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2102 S Flower St- New Aquatic Center Bldg - DEF - Plan
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2102 S Flower St- New Aquatic Center Bldg - DEF - Plan
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Last modified
1/7/2026 5:00:16 AM
Creation date
1/7/2026 5:00:04 AM
Metadata
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Plan
Permit Number
20183653
20183654
20183655
30147617
30147618
40139389
40139390
101123371
101123372
Full Address
2102 S Flower St
Street Number
2102
Street Direction
S
Street Name
Flower
Street Suffix
St
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C6 <br />C2 <br />20'-0" <br />2'-0"2'-0"3'-0"3'-0"2'-6"2'-6"2'-6"2'-6" <br />12'-4" <br />7' <br />- <br />3 <br />1 8" <br />1' <br />- <br />7 <br />" <br />2' <br />- <br />1 <br />" <br />3' <br />- <br />4 <br />" <br />7' <br />- <br />0 <br />" <br />LA <br />LA <br />R1' <br />- <br />3 <br />" <br />135 <br />. <br />0 <br />° <br />TYP <br />81 <br />8" <br />818" <br />C6x8.2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6x8.2 <br />HS <br />S <br />6 <br />x <br />4 <br />x <br />3 <br />16 <br />" <br />HSS6x4x3 16" <br />HSS6x4x3 16" <br />HSS6x4x3 16" <br />HS <br />S <br />6 <br />x <br />4 <br />x <br />3 <br />16 <br />" <br />C1 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />CANOPY POST BRACKET, <br />SEE DETAIL 07S7.0 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />C6 <br />x <br />8 <br />. <br />2 <br />HS <br />S <br />6 <br />x <br />4 <br />x <br />3 <br />16 <br />" <br />HSS6x4x3 16" <br />C6 <br />x <br />8 <br />. <br />2 <br />HSS6x4x3 16" <br />(CL CANOPY POST) <br />(C <br />L <br /> <br />C <br />A <br />N <br />O <br />P <br />Y <br /> <br />P <br />O <br />S <br />T <br />) <br />PROVIDE WEEP HOLES IN BOTTOM <br />OF TUBE FOR GALVANIZING PROCESS <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />TUBE <br />CHANNEL <br />PROVIDE WEEP HOLES IN BOTTOM <br />OF TUBE FOR GALVANIZING PROCESS <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />CHANNEL <br />3 16 <br />CHANNEL <br />HSS6x4 TO HSS6x4 <br />HSS6x4 TO C6 <br />C6 TO C6 <br />CORNER C6 TO C6 <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />3 16 <br />C6x8.2 HSS6x4x3 16 <br />6" <br />4" <br />112" <br />3" <br />112" <br />45.0° <br />PL - 1" X 26" DIA LA <br />NOTES: <br />1.CONNECTION, WELD & TYPICAL DETAILS SHOWN ON THIS PLAN APPLY <br />TO ALL LANDINGS & PLATFORMS. <br />2.FOR GUARDRAIL BOLT HOLES, SEE DETAILS SHEET S8 AND PLANS ON S6. <br />3.SEE SHEET S4 FOR COLUMNS. <br />(4) - 13 16" Ø x 1 7 8" SLOTS <br />ON 22" Ø BOLT CIRCLE FOR <br />3 4" Ø x 3 1 2" A325 BOLTS <br />W/ LOAD INDICATING <br />WASHER. PROVIDE 5 16" <br />PLATE WASHER OVER <br />SLOTTED HOLE. <br />3/16 <br />TYP. <br />3/16 <br />TYP. <br />TYPICAL TREAD SECTION <br />158" <br />7" <br />1'-101 <br />2" <br />86. <br />0 <br />° <br />SPIRAL STAIR <br />FIBERGLASS TREAD <br />PROVIDE 2 - 1 2"Ø <br />WEEP HOLES TYP <br />CUT END <br />OF TREAD; <br />SEE 04S7.0 <br />ST <br />A <br />I <br />R <br />UP <br />3'-7 7 <br />16" <br />43" STANDARD CCW TREAD <br />R1'-01 <br />4" <br />114" <br />4 <br />9 16 <br />"3 <br />8" <br />3'-714" <br />1' <br />- <br />4 <br />916 <br />"1' <br />- <br />4 <br />1 2" <br />1' <br />- <br />5 <br />15 16 <br />" <br />2" <br />25 <br />8" <br />DECKING SPAN <br />158" <br />FINISHED PANEL <br />EDGE/STAIR RISER <br />18 <br />. <br />0 <br />° <br />BENT <br />RISER <br />PLATE <br />11" <br />11" <br />11" <br />3'-714" <br />5 16"Ø HOLES FOR 1 4"x21 4" <br />BUTTON HEAD SS BOLTS <br />(TYP.) <br />3'-7 7 <br />16" <br />114" <br />TREAD SUPPORT <br />FROM RAILING <br />STD. FIBERGLASS <br />TREAD INSERT <br />NOTE: REFER TO THE CONTRACT FOR THE INCLUSION OR EXCLUSION OF THE SLIDE <br />CANOPY. ALL EXTERIOR SLIDE TOWERS WILL HAVE THE HOLES DRILLED FOR <br />CANOPY BRACKETS. <br />6 5 <br />16" <br />1 <br />9 16 <br />" <br />21 <br />2" <br />77 <br />8" <br />3 8"21 <br />4" <br />STD 2" PIPE <br />(2)- 13 16" Ø HOLE FOR <br />3 4" x 2" A325 BOLT <br />STD 2 1 2" PIPE <br />811 <br />16" <br />1 9 <br />16"5 9 <br />16" <br />1 <br />9 16 <br />" <br />11 <br />G <br />A <br />23 <br />4" <br />2" <br />(2) 5 16"Ø HOLE FOR 1 4"Ø x 21 4" <br />A307 CARRIAGE HEAD BOLT <br />213 <br />16" <br />EDGE OF <br />RAILING <br />EDGE OF <br />PLATFORM <br />3" <br />512" <br />21 <br />2"21 <br />4"1 9 <br />16" <br />114" <br />114" <br />3 <br />4" <br />3 4" <br />213 <br />16"2"1 9 <br />16" <br />ED <br />G <br />E <br /> <br />O <br />F <br />FR <br />A <br />M <br />I <br />N <br />G <br />C6 <br />ED <br />G <br />E <br /> <br />O <br />F <br />RA <br />I <br />L <br />I <br />N <br />G <br />1 9 <br />16" <br />GUARDRAIL TOP BAR - SEE <br />SHEET S8.0 <br />234" <br />3/16 <br />3/16 <br />1/8 <br />1/8 <br />The Structural Support System, <br />foundations, decking/treads, <br />fiberglass components including a <br />finite analysis of the ride path <br />depicted on these drawings were <br />designed under the direction of the <br />Professional Engineer who's seal <br />and signature are affixed to this <br />drawing. Any structural design <br />connections of the slide <br />components that are connected to <br />a building are not by Splashtacular. <br />This document is the intellectual <br />property of Splashtacular, LLC, which <br />has exclusive rights to proprietary <br />trade secrets and confidential <br />information contained herein. Receipt <br />of permission to use this document <br />does not convey any rights to use the <br />information contained herein without <br />prior written consent of <br />Splashtacular, LLC. <br />REVISION HISTORYDATEMARK APPROVED <br />04/15/2025 ISSUED FOR APPROVAL <br />1 06/02/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 1 <br />2 07/10/2025 ISSUED FOR APPROVAL - REVISE AND RESUBMIT 2 <br />07/25/2025 ISSUED FOR CONSTRUCTION <br />C <br />PROJECT NUMBER: <br />TITLE: <br />PROJECT: <br />DATE: <br />STATE: <br />COUNTRY: <br />APPROVED:CHECKED:CITY: <br />DESIGNER:SCALE: <br />MEMORIAL PARK <br />11525 USA <br />CA <br />SANTA ANA <br />03/27/2025 <br />GLC <br />DBG/DAR RRR <br />2025 - Splashtacular, LLC - All Rights Reserved. <br />W a t e r s l i d e s a n d W a t e r p a r k A t t r a c t i o n s <br />401 N.East Street • Paola, Kansas 66071 <br />P 800.844.5334 • F 913.294.2496 <br />® <br />TITLE: <br />DATE: <br />SCALE: <br />TOWER FRAMING & DETAILS <br />AS NOTED S7.0 <br />1 <br />S7.0 <br />PLATFORM FRAMING PLAN <br />SCALE: 3/4" = 1'-0" <br />3 <br />S7.0 <br />WELDING DETAILS <br />SCALE: 1-1/2" = 1'-0" <br />2 <br />S7.0 <br />FRAMING MEMBER DETAILS <br />SCALE: 3" = 1'-0" <br />5 <br />S7.0 <br />FIBERGLASS TREAD DETAILS <br />SCALE: 3" = 1'-0" <br />4 <br />S7.0 <br />FIBERGLASS TREAD PLAN <br />SCALE: 1" = 1'-0" <br />6 <br />S7.0 <br />FIBERGLASS SUPPORT FRAME DETAILS <br />SCALE: 1" = 1'-0" <br />7 <br />S7.0 <br />CANOPY BRACKET DETAIL - STANDARD <br />SCALE: 3" = 1'-0" <br />08/14/25
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