1172 ROUTE 9 ERT CULVER " ' <.„ ,"i' Al. QUE.ENSl3URY, NY, 128O4 `5;'.r'�t $is ;e• r',h { := GENERAL MANAGERrAl •' 'WIt --L 2.39 IV j, ,.,..: �. N[1 Ih. '-rye - ►-`e? �,c Per I-. 1 (; This certificate must not be altered In any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. :Xi YeY Y�YYeY Y•Y YV6,Y4 Y�Y YeY YeY 476 Y�Y 7e76_lei;YeY Y.Y Y�Y YeY47(.Y•Y Y�Y;4Y YeY YeY YsY YeY Y�Y Y4,7(.Y•Y Y�YY•YY:Y;YeYY;eYY�`-(4Y,Y•YIiY YoY;Y•YYeY Y�YY�YYeY 4YY•Y��YY�I�\ COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. Nov-04-99 09: 34A P_01 5• !'r,,•, ,_•.,.,1•,_', Abe,.•1.•L I r:ah a•, L.F::•i•: 1•J i.s: 1a:.\S1_,S p.121.\•1 L•e n•.!,•1 t•I)•r•I/•:'-L IVA L L..1:)./:L_::1A_//,':!e./:a i S..•l •.;;P':')P,,,•Q'O'-"\•1::‘,/- •):NT:>i k 1• THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 r 4199693 BUREAU OF ELECTRICITY A ?i r 111 WASHINGTON AVE.,SUITE 704,ALBANY, NY 12210 1i Date AUGUST 02.1.999 Application No. on file 45577799/99- A 143947 ;T1 '`; THIS CERTIFIES THAT PERMIT NO. 99-035 !i only the electrical equipment as described below and introduced by the applicant named on the above applicatian number is in the premise, al. :r' I: TILE-GREAT-Es[:APE, ROUND- POND RD/RT 9, GO-CART-STATION,- QUEENSBURY. NY 4 in the fallowing location; ❑ Racetnent ® Isl Fl. ❑ 2nd Fl. Section Black Lot :'? �` was examined on JULY 28,19.99 and found to he in compliance with the National Electrical-Code. !' ,"; -FIXTURE RECEPTACLES SWITCHES FIXTURES-. .. 1_ RANGES-. COOKING.UECAS .. OVENS__. DISH WASHERS EXHAUST FANS OUTLETS INCANDESCENT RLUOREVCINT OTHER AMT. K.W. AMT. K.w. AMT. k.W. AMT. R.P. f 3 2 6 1 -a • �' DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS •UNIT HEATERS MULTI.OUILET DIMMERS • ____ sail ': AMT. K.W. Olt H.P. . H.P. AMT- NO. A.W.O. ®®TRANS.• AMT. NO,OF FEET AMT. WAFTS ' : a a -___ aa• .. _._-_ SRRVICE DISCONNECT NO.OE S E R V I C E ;. METER --`--- :; .. .'®4W - --O-CG COND.- C_ CO O... A'-W.a. - F NFUTS. AMT. AMP. TYPE EQUIP.�� ` tFY 0 OF A- CON". NO:OF"HI=LEO' lI Of HI•LEG- NCl Of NfUTYAI! OE NEUTYAI .. !� ® In '• OTHER APPARATUS: '. G.F.C.I:-1 �IT VT S., ,• is `• i �' GREAT ESCAPE THEME PARK TALC . '~'.' '1r- ?F` - '- - N: s, 9 ERT CULVER `..� '�' 1172 ROUTE ‘^x L�,2:t Li ye,�,,,�' GENERAL MANAGER • ;� QUEENSBURY, NY, 12804 :;•- , �L �- -: This • I . - .. .a allet In. • a- . r. . I e Hi o I ...r. 11 1n • r=ct. Inspectors .y entlllad by their credentials. ;Z -- Ai:: - '- i --s,,:. •..,.::,•r..r:i 54-,..:,::::ice:...:i•1:;Y•.: r t..r .. �:.i:, .:'1;1:C:41SJA1$h•1,:41 Yp„a.\r.t.?Ai..i'..a f 1 T.;f.i' L 7N:i,i.1•.,�1;.1.1.,Y•f;fai•;(�G\ •I,:i:t:ylirr.,;r, A,SJ•,,;•r.,�y Ai.:•,,.A � � • 1 • . • COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development Town of Queensbury Arrive/r Yr—atn/pm Depart am/pm 742 Bay Road Inspector's Initials Queensbury,NY 12804 l NAME � `(- t� —rso PERMIT# LOCATION 0-\ DATE 'Qi iT! 1 TYPE OF STRUCTURE Go -Q,7,--k ire N/A YES NO COMMENTS Chimney/13"Vent/Direct Vent location Plumbing Vast Roof Complete Exterior fmish grade complete Interior/exterior guardrails 42 in.platfo�m/ Interior/exterior ballasters 4 in.spachI'g platf decks Stair handrail 34 in.-38 in. Step risers 7 3/a in. Main door 44 in. / All others 36 in. / Lever handles Exits at grade or platform Canopy to cover recqexit di Gas valve shut-off exposed regulator(18 in.)above grade Floor bathroom watertight Other floors okay Hat water relief valve Boiler/furnace enclosure <250.000 BTU N/R 250.000 BTU to 1,000.010 BTU's(1 hour) >1.000,000 BTU's(2 ho ) Gas furnace shut off within 31 ft.or within line of site • Oil furnace shut off at entran to furnace area Stockroom enclosure(1 hour 3/4 hour door Storage/receiving/shipping r.• (2 hour), 1 ''A doors 1 '4 hour doors and closers '4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 'A hour,3 hour Ceiling fire stopping 3,000/5,000 sq.ft. Fan shutdown,smoke vents or fan Exit door/panic bars assembly hardware Elevators Elevator signage ' Handicapped bathroom grab bars/sinkshoilets Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond Active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures .As-built septic system layout required Okay to issue temp.C/O(Certif of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 Dept. of Community Development ?? O) Town of Queensbury Arrive am/pm Depar#D` 742 Bay Road Inspector's Initials Queensbury,NY 12804 NAME Crr2G 6-S �� PERMIT ii W— l3 I LOCATION KT— q , DATE 7//37/11 TYPE OF STRUCTURE 0 —lid N/A YES NO COMMENTS Chimney/"B"Vent/Direct Vent location Plumbing Vent Roof Complete Exterior finish grade complete Interior/exterior guardrails 42 in.platform/decks Interior/exterior ballastars 4 in.spacing platform/dedcs Stair handrail 34 in.-38 in. Step risers 7 3/a in. Main door 44 in. All others 36 in. Lever handles Exits at grade or platform . Canopy to cover req.exit oors Cris valve shut-off exp regulator(18 in. :..ve grade Floor bathroom watertight Other floors okay Hot water relief valve l [�.� Boiler/furnace enclosure •1 (3'A) <250,000 BTU N/R2 r 250.000 BTU to 1,000,000 B 's(1 hour) C��� >1,000,000 BTU's(2 hour) Gas furnace shut off within 30 ft. , within line of site Oil furnace shut off at entrance to r mace area Stockroom enclosure(1 hour),3/d our door Storage/receiving/shipping room 12 hour), 1 '/s doors 1 hi hour doors and closers' , 4 hour corridor doors and closers F72 011 t p& Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 1 '/2 hour,3 hour Ce _— Fan fire stoppingn, vents or 00 sq.ft. 517 l (ia�_` < C t l Fan shutdown,smoke vents or fansue— '---. 1 A.) Exit door/panic bars assembly hardware Elevators Elevator signage Handicapped bathroom grab bars/sinks/toilets Handicapped bath/parking lot signage V‘ /0"'-1 C- &(--&G�iZ. CC— 4 5 ' • Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond / ,Active listening system and signage assembly space TO CZ,p 5 C --Q 0--r ri/ZI l 'J Final Electrical . Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) 96/23/1999 13:49 518-793-2865 • ROZELL MECH. PAGE 02 • • peter J!, ' -2 ''' irt . . • • . . . .• . . • • . • •• • rIt MQcttatlicat Ltd,. • •• . • ' • • 145 Park Road • •. tlueensbury,New York 128Q4 ' Tele:(518)793-2634,Fax:(518)793-2885 . r �� • June 23,. 1999. .. ' • . . JUL 1 9 1999 • • The Great•Escape TOWN O OUEEi��l3URY Attention:Zvlr. ✓<.R. Myatt BUILDiPVO ANr CODE .POBox51.1 . . Lake George,NY. 1845 • Dear Mr. J.It Hyatt, . - • • This letter.is.to inform you that the recently completed structural steel fabricated by Peter • • I: Rozel,Mechanical for your go-cart loading station complies with work shown on your . • . • • Great Escape drawing no. 1D-960 dated 4/8/99. All structural steel including joint design. • . was fabricated as per American Institute of Steel Construction(A.I.S.C.) specification for Structural Steel Buildings; Ninth Edition. • • • . Respectfully Submitted; • • Sal Frisco . •. . . • • • General Manager •• • .cc: File . . • . : • . COMMERCIAL FINAL INSPECTION REPORT Building& Code Enforcement Date inspection request received: Office No. (518)761-8256 - Dept. of Community Development Town of Queensbury Arrive/70 am/pm Depart am/pm 742 lay Road Inspector's Initials t , - Queensbury, NY 12804 9,9, lL NAME G 'e_Q S PERMIT# - 3 LOCATION DATE ` l - I aj—Roi TYPE OF STRUCTURE r-, - cA•�- � � N/A YES NO COMMENTS Cuimneyl B"Vat/Direct Vent location Plumbing Vert Roof Complete r'` Exterior finish grade complete f 1 Interior/exterior guardrails 42 in.platform/decks interior/exterior ballasters 4 in.spacing/platform/ Stair handrail 34 in.-38 in. ``N / ;l 4,80, �r�` /� ��JJ'Step risers 7 3/a in. ve.0 /-/4'm/). Main door 44 in. u� / c// all others 36 in. Lever handles / Exits at grade or platfoiiI • Canopy to cover req.exit doors Gas valve shut-off exposed&regrllator(18 in.)above grade Floor bathroom watertight I Other floors okay ° Hot water relief valve Boiler/furnace enclosure I <250,000 BTU N/R ff 250.000 BTU to 1,000,003 BTU's(1 hour) >1,000,000 BTU's(2 hou/ Gas furnace shut off within 30 ft or within line of site Oil furnace shut off at a trat{ce to furnace area Stockroom enclosure(1 hour),'/e hour door Storage/receiving/shipping room(2 hour), 1 '/z doors 1 '4 hour doors and closers ?4 hour corridor doors and closers Firewalls/fire separation,2 hour,3 hour complete Fire dampers,2 hour fire wall/separation or greater Fire door/shutters 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 Elevator signage • Handicapped bathroom grab bars/sinks/toilets • Handicapped bath/parking lot signage Handicapped service counters 34 in.,checkout 36 in. Handicapped ramp/handrails continuous/12 in.beyond .-active listening system and signage assembly space Final Electrical Site Plan/Variance required Final Survey,new structures As-built septic system layout required Okay to issue temp.C/O(Certif.of Occupancy) Okay to issue permanent C/O(Certif.of Occupancy) Okay to issue C/C(Certif.of Compliance) 415e. GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: 1 � ()Y)(Y) Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive am/pm Departlp•71)am/ m Inspector's Initials v P NAME: — \C P PERMIT# 7 —" 3 LOCATION: (\--e DATE : 7- TYPE OF STRUCTURE: 6n--0RECHECK N/A YES NO COMMENTS Footings/Piers 1 Monolithic Pour Form Reinforcement in Place The contractor`is responsible for providing protection from freezing for 48 hours following the placem nt of the concrete. Materials for this purpo n site dation/Wallpour ,4P2oiJ" Reinforcement in Place Foundation/Dampproof ng 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 I Joist Hangers �/ Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury ��()'(0 1 Dept.of Community Development Date inspection request received: Building& Code Enforcement 742 Lay Road Queensbury,NY 12804 Arrive\D. r ni Depart • Inspector's Initials NAME: G-/- __GIL,4Ap ,C PERMIT# LOCATION: ,DATE : �r TYPE OF STRUCTURE: v ( RECHECK N/A YE‘,1,N,0 COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsible for providing protection from freezin for 48 hours following the place nt of the concrete. Ma sr 's purpose on site . allpour[ einforcement in Plac1s, Foundation/Dampproofing Backfill Approval Plumbing Under Slab I Plumbing Vent/Vents in Place / Rough Plumbing Heating Rough-In Insulation Foundation Walls Interior R- Foundation Walls Exteri r R- Floors - Walls R- Ceiling R- Duct work or piping in unheated spaces R- Proper Vent, Attic Vent Framing Jack Studs/Headers Bracing/Bridging Joist Hangers Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping ,- - ),97 GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 ;,ay Road Queensbury,NY 12804 Arrive am/pm Depart' Inspector's Initials NAME: (iP - . -C�, 1 � i43 PERMIT# 9 c LOCATION: &' ATE : (._2-,--)-_, --- 6) TYPE OF STRUCTURE: --- ) - !� , col mvm RECHECK 1 NN/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Reinforcement in Place The contractor is responsi Ile for providing protection from =- ing for 48 hours following the • acement of the concrete. Materials for this purpose on site Foundation/Wallpour Reinforcement in Place ( Foundation/Dampproofing I Backfill Approval Plumbing Under Slab e Plumbing Vent/Vents in Place Rough Plumbing / FR0U‘bG 5TeC-C- eRC'C TO* S CER,T. Heating Rough-In A. a C Insulation / \ R i� Co < Foundation Walls Interior R- i \ Foundation Walls Exterior R- \ Floors R- / \ Walls R- / Ceiling R- , Duct work or piping in unheated spaces R- Pro Vent, Attic Vent / I 7 Zit ing I Jack Studs/Headers Bracing/Bridging _(1055 5,440A,69 / /Joist Hangers I.Ru S 5.-'Cif V Jack Posts/Main Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping JUN-23-99 WED 10:28 AM BELL, TRUSS DE:PTr FAX NO, 3551371 P. 03 . •.. .�,____f ,nay Dry .riti.,.red..^frea _.--I . i I I - 1,706. ` OAi :ii1 GREATESC SCISSORS 1 84 1 Great EsapeltE12712&Go-CartSaten Bcne.re builders Supply,Schenectady,NY — 4.0.32 s Jon 201999 MITek Industries,Inc.Thu Apr 29 02044:12 1620Page 1 6.74 --I 10.6-0 F 15-6.8—_�_ 20.6.0 ; 24-3-12 t 30-11.0 I 6.7-4 3.10-12 4.11.8 ., 4-11.8 3-10-12 6-7-4 5x8Il PROVIDE ANCHORAGE,DESIGNED BY OTHEIRS, 9.00 ITY 5 AT BEARING TO RESIST MAX;UPLIFT AND MAX HORZ.REACTIONS SPECIFIED BELOW 3x54 WHILE PERMITTING 0"OF,DISPLACEMENT. 4x6;i / 3x5� 4xe�� 4 � 6 2;t4= 3 7 1 1z 2x4� II BxB= .� a I 13 11 l 7,..., 14 6x6 6,61 12 10 gySi 6xS� 3x5� \ 1 9 4x10 4x10 Q 8 S0 15.5 8 -- 22-6.0 i- 30-11-0 8-5-0 7-0.8 7.0-8 6.5-0 _PleteiNfseislXt_Lt_aaiz:az tiL�s a1z�a2-61 7__ -�_�----- — LOADING(par) SPACING 1.4.3 C8l DEFL (In) (lac) WWde0 PLATES GRIP TCLL 50.0 Sates increase 1.16 TO 0.74 Vert(LL) -0.68 12 >540 M20 1971144 TOOL 10.0 Lumber increase 1.15 BD 0,59 Vert(1L) -595 12 >388 DCLL 3.D Rep Streaa Incr YES WB 0.72 Hotz(TL) 1.23 9 Wit 'BC01_ 10.0-- . Coda� � DOCeJANsIW _� _ 1st LC LL Mln I!dafl=240 Weight:162lb LUMBER —_ --`BRACING -----_ TOP'CHORD 2 X 6 SPF 1850E 1.6E TOP CHORD Sheathed or 34-10 on center Auden spacing, SOT CHORD 2 X 6 SPF 1850E 1,6E B07 CHORD Rigid calling directly applied or 10-0-0 on center bracing. WEBS 2 X 4 SPF Stud`Except- 5.12 2 X 4 SPE 1650F 1.5E REACTIONS(Ib/size) 1=1431/0-54,9=f 431!0-5-8 Max Hort 1=-238(Ioad case 2) Max Uplet te-165(load cane 4),9=-165(load case 4) . FORCES(Ib)-First Load Case Only TOP CHORD 1.2=-5667,2-3--5288,3-4.-5286,4-5-4025,5-C=•4025,6-7-5286,7.8=-5265,89=4657 BOT CHORD 1.14=5025,13-14=4802,12-13=460Z 11-12.4602,10-1 I=4602,940=5025 WEBS 5-12=4433,2.14=-175,4-14=383,4-12=-313,612=-813,6-10=393,8-10s175 NOTES 1)ThIs truss has been checked for unbalanced loading conditions. 2)This truss has keen designed for the wind loads generated by 80 mph winds at 30 It above ground level,using 5.0 pat top chord dead load and 6.0 psi bottom chord dead load,row:in,from hurricane aceant/no,on an occupancy category I,condition I enclosed budding,of dimanelona 451t by 24 ftwith exposure C ASCE 7.93 per BOCNANS196If end verticals or cantilevers exist,they are exposed to wind,It porches exist,they are not exposed to wind, The lumber DOL hctease Is 1,3S,and the plate grip Increase Is 1.33 3)Spel/ai previsions shall be made by the building designer to allow for 0.89in of horizontal movement due to INe load and 1.23in due to total Iced, 4)All p;ete8 are 1420 plates unless otherwise Indicated. 5)Bearing at)olnt(s)I,9 conelders parallel to grain value using ANSI/TM 1-1995 angle to grain formuin. Building designer should verify Capacity c4 hearing surface. 6)Provde mechanical connection(by others)et trues to bearing plate capable of withstanding 165 lb uplift at)alnt 1 and 165 lb uplift at joint 9. 7)This truss hos been designed whir ANSOTPI 1-1995 criteria. LOAD CASE(S)Standard ) • FIFcEivED C1)9'....- "ID\ ft '16 TOWN OF QUEENSBURY '0I;b i0µp*‘. BUILDiNO AND CODE Aril 29,1999 • u1111111111111111 ®i - . u , I ,. . A/WM421I rG-V r{py designpaaauea.tens and READ Dimmed ONTtllrs AM)REVERSE SIDE REPOSE USE. �Imre Design valid for use only with MR IIn ex connectors,This designbased only upon patamele shown,and Isbu fat on Individual lling component to bo Installed and boded vetticaity, Applicability of design parameters and proper Incorpotatlon of component la tesponsibitty of building designer-not buss . '.p. designer,tracing shown Is lel lateral support of Individual web members only,AddMonai fernpotary bracing to Insure stabtlly during ecnstruetbn'a the -h, tesponetblIIy of the erector.Additional permanent bracing of the Overall structure b the tespanelblity of the building designer.Pal general guidance - -_ regotdinsl fabticoilon,qualify cannot stotape,delivery,election and blacing,consult Q67-8I Quality Standard,D92.80 Bowing Specification,and HII.01 9�r�p iTeke Hoondllne Moiling and Bracing Recommendation civets:bk.Irom'husif Mile Institute,583 D'Onohb Drive,Madison.WI 53719. GENERAL INSPECTION REPORT P29/2 Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 ay Road 3 Queensbury,NY 12804 Arrive am/pm Depart am/pm Inspector's ' ials -30-------- NAME: PERMIT# ) LOCATI : DATE TYPE OF STRUCTURE: � i Cjilky fi I RECHECK / N/A YE/5'NO COMMENTS Footings/Piers 41 I Monolithic Pour Form ./ Reinforcement in Place iff The contractor is re ionsible for } providing protection om freezing I for 48 hours following a placement of the concrete. I Materials for this purpose on itel Foundation/Wallpour ' Reinforcement in Place ' Foundation/Dampproofing ,/ Backfill Approval I' \ Plumbing Under Slab 1 \ Plumbing Vent/Vents iniPlace Rough Plumbing �t PK,o v i bE U-DRI j CC,3 CC 4-1- 'Fv(k 6 7—E E-< Heating Rough-In 1 Insulation \ 6 I ,US i�i-64A- rl 00 Foundation Wall Interior R- Foundation Wal Exterior R- \ Floors R- \ Walls R- Ceiling R- Duct work or ping in unheated space R- Pro r Vent, Attic Vent N • ming '(Jack Studs/Headers Bracing/Bridging ✓/ 045 (32 I r.5� '' , -- Joist Hangers / �J Jack Posts/Main Beam �/ I57-11 c.c- -- Air Infiltration Barrier �u l C_Y 10�1/— A c-L�QUS 5 Fire Separation 1, 2, 3, hour t P� - , 5 �� �G—CS. Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: 9*0 Building& Code Enforcement 742 ,ay Road Queensbury,NY 12804 Arrive am/pm Deparg, am�pnl. Inspector's Initials 4 NAME: G- PERMIT# 3 LOCATION: DA (r TYPE OF STRUCTURE: ( fj 1rC%C- RECHECK N/A YE NO COMMENTS tings/Piers ((�� Monolithic Pour Form / pTC, 6 �= o 0-1- 1 r3C.0 5 1'1 ei2 S Reinforcement in Place y� The contractor is respons'•le for providing prr tion fro-1freezin for 48 hours .ljwing ,i s e .1. - ent of the concrete. Materials for this purpos• on site Foundation/Wallpour Reinforcement in Place Foundation/Dampproo i,ng 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 Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT ) . Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive 1'„:2 a Depart ` spector's Initials NAME: ( Y � 4 �� PERMIT#, LOCATION: �-�, � DATE : `�'1 TYPE OF STRU : ( A1 �� '�, RECHECK N/A YES NO COMMENTS Footing "'ers Monoh:ail °4u Form Reinforcement i i Place The contracto is respo ible for providing pro tion fr• • freezing for 48 hours fo owing th- .lacement of the concrete. Materials for this p is.se on site Foundation/Wallpour 0,..0M Reinforcement in Place Foundation/Dampproofin 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 Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road Queensbury,NY 12804 Arrive � ,a �f�.✓ Depart = ..; el_ Inspector's Initi �C _ NAME: CD ( CS 52� PERMIT# � 1 LOCATION: �<sN. �cL DATE : �, TYPE OF STRUCTURE: C 'o.�� RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour rm Reinforcement in ace The contractor is ible for providing protection mg for 48 hours following e placement of the concrete. Materials for this purpo on site Foundation/Wallpour L;)Ly3t4S5 / 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 Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping °\1)11-\ GENERAL INSPECTION REPORT Town of Queensbury4 n Dept. of Community Development Date inspection request received: ) Builds g& Code Enforcement 742 ,•ay Road Queensbury,NY 12804 Arrive'-CD a 1pm Depart �/ .�p Inspector's Initi Q J NAME: J� 5�° PERMIT# " '��` 3 ' LOCATION: DATE : TYPE OF STRUCTURE: , r-4,t � /JC,�-c�L RECHECK N/A YE NO COMMENTS I Mono i, • 'our Form Reinforcement in'Place The contractors respo s .ible :or providing protection fro freezing for 48 hours follwing e placement of the concrete. Materials for this p`'s on s' Foundation/Wallpour Reinforcement in Place Foundation/Dampproo,, 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 Beam Air Infiltration Barrier Fire Separation 1, 2, 3, hour Penetration Sealed Fire Wall 2, 3, 4 hour Firestopping 3?N\GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 Bay Road ) Queensbury,NY 12804 Arrive am/pm Depart;/ _ J Initials , NAME:Calf` c . _c, ),et i�7 _ PERMIT# 1 LOCATION: '`--k.�--% ✓ DATE . r 5 TYPE OF STRUCTURE: `--r} cc,r\ '\ ‘\�i.An RECHECK N/A YE O COMMENTS 1 ootings/Piers �v4 i: rl 4( 1 , nolithic Pour Form v fl N (5, k 6E___ sE. S .✓C i IC— Reinforcement in Place The contractor is responsibl for providing protection fro free ing for 48 hours following e plac ment of the con te. Materials for •' purpose n Si Foundation/Wall ur Reinforcement in Pl Foundation/Dampproofing Backfill Approval Plumbing Under Slab Plumbing Vent/Vents in Place Rough Plumbing Heating Rough-In Insulation Foundation Walls Interibr 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 hour Firestopping GENERAL INSPECTION REPORT Town of Queensbury Dept. of Community Development Date inspection request received: Building& Code Enforcement 742 ay Road Queensbury,NY 12804 Arrive 3= am/pm Depart am/pm Inspector's Initials NAME: Ga /6.,-( PERMIT# 9_J , LOCATION: DATE : �/ a , TYPE OF STRUCTURE: RECHECK N/A YES NO COMMENTS Footings/Piers Monolithic Pour Form Sy s I /fra 44(1 Reinforcement in Place ��° The contractor is responsibl for /c�/A providing pro tion from ing .J for 48 hours fol o g the p acement of the concrete. Materials for this purpose 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 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 0 I 2 30' 2 I N 2 * — 2 .4,A5 Gc7 x I ti-f- -- I �I � � O II N� � .I r � V A -r' 1 %l A I . I 1 1 r V. O v W 1 I 1 1 I m� I I L 30' .IIO . AQ VN ME A /- /�o D. C. , 9�/2 P/TC.�-/, �G/�j�j0�2� T,P✓�j � io Z59 61,2 X , A✓ ZOAa l'E. �T,4MP� , INn 4fr/�E /Pt�vicE.� 4 GAS ✓. ANG 44'�),e �T,< 4P� �5�,.. �►G/Nl> T� 6,E O N 3o 2- Z 1/eN`lA - /OGt AT f'E ,C — - ---- EXr G,C c 4 5AAyAZ. r jaO I 301 � I I i 24 24 - J8' T/ Un/ A -A VA T/oN �4)106 L 2'E,W t /O ,x 900 �-l2 G,QovT T./2 `2 2 7 OPEn/ .5PAIV I �56-4M 6A7149105 /- Go�✓c.PETE 3Gb0 �S / 2 o!5"VE 60 I.6.6tARS Gos4 -r ALL 4 - Moll - 6kov7- To z- E ✓�G �'�,4M� TOWN Ba sed onNouEURY r limited examination, l�RTMENT — — cempliance with our comments shall not be construed as ind'Icating the ... plans and specifications are in full t" Q U E , ,. L.r Y compliance with the code. FILE co PY =2 W STATION , ' REO DESCRIPTION j N v •��.••�,` + - Y 430 00.0 • • ­57E� z_ 1i:::1CA1W1A16 GOle ,Coo,'C-M3: G & CQ PT. - `JLfl BY r /) RECEIV D APR 14 1999 TOWN OF QUEENSIBUQY BUILDING AND CODE BUILDING MATERIAL DIMENSION SHE. GFXAT ES.CAPE. Lake. George, N.Y. ITEM �' DwG. NO. GO—CART TRACK APR - 9 1999 DRAWN CHECKED DATE � ' (� !CALL ' Frank C'. Hardick. P.E. —960 S0. GLENS *FALB. NEW YORK Dwe.No. cr a w t a ro cn w v L Q) LL- U] Y L) 4 N D1 C r+ 3 / 3 / \ 225.14 PS 8' WIDE MAINTAINENCE BUILDING`+ i / \ \ ACCESS ROAD x 219 X 21135 CONCRE + 224.521136 PAD 225.31 �* I 224.94 \ + / X 213.17 x 117.33\ x v DROP �s�` \ /+ x 224.09 x 21a0e I ' / INLET, =7.pW�E REMSECTIO )f 1 PA Zap l9E TIRE RAIL SYSTEM - Ft)f;r- 224 x 2ILM MANT\x ENCE ROAD 22Q �CK � SUPPORT fNX 3.64 SED 300 GALL04-FUEL STORAGE _ 227. II / //4A1414, TANK RESTS ON A1V-91-x.-Z' a03 ROPOSED FENCE 1 1 RUE PAD IN CONFORMANCE WITH81 x 22a80 R 48ULK FU42fipRAGE 225.29 X 212.64 O"ATIONS. CONCRETE PAD SHALL x 227. ` \ �Et9NFINED WITHIN A g HffGH CHAIN x 227.2 O x23St2 X222. X 23Z37 ' \ \ \\\ D -24: x 24' x x 226. • 'MA�OTMNELO JWILDING TO BE x 21Z05 �OCA"rE'D- BEEN -BOBSLED ON. 52 x 227.50 Q \ TRACK AND \ .53 _ x 229.95 I Alkin \ ` \ x 216 67 \x 226. X 226.11 x 226. \ 227.76 \ x 227. X 222.95 X 227. x \ / \ \ X 212.36 � / / \ \ X 2 a31 ' \ .73 t2'Ci11( t I\ TART BUILDING x � U4KS I 1 \ 226•97 2a TIE PROPOSED FENCE INTO I x 53 X 22a27 EXISTING FENCE AT THIS POINT x 212 3 i + \ PF 212 \ X 226.77 •8 \ I \ � (diQUlp x \ 13 \ !21 3 � �' • x x 21Z6C E x o •wcbw 10 \ EU LINE - 8' WIDE 225.95 + 4 22 4 \ sz x 220.3¢ \ DIR - TO SEPERATE AMPLAVS 214.11 VI�fPEDES�R TRAFFIC FLOW I I x 22s7.22 x liliiiiv �, X 220.1 \ 215 \ O I x 225.85 X 224 221 x 04 C i^ ( =38 \ � o x x 225.57 223.77 �(2t6.64 I x 22e. x 21 I b PS X 4. alp x 226.2�1, t607 x 226. i EARN& x DNGiR\4T SHALL FOLL �2iilC � � x �� MOLE8.,7 LINE XI� \I� N CE TO � � � \ \ 94 \ \ \ 11l1t PA 4.59 x 4. 4. X �68 X 2 ��(0 9.06 � \ x 227.06 X 19. \� y \ \ x 23Z I S7EL 91x 23• SE \ \ v. I Eu- Z �� 96 t???Ari \ \ I \ x 226. x 225.26 i x 223 25 223.57 223.40 \ 2Z0 \ O \ _ 223 Ilk 221 x- \ %(� \ ` 222.17 (AWCM \ x \x 13 \ x 226.03 \AT 810MOM r� \ �C 226.9e x 23>! 9 I 0or OW �a \ \\ \Z t 22646 22a5 \ \ \ Z x 22?.27 80 r A/ or \ \ rt ^ F` ipC` 7 'x IL s. 367.56 \ \ 41 x x 226.65 226.51 �`�jx �P/pF 2' x 226.0 2?J \ x EDESIGNED QUEUE AREA FOR �'y� t - PIRATE SHIP i x22144 / GZ� x 231. 224 X\2*3\5 0 x 225 j XAV 63 x 225.✓!6 � ` 7 22595 I 1225.30 � 30 \ 91 1225.83 ` 7.68 2 4i X , x 225.83 X 22L X 226.34 I n�\\ I I I 235.90 � X e �\ X 226.2 x .28 x 227.43 ! 226 23 ` x 227.36 / All FRAME 29. IBV�O�G X 2 � 06 i 95 10 � X 22LOO X 225.53 ell ers I \ 0 x 226. /229.10 / I �\ ORCH CONCRETE x xmv 0.5, OF X,i) X 225.5s / // ! 'x 230.27 / CICE SURFACE / / 228.04 X 226.22 • x 225 77 / / Ali, 226 78 x 230. / } \ PLANT STONE PROPOSED�2�3 L.F. i�j"r AINING WALL x x 2�ts / \ ISL4N0 \MASONRY iAVERAGE fiEIGHT 3 FEET X4 2 � \ WALL / MAXIMLIW HEIGHT^= 5 FEET + X 225 G / / x 230.53 232.53 / TIE RE�ATED FEN& SECT; \+ x �� /231.03 / k INTO' EXISTING FENCE AT THIS \ fob / 1 N T \+\ x 229.7 x j* // / V 1 , / / R CURB AN�DtVK?301s / , / / jk 1► \ x --/ -SMnAE X231.34 /I, 22LOI 233 bj \' �1.2.2 /Ar U4C4a4,„ ;\*X 231.E / / / / / x 234.05 2M.52 _ � \ \ , / + � ��� GRAPHIC SCALE X 23t 00� 2M.02 \ / +\ X 231.M / \ \ +38laof \ \+ x 234.35 as x 232. \ \ \ \ '\+Ar IN FED!' \ \ \ \ +\ r inch = 20 tL \ \ x P6.63 \ +\ 1240.55 1 STI ON AL LAYOUT \ D RECEIVED APR 14 1999 rB�DING AND CS9URY ODE A