Item 14 - AIPP Givens Pool_Final Design Review.pdf — original pdf

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• Project: Givens Pool • Artist(s): Melissa Borrell • Phase: Final Design • Sponsoring Department: Parks and Recreation • Project Budget: $170,000 • Council District: District 1 • Project Manager: Ryan Runcie AIPP PANEL MEETING AGENDA ITEM #8 DATE:9/8/2025 Making Waves at Givens Pool Melissa Borrell Final Design Making Waves at Givens Pool Making Waves artwork is a tribute to Dr. Givens, providing much needed shade at the pool that has been and continues to be a favorite community gathering spot for generations of residents of the neighborhood. The title alludes to both the changes that Dr. Givens fought for and made in the city as well as the literal waves that happen in the pool as people play, cool off, and splash. The colorful artwork has a kinetic visual element that changes depending on the viewing angle. The red and yellow colors represent the movement of the sun over the course of the day from sunrise to sunset. Viewed from one direction the background of yellow daytime sun will be more visible and red will be more apparent from the opposite side referencing the sunset hours. Making WavesMelissa Borrell -Givens Pool Final Design Making Waves at Givens Pool - Various Views Making WavesMelissa Borrell -Givens Pool Final Design 1 2 3 4 5 47'-3 5/8" 17'-4 3/8" 1'-4 7/8" 41'-5" 5" CONCRETE SLAB-ON-GRADE REINFORCED W/ #4 @ 12" O.C. EA. WAY, SEE STRUCTURAL NOTES FOR BUILDING PAD PREPARATION 16'-0" 44'-5 1/8" 40'-6 7/8" " 6 - ' 1 1 " 2 - ' 4 1 " 0 1 - ' 1 1 " 6 6 S307 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 7.00° 5 1 1 ' - 6 7 / 8 " 0'- 0 " = 1 R 6 S307 6 S307 16'-0" 13'-7 3/8" 26'-8 1/8" 19'-6" 19'-6" NEW POOL DECK ON GRADE 2 S304 6 S304 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. R = 1 0 '- 0 " 6 S307 / " 8 1 7 - ' 8 19'-6" 153'-5 1/2" " 2 - ' 3 . Q S 1 S305 A B 6 S307 R= 10'-0" 11'-5 3/4" SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 4 5 . 0 0 ° 6 S307 19'-6" 18'-11 1/8" 27'-5 5/8" / " 4 1 0 - ' 9 1 " 6 13'-5 5/8" 12'-11 5/8" " 0 - ' 5 1 EXISTING 2'-0"W X 1'-0" DEEP CONTINUOUS FOOTINGS 4 S303 5 S303 .07 .08 2 S304 JOINT BETWEEN ELEVATED POOL DECK SYSTEMS 4 8X8 CMU PILASTER 7 S305 3 S305 C 8X8 CMU PILASTER SEE 7/S306 FOR GATE POST BASE DETAIL (SIM.) 6 S305 - 2 2 R D NEW ACCESS HATCH REF. AQ DRAWINGS EXISTING ACCESS HATCH TO BE REMOVED AND INFILLED 1 S304 1 S304 NEW 2" MAX. CONCRETE TOPPING SLAB OVER STYROFOAM. REINF. W/ 4X4 W2.9x2.9 WWF 6 S305 - 0 1 0 0 1 2 9 \ s t n e m u c o D \ a r a H O y b b o B \ s r e s U ' \ : C t v r . X Z 2 Z Q a r a h o b _ S N E V G I M P 4 2 : 9 5 : 2 4 2 0 2 / 7 / 3 EXISITNG CONCRETE POOL FLOOR NEW 6" THICK CONCRETE SLAB OVER CMOMPACTED FILL MATERIAL, REINF. W/ #4 @ 12" O.C. EA. WAY 1 S308 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 1 S304 5 S304 4 S304 4 S303 5 S303 3 S304 4 S304 2 S306 HSS6X6X1/4 HSS6X6X1/4 BP-1 BP-1 1 S304 5 S306 6 B T N A C B1 CANT B1 2 S307 8 B T N A C HSS6X6X1/4 HSS6X6X1/4 BP-1 BP-1 . J . E " 1 NEW 2" MAX. CONCRETE TOPPING SLAB OVER STYROFOAM. REINF. W/ 4X4 W2.9x2.9 WWF 7 B 8 B 5 B 6 B HSS6X6X1/4 BP-1 B3 CANT B3 B4 B2 T N A C 9 B 1 S307 9 B HSS6X6X1/4 BP-1 3 S307 HSS6X6X1/4 BP-1 4 S307 " 8 / 1 1 1 - ' 5 " 8 / 3 9 - ' 5 " 2 / 1 8 - ' 1 1 A " 1 - ' 1 B.8 B " 8 C 4 S306 SIM 2A S306 HSS6X6X1/4 BP-1 6" SLAB OVER CRAWLSPACE REINFORCED W #4 @ 9" O.C. EACH WAY, SEE STRUCTURAL NOTES 3 S306 6 S305 HSS6X6X1/4 BP-1 HSS6X6X1/4 BP-1 1 S306 4 S307 9'-5" 9'-5" 9'-5" 8" 1 2 3 4 TPBE Firm F-12778 210 Barton Springs Rd. Ste. 250 Austin, TX 78704 (512) 474 4001 Project # 9210010 T Y P . 6 S306 NEW 1" MIN. THICKNESS TOPPING SLAB REINF. W/ 4x4 W1.4xW1.4 WWF 6 S307 2 EXISTING COL. TO BE REPLACED EXISTING COL. EXISITNG POOL HOUSE SLAB-ON- GRADE FOUNDATION (PER DRAWINGS PREPARED BY THE MARVIN TURNER ENGINEERS DATED SEPT. 1958) 3 S308 EXISTING COLUMN TO BE REPLACED EXISTING COLUMN TO RECEIVE BASE REPAIR, SEE 5/S309 NEW 1" MIN. THICKNESS TOPPING SLAB REINF. W/ 4x4 W1.4xW1.4 WWF 1 2 " 0 - ' 5 1 " 4 / 1 7 - ' 1 1 " 4 / 1 7 - ' 1 1 " 0 - ' 5 1 " 0 - ' 5 1 4 S308 RFI #18 3 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 7 S307 13'-5 5/8" 15'-0" NEW POOL DECK ON GRADE 1 6 S306 SIM. 5 S307 TYP. 8 S307 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 7 S307 6 S307 JOINT BETWEEN ELEVATED POOL DECK SYSTEMS 6 S306 T Y P. 1 S303 WALL 1 T.O. FTG. EL. -2'-11" T.O. WALL EL. -0'-11" 1 FOUNDATION PLAN SCALE: 3/32" = 1'-0" PLAN NOTES: 1. FINISH FLOOR ELEVATION = 0'-0", UNLESS NOTED OTHERWISE. ACTUAL ELEVATION 498.92' = 0'-0". 2. TOP OF CONCRETE ELEVATION (T.O.C. EL.) = FINISH FLOOR. UNLESS RECESSED TO RECEIVE FLOORING MATERIALS. 3. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR RECESSES, DROPS AND SLOPES NOT DIMENSIONED ON PLAN. 4. CENTERLINES OF PIERS NOT SPECIFICALLY LOCATED ON PLAN BY NOTE OR DIMENSION SHALL BE LOCATED AS FOLLOWS: A. SUPPORTING FREESTANDING COLUMNS: CENTERLINES OF COLUMN. B. SUPPORTING GRADEBEAMS AND WALLS: CENTERLINE OF GRADEBEAM OR WALL IN ONE DIRECTION, GRID OR AS NOTED IN OTHER DIRECTION. AT CORNER CONDITIONS: CENTERLINES OF GRADEBEAMS OR WALLS. C. COLUMNS EMBEDED IN GRADEBEAMS OR WALLS (PILASTERS): CENTERLINES OF THE COLUMN. 5. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO DRILLING PIERS. 6. ALL INTERIOR CMU WALLS ARE CMU-1 UNLESS NOTED OTHERWISE. ALL EXTERIOR CMU WALLS ARE CMU-2 UNLESS NOTED OTHERWISE. T   T A      S     E O F T        E         X  A   S            JAMIE BUCHANAN            P   R    O   F  L E    S 92680 ICE N S E            SION LA  R E E      GIN   D   N  E 03/07/2024 I Y T I L I C A F C T A U Q A K R A P T C R T S D I I 1 2 7 8 7 X T , I N T S U A , T S H T 2 1 . E 1 1 8 3 S N E V G I c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn Checked AA JB Date 05/09/2022 Project No. 20031 Revisions 1 6/24/2022 2 08/14/2023 3 01/10/2024 4 03/07/2024 Addendum #1 RFI #2 RFI #18 PR 09 SHEET TITLE FOUNDATION PLAN SHEET NO. S101 08 EXIST. ROOF FRAMING, TYP. EXIST. WT BEAM, TYP. EXIST. COLUMN, TYP. 2 X 3D AXONOMETRIC VIEW - ENTRY ART SCALE: EXIST. MECH. ROOM ACCESS HATCH ORIGINAL STEP IN POOL DECK, NEW DECK TOPPING SLAB NOT SHOWN EXIST. CONC. WALL BELOW EXIST. POOL DECK EXIST. CONC. BEAM BELOW EXIST. POOL DECK EXIST. POOL WALL EXIST. BREEZE BLOCK WALL, TYP. POOL FILTER AREA 1 3D AXONOMETRIC VIEW - SHADE STRUCTURE SCALE: STRUCTURAL ABBREVIATIONS STRUCTURAL ABBREVIATIONS STRUCTURAL ABBREVIATIONS POUNDS PER SQUARE FOOT PARALLEL STRAND LUMBER POINT RADIUS ROOF DRAIN ROUGH OPENING REINFORCED CONCRETE PIPE REFER TO/REFERENCE REINFORCE(INT)(ED)(MENT) REMAINDER REQUIRED REQUIRE RETURN ROUND STAINLESS STEEL SCHEDULE(D) SECTION SHEET SIMILAR SPACE(S)(ING) SPECIFIED SPECIFICATION(S) SQUARE STANDARD STIFFENER STRIRRUPS STEEL STRAIGHT STRUCTURE OR STRUCTURAL SUPPORT(S) TENSION TOP AND BOTTOM TONGUE AND GROOVE TOP OF BEAM TOP OF FOOTING TOP OF PIER CAP TOP OF PIER TOP OF WALL TOP OF CONCRETE TOP OF STEEL THICK(NESS) TREATED TYPICAL UNLESS OTHERWISE NOTED SHEAR FORCE VERTICAL VOLUME WIND LOAD WATER PROOFING WORK POINT WATER STOP WELDED WIRE MESH WITH WITHOUT WIND BRACE WOOD EXTRA STRONG DOUBLE EXTRA STRONG A.R. A/C ADD'L ADJ. AGGR. AHU ALT. APPROX ARCH('L) B.F. B.L. B.O. B.O.S. BLDG. BLKG. BM. BOT. BR.L. BRDG. BRG. BTWN. C.G. C.I.P. C.L. C.L.S. C.M.U. CJ. CLR. COL. CONC. CONST. CONT. CONTR. CONX(S) COR COMP. COV. PL CTJ. D.L. DBA('S) DBL. DET. DIA. DIAG. DIM(S) DWG(S) DWL(S) E.F. E.J. E.W. EA. EL. ELEC. ELEV. EMBED. ENGR. EQ EQUIP. EXIST. EXP. EXT. F. TO F. F.D. F.F. F.P. F.S. FAB. FDN. FIN(D') ANCHOR ROD AIR CONDITIONER ADDITIONAL ADJACENT AGGREGATE AIR HANDLING UNIT ALTERNATE APPROXIMATE(LY) ARCHITECTURAL BACK FACE BUILDING LINE BLOCK-OUT BOTTOM OF STEEL BUILDING BLOCKING BEAM BOTTOM BRICK LEDGE BRIDGING BEARING BETWEEN CENTER OF GRAVITY CAST-IN-PLACE CENTER LINE CENTER LINE OF STEEL CONCRETE MASONRY UNIT CONSTRUCTION JOINT CLEAR(ANCE) COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CONNECTIONS COMPRESSION COVER PLATE CONTROL JOINT DEAD LOAD DEFORMED BAR ANCHOR(S) DOUBLE DETAIL DIAMETER DIAGONAL DIMENSION(S) DRAWING(S) DOWEL(S) EACH FACE EXPANSION JOINT EACH WAY EACH ELEVATION ELECTRICAL ELEVATOR EMBEDMENT ENGINEER EQUAL EQUIPMENT EXISTING EXPANSION EXTERIOR FACE TO FACE FLOOR DRAIN FINISHED FLOOR FIREPROOF FAR SIDE FABRICATE(ION)(OR) FOUNDATION FINISH(ED) FL. FLG. FTG. GALV. GEN. GLULAM GR. GR.BM. H.D. H.S. HDR. HK. HORIZ. HT. I.D. I.F. INT. INTERM. JST(S) JT. KIP(S) LL LLH LLV LONG. LSH. LSV. LVL LWT. M. M.C. MAS MAT'L MECH('L) MEZZ. MFR. MID. MISC. MTL N.F. N.I.C. N.S. N.T.S. N.W. NOM. O.C. O.D. O.F. O.H. OPNG(S) OPP. OSB. P P.T. P/C PAR. PC. PCF PCY PEN. PERP. PL PLF PLYWD. PREFAB PRELIM. PRESS. PROJ PSF PSL PT. R. R.D. R.O. RCP REF. REINF. REM. REQ'D REQ. RET. RND. S.S. SCHED. SECT. SHT. SIM. SPA. SPEC'D SPEC(S) SQ STD. STIFF STIR STL STR. STRUCT. SUP(S) T T&B T&G T.O.BM. T.O.FTG. T.O.P.C. T.O.PIER T.O.W. T/C T/S THK. TRTD. TYP U.O.N. V VERT. VOL. W.L W.P W.P. W.S. W.W.M. W/ W/O WB WD. XS XXS FLOOR FLANGE FOOTING GALVANIZED GENERAL GLUE LAMINATED TIMBER GRADE GRADE BEAM HOT DIP(PPED) HEADED STUD(S) HEADER HOOK HORIZONTAL HEIGHT INSIDE DIAMETER INSIDE FACE INTERIOR INTERMEDIATE JOIST(S) JOINT POUND(S)X1000 LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LONGITUDINAL LONG SIDE HORIZONTAL LONG SIDE VERTICAL LAMINATED VENEER LUMBER LIGHTWEIGHT MOMENT MOMENT CONNECTION(S) MASONRY MATERIAL MECHANICAL MEZZANINE MANUFACTURE(R) MIDDLE MISCELLANEOUS METAL NEAR FACE NOT IN CONTRACT NON-SHRINK NOT TO SCALE NORMAL WEIGHT NOMINAL ON CENTER OUTSIDE DIAMETER OUTSIDE FACE OPPOSITE HAND OPENING(S) OPPOSITE ORIENTED STRAND BOARD AXIAL LOAD POST-TENTION(ED) PRECAST CONCRETE PARALLEL PIECE POUNDS PER CUBIC FOOT POUNTS PER CUBIC YARD PENETRATION PERPENDICULAR PLATE POUNDS PER LINEAR FOOT PLYWOOD PREFABRICATED PRELIMINARY PRESSURE PROJECT(ION) MATERIALS LEGEND DRAFTING SYMBOLS EXISTING CONSTRUCTION CONCRETE STEEL IN SECTION PLYWOOD IN SECTION CMU BRICK OR STONE IN SECTION GROUT/SAND EARTH (UNDISTURBED) EARTH/FILL (COMPACTED) LIMESTONE MECH. UNIT OR ZONE DIRECTION OF VIEW FOR SECTION CUT OR ELEVATION SECTION NUMBER SHEET NUMBER DIRECTION OF VIEW SECTION MARK ELEVATION MARK SPECIFIC LOCATION DESCRIBED BY DETAIL DETAIL MARK PLAN/DETAIL DESIGNATION PLAN NAME/DETAIL TITLE SCALE: Leap!Structures 2225 Hancock Dr Austin, TX 78756 | (512) 298-3999 TX - FIRM REGISTRATION #F14438 T R A C I L B U P L O O P S N E V G I N O I S S I M M O C 1 2 7 8 7 X T , N I T S U A , . T S H T 2 1 . E 1 1 8 3 DRAWN BY: Author SCALE: 1/8" = 1'-0" CHECKED BY: Checker ISSUE DATE STRUCTURAL COVER SHEET SHEET NUMBER: S000 A B C D 12' - 6" 37' - 6" 12' - 6" 12' - 6" 2 S102 " 2 - ' 5 . F . I . V 4 / 1 X 4 X 4 S S H 1 S102 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 EXIST. CMU WALL BELOW HSS4X4X1/4 4 / 1 X 4 X 4 S S H HSS4X4X1/4 4 / 1 X 4 X 4 S S H HSS4X4X1/4 4 / 1 X 4 X 4 S S H 1 HSS4X4X1/4 HSS4X4X1/4 HSS4X4X1/4 A 1' - 6" 12' - 6" 2 S102 1' - 0" 2' - 6" 10" B C D 37' - 6" 12' - 6" 39' - 6" 30' - 8" " 0 - ' 1 " 8 - ' 3 " 6 " 6 " 0 - ' 1 " 0 - ' 5 . F . I . V 12' - 6" 6" 1' - 0" 2' - 6" 1' - 0" H H S S 4 S S 4 X 4 X X 4 X 5 / 1 5 / 1 6 6 6 12 x 16 (E) H H S S 4 X 4 X 5 / 1 6 " 0 - ' 1 . F . I . V S S 4 X 4 X 5 / 1 LINE OF EXIST. TRENCH DRAIN, INSTALLED DURING POOL RENOVATION MIXING CHAMBER BELOW EXIST. ACCESS HATCH, INSTALLED DURING POOL RENOVATION " 8 / 3 6 - ' 7 " 8 / 5 9 - ' 4 1 1 S102 2 SHADE STRUCTURE ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" 1 SHADE STRUCTURE FOUNDATION PLAN SCALE: 1/4" = 1'-0" EDGE OF EXIST. SLAB BELOW ( E ) W T 5 X 7 . 5 ( E ) C 6 . 7 X 5 1 1 / 2 " 2 ' - 1 1 ( E ) W T 5 X 7 . 5 5 S103 6 S103 7 S103 2 S103 (E) C5X6.7 (E) WT5X7.5 12' - 11 1/2" 3 X ENTRY ARTWORK FRAMING PLAN SCALE: 1/2" = 1'-0" C7X9.8 BELOW 12' - 11 1/2" (E) C12X20.7 1 S103 8 S103 6' - 5 3/4" 6' - 5 3/4" 7.5 X 5 T (E) C5X6.7 5 7 X 5 T W ABOVE ) W ) E ( E ( . 1 " 2 - ' 4 " 0 1 - ' 8 1 " 8 - ' 4 1 Leap!Structures 2225 Hancock Dr Austin, TX 78756 | (512) 298-3999 TX - FIRM REGISTRATION #F14438 T R A C I L B U P L O O P S N E V G I N O I S S I M M O C 1 2 7 8 7 X T , N I T S U A , . T S H T 2 1 . E 1 1 8 3 DRAWN BY: Author SCALE: As indicated CHECKED BY: Checker ISSUE DATE FRAMING PLANS SHEET NUMBER: S101 A B 6' - 3" 6' - 3" 12' - 6" 4 S102 EA. SET OF STEEL BRACKETS TO SUPPORT 6 CHANNELS, U.O.N. 3/8" CAP PLATE, TYP. C4"X1"X0.105"X0.08"X10' LONG ARCHITECTURAL ALUMINUM CHANNEL, GR. 6063-T5, TYP. SET OF STEEL BRACKETS TO SUPPORT 5 CHANNELS AT ONE END OF BAY 1 10' - 0" 8' - 6" 9" 4' - 3" 4' - 3" HSS4X4X1/4 0' - 0 1/4" / 1' - 0" 9" 3 S102 1" 2" TYP. 1" 5/16" SAE GR. 5 BOLTS W/ NYLONG SLEEVE WASHER @ 1'-10" O.C., CENTERED ON AL. CHANNEL FLANGE PL3/8" STIFFENER AT TOP OF HSS COL. HSS4X4 2 " 1 " 1 " (2)~5/16"Ø SAE GR. 5 BOLTS W/ NYLON SLEEVE WASHER AT EA. STEEL BRACKET (36 TOT. PER BAY) 6 1 / 5 X 4 X 4 S S H 6 1 / 5 X 4 X 4 S S H 6 1 / 5 X 4 X 4 S S H NEW BASEPLATE W/ (4) EPOXY ANCHORS, TYP. 1' - 0" CENTERLINE OF TRENCH DRAIN INSTALLED DURING POOL RENOVATION CONC. DECK TOPPING INSTALLED DURING POOL RENOVATION 1 SECTION SCALE: 3/4" = 1'-0" HSS4X4X1/4 (2)~LHBM10HEX#1 HOLLO-BOLT, TYP. PL1/8"X2"X1'-8 3/8" STEEL PLATE, 90° BEND AT ENDS 1' - 4 5/8" 6" 6" " 8 / 7 1 2 SECTION SCALE: 3/4" = 1'-0" STEEL BRACKET C.L. (2)~LHBM10HEX#1 HOLLO-BOLT, TYP. PL1/8"X2"X1'-4 1/4" STEEL PLATE, 90° BEND AT ENDS 1/8" THK. ALUMINUM WAVE SHAPE, REF. ARTIST, TYP. 1' - 0 1/2" 4" 4" " 8 / 7 1 3 TYPICAL DETAIL - SHADE STRUCTURE STEEL BRACKET SCALE: 1 1/2" = 1'-0" 4 TYPICAL DETAIL - SHADE STRUCTURE STEEL BRACKET AT END OF BAY SCALE: 1 1/2" = 1'-0" Leap!Structures 2225 Hancock Dr Austin, TX 78756 | (512) 298-3999 TX - FIRM REGISTRATION #F14438 T R A C I L B U P L O O P S N E V G I N O I S S I M M O C 1 2 7 8 7 X T , N I T S U A , . T S H T 2 1 . E 1 1 8 3 DRAWN BY: Author SCALE: As indicated CHECKED BY: Checker ISSUE DATE SHADE STRUCTURE SECTIONS & DETAILS SHEET NUMBER: S102 6' - 5 3/4" ± 6' - 5 3/4" ± 12' - 11 1/2" ± V.I.F. (E) C12X20.7 EXIST. WT " 8 - ' 2 EXIST. COL. CAP PLATE AND THRU-BOLT EA. SET OF TOP & BOT. STEEL BRACKETS TO SUPPORT 6 CHANNELS, U.O.N. C7X9.8 C4"X1"X0.105"X0.08"X2' LONG ARCHITECTURAL ALUMINUM CHANNEL, GR. 6063-T5, TYP. PAIR OF TOP & BOT. STEEL BRACKETS TO SUPPORT 5 CHANNELS AT ONE END OF ARTWORK BOT. OF EXIST. DECK 4 S103 " 0 - ' 1 " 8 - ' 1 WAVE SHAPE, REF. ARTIST D T S 4 e p P ) E ( i ± " 6 - ' 1 1 . F . I . V D T S 4 e p P ) E ( i . I N M " 0 1 - ' 9 . I N M " 0 1 - ' 9 1 SECTION SCALE: 3/4" = 1'-0" 3 SIDES 12 GA. STEEL CLEAT ATTACHMENT 3 SIDES (2)~3/8"Ø SAE GR. 5 THRU-BOLTS PER STEEL BRACKET (12 TOTAL) 2" " 2 / 1 1 " 1 " 1 " 7 - ' 1 " 0 - ' 2 " 1 " 1 " 2 / 1 3 EXISTING CONCRETE SLAB 2 SECTION SCALE: 3/4" = 1'-0" 3 3D AXONOMETRIC VIEW - ENTRY ART CONNECTION SCALE: STEEL BRACKET C.L. STEEL CLEAT PL1/8"X2"X1'-7 7/8" STEEL PLATE, 90° BEND AT ENDS 5/16"Ø SAE GR. 5 BOLTS W/ NYLON SLEEVE WASHER, CENTERED ON AL. CHANNEL FLANGE, TYP. 1/8" THK. ALUMINUM WAVE SHAPE, REF. ARTIST, TYP. 1' - 4 5/8" EQ. 1' - 0" EQ. (2)~3/8"Ø SAE GR. 5 THRU-BOLTS PER STEEL BRACKET (12 TOTAL) PL1/8"X2"X1'-8 3/8" STEEL PLATE, 90° BEND AT ENDS " 8 / 5 1 1' - 4 5/8" 6" 6" SEE PREVIOUS FOR INFORMATION NOT SHOWN " 8 / 7 1 PL1/8"X2"X1'-3 3/4" STEEL PLATE, 90° BEND AT ENDS 1' - 0 1/2" 4 1/2" 4 1/2" " 8 / 5 1 SEE PREVIOUS FOR INFORMATION NOT SHOWN 4 Section 4 - Callout 1 SCALE: 1 1/2" = 1'-0" 5 TYPICAL DETAIL - ENTRY ARTWORK TOP STEEL BRACKET SCALE: 1 1/2" = 1'-0" 6 TYPICAL DETAIL - ENTRY ARTWORK BOTTOM STEEL BRACKET SCALE: 1 1/2" = 1'-0" 7 DETAIL - ENTRY ARTWORK END TOP STEEL BRACKET SCALE: 1 1/2" = 1'-0" 1' - 0 1/2" 4" 4" PL1/8"X2"X1'-4 1/4" STEEL PLATE, 90° BEND AT ENDS " 8 / 7 1 SEE PREVIOUS FOR INFORMATION NOT SHOWN 8 DETAIL - ENTRY ARTWORK END BOTTOM STEEL BRACKET SCALE: 1 1/2" = 1'-0" Leap!Structures 2225 Hancock Dr Austin, TX 78756 | (512) 298-3999 TX - FIRM REGISTRATION #F14438 T R A C I L B U P L O O P S N E V G I N O I S S I M M O C 1 2 7 8 7 X T , N I T S U A , . T S H T 2 1 . E 1 1 8 3 DRAWN BY: Author SCALE: As indicated CHECKED BY: Checker ISSUE DATE ENTRY ARTWORK SECTIONS & DETAILS SHEET NUMBER: S103 AL. CHANNEL FLANGE BOLTS @ 1'-10" O.C. STEEL BRACKET TO AL. CHANNEL FLANGE HSS4X4X4 SHADE STRUCTURE FRAME STEEL BRACKET FOR 5 AL. CHANNELS AT END OF BAY, 3 TOT. PER BAY 1 3D AXONOMETRIC VIEW - SHADE STRUCTURE TYP. BAY FROM BELOW SCALE: STEEL TOP BRACKET EXIST. WT ROOF FRAMING EXIST. CHANNEL AT EDGE OF ROOF, NOT SHOWN FOR CLARITY STEEL CLEATS, WELDED TO STEEL BRACKET AND EXIST. STEEL CHANNEL STEEL BOT. BRACKET STEEL TOP & BOT. BRACKET FOR 5 AL. CHANNELS AT END OF BAY 2 3D AXONOMETRIC VIEW - ENTRY ARTWORK TYP. BAY SCALE: Leap!Structures 2225 Hancock Dr Austin, TX 78756 | (512) 298-3999 TX - FIRM REGISTRATION #F14438 T R A C I L B U P L O O P S N E V G I N O I S S I M M O C 1 2 7 8 7 X T , N I T S U A , . T S H T 2 1 . E 1 1 8 3 DRAWN BY: Author SCALE: CHECKED BY: Checker ISSUE DATE 3D VIEWS SHEET NUMBER: S104 Attachment Bracket • Two different attachment brackets with different lengths • 12.5” • 16.63” • Hole pattern is the same on both • Holes on flange are slotted for adjustment during assembly Shade Structure • Long brackets for all attachments except for single Short bracket on the end. • Bracket held to tube with Hollo- Bolts • Left three bolts spaced at 25.5”. Right bolts spaced at 28.75” • Allows flipping of bracket to support aluminum channel toward the end • Keys the channel and the fins to only go together in one orientation Entry Structure • Long brackets for all attachments except for short brackets on one end • Bracket held to c-channel with bolt and nut • Note that there is no longer a cleat. Artwork section is pushed up from the bottom and held while bolts are put in place. • New c-channel is moved up by 1.75” to allow c-channel to be more hidden when viewed from the front. ARTWORK SITING Project Location The structure is situated opposite the entrance to the pool in front of the historic CMU wall. Making WavesMelissa Borrell -Givens Pool Final Design Project Location 1 2 3 4 5 47'-3 5/8" 17'-4 3/8" 1'-4 7/8" 41'-5" 5" CONCRETE SLAB-ON-GRADE REINFORCED W/ #4 @ 12" O.C. EA. WAY, SEE STRUCTURAL NOTES FOR BUILDING PAD PREPARATION 16'-0" 44'-5 1/8" 40'-6 7/8" " 6 - ' 1 1 " 2 - ' 4 1 " 0 1 - ' 1 1 " 6 6 S307 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 7.00° 5 1 1 ' - 6 7 / 8 " 0'- 0 " = 1 R 6 S307 6 S307 16'-0" 13'-7 3/8" 26'-8 1/8" 19'-6" 19'-6" NEW POOL DECK ON GRADE 2 S304 6 S304 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. R = 1 0 '- 0 " 6 S307 / " 8 1 7 - ' 8 19'-6" 153'-5 1/2" " 2 - ' 3 . Q S 1 S305 A B 6 S307 R= 10'-0" 11'-5 3/4" SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 4 5 . 0 0 ° 6 S307 19'-6" 18'-11 1/8" 27'-5 5/8" / " 4 1 0 - ' 9 1 " 6 13'-5 5/8" 12'-11 5/8" " 0 - ' 5 1 EXISTING 2'-0"W X 1'-0" DEEP CONTINUOUS FOOTINGS 4 S303 5 S303 .07 .08 2 S304 JOINT BETWEEN ELEVATED POOL DECK SYSTEMS 4 8X8 CMU PILASTER 7 S305 3 S305 C 8X8 CMU PILASTER SEE 7/S306 FOR GATE POST BASE DETAIL (SIM.) 6 S305 - 2 2 R D NEW ACCESS HATCH REF. AQ DRAWINGS EXISTING ACCESS HATCH TO BE REMOVED AND INFILLED 1 S304 1 S304 NEW 2" MAX. CONCRETE TOPPING SLAB OVER STYROFOAM. REINF. W/ 4X4 W2.9x2.9 WWF 6 S305 EXISITNG CONCRETE POOL FLOOR NEW 6" THICK CONCRETE SLAB OVER CMOMPACTED FILL MATERIAL, REINF. W/ #4 @ 12" O.C. EA. WAY 1 S308 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 1 S304 5 S304 4 S304 4 S303 5 S303 3 S304 4 S304 HSS6X6X1/4 BP-1 BP-1 5 S306 B1 CANT 6 B T N A C 1 S304 2 S306 HSS6X6X1/4 2 S307 HSS6X6X1/4 HSS6X6X1/4 BP-1 BP-1 . J . E " 1 NEW 2" MAX. CONCRETE TOPPING SLAB OVER STYROFOAM. REINF. W/ 4X4 W2.9x2.9 WWF B1 8 B T N A C 7 B 8 B B2 9 B T N A C 1 S307 9 B 5 B 6 B HSS6X6X1/4 BP-1 B3 CANT B3 B4 HSS6X6X1/4 BP-1 3 S307 HSS6X6X1/4 BP-1 4 S307 / " 8 1 1 1 - ' 5 " 8 3 9 - ' 5 / A " 1 - ' 1 B.8 B 4 S308 RFI #18 3 " 2 / 1 8 - ' 1 1 " 8 C 4 S306 SIM 2A S306 HSS6X6X1/4 BP-1 6" SLAB OVER CRAWLSPACE REINFORCED W #4 @ 9" O.C. EACH WAY, SEE STRUCTURAL NOTES 3 S306 6 S305 HSS6X6X1/4 BP-1 HSS6X6X1/4 BP-1 1 S306 4 S307 9'-5" 9'-5" 9'-5" 8" 1 2 3 4 - 0 1 0 0 1 2 9 \ s t n e m u c o D \ a r a H O y b b o B \ s r e s U ' \ : C M P 4 2 : 9 5 : 2 4 2 0 2 / 7 / 3 t v r . X Z 2 Z Q a r a h o b _ S N E V G I Making Waves Shade Structure Frame and Artwork 10’ deep x 37’ 6” wide TPBE Firm F-12778 210 Barton Springs Rd. Ste. 250 Austin, TX 78704 (512) 474 4001 Project # 9210010 T Y P . 6 S306 NEW 1" MIN. THICKNESS TOPPING SLAB REINF. W/ 4x4 W1.4xW1.4 WWF 6 S307 2 EXISTING COL. TO BE REPLACED EXISTING COL. EXISITNG POOL HOUSE SLAB-ON- GRADE FOUNDATION (PER DRAWINGS PREPARED BY THE MARVIN TURNER ENGINEERS DATED SEPT. 1958) 3 S308 EXISTING COLUMN TO BE REPLACED EXISTING COLUMN TO RECEIVE BASE REPAIR, SEE 5/S309 NEW 1" MIN. THICKNESS TOPPING SLAB REINF. W/ 4x4 W1.4xW1.4 WWF 1 2 " 0 - ' 5 1 / " 4 1 7 - ' 1 1 / " 4 1 7 - ' 1 1 " 0 - ' 5 1 " 0 - ' 5 1 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 7 S307 13'-5 5/8" 15'-0" NEW POOL DECK ON GRADE 1 6 S306 SIM. 5 S307 TYP. 8 S307 SHADE CANOPY FOUNDATION BY SHADE CANOPY MFR. 7 S307 6 S307 JOINT BETWEEN ELEVATED POOL DECK SYSTEMS 6 S306 T Y P. 1 S303 WALL 1 T.O. FTG. EL. -2'-11" T.O. WALL EL. -0'-11" 1 FOUNDATION PLAN SCALE: 3/32" = 1'-0" PLAN NOTES: 1. FINISH FLOOR ELEVATION = 0'-0", UNLESS NOTED OTHERWISE. ACTUAL ELEVATION 498.92' = 0'-0". 2. TOP OF CONCRETE ELEVATION (T.O.C. EL.) = FINISH FLOOR. UNLESS RECESSED TO RECEIVE FLOORING MATERIALS. 3. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF FLOOR RECESSES, DROPS AND SLOPES NOT DIMENSIONED ON PLAN. 4. CENTERLINES OF PIERS NOT SPECIFICALLY LOCATED ON PLAN BY NOTE OR DIMENSION SHALL BE LOCATED AS FOLLOWS: A. SUPPORTING FREESTANDING COLUMNS: CENTERLINES OF COLUMN. B. SUPPORTING GRADEBEAMS AND WALLS: CENTERLINE OF GRADEBEAM OR WALL IN ONE DIRECTION, GRID OR AS NOTED IN OTHER DIRECTION. AT CORNER CONDITIONS: CENTERLINES OF GRADEBEAMS OR WALLS. C. COLUMNS EMBEDED IN GRADEBEAMS OR WALLS (PILASTERS): CENTERLINES OF THE COLUMN. 5. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO DRILLING PIERS. 6. ALL INTERIOR CMU WALLS ARE CMU-1 UNLESS NOTED OTHERWISE. ALL EXTERIOR CMU WALLS ARE CMU-2 UNLESS NOTED OTHERWISE. T    T A      S      E OF T         E     X   A   S            JAMIE BUCHANAN            P   R    O    F E S 92680 ICE N S E            L    SION LA R E E       G IN D    N   E 03/07/2024 I Y T I L I C A F C T A U Q A K R A P T C R T S D I I 1 2 7 8 7 X T , I N T S U A , T S H T 2 1 . E 1 1 8 3 S N E V G I c 2021 Marmon Mok, LLP Unauthorized reproduction is prohibited. Drawn Checked AA JB Date 05/09/2022 Project No. 20031 Revisions 1 6/24/2022 2 08/14/2023 3 01/10/2024 4 03/07/2024 Addendum #1 RFI #2 RFI #18 PR 0908 SHEET TITLE FOUNDATION PLAN SHEET NO. S101 Making WavesMelissa Borrell -Givens Pool Final Design Community Engagement At the George Washington Carver Museum Juneteen celebration I set up a table to engage the public and find out their perspective on the importance of water in their community and in their personal lives. Making WavesMelissa Borrell -Givens Pool Final Design Community Engagement What words come to mind when you think about water? A poster board and markers allowed for free expression in response to this question. Peace, relaxation, cooling off, exercise, fun were some of the most mentioned answers. Making WavesMelissa Borrell -Givens Pool Final Design Community Engagement A second engagement asked people to vote for the top three things that answer the question: What does the idea of water mean to you? Each person received three “drops” and were told to vote for the answer that resonated the most (splash), 2nd (ripple), and 3rd (drip)- 28 people voted (a total of 84 votes) The jars that received the most attention were Healing/Spiritual experience, Health Benefits, and Space to connect with community. With Healing/Spiritual Experience being the clear winner in the voting. The project also allowed for me to have conversations and community and connection was the subject that people mentioned most. Making WavesMelissa Borrell -Givens Pool Final Design Community Engagement After participating in the engagment, the visitors were offered pool pendants to take home. They were able to pick 2 different colors and see how the layers mixed to make a third color. Making WavesMelissa Borrell -Givens Pool Final Design Artist Narrative Inspired by the community engagement at the Carver Museum as well as the work of Dr. Everett Givens who fought for equal rights and city development for the African American community in Austin, the sculpture at Givens Pool is titled Making Waves. The wave formation embodies the ideas of a healing and spiritural experience, the importance of community and the changes that Dr. Givens fought for in this sculpture that will serve as a shade structure by the pool. Alluding to the peace and comfort that ocean waves bring, the happy greeting of friends, and the force of Dr. Givens’ civic engagement Making Waves is a colorful reminder of the values of the community Givens Pool serves. The bright colors are inspired by the bold African prints that were being worn during the Juneteenth celebration. Making WavesMelissa Borrell -Givens Pool Final Design Dimensions Front View • The artwork will consist of 3 sections • Each section will measure 12’ 6” wide and 10’ deep • artwork will be mounted below the new shade structure frame • the shade is at a slight angle to promote water runoff • The sculpture will drop 24” max so that the clearance above the pool deck is 10’ minimum Making WavesMelissa Borrell -Givens Pool Final Design Materials • The sculpture will be fabricated from 1/8” aluminum sheet and aluminum C channels • The wave shapes will be CNC cut out of flat sheet. • Aluminum C-channel will be cut to match the length of the wave shapes • The stucture will be connected with stainless steel bolts insulated with nylon washers to prevent galvanic interaction between the aluminum and steel • All elements will be painted with autobody enamel paint for maximum protection from UV rays. Making WavesMelissa Borrell -Givens Pool Final Design Materials Automotive Coating Type: Two-stage, high-performance polyurethane enamel, developed for vehicle exteriors. Durability: Rated for high UV resistance, moisture protection, and excellent color retention. Expected Longevity: Maintains gloss and color integrity for 10–20 years in direct sunlight and outdoor exposure. Resistant to fading, chipping, and cracking with proper substrate preparation and topcoat. Making WavesMelissa Borrell -Givens Pool Final Design Fabrication Plan • Wave shapes will be CNC cut with presicion holes • holes in C-Channels will be CNC cut • cut material will be delivered to the painter • Steel Frame structure will be built and installed at Givens Pool executing engineering plan-use thread lock on bolts to mitigate nuts loosening from vibration • Steel Frame will be painted to match existing painted elements at the pool inSherwin Williams SW6989 AcrolonTM Ultra as specified by Parks and Rec Department • Fabricator and installer will pick up cut material from painter and assemble the artwork forms before transportation to the pool • Finished artwork will be installed at the pool Making WavesMelissa Borrell -Givens Pool Final Design Budget Making WavesMelissa Borrell -Givens Pool Final Design Conservation and Maintenance Annual Conservation Review: Conduct an annual professional assessment to monitor the integrity of the steel framework, check for any blistering of the clear coat or potential corrosion blooms. An annual review will allow for the detection and timely repair of minor issues before they escalate. Yearly bolt checks and torque inspections Regular Maintenance: • No Pressure Washer usage • Remove debris • Wash using mild detergent and soft bristle brushes followed by rinsing Specialized Conservation: Monitor painted surfaces for corrosion, paint losses, and chalking. Apply touch-up paint as needed Making WavesMelissa Borrell -Givens Pool Final Design