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AST-0392-2023 Office Use Only ACCESSORY STRUCTURE Permit#: A�- 0'n2- - ZO 73 Town ofQuee b ry PERMIT APPLICATION permit Fee:$ 2ZO 742 Bay Road,Queensbury,NY 12804 Invoice#: �� 1 P:518-761-8256 www.aueensbury.net Flood Zone? Y Reviewed By: EVL� Project Location: 1172 State Route 9, Queensbury, NY 12804 Tax Map ID #: 288.20-1 -20 Subdivision Name: Six Flags Great Escape PROJECT INFORMATION: TYPE: ❑ Residential ® Commercial, Proposed Use: Shade Structure STRUCTURE: ❑ Boathouse (with or w/o sundeck) ❑ Canopy ❑ Carport ❑ Cell Tower ❑ Deck ❑ Detached Garage (>300 s.f.) . ❑ Dock ❑ Gazebo ❑ Pavilion ❑ Pole Barn ❑ Porch ❑ Ramp ❑ Shed (<300 s.f.) ❑ Solar Panels (w/o rafter upgrades) ❑ 3-Season Porch 9 Other:Pergola SQUARE FOOT F STRUCTURE: � � � � � �!, 1st floor. 430 �/' 2"d floor: 0 JUL 0 5 2023 Total square feet: 430 TOWN OF OUEENSBURY BUILDIN &CODES Brief description of scope of project: Pergola construction for the queue area at the Hospitality building in the front gate area. Accessory Structure Application Revised June 2022 ADDITIONAL PROJECT INFORMATION: 1. Estimated Cost of Construction.$20 000'00 2. Are there any structures not shown on the plot plan? ❑ YES NO Explain: 3. Are there any easements on the property? ❑ YES W .NO DECLARATION: 1. 1 acknowledge that no construction shall be commenced prior to the issuance of a.valid permit and will be completed within a 12 month period. Any changes to the approved plans prior to/during construction will require the submittal of amended plans, additional reviews and re-approval. 2. If,for any reason,the building permit application is withdrawn,30%of the fee is retained by the Town of Queensbury.After 1 year from the initial application date, 100%of the fee is retained. 3. If the work is not completed by the 1 year expiration date the permit may be renewed, subject to fees and department approval. 4. 1 certify that the application, plans and supporting materials are a true and a complete statement and/or description of the work proposed,that all work will be performed in accordance with the NYS Building Codes, local building laws and ordinances, and in conformance with local zoning regulations. 5. 1 acknowledge that prior to occupying the facilities proposed I, or my agents, will obtain a certificate of occupancy. 6. 1 also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above: PRINT NAME: Rebecca Wood SIGNATURE: DATE: . Accessory Structure Application Revised June 2022 CONTACT INFORMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL • Applicant: Name(s): Six Flags Great Escape Theme Park Mailing Address, C/S/Z: 1172 State Route 9, Queensbury, NY 12804 Cell Phone: (518)364-7601 Land Line: (518)824-6000 ext. 4050 Email: dmularz@sftp.com • Primary Owner(s): Name(s): Six Flags Entertainment Corporation Mailing Address, C/S/Z: 1000 Ballpark Way Arlington, Texas 76011 Cell Phone: N/A Land Line: (707)644-4000 Email: N/A 2/check if all work will be performed by property owner only • Contractor(s): (List all additional contractors on the back of this form) Contractor Name(s): Contractor Trade: Mailing Address, C/S/Z: Cell Phone: Land Line: Email: "Workers' Comp documentation must be submitted with this application" • Arch itect(s)/Engineer(s): Business Name: Haanen Engineering Contact Name(s). Hemal Gowala Mailing Address, C/S/Z: 254 Bay Rd, Queensbury, NY 12804 Cell Phone: N/A Land Line: (518)793-7444 ext. 32 Email: Hemal Golwala <hgolwala@hjhllc.com> Contact Person for any questions regarding this project: Duncan Mularz Cell Phone: (518)364-7601 Land Line: (518)824-6000 ext. 4050 Email: dmularz@sftp.com Accessory Structure Application Revised June 2022 ,e SITE DATA S m AX MAP NUMBER:288.20.1-20 ZONING DISTRICT:RC 238 AC -- - - �•^'•••• ^^-•-•• ---`� AREA OF FRONT PERGOLA:490 S.F. 3 AREA OF REAR PERGOLA:430 S.F. k ANTICIPATED SITE DISTURBANCE DURING 3 �,� • CONSTRUCTION:1,500 SF - Q.... 'i•, NOTE - eti....�- - -- -���.- ���•„•� C E3HOTORGN SENMUflEAILGONSTEDRU ACTNRY SONS RO CTJON ACT M ES 3 SOC OLLUTED RUNOFF FROM j - ____ r•• `-�:•T• Y PROJECT°AND TAKE ACTIONS TO P ANEVENTANYTHE POLLIfiON $.. . . _ • ^.=.�---��.�—^^—^�=` •"•- > OFWATERWAYSONTNEGREATESG PROPERTY,0. - -i • —_-=�_- _ _-__ -~-Yr � mnarosmncnr aoorx necou.o<nnon u..uA , __ Q•... 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'!Y yry W.r Location............ �'�..��... /L7 `f.........---•.......... ..................C....aerg ........... ; • ; '� ;'��2 t': Installation Consisting«l'... ..1..'.° g�!l!�... �7�� � a rI .....� _, rr,.......... + .. ! ; j t-7••' ;.. r.r r.r,......... .......... .........................................rrrrr..r.......................... ...rrrr� ............................r...r................ ,rr.r.. y.T� ibisu ed By.. m.....................,...:.........................,.....L1C. ... Tile r:0Jtdi[ions tl+lluwinl:guVrotncd 11°e iSsuaace of this Cortifieale,and any eertilicalC previously issued is i cancelled:.- ! ' A 'this ecrtilicn°o only eudeiy the electrical equipnient and installation cLwditions is of(laic. Upon Clio, i introduction of addititinal cc(uipmont or al[eruilone,applicatlun shsll be pruittptly made for inspoctio°t.: . !,., lnspcctors of tiro Company shill have the privilege of meki+ig iotipecdons at any mnc. and if its. rules are violated,the Company'shall havo dw right to revoke this eertilicatc. `" bate....... 7." ', ...., ..�..... ...., INSPECTOR ;. Memher•N.F.P.A.,lA.E.1,. ... X�n�n`'•'•. Y� _.__. .... . r 85�5ti 6z0Z18Z/L0 TO �Obd l7 awm NOH b89t86� Im B solSO2 EXIST. FENCE EXIST. RETAINING WALL CAP STONE '='. L-x 2 ' -0' DM.SONOTIJBL; T/ SONOTUBE EL (-4n (TY'. AT 4 LOCATIONS) SEE TYPICAL DETAIL ON S02 . ... ............. EXIST.FIRE EXIT SPIRAL STAIRS EXIF,7. tb' CONCRETE FOUNDATION WALL SCALE 3/8'-V-O' REFERENCE MATION NOTE: 0, , SGI, (;_E =A, kt 15' G" EXIST. FIRE D SPIRAL STA A L 3 1/2" BRICK REAR PERGOLA FROING PM SCAM, 3/8'-V-0' eil 0. kSlGTICl-S A AND 0 FOR FRA M ING MEMBER ELEVATIONS. 1 [ PAINT NOT" 'EDO -C TO BE PAINTED ESCAPE'FEE El - STANDARD 21'-6' OUT TO OUT m T 1!LLLLLLLJA- 2XI2 P.T. SYP#2 DROPPED KAm (2) 202 P.T. S1PJ2 DROPPED BEAM N. ADA COMPLIANT 11DOW DIST. FENCE 6x6 P.T. SYP#2 T/ NEW 7'-0' LINE POST (RP.}ADA WINDOW EXIST. FENCE EXIST. —GRADE 2'-0' •2'-0" 9'-4' 2'-3 V-3• 11 1/2* — q.-O. (REF.}V-11 (RE SECTION \Sp�JISD SCALE: 1/2"=1'-O' 3 EQ. SPACES AT 4O.0 I - - -------- 10' TYP. U.N.O. 6.6 P.T. SYP12 POST SIMPSON MPB66Z GAY. POST BASE OR EQUIVALENT (INSTALL PER MANUFACTURER'S INSTRUCTION) GRADE EL VARIES T1_SONOTUBE FIE 4� No.3 TIES 0 (8) Na.6 BARS VERTICAL 2'-0' OW. SONOTUBE 2' -0' DIAL SONOTUSE (8) No.6 EARS VERTICAL kil2p 4 3 1/2- 3/4' GAP 6x6 P.T. SYP#2 POST EXIST. 20 STUD WALL EXIST. BRICK VENEER SIMPSON MP866Z GALV. POST BASE OR EQUIVALENT D. . PER MANUFACTURER'S INSTRUCTION) GRADE L,SONOTUBE EL (-41 ±8' TO CLR POST WE 2'-0* DIA. SONOTUBE AT (5) ND.6 VERTICAL REM No. 3 TIES .4 EXIST. ±8' FOUNDATION WALL (FIELD VERIFY) DRILL AND GROUT (6) No.4x1'-4' I.C. REBARS INTO EXIST. FOUNDATION WALL W/ MIN. 4' EMBEDMENT DRILL AND GROUP (2) N..4x1'-4" LO. ±4' RERkRS INTO EXIST. FOOTING "'"(MELD VERIFY) W/ MIN, 4" EMBEDMENT (FIELD VERIFY) —J (ESECTION SffT r'� HS.02 SCALE: 1'=I'-O' (—B SECTION k,tl�k2l SCALE: 1/2•—V—O' (5) N..6 VERTICAL 2'-0* DIA. SONOTUBE; RMARS C T/ SONOTUBE EL (-41 902SO No, 3 TIES 6X6 P.T.SYP#2 POST DRILL AND GROUT (6) N.A.V-4' LG. EXIST. ±V-S' FOOTING REBARS INTO EXIST. FOUNDATION (FIELD VERIFY) WALL W1 MIN. 4- EMBEDMENT ---------------------- ----------- I ------ - — - — - — - — - — ---- — - — - — - (FIELD VERIFY) DIST. ±8' FOUNDATION WALL (FIELD VERIFY) &AI� S01.2 SCALE I. ' -O' /2. EXIST, BRICK VENEER-, NOT SHOWN FOR CLARITY EXIST BRICK VENEER LB"0'0/8' GALV. STEEL LINTEL CONTRACTOR TO CHIP-' EXIST. MORTAR JOINT TO INSERT NEW ANGLE UNTEL - - ------ ---- 6. BEARING -------------- - -------- 7'-0' OLD. OPENING '4 SE�CTION SCALE, 1 1/2' LO. EXTERIOR SCREWS .T. SYPJ2 4S AT 6" D.C. EXIST. BRICK VENE L6'x4x3/8 " Gh STEELLINT 7, (6- BEARING EACH SIDE) IKIST. 2x4 STUD WALL FIELD VERIFY) N4 TOP PLATE BEARING D AIL 1) CONTRACTOR TO TEMPORARY SUPPORT EXISTING FRAMING AS REQ'D BEFORE REMOVAL OF EXISTING STUD WALL & BRICK VENEER FNQ�TE: INTERIOR SHEATHING NOT SHOWN FOR CLARITY EARTHWORK NOTES: 1. PROTECT CONCRETE BASEMENT SLAB, CONCRETE PIER FOUNDATIONS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, OR OTHER HAZARDS CREATED BY EARTHWORM OPERATIONS . 2. CONTRACTOR WILL PROVIDE, OPERATE, AND MAINTAIN ALL REQUIRED DEVICES TO PREVENT SUBSURFACE OR GROUNDWATER FROM ENTERING EXCAVATION AND FLOODING PROJECT SITE AND SURROUNDING AREA WATER SHAUL NOT BE DISCHARGED DIRECTLY 190 ANY STORM DRAIN OUT FIRST REMOVING 2KB P.T. SYP#2 SUSPENDED SQUIDS USING FILTERS, FILTER CLOTHS, OR HAY BALES. PUR11111 AT I' O.C. 3. COMPLY WITH LOCAL CODES, ORDINANCES, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION TO MANTAN A STABLE EXCAVATION. 4. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 4 INCHES IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS. S. PLACE BACKFILL AND FILL MATERIALS EVENLY ON ALL SIDES OF STRUCTURE TO REQUIRED ELEVATIONS. PLACE BACKFILL AND FILL MATERIAL UNIFORMLY ALONG THE FULL LENGTH OF THE STRUCTURE (2) 2A2 P.T. SYP#2 BEAM 6. COMPACT SOIL TO NOT LESS THAN 95 % OF MAXIMUM DRY DENSITY ACCORDING TO ASIR D - 1557. #100 1/2' LG. EXTERIOR 7. COMPACTED ENGINEERED STRUCTURAL FILL SHALL CONSIST OF SCREENED, WOOD SCREWS (TYP.) CRUSHED GRAVEL OR CRUSHED LEDGE ROCK CONFORMING TO THE FOLLOWING (4) 5/8- GA. HEX DOLTS F�� GRADATION. W/ NUT AND WASHERS IDO% PASSING 3' SIEVE • 80-95% PASSING I' SIEVE • 45-75% PASSING 1/2' SEE 6x6 P.T. STP#2 POST • 30-60% PASSING 04 SIEVE • 10-40% PASSING #40 SIEVE • 0-7% PASSING #200 SIEVE CONCRETE NOTES: I. IN GENERAL, ALL CONCRETE WORK SHALL CONFORM TO ACT STANDARDS, SPECIFICATIONS, AND RECOMMENDATIONS. 2. FORMWORK: ACT 347. 3. PO CEMENT: ASTM C150, TYPE I OR 1. 4. AGGREGATES: ASTM C-31 5. REINFORCING: ASEM A615 DEFORMED BARS, GRADE 60. 6. MR ENTRAINING ADMIXTURE: ASTM CM. ALL CONCRETE TO BE AIR ENTRAINED 4% TO 6%. 7. WATER REDUCING ADMIXTURES: ASTM C494, B. WATER: POTABLE. 9. CONCRETE TO BE MOIST CURED FOR NOT LESS THAN 7 DAYS LMUZING A WETTED BURLAP. 10. NORMAL WEIGHT CONCRETE TO HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A MAXIMUM WATER/CEMENT MATERIALS RATIO OF 'P. 11. MAXIMUM CONCRETE SLUMP TO BE V. 12. READY -MIX CONCRETE: ASTM C-94. 13. HOT WEATHER CONCRETE-. ACI 305. 14. COLD WEATHER CONCRETE: ACI 306. 15. CONTRACTOR TO EMPLOY A TESTING AGENCY TO PERFORM CONCRETE TESTS AND TO SUBMIT TEST RESULTS AS FOLLOWS: • COMPRESSIVE STRENGTH TESTS: ASIM C39. • ONE SET (4 CYLINDERS) AT A MINIMUM FOR EACH DAYS POUR UP TO 25 CY PLUS ONE SET FOR EACH ADDITIONAL 50 CY PLACED IN ANY ONE DAY, • ONE SPECIMEN TESTED AT 7 DAYS • TWO SPECIMENS TESTED AT 28 DAYS • ONE SPECIMEN RETAINED FOR FUTURE TESTING. 17. IMMEDIATELY AFTER THE REMOVAL OF FORMS, CONCRETE THAT IS EXPOSED SHALL HAVE ALL PROJECTIONS AND IRREGULARITIES CAREFULLY REMOVED AND ALL cAvffEs FILLED WITH MORTAR OF THE PROPORTION USED IN CONCRETE. tB. ALL EXPOSED EDGES OF CONCRETE TO BE CHANIFERED 3/4- W'ST. 2�4 STUD WALL IF OMEN WES FLOOR TRUSS AND ATTACH TO IT USING (2) ad TOE NAILS) ?n4 J4nV_"m_tTYR)__h STEEL NOTES: 1. ALL STRUCTURAL STEEL TO BE IN ACCORDANCE WITH MSC STANDARD SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION. 2. STRUCTURAL STEEL PLATES, ANGLES, AND CHANNELS: ASIM A-35. 3. HIGH STRENGTH STEEL BOLTS: ASTM A-325. 4. STRUCTURAL STEEL TO BE GALVANIZED AS PER THE FOLLOWING: • SURFACE PREPARATION: THE MATERIAL SHOULD HE CAUSTIC CLEANED, IF REQUIRED, AND PICKLED TO SSPC SPB (OR ALTERNATIVELY BUST CLEANED TO SSPC SIPS WHITE METAL) AND FLUXED IN AN AQUEOUS SOLUTION OF ZINC AMMONIUM. GALVANIZE STEEL MEMBERS, FABRICATIONS, AND ASSEMBLIES AFTER FABRICATION BY THE HOT DIP PROCESS IN ACCORDANCE WITH ASTM A123. • GALVANIZE BOLTS, NUTS, AND WASHERS AND IRON AND STEEL HARDWARE COMPONENTS IN ACCORDANCE WITH ASTM A153. • HANDLE ALL ARTICLES TO BE GALVANIZED IN SUCH MANNER AS TO AVOID ANY MECHANICAL DAMAGE AND TO MINIMIZE DISTORTION. • BOLTED CONNECTIONS SHALL BE DISASSEMBLED PRIOR TO GALVANIZING. ALL DRIPS, SPATTERS, RUNS, OVERBUILD, AND SHARP AREAS TO HE HAND -FILED SMOOTH. • COATING WEIGHT: GONFORM TO PARAGRAPH 5.1 OF AGIN A123 OR TABLE I OF ASTM A153, AS APPROPRIATE. • SURFACE FINISH: THE FINAL. COATING SURFACE SHALL BE CONTINUOUS, REASOWJ&Y SMOOTH, MONOCHROMATIC IN COLOR AND AS EVENLY DISTRIBUTED AS POSSIBLE AS PERMITTED BY THE SIZE ANDS OF THE OBJECT BEING GALVANIZED. THE GALVANIZED PRODUCT SHALL HE FREE FROM UNCOATED AREAS, BUSTERS AND OTHER SURFACE APPEARANCE /ADHESION DEFECTS. • ADHESION: THE FINAL, COATING SHALL WITHSTAND NORM HANDLE OF THE OBJECT WITHOUT DAMAGE THE SURFACE FINISH INCLUDING PEUNG OR FLAKING. • REPAIRS TO CORRECT WE AREAS RESULTING FROM FAULTY GALVANIZING MAY ONLY BE DONE IF AREAS ARE INFREQUENT, SMALL, AND SUITABLE FOR REPAIR. REPAIRS SHALL CONFORM TO ASTM A780, METHOD A3, MEIALIZING. THE THICKNESS OF METAUZING SHALL EXCEED THE THICKNESS REQUIRED FOR THE ADJACENT MATERIAL THE REPAIR SHALL BE TESTED FOR ADHESION AND FINISH SO THAT THE APPEARANCE IS SIMILAR TO THE ADJACENT GALVANIZING. • REPAIR DAMAGED AREAS BY ONE OF THE APPROVED METHODS IN ACCORDANCE WITH ASTM A780 AND THE PRODUCT MANUFACTURER'S INSTRUCTIONS. THE MINIMUM THICKNESS REQUIREMENTS FOR THE REPAIR METHODS ARE AS FOLLOWS: -ORGANIC ZINC RICH PAINT (E.G. GOLD GALVANIZING COMPOUND) COMPLYING WITH DOD-P-21035, (FORMERLY MIL-P-21035) OR MIL-P26915; 4 MILE. -ZINC-REPAIR SOLDER: 4MILS. -SPRAYED ZINC: 4 MILE. SIX FLAGS - GREAT ESCAPE TICKET BOOTH - REAR PERGOLA STRUCTURE FRAMING SECTIONS, DETAIL, AND NOTES IAANEN ENGINEERING, p 254 Bay Road (518) 79 Queensbury, NY 12604 (518) 79 Civil& Environmental Engineering May 22, 2024 John O'Brien Town of Queensbury Building & Codes Office 742 Bay Rd. Queensbury,NY 12804 data ar)c u ,�ta�l�u Y t� i Re: Great Escape—3rd Party Construction Observation Of Front Entrance Ticket Booth Pergola JE#: 01-054.84 Dear John: This letter is to certify that representatives from this office have visited The Great Escape to observe construction of the Front Pergola(west side) at the Front Entrance Ticket Booth. Based on our field observations and reports from Great Escape staff,it is our belief that the Front Pergola has been substantially constructed in accordance with the design plans prepared by Haanen Engineering, LLP, entitled, "Six Flags Great Escape Ticket Booth—Front and Rear Pergola, Rev A `issued for permit', dated 3/23/23. Note: I am told the construction of the Front Pergola depicted on the design plans will be constructed at a future date,potentially this fall. If you have any questions, please do not hesitate to contact us at 518-792-2907 or via email at Sincerely, RU HOLMES Engineers, PLLC Robert U.Holmes 11,P.E. Principal/Senior Project Manager Ecopy(ies): Dean Hyatt—The Great Escape Duncan Mularz—The Great Escape Mark Smith— Queensbury Codes Hemal Golwala—Haanen Engineering, LLP F:IDataFzle12001 Project Files I Grt Esc Proj 101-054 Great Escape Venues 101-054.84 Front Enhance Peigolos 101054.84 240521 Front Enhance -Front Pergola Cert Letter.docx 12 E. Washington Street Glens Falls, New York