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DESIGN SPECIFICATIONS: ANSI/AISC 360-16 (15th ED); ACI 318-19; ASCE 7-16; ASTM F2376 (LATEST)
<br />GOVERNING BUILDING CODE: 2022 CALIFORNIA BUILDING CODE (2021 IBC)
<br />GRAVITY LOADING:
<br />WATER SLIDE:
<br />DEAD LOAD
<br />42" OPEN FLUME = 50 plf
<br />WATER LOAD
<br />42" OPEN FLUME = 15 plf
<br />RIDER (LIVE) LOAD
<br />42" OPEN FLUME = 400 lbs
<br />SNOW: GROUND SNOW LOAD = 0.0 psf
<br /> RISK CATEGORY = II
<br /> IMPORTANCE FACTOR = 1.0
<br />STAIRS AND LANDINGS
<br /> DEAD LOAD = 15 psf
<br /> LIVE LOAD = 100 psf
<br />SEISMIC DESIGN FACTORS:
<br /> SDS = 0.857g SS = 1.285g
<br /> SD1 = 0.846g S1 = 0.460g
<br /> SITE CLASS DEFINITION = D
<br /> SEISMIC DESIGN CATEGORY E
<br /> AMUSEMENT STRUCTURE NON BUILDING
<br /> R= 2.0
<br /> RISK CATEGORY = II
<br />WIND DESIGN
<br /> UNOCCUPIED ULTIMATE WIND VELOCITY (RISK CAT. I) = 89 MPH (3 SECOND GUST)
<br /> UNOCCUPIED ASD WIND VELOCITY (RISK CAT. I) = 69 MPH (3 SECOND GUST)
<br /> OCCUPIED ULTIMATE WIND VELOCITY (RISK CAT. II) = 95 MPH (3 SECOND GUST)
<br /> OCCUPIED ASD WIND VELOCITY (RISK CAT. II) = 74 MPH (3 SECOND GUST)
<br /> EXPOSURE CATEGORY = C
<br />GENERAL CONSTRUCTION NOTES:
<br />1.ALL WORK SHALL COMPLY WITH THE GOVERNING LOCAL BUILDING CODE.
<br />2.REFERENCE STANDARD: UNLESS OTHERWISE NOTED (U.O.N.), ALL STANDARDS SHALL BE CURRENT EDITION, WITH
<br />LATEST ADDENDA, IF APPLICABLE.
<br />3.THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR
<br />TO STARTING WORK AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES.
<br />4.GROUNDING OF SLIDE STRUCTURE AND SUPPORTS SHALL BE DONE IN ACCORDANCE WITH THE PROJECT
<br />SPECIFICATIONS AND THE LOCAL BUILDING CODE. GROUNDING NOT BY SPLASHTACULAR.
<br />FOUNDATIONS:
<br />1.FOUNDATIONS FOR THIS PROJECT HAVE BEEN DESIGNED IN ACCORDANCE WITH REQUIREMENTS SET FORTH IN THE
<br />REPORT BY CONVERSE CONSULTANTS (CONVERSE PROJECT NO. 23-32-142-01, DATED JULY 30, 2024). INDIVIDUAL
<br />SPREAD FOOTINGS HAVE BEEN DESIGNED TO BEAR ON TESTED AND APPROVED NATIVE SOIL OR ENGINEER FILL WITH A
<br />NET ALLOWABLE BEARING PRESSURE OF 2500 PSF. REFER TO THE SOILS REPORT FOR ADDITIONAL INFORMATION AND
<br />REQUIREMENTS. CONTRACTOR SHALL VERIFY THE SOIL BEARING PRESSURE PRIOR TO FOOTING CONSTRUCTION. THE
<br />CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT FOR ALL REQUIREMENTS AND RECOMMENDATIONS
<br />PERTINENT TO THIS PROJECT. PLEASE ALSO REFER TO SECTION 10.12 FOR GROUND IMPROVEMENT AND LIQUEFACTION
<br />MITIGATION MEASURES.
<br />2.ANCHOR BOLTS SHALL BE LOCATED BY MEANS OF A TEMPLATE. PROVIDE A NUT ABOVE AND BELOW TEMPLATE TO
<br />ASSURE PROPER VERTICAL ALIGNMENT. TEMPLATE PATTERN PROVIDED BY SPLASHTACULAR.
<br />3.ALL FOUNDATIONS SHALL BE SQUARE AND LEVEL.
<br />4.GROUT BELOW COLUMN BASES PLATES. GROUT SHALL BE DRY AND STIFF TO PREVENT SHRINKAGE, WITH A MINIMUM
<br />COMPRESSIVE STRENGTH OF 4000 PSI. THOROUGHLY COMPACT GROUT BENEATH BASE PLATE. CONTRACTOR TO
<br />PROVIDE (2) 1
<br />2" Ø WEEP HOLES BETWEEN COLUMN BASE PLATE AND CONCRETE PEDESTAL TO ALLOW FOR DRAINAGE OF
<br />COLUMN. (NOT BY SPLASHTACULAR CREWS)
<br />EXCAVATION AND BACKFILL NOTES:
<br />1.EXCAVATION AND BACKFILL SHALL BE EXECUTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
<br />2.BACKFILL AND COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICENSED GEOTECHNICAL ENGINEER.
<br />3.FOOTING EXCAVATIONS SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO ENSURE MINIMUM CONCRETE OVER A
<br />FOOTING REINFORCEMENT FOR FOOTING DEPTH.
<br />CONCRETE AND REINFORCING STEEL:
<br />1.CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE INSTITUTE (ACI) CODES AND SPECIFICATIONS,
<br />LATEST EDITION.
<br />ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE"
<br />ACI 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT"
<br />ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE"
<br />2.ALL CONCRETE FOR FOUNDATIONS SHALL BE NORMAL WEIGHT (150 PCF), 4000 PSI, 28 DAY COMPRESSIVE STRENGTH
<br />WITH 5% TO 7% AIR ENTRAINMENT.
<br />3.ALL CAST-IN-PLACE CONCRETE SHALL BE TESTED BY AN INDEPENDENT TESTING LABORATORY. SEE PROJECT
<br />SPECIFICATIONS FOR REQUIREMENTS. CONTRACTOR SHALL RETAIN TEST RESULTS FOR DURATION OF CONSTRUCTION.
<br />4.ALL CAST-IN-PLACE CONCRETE SHALL HAVE REACHED ITS DESIGN COMPRESSIVE STRENGTH PRIOR TO SLIDE STRUCTURE
<br />INSTALLATION . CONTRACTOR TO PROVIDE TESTING RESULTS IF REQUESTED BY SPLASHTACULAR.
<br />5.ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED, BILLET-STEEL ASTM A615. U.O.N. .
<br />6.CLEAR CONCRETE COVERAGE FOR ALL REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE
<br />DRAWING:
<br />CONCRETE CAST ON SOIL 3"
<br />FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2"
<br />7.BARS MARKED CONTINUOUS AND ALL VERTICAL STEEL SHALL BE LAPPED OR EMBEDDED TO DEVELOP THE FULL TENSILE
<br />CAPACITY OF THE BAR. LAPS SHALL BE AS SPECIFIED BELOW OR AS NOTED ON THE DESIGN DRAWINGS.
<br />#3 25" LAP 8" HOOK
<br />#4 25" LAP 8" HOOK
<br />#5 25" LAP 10" HOOK
<br />#6 37" LAP 12" HOOK
<br />#7 54" LAP 14" HOOK
<br />8.ALL BARS ARE TO BE SUPPORTED IN FORMS AND SPACED WITH WIRE BAR SUPPORTS PER ACI "MANUAL OF STANDARD
<br />PRACTICE FOR DETAILING CONCRETE STRUCTURES" (LATEST EDITION). BARS SHALL BE SECURELY WIRED PER LATEST
<br />EDITION OF CRSI RECOMMENDED PRACTICE FOR PLACING REINFORCING BARS. ACCESSORIES FOR EXPOSED CONCRETE
<br />SHALL BE PLASTIC OR SHALL HAVE PLASTIC TIPPED FEET.
<br />9.CONCRETE PLACE DURING COLD WEATHER SHALL CONFORM TO THE REQUIREMENTS OF ACI 306. COLD WEATHER IS
<br />DEFINED AS A PERIOD WHEN, FOR MORE THAN 3 SUCCESSIVE DAYS THE MEAN DAILY TEMPERATURE DROPS BELOW 40
<br />DEGREES FAHRENHEIT.
<br />10.CONCRETE PLACED DURING HOT WEATHER SHALL CONFORM TO THE REQUIREMENTS OF ACI 305.
<br />11.ALL EDGES OF FORMED CONCRETE SHALL HAVE A 3
<br />4" CHAMFER U.N.O.
<br />STRUCTURAL STEEL:
<br />1.ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:
<br />W SHAPE STEEL ASTM A992 GRADE 50
<br />CHANNELS, ANGLES, PLATE, & MISC STEEL ASTM A36
<br />STRUCTURAL TUBING RECTANGULAR SECTIONS ASTM A500, GRADE C (FY = 50 KSI)
<br />STRUCTURAL TUBING HSS16.00 CIRCULAR ASTM A500, GRADE C (FY = 46 KSI)
<br />STEEL PIPE AND 24" DIA x 0.25 ASTM A53, GRADE B (FY = 35 KSI)
<br />BOLTS, STEEL TO STEEL A325N (SNUG TIGHT), A307N (SNUG TIGHT)
<br />BOLTS, STEEL TO STEEL A325SC (FULLY PRETENSIONED), WHERE NOTED
<br />ANCHOR BOLTS ASTM F1554 (FY = 36 KSI)
<br />2.BOLT HOLES SHALL BE 1
<br />16" GREATER THAN BOLT SIZE (STANDARD HOLES), UNLESS NOTED OTHERWISE (U.N.O.). ALL BOLT
<br />HOLES LARGER THAN THE STANDARD HOLE SHALL BE CONSIDERED OVERSIZED OR SLOTTED AND REQUIRE THE
<br />INSTALLATION OF A WASHER. ALL BOLTS, NUTS, WASHERS AND STRUCTURAL STEEL SHALL BE HOT-DIP GALVANISED.
<br />3.HARDENED WASHERS SHALL BE INSTALLED OVER ALL OVERSIZED OR SLOTTED HOLES.
<br />4.WELDING SHALL CONFORM TO THE LATEST PUBLICATION OF APPLICABLE CODES SET FORTH BY THE AMERICAN
<br />WELDING SOCIETY. WELDING ELECTRODES SHALL BE ER70S-6.
<br />5.EXPANSION ANCHORS: SHALL BE HILTI "KWIK BOLT TZ" OR APPROVED EQUAL. INSTALL ANCHORS IN CONFORMANCE
<br />WITH THE MANUFACTURER'S RECOMMENDATIONS.
<br />6.ADHESIVE ANCHORS SHALL BE HILTI "RE 500 V3" OR APPROVED EQUAL. INSTALL ANCHORS IN CONFORMANCE WITH
<br />THE MANUFACTURER'S RECOMMENDATIONS.
<br />7.ERECTOR AND FABRICATOR SHALL FOLLOW ALL AISC STANDARDS AND PRACTICES WHICH PERTAIN TO THE WORK
<br />HEREIN.
<br />TREADS, LANDINGS, AND PLATFORM DECKING:
<br />1.GRATING/DECKING FOR TREADS, LANDINGS AND PLATFORMS SHALL BE 1 5
<br />8" THICK WITH A NON SLIP WALKING
<br />SURFACE. SEE SEPARATE SUBMITTAL FOR ADDITIONAL DETAILS.
<br />PLATFORM COVER/CANOPY: (SEE CONTRACT FOR INCLUSION OR EXCLUSION OF THE SLIDE CANOPY)
<br />1.CANOPY SHALL BE PROVIDED OVER SLIDE ENTRY PLATFORMS. COVER SHALL BE A PIPE FRAME WITH ACRYLIC FABRIC OR
<br />WOVEN VINYL IMPREGNATED POLYESTER YARN. FABRIC SHALL BE ATTACHED TO PIPE FRAME USING WHITE STRAPS
<br />AND SPRING CLIPS.
<br />2.BOTTOM OF SHADE SHALL BE 7'6" ABOVE THE ENTRY TUB.
<br />3.CANOPY LEGS SHALL FIT INTO SLEEVES AT CORNERS OF THE DECK.
<br />4.CANOPY DESIGN TO BE IN CONFORMANCE WITH IBC SECTION 3105.
<br />5.FABRIC CANOPIES SHALL BE REMOVED DURING WINTER MONTHS. CANOPIES ARE NOT DESIGNED FOR SNOW LOADING.
<br />STRUCTUAL STEEL COATING:
<br />1.ALL STRUCTURAL STEEL SHALL BE HOT DIPPED GALVANIZED.
<br />2.ON ALL PAINTED PROJECTS, THE STRUCTURAL STEEL WILL HAVE A POWDER COATED FINISH.
<br />SPECIAL INSPECTIONS:
<br />1.THE OWNER, ARCHITECT OR THE ENGINEER OF RECORD ACTING AS THE OWNERS AGENT SHALL EMPLOY ONE OR MORE
<br />SPECIAL INSPECTORS TO PROVIDE INSPECTIONS FOR:
<br />1.1.CONCRETE
<br />1.1.1.CONTINUOUS: ANCHOR BOLT, TEST SAMPLE, SLUMP, TEMPERATURE
<br />1.1.2. PERIODIC: REINFORCING STEEL, PLACEMENT, DESIGN MIX, CURING, FORM WORK
<br />1.2.STEEL (AS REQUIRED TO MEET STATE/CITY BUILDING CODE AND QUALITY REQUIREMENTS)
<br />1.2.1. CONTINUOUS: SLIP CRITICAL CONNECTION, FULL PENETRATION WELD
<br />1.2.2.PERIODIC: IDENTIFICATION MARK, MANUFACTURER'S CERTIFICATION, BEARING TYPE CONNECTION, FILLET
<br />WELDS
<br />1.3.SOIL
<br />1.3.1.CONTINUOUS: BEARING CAPACITY
<br />1.3.2. PERIODIC: FOUNDATION DEPTH
<br />2.THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE TO THE
<br />SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE ITEMS LISTED ABOVE.
<br />3.THE SPECIAL INSPECTOR SHALL FURNISH AND SUBMIT A FINAL INSPECTION REPORT TO THE BUILDING OFFICIAL, THE
<br />ENGINEER OR ARCHITECT OF RECORD.
<br />4.ANY COST ASSOCIATED WITH PROVIDING THE ABOVE INSPECTIONS INCLUDING SHOP INSPECTIONS AND MATERIAL
<br />TESTING SHALL BE BY THE OWNER, ARCHITECT OR ENGINEER ACTING AS THE OWNER'S AGENT. NOT BY
<br />SPLASHTACULAR.
<br />FIBERGLASS FASTENER SPECIFICATIONS:
<br />2. 3/8" x 1 1/2" S.S. FASTENERS AT ALL FLUME SECTION JOINTS
<br />3. 1/2" x 3" GALVANIZED FASTENERS AT FLUME ARM MOUNTING PLATES
<br />FIBERGLASS FLUME SPECIFICATIONS:
<br />1. 20 MILS MIN OF SPRAY LAY-UP ISOPHTHALIC NEOPENTYL GLYCOL (ISO-NPG) GEL COAT W/ UV INHIBITORS, INTERIOR &
<br />EXTERIOR
<br />2. LAMINATE THICKNESS OF 1/4" NOMINAL SPRAY/CHOP LAY-UP THROUGHOUT ENTIRE BODY
<br />3. GLASS-TO-RESIN RATIO OF APPROXIMATELY 35 TO 65
<br />4. FLANGE THICKNESS OF 1/4" NOMINAL
<br />5. ONE (1) LAYER OF 18 OZ. WOVEN ROVING THROUGHOUT THE BODY OF FLUME AND BETWEEN LAYERS OF CHOP
<br />6. REVERSE SIDES SANDED TO BE FREE OF BURRS AND SPRAYED TO A NON-POROUS FINISH WITH AN ISO-NPG GEL COAT
<br />CONTAINING A HI-GLOSS GEL COAT ADDITIVE (DURATEC)
<br />7. ALL EDGES WET-TRIMMED AND HAND-SANDED TO DULL, ROUNDED EDGE AND FINISH WITH AN ISO-NPG GEL COAT
<br />CONTAINING DURATEC
<br />FIBERGLASS STARTER TUB SPECIFICATIONS:
<br />1. ALL OF THE ABOVE FLUME SPECIFICATIONS APPLY, EXCEPT AS NOTED
<br />2. STARTER TUB LAMINATE THICKNESS IS 1/4" TO 5/16" OF SPRAY/CHOP LAY-UP THROUGHOUT THE ENTIRE BODY
<br />3. FLOOR AND RIDING SURFACE ONLY IS REINFORCED WITH A NON-COMPRESSING CORE MATERIAL, OF NOT LESS THAN
<br />3/8" THICK TO WITHIN 4" OF THE ATTACHMENT FLANGE, AND COVERED WITH NOT LESS THAN 1/8" SPRAY/CHOP
<br />LAMINATE.
<br />TITLE:
<br />DATE:
<br />SCALE:
<br />GENERAL NOTES
<br />NTS S1.0
<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 />GENERAL NOTES
<br />08/14/25
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