01054.87 240523 Bobcat Shade Struct Cert Ltr Bndr
______________________________________________________________________________
12 E. Washington Street (518) 792-2907
Glens Falls, New York
May 23, 2024
John O’Brien
Town of Queensbury
Building & Codes Office
742 Bay Rd.
Queensbury, NY 12804
johno@queensbury.net
Re: Great Escape – Bobcat Shade Structure
JE#: 01-054.87
Dear John:
This letter is to certify that representatives from this office have visited The Great Escape to observe
construction of the Bobcat Shade Structure located in the queue line of the new Bobcat rollercoaster.
Based on our field observations and reports from the contractor & Great Escape staff, it is our belief that
the Shade Structure has been substantially constructed in accordance with the design plans prepared by
RU Holmes Engineers, PLLC, entitled, “Six Flags Great Escape Bobcat Shade Structure”, Rev 1 ‘Issued
For Construction’, dated 4/10/2024.
If you have any questions, please do not hesitate to contact us at 518-792-2907 or via email at
bholmes@ruhengineers.com
Sincerely,
RU HOLMES Engineers, PLLC
Robert U. Holmes II, P.E.
Principal / Senior Project Manager
Ecopy(ies): Dean Hyatt – The Great Escape
Duncan Mularz – The Great Escape
Mark Smith – Queensbury Codes
F:\DataFile\2001 Project Files\Grt Esc Proj\01-054 Great Escape Venues\01-054.87 Bobcat Shade Struct\Work Docs\01054.87 Rev 1 Bobcat
Shade Struct\Srce Files\01054.87 240523 Bobcat Shade Structure Cert Letter.docx
NOTE #
SEE DRAWING
# FOR NOTE
DETAIL #
SEE DRAWING # FOR DETAIL
DETAIL REFERENCE TAG:
NOTE REFERENCE TAG:
SECTION CUT DIRECTION
SECTION LETTER
SEE DRAWING #
FOR SECTION
SECTION REFERENCE TAG:
LEGEND:
REVISION INDICATOR:
1
D1
A
D1
NOTE: G-1
C1
X
TP #
PT # PERCOLATION TEST:
TEST HOLE:
EXISTING STRUCTURES/OBJECTS/UTILITIES
SURVEYED AND OR FIELD VERIFIED:
EXISTING STRUCTURES/OBJECTS/UTILITIES
NOT VERIFIED BY SURVEY OR
FIELD DOCUMENTATION:
PROPOSED STRUCTURES/OBJECTS/
UTILITIES:
LINE TYPE:
PROPERTY LINE:
TREE LINE:
SHORELINE/STREAM:
FENCES: CHAIN LINK, WOODEN:
SANITARY MANHOLE FIRE HYDRANT
WATER VALVE
UTILITY POLE
LIGHT FIXTURESTORM MANHOLE D
SWALE:
S
SITE LOCATION
GR
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SCALE: N.T.S.
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SIX FLAGS GREAT ESCAPE
BOBCAT SHADE STRUCTURE
1172 U.S. ROUTE 9
TOWN OF QUEENSBURY, NEW YORK
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EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL.
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PLOTTED:
ROBERT U. HOLMES II
P.E. # 082026
2024
SHEET: 1 OF 5
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COVER
03/20/2024 12:00 PM
PRO #01054.87
SITE LOCATION
GLEN LAKE
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STRUCTURAL DESIGN LOADS:
PER RESIDENTIAL CODE OF NEW YORK STATE
DESIGN LOADS:LIVE (PSF)DEAD (PSF)
FLOOR LOAD 100 15
GROUND SNOW LOAD 50 N/A
SLAB FOUNDATION SOIL-BEARING
PRESSURE (PER GEO-TECH REPORT)1000 N/A
WIND 115 MPH (3-SEC GUST)
NOTE: SEISMIC DESIGN CATEGORY "B".
SIGN
54'
15'-6"
8'-6"
5'-7"
PROPOSED BOBCAT RETAIL BOOTH
(SEPARATE DESIGN PACKAGE)
PROPOSED BOBCAT PORTAL
(SEPARATE DESIGN PACKAGE)
8'±
3,4,5
C2
PROPOSED BOBCAT
QUEUE LINE
5
D2
8'
20'
NEW
BOBCAT
COASTER
PROPOSED STAIRS AND PATH
(IN FEET)
020'10'20'40'2 SITE PLAN
SCALE: SEE GRAPHIC SCALE
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EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL.
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ROBERT U. HOLMES II
P.E. # 082026
2024
SHEET: 2 OF 5
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SITE
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03/19/2024 12:00 PM
PRO # 01-054.87
GENERAL NOTES:
G-1) MAP DERIVED FROM APPROVED C.T. MALE ASSOCIATES DRAWING SET LABELED "BOBCAT WOODEN
ROLLER COASTER" DATED: 11/27/2023.
RAMP PLANS PROVIDED BY HAANEN ENGINEERING, LLP TITLED "BOBCAT RIDE - HANDICAP RAMP
FOUNDATION PLAN AND NOTES" DATED: 11/06/2023.
G-2) CONTRACTOR TO LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION; CONTACT DIG SAFELY NEW
YORK (1-800-962-7962) AND RECORD FILE #. VERIFY BUILDING CONNECTIONS, LOCATION AND ELEVATION,
PRIOR TO INITIATING CONSTRUCTION; CONFLICTS OR DISCREPANCIES SHALL BE REPORTED TO THE OWNER
OR ENGINEER IMMEDIATELY. NOTIFY ENGINEER IMMEDIATELY IF SITE CONDITIONS ARE NOT AS INDICATED.
G-3) EXISTING STRUCTURES TO BE TAKEN OUT OF SERVICE SHALL BE REMOVED FROM THE SITE FOR
DISPOSAL AT A PERMITTED FACILITY, OR ABANDONED IN PLACE AND FILLED WITH INERT MATERIAL, AS
WARRANTED, PRACTICAL, AND/OR AS ORDERED BY OWNER.
G-4) ALL SOURCES OF DOMESTIC WASTEWATER ON THE PROPERTY SHALL BE PLUMBED INTO THE PROPOSED
WASTEWATER SYSTEM; CONTACT ENGINEER FOR GUIDANCE AS REQUIRED.
GRID
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P.T 6x6 ROOF COLUMNS
(GROUND CONTACT) (TYP.)
24"Ø CONCRETE SONOTUBE
(TYP.)
2
D1
3
D2
3
D1
4 D1
9'9'9'9'9'8'-9"
10'
10'
9'9'11'
FIELD VERIFY LOCATION OF POSTS
SIMPSON STRONG-TIE BASE ABU662
1'-6"
P.T. 2x6 RAILING
18"Ø SONOTUBE
P.T. 6x6 RAILING POST
(GROUND CONTACT)
2
D2 3
D2
6"
4'-4"
'BOBCAT' MAT FOUNDATION
'BOBCAT' MAT FOUNDATION
'BOBCAT'
MAT FOUNDATION
11'-3"9'9'9'9'9'
10'
1'-6"1'-6"
4'-5"
4'-5"
4'-5"
4'-5"
4'-5"
4'-5"
4'-5"
4'-4"4'-4"
9'-3"
4'-5"4'-5"
4'-3"
4'-4"
24"Ø CONCRETE SONOTUBE
(TYP.)
P.T 6x6
ROOF COLUMNS
(GROUND CONTACT)(TYP.)
3'-9"
4'4'
3'-9"
2'-4"
8'-9"9'
4'-5"9'8'-7"
9'9'
7'-11"
11'-8"
5'-10"4'-5"
4'-5"
14'-8"
6"
20'
54'
P.T 2x6 TOP GIRTS @ 6" O.C.
P.T 2x6 BLOCKING (TYP.)
(2)P.T. 2x10 DROP BEAM
(CENTER AND EACH SIDE)
P.T 2x6 BLOCKING (TYP.)
EXTENT OF
PERMEABLE PAVERS
P.T 2x6 BLOCKING (TYP.)
1'
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ROBERT U. HOLMES II
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2024
SHEET: 3 OF 5
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FLOOR
PLAN
04/08/2024 12:00 PM
PRO # 01-054.87
GRID
3 SHADE STRUCTURE COLUMN SPACING
SCALE: 1/4" = 1' (22x34)
SCALE: 1/8" = 1' (11x17)
4 RAILING POSTS
SCALE: 1/4" = 1' (22x34)
SCALE: 1/8" = 1' (11x17)
5 TOP/ COVER PLAN
SCALE: 1/4" = 1' (22x34)
SCALE: 1/8" = 1' (11x17)
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54'
9'
DROP BEAM / BOLTED CONNECTION2,4
D2
P.T. 2x6 TOP GIRTS
@ 6" O.C.
P.T. 6x6 COLUMN
(GROUND CONTACT) (TYP.)
RAILING1
D2
9'9'
18" Ø POURED
IN PLACE
CONCRETE
PIER
3
D2
PAVER BASE BY OTHERS
54'
9'
71 4"
6"
P.T. 2x6 SUPPORT GIRT
P.T. 2x6 KNEE GIRT
PAVER BASE BY OTHERS
P.T. 2x8 WALL GIRT(S)
RAILING
18" Ø POURED IN
PLACE CONCRETE
PIER
3
D2RAILING1
D2
DROP BEAM 2,4
D2
FLASH PASS ENTRANCE
9'
5'-9"±
4'-2"4'-2"
BOBCAT ENTRANCE
9'
P.T. 2x6 TOP GIRT(S)
RAILING
(GROUND CONTACT)
1
D2
P.T. 2x8
7' MIN.
4'-5"4'-5"
3'-6"
RAILING
P.T. 2x6 TOP GIRTS
@ 6" O.C.
10'10'
9'
P.T 2x8 WALL GIRT(S)
7' MIN.
5'-9"±
1
D2
24" Ø POURED IN
PLACE CONCRETE PIER
3
D2
4'-5"4'-5"
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PLOTTED:
ROBERT U. HOLMES II
P.E. # 082026
2024
SHEET: 4 OF 5
D1
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ELEVATIONS
03/19/2024 12:00 PM
PRO # 01-054.87
3
D1
ELEVATION FACING WEST
SCALE: N.T.S.
2
D1
ELEVATION FACING EAST
SCALE: N.T.S.
4
D1
ELEVATION FACING NORTH
SCALE: N.T.S.
STRUCTURAL NOTES
1) METAL FRAMING ANCHORS: CLEVELAND STEEL SPECIALTY CO., HARLEN METAL PRODUCTS, INC., SILVER METAL
PRODUCTS, INC., SIMPSON STRONG-TIE COMPANY, INC., SOUTHEASTERN METALS MANUFACTURING CO., INC.
2) FOR NON-LOAD-BEARING INTERIOR PARTITIONS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES: GRADE:
CONSTRUCTION, STUD, OR NO. 3. SPECIES: EASTERN SOFTWOODS; NELMA OR SPRUCE-PINE-FIR; WWPA.
3) ALL EXTERIOR WALL FRAMING TO BE 2X6 CONSTRUCTION WITH MAXIMUM STUD SPACING OF 16" O.C.
4) FOR EXTERIOR AND LOAD-BEARING WALLS PROVIDE FRAMING OF THE FOLLOWING GRADE AND SPECIES:
GRADE: NO. 2. OR BETTER, SPECIES: SPF; WWPA.
5) FLOOR FRAMING TO BE PROVIDED OF THE FOLLOWING GRADE & SPECIES: GRADE #2 OR BETTER, SPECIES - SPF - WWPA
OR AS OTHERWISE SPECIFIED ON DRAWINGS (FIRST FLOOR FLOOR JOISTS TO BE #2 SOUTHERN YELLOW PINE).
6) PROVIDE ENGINEERED WOOD PRODUCTS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND FOR WHICH
CURRENT MODEL CODE RESEARCH OR EVALUATION REPORTS EXIST THAT EVIDENCE COMPLIANCE WITH BUILDING CODE IN
EFFECT FOR PROJECT. PROVIDE ENGINEERED WOOD PRODUCTS WITH ALLOWABLE DESIGN STRESSES, AS PUBLISHED BY
MANUFACTURER, THAT MEET OR EXCEED THOSE INDICATED.
7) WHERE STRUCTURAL-USE PANELS ARE INDICATED FOR CONCEALED TYPES OF APPLICATIONS, PROVIDE
APA-PERFORMANCE-RATED PANELS COMPLYING WITH REQUIREMENTS DESIGNATED UNDER EACH APPLICATION FOR
GRADE, SPAN RATING, EXPOSURE DURABILITY CLASSIFICATION, AND EDGE DETAIL (WHERE APPLICABLE). PROVIDE PANELS
MEETING REQUIREMENTS SPECIFIED BUT NOT LESS THAN THICKNESS INDICATED.
8) FOR WALL & ROOF SHEATHING PROVIDE APA-RATED 'CDX' PLYWOOD SHEATHING.
9) COMPLY WITH AFPA'S "MANUAL FOR WOOD FRAME CONSTRUCTION," UNLESS OTHERWISE INDICATED. INSTALL
ENGINEERED WOOD PRODUCTS TO COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL FRAMING
MEMBERS OF SIZE AND AT SPACING INDICATED ON DRAWINGS. DO NOT SPLICE STRUCTURAL MEMBERS BETWEEN
SUPPORTS.
10) LVL CONNECTION CONSISTS OF 3 ROWS OF 10d NAILS @ 12" O.C. (TOP, MIDDLE. CENTER).
11) DECK CONNECTION TO EXTERIOR WALL, DECK SHALL BE POSITIVELY ANCHORED TO THE EXTERIOR WALL (RIM BOARD)
AND DESIGNED FOR BOTH VERTICAL AND LATERAL LOADS. FOR A DECK THAT CANNOT BE POSITIVELY ANCHORED THE
DECK SHALL BE SELF-SUPPORTING. DECK LEDGER CONNECTED TO THE EXTERIOR WALL TO BE A MINIMUM OF A #2 2x8
NOMINAL (PRESSURE TREATED) DIMENSIONAL LUMBER. SEE DECK CONNECTION DETAIL FOR SPECIFICATIONS OF
CONNECTION.
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3'-6"
P.T. 2x6 TOP PLATE
SIMPSON STRONG-TIE FB26
FENCE RAIL BRACKET (HDG)
(TYP.)
P.T. 6x6 COLUMN
PERMEABLE PAVERS
BY OTHERS
P.T. 2x6 SUPPORT GIRT
P.T. 2x6 KNEE PLATE
18" Ø POURED IN PLACE CONCRETE PIER3
D2
1'-10"
P.T. 2x6 TOP GIRTS
@ 6" O.C.
(2x8) WALL GIRTS
P.T. 6x6 COLUMN(S)
(2) P.T. 2x10 DROP BEAM (2) 12" x 8" HEX HEAD BOLTS
WITH NUT & WASHERS (HDG)
TLOK4 - TIMBERLOK UPLIFT SCREW BY
OMG, INC. dba FASTENMASTER
(TYP. EACH END OF EVERY FORTH GIRT)
T
3" MIN. OR MATCH
THICKNESS
OF PROPOSED
PERMEABLE PAVERS
3
D2
COLUMN/ SONO TUBE
SCALE: N.T.S.
4'
MIN.
2' (TYP.)
4"
4"
71 4"
51 2" GIRT
9 1
4"
P.T. 6x6 COLUMN(S)
(2) P.T. 2x10 DROP BEAM
(2) P.T. 2x8 GIRT(S)
3
4" (TYP.)
P.T. 4x4
PATIO
BY OTHERS
12" MIN.
4" MAX.
RAILING
CONSTRUCTION
5'
5
D2
QUEUE LINE STAIRS (SECTION)
SCALE: N.T.S.
SIMPSON STRONG-TIE
ABU662
6"
(TYP.)
EXISTING P.T 6x6
COLUMN
42"±
12"
1 1
2" PAINTED
STEEL HANDRAIL
(TYP.BOTH SIDES)
1x1 PICKET
(TYP.)
EXISTING LEDGER
BOARD TO REMAIN
DOUBLE 2x12
(3) 1
2"Ø HEX HEAD
HDG BOLTS WITH
FLAT WASHERS,
LOCK WASHER AND
DOUBLE NUT
(EACH END)
TOP OF STAIRS/
LANDING
1" MAX. NOSING
(TYP.)
11 1
4"
6'-11"
RUNNERS & TREADS TO BE NOTCHED
INTO STRING OR AN ADDITIONAL 2x12
IS TO BE SPLICED ALONG SIDE
NOTCHED STRINGER
P.T. 2x6 KICK PLATE
1" x 5 12" COMPOSITE TOE KICK
(2) 1"x5 12" COMPOSITE STAIR TREADS
4" MAX.
1x12 COMPOSITE LUMBER OVERLAY
OF STAIR STRINGER ON OUTSIDE OF STAIRS
36" TYP.
(34" MIN.
38" MAX.)
P.T 6x6 COLUMN
3'-6"
1'-10"
(GROUND CONTACT) P.T. 6x6
6
D2
RAILING SUPPORT
SCALE: N.T.S.
SIMPSON STRONG TIE MOMENT BASE
MPB66Z ( TYP.)
INSTALLATION PER MANUFACTURER'S
REQUIREMENTS
PERMEABLE PAVERS BY OTHERS
(4) #5 VERT
24"
18"Ø
BEARING ON UNDISTURBED
NATIVE SOIL
(4) #3 STIRRUPS
8'
7'-5"
12" O.C.
(TYP.)
5
4" COMPOSITE STAIR
TREADS
2x12 DROP LEDGER (TYP.)
1"x1 1
4" COMPOSITE FACIA
GROUND CONTACT
P.T. 6x6 POSTS (TYP.)
P.T.2x12
STAIR STRINGERS
(NOTCHED)
EXISTING RAMP
SIMPSON STRONG TIE
JOIST HANGER HUS210
(HDG) INSTALLATION PER
MANUFACTURER'S
REQUIREMENTS (FROM
EXISTING FLOOR JOISTS)
PERMEABLE PAVER WALKWAY
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EXCEPT BY A LICENSED ENGINEER IS UNLAWFUL.
COPYRIGHT Ó
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PLOTTED:
ROBERT U. HOLMES II
P.E. # 082026
2024
SHEET: 5 OF 5
D2
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CONSTRUCTION
DETAILS
03/19/2024 12:00 PM
PRO # 01-054.87
CONCRETE SPECIFICATIONS:
1.CAST-IN-PLACE CONCRETE WORK SHALL COMPLY WITH THE FOLLOWING CODES AND STANDARDS: ACI-301,
"SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDINGS", ACI-318 "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE", EXCEPT AS MODIFIED HEREIN.
2.ALL CONCRETE SHALL BE 4000 PSI STRENGTH AT 28 DAYS. ALL REINFORCEMENT STEEL SHALL BE 60,000 PSI STRENGTH,
ASTM A-615.
3.PLACING CONCRETE IN FORMS: DEPOSIT CONCRETE IN FORMS IN HORIZONTAL LAYERS NOT DEEPER THAN 24 INCHES AND
IN A MANNER TO AVOID INCLINED CONSTRUCTION JOINTS. WHERE PLACEMENT CONSISTS OF SEVERAL LAYERS, PLACE
EACH LAYER WHILE PRECEDING LAYER IN SUNTIL PLASTIC TO AVOID COLD JOINTS.
3.1.CONSOLIDATE PLACED CONCRETE BY MECHANICAL VIBRATING EQUIPMENT SUPPLEMENTED BY HAND-SPADING,
RODDING, OR TAMPING. USE EQUIPMENT AND PROCEDURES FOR CONSOLIDATION OF CONCRETE IN ACCORDANCE
WITH ACI 309.
3.2.DO NOT USE VIBRATORS TO TRANSPORT CONCRETE INSIDE FORMS. INSERT AND WITHDRAW VIBRATORS VERTICALLY
AT UNIFORMLY SPACED LOCATIONS NOT FARTHER THAN VISIBLE EFFECTIVENESS OF MACHINE. PLACE VIBRATORS TO
RAPIDLY PENETRATE PLACED LAYER AND AT LEAST 6 INCHES INTO PRECEDING LAYER. DO NOT INSERT VIBRATORS INTO
LOWER LAYERS OF CONCRETE THAT HAVE BEGUN TO SET. AT EACH INSERTION LIMIT DURATION OF VIBRATION TO
TIME NECESSARY TO CONSOLIDATE CONCRETE AND COMPLETE EMBEDMENT OF REINFORCEMENT AND OTHER
EMBEDDED ITEMS WITHOUT CAUSING SEGREGATION OF MIX.
4.PROVIDE CONSTRUCTION AND CONTROL JOINTS AS INDICATED OR REQUIRED. LOCATE CONSTRUCTION JOINTS SO AS NOT
TO IMPAIR STRENGTH AND APPEARANCE OF THE STRUCTURE.
5.DO NOT TACK-WELD OR WELD REINFORCING STEEL.
6.COMPACTION OF SUBBASE MATERIAL SHALL BE DONE IN 6" LIFTS TO 95% ASTM D-1557 DENSITY SPECIFICATIONS.
7.EXCAVATION: REMOVE AND DISPOSE OF MATERIALS ENCOUNTERED AS DIRECTED BY OWNER TO OBTAIN REQUIRED
SUBGRADE ELEVATIONS. TRIM BOTTOM TO REQUIRED LINES AND GRADES TO PROVIDE SOLID BASE TO RECEIVE
CONCRETE.
8.PRODUCTS:
PORTLAND CEMENT: ASTM C-150, TYPE 1 OR TYPE II.
AGGREGATES: ASTM C-33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO THE
ENGINEER. MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1½ "
WATER: POTABLE
AIR - ENTRAINING ADMIXTURE: ASTM C-260.
WATER REDUCING ADMIXTURE: ASTM C-494; TYPE AS REQUIRED TO SUIT PROJECT CONDITIONS. USE ONLY ADMIXTURES
THAT HAVE BEEN TESTED AND ACCEPTED IN MIX DESIGNS.
SEALANT / BACKER ROD: SEALANT SHALL BE TWO PART POLYSULFIDE JOINT SEALANT MEETING THE REQUIREMENTS OF
ASTM C-920, TYPE M, GRADE NS.
9.DESIGN MIX:
9.1.MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH THE MIX DESIGN PROCEDURES SPECIFIED IN
ACI 301.USE AIR ENTRAINING ADMIXTURE IN ALL CONCRETE, PROVIDING NOT LESS THAN 5% NOR MORE THAN 7%
ENTRAINED AIR.
9.2.DESIGN MIXES TO PROVIDE NORMAL WEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES, AS INDICATED ON
DRAWINGS AND SCHEDULES:
9.2.1.W/C RATIO = 0.46 MAXIMUM
9.2.2.CONCRETE SLUMP AT POINT OF PLACEMENT: NOT LESS THAN 2" NOR MORE THAN 4".
2
D2
DROP BEAM
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RAILING
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4
D2
SIDE GIRTS
SCALE: N.T.S.
5.1
D2
QUE LINE STAIRS (PLAN)
SCALE: N.T.S.
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