WOODLANDS ADVENTURE PARK

DJH 06/18/18

WOODLANDS ADVENTURE PARK

SRI-033-1 A1 OF 50

DIMENSIONS IN INCHES

UNLESS NOTED OTHERWISE

TOLERANCES

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3 PL.

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±0.1

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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


SRI-033-1 A2 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A3 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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.

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TOLERANCES

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3 PL.

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FRACTION

±0.1

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±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A5 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A6 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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



DJH 06/18/18


SRI-033-1 A7 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


SECTION 2 GUYS

45°GRADE












AT TOP

2ATTACH TO POLE JUSTBELOW PLATFORM AT 30'ABOVE GROUND LEVEL

DJH 06/18/18


SRI-033-1 A8 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


SECTION 3 GUYS

GRADE








-----2X





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



35°

DJH 06/18/18


SRI-033-1 A9 OF 50



TOLERANCES

1 PL.

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3 PL.

ANGLE

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±0.1

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±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


2" SQUARE WASHER

O3/4 THIMBLEEYEBOLT


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


SRI-033-1 A10 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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

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SRI-033-1 A11 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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

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SRI-033-1 A12 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A13 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A14 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A15 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


NOTES:


2. EACH EVENT CABLE SHALL BE INSTALLED JUSTBENEATH THE CORRESPONDING PLATFORM.





0'

20'

50'

30'

SECT

ION

1SE

CTIO

N 2

DJH 06/18/18


SRI-033-1 A16 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


NOTES:


2. EACH EVENT CABLE SHALL BE INSTALLEDJUST BENEATH THE CORRESPONDING PLATFORM.





0'

20'

30'

50'

DJH 06/18/18


SRI-033-1 A17 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A18 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A19 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A20 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A21 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A22 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A23 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


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


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


SRI-033-1 A24 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A25 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A26 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A27 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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 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


SRI-033-1 A28 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


BRACE FOUNDATION ANCHORS


15(TYP)

72

10 4 44 4 10

36

25

4

7

24


DJH 06/18/18


SRI-033-1 A29 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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





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


SRI-033-1 A30 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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


SRI-033-1 A31 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A32 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A33 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A34 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A35 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A36 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A37 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A38 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A39 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A40 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A41 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A42 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A43 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A44 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A45 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A46 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A47 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A48 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A49 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


DJH 06/18/18


SRI-033-1 A50 OF 50



TOLERANCES

1 PL.

2 PL.

3 PL.

ANGLE

FRACTION

±0.1

±0.02

±0.005

±1°

±1/16

SHEETSCALE

NONESIZE

B

DWG NO. REV


(404) 452-1364


DATE

DATE

CHECKED

DRAWN

06/27/18DJH

REVISIONS


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

Documents

WOODLANDS ADVENTURE PARK