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PlayBooster and Evos <br />(5-12 years)Max Fall Height: 88 <br />inches <br />Weevos <br />(2-5 years)Max Fall Height: 50 <br />inches <br />ARCH <br />#1 <br />ARCH#2 <br />ARCH <br />#1 <br />ARCH#2 <br />small arch <br />medium arch <br />large arch <br />164170 <br />WEEVOS <br />MAINSTRUCTUREW/3 <br />ARCHS <br />173573WEE <br />PLANETCLIMBER <br />164174COZY <br />COASTERSLIDE <br />W/ASTMHANDRAIL173575SWIGGLY <br />STIX <br />164178 <br />BOPPITY <br />BRIDGE <br />179182TWO <br />ARCHES <br />HEMISPHERE <br />CLIMBER <br />179222 <br />BELT-ZONE <br />183176RUSH <br />SLIDE <br />193171 <br />SWIGGLEKNOTS <br />NO DECKS <br />166809 <br />E-POD/SEAT <br />160208 <br />POWERLIFTER <br />173581 <br />MARBLE <br />PANEL <br />177714COLOR <br />SPLASHPANEL <br />*CP025496 <br />IND ENGINEERING SERVICES - SKYWAYS® ELECTRONIC STAMPED ENGINEERED DRAWINGS*CP042041 <br />IND SKYWAYS JOINED SAILS-MIX <br />CRUSHED ROCK <br />SUBGRADE <br />LOOSE FILL <br />PROTECTIVE <br />SURFACING <br />CONCRETE FOOTING <br />(SEE SCHEDULE) <br />POST <br />(SEE PLAN) <br />d <br />4" <br />dCL <br />E <br />A <br />R <br />dEM <br />B <br />E <br />D <br />dFT <br />G <br />bFTG <br />GRADE <br />14 <br />" <br /> <br />M <br />A <br />X <br />SKYWAYS POSTS AND SHADE <br />(BY OTHERS) <br />SKYWAYS POSTS AND SHADE <br />(BY OTHERS) <br />A <br />A A <br />A <br />B <br />B <br />B <br />2 <br />S100 <br />TYP AT <br />POST B <br />2 <br />S100 <br />TYP AT <br />POST A <br />2 <br />S100 <br />TYP AT <br />POST C <br />C <br />C <br />D <br />C <br />C <br />C <br />2 <br />S100 <br />© 2025 Larson Engineering, Inc. All rights reserved. <br />Sheet Title: <br />Checked by: <br />Drawn by: <br />Project No: <br />No:Date:Description: <br />Date: <br />Issue/Revisions: <br />Sheet No: <br />CL <br />I <br />E <br />N <br />T <br />: <br />9/ <br />5 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />1 <br />0 <br />: <br />3 <br />9 <br />: <br />0 <br />9 <br /> <br />A <br />M <br /> <br />W <br />: <br />\ <br />2 <br />0 <br />2 <br />5 <br />\ <br />S <br />t <br />r <br />u <br />c <br />t <br />u <br />r <br />a <br />l <br />\ <br />1 <br />1 <br />2 <br />5 <br />0 <br />5 <br />3 <br />7 <br /> <br />B <br />r <br />i <br />st <br />o <br />l <br /> <br />T <br />o <br />l <br />l <br />i <br />v <br />e <br />r <br /> <br />P <br />a <br />r <br />k <br /> <br />( <br />L <br />S <br />I <br />) <br />\ <br />3 <br />. <br /> <br />W <br />o <br />r <br />k <br />i <br />n <br />g <br /> <br />D <br />o <br />c <br />s <br />\ <br />B <br />. <br /> <br />D <br />r <br />a <br />w <br />i <br />n <br />g <br />s\ <br />1 <br />1 <br />2 <br />5 <br />0 <br />5 <br />3 <br />7 <br /> <br />- <br /> <br />B <br />r <br />i <br />s <br />t <br />o <br />l <br /> <br />T <br />o <br />l <br />l <br />i <br />v <br />e <br />r <br /> <br />P <br />a <br />r <br />k <br /> <br />- <br /> <br />R <br />2 <br />3 <br />. <br />r <br />v <br />t <br />S100 <br />STRUCTURAL NOTES, <br />FOUNDATION PLAN, <br />AND DETAIL <br />11250537 <br />MAM <br />KTS <br />09/05/2025 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br />L <br />I <br />F <br />O <br />R <br />N <br />I <br />A <br />BR <br />I <br />S <br />T <br />O <br />L <br /> <br />T <br />O <br />L <br />L <br />I <br />V <br />E <br />R <br /> <br />P <br />A <br />R <br />K <br />PL <br />A <br />Y <br />B <br />O <br />O <br />S <br />T <br />E <br />R <br />, <br /> <br />E <br />V <br />O <br />S <br />, <br /> <br />A <br />N <br />D <br />WE <br />E <br />V <br />O <br />S <br /> <br />A <br />S <br />S <br />E <br />M <br />B <br />L <br />I <br />E <br />S <br />POST SCHEDULE <br />POST SIZE <br />POST A 5" DIA X 0.120" THK STEEL TUBE <br />POST B 5" DIA X 0.125" THK ALUMINUM TUBE <br />POST C 3 1/2" DIA X 0.120" THK STEEL TUBE <br />POST D 3 1/2" DIA X 0.120" THK STEEL TUBE <br />PIER FOOTING SCHEDULE <br />POST bFTG dFTG dEMBED dCLEAR <br />POST A 24" DIA 50" 20" 30" <br />POST B 18" DIA 50" 20" 30" <br />POST C 24" DIA 54" 20" 34" <br />POST D 24" DIA 58" 20" 38" <br />WORK SCOPE <br />STRUCTURAL WORK SCOPE PRESENTED IN THIS DRAWING IS LIMITED TO THE DESIGN OF THE 5'' <br />DIA ALUMINUM AND STEEL POSTS, AND 3.5" STEEL POSTS FOR THE PLAYBOOSTER, EVOS, AND <br />WEEVOS ASSEMBLIES, AS WELL AS THE ASSOCIATED CONCRETE FOOTINGS. STRUCTURAL <br />DESIGN IS LIMITED TO WIND AND SEISMIC LOADS ONLY. <br />BUILDING CODE USED FOR DESIGN <br />2022 CALIFORNIA BUILDING CODE (2021 IBC) <br />LOAD CRITERIA <br />1. WIND LOAD CRITERIA PER 2022 CBC (ASCE 7-16): <br />BASIC WIND SPEED 95 MPH (ULTIMATE WIND SPEED) <br />BUILDING EXPOSURE “B” <br />RISK CATEGORY II <br />2. SEISMIC LOAD CRITERIA PER TERRACON GEOTECHNICAL ENGINEERING REPORT (PROJECT <br />NO. CB235154) AND 2022 CBC (ASCE 7-16): <br /> RISK CATEGORY II <br /> Ie = 1.00 <br /> SS = 1.295 <br /> S1 = 0.462 <br /> SITE CLASS D (DEFAULT) <br /> SDS = 0.863 <br /> SD1 = 0.567 <br /> SEISMIC DESIGN CATEGORY D <br /> DESIGN BASE SHEAR, VE = CS*WEIGHT <br /> CS = 0.43 <br /> R = 2.00 <br /> EQUIVALENT LATERAL FORCE PROCEDURE <br />BASIC SEISMIC FORCE-RESISTING SYSTEM: AMUSEMENT STRUCTURES AND MONUMENTS. <br />3. STRUCTURAL CALCULATIONS BASED ON LANDSCAPE STRUCTURES DRAWINGS <br />#1181397-03-03 DATED 11/25/2024. <br />ALUMINUM <br />1. EXTRUDED ALUMINUM TUBES SHALL BE 6005A-T61 TEMPER AND ALLOY. <br />STRUCTURAL STEEL <br />1. STEEL TUBES SHALL MEET THE REQUIREMENTS OF Fy = 50 KSI, AND Fu = 62 KSI. <br />CONCRETE <br />1. CAST-IN-PLACE CONCRETE STRENGTH SHALL BE f'c = 3500 PSI, NORMAL WEIGHT, AND AIR- <br />ENTRAINED. <br />2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301. <br />3. COMPLY WITH ACI 305 FOR HOT WEATHER CONCRETING. <br />SOIL <br />1. THE LATERAL SOIL BEARING PRESSURE (PER TERRACON GEOTECHNICAL ENGINEERING <br />REPORT) IS ASSUMED TO BE ρ = 175 PSF/FT WITH THE FIRST 2' OF DEPTH FOR LATERAL <br />RESISTANCE TO BE NEGLECTED. <br />2. THE SOIL BEARING PRESSURE (PER TERRACON GEOTECHNICAL ENGINEERING REPORT AND <br />2022 CBC) IS ASSUMED TO BE σ = 1500 PSF. <br />CONCRETE SPECIAL INSPECTIONS <br />1. CONCRETE PLACEMENT: PERIODIC INSPECTION REQUIRED. <br />2. SAMPLE FOR STRENGTH TESTS OF EACH CLASS OF CONCRETE PLACED EACH DAY SHALL BE <br />TAKEN NOT LESS THEN ONCE PER DAY. <br />SOIL SPECIAL INSPECTIONS <br />1. PERIODICALLY VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO <br />ACHIEVE THE DESIRED BEARING CAPACITY. <br />2. PERIODICALLY VERIFY EXACAVATIONS ARE EXTENDED TO THE PROPER DEPTH AND HAVE <br />REACHED PROPER MATERIAL. <br />3. PERIODICALLY PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. <br />4. CONTINUOUSLY VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES <br />DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. <br />5. PRIOR TO PLACEMENT OF COMPACTED FILL, PERIODICALLY INSPECT SUBGRADE AND VERIFY <br />THAT THE SITE HAS BEEN PREPARED PROPERLY. <br />STRUCTURAL NOTES <br />09/05/2025 Issue <br />SECTION <br />3/4" = 1'-0"S100 <br />2 <br />1/4" = 1'-0" <br />PLAYBOOSTER AND WEEVOS FOUNDATION PLAN <br />09/05/2025