Post on 01-Oct-2021
transcript
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A1 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SIGNATURE RESEARCH, INC.5493 WESTMORELAND PLAZA
DOUGLASVILLE, GEORGIA 30134
THE WOODLANDS TOWNSHIP2801 TECHNOLOGY FOREST BOULEVARD
THE WOODLANDS, TEXAS 77831
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A2 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES
GENERAL NOTES:
1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TOCONSTRUCTION.
2. ALL WORK SHALL CONFORM TO THE FOLLOWING STANDARDS:
2015 INTERNATIONAL BUILDING CODE AISC STEEL CONSTRUCTION MANUAL, 14TH EDITION ACI 318, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE AMERICAN WELDING SOCIETY, D1.1 ASSOCIATION OF CHALLENGE COURSE TECHNOLOGY STANDARDS, 8TH ED. ASTM F2959
3. CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THEEXTENT OF THE SCOPE OF WORK. VISIT THE SITE TO RELATE THE SCOPE OFWORK TO EXISTING CONDITIONS AND DETERMINE THE EXTENT TO WHICHTHOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK.
4. NOTE THAT TO DATE NO COMPLETE SITE AUDIT HAS BEEN PERFORMED TODETERMINE THE EXACT LOCATION OF EXISTING STRUCTURES AND POSSIBLEOBSTACLES TO CONSTRUCTION. IT IS EXPECTED THAT SUBSEQUENTREVISIONS TO THIS DRAWING WILL BE REQUIRED AS ADDITIONAL DATA ISGATHERED DURING THE DUE DILIGENCE PROCESS.
5. THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THECONSTRUCTION DOCUMENTS BEFORE PROCEEDING WITH THE WORK.
6. ANY DEVIATION FROM THE APPROVED SET OF STRUCTURAL DRAWINGSSHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL BEFOREPROCEEDING WITH THE WORK. SUBSTITUTIONS OF PRODUCTS OR MATERIALSSPECIFIED ON THE CONSTRUCTION DOCUMENTS ARE NOT ALLOWED.
7. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEYDO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALLPROVIDE MEANS, METHOD, TECHNIQUES, SEQUENCE, AND PROCEDURE OFCONSTRUCTION AS REQUIRED.
8. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORES, BRACES ANDGUY CABLES REQUIRED TO SUPPORT ALL LOADS TO WHICH FOOTINGS,COMPONENTS, SOILS, OTHER STRUCTURES AND UTILITIES MAY BESUBJECTED DURING CONSTRUCTION.
9. CONTRACTOR SHALL REVIEW SHOP DRAINGS FOR COMPLETENESS ANDCOMPLIANCE WITH CONTRACT DOCUMENTS.
10. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED IF DRAWINGS BY OTHERSREQUIRE MODIFICATIONS TO STRUCTURAL MEMBERS AS SHOWN IN THIS SETOF STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK.
CONCRETE AND FOUNDATION NOTES:
1. GEOTECHNICAL REPORT: "GEOTECHNICAL REPORT; CAMP AT CREEKSIDE YMCA" PREPARED BY TERRCAN CONSULTING ENGINEERS & SCIENTISTS APPROVED 30 SEPTEMBER 2008
2. OVEREXCAVATE FOOTINGS 4" MININUM.
3. PROTECT OR SLOPE EDGES OF EXCAVATION PER GEOTECHNICAL ENGINEER.
4. PLACE CRUSHED STONE BELOW FOOTING: 4" MINIMUM OF #57 OR FINER ALONG SIDE OF SLOPED FACES OF FOOTING: #57 CRUSHED STONE
5. ENSURE SURROUNDING GRADE AND SOIL ADJOINING FOOTING PROVIDE ADEQUATEDRAINAGE OF WATER AWAY FROM FOOTING.
6. ALL CONCRETE SHALL BE REINFORCED AND CAST IN PLACE.
7. SET TOP FACE-OF-FOOTING ELEVATION 1" MINIMUM ABOVE SURROUNDING GRADE.
8. CHAMFER EDGED OF ALL FOOTINGS 3/4"
9. ALL STRUCTURAL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE AND HAVE AMINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT TWENTY-EIGHT (28) DAYS.
10. CONCRETE MIX DESIGN: MAXIMUM WATER-CEMENT RATIO = 0.50 CONCRETE MIX TO BE DESIGNED TO REDUCE HEAT OF HYDRATION BY USE OF TYPE IV OR BLENDED CEMENT AND/OR POZZOLAN ADMIXTURES USE 1 1/2" TO 2" COARSE AGGREGATE CALCIUM CHLORIDE ADMIXTURES ARE PROHIBITED
11. ALL REINFORCING BARS, ANCHOR BOLTS, AND OTHER CONCRETE INSERTS SHALL BEWELL SECURED IN POSITION PRIOR TO PLACING CONCRETE.
12. PROTECT EXPOSED PORTIONS OF ANCHOR ROD THREADS FROM CONCRETE DURINGPOURING.
13. WET CURE TOP OF FOOTINGS FOR SEVEN (7) DAYS USING CONSTANTLY WETTEDFABRIC COVERINGS OR PONDING.
14. IT IS RECOMMENDED THAT ANCHOR ROD PROJECTIONS BE INCREASED, AND A LIGHTWOOD FRAME WITH THIN STEEL COLUMN BASEPLATES BE USED OVER THE FOOTINGPOUR TO HOLD THE ROD ALIGNMENT DURING POURING AND SETTING OF THECONCRETE. DESIGN OF FRAME AND CROSS MEMBERS BY OTHERS.
15. CROWN OR SLOPE THE TOP OF THE FOOTING NO MORE THAN 1/8" PER FOOT TOSHED WATER. INCREASE THE THICKNESS OF FOOTING AND/OR REDUCE THE CLEARCOVER OVER TOP LAYER OF REINFORCING TO NO LESS THAN 1-1/2" TO ACCOMMODATE.
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A3 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES (CONTINUED)
LOADING NOTES:
1. STRUCTURE IS DESIGNED ACCORDING TO FOLLOWING LOADS:
LIVE: 40 PSF ON PLATFORMS 250 LB PER USER ON ZIP LINE PLUS 250 LB RESCUER 250 LB PER USER ON EACH ADVENTURE PARK EVENT
WIND: 126 MPH 3-SECOND GUST BASIC WIND SPEED RISK CATEGORY II EXPOSURE CATEGORY "B" Kz = 0.85, Kzt = 1.0, Kd = 0.85 qz = 28.0 PSF
SEISMIC: SITE CLASS "D" SEISMIC DESIGN CATEGORY "A" Ss = 0.075, S1 = 0.041, Sms = 0.119 Sm1 = 0.098, Sds = 0.080, Sd1 = 0.065 LATERAL FORCE RESISTING SYSTEM IS GUYED POLES
USAGE NOTES:
1. ADVENTURE PARK AND ZIP LINE TO BE USED AND OPERATED EXCLUSIVELY BY THEWOODLANDS TOWNSHIP STAFF MEMBERS WHO HAVE BEEN TRAINED IN ITS PROPER USAGE.
2. MAXIMUM OF ONE (1) PARTICIPANT PER EVENT AT ANY GIVEN TIME.
3. MAXIMUM USER WEIGHT IS 250 LB, INCLUDING EQUIPMENT.
5. MAXIMUM OF ONE (1) RIDER PER ZIP LINE AT A TIME. IN THE CASE OF RESCUE, TWO (2) PEOPLEMAY BE PRESENT ON THE ZIP LINE SIMULTANEOUSLY.
7. ADVENTURE PARK AND ZIP LINE NOT TO BE USED WHEN WIND SPEEDS EXCEED 35 MPH.
8. STEEL HARDWARE SHALL BE INSPECTED REGULARLY FOR WORN, CORRODED, OR DAMAGEDCOMPONENTS, WHICH SHALL BE REPLACED PRIOR TO USAGE. SPECIAL CARE SHALL BE TAKENTO REVIEW COMPONENTS THAT DIRECTLY SUPPORT HUMAN LIFE AND MORE FREQUENTINSPECTIONS ARE RECOMMENDED TO ENSURE THAT ALL COMPONENTS ARE FREE OF DAMAGEAND SAFE FOR USE.
CONSTRUCTION NOTES:
1. DIMENSIONS SHOWN FOR TIMBER FRAMING ARE APPROXIMATE AND WILL DEPENDON THE SIZE OF THE TOWER POLES AND BEAMS AT EACH LOCATION. CONTRACTORSHALL MAKE ADJUSTMENTS AS REQUIRED TO ENSURE THAT COMPLETEDASSEMBLIES ARE PLUMB, FLUSH, LEVEL, AND TIGHT AS SHOWN IN THE DRAWINGS.
2. ALL TIMBER CONNECTIONS SHALL USE OVERSIZED WASHERS.
3. ALL TIMBER POLES SHALL BE GRADED SOUTHERN PINE. ALL DIMENSIONALLUMBER SHALL BE PRESSURE TREATED AND GRADED FOR STRUCTURALUSAGE.
4. BOLT AND THREADED ROD LENGTHS FOR ROUND MEMBERS WILL VARYDEPENDING ON THE SIZE OF THE MEMBERS BEING CONNECTED.
STEEL, FABRICATION, AND MATERIAL NOTES:
1. MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS:
PLATE: ASTM A36 ANGLES: ASTM A36 PIPE: ASTM A53 BOLTS: ASTM A307 UNLESS SPECIFIED OTHERWISE THREADED ROD: ASTM A193, GRADE B7 NUTS: ASTM A563 WASHERS: ASTM F436 ANCHOR BOLTS: ASTM F-1554, GRADE 36 REINFORCING BARS: ASTM 615, GRADE 60 TIMBER POLES: CLASS II, SOUTHERN PINE DIMENSIONAL LUMBER: NO. 2 SOUTHERN PINE WIRE ROPE: AS SPECIFIED
2. ALL STEEL WELDMENTS SHALL BE POWDER COATED OR HOT-DIPPED GALVANISED.
3. ALL HARDWARE SHALL BE RATED FOR USAGE AS PER MINIMUM WORKING LOAD LIMITSSPECIFIED.
4. ON ANY EVENT CABLE, GUY CABLE, OR INTERNAL GUY CABLE WHERE FIST GRIPS ARESPECIFIED, DOMESTIC WIRE ROPE CLIPS MAY BE USED IN THEIR PLACE. THIS SUBSTITUTIONIS NOT PERMITTED ON LIFE-SUPPORTING CABLES SUCH AS BELAY CABLES AND ZIP LINES.
ANCHOR NOTES:
1. ALL ANCHORS SPECIFIED ON THIS PROJECT WITH THE EXCEPTION OF NO-WRENCH ANCHORSARE TO BE DETERMINED PENDING A FINAL ANALYSIS FROM AB CHANCE.
2. ALL NO-WRENCH ANCHORS SHALL BE TESTED TO TWICE THE DESIGN LOAD.
3. STANDARD HELICAL PILES SHALL BE TESTED TO 1.5 TIMES THE DESIGN LOAD. OF THETWELVE (12) GUY WIRE PILES AND THE EIGHT (8) H-FRAME PILES, A MINIMUM OF TWO (2) PILESSHALL BE TESTED FROM EACH GROUP. FROM THE H-FRAME PILES, AT LEAST ONE (1) BATTEREDPILE AND ONE (1) VERTICAL PILE SHALL BE TESTED.
4. CONTRACTOR SHALL REFER TO DOCUMENTATION PROVIDED BY AB CHANCE FOR THEREQUIRED HARDWARE AND INSTALLATION PROCEDURES.
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A4 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
ZIP LINE
COURSE PLAN: POLES
0' 16'
29'
36'
59'
74'
83'
98'
107'
29'
36'
16'
0'
8'
23'
37'
33'
56'
64'
81'
89'
106'
0'
4'
3'
16'
23'
31'
0'3'26'
A
DETAIL A
0"
4'-10"
7'-10"
1'-9"
7'
0"3'-5
"
6'-1
"
7'-7
"
6'-1
"
7'-7
"
SECTION 1:MAIN CLUSTER-----ALL THREE LEVELS
SECTION 2:WEST COURSE-----BOTTOM LEVEL ONLY
SECTION 3:SOUTH COURSE-----BOTTOM AND MIDDLELEVELS ONLY
NOTES:
1. GUY WIRES NOT SHOWN FOR CLARITY. SEE SHEETS 5 THROUGH9 FOR GUY WIRE LOCATIONS AND DETAILS.
2. ZIP LINE LENGTHS AND TERMINATIONS NOT SHOWN FORCLARITY SEE SHEETS 5 AND 10 FOR DETAILS.
3. FOR SECTION 1 FRAMING AND PLATFORM ELEVATIONS, SEESHEETS 11 THROUGH 14.
4. FOR SECTIONS 2 AND 3 ELEVATIONS, SEE SHEETS 15 AND 16.
5. ELEMENT DETAILS ARE PROVIDED ON SHEETS 31 THROUGH 50AND MAY BE PLACED ANYWHERE THROUGH OUT THE STRUCTUREAT THE DISCRETION OF THE BUILDER.
6. ALL EVENTS SHALL HAVE INTERNAL GUY WIRES AT THE TOPSOF POLES. INTERNAL GUY WIRES LOCATED WHERE NO EVENTSARE LOCATED ARE EXPLICITLY CALLED OUT AS SUCH.
7. INTERNAL GUY WIRES SHALL BE PLACED IMMEDIATELY ABOVETHE UPPERMOST EVENT AT ANY GIVEN POLE.
8. QUICKjump™ FREE FALL DEVICES SHALL BE INSTALLED ONPLATFORMS SHOWN WITH THE "QJ" LOGO; THE NUMBER LISTEDUNDERNEATH THE LOGO CORRESPONDS TO THE PLATFORM FROMWHICH THE PARTICIPANT CAN ACCESS THE DEVICE.
INTERNAL GUY ONLY
NO EVENT
INTE
RNAL
GUY
ONL
Y
NO E
VENT
NORTH
SECT
ION
1SE
CTIO
N 3
SECTION 1SECTION 2
QJ3
QJ1
QJ2
ZIP LINE
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A5 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
NOTES:
1. ALL EVENTS SHALL HAVE INTERNAL GUY WIRES AT THE TOPS OFPOLES. INTERNAL GUY WIRES LOCATED WHERE NO EVENTS ARELOCATED ARE EXPLICITLY CALLED OUT AS SUCH.
2. DESIGN LOAD FOR GUY ANCHORS = 15,000 LB UNLESSOTHERWISE SPECIFIED.
3. SEE SHEET 6 THROUGH 8 FOR GUY ANCHOR DETAILS.
40' (TYP 4 PL)
20'
17'
10'
17'
10'
INTERNAL GUY ONLY
INTE
RNAL
GUY
ONL
Y
GUY WIRES SHALL BE PARALLELTO EVENT CABLES THAT LEAD FROM
CENTRE TOWER TO OUTER PLATFORM(TYP 4 PL)
28'
10'
28'
10'
21'
21'
28'
10'
COURSE PLAN: ANCHORS
19'
7'
ZIP LINE END ANCHORS2X-----SEE SHEET 10 FOR DETAILS-----DESIGN LOAD = 5,000 LB
H-FRAME-----SEE SHEETS 19 THROUGH23 FOR DETAILS
EXISTING BUILDING(BY OTHERS)
15'14'
5'
TBD
NORTH
ZIP LINE END ANCHORS2X
-----SEE SHEET 10 FOR DETAILS
-----DESIGN LOAD = 5,000 LB
14'
5'
8'
13' TBD
ZIP LINE FROMFIRST PLATFORM
ZIP LINE FROMSECOND PLATFORM
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A6 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION 1 GUYS
GRADE
HELICAL PILE1 1/2" x 1 1/2" SQUARE SHAFT
HELIX ARRANGEMENT TBD-----
DESIGN LOAD = 15,000 LB
EQUALISER PLATE ASSEMBLYSEE SHEET 9 FOR DETAILS
-----FASTEN TO HELICAL PILE
USING GALVANISEDO3/4-10 ASTM A325X BOLT
O3/4 SHACKLEWLL = 9,500 LB
-----3X
O1/2 WIRE ROPEMINIMUM BREAKING
STRENGTH = 25,400 LB-----
TERMINATE ENDS USINGTHREE (3) FIST GRIPS AT
BOTTOM AND TWO (2)MECHANICAL SWAGES
AT TOP
O3/8 WIRE ROPEMINIMUM BREAKINGSTRENGTH = 14,400 LB-----TERMINATE ENDS USINGTWO (2) FIST GRIPS ATBOTTOM AND ONE (1)MECHANICAL SWAGEAT TOP35°
1
2
3
ATTACH TO POLE JUSTBELOW PLATFORM AT 40'ABOVE GROUND LEVEL
ATTACH TO POLE JUSTBELOW PLATFORM AT 30'ABOVE GROUND LEVEL
ATTACH TO POLE JUSTBELOW PLATFORM AT 20'ABOVE GROUND LEVEL
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A7 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION 2 GUYS
45°GRADE
HELICAL PILE1 1/2" x 1 1/2" SQUARE SHAFT
HELIX ARRANGEMENT TBD-----
DESIGN LOAD = 15,000 LB
EQUALISER PLATE ASSEMBLYSEE SHEET 9 FOR DETAILS
-----FASTEN TO HELICAL PILE
USING GALVANISEDO3/4-10 ASTM A325X BOLT
O3/4 SHACKLEWLL = 9,500 LB
O1/2 WIRE ROPEMINIMUM BREAKING
STRENGTH = 25,400 LB-----
TERMINATE ENDS USINGTHREE (3) FIST GRIPS AT
BOTTOM AND TWO (2)MECHANICAL SWAGES
AT TOP
2ATTACH TO POLE JUSTBELOW PLATFORM AT 30'ABOVE GROUND LEVEL
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A8 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION 3 GUYS
GRADE
HELICAL PILE1 1/2" x 1 1/2" SQUARE SHAFT
HELIX ARRANGEMENT TBD-----
DESIGN LOAD = 15,000 LB
EQUALISER PLATE ASSEMBLYSEE SHEET 9 FOR DETAILS
-----FASTEN TO HELICAL PILE
USING GALVANISEDO3/4-10 ASTM A325X BOLT
O3/4 SHACKLEWLL = 9,500 LB
-----2X
O1/2 WIRE ROPEMINIMUM BREAKING
STRENGTH = 25,400 LB-----
TERMINATE ENDS USINGTHREE (3) FIST GRIPS AT
BOTTOM AND TWO (2)MECHANICAL SWAGES
AT TOP
O3/8 WIRE ROPEMINIMUM BREAKINGSTRENGTH = 14,400 LB-----TERMINATE ENDS USINGTWO (2) FIST GRIPS ATBOTTOM AND ONE (1)MECHANICAL SWAGEAT TOP
1
3
ATTACH TO POLE JUSTBELOW PLATFORM AT 40'ABOVE GROUND LEVEL
ATTACH TO POLE JUSTBELOW PLATFORM AT 20'ABOVE GROUND LEVEL
35°
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A9 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
GUY ATTACHMENT DETAILS
GUY ATTACHMENT OPTION 1USE WHEN ANGLE BETWEEN GROUND
AND GUY CABLE IS GREATER THAN 35°
GUY ATTACHMENT OPTION 2USE WHEN ANGLE BETWEEN GROUND AND
GUY CABLE IS LESS THAN OR EQUAL TO 35°
GUY ATTACHMENT OPTION 3USE WHEN ANGLE BETWEEN GROUND AND
GUY CABLE IS LESS THAN OR EQUAL TO 35°WHEN POLE DIAMETER IS TOO LARGE FOR
THIMBLE EYEBOLT
POLE POLEPOLE
O3/4 ANGLETHIMBLE EYEBOLT
2" SQUARE WASHER
O1/2 OR O3/8WIRE ROPE
O1/2 OR O3/8WIRE ROPE
2" SQUARE WASHER
O3/4 THIMBLEEYEBOLT
O1/2 OR O3/8WIRE ROPE
THIMBLE
O3/4 SHACKLEWLL = 9,500 LBO3/4 HEX NUT O3/4 HEX NUT O3/4 HEX NUT
O3/4 EYEBOLT-----MCMASTER P/N:3016T67 (15")3016T68 (18")
2" SQUARE WASHER
10 7/8
8
EQUALISER PLATE ASSEMBLYQTY: 12
1/8 TYP2 PL1/8
3/16
3/16
O 2.500
O 2.192
6
8
3/4
2 3/4
2 9/16
2 3/4
7 3 7/8 1 1/2
2 1/2
2 1/2
1 1/21 1/2
2 7/16
R 1 1/25X
R 3/82X
O 13X
PIPE Ø2.50X0.154QTY: 12
EQUALISER PLATEQTY: 12
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A10 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
ZIP LINES AND ZIP GUYS
O5/8-11 ANGLE THIMBLE EYEBOLT
TERMINATE TOP WITH THIMBLEAND MECHANICAL SWAGE
O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB
2" SQUARE WASHER
O5/8-11 NUT
TERMINATE BOTTOM WITHTWO (2) FIST GRIPS
STANDARD NO WRENCHHELICAL ANCHOR
-----PULL TEST EACH ANCHOR TO
TWICE THE DESIGN LOAD
DAYLIGHT POINT
45°
START/END POLE
O5/8 WASHER
ZIP LINEO3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----WRAP AROUND POLE AT BOTH ENDS-----TERMINATE LANDING END USING TWO (2)MECHANICAL SWAGES AND STARTING ENDUSING THREE (3) FIST GRIPS-----MAXIMUM RIDING TENSION NOT TO EXCEED 2,300 LB
O3/8 GALVANIZED STAPLEUSE AS REQUIRED TO POSITION
WIRE ROPE AND PREVENT SLIDING
~12
BRAKE LINE (IF NEEDED)O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----BRAKE SYSTEM TO BE DETERMINEDBASED ON FINAL SPEED AFTERZIP LINES HAVE BEEN DESIGNED-----WRAP AROUND POLE AT BOTH ENDS-----TERMINATE LANDING END USING ONE (1)MECHANICAL SWAGE AND STARTING ENDUSING TWO (2) FIST GRIPS
~12
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A11 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION 1: FACING SOUTH
0'
20'
30'
40'
50'
INTERNAL GUY WIRE: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING TWO (2) FIST GRIPSAND OPPOSITE END USING SINGLE MECHANICAL SWAGE-----14X
BELAY CABLES: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING THREE (3) FIST GRIPS ANDOPPOSITE END USING TWO (2) MECHANICAL SWAGES-----ONE (1) PER EVENT
CENTRE TOWERSEE SHEET 12 FOR DETAILS
NOTES:
1. NOT ALL WIRE ROPES SHOWN FOR CLARITY.
2. EACH EVENT CABLE SHALL BE INSTALLED JUSTBENEATH THE CORRESPONDING PLATFORM.
3. EACH BELAY CABLE SHALL BE INSTALLED 72"ABOVE PLATFORM DECK.
CLASS II POLES-----SEE SHEET 30 FOREMBEDMENT DETAILS-----15X
EVENT CABLES: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING TWO (2) FIST GRIPSAND OPPOSITE END USING SINGLE MECHANICAL SWAGE-----ONE (1) PER EVENT
HEX PLATFORM(BY OTHERS)-----SRI P/N: PFRM8-----INSTALL PER MANUFACTURER'SINSTRUCTIONS-----21X
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A12 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION 1: CENTRE TOWER
CLASS II POLES8X
TOWER PLATFORMASSEMBLY WITH HOLE2X
TOWER PLATFORMASSEMBLY
CENTRE POLE WITHSPIRAL STAIRCASE
BB
CC
PROVIDE BELAY CABLESAT EACH PLATFORM FOR
PARTICIPANTS AS THEYEXIT THE SPIRAL STAIRS
SPIRAL STAIR(BY OTHERS)
-----SRI P/N: SPLSTR
-----INSTALL PER MANUFACTURER'S
INSTRUCTIONS-----
18 - 22X
0'
20'
30'
40'
50'
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A13 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION B-BJOISTS AND DECKING
SECTION B-BBEAMS AND GIRDERS
20'-0"
20'-0"
D D
SECTION D-DTYP 6 PL
BEAM CHAIR ASSEMBLYSEE SHEET 17 FOR DETAILS
DOUBLE 2X12 GIRDERSHIM AS REQUIRED FOR LEVEL
O1"-8 BOLTS2X
O5/8-11 MACHINE BOLT
2X10 JOISTS AT MAX 24" ON CENTRE-----FASTEN JOISTS TO 2X12 PERIMETERUSING GALVANISED SIMPSON HUS210JOIST HANGERS-----FASTEN TO DOUBLE 2X12 BEAMSUSING SIMPSON H2.5A HURRICANE TIES-----OPTION TO FASTEN JOISTS TO POLESUSING TIMBERLOKS OR LAG SCREWSAS REQUIRED FOR ADDED STABILITY
2'-5" 1'-6" 6'-1" 6'-1" 1'-6" 2'-5"
4X6 DECKING----FASTEN TO 2X10 JOISTSUSING TIMBERLOKS
2X12 PERIMETER-----
FASTEN TO JOISTS USINGSIMPSON JOIST HANGERS
-----2X
DOUBLE 2X12 BEAM-----FASTEN TO POLES USING BEAMUSING BEAM CHAIR ASSEMBLIESAS SHOWN IN SECTION D-D-----2X
JOINING 2X12 BEAM-----FASTEN TO POLES USING BEAMUSING BEAM CHAIR ASSEMBLYAS SHOWN IN SECTION D-D-----FASTEN TO DOUBLE 2X12 BEAMSAT EACH END USING SIMPSONLUS210-2 JOIST HANGERS-----2X
TOWER PLATFORM
2'-2"
3'-0"
6'-7"
5'-3"
3'-0"
NORTH
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A14 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
TOWER PLATFORM WITH HOLE
SECTION C-CJOISTS AND DECKING
SECTION C-CBEAMS AND GIRDERS
20'-0"
2'-5" 1'-6" 6'-1" 6'-1" 1'-6" 2'-5"
20'-0"
2'-2"
3'-0"
6'-7"
5'-3"
3'-0"
4X6 DECKING-----FASTEN TO 2X10 JOISTSUSING TIMBERLOKS-----CUT AWAY 4X6 PIECES TOFORM O72" HOLE FORSPIRAL STAIRS
2X12 PERIMETER-----
FASTEN TO JOISTS USINGSIMPSON JOIST HANGERS
-----2X
DOUBLE 2X12 BEAM-----FASTEN TO POLES USING BEAMUSING BEAM CHAIR ASSEMBLIESAS SHOWN IN SECTION D-D-----2X
JOINING 2X12 BEAM-----FASTEN TO POLES USING BEAMUSING BEAM CHAIR ASSEMBLYAS SHOWN IN SECTION D-D-----FASTEN TO DOUBLE 2X12 BEAMSAT EACH END USING SIMPSONLUS210-2 JOIST HANGERS-----2X
NORTH
2X10 JOISTS AT MAX 24" ON CENTRE-----FASTEN JOISTS TO 2X12 PERIMETERUSING GALVANISED SIMPSON HUS210JOIST HANGERS-----FASTEN TO DOUBLE 2X12 BEAMSUSING SIMPSON H2.5A HURRICANE TIES-----OPTION TO FASTEN JOISTS TO POLESUSING TIMBERLOKS OR LAG SCREWSAS REQUIRED FOR ADDED STABILITY
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A15 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION 2: FACING SOUTH
INTERNAL GUY WIRE: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING TWO (2) FIST GRIPSAND OPPOSITE END USING SINGLE MECHANICAL SWAGE-----USE GALVANISED STAPLES AS REQUIRED TO PREVENT CABLE FROM SLIPPING-----8X
BELAY CABLES: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING THREE (3) FIST GRIPS ANDOPPOSITE END USING TWO (2) MECHANICAL SWAGES-----ONE (1) PER EVENT
NOTES:
1. NOT ALL WIRE ROPES SHOWN FOR CLARITY.
2. EACH EVENT CABLE SHALL BE INSTALLED JUSTBENEATH THE CORRESPONDING PLATFORM.
3. EACH BELAY CABLE SHALL BE INSTALLED 72"ABOVE PLATFORM DECK.
CLASS II POLES-----SEE SHEET 30 FOREMBEDMENT DETAILS-----5X
EVENT CABLES: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING TWO (2) FIST GRIPSAND OPPOSITE END USING SINGLE MECHANICAL SWAGE-----ONE (1) PER EVENT
HEX PLATFORM(BY OTHERS)-----SRI P/N: PFRM8-----INSTALL PER MANUFACTURER'SINSTRUCTIONS-----5X
0'
20'
50'
30'
SECT
ION
1SE
CTIO
N 2
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A16 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
SECTION 3: FACING EAST
SECT
ION
1SE
CTIO
N 3
INTERNAL GUY WIRE: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING TWO (2) FIST GRIPSAND OPPOSITE END USING SINGLE MECHANICAL SWAGE-----USE GALVANISED STAPLES AS REQUIRED TO PREVENT CABLE FROM SLIPPING-----8X
BELAY CABLES: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING THREE (3) FIST GRIPS ANDOPPOSITE END USING TWO (2) MECHANICAL SWAGES-----ONE (1) PER EVENT
NOTES:
1. NOT ALL WIRE ROPES SHOWN FOR CLARITY.
2. EACH EVENT CABLE SHALL BE INSTALLEDJUST BENEATH THE CORRESPONDING PLATFORM.
3. EACH BELAY CABLE SHALL BE INSTALLED 72"ABOVE PLATFORM DECK.
CLASS II POLES-----SEE SHEET 30 FOREMBEDMENT DETAILS-----5X
EVENT CABLES: O3/8 WIRE ROPEMINIMUM BREAKING STRENGTH = 14,400 LB-----TERMINATE END USING TWO (2) FIST GRIPSAND OPPOSITE END USING SINGLE MECHANICAL SWAGE-----ONE (1) PER EVENT
HEX PLATFORM(BY OTHERS)-----SRI P/N: PFRM8-----INSTALL PER MANUFACTURER'SINSTRUCTIONS-----10X
0'
20'
30'
50'
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A17 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
BEAM CHAIR ASSEMBLY
L8X4X1/2
SIDE PLATE1/8
3/16
4
17
6
63 4
O 1 1/162X
1 1/2
4
2 1/2
8
L8X4X1/2QTY: 12
BEAM CHAIR ASSEMBLYQTY: 12
SIDE PLATE1/4 PLQTY: 12
1/4
9
6
O 11/16 R 3/4(TYP)
7
NOTE:
SEE SECTION D-D ON SHEET 13FOR ORIENTATION FOR INSTALL.
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A18 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
BRACE FOUNDATION
H-FRAME FOUNDATION
2L 5 X 3 1/2 X 3/82X
BRACE BASEPLATEASSEMBLY
H-FRAME ASSEMBLY
H-FRAME ASSEMBLY INSTALL3'-0" 10'-6" 3'-0"
0"
15'-0"
20'-8"
22'-3"
23'-1"
FRAME FOUNDATIONSEE SHEETS 26 AND 27FOR DETAILS
BRACE FOUNDATIONSEE SHEETS 28 AND 29
FOR DETAILS
FASTEN 4X6 PLANKS TO H-FRAMEASSEMBLY USING CARRIAGE BOLTS-----ADD FRAMING AS REQUIRED TO PROVIDE PATHFROM EXISTING STRUCTURE TO ADVENTURE PARK-----FRAMING MAY BE CONNECTED TO WOODMEMBERS ON EXISTING STRUCTURE IF NEEDED
2L 5 X 3 1/2 X 3/8-----
FASTEN TO H-FRAME ASSEMBLYAND TO BRACE BASEPLATE ASSEMBLY
USING ONE (1) O5/8-11 UNC BOLTAT EACH END
-----FASTEN INDIVIDUAL ANGLES TOGETHER
USING THREE (3) INTERMEDIATE O5/8-11BOLTS WITH 1/2" SPACERS BETWEE ANGLES
-----SEE SHEET 24 FOR DETAILS H-FRAME ASSEMBLY
-----FASTEN EACH LEG OF H-FRAMETO FRAME FOUNDATIONUSING FOUR (4) EMBEDDEDO5/8-11 ANCHOR BOLTS-----SEE SHEETS 19 THROUGH23 FOR DETAILS
59°
NOTE: H-FRAME ASSEMBLY IS PROVIDED SUCH THAT THE GUY WIRESON THE POLES THAT SUPPORT THE EVENTS LEADING TO THEEXISTING STRUCTURE HAVE PROPER SUPPORT. A LUG PLATE ISPROVIDED ON TOP OF THE H-FRAME ASSEMBLY WHICH CONTAINSFOUR (4) HOLES WHICH HOLD Ø3/4 SHACKLES WHICH CAN RECEIVEHARDWARE FOR TERMINATING THE GUY WIRES AS WELL AS THEBELAY WIRE FOR THE EVENT LEADING TO THE EXISTING STRUCTURE.
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A19 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
H-FRAME ASSEMBLY
GUY/BELAY GIRTASSEMBLY-----FASTEN TO LEFT AND RIGHTHSS 5X5 LEG ASSEMBLIESUSING FOUR (4) O5/8-11 x 2BOLTS AT EACH END
EVENT GIRT ASSEMBLY-----FASTEN TO LEFT AND RIGHTHSS 5X5 LEG ASSEMBLIESUSING FOUR (4) O5/8-11 x 2BOLTS AT EACH END
LEFT HSS 5X5LEG ASSEMBLY
RIGHT HSS 5X5LEG ASSEMBLY
LEFT HSS 5X5LEG ASSEMBLY
RIGHT HSS 5X5LEG ASSEMBLY
GUY/BELAY GIRTASSEMBLY
EVENT GIRTASSEMBLY
48
277
56 1/2
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A20 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
LEFT HSS 5X5 LEG ASSEMBLY
BRACE EAR
HSS 5X5 CAPHSS 5X5BASEPLATE
3X
HSS 5X5
PERCH GUSSET
PLANK MOUNT
HSS 5X5 STUB2X
0 165
3/4
245
269
276
1/4
0 245
276
1/4
0 165
3/4
164
1/4
269
276
1/4
E
DETAIL ETYP FOR ALL BASEPLATES
1/4
3/16
3/16
10
21
1
2 1/4
3/163/16
3/163/16 TYP
2 PL
3/163/16 TYP
2 PL
3/163/16
1/8
1 3/4(TYP)
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A21 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
RIGHT HSS 5X5 LEG ASSEMBLY
BRACE EAR
HSS 5X5 CAPHSS 5X5BASEPLATE
3X
HSS 5X5
PERCH GUSSET
PLANK MOUNT
HSS 5X5 STUB2X
SEE DETAIL "E" ON SHEET 20FOR BASEPLATE WELD DETAILS
0 164
1/4
165
3/4
269
276
1/4
0 245
276
1/4
0 165
3/4
245
269
276
1/4
1 3/4(TYP)
3/163/16
3/163/16 TYP
2 PL
3/163/16 TYP
2 PL
3/163/16
1/8
10
21
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A22 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
H-FRAME LEG PARTS
1/8
4 3/4
4 3/4
R 3/84XHSS 5X5 CAPQTY: 4
BRACE EARQTY: 8
5
1/2
4
3
O 11/16
2 X 45° (TYP)
12
1/212
R 3
R 3
R 3
PERCH GUSSETQTY: 4
PLANK MOUNTQTY: 4
3
1/43 6 3
129/16
1 7/8
9/16 O 7/164X
HSS 5X5X1/4 LEGQTY: 4
HSS 5X5X1/4 STUBQTY: 8
5
5
1/4
5
5
1/43
276
HSS 5X5 BASEPLATEQTY: 20
8 1/2
1/2
8 1/2
1
6 1/2
1
1 6 1/2 1
O 11/164X
5 1/16
5 1/161 3/4
1 3/4
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A23 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
H-FRAME GIRT PARTS
EVENT GIRTASSEMBLY
GUY/BELAY GIRTASSEMBLY
GUY/BELAY LUG PLATE
HSS 5X5 GIRT
HSS 5X5 BASEPLATE2X
HSS 5X5 BASEPLATE2X
HSS 5X5 GIRT
CROSBY PAD EYE2X
SEE DETAIL "E" ON SHEET 20FOR BASEPLATE WELD DETAILS
0 6 1/
4
30 1
/4
36 1
/2
TYP2 PL3/16
EVENT GIRTASSEMBLY
GUY/BELAY GIRTASSEMBLY 0 17
7/8
36 1
/2
SEE DETAIL "E" ON SHEET 20FOR BASEPLATE WELD DETAILS
3/163/16
2 1/2
36
5
5
1/4
3/4
9
71 X 45°(TYP 4 PL)
O 14X
R 9/16
1 1/2 31 1/2
3
3
3
3
HSS 5X5X1/4 GIRTQTY: 4
GUY/BELAY LUG PLATEQTY: 2
8 1/2
8 1/2
9 3/4
9 3/4
6 1/
4
30 1
/4
2 1/2TYP2 PL3/16
CROSBY PAD EYE2X
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A24 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
2L 5 X 3 1/2 X 3/8
0
1 1/
2
72 3
/4
144
215
1/4
286
1/2
288
2 X 45v(TYP)
3 1/2
5
1/2O 11/165X
2 13/16
3/8
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A25 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
BRACE BASEPLATE ASSEMBLY
6
4 1/2
1/2
BRACE EAR
BRACE BASEPLATE
6
2 3/4
1/41/4
BRACE BASEPLATE ASSEMBLYQTY: 4
BRACE BASEPLATEQTY: 4
1/2
6
6
1 4 16
1
4
1
O 11/164X
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A26 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
H-FRAME FOUNDATION ANCHORS
72
24
36
O5/8-11 ANCHOR RODS8X14 3/4
6 1/2
14 3/4
8 3/4 6 1/2 41 1/2 6 1/2 8 3/4
15(TYP)
O5/8-11 ANCHOR RODS8X
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A27 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
H-FRAME FOUNDATION REBAR
0 3 7 17 23 29 1
/2
36 42 1
/2
49 55 65 69
0
3
9
13
23
27
33 #5 REBAR IN BOTH DIRECTIONSPLACED AT SPACINGS SHOWN
F F
HELICAL PILEHELIX ARRANGEMENT TBD
PILE CAP
#5 VERTICAL REBAR-----TYPICAL FOR ALL VERTICALREINFORCEMENT ADJACENTTO HELICAL PILES
0
3
9
15
21
#5 HORIZONTAL REBARAT 6" ON CENTRE
#5 HORIZONTAL REBARAT 6" ON CENTRE
#5 VERTICAL REBARAT SPACINGS SHOWNIN PLAN VIEW ABOVE
#5 VERTICAL REBARAT SPACINGS SHOWNIN PLAN VIEW ABOVE
NOTES:
1. ALL REINFORCEMENT GRADE 60.
2. 3" CLEAR SPAN FOR REINFORCEMENT ON ALL SIDES OF FOUNDATIONS.
3. LOCATIONS OF PIERS ARE APPROXIMATE, BUT MINIMUM EMBEDMENT OF18" IS REQUIRED FOR ALL PIERS.
4. HELICAL PILES SHALL BE 1 1/2" SQUARE SHAFTS WITH MINIMUMCAPACITY OF 15,000 LB.
18
SECTION F-F
#5 VERTICAL REBARPLACED AROUND HELICALPILE LOCATION-----SEE SECTION F-FFOR DETAILS
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A28 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
BRACE FOUNDATION ANCHORS
O5/8-11 ANCHOR RODS8X
15(TYP)
72
10 4 44 4 10
36
25
4
7
24
O5/8-11 ANCHOR RODS8X
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A29 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
BRACE FOUNDATION REBAR
0
3
13
19 1/2
26 1/2
33
0 3 7 17 23 1
/2
29 1
/2
36 42 1
/2
48 1
/2
55 65 69
#5 REBAR IN BOTH DIRECTIONSPLACED AT SPACINGS SHOWN
#5 VERTICAL REBAR-----TYPICAL FOR ALL VERTICALREINFORCEMENT ADJACENTTO HELICAL PILES
#5 HORIZONTAL REBARAT 6" ON CENTRE
#5 HORIZONTAL REBARAT 6" ON CENTRE
#5 VERTICAL REBARAT SPACINGS SHOWNIN PLAN VIEW ABOVE
#5 VERTICAL REBARAT SPACINGS SHOWNIN PLAN VIEW ABOVE
NOTES:
1. ALL REINFORCEMENT GRADE 60.
2. 3" CLEAR SPAN FOR REINFORCEMENT ON ALL SIDES OF FOUNDATIONS.
3. LOCATIONS OF PIERS ARE APPROXIMATE, BUT MINIMUM EMBEDMENT OF18" IS REQUIRED FOR ALL PIERS.
4. HELICAL PILES SHALL BE 1 1/2" SQUARE SHAFTS WITH MINIMUMCAPACITY OF 15,000 LB.
G
G
HELICAL PILEHELIX ARRANGEMENT TBD
18
59°
0
9
15
21
3
SECTION G-G
#5 VERTICAL REBARPLACED AROUND HELICALPILE LOCATION-----SEE SECTION G-GFOR DETAILS
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A30 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
10'-0"
#4 GRAVEL
POLE
2'-0"
STEPS:
1. AUGER Ø2'-0" HOLE TO REQUIREDDEPTH OR UNTIL AUGER REFUSAL.
2. FILL HOLE WITH 12" OF #4 GRAVEL.
3. PLACE POLE IN HOLE AND POSITIONAND PLUMB POLE AS REQUIRED.
4. FILL VOID WITH EARTH AND TAMP.
GRADE
1'-0" POLE EMBEDMENT DETAILS
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A31 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A32 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A33 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A34 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A35 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A36 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A37 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A38 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A39 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A40 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A41 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A42 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A43 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A44 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A45 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A46 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A47 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A48 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A49 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
DJH 06/18/18
WOODLANDS ADVENTURE PARK
SRI-033-1 A50 OF 50
DIMENSIONS IN INCHES
UNLESS NOTED OTHERWISE
TOLERANCES
1 PL.
2 PL.
3 PL.
ANGLE
FRACTION
±0.1
±0.02
±0.005
±1°
±1/16
SHEETSCALE
NONESIZE
B
DWG NO. REV
83 Oakdale PathDallas, Georgia 30157
(404) 452-1364
www.davehodgespe.com
DATE
DATE
CHECKED
DRAWN
06/27/18DJH
REVISIONS
REV DESCRIPTION DATE APPROVED
EVENT CONNECTIONS
O5/8-11 EYEBOLT
O1/2 RAPID LINKWLL = 3,300 LB
O3/8 WIRE ROPEO3/8 THIMBLE
WOOD POLE
O3/8 FIST GRIPS2X
O5/8 WASHER2X
O5/8-11 UNCHEX NUT MECHANICAL SWAGE
WOOD POLE
2" WASHER 2" WASHER
O5/8-11 UNCHEX NUT
O5/8 WASHER2X
O5/8-11 EYEBOLT
O3/8 THIMBLE
O1/2 RAPID LINKWLL = 3,300 LB
O3/8 WIRE ROPE
O5/8 THIMBLE EYEBOLT
O3/8 FIST GRIPS2X
WOOD POLE
O5/8-11 UNCHEX NUT
2" WASHER
FOR ELEMENTS REQUIRINGCROSS ARM/SPREADER BAR (SRI P/N: CAB-N OR CAB-W)OR OTHER FIXED STEEL COMPONENT
WELDED CROSBY PAD EYE
O3/8 THIMBLE
O3/8 WIRE ROPE
O3/8 FIST GRIPS2X
WIRE ROPE ATTACHMENT
STANDARD ROPE ATTACHMENT
STEEL EYE
O5/8 MULTILINE ROPESPLICE LOOSE END OF ROPE BACKONTO MAIN PORTION OF ROPE
WELDED CROSBY PAD EYE