T.O. COASTER HIGH POINT - San Diegot.o. steel 117' - 1" e4 a20.401 c b a.7 a 057500a, perforated...
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2' - 0" 149' - 1" 251' - 1" 100' - 0" T.O. ADJACENT GRADE T.O. COASTER HIGH POINT SHEET NUMBER PGAV DR CK CLIENT DATE THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED FOR ANY PART OF PARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT Ride Disclaimer: Outlines, sketches, or references of a possible "Ride" or "Rides" or use of any "ride" terms such as "coaster", "merry-go-round", trade names, etc. on this drawing are for purpose of location, general identification, and adjacency only. Peckham, Guyton, Albers, and Viets, Inc. and all engineers or companies listed on this drawing (herein after referred to as Architect/Engineer) hereby gives notice that the "Ride" however shown or referenced on this drawing is not in any way, shape, or form the creation or responsibility of the Architect/Engineer. Its design, structural support, manufacture, erection, approval, acceptance, operation, safety, maintenance, and all of its function, characteristics, or appurtenances are not a part of the Architect/Engineer's work. Such functions are to be performed by others engaged by the Owner for such purpose, or by Owner's personnel. Accessibility for Persons with Disabilities: This drawing contains layouts and elements critical to providing Access for Disabled Persons. Contractor shall provide verification and certification of Compliance with the applicable accessibility regulations. Theming Design Intent: The theming scope of work shown on these drawings is for design intent. Outlines, sketches, drawings, picture references, material specifications, and notes on this document are for the express purpose of location, general identification, adjacency, and design intent. Structural design, code compliance, manufacture, installation, and safety of operation are to be provided by the Contractor including engineering documentation signed and sealed by a qualified Engineer licensed to practice by the authority having jurisdiction. The Architect/Designer’s review of submittals is for the purpose of checking for conformance with information given and the design concept expressed in the Contract Documents. San Diego, CA 03-28-2017 C:\Users\kayleen.lindstrom\Documents\64083-00_SWSD_2018_kayleen.lindstrom.rvt 3/28/2017 5:37:50 PM 64083-10 MLG EJP March 29, 2017 ISSUE FOR BID/PERMIT OVERALL COASTER ELEVATION A02.410 SWSD 2018 Attraction SEA 1/8" = 1'-0" A8 OVERALL COASTER ELEVATION REVISION NO REVISION DATE 1/8" = 1'-0" A2 OVERALL COASTER ELEVATION ATTACHMENT 5
Transcript of T.O. COASTER HIGH POINT - San Diegot.o. steel 117' - 1" e4 a20.401 c b a.7 a 057500a, perforated...
2' - 0
"14
9' - 1
"
251' - 1"
100' - 0"
T.O. ADJACENT GRADE
T.O. COASTER HIGH POINT
SHEET NUMBER
PGAV
DR CK
CLIENT
DATE
THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TOWHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANYRESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS,ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTSRELATING TO OR INTENDED TO BE USED FOR ANY PART OFPARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT
Ride Disclaimer:Outlines, sketches, or references of a possible"Ride" or "Rides" or use of any "ride" termssuch as "coaster", "merry-go-round", tradenames, etc. on this drawing are for purpose oflocation, general identification, and adjacencyonly. Peckham, Guyton, Albers, and Viets,Inc. and all engineers or companies listed onthis drawing (herein after referred to asArchitect/Engineer) hereby gives notice thatthe "Ride" however shown or referenced on thisdrawing is not in any way, shape, or form thecreation or responsibility of theArchitect/Engineer. Its design, structuralsupport, manufacture, erection, approval,acceptance, operation, safety, maintenance,and all of its function, characteristics, orappurtenances are not a part of theArchitect/Engineer's work. Such functions areto be performed by others engaged by theOwner for such purpose, or by Owner'spersonnel.
Accessibility for Persons with Disabilities:This drawing contains layouts and elementscritical to providing Access for DisabledPersons. Contractor shall provide verificationand certification of Compliance with theapplicable accessibility regulations.
Theming Design Intent:The theming scope of work shown on thesedrawings is for design intent. Outlines,sketches, drawings, picture references,material specifications, and notes on thisdocument are for the express purpose oflocation, general identification, adjacency, anddesign intent. Structural design, codecompliance, manufacture, installation, andsafety of operation are to be provided by theContractor including engineeringdocumentation signed and sealed by aqualified Engineer licensed to practice by theauthority having jurisdiction. TheArchitect/Designer’s review of submittals is forthe purpose of checking for conformance withinformation given and the design conceptexpressed in the Contract Documents.
San Diego, CA
03-28-2017
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ISSUE FORBID/PERMIT
OVERALL COASTERELEVATION
A02.410
SWSD 2018Attraction
SEA 1/8" = 1'-0"A8 OVERALL COASTER ELEVATION
REVISION NO REVISION DATE
1/8" = 1'-0"A2 OVERALL COASTER ELEVATION
ATTACHMENT 5
T.O. SLAB ELECTRICROOM94' - 0"
T.O. SLABMAINTENANCE LEVEL
100' - 0"
T.O. RIDE PLATFORM107' - 1"
T.O. STEEL117' - 1"
E4A20.401
ABC A.7
057500A, PERFORATED METAL
099416A
051200A
, PERFORATED METAL
057500A , PERFORATED METAL
057500A 092400A
A20.401E6
, TYP.
REFER TO ROOF PLAN FOR RIDECOLUMN PENETRATIONS, TYP.
051200A
055100D
033000A , RIDE PIER
099416A
051200A
131423A, RIDE TRACK
131423A , RIDE COLUMN, TYP.
A.4A.6
ON 033000A FOUNDATIONWALL - SEE CRG, TYP.
AND 099000A
057300A , TYPE 6 ON 033000A FOUNDATIONWALL - SEE CRG, TYP.
AND 099000A
.
ENTRYPORTAL
.
051200A 055213BTYPE 1A
GUARDRAIL CONSISTING OF 051200A,STEEL TUBES AND 057500A, PERFORATEDMETAL. SEE G3/A90.102 AND STRUCTURALFOR DETAILS. STEEL TUBES TO RECEIVE099000A AND 099416A
..
..
T.O. SLAB ELECTRICROOM94' - 0"
T.O. SLABMAINTENANCE LEVEL
100' - 0"
T.O. RIDE PLATFORM107' - 1"
T.O. STEEL117' - 1"
4 1D4
A20.401D8
A20.401
233.13.6
057500A..
099416A .
033000A, EXIT RAMP
051200A
051200A, HOIST BEAM
076200G
055000E 055000F
055100D
REFER TO ROOF PLAN FOR RIDECOLUMN PENETRATION LOCATIONS, TYP.
055100D 055100D
RC 0.5
AND
ON 033000A FOUNDATIONWALL - SEE CRG, TYP.
AND 099000A
055213A, TYPE 4
099416AON 033000A FOUNDATIONWALL - SEE CRG, TYP.
AND 099000A. 099416AAND 099000A ON033000A 092400A WALL- SEE CRG, TYP.
057300A , TYPE 5
055213A , TYPE 9
GUARDRAIL CONSISTING OF 051200A,STEEL TUBES AND 057500A,PERFORATED METAL. SEE G3/A90.102AND STRUCTURAL FOR DETAILS.STEEL TUBES TO RECEIVE 099000AAND 099416A
T.O. SLAB ELECTRICROOM94' - 0"
T.O. SLABMAINTENANCE LEVEL
100' - 0"
T.O. RIDE PLATFORM107' - 1"
T.O. STEEL117' - 1"
E4A20.401
A B CA.7
131423A
131423A
099416A
099416A 092400A
057500A
092400AA20.401
E8
HOIST BEAMW/ PT-1
051200A
ON 033000AFOUNDATION WALL -SEE CRG, TYP.
, SEE CRG
, RIDE TRACK 076200F
, RIDE COLUMN
055000E
055213A, TYPE 4
033000A , RIDE PIER TYP. 055000D
055000CLADDER SECURITY DOORTO ACCEPT
PORTAL REFER TO ROOF PLAN FOR RIDECOLUMN PENETRATION LOCATIONS TYP.
, PERFORATED PANEL
076200G
055213A, TYPE 4
055100D
033000A, RIDE PIER TYP.
099416A
033000A, EXIT PLATFORM
A.4 A.6
055213A
PROSAFE SYSTEM 010300B
, TYPE 9
099000AAND
099416A AND 99000AON 092400A
055100C
. OPENING IN 092400AFOR RIDE COLUMNS
AND 099000AON
ON 033000A FOUNDATIONWALL - SEE CRG, TYP.
AND 099000A
033000A, EXIT RAMP
T.O. SLAB ELECTRICROOM94' - 0"
T.O. SLABMAINTENANCE LEVEL
100' - 0"
T.O. RIDE PLATFORM107' - 1"
T.O. STEEL117' - 1"
41
D4A20.401
D8A20.401
2 3 3.1 3.6
057500A
057300A
099416A
131423A, RIDE COLUMN TYP. 075300A
, TYPE 5
055100D
051200A
055213B , TYPE 1A
055100D 131423ARIDE TRACK
055100D
033000A, RIDE PIER TYP.
099416A
055213A , TYPE 3
055000E
RC0.5
AND 99000AON 33000A FOUNDATIONWALL - SEE CRG, TYP.
051200A ,TYP.
GUARDRAIL CONSISTING OF 051200A,STEEL TUBES AND 057500A,PERFORATED METAL. SEE G3/A90.102AND STRUCTURAL FOR DETAILS.STEEL TUBES TO RECEIVE 099000AAND 099416A
, PERFORATED METAL
.
274116A
AND 99000AON 33000A FOUNDATIONWALL - SEE CRG, TYP.
233000A, CONDENSING UNIT
AND 055000F
051200A
T.O. SLAB ELECTRICROOM94' - 0"
T.O. SLABMAINTENANCE LEVEL
100' - 0"
T.O. RIDE PLATFORM107' - 1"
T.O. STEEL117' - 1"
E4A20.401
ELECTRICALROOM
102
A20.411A6
075300A
057300B
057300A
224000A 055100D
, TYPE1 - COORDINATEW/ ACTUATING GATE LAYOUT
A B CA.7
LOAD201
, TYPE 4
033000A
033000A
REFER TO ROOF PLAN FOR RIDECOLUMN PENETRATIONLOCATIONS, TYP.
, RIDE PIER TYP.
, MAT FOUNDATION
A.4 A.6
055000J , PERFORATEDMETAL CEILING
IT102A
CONTROLBOOTH
203,HOSE REEL& HOSEREEL CABINET
064000A
A20.411A4 Sim
T.O. SLAB ELECTRICROOM94' - 0"
T.O. SLABMAINTENANCE LEVEL
100' - 0"
T.O. RIDE PLATFORM107' - 1"
T.O. STEEL117' - 1"
E4A20.401
RIDE TROUGH101
A20.411A8
057300A
051200A
075300A
,TYPE 4
057300A 057300B, TYPE 2- COORDINATEW/ ACTUATING GATE LAYOUT
A20.411A8 Sim/Opp
A B CA.7
, TYPE 4
A.4 A.6
010300B, ACTUATING GATES
055000J
075300A
033000A,MAT SLAB
, PEFORATED METAL CEILING
033000A, RIDE PIER TYP.
033000A , FOUNDATION WALL
T.O. SLAB ELECTRICROOM94' - 0"
T.O. SLABMAINTENANCE LEVEL
100' - 0"
T.O. RIDE PLATFORM107' - 1"
T.O. STEEL117' - 1"
41D4
A20.401D8
A20.401
ELECTRICALROOM
102
RIDE TROUGH101
A20.411A2
A20.411A4
051200A
075300A
W/ ACTUATING GATE LAYOUT
A20.412A6 Sim
2 3 3.1 3.6
055213B
RC0.5
, TYPE 1 COORDINATE
055213A
051200A
033000A
055213A
099416A
055000D
055213A
, TYPE 5
, TYPE 3
, TYPE 9
, FOUNDATION WALL
033000A , MAT SLAB
055213B, TYPE 1A
274116AMONITOR
AND 099000AON 033000A FOUNDATION WALL
LOAD201
UNLOAD202
131423A.
SEE ELECTRICAL
131423A , RIDE TRACK
055000J , PERFORATED CEILING
A.7
1' - 0" 8' - 9 1/2" 1' - 0"
1' - 0
"8'
- 7 1/
4"
4"7 1
/4"4"
11' - 9"
R 1' - 7" R 1' - 7
"
A.4A.6
092400A
3 1/2"5"3 1/2"
092400A
B
R 1' - 7" R 1' - 7"
1' - 0" 8' - 0 7/8" 1' - 0"
7' - 1
0 1/4"
1' - 0
"
10' - 0 7/8"
092400A
092400A
3 1/2"5"3 1/2"
SHEET NUMBER
PGAV
DR CK
CLIENT
DATE
THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TOWHICH THEY ARE AFFIXED, AND EXPRESSLY DISCLAIM ANYRESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS,ESTIMATES, REPORTS, OR OTHER DOCUMENTS OR INSTRUMENTSRELATING TO OR INTENDED TO BE USED FOR ANY PART OFPARTS OF THE ARCHITECTURAL OR ENGINEERING PROJECT
Ride Disclaimer:Outlines, sketches, or references of a possible"Ride" or "Rides" or use of any "ride" termssuch as "coaster", "merry-go-round", tradenames, etc. on this drawing are for purpose oflocation, general identification, and adjacencyonly. Peckham, Guyton, Albers, and Viets,Inc. and all engineers or companies listed onthis drawing (herein after referred to asArchitect/Engineer) hereby gives notice thatthe "Ride" however shown or referenced on thisdrawing is not in any way, shape, or form thecreation or responsibility of theArchitect/Engineer. Its design, structuralsupport, manufacture, erection, approval,acceptance, operation, safety, maintenance,and all of its function, characteristics, orappurtenances are not a part of theArchitect/Engineer's work. Such functions areto be performed by others engaged by theOwner for such purpose, or by Owner'spersonnel.
Accessibility for Persons with Disabilities:This drawing contains layouts and elementscritical to providing Access for DisabledPersons. Contractor shall provide verificationand certification of Compliance with theapplicable accessibility regulations.
Theming Design Intent:The theming scope of work shown on thesedrawings is for design intent. Outlines,sketches, drawings, picture references,material specifications, and notes on thisdocument are for the express purpose oflocation, general identification, adjacency, anddesign intent. Structural design, codecompliance, manufacture, installation, andsafety of operation are to be provided by theContractor including engineeringdocumentation signed and sealed by aqualified Engineer licensed to practice by theauthority having jurisdiction. TheArchitect/Designer’s review of submittals is forthe purpose of checking for conformance withinformation given and the design conceptexpressed in the Contract Documents.
SEE GENERAL DWG INFO. SHEET FOR COMPLETE LISTKeynote List
San Diego, CA
3/28/2017
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MLG EJP
March 29, 2017
ISSUE FORBID/PERMIT
BLDG 20 - ELEVATIONS &SECTIONS
A20.401
SWSD 2018Attraction
SEA
1/8" = 1'-0"B8 ELEVATION - NORTH 1/8" = 1'-0"A20.301
B4 ELEVATION - EAST
1/8" = 1'-0"A8 ELEVATION - SOUTH 1/8" = 1'-0"A4 ELEVATION - WEST
Key Value Keynote Text
010300B OWNER FURNISHED & CONTRACTOR INSTALLED - AS NOTED033000A CONCRETE051200A STRUCTURAL STEEL SHAPE - AS NOTED - REF STRUCT055000C ACCESSORY - AS NOTED055000D PIPE BOLLARD055000E METAL LADDER - AS NOTED055000F LADDER CAGE055000J STAINLESS STEEL COMPONENT - AS NOTED055100C STRINGER - AS NOTED055100D FRAMING - AS NOTED055213A GUARDRAIL - MEMBER SIZE AS NOTED055213B HANDRAIL - MEMBER SIZE AS NOTED057300A GUARDRAIL057300B HANDRAIL057500A DECORATIVE FORMED METAL064000A CASEWORK - TYPE NOTED075300A MEMBRANE ROOFING076200F SHEET METAL GUTTER076200G SHEET METAL DOWNSPOUT092400A 1 IN. PORTLAND CEMENT PLASTER-FINISH AS SPEC099000A PAINT - AS SCHEDULED099416A THEMED PAINTING131423A RIDE EQUIPMENT - AS NOTED224000A PLUMBING FIXTURE233000A HVAC EQUIPMENT274116A AUDIO-VIDEO EQUIPMENT
1. ELEVATION 100'-0" IS A RELATIVE ELEVATION. SEE CIVIL DRAWINGS FOR ALL TRUEELEVATIONS.
2. REFER TO STRUCTURAL FOR TOP OF SLAB ELEVATIONS AND SLOPES.
3. REFER TO CIVIL DRAWINGS FOR GRADING, ELEVATIONS, AND SITE IMPROVEMENTS.
4. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE SUPPRESSION, AND LIFESUPPORT SYSTEMS DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL SCOPE OFWORK
5. FINISH GRADES SHALL BE SMOOTH AND CONSISTENT WITHOUT POTENTIAL FORPONDING OR STANDING WATER. CONTRACTOR SHALL MAINTAIN A MINIMUM 2%SURFACE DRAINAGE SLOPE FROM BUILDINGS, STRUCTURES, AND PAVING INTODRAINAGE STRUCTURES. REFER TO CIVIL ENGINEER’S GRADING AND DRAINAGE PLAN.NOTIFY THE OWNER’S REPRESENTATIVE AND ARCHITECT OF DISCREPANCIESBETWEEN CONDITIONS SHOWN AND ACTUAL FIELD CONDITIONS.
6. RIDE RESTRICTED FENCE LAYOUT DIMENSIONS ARE SHOWN FOR INFORMATION ONLY.FINAL LOCATION AND EXTENT OF RIDE RESTRICTED FENCE TO BE CONFIRMED BY RIDEMANUFACTURER. REFER TO SHEET G01.101 FOR INFORMATION REGARDING RIDECLEARANCE AND REFER TO FINAL RIDE DRAWINGS FOR FINAL CLEARANCE ENVELOPEDIMENSIONS.
7. REFERENCE CHARACTER REFERENCE GUIDE FOR ALL 099416A THEMED PAINTING TYPESAND LOCATIONS.
8. REFER TO G01.131 FOR ALL TYPICAL PAVING DETAILS.
9. ALL 051200A, COLUMNS TO RECEIVE 099000A, PT-3
10. REFER TO G01.351 FOR ADDITIONAL STAIR AND RAILING REQUIREMENTS.
11. CONCRETE SURFACES RECEIVING 099416A THEMED PAINT TO HAVE BUG HOLES FILLEDPRIOR TO APPLICATION OF PAINT.
GENERAL NOTES
1/8" = 1'-0"A20.301
D8 BLDG 20 - E-W SECTION 1/8" = 1'-0"A20.301
D4 BLDG 20 - E-W SECTION
1/8" = 1'-0"A20.301
E4 BLDG 20 - N-S SECTION 1/4" = 1'-0"A20.401
E6 ELEVATION - ENTRY PORTAL 1/4" = 1'-0"A20.401
E8 ELEVATION - EXIT PORTAL
REVISION NO REVISION DATE
ATTACHMENT 5
