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13-749-119EL. +13.00' POOL DECK: IMPERVIOUS SLIP RESISTANT FINISH SLOPE 2% AWAY FROM POOL RECESSED STEPS SP 1.06 WITH GRABRAILS 61.06 POOL UNDERWATER LIGHT IT -,--N (r- 1' bl-) h i L -L 1. 1. .1 i 1 1.] J J I I 1 1/1 1 1 1 1 1 I -A I I I I I I I I I I I I I 8" SHOTCRETE WALL REINFORCED WITH #4—_ 6" RADIUS _ ...... MARBLETITE MARQUIS SERIES @ 12" EACH WAY, SAPPHIRE BLUE (LIGHT IN COLOR) CENTER STEEL IN WALL _ _ INTERIOR WALL AND FLOOR FINISHES U.0.N. — 8" POURED CONCRETE SLAB - REINFORCED WITH #4@ 12 _ EACH —III WELL STABILIZED SOIL OR WELL COMPACTED WAY, 3" CLEAR BOTTOM.I FILL WITH 2000 PSF BEARING VALUE I� I = I = I - SWIMMING POOL SECTION 1-05J SCALE: 3/8" = 1'4" E L. +13.00' TOP OF COPING E L. +13.00' FINISHED POOL DECK IMPERVIOUS SLIP RESISTANT FINISH SLOPE 2% AWAY FROM POOL q- 714 NO 7' �� 3-6" rrrr •r♦ • • ` G •*G•• 000 ••• • y VW•Wr • • • • ♦ 'y V • 00000 r ••• •rr * 4l. POOL COPING OVER 1/2" MORTAR SETTING BED WITH A SLIP RESISTANT & IMPERVIOUS SURFACE. Y • Y • THE UPPER PART OF POOL WALLS IN AREAS FIVE FEET DEEP OR LESS SHALL BE WITHIN ' FIVE DEGREES OF VERTICAL FOR A MINIMUM DEPTH OF TWO AND ONE-HALF FEET FROM WHICH POINT THE WALL MAY JOIN THE FLOOR WITH A MAXIMUM RADIUS EQUAL TO THE .. • W DIFFERENCE BETWEEN THE POOL DEPTH AND TWO AND ONE-HALF FEET, THE UPPER PART • • • • 5 OF POOL WALLS IN AREAS OVER FIVE FEET DEEP SHALL BE WITHIN FIVE DEGREES OF • RECESSED STEPS VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL WATER DEPTH MINUS TWO AND SP -1.06 WITH GRABRAILS ONE-HALF FEET FROM WHICH POINT THE WALL MAY JOIN THE FLOOR WITH A MAXIMUM RADIUS OF TWO AND ONE-HALF FEET. \ 18" MINIMUM TOP OF LENS - -� POOL UNDERWATER c _ LIGHT — 6" RADIUS I o to SP -1.09 _ • • —III III—III-1 I I— - - 8" SHOTCRETE WALL REINFORCED - I - - , • � WITH 4 12" EA H WAY ENTER — ____ • • .... —STEEL IN WALL U.O.N. LAWSON AQUATICS *MLD -SG -1212 - SUMP L GRATE WITH A 6" PORT, MEET THE STRUCTURAL NOTES: CONTINUE STEEL UNDER MAIN DRAIN I MAXIMUM WATER VELOCITY (1.5FPS) ALLOWED BY FLORIDA RULE, 64E-9, FLORIDA l 1 ADMINISTRATIVE CODE, PUBLIC SWIMMING POOLS AND BATHING PLACES, AND THE / FLORIDA BUILDING CODE SECTION 424.1 AND ARE CERTIFIED TO ASME/ANSI Al 12.19.8, AS REQUIRED BY THE VIRGINIA GRAEME BAKER POOL & SPA SAFETY ACT OF 2007 HYDROSTATIC RELIEF VALVE MAIN DRAIN LINE TO COLLECTOR TANK. SEE POOL PIPING PLAN FOR MORE INFORMATION, THE GUTTER SHALL SLOPE DOWNWARD 2 INCHES, PLUS OR MINUS Y. INCH, FROM THE LIP TO THE DRAINS, WHEN OPEN TYPE GUTTERS ARE LOCATED AT POOL STEPS AND THE GUTTER IS USED AS A STEP TREAD, THE GUTTER SLOPE MAY BE REDUCED TO 1 INCH IN THE AREA OF THE STEPS. THIS DIMENSION IS FOR INFORMATION ONLY. CONTRACTOR TO VERIFY EXISTING CONDITION PRIOR TO FABRICATION OF RAILING 3 BEND STAINLESS STEEL CUSTOM HANDRAIL HAVING AN OUTSIDE DIAMETER OF 1.90" AND A WALL THICKNESS OF 0.065". THE RAIL SHALL BE ANCHORED IN THE DECK & BOTTOM TREAD. EL, +12,41' POOL WATER LEVEL -I - ' • ti ti • — _ 4 -94 A SECURELY SET IN DECK — 10 ANCHOR SOCKET — SP #4 @ 12" EACH WAY °• , o r7 A SP 1.06 + A' s • S q 8" SHOTCRETE WALL REINFORCED WITH #4 @ 12" EACH — '14q ` • ' • WAY, CENTER STEEL IN WALL U,O,N, ' • . , III —III — 4 -� — 8" POURED CONCRETE SLAB REINFORCED — WITH #4 @ 12" EACH WAY, 3" CLEAR BOTTOM. — 1=1 I 1� Ell 1=1 1 7d Fiw r SET HANDRAIL IN BOTTOM TREAD. USING QUICK DRY I CEMENT GROUT — — =1 SWIMMING POOL STAIR SECTION SCALL: 3/4" = V-0" ADHESIVE USED ON THE ONE INCH SQUARE TILE HAS A MANUFACTURER'S TESTED SHEER STRENGTH OF AT LEAST 250 PSI AND THE MANUFACTURER HAS SPECIFIED THE ADHESIVE FOR USE UNDERWATER TO ADHERE THE TYPE OF TILE USED (VITREOUS (GLASS) OR CERAMIC). CONTRACTOR TO SUBMIT TILE ADHESIVE SPECIFICATIONS TO ENGINEER FOR APPROVAL PRIOR INSTALLATION. CONTINUOUS FLOOR SLOPE FROM THE WATER EDGE TO THE DEEP END LIP OF GUTTER TO BE LEVEL WITHIN' 6" x 6" GLAZED CERAMIC TILE 12" BAND OF 1" x 1" SLIP GRATE RESISTANT TILE GENERAL REQUIREMENTS: • INTERIOR POOL FINISH SHALL BE WHITE OR LIGHT PASTEL IN COLOR. • INTERIOR POOL FINISH IS IMPERVIOUS AND SLIP RESISTANT. • THE MAXIMUM VELOCITY THROUGH THE MAIN DRAIN GRATE DOES NOT EXCEED 1.5 F.P.S. • SECURE THE MAIN DRAIN GRATE WITH TAMPERPROOF SCREWS. (THE MAIN DRAIN GRATE IS NOT READILY REMOVABLE.) • P OPERATING THE ACTUAL DEPTH 0 ERAT G W ATER LEVEL SHALL NOT DEVIATE MORE THAN 3 INCHES FROM THE DEPTH SPECIFIED BY THE MARKER WHEN MEASURED 3 FEET FROM THE POOL WALL. EL. +13.00' FINISHED POOL DECK �' EXPANSION JOINT MATERIAL PVC PERPENDICULAR GRATE, 12" WIDTH, SLIP RESISTANT SURFACE BY GRATE TECHNOLOGIES - LAWSON AQUATICS, INC, Vx1" SLIP RESISTANT TILE @ DRY DECK APRON — T-0" DRY DECK 8" POURED CONCRETE SLAB REINFORCED WITH #4 @ 12" EACH WAY, 3" CLEAR BOTTOM SLOPE 2% SLOPE 1:104 • EL. +12.41' '�� .� 1a — - - . • ` - POOL WATER L VEL• • ' q . . • — SLOPE 1:10 A • • - IIIIIIIIIIIIIIIIII�III-11111 • .. . - HEAVY DUTY CURB ANGLE MADE OF EXTRUDED, U.V. STABILIZED, RIGID PVC FOR I - — • TI A = I=12" GRATE, A VERTICAL DEPTH OF 1"t A HORIZONTAL WIDTH OF 1 " ATTACHED - • ° • -- • i I— I I i I IIII I -WITH STAINLESS STEEL SCREWS INTO PLASTIC ANCHORS EVERY TWO FEET ON —8" POURED CONCRETE SLAB REINFORCED = I •° I -CENTER. — WITH #4 @ 12" EACH WAY, 3" CLEAR BOTTOM.I I I—III III III—III I WATERPROOF AND PAINT INTERIOR SURFACE FINISH I — _ - ( I GUTTER DRAIN. SEE PIPING PLAN FOR - - E INFORMATION�— SWIMMING POOL BEACH ENTRY SECTION SCALE: 3/4" = V-0" C3 W U Q C) E- U3 'sem Q I 4Y• w U) m O w (7 LU J F- U) w J J D U_ w LC O U_ w J m J w m O 2 LL w F - LL. O J 0 z 1 \LVl III_/ 11`/1 mr " D ESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 �z z w� wj p �. o Z Ct C/) 'j— (7 M o F- w w Z oo J — O W S Z z� O' U •r z DC7 u� Z Z In o O O� M� a-c)w LL, o U o� O z =� W Ir r cr CC n� w a �a, Lu o J - z z (D z WQ <_s — z w " Z' - W x Li U ci cW F- zw LU ¢ oL Jz n a ¢ � `n •ii O n C L n C IL Ji� W W QC CL �aiee+felly ILL z O - "IV1 :. 0) •• M m � w • oTs,f1�PjTi z P-ROFE S�I((�)NA R Ca. Nr. 553 UJ �•! CIVIL ENGINEEFRR .-I .<OR�O11^^ Raw OC �` D O 0 w w C o z Cr w C4)Cf) O o CL LU 5- -. N z OO�a J Ln ._ I ¢ W CCz z r a•+ Z D I` CL U_ 00 13C z O U •u z (D <w © PROJECT NUMBER z O 1320MPCP Ir FILE No. Ir DRAWN M.F. ° REVIEWED: J.W. CHECKED J.W. DATE : 07-02-2013 TISSUE/REVISIONS U w J J w Z w z 0 z m 0 SHEET TITLE SWIMMING POOL SECTIONS SHEET NUMBER SP -1.05 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2010, ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS, THE ACI 318-05 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, AND ALL APPLICABLE FEDERAL, STATE AND LOCAL ORDINANCES. 1.02.- THESE DRAWINGS AND SPECIFICATIONS COMPLY, TO THE BEST OF MY KNOWLEDGE WITH THE APPLICABLE MINIMUM BUILDING CODE. 1.03.- THE CONTRACTOR SHALL VERIFY ALL CONDITIONS OF EXISTING STRUCTURES AFFECTING NEW CONSTRUCTION BEFORE COMMENCING ANY WORKANY VARIATIONS IN ACTUAL FIELD CONDITIONS/DIMENSIONS FROM THOSE SHOWN IN THE CONTRACT DRAWINGS SHALL BE REPORTED TO THE ARCHITECT/ENGINEER FOR DETERMINING THE NEED OF REDESIGN PRIOR TO CONTRACTOR'S SUBMITTAL OF SHOP WORKING DRAWINGS FOR REVIEW. 1.04- THESE DRAWINGS SHALL 6E WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS, SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, REGLETS, BOLT SETTINGS, SLEEVES, ETC: DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK, 1.05- WHEN PERFORMING WORK BELOW GRADE, CARE SHALL BE TAKEN TO AVOID DAMAGING ANY EXISTING UTILITIES. ALL UNKNOWN UTILITIES DISCOVERED DURING CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. ANY DAMAGE TO THE EXISTING UTILITIES SHALL BE REPORTED TO ALL AFFECTED PARTIES, INCLUDING THE ARCHITECT/ENGINEER. 1.06- GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR UPDATING HIS CONSTRUCTION DOCUMENTS WITH THE REVISED DRAWINGS AND SPECIFICATIONS, FIELD ORDERS, CHANGE ORDERS AND CLARIFICATIONS SKETCHES ISSUED DURING THE COURSE OF CONSTRUCTION. 1.07- TYPICAL DETAILS AND NOTES ON THESE DRAWINGS SHALL APPLY UNLESS SPECIFICALLY NOTED DO OTHERWISE: CONSTRUCTION DETAILS AND SECTIONS NOT COMPLETELY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS AND SECTIONS SHOWN OR NOTED FOR SIMILAR CONDITIONS. 1.08- THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING, AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT. 1,09- GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISPOSAL OF ALL ACCUMULATED WATER FROM EXCAVATIONS AND DEWATERING OPERATIONS IN SUCH A WAY AS TO NOT CAUSE INCONVENIENCE TO THE WORK AND DAMAGE TO THE STRUCTURAL ELEMENTS. 1.10- SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT SHALL BE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. 1.11- THE CONTRACTOR SHALL SUPPLY THE ENGINEER THREE COPIES OF SHOP DRAWINGS A MINIMUM OF ONE WEEK PRIOR TO PLACEMENT. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THE REVIEW DOES NOT GUARANTEE IN ANYWAY THAT THE SHOP ' 1' DRAWINGS ARE CORRECT NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. 1.12- SUBMITTALS TO STRUCTURAL ENGINEER: I, CONCRETE TEST REPORT FOR CAST -IN-PLACE CONCRETE AS PER ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". II. REINFORCING STEEL SHOP DRAWINGS IFAPPLICABLE, 2,- POURED IN PLACE CONCRETE / PNEUMATICALLY APPLIED CONCRETE 2.01 -ALL CONCRETE WORK SHALL CONFORM ALL REQUIREMENTS OF ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS". 2.02- CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 3000 PSI. 2.03- FORM WORK SHALL COMPLY WITH ACI 347-88 "RECOMMENDED PRACTICE FOR CONCRETE FOAMWORK". 2.04- MIX DESIGNS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO COMMENCEMENT OF ANY CONCRETE WORK. 2,05- NO WATER SHALL BE ADDED TO THE CONCRETE AT THE JOB SITE, 2.06- THE BUILDER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM CONCRETE CYLINDER TESTS AS FOLLOWS: FOUR CYLINDER TEST FOR ANY 50 CUBIC YARDS OF CONCRETE POURED, OR THREE CYLINDER TESTS PER ANY DAY. POUR LESS THAT 50 CUBIC YARDS. ONE CYLINDER SHALL BE TESTED AT 7 DAYS, TWO AT 28 DAYS. 2.07 -TRANSPORTING, PLACING, CURING AND DEPOSITING OF CONCRETE SHALL COMPLY WITH ACI 301. 2.08- ALL PNEUMATICALLY PLACED CONCRETE SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ACI 506.2 SPECIFICATIONS FOR SHOTCRETE 2.09- ALL PNEUMATICALLY PLACED CONCRETE SHALL COMPLY WITH FGC 2010, CHAPTER 19, SECTIONS 1913 & 1929 2.10- THE BUILDER SHALL CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM PNEUMATICALLY PLACE CONCRETE COMPRESSIVE STRENGTH TEST IN ACCORDANCE WITH APPLICABLE SECTIONS ACI & FMC 2010 3- REINFORCING STEEL: 3:01- REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318-05. 3.02- REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615/A615M-09b. 3.03- ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM Al 85-02. 3.04- REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. 3.05 -ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT DISCONTINUOUS EDGES OR ENDS. 3.06 -ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS, U.O.N. 3.07- ALL REINFORCING BARS MARKED CONTINUOUS SHALL BE LAPPED 36 DIA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED. TERMINATE CONTINUOUS BARS AT NON -CONTINUOUS ENDS WITH STANDARD HOOKS, U,O.N. 3,08- MINIMUM CONCRETE COVER FOR REINFORCEMENT: I. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3" II. CONCRETE EXPOSED TO EARTH OR WEATHER #6 BARS AND LARGER: 2" 95 BARS AND SMALLER: 1,5" III. CONCRETE NOT EXPOSED TO WEATHER OR IN IN CONTACT WITH EARTH: SLABS AND WALLS: 1.5" BEAMS AND COLUMNS: 1.511 C3 W U Q C) E- U3 'sem Q I 4Y• w U) m O w (7 LU J F- U) w J J D U_ w LC O U_ w J m J w m O 2 LL w F - LL. O J 0 z 1 \LVl III_/ 11`/1 mr " D ESIGN AND CONSTRUCTION, INC. 3990 North Powerline Road Ft. Lauderdale, FL 33309 Voice: 954.566.3885 Fax: 954.566.3335 �z z w� wj p �. o Z Ct C/) 'j— (7 M o F- w w Z oo J — O W S Z z� O' U •r z DC7 u� Z Z In o O O� M� a-c)w LL, o U o� O z =� W Ir r cr CC n� w a �a, Lu o J - z z (D z WQ <_s — z w " Z' - W x Li U ci cW F- zw LU ¢ oL Jz n a ¢ � `n •ii O n C L n C IL Ji� W W QC CL �aiee+felly ILL z O - "IV1 :. 0) •• M m � w • oTs,f1�PjTi z P-ROFE S�I((�)NA R Ca. Nr. 553 UJ �•! CIVIL ENGINEEFRR .-I .<OR�O11^^ Raw OC �` D O 0 w w C o z Cr w C4)Cf) O o CL LU 5- -. N z OO�a J Ln ._ I ¢ W CCz z r a•+ Z D I` CL U_ 00 13C z O U •u z (D <w © PROJECT NUMBER z O 1320MPCP Ir FILE No. Ir DRAWN M.F. ° REVIEWED: J.W. CHECKED J.W. DATE : 07-02-2013 TISSUE/REVISIONS U w J J w Z w z 0 z m 0 SHEET TITLE SWIMMING POOL SECTIONS SHEET NUMBER SP -1.05