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MIAMI SHORES ACUATIC CENTER 2000 JOB COPYARCHITECT LANDSCAP RITTER A R C H I T E C T U R E, I N C. 8300 NAK 33rd AVE, SUIIE 2M FORT LAUDIRD" R. 33309 PHONE: (*34) 731—*090 FAX: (034) 731-0*** CORPORATE REGISTRATION NUMBER AA 0002440 CIVIL SP-1 SITE PLAN SG-1 SITE GEOMETRY PLAN C-1 WATER AND SEWER PLAN C-2 PAVING, GRADING AND DRAINAGE PLAN C-3 PAVING, GRADING AND DRAINAGE DETAILS C-4 WATER DETAILS C-5 SEPTIC SYSTEM DETAILS C-6 M.D.W.A.S.A.D. DETAILS AND NOTES C-7 POOL DECK PLAN C-8 FILTRATION BUILDING/PIPE SCHEMATICS C--9 COMPETITION POOL LAYOUT C-10 COMPETITION POOL DETAILS C-11 COMPETION POOL DETAILS & NOTES C-12 ACTIVITY POOL LAYOUT C-13 ACTIVITY POOL DETAILS C-14 ACTIVITY POOL DETAILS & NOTES C-15 SPA DETAILS AND NOTES C-16 SPA DETAILS AND NOTES C-17 SHIPWRECK ISLAND PLAN C-18 SHIPWRECK ISLAND ELEVATIONS C-19 N.G.B.S. SLIDE PATH LAYOUT C-20 N.G.B.S. COORDINATE FRAMING PLAN C-21 N.G.B.S. DETAILS C-22 N.G.B.S. DETAILS C-23 N.G.B,S. DETAILS C-24 RAIN DROP DETAILS C-25 LITTLE SQUIRT DETAILS LANDSCAPE L-1 LANDSCAPE PLAN L-2 PLANTING DETAILS AND NOTES IR-1 IRRIGATION PLAN 109 a Landscape Architecture • Planning, P.A. ARCHITECTURAL A-1 RESTROOM BUILDING PLANS A-2 CONCESSION BUILDING PLANS A-3 PAVILION PLANS A-4 ADMINISTRATION/FILTRATION BUILDING PLANS A-5 ADMINISTRATION/FILTRATION BUILDING ELEVATIONS A-6 ADMINISTRATION/FILTRATION BUILDING REFLECTED CIELING PLAN A-7 ADMINISTRATION/FILTRATION BUILDING ROOF PLAN A-8 INTERIOR ELEVATIONS A-9 SCHEDULES DeRose 6 51opey MAYOR CONSULTING ENGINEERS, INC. MARK S. ULMER LAND PLANNING *CIVIL •STRUCTURAL MECHANICAL * ELECTRICAL * PLUMBING 150 S. ANDREWS AVENUE SUITE 350 POMPANO BEACH, FLORIDA 33069 (954) 942-7703 INDEX OF DRAWINGS VICE MAYOR ROBERT C. BLUM COUNCILMAN AL DAVIS COUNCILWOMAN MARY ROSS AGOSTA L�4"W'wo'im- S-1 FOUNDATION PLAN S-2 FOUNDATION PLAN S-3 ROOF FRAMING PLAN S-4 ROOF FRAMING PLAN S-5 WALL SECTIONS S-6 NOTES 1 0111 . of n i MECHANICAL COUNCILMAN STEPHEN LOFFREDO CITY MANAGER TOM BENTON M-1 MECHANICAL SCHEDULES & DETAILS M-2 MECHANICAL PLAN -CONCESSION BOOTH & MECHANICAL DETAILS M-3 MECHANICAL PLAN- ADMINISTRATION BUILDING M-4 MECHANICAL PLAN-RESTROOM BUILDING PLUMBING P-1 PLUMBING SITE PLAN P-2 CONCESSION BUILDING PLAN P-3 PAVILION PLAN P-4 ADMINISTRATION/FILTRATION BUILDING PLAN P-5 BATHROOM PLAN P-6 PLUMBING DETAILS ELECTRICAL E-1 ELECTRICAL SITE PLAN E-2 PHOTOMETRICS PLAN E-3 ELECTRICAL PLAN CONCESSION AREA E-4 ELECTRICAL RISER DIAGRAM E-5 ADMINISTRATION LIGHTING PLAN E-6 ADMINISTRATION POWER PLAN E-7 RESTROOM ELECTRICAL PLAN E-8 ELECTRICAL PANELS - APR D52= U) It r� 0 0 o �N oar n 0 �z ,o oho N. W. COR, SECT70N d- \ DRIVING RANGE M i / w% GREEN AREA CONC. GR E E N A R E A / I CATCH BASIN / \ \ I �Os,3r GRATE ELEV.=3.77 / j \ W II I �ip1y STEPS & LANDING CATCH BASIN GRATE ELEV=4.43 Q Q r CATCH BASIN DRANAGE ELEV MANHOLE —I PRACTICE9 I Zm II L _ CONC. GRATE ELEV.=4.26R/M ELEV.=4.16 ( C H I P P I N G A R E A w j DRAIN LuQ V GRATE ELEV.=4.44 CONC, CURB I I ti ® STAIRS < UNIT 1 &2STORY A/C I I COUNTRY CLUB BUILDING ELECTRIC — VICE — A S P H A L T /O 1 15' 86.65' /, 45) \ \ ry \,3 7, t �, Y�,\A \ / 4Q,91 M z 20 'R 4�' \ A e' N ppp 110111 \ P 16' C •� o P ? c° \ A ° 5 0 '0 Vr o z v 3' R o 3' co l 66 \ SER A S P H AL T PAVEMENT 3 I ��v45.53 E N 43 4'51" E REFRIGERATOR WATER HEATER WOOD (Oo ON CONC ON CONC/ 179.96' I 6� z FENCE 3 �o—Io 1 STORY C.B.S. �o � I 9 '` 56.0' '74' 20.72' ! GOLF CART STORAGE BUILDING O• °� 7 .0 41.0' 9 .0 1.5' 50.11' `ems. / \ \41.43' COVERED \ Q \\ ASPHAL T PARKING & 12' 12 I II c'�, 90 0 50'R TILE WALK -- \ D R 1 V E AREA 4.5' Z I s� N 38'55'57" E 287.65' 0 ri CONC. WALK 1 ® o STONE I N = CURB I o FLAGPOLE STONE \-44 4+ -H H+ H- -H H-F[ CURB 2 CONC. o ASPHALT �\ 38'55'57" W 1091.76' S 38'S5'57 28.42 95 B/SCA ME KENNEL BARRY Q NW 103 ST MIAMI SHORES - GOLF & COUNTRY SHORELAND BLVD LOCATION MAP (NOT TO SCALE) 1 B/SCA E CANAL P LEGAL DESCRIPTION A PORTION OF "MIAMI SHORES SECTION EIGHT, REVISED", AS RECORDED IN PLAT BOOK 31, PAGE 41, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. AND A PORTION OF TRACT 2, MIAMI SHORES GOLF AND COUNTRY CLUB PROPERTY, AS RECORDED IN PLAT BOOK 40, PAGE 9, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. SWA30LS LEGEND A68ifW711MS CONC. CONCRETE ■ CATCH BASIN D.C.R. DADE COUNTY RECORDS © CABLE TELEVISION PG. PLAT BOOK DRAINAGE MANHOLE (E)C.B.S.B. ELECTRIC HANDHOLEAGE S CONCRETE BLOCK &STUCCO FIRE HYDRANT (D) DESCRIPTION E P GUY ANCHOR CONCRETE LIGHT POLE (P) PLAT R W RIGHT-OF-WAY �o- METAL LIGHT POLE WOOD LIGHT POLE ® WOOD UTILITY POLE pd WATER VALVE CATCH BASIN GRATF ELEV.=8.98 CATCH BASIN GRATE ELEV.=8.73 SITE GEOM cV WE TERL 1 R/W LINE 261.0' S 38'55'57" W EXIST. T�LEPHQNE MANHOLE DRAINAGE MANHOLE ELEV.=897 599.50' 0, FH. RM ELttV.=9.28 \rr RIM ELEV.=9.08RIti1 — - ---- --- ---— 0�_ _CONE WALK ----� CURB INLET 2' CONC CURB & GUTTER GUTTER INLET BISCAYNE BOULEVARD GRATE ELEV.=8.46 � —HA ASP L T P A V E M E N T (STATE ROAD NO. 5) 100' RIGHT-OF-WAY) o DRAINAGE MANHOLE RIM ELEV.=8.69 GUTTER INLET GRATE ELEV. = 8.4 3 PLAN _ � CURB INLET ®g � 2' C=ONC. CURB &GUTTER ETRY ti -SCALE 1=40 ————— — —————— ———— — — — — —— LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20169 S ATE OF FLORIDA RPR D 5 2000 DATE• D"Roe" and S opay Job a- 97034 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 ,&THIS SHEET 01/14/00 ®25' SHIFT 02/02/00 a m OOW M uj BIZ Q wE- 9 � Z Qa: co0.0jO 1� J M IL n w w 0M!=0a z oa�dw z a`om� n F ZN Z- O ato CL a U a O �►Y o a Q z a drawn by L.J.Mc. checked by T.K.Mc. scale 1=40 date 01/14/2000 job no. 97034 cad no. 97034SGI proj. no. 97034 drawing SG-1 of 1 - APR 0 5 2000 0 mAI &n m1w JLyy Llx LLVLd3V 70 EXISTING PAVEMENT GRADE R'D• ROOF DRAIN —{—SURFACE FLOW LINE "VA. GATE VALVE S.RCP. SLOTTED REINFORCED F.H. FIRE HYDRANT CONCRETE PIPE W.Y. WATER MAIN R.C.P. REINFORCED CONCRETE PIPE P.V.C. POLYVINYL CHLORIDE Dy• DRAINFIELD DJ.P. DUCTILE IRON PIPE P.C.A.P. PERFORATED CORRIGATED -� BORING # & LOCATION ALUMINUM PIPE --♦— NEW SANITARY MANHOLE C.AP. CORRIGATED ALUMINUM PIPE —Q— NEW STORM MANHOLE C.B. CATCH BASIN —(1— EXISTING MANHOLE U.E. UTILITY EASEMENT SS SANITARY SEWER NEW WATER METERS T.O.P. TOP OF PIPE EXISTING WATER METERS F.Y. FORCE MAIN W.M. WATER MAIN -�- NEW GATE VALVE CA.F. CHAIN LINK FENCE I-- EXISTING GATE VALVE R.E RIM ELEVATION �-C: LE. INVERT ELEVATION -�♦ NEW FIRE HYDRANT AND DIRECTION ASSEMBLY -PP EXISTING POWER POLE(U.N.O.) r ------ EXISTING PIPE -� �-- EXISTING FIRE HYDRANT ASSEMBLY NEW PIPE P — EXISTING POWER LINE --I�- PROPOSED CATCH BASIN T — EXISTING TELEPHONE LINE -{} EXISTING CATCH BASIN OH— EXISTING OVERHEAD POWER B.S.P. BACTERIOLOGICAL - NEW BLOW -OFF SAMPLING POINT VALVE ASSEMBLY C.T.G. CLEAN OUT TO GRADE 4C '--- EXISTING BLOW -OFF B.S.P. 2 8" x 6' T W/ PLUG 6D.I.P. WATER MAIN FIRE HYDRANT W/ 28.5' x 29.0' M.D. FOUR GUARD POSTS 16.5' UTILITY EASEMENT 2" WATER METER 6 (POOL MAKE-UP) 2" WATER METER (DOMESTIC) 2-2" RED. PRES. U-' B.F. PREVENTERS t0 t; 12.0' UTILITY EASEMENT M.D.W.A.S.A.D. B" GATE VALVE Ln -1.-1.------ IW I Lq ROWARD • PALM BEACH • INDIAN RIVER ST LUCIE • MARTIN COUNTIES CALL TOLL FREE 1-800-432-4770 SUNSHINE STATE 1 CALL UNDERGROUND UTILITIES NOT/F/CAT/ON CENTER N. W. CORNER SECTION 5-53 S 89 2, 12" D.I.P. WATER MAIN S1DEW6LK NS4 4 — EXIST. 54" PRESTRESSED I -EO.P. CONC. WATER MAIN -VERIFY 12" WATER MAIN TO PASS LOCATION W/ M.D.W.A.S.A.D. OVER EXIST. 54" WATER MAIN 30" MIN. COVER __----- ------ ----- PAVEMENT 1'2" FITTINGS AS REQUIRED RESTORATION n EXIST. 8" C.I. WATER MAIN E.O.P.— - — — ---- — — — — — — —tD-- 3 ------ — ---- EXIST. 12" D.I.P. WATER MAIN \ \ N RAW I12%12" TAPPING SLEEVE AND VA 12" WATER MAIN TO PASS UNDER \� TAP BY M.D.W.A.S.A.D. FORCES EXISTING 8" C.I. AND 12" D.I. _ ONLY, SET UP AND SCHEDULED WATER MAINS Flltratin ( Ompound BY CONTRACTOR 12" 90' ELL ROTATED VERTICALLY B.S.P. #1 FOR ALG ME T ¢ I IAdmin. Bldgr i WATER MAIN PLAN ® SCALE 1= 40 D R/ V/ N G R A N G E I ' \ GREEN AREA CONC \PRAC T/CE PU T T I N G / -I It G R E E N A R E A CATCH BASIN GRATE ELEV.=3.77Lu sr. STEPS & DQ�� -- --�- LANDING ¢ CATCH BASIN GRATE ELEV.=4.43 ¢ CATCH BASIN pDRANAGE MANHOLE -I P R A C T I C E CONC , GRATE ELEV.=4.26"IMELEV.=4.16 ICH/PP/NG A R E A DRAIN ¢ W GRATE ELEV.=4.44 CONC CURB a STAIRS a. LLI A/c uNlr S 1 & z STORY I �isi��!c�:�:�:�:� COUNTRY CLUB BUILDING i H EASEMENT ELECTRIC SERVICE A S P H A L T r A S P H A L 7 PAVEMENT REFRIGERATOR WATER HEATER WOOD B.rJ.P. Z ON CONC.--)ON CONC. 179.96' C ��FENCE--,,,,v rQS FIRE HYDRANT I �l SIGN HERE If COVE7� \ �LOs- W 41.43' ° a ,-TILE WALK ® ¢ A S P H A L T P A R K I NG & 3 ° -- \ ® DRIVE AREA "T CONC. WALK % O STONE - = CURB REMOVE EXIST. FENCE _A FLAGPOLE STONE \\ 8" D.I.P. WATER MAIN CONC. CURB A S P H A L T �\ S 38�557" W \ -PL 40' S. OF EXIST. 2" TECO PEOPLES J \ EXIST. E.O.P. GAS LINE (305-957-3828)�— CATCH BASIN GRATE ELEV. =8.98 REPAIR EXISTING ----------_ ---------SSEL�OLiWi-------- - - - - - - - - - - - - _---- ASPHALT-------------- EXTEND 2' GAS LINE TO POOL &12"x12" TAPPING SLEEVE AND VALVE HEATER LOCATION (BY TECO) TAP BY M.D.W.A.S.A.D. FORCES ONLY, SET UP AND SCHEDULED — — — — — — — — — — — — — — — — - — — - — BY CONTRACTOR — — — - — - - - - - r----------------------------------CATCLI_BASIL--------------------------- ------------------------- GRATE ELEV.=8.73 — — — — — -R/W — — — — — — — — — — — — — — — — — — — — — — — — WATER AND SEWER PLAN F nT `h !02 D O� \ OA �O \ s�8' C.L. Fence \ \ o ompetitlon/Recreation \V�/ool. /-- ❑pen Area HOTT®ta1 & Da"�li+�,til�l: ", r en SVAT1OIJ-:L c n BISCAYNE CANAL NE 104 ST v� GP� MIAMI SHORES GOLF & COUNTRY MTHIS CLUB SI TE LOCA77ON MAP 1=300 LEGAL DESCRIP77ON A PORTION OF "MIAMI SHORES SECTION EIGHT, REVISED" AS RECORDED /N PLAT BOOK 31, PAGE 41, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. AND A PORTION OF TRACT 2, MIAMI SHORES GOLF AND COUNTRY CLUB PROPERTY, AS RECORDED IN PLAT BOOK 40, PAGE 9, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. CATCH BASIN CABLE TELEWSION D DRAINAGE MANHOLE ELECTRIC HANDHOLE 0 FIRE HYDRANT GUY ANCHOR -O- CONCRETE LIGHT POLE METAL LIGHT POLE WOOD LIGHT POLE ® WOOD UTILITY POLE DQ WATER VALVE SINGLE FAMILY HOMES ,fl 1 os\ � s— — -_ — f� S 38'S5'5i W EXIST. 7ELEPHpNE MANHOLE DRAINAGE MANH 9 599.50' RESTORE SIDEWALK H RIM ELEV=9.28 OT RIM ELEV.=9.08R/N1 ELEV. L— — — O� s gCONC WALK=_� XIST. 54 PRESTRESSED CONC. CURB & GUTTER — — — — CURB INLET h REMOVE ASPHALT CONC. WATER MAIN -VERIFY GUTTER INLET — — — ---------------------- LOCATION WLM.D_W_A.S.A_D_ GRATEELEV.=8.46 - - - - - - - - - - - -=- - - - - - - - - - - - - - - - - PAVEMENT RESTORATION BISCAYNE BOULEVARD A S P H A L T PAVEMENT 12" D.I.P. WATER MAIN (STATE ROAD NO. 5) L--EXIST. 6" WATER EXIST 8" C.I. WATER MAIN MAIN (100' RIGHT-OF-WAY) DRAINAGE MANHOLE GUTTER INLET RIM ELEV.=8.69 0 - - _ � a R� — = _ s — _ LO GRATE ELEV.=8.43 --------------------- --------��------- — — = = B.S.P. 1 ® EXIST. 12 D.I.P. WATER MAIN CURB INLET �2' CONIC CURB &GUTTER ® 812.5' TOO N.E. 104 ST.___ — — — — — — — — — — — — — — — ----Rf1Al--- ti SCALE 1=40 A66RENA CONC NONS CONCRETE D.C.R. DADE COUNTY RECORDS P.B. PLAT BOOK PG. PAGE C.B.S. CONCRETE BLOCK & STUCCO (D) DESCRIPTION (P) PLAT R W RIGHT-OF-WAY REFER TO SHEETS C-7, C-8, C-9, C-12, AND C-14 FOR ADDITIONAL WATER SERVICE LINE LOCATIONS FIL TRATION AREA HOSE B/BBS AND POOL SHOWER LOCATIONS APPEAR ON THESE SHEETS. DeRose & 5looey CONSULTING FNDPEERS, NO. LAND PLANNING • CN. STRUCTURAL 4ENVRiONMENT . ELECTRR7� • M�OHANICAt 150 a ANINiEW A y LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20109 AAT6 IfDA 2000 DATE. I%Qo and Siopsy Job . 07OU revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 OPER HRS 12/21/99 ®PER HRS 01/11/00 ®PER OWNER 02/02/00 PER M.D.W.A.S.A.D, 04/03/00 W� O IL `} � J J J U V ��W �0 Y/ W O O I co } Qo J 0) OO Z Uj M aaaaas uj Ir W w0) > F co W .ao0o 5 J�co fi^ W U¢H=� t9 • 0j<O z (9< M n ujq Z� ZW O Q C2 Q. O IL i - V/ (L Q Z J drawn by L.J.Mc. cecked by T.K.Mc. sC1=1 date \09/07/99 Job no. 97� 4 cad no. 97034-Cl prof. no. 97034 drawing C-1 of 25 APR 0 5 2000 CAST IRON 112" 0 GRATE SEE PLAN N �2 of N a' •s � 6' 0 IS N 100 42"0 (18" GRATE) CONC. COLLAR x 8" THICK 36"0 (12" GRATE) CONC. P.V.C. BODY COLLAR x 8" THICK WATER TIGHT 6"-12"0 ADAPTOR 8"-18"0 YARD DRAIN DETAIL N. T. S. YARD DRAINS PER A.D.S. MODELS 2712AG AND 271BAG (OR APPROVED EQUAL) PAVING. GRADING & DRAINAGE LEGEND EXIST. ELEVATION R.D. ROOF DRAIN SURFACE FLOW LINE GAVA. GATE VALVE SP-C.P. SLOTTED REINFORCED F.H. FIRE HYDRANT CONCRETE PIPE P.V.C. POLYVINYL CHLORIDE R.C.P. REINFORCED CONCRETE PIPE D.I.P. DUCTILE IRON PIPE D.F. DRAINFIELD P.C.A.P. PERFORATED CORRIGATED -0-- NEW SANITARY MANHOLE ALUMINUM PIPE �- NEW STORM MANHOLE C.A.P. CORRIGATED ALUMINUM PIPE ?- EXISTING MANHOLE CAL CATCH BASIN U.I- UTILITY EASEMENT NEW WATER METERS S.S. SANITARY SEWER ,.., EXISTING WATER METERS T.O.P. TOP OF PIPE •'-r'F-II F.M. FORCE MAIN -0o- NEW GATE VALVE W.M. WATER MAIN %-CURB 6" EXTRUDED CONCRETE CURB EXISTING GATE VALVE R.E. RIM ELEVATION NEW FIRE HYDRANT I.E. INVERT ELEVATION ASSEMBLY AND DIRECTION OPP EXISTING POWER POLE(U.N.O.) EXISTING FIRE HYDRANT ------ EXISTING PIPE ASSEMBLY NEW PIPE --t PROPOSED CATCH BASIN P EXISTING POWER LINE -{ } EXISTING CATCH BASIN T EXISTING TELEPHONE LINE --OH EXISTING OVERHEAD POWER C><-- NEW BLOW -OFF B.S.P. BACTERIOLOGICAL VALVE ASSEMBLY SAMPLING POINT C[� : -- EXISTING BLOW -OFF B.T. BURIED TELEPHONE VALVE ASSEMBLY GO. CLEANOUT toes NEW ELEVATION EXT. CURB EXTRUDED CONC. CURB W.S. WATER SERVICE LINE 18 DRAINAGE STRUCTURE (» THERMOPLASTIC PAINT NUMBER B TEST El RESTORATION RESTORATION OF NUMBER & LOCATION PAVEMENT/CONC. � SOIL BORING TEST REMOVE OR RELOCATE NUMBER & LOCATION ® AS NOTED PROPOSED ASPHALT N. W. CORNE-5R SEC7/ON 53 42 5'14"S8 5 2 0.00x 2.2 I I \ 1.9 X 4.5 I \ \ x \ I 4.3 2 1 x X 4.6 \ -Z 2\d 7 "" C'2 �\ x 4.6 I I &5 4.4 II I I I I X 4.6 / I I /M7/ I 4.0 4.2 I / x 3.9 x7 X 3.7 / h•7c� )�,4.45 4.22� \ 4 S \ O 7 x 4.6 (4.18 4.19 \ 2 \ i 4.69 I \ ti 1 * &25 I Q 5.37 5.45 I ti I Ix 6 (�: 5.71 I Q I � 5.73 NOTE. H.C. SIGN TO BE 1' BEHIND 4" BLUE ® 5.0' SIDEWALK WLJEN PARKIN-G -- - HANDICAPPED --SIGN SPACE IS ADJACENT TO "PARKING BY DISABLED 6.1 WALK PERMIT ONLY" CONC. CAR STOP &6z I 8.25 171 x 6.0' LONG CONC. CAR STOP c x 8.0' LONG z 2 o > N .~... y 7.53 tF 7.30 M o , 7.63 I I 45' ~ J ICU- I 8.74 \ 3 z3 3 Li Lj 6? e c�> x &5 x v 8.73 W W W W J J -I J II 1� 8.33 7.25 O] DO DO 14, W 8.32J p 8.18 _-.*-- DO &4- 47 8.43 7 ge 7.64 A S P H A L T 9.0, 1 9.0' I 12.0' ( 5.0' 1 12.0' REGULAR REGULAR - HANDICAPPED T ' HANDICAPPED PARKING STALL DETAILS - 900 PARKING SCALE 1"=10.0' NOTES: 1. ALL HANDICAPPED SPACES TO BE MARKED IN ACCORDANCE WITH THE CURRENT STANDARDS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. 2. HANDICAPPED SIGNS TO CONFORM WITH CURRENT STATE AND LOCAL CODES AND REGULATIONS. PL 40' S. OF EXIST. 2" TECO PEOPLES EXIST. E.O.P. GAS LINE (305-957-3828) EXTEND 2" GAS LINE TO POOL HEATER LOCATION (BY TECO) I EXISTING EASEMENT x 7.22 J� 9.33 9.47 9. 9. REPAIR ASPHALT EXTEND SIDEWALK 12" D.I.P. CONST. H.C. RAMP WM. SST. 54" CONC. WATER MAIN --_--_------OAA ---- XIST. 1 WM. -- -- ---- - EXIST. 8" C.I. W.M. PAVING, GRADING AND DRAINAGE SCALE 1 = B/SCAYN KENNELE BARRY i B/SCAE CANAL NW 103 ST MIAMI SHOE 0P 850 GOLF & COUN7RY "' NE 104 ST CUB THIS xxvz SI JE N �� W �`b 2 SHORELAND BLVD P 0\yG LOCATION MAP (NOT TO SCALE) LEGAL DESCRIPTION A PORTION OF "MIAMI SHORES SECTION EIGHT, REVISED" AS RECORDED IN PLAT BOOK 31, PAGE 41, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIOA. AND %s� A PORTION OF TRACT 2, MIAMI SHORES GOLF AND COUNTRY CLUB PROPERTY, AS RECORDED IN PLAT BOOK 40, PAGE 9, OF THE PUBLIC RECORDS OF DADE COUNTY, FLORIDA. \ ION '� SYA�QLS LECEAD ABBRENA IMS CATCH BASIN CONC. CONCRETE D.C.R. DADE COUNTY RECORDS f OJ, c CABLE TELEVISION P.B. PLAT BOOK DRAINAGE MANHOLE PG. PAGE © ELECTRIC HANDHOLE C.B.S. CONCRETE BLOCK & STUCCO 2 FIRE HYDRANT (D) DESCR/P77ON 6 F ;, GUY ANCHOR CONCRETE LIGHT POLE p PLAT RIW 0�5 Q ! METAL LIGHT POLE R/GHI-OF- WAY POD\ \ ,r ® WOOD LIGHT POLE WOOD UTILITY POLE Pe o5� D4 WATER VALVE DRAINAGE SWALE \\ / !O \ / x / tS V% x > \\ O Q 000 ^� �oo \v�0� i \ \x-7,7� DRAINAGE CALCULATIONS CONTRIBUTING AREAS: PAVEMENT 40,153 S.F. POOL DECK 23,000 S.F. WALKS 1,837 S.F. BUILDINGS 6,065 S.F. TOTAL IMPERVIOUS 71,055 S.F. 71,055 S.F. x 3.5" x 1/12 = 20,725 C.F. REQUIRED 8,249 S.F. RETENTION AREA ELEVATION 4.0 TO 6.0 16,498 C.F. 5,206 S.F. RETENTION AREA ELEVATION 4.0 TO 6.0 TRIANGULAR 5,206 C.F. TOTAL RETENTION = 21,704 C.F. RUNOFF BROWARD • PALM BEACH e INDIAN RIVER ST LUCIF • MAR77N COUNTIES CALL TILL FREE 1-800-432-4770 SUNSHINE STATE 1 CALL UNDERGROUND UT/L/T/ES NOT/F/CAT/ON CENTER 0 YeRose51ooev CONSLILTING ENGNEERS, 'LAWRENCE DGROSE, P.E. REGISTERED ENGINEER NO. 20189 STATE OF FLORIDA APR 0 5 2000 DATE, DeRaw end Sloper Job .- 97034 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 LEPER HRS 12/21 /99 &PER HRS 01 /11 /00 ®PER OWNER 02/02/00 A PER M.D.W.A.S.A.D. 04/03/00 W0 � 0 J IL � J J J VO a U. U a \/ 0 CO W 0 0 I x _O BBBBBI a } am � S G f� G J Q a cc 0) o 2 UW M V1 CC � > a W 9 <000 I c9 Z w J0)COLLA W U OWC FW-- = t (7 Z_ W Z(ow t F 0< mU) V CA ZCO O Z a^ O Q 0 z a 0 J drawn by L.J.Mc. checked by T.K.Mc. scale 1=40 date 09/07/99 job no. 97034 cad no. 97034-C2 proj. no. 97034 rrmar. C-2 of 25 PAVING, GRADING AND DRAINAGE 3" 4 1 /2" 2" 5 8"OHOLE 2- 3 BARS d 9Q a. Ln da a d <d m n I #4 BAR-1'-6" LONG CONCRETE CAR STOP DETAIL CP-002 N.T.S. 24" 1 1 24" VARIES - SEE PLAN I 1 12" 12' 11/4" ACSC TYPES 3 SLOPE MIM- rrir-rrt^ II -II I I 6" LIMEROCK BASE - I I it - Jill It COMPACTED(98%) AND -IT1= PRIMED BASE SHALL 10--- COMPACTED CONTAIN MIN. 60% SUB -GRADE CALCIUM CARBONATES W/ MIN. L.B.R. = 100 TYPICAL PAVING SECTION N.T.S. rOD EDGE OF EXIST. ASPHALT 12' VARIES - SEE PLAN 6"6" SAWCUT & STRIP EXIST. ASPHALT AS SHOWN EXIST. ASPHALT 11/4" MIN. ACSC _ TYPE SPE3MIN• EXIST. BASE 6" LIMEROCK BASE - 12" COMPACTED III �rl COMPACTED(98%) AND SUB -GRADE PRIMED. BASE SHALL CONTAIN MIN. 60% CALCIUM CARBONATES W/ MIN. L.B.R. = 100 NEW TO EXIST. ASPHALT DETAIL N.T.S. IT � PARKING BY m DISABLED PERMIT - 1 11 ONLY ENFORCES MIN. FINE $ 150.00 ff GROUND i\ �\ NOTE: HANDICAPPED SIGN WILL BE OF D.O.T. (BLUE) COLOR. PAVEMENT BORDER LINES (ONE ON EACH SIDE) OF THE HANDICAP SPACE WILL BE OF A BLUE COLOR OF A QUALITY EQUIVALENT TO SUPER STRIPE TRAFFIC PAINT SOLD BY FOX VALLY SYSTEMS, INC. OF CARY, ILLINOIS, PHONE 1-(800)-323-4770, Iu r RIGHT TURN ARROW TO BE REVERSE PAVEMENT ARROWS N.T.S. R5-1 (30" x 30") SUPR-LOK PRUF NO. 99OF CROSS SIGN BRACKET (OR APPROVED EQUAL) STOP i R3-1 STOP SIGN 24" X 24" 33��R1-1 PR SUPR-LOK 6FXU5OST BRACKET AND SUPR-LOK CROSS SIGN BRACKET FOR FLAT BLADES TO BE USED OR MANUFACTURER'S EQUAL. SUPR-LOK PRUF NO. 91UF-01_90 UPPER CASE CAP U-POST BRACKET (OR APPROVED EQUAL) o STOP SIGN R1-1 (30" x 30") THE TOP OF THE STOP SIGN SHALL BEpr MOUNTED FLUSH TO THE TOP OF THE POST. ANY SIGN INSTALLED BACK TO BACK WITH THE STOP SIGN, SHALL BE SMALLER THAN THE STOP SIGN, b IV SUPPLEMENTAL I I DO NOT ENTER R3-5R (30 x 30") NOTE: ' 1. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE. B 2. BASE MATERAL SHALL BE PLACED IN TWO OR THREE LAYERS. PLAN 3. EACH LAYER THOROUGHLY ROLLED OR TAMPED TO MAXIMUM R W DENSITY OF 98% BY A.A.S.H.O. T-180 SPEC. LINE U.N.O. 4. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. 1 2"RADIUS 5. SURFACE MATERIAL WILL BE CONSISTENT WITH THE EXISTING SURFACE. 1 4"RA IUS SL.1/4" 6. ALL ROADWAY REPLACEMENT SHALL BE IN COMPLIANCE WITH GOVERNING /811Xi" DEEP AUTHORITY WHERE CUT IS MADE. 7. SURFACE TREATED PAVEMENT JOINTS SHALL BE LAPPED & FEATHERED. 8. WHERE TRAFFIC SIGNALIZATION EXISTS IT SHALL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPLACE THE SYSTEM DISTURBED IN ACCORDANCE WITH THE GOVERNING AUTHORITY'S REQUIREMENTS. SECTION A -A SECTION B-B RESTORATION OF PAVEMENT SIDEWALK DETAILS N:T.S. - ...-..W .......,...:�-' NOTE .T.S. ...._..:_.. - .__.... -- S 1. EXPANSION JOINT SHALL BE 1/2" WITH NON RISING PRE -MOLDED MASTIC TO RUN THE FULL DEPTH OF SLAB, 30'-0" O.C.(MAX.) AND AT EXISTING CONCRETE. 2. CONCRETE IS TO HAVE TRANSVERSE BROOM FINISH. (U.N.O.) 3. 2500 P.S.I., 28 DAY MINIMUM CONCRETE TO BE USED. 4. TOP OF EXPANSION JOINT SHALL BE DEPRESSED 1/2" FROM GRADE OF ABUTTING CONCRETE. 5. SIDEWALK TO BE 6" THICK AT DRIVEWAYS. STANDARD CHANNEL SIGN POST. 12' 3#/FT. FLANGED U-CHANNEL TYPE PAINTED GREEN EDGE OF PAVEMENT R3-5R 30" X 30" -ID (D3) MATERIALS BORDER AND LETTERS SILVER DIAMOND GRADE 2870 HEAT APPLICATION OR 3870 PRESSURE SENSITIVE GREEN BACKGROUND GREEN TRANSLUCENT INK SILK SCREENED CLEAR COATED SIGN OR MYLAR OVER SILVER DIAMOND GRADE 2877 HEAT APPLICATION OR 3877 PRESSURE -�- SENSITIVE STOP, DO NOT ENTER, YIELD DIAMOND GRADE (3M 397OG WHITE) OR EQUIVALENT, PRESSURE SENSITIVE RED TRANSLUCENT INK SILK SCREENED CLEAR COATED OR MYLAR OVER DIAMOND GRADE. ALL SIGN SURFACES SHALL BE HIGH INTENSITY REFLECTORIZED MATERIAL. 0 NOTE: 4-6 LANE DIVIDED HIGHWAY SIDE STREET INDENTIFICATIONS SHALL BE 9". ALL OTHER LOCATIONS _. STREET -IDENTIFICATION SHALL BE" 6". SIGN DETAILS N.T.S. 1. UPPER 1' ROADWAY SUBGRADE SHALL BE COMPACTED TO 8% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO-T99-C. DENSITY TEST RESULTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO PLACING THE LIMEROCK. A MINIMUM OF 8 TESTS ARE REQUIRED AS DIRECTED BY THE ENGINEER. 2. LIMEROCK SHALL MEET THE REQUIREMENTS OF THE MIAMI-DADE COUNTY ENGINEERING DEPARTMENT. 3, LIMEROCK BASE SHALL BE COMPACTED TO 98% OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. CONTRACTOR SHALL SUBMIT DENSITY TEST RESULTS PRIOR TO ASPHALT PLACEMENT. PROVIDE ONE TEST FOR EVERY 4000 SQUARE FEET OF AREA TO BE PAVED, 8 TESTS MINIMUM. 4. TYPE S-3 ASPHALTIC CONCRETE SURFACE COURSE SHALL MEET THE REQUIREMENT OF SECTION 333 OF THE 1998 D.O.T. STANDARD SPECIFICATIONS. 5. HIGH DENSITY POLYETHYLENE DRAINAGE PIPE SHALL BE N-12 PIPE, MEETING THE REQUIREMENTS FOR A.S.T.M. 405, A.S.T.M. 661, A.A.S.H.T.O. M252, A.A.S.H.T.O. M294, AND A.S.T.M. D2321. 6. ALL CONCRETE SHALL DEVELOP A MINIMUM OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. - 7. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES WHETHER SHOWN OR NOT ON PLANS. CONTRACTOR SHALL CALL MIAMI DADE WATER AND SEWER AUTHORITY DEPARTMENT, F.P.&L., S,B.T.&T., AND NOTIFY ALL UTILITIES INVOLVED PRIOR TO CONSTRUCTION. ANY ADDITIONAL UTILITIES FOUND SHALL BE SHOWN ON RECORD DRAWINGS. 8. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF ANY KIND THAT WILL COME UNDER THE PAVEMENT OR WITHIN 10 FEET OF ITS EDGES SHALL BE INSTALLED, TESTED AND ACCEPTED PRIOR TO CONSTRUCTION OF THE BASE. 9. MIAMI-DADE COUNTY D.E.R.M. "MINIMUM STANDARDS" SHALL GOVERN CONSTRUCTION. WHERE APPLICABLE, CURRENT STATE STANDARDS SHALL BE IN FORCE. 10. ALL ELEVATIONS REFER TO N.G.V.D. DATUM. 11. IF MUCK IS ENCOUNTERED, IT MUST BE COMPLETELY REMOVED FROM THE LIMITS OF THE PAVING, AND FULL WIDTH AND DEPTH OF ALL TRENCHES, TO TWO FEET BELOW SUBGRADE/TRENCH BOTTOM ELEVATION. 12. PRIME COAT SHALL BE APPLIED AT A MINIMUM RATE OF 0.25 GAL./SQ. YD. USING AN RC-70, MC-30 GRADE MATERIAL. 13. BEFORE CONSTRUCTION OF THE LIMEROCK BASE MAY COMMENCE, IT WILL BE NECESSARY FOR A CHEMICAL AND SIEVE ANALYSIS OF THE STOCK PILES FROM WHICH THE LIMEROCK IS TO BE SUPPLIED. ANALYSIS RESULTS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD. 14. ALL LOCATIONS WHERE UNDERGROUND UTILITIES HAVE BEEN BACKFILLED UNDER PAVEMENT, DENSITY TESTS OF THE COMPLETED BACKFILL MATERIAL WILL BE REQUIRED PRIOR TO BASE COURSE INSTALLATION. A COPY OF THE TESTS SHALL BE SENT TO THE ENGINEER OF RECORD. TEST SHALL COMMENCE AT THE TOP OF CONDUIT, EVERY 12 INCHES TO BOTTOM OF BASE. BACKFILL SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO - T180. TEST TO BE SUPPLIED AT 50 FEET INCREMENTS. 15. A PRE -CONSTRUCTION MEETING WILL BE REQUIRED TO PLAN TESTING, AND DISCUSS IN GENERAL ALL REQUIREMENTS RELATED TO CONSTRUCTION. THE CONTRACTOR SHALL PREPARE ANY JOB RELATED QUESTIONS FOR THIS MEETING. 16. RECORD INFORMATION CERTIFIED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO FINAL ACCEPTANCE OF THE SYSTEM. RECORD INFORMATION TO BE PAID FOR BY THE CONTRACTOR. 17. SIX COPIES OF SHOP DRAWINGS OF ALL MATERIAL BEING USED SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO INSTALLATION. 18. "AS -BUILT" DRAWINGS OF TOP OF ROCK ELEVATIONS SHALL BE SUBMITTED TO THIS ENGINEER PRIOR TO ASPHALT PLACEMENT. 19. THE FINISHED SURFACE OF THE BASE COURSE AND THE WEARING COURSE SHALL NOT VARY MORE THAN 1/4" FROM THE TEMPLATE. ANY IRREGULARITIES EXCEEDING THIS LIMIT SHALL BE CORRECTED PRIOR TO PROCEEDING TO THE NEXT CONSTRUCTION STEP, RECORD INFORMATION - PAVING, GRADING & DRAINAGE THE FOLLOWING RECORD INFORMATION SHALL BE PROVIDED BY THE CONTRACTOR AND PREPARED BY A REGISTERED LAND SURVEYOR. 1. "AS BUILT" RIM ELEVATIONS OF ALL DRAINAGE STRUCTURES. 2. "AS BUILT" INVERT ELEVATIONS OF ALL DRAINAGE PIPE. 3. "AS BUILT' ELEVATION OF TOP OF ROCK IN PAVED LOCATIONS. 4. "AS BUILT' SWALE/RETENTION AREA SIZES AND ELEVATIONS. 5. "AS BUILT" FINISHED FLOOR ELEVATION. FIELD OBSERVATION - PAVING, GRADING & DRAINAGE I. AS REQUIRED BY PERMIT CONDITIONS AND/OR THE OWNER, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD 48 HOURS IN ADVANCE TO OBSERVE THE FOLLOWING: 1. DRAINAGE TRENCHES PRIOR TO BACKFILL. 2. PIPE JOINTS PRIOR TO BACKFILL. 3. CONFLICTS WITH OTHER UNDERGROUND UTILITIES PRIOR TO BACKFILL. 4. COMPACTED SUBGRADE. 5. COMPACTED BASE COURSE. 6. PRIME COAT PRIOR TO ASPHALT. 7. FINISHED ASPHALT. 8. FINAL OBSERVATION AT JOB COMPLETION. 9. A MINIMUM OF ONE FIELD OBSERVATION BY THE ENGINEER OF RECORD IS REQUIRED NEAR THE COMPLETION OF THE PAVING, GRADING AND DRAINAGE SYSTEM AND PRIOR TO OCCUPANCY, FOR DETERMINING GENERAL PERFORMANCE OF THE DESIGN. 0 D¢Rose & 51oPey CONSUlTNO ENONEERS, NC.. LAND PLAWANO • OIVL • STIRUOTURAL, E IRONMENT • ELECTiiICAL }} C OAL 7E0 8. ANOREW8 NV SLRTE 9E0f n POMPANO BEAa FLCIIEI 8 /J 19641 942-77(Js V LAWRENCE DeROSE, P.E. REGISTERED y,, ENGINEER NO. 201e9 fifft .7 A DATE• D4Roee and 8bpey Job r 97034 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 W� 0 LL i- J mi V_ LL U W COrrnn W o m 0' v/ Z 0 ® 0 W J W cc o ? U= M H W ' _m W z w a$o0 J M LL r W U ccE 0 Z �- 'Lnj 'Ua0)mto -0 O� z Q 2 U (L i LL� o 0 D_ z J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034-C3 no. 97034 ' drawing C®3 Of 25 TYPICAL LOCATION WHICH REQUIRE CONCRETE REACTION (THRUST) BLOCKS, FOR PRESSURE MAINS 4" SIZE AND GREATER. CONCRETE SHALL HAVE 2500 PSI MIN, STRENGTH AT 28 DAYS AND BEAR AGAINST UNDISTURBED STABLE SOILS. AREA OF CONTACT SHALL BE GOVERNED BY PIPE SIZE, MAX. PRESSURE IN PIPE AND BEARING CAPACITY OF SOIL, revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 m ELEVATION C A C D� Aj \--B e PLAN REDUCED PRESSURE PRINCIPLE ASSEMBLY CW-001 3/4" TO 217 A. REDUCED PRESSURE PRINCIPLE OR DOUBLE-CHECK VALVE BACK -FLOW PREVENTION ASSEMBLY, WITH BALL VALVES, AS PROVIDED BY MANUFACTURER. B. RISER SHALL BE. COPPER PIPE, TYPE K - HARD TEMPER, OF APPROPRI- ATE SIZE. C. COPPER PIPING WILL BE JOINED TO THE ASSEMBLY WITH APPROPRIATE UNIONS. D. COPPER RISER SHALL BE JOINED TO THE WATER LINE ON THE HORIZON- TAL RUN. IF THE WATER LINE IS OTHER THAN PVC, A DIELECTRIC COUPLING WILL BE USED TO PREVENT ELECTROLYSIS. TYPICAL BACTERIOLOGICAL SAMPLING POINT AT FIRE HYDRANT 1. ALL SAMPLE POINTS FOR POTABLE WATER. BACTERIOLOGICAL TESTS SHALL BE EITHER FIRE HYDRANT OR 2" BLOW OFF LINE REDUCED DOWN TO I/2" BRASS HOSE BIB ABOVE GRADE. 2. WHEN FIRE HYDRANTS ARE USED AS BACTERIOLOGICAL SAMPLING POINT, A HYDRANT WRENCH SHALL BE SUPPLIED TO THE CHIEF WATER PLANT OPERATOR. 3. SAMPLE POINTS COMING FROM HYDRANTS TO INCLUDE A SMALL VALVE WITH A REMOVABLE HANDLE. CONTRACTOR SHALL CONSTRUCT ALL REQUIRED THRUST BLOCKS AND INCLUDE COST IN UNIT PRICE OF PIPELINE OR FITTINGS. 44 11 VV OR GREATER NOTE: FOR OTHERFITTITW USE FOLLOWING FACTORS. TEE 100% 45' BEND 76% \ 22//2' BEND 39% \ 11Y+' BEND 20% . � 180' BEND 1007 PIPE AREA RE D THRUST BIK.K30 THRUST E14K. AREA D REMARKS 4 2.0 S .FT.30.0 S .FT. VALUES ARE FOR 90' BEND, BASED ON 2000 PSF SAFE BEARING LOAD AND PIPE PRESURE OF 150PSI PLUS 33% SAFETY FACTOR FOR OTHER SOILS & PRESSURES THE AREA REQ'D IS IN DIRECT PROPORTION 6" 4.0 S .FT. 37.0 SQ. FT. 8 6.6 S .FT. 53.0 SQ.FT. 10' 10.0 SQ. FT.80.0 S .FT. 12" 14.0 S .FT. 98.0 .FT. 14' 18.0 SQ.FT.127.0 SQ.FT. 16" 24.0 S .FT. CONCRETE THRUST BLOCKS CW-006 TYPICAL BURIED GATE VALVE SETTING DETAIL TYPICAL FIRE HYDRANT INSTALLATION NOTE: ALL FIRE HYDRANTS SHALL BE FREE OF CORROSION. ALL WORKING PARTS SHALL BE LUBRICATED, AND THE HYDRANT PAINTED(COLOR TO BE SELECTED) THE ♦: OF NOZZLES SHALL BE 18" ABOVE FINISH GRADE AT HYDRANT. TYPICAL BACTERIOLOGICAL SAMPLING POINT AT INTERMEDIATE POINTS SEE DETAIL "A" CORPORATION STOP WITH PLUG & FXIQT WATFR MAIN RESULTS HAVE BEEN OBTAINED. VENT TO ATMOSPHERES n CORPORATION STOP 111 METER AS REQ'D CHECK VALVE OR UNION BACKFLOW PREVENTER VALVE VALVE DETAIL "A" FILLING & FLUSHING CONECTION DETAIL NOTES: 1. REMOVE TEMPORARY CONNECTION AT CORPORATION STOP ON EXIST. MAIN AFTER FILLING & FLUSHING OF NEW LINE 2, DO NOT REMOVE TEMPORARY CONNECTION AT CORPORATION STOP ON NEW MAIN UNTIL ALL TESTING HAS BEEN COMPLETED. BUILDING TYPICAL SERVICE CONNECTION G NOTE: 1. SUCESSIVE TAPS INTO THE WATER MAIN SHALL BE SPACED NOT LESS THAN 18" ON CENTER. 2. 1"&1V2" LONG SERVICES REQUIRE A 2" MIN. I.D. CASING PIPE, 2" SERVICES REQUIRE A 3" MIN. I.D. CASING PIPE. 3. ALL CASING PIPE SHALL EXTEND A MIN. OF 2' BEYOND THE EDGE OF PAVED STREET 4. FOR 1" SERVICE LINES THE MINIMUM RADIUS SHALL BE 14" FOR 21/2" AND 2" SERVICES THE MINMUM RADIUS SHALL BE 21". 5. SCH. 40, SOLVENT WELD P.V.C. MAY BE SUBSTITUTED FOR POLY TUBING SHOWN. PROVIDE NECESSARY FITTINGS AND COUPLINGS. NOTE: z TRENCH SHALL BE BACKFILLED IN LIFTS w z 0 NOT TO EXCEED 12", AND COMPACTED < TO A MIN. DENSITY OF 96% AS W=PIPE O.D. DETERMINED BY AASHTO T-180 Z Xw +24 o 0 F- 12" MAX. 12" z 0 w> ')PROPOSED < a a x W PIPE LINE J 0U x w z SHAPED TO RECEIVE PIPE BELL AND BARREL FOR LOCATIONS IN EXIST. SUITABLE MATERIAL. + • WHERE MUCK, MARL, TRASH, DEBRIS AND OTHER DELETERIOUS MATERIAL EXIST, REMOVE TWO FEET MIN. BELOW INVERT OF PIPE AND REPLACE WITH CLEAN, WELL COMPACTED SUITABLE MATERIAL. STANDARD TRENCHING DETAIL CW-002 N.T.S. FINISH GRADE WATER MAIN AND/OR SANITARY FORCE MAIN VARIOUS SIZES AS SHOWN ON PLANS 10' 1 10' NO JOINTS 8" MIN CONFLICT DETAIL CW-008 U H �n a Vj �mW n ' of W O Ir 0 I 'x v/ a- ra } az 0 2 � U W 0 0 J w oo ? UW M _ �1 ¢ ¢W ao W Z GL co • 10Oo !� � J M IL Uw U Z • 000Q a COra F 7 Z Z� Z a �O U -j4 a O Al �Y zIL Q Z Q J ' drawn by L.J.Mc. 0 checked by T.K.Mc. scale 1=1 date 09/07/99 %" TIE RODS TO BE CONNECTED PAST DeRose C 51opey Gob no. 97034 FIRST JOINT CONSULTM ENGINEERS, INC. LAND PLANNING . CIVIC . STRUCTURAL Cad no. 97034—C4 ENVIRONMENT . ELECT CAL . MECHANICAL '50 S. ;'AVENUE SUTE 3 - prof. no. 97034 POMPANO BEA F OREA /Ir7 A .. l4 09 drawing LAWRENCE DeROSE, P.E. /1— 4 REGISTERED ENGINEER NO. 20169 (V_ STATE OF FLORIDA APR 0 5 2000 DATE- of 25 DeRo and SWey Job a 97034 L0 0 a 0) Sao f�W N a,zo_ / LLI N 0 N MAIN G III DISCONNECT TO BE PROVIDED BY OTHERS L1 L2 --- L — BM 131 B2 B3 B4 BC BR 30 1 33 33 33 33 230V, 1 PHASE, 60 HZ L1 - 115V TO GROUND MLA T1 T2 T1 T2 T1 T2 T1 T2 I . TO CONTROL M4 6MFLA 6MFLA 6 FLA 6 FLA .4HP .4HP .4HP 4HP USE COPPER CONDUCTORS RATED 60degC IF RATED LESS THAN 100 AMPS) 75degC IF RATED 100 AMPS OR MORE TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR FIELD WIRING TERMINALS ARE AS FOLLOWS: 35LB-IN FOR #18- #10 AWG) 40LB-IN FOR #8 AWG1 45LB-IN FOR #6-#4 AWG) AND 50LB-IN FOR #3 AWG AND LARGER TERMINAL TIGHTENING TORQUE REQUIREMENTS FOR #18 AWG PUMP CONTROL CABLES AND FLOAT CABLES ARE 20LB-IN WARNING - USE OF THE FOLLOWING COMPONENTS IS DEPENDENT UPON THE ADDITIONAL PROTECTION AFFORDED BY THE GROUND FAULT CIRCUIT INTERRUPTER AND THE OVERCURRENT PROTECTIVE DEVICE PROVIDED. DO NOT REMOVE OR DEFEAT THESE PROTECTIVE COMPONENTS. THE GROUND FAULT CIRCUIT INTERRUPTER SHOULD BE CHECKED PERIODICALLY FOR PROPER OPERATION. f nmpnNFNT TnFNTTF"TrA7TnN DUPLEX RECEPTACLE PASS & SEYMOUR 1591-I WEATHERPROOF FLASHING ALARM LIGHT(RED) NEMA 3R DUPLEX CONTROL BUILDING WALL BOX -PANEL SHALL INCLUDE EMERGENCY ELECTRICAL GENERATOR CONNECTION HASP & LOCK TWO - 11/2" FLEXIBLE CONDUITS & FITTINGS FURNISHED W/MOUNTING STAND NOTE! PROVIDE LIGHTING ARRESTORS AND SURGE CAPACITORS TO DOSING TANK PUMPS POWER SUPPLY CONDUIT 3 CONTROL PANEL DETAIL WIRE COLOR CODE (#,CLR) 0 - BLACK 1 - BROWN 2 - RED 3 - ORANGE 4 - YELLOW 5 - GREEN 6 - BLUE 7 - PURPLE 8 - GRAY 9 - WHITE o 0 in 0 ri 0 Ki 0 0 4 ri C4 p ri 0 Ki 0 Ki Mi ALARM LIGHT MEMO (900 9 ETM1 ETM2 ETM3 ETM4 0 0 0 PO HORN SW1 SW2 r-s Q6 w � SILENCE MEMO 18'x9'x8" THICK CONC. SLAB W/ #3 0 12" O.C. EA. WAY U.S.F.- 420-A FRAME & COVER OR APPROVED EQUAL GROUT HORN 6" C.I.P. INLET SILENCE I.E.=2.25 18'x9'x8" THICK CONC. SLAB W/ #3 0 12" O.C. EA. WAY U.S.F.- 420-A FRAME & COVER OR APPROVED EQUAL GROUT HORN 6" C.I.P. INLET SILENCE I.E.=2.25 DEAD FRONT BACKPANEL * LIGHTNING ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME * SURGE ARRESTOR MOUNTED ON BACKPANEL BEHIND BREAKER FRAME BILL OF MATERIALS BM MAIN BREAKER SQUARE D QOU240 B1,2,3,4 PUMP BREAKERS SQUARE D QOU215 BC CONTROL BREAKER SQUARE D QOU115 BR RECEPTACLE BREAKER SQUARE D QOU115 REC DUPLEX RECEPTACLE PASS & SEYMOUR 1591-1 LA LIGHTNING ARRESTOR DELTA M0603 SA SURGE ARRESTOR DELTA CA603 VM VOLTAGE MONITOR DIVERSIFIED VBA240AFN S1,2,3,4 PUMP STARTERS TELEMECANIQUE LC101810 OL THERMAL OVERLOAD RELAY TELEMECANIQUE 1_R2D1312 AL ALARM LIGHT INGRAM LRX-40 HORN ALARM HORN EDWARDS 870P-N5 SIL SILENCE CONTROL CONCEPTS PB4 TEST ALARM TEST CARLING 6FA54-73 R1 DPDT RELAY OMRON MK2P-S120VAC ALT QUADPLEX ALTERNATOR DIVERSIFIED ARM120AGE SW1,2,3,4 HAND -OFF -AUTO SWITCH CONTROL CONCEPTS SS03 ETM1,2,3,4 ELAPSED TIME METER GRASSLIN FWZ-72 PL1,2,3,4 PILOT LIGHT CONTROL CONCEPTS FVLU120GNT ENC PANEL ENCLOSURE RONNEX 3RSS24H24W8DP CONTROL PANEL DETAIL THE DOSING SYSTEM SHALL BE DESIGNED SO THAT THE DRAINFIELD IS DOSED SIX TIMES PER DAY. AT 3,500 G.P.D. FLOW THIS EQUATES TO 583.33 GALLON CAPACITY IN THE DOSING CHAMBER BETWEEN PUMPS ON AND PUMPS OFF. 3,500 G.P.D. FLOW REQUIRES 5,000 S.F. DRAINFIELD AREA. MAXIMUM DRAINFIELD SIZE IS 1,500 S.F. THEREFORE FOUR 1,250 S.F. DRAINFIELD AREAS ARE PROPOSED. EACH DRAINFIELD WILL BE DOSED BY A .5 H.P. PUMP, THEREFORE FOUR PUMPS ARE REQUIRED. THE CONTROL PANEL SHALL ALTERNATE PUMP OPEIRATION SO THAT EACH PUMP WILL START UP EVERY FIFTH CYCLE. 4" PERFORATED PVC DRAIN PIPE (ALT.-BLACK CORRUGATED PLASTIC 52.0'DRAINFIELD PIPE (16 ROWS)_ 4% 2" 4" PERFORATED PVC DRAIN PIPE (ALT.-BLACK CORRUGATED PLASTIC DRAINFIELD PIPE (16 ROWS)_ f 7.5 90 FIN. GRADE PRE -CAST CONC. RISER 24" I.D. W/ #4 0 12" E.W. 7 `I AS REQUIRED. I.E.=2.17------------ - - - - ---- - _ 2" DIS( � ---- - ----- - - GE GE #4 0 6" O.C. EA. WAY I 2" DISCHARGE 15% FREE BOARD----,,. 4" PVC OUTLET -------------- - L_ FLOWLINE `a " 0 HOLE #3 0 12" O.C. EA. WAY ALL DOSING TANK CONSTRUCTION SHALL MEET THE -2/3 SEPTIC 1/3 SEPTIC REQUIREMENTS OF CHAPTER 1OD-6 OF THE F.A.C. TANK VOLUME ® TANK VOLUME .. AND THE DADE COUNTY H.R.S. A FIBERGLASS TANK 6" BAFFLE WALL ® 4800 GALLON SEPTIC TANK MAY BE SUBSTITUTED FOR THE CONC. MODEL SHOWN. SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER AND DADE COUNTY PUBLIC HEALTH UNIT FOR REVIEW. FOUR 1/2 H.P. PUMPS ARE REQUIRED TO DOSE EACH #4 0 12" O.C. EA. WAY 1,250 S.F. DRAINFIELD IN AN ALTERNATING FASHION SO THAT EACH DRAINFIELD IS DOSED EVERY FIFTH START-UP. SEPTIC TANK SECTION DOSING TANK PLAN N.T.S. SEPTIC SYSTEM DETAILS N.T.S. N.T.S. U.S.F.- 420-A FRAME & COVER OR APPROVED EQUAL TO CONTROL PANEL AND POWER SUPPLY 4 0 6" O.C. EA. / 6" INLET FROM WAY SEPTIC TANK I.E.=2.08 2" CHK. VALVE ALARM ON 2" GA.4VA.LAG PUMP ONLEAD PUMP ON583.33 GAL BETWEEN FLANGEPPO PUMP ON AND OFF CONTROL FLOATS (TYP.) 5 H.P. PUMPS OFF CI IfH.P. I[]I C I 14'x8'x8" THICK CONC. SLAB W/ #3 0 12" O.C. EA. WAY PRE -CAST CONC. RISER 24" I.D. W/ #4 0 12" E.W. GROUT 2" DISCHARGE PIPE (36" MIN. COVER) ::::::::(VDRAIN FIELD 2-90' ELL #3 0 12" O.C. EA. WAY TO 2ND. PUMP #4 0 12" O.C. EA. WAY LONGITUDINAL SECTION TRANSVERSE SECTION N.T.S. N.T.S. DOSING TANK DETAILS 1. 1825 GALLON PRECAST SEPTIC TANK MAY BE USED FOR DOSING TANK. 2. PROVIDE 583.33 GALLONS STORAGE BETWEEN PUMPS ON AND PUMPS OFF. BASED ON 3,500 G.P.D. FLOW / 6 DOSES PER DAY = 583.33.. LIFT STATION 1. ALL CONSTRUCTION SHALL CONFORM TO THE SOUTH FLORIDA BUILDING CODE (LATEST REVISION), THE STATE OF FLORIDA DEPT. OF HEALTH 8. ALL DOSING SYSTEM EQUIPMENT AND CONTROL PANEL MAY BE AND REHABILITATIVE SERVICES CHAPTER 1OD-6, AND THE DADE COUNTY FURNISHED BY F.E. MEYERS CO. (OR EQUAL) DISTRIBUTOR. PUBLIC HEALTH UNIT. TELEPHONE (305) 583-3303. 2. ALL UNSUITABLE MATERIAL SUCH AS MUCK, MARL AND DEBRIS SHALL 9. CONTRACTOR SHALL TEST THE DOSING SYSTEM AS REQUIRED BY THE 4" PVC BE REMOVED FROM THE LIMITS OF CONSTRUCTION. EQUIPMENT SUPPLIER AND NOTIFY THE ENGINEER AND DADE COUNTY PUBLIC �— HEALTH UNIT 48 HOURS IN ADVANCE SO THAT THEY ARE PRESENT TO OBSERVE. 3. DOSING TANK SHALL BE CAST MONOLITHICALLY WITH BOTTOM SLAB. ALL HOLES REQUIRED FOR PIPING SHALL BE CAST AT TIME OF 10. RECORD DRAWINGS OF THIS INSTALLATION SHALL BE SUBMITTED TO 2" PVC DISCHARGE PIPE MANUFACTURE. THE ENGINEER OF RECORD PRIOR TO FINAL ACCEPTANCE. COST OF FROM DOSING TANK THESE DRAWINGS TO BE PAID FOR BY THE CONTRACTOR. 4. ANY PROPOSED DOSING SYSTEM CHANGES FROM THE PLANS ON THE INSTALLATION OF LIFT STATION COMPONENTS SHALL BE 11, 3400 GAL. REINFORCED CONCRETE DOSING TANK SHALL CONFORM TO SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW. CHAPTER 1OD-6, F.A.C., AND DADE COUNTY PUBLIC HEALTH UNIT. /�4% 4" TEE TAPPED 1" 5. SIX COPIES OF SHOP DRAWINGS OF ALL MATERIALS BEING USED 12. CONCRETE SHALL NOT HAVE LESS THAN 3,500 P.S.I. COMPRESSIVE 4"-90' ELL SHALL BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO STRENGTH AT 28 DAYS. FABRICATION. 13. REINFORCING STEEL SHALL CONFORM TO A.S.T.M. SPEC. A-615, AND 6. CONTROL PANEL SHALL INCLUDE ALTERNATING PUMP OPERATION, SHALL BE DEFORMED TO CONFORM TO A.S.T.M. A-615 LATEST ft H.O.A. SWITCH, RUN LIGHTS, MOTOR SEAL LEAK LIGHT, AUDIBLE REVISION. ALARM AND HIGH WATER ALARM LIGHT. 51 BE U.L. ASSEMBLED AND U.L. APPROVED. CONTROL PANEL SHALL 14. THE CONTRACTOR SHALL VERIFY ELECTRICAL SERVICE TO THE LIFT STATION FOR COMPLIANCE WITH VOLTAGE REQUIREMENTS, PRIOR TO 7. OPERATING CONDITIONS -- INSTALL 4 MODEL WHR5 SUBMERSIBLE ORDERING PUMPS OR CONTROL PANEL. SEWAGE PUMPS, 0.5 H.P. MOTORS, 230 V, 1 PHASE-60 CYCLES �— 4" PVC AS MANUFACTURED BY F.E. MEYERS CO. (OR EQUAL). PUMPS SHALL BE CAPABLE OF DELIVERING 45 G.P.M. AT 20 FEET T.D.H. 2" PVC DISCHARGE PIPE FROM DOSING TANK 4"x 2" TEE 1•5 EQUAL SPACING 1.5' 1� 1 z 4"x 4" TEE OF PIPES 3' O.C. TAPPED AP90'DELL f =DRAINFIELDW/BLDC. /— I 4" PERFORATED P.V.C. OR H.R.S. APPROVED EQUAL (PERF. IN BOTTOM 1.5, HALF ONLY) R FULL LENGTH AND WIDTH TOP. DRAINFIELD TO CONTAIN -Y4" MIN. A TO 2" MAX. WASHED ROCK FILTER MATERIAL 1.0' DEEP. DOSING DRAINFIELD DETAIL SECTION "A - A" N.T.S. N.T.S. DRAINFIELD CALCULATIONS NOTE: SHOULD EXIST. SOIL PROFILE BE UNSUITABLE, CONTRACTOR SHALL REMOVE EXIST. FILL TO 42" BELOW DRAINFIELD MAXIMUM DAILY USE 350 PERSONS INVERT AND REPLACE WITH CLEAN, SUITABLE DRAINFIELD 350 x 10 GPD/PERSON 3,500 G.P.D. FLOW SAND PER DADE CO. H.R.S. CRITERIA. SAND TO BE 3,500 G.P.D. x 0.7SF/GAL 4-1,250 S.F. DRAINFIELD5 TESTED BY INDEPENDENT TESTING LAB FOR CONTENT AND UNIFORMITY. 48 HOURS BEFORE D/GG/NG BROWARD • PALM BEACH e INDIAN RIDER ST LUCIE • MAR77N COUIV77ES oats rots fRFE 1-8700-432-4770 SUNSH/NE STATE 1 CALL UNDERGROUND UT/LITIES NOTIFICA TION CENTER 0 DeRose& 51opey OONSULTING »•: w r, LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20189 eLTA DATE• OeRo W Bbpsy Job t 97034 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 ,&PER HRS 01 /11 /00 ®PER HRS 02/02/00 drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034-05 prof. no. 97034 drawing C-5 of 25 U M 0 0) 0)0 0 It0 to } N Q )z\ 0�0 6" D.I.P. WATER MAIN \ FIRE HYDRANT W/ FOUR GUARD POSTS 28.5' x 29.0' M.D.W.A.S.A. -►� 16.5' I •- UTILITY EASEMENT • ® 6' 2" WATER METER I I N (DOMESTIC) 2-2" RED. PRIES.B.F. PREVENTERS ir1 12.0' UTILITY EASEMENT 8" GATE VALVE 8 x 6 REDUCER 12" D.I.P. WATER MAIN -T- 12" WATER MAIN TO PASS OVER EXIST. 54 WATER MAIN \\ 30" MIN. -COVER --------------------------- --------------------------- -----------------------� 12%12" TAPPING SLEEVE AND TAP BY M.D.W.A.S.A.D. FORCES ONLY, SET UP AND SCHEDULED BY CONTRACTOR B.S.P. #1 WAT 1 10.0 8.0 6.0 4.0 2.0 0.0 ,-2.0 K Lft T Ln I- -- - ---R/W _ SIDEWALK _ ------------- ------- N 00 a--------------------------- --------------- --- ------------------------- - ----------------- PAVEMENT E.O.P.------------------------ 0 EXISTING 8" C.I. AND 12" D.I. WATER MAINS FOR ALIGN 3 10.0 8.0 6.0 4.0 2.0 0.0 -2.0 EXIST. 54" PRESTRESSED CONC, WATER MAIN -VERIFY LOCATION W/ M.D.W.A.S.A.D. EXIST. 8" C.I. WATER MAIN N ------ - --------------- EXIST. 12" D.I.P. WATER MAIN 10.0 8.0 6.0 4.0 2.0 0.0 -2.0 - - - R/W SCALE 1=20 0 1 10.0 8.0 6.0 4.0 2.0 0.0 -2.0 10.0 8.0 6.0 4.0 2.0 0.0 -2.0 STANDARD DETAIL STANDARD REQUIREMENTS WATER AND SEWER CONSTRUCTION 1. ALL MATERIALS AND LABOR UNDER THIS PROJECT SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE MIAMI-DADE WATER AND SEWER DEPARTMENT AND SHALL CONFORM TO THE STADARDS AND SPECIFICATIONS AVAILABLE AND ON FILE WITH THE DEPARTMENT. SUBMIT SHOP DRAWINGS FOR ALL MATERIALS. 2. COVER OVER WATER OR SEWER FORCE MAINS SHALL BE 4'-0" MIN. 3. ALL MAIN LINE VALVES SHALL BE INSTALLED COMPLETE WITH 10" RISER PIPES AND NO. 3 OR 53 VALVE BOXES. FIRE HYDRANTS AND SERVICE VALVES SHALL BE INSTALLED COMPLETE WITH 6" RISER PIPES AND NO. 2 VALVE BOXES. 4. ALL FORCE MAIN SERVICE CONNECTIONS INTO PRESSURE TRANSMISSION MAINS SHALL HAVE A SHUT OFF VALVE AND CHECK VALVE AT THE POINT OF ENTRY. 5. ALL GRAVITY SYSTEMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DEPARTMENT STANDARDS. 6. ALL WATER METERS WILL BE INSTALLED BY THE MIAMI-DADE WATER AND SEWER DEPARTMENT PROVIDING THE APPROPRIATE CHARGES HAVE BEEN PREPAID. 7. FIRE HYDRANT REQUIREMENTS (NUMBER AND LOCATION) SHALL BE AS REQUIRED BY DADE COUNTY FIRE DEPARTMENT OR THE APPROPRIATE FIRE AGENCY WITH INSTALLATION IN ACCORDANCE WITH DEPARTMENT STANDARDS. S. CONTRACTOR MUST CALL M-DWASD INSPECTION DIVISION TO ARRANGE FOR A PRECONSTRUCTION MEETING 48 HRS. PRIOR TO PROPOSED START OF CONSTRUCTION. CONTACT ONE CALL CENTER 48 HRS. PRIOR TO EXCAVATION. 9. DEPARTMENT PERSONNEL WILL INSPECT ALL FACILITIES APPROVED BY THIS DEPARTMENT. ALL OTHER REQUIREMENTS OF THE PERMITTING AGENCY SHALL BE IN ACCORDANCE WITH THEIR STANDARDS AND REQUIREMENTS, 10. WORK PERFORMED UNDER THIS PROJECT WILL NOT BE CONSIDERED AS COMPLETE UNTIL FINAL ACCEPTANCE OF THE SYSTEM BY THE DEPARTMENT AND UNTIL THE FOLLOWING DOCUMENTS ARE RECEIVED AND APPROVED BY THE DEPARTMENT. 1) EASEMENTS, IF REQUIRED 2) CONTRACTOR'S WAIVER AND RELEASE OF LIEN 3) ABSOLUTE BILL OF SALE 4) A. CONTRACTOR'S LETTER OF WARRANTY (I.E., LETTER AGREEMENT) B. DEVELOPER'S CONTRACT BOND (I.E., CONTRACT AGREEMENT) 5) "AS -BUILT" 4 MIL MYLAR 24" X 36" SHOWING SPECIFIC LOCATIONS, DEPTHS, ETC., OF ALL WATER FACILITIES AS LOCATED BY A LICENSED SURVEYOR, ALONG WITH PRINTS OF "AS -BUILT" WHICH HAVE BEEN SIGNED AND SEALED BY A REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE CONTACTOR. (NO. OF PRINTS: 3-FOR WATER, 4-FOR SEWER AND 5-FOR FORCE MAIN OR PUMP STATION PROJECTS) 6) H.R.S. LETTER OF RELEASE REQUIRED FOR ALL WATER PROJECTS. 11. ALL NEW CONNECTIONS FROM EXISTING DEPARTMENT MAINS TO BE MADE BY DEPARTMENT FORCES ONLY. THE CONTRACTOR TO EXCAVATE AT REQUIRED LOCATIONS, PROVIDE AND INSTALL MATERIAL WITH FITTINGS, PRIOR TO TAP. 12. AN APPROVED PAVING AND DRAINAGE PLAN MUST BE SUBMITTED TO MDWASD FOR ALL NEW SUBDIVISIONS PRIOR TO APPROVAL OF WATER AND SEWER PERMIT PLANS, UPON REQUEST. 13. UNLESS OTHERWISE SPECIFIED, ALL TAPS 20 INCHES AND SMALLER FOR CONNECTIONS TO EXISTING MAINS WITH A TAPPING SLEEVE AND TAPPING VALVE WILL BE PERFORMED BY DEPARTMENT FORCES. UNDER NO CIRCUMSTANCES WILL THE CONTRACTOR BE PERMITTED TO TAP EXISTING MAINS IN THE SIZE RANGE SPECIFIED ABOVE. 0 1 W I WI zl alol m W m ~ O N a0 10.0 8.0 6.0 4.0 2.0 0.0 -2.0 10.0 8.0 6.0 4.0 2.0 0.0 -2.0 1. AT THE COMPLETION OF ANY WATER AND SEWER JOB, THE CONTRACTOR SHALL SUBMIT. A. "AS -BUILT" MYLAR 24" X 36" (MIN. 4 MIL THICKNESS) FOR EACH PHASE. B. BLUE LINE (FROM MYLAR) WHICH HAS BEEN SIGNED AND SEALED BY REGISTERED SURVEYOR OR ENGINEER OF RECORD, AND ENDORSED BY THE CONTRACTOR. (QTY. OF PRINTS, AS REQUIRED BY THE DEPARTMENT.) 2. "AS -BUILT" FORMAT: A. 24" X 36" MYLAR IN INK ONLY. B. THE WORK "AS -BUILT" IN LARGE LETTERS. C. TITLE BLOCK WITH DEPARTMENT E.R. NUMBER AND PERTINENT INFORMATION. D. PREFERRED SCALE TO BE 1" = 40' HORIZONTALLY AND 1" = 4' VERTICALLY.* E. STREET NOMENCLATURE. F. SEPARATE WATER AND SEWER PROFILE. G. STATION MAIN STARTING WITH 0 + 00 AT PERMANENT REFERENCE POINT (I.E. 0, S, ETC.), AND TO RUN CONTINUOUSLY TO END OF MAIN AT END OF PIPE. H. EASEMENTS, IF ANY, TIED TO PERMANENT REFERENCE POINT. I. IDENTIFY ALL CONTROL LINES (I.E. BLDG. LINE, IP, R/W, ETC.). J. ALL "PROPOSED" INFORMATION TO BE REMOVED FROM MYLAR, LEAVING ONLY "AS -BUILT" INFORMATION REFLECTED IN DRAWINGS. 3. WATER "AS-BUILTS" MUST INCLUDE: A. PLAN SHOWING SIZE, MATERIAL AND OFFSET OF MAIN, DEFLECTIONS (IF ANY), STATION OF SERVICES, HYDRANTS AND FITTINGS AT THE MAINLINE (IF PERPENDICULAR TO IT), AND AT MAIN AND END OF SERVICE IF ANY OTHER ANGLE, AND DEFLECTION OF PIPE, IF ANY. B. PROFILE SHOWING TOP OF GROUND AND TOP OF PIPE ELEVATIONS AT EVERY 100' STATION AND AT ANY CHANGE IN GRADE (WITH CORRESPONDING STATION), SIZE AND MATERIAL OF PIPE AND REFERENCE TO PLAN. 4. SEWER "AS-BUILTS" MUST INCLUDE: A. PLAN SHOWING MANHOLE NUMBER, SIZE AND MATERIAL OF PIPE, DEFLECTION, IF ANY (FORCE MAIN ONLY), AND LOCATION OF LATERALS WITH REFERENCE TO MANHOLE. B. PROFILE SHOWING MANHOLE NUMBER (AS PER PLAN), RIM AND INVERT ELEVATIONS (IF MORE THAN ONE INVERT, LABEL NORTH, SOUTH, ETC.), AND STATION STARTING AT 0 + 00 AT DOWNSTREAM MANHOLE. 5. FORCE MAIN "AS-BUILTS": SAME AS WATER. * OTHER SCALES MAY BE PERMITTED, BUT MUST BE APPROVED BY THE DEPARTMENT PRIOR TO PREPARATION OF DRAWINGS. N N _N N W.X SITE WATER MAIN PROFILE O O 0 0 0 OI oI NI mi�I�IN� + + O N 3 0 0 0 0 0 0 N N N N Nl� 00 31SCAYNE BOULEVARD WATER MAIN PROFILEO BISCAYNE BOULEVARD WATER MAIN PROFILE 1 "=40' HORIZONTAL 1 "=40' HORIZONTAL 1 "=4' VERTICAL 1 "=4' VERTICAL CONTRACTOR SHALL VERFY ALL DETAILS FOR CONFORMANCE W/ NNAW DADE WATER AND SEWER AUTHORITY AND DADE COUNTY PUBLIC WORKS CURRENT PUBLICATIONS AND STANDARDS PRO ILE GRADE BO 12" D.I.F. WATER MAI VIE WA I L ` PI XIS B RIE 111 'HOP It D..P. A R MAIN I 61 g > w g 3 U Zw > w a' a 3 wlz a o W 0 v 3 ml tIowI �I ON uD D0 N D± x HN F Tr $ x a O.F N W N n W W (n W fni11 r. aD NN .N- 3 % W Cq $1�I gl al O aal O mINI� N O ml V}I,n ol�l' O + a to t0 O1a o 0 0 03 00 ±�.< :-+ s Nlap yl Nl N N OD Cn N N Inn.IVfl N 10.0 8.0 6.0 4.0 2.0 0.0 1 "=40' HORIZONTAL 1 "=4' VERTICAL 48 HOURS SEFORE DIGGING SROWARD • PALM BEACH e /NDIAN R/b£R ST LUCIE e MARAN COUIVAES rAU rat Ffiff 1-800-432-4770 SUNSHINE STATE 1 CALL UNDERGROUND UTILITIES NOT/F/CATION CENTER 'LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20189 STATE OF FLORIDA APR 0 5 2000 DATE. DeRoee end 810pey Job •- 87084 revision IOOX C.D.'S 10/29/9 PERMIT SET 11/19/99 ZhPER M.D.W.A.S.AD. 04/03/00 J a O) ® Z U W co co t�1 CO �> - W Z 0) 9 <CO Ot W 0z J 0000 �LLti A' 0 • 0:) < W - f- a CD LO OW ® 0) Z� o z a +� v aP i o 0 n. ® Z a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034-C6 proj. no. 97034 drawing ees 6 of 25 Q DECK NOTES 4.9 1. MAINTAIN 4' MINIMUM WIDTH OF UNOBSTRUCTED AREA AROUND POOL, x 3.7/ DIVING BOARDS/TOWERS, SLIDES, HANDRAILS, AND LADDERS. /3.7 2. SLOPE POOL DECK 2% MINIMUM TO 4% MAXIMUM AWAY FROM POOL TO DECK DRAINS OR DECK PERIMETER LANDSCAPING. LANDSCAPING RECEIVING DECK RUNOFF TO SLOPE .3% MINIMUM AWAY FROM 1 / 38 O 6 �0 POOL DECK. iY D o- / I 3. POOL DECK TO BE CONSTRUCTED OF IMPERVIOUS MATERIAL WITH � i / / SLIP RESISTANT FINISH. / 10, / 4. ALL SHOWERS SHALL BE PROVIDED WITH HOSE BIBS WITH VACUUM - - _ - BREAKEt3S FOR DECK GLEANING WITH POTABLE WATER (SUPPLIED I -- BY M.D.W.A.S.A.) / x 5. EACH BATHROOM SHALL HAVE A HOSE BIB AND VACUUM BREAKER Z, INSTALLED FOR EASE IN CLEANING (SEE BATHROOM PLUMBING DRAWINGS). I / / .x" / 6. BATHROOM DIRECTIONAL SIGNS AS LOCATED ON SHEET SP-1 SHALL I I BE POSTED BY ALL THREE POOLS WITH 1" MINIMUM BLACK LETTERS I x 5.7 ON WHITE BACKGROUND SHOWING THE DIRECTION TO THE BATHROOMS. Ix 4.5 I o THE SIGNS SHALL BE LEGIBLE FROM THE POOL DECK FROM ALL ANGLES OF THE POOL. 7. THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND NON -DIVING POOL WATER \ PROVIDE i5' SURFACE AREAS SHALL BE 7' MIN. I { \ \ L O .' MI ]LUMINA WA-ttR SURFA 1 \ I O i Q0()-, '� O P \ IIx 5.9 O ^G� x 5.0 � V I _ I x 5.4 ' +8.25 57 - I FINISHED FLOG I x 6.0 1 I 1 i I x 6.5 1 I I 1 ------� \---------- I \ ,I I � I I� I II I 1 I I I x 7,0 I i o I I 7.25 +S� I 1" GASx &8 � 7.3 .� to7.0 I Z I 7.0 I I I I I I I I I I II I I I I 5B I I I I i x 7.3 I III I i 28.5' x 29.0' II I M.D.W.A.S.A.D. 1 I UTILITY EASEMENT ----- 7# I - - - - - - -�r 7b--- O❑ ❑ 6.9 r- - I z I a I � FIRE • HYDRANT I ° I < I � a L__ I � WATER METERS I I I x 5.9 x 6.5 x 5.7 \� x 5.6 x5 \ \ r.'so TER ELEV. ' 35 5 RUN 3. 0 i c I u DECORATIVE SHOWER - f HEAD W/CHAIN OPERATED TURN ON MECHANISM FOR A.D.A. ACCESS +8. FI SH QO H.B. W/VACUUM BREAKER �@l. ERAL \� x \ F�F ° 5 7.75 „0 DRA o O Y `cp PROVIDE 15' CANDLES MIN. ILLUMINATION FOR 2 NOTE: WATER SURFACE AREA. / 0 \� ALL HOSE BIBS TO BE INSTALLED WITH VACUUM BREAKERS. / x 3 77 X 7 3 ALL FLOOR DRAINS TO BE RE -SEAL. x 6.2 /� 0� \\ L 4"0 PRECAST CONC. POLE 5'x5'x6" CONC. PAD W/1 LAYER 6x6 10/10 W.W.F. PLAN SCALE t4'=1'-0� -4"0 PRECAST CONC. POLE WITH TOP ELEV. ® +7.5' ABOVE DECK S.S. STRAPS (3 MIN.) 1" WATER SERV. 8"x8" CONC. THICKENED - EDGE W/1-#4 CONT a G $ .. 30" MIN. EMBED <a. s 36"Ox36" DEEP Q CONC. FOOTING < a. NO ADDITIONAL REINFORCING IS REQUIRED. SHOWER ELEVATION SHOWER DETAILS m :KAMIRIA M x 6.4 0� "p +7.92 it WATER ELEV. ® II KER ® O x 7.5 x 5.9 g8 !2" SAWCUTS 10 O.C. MAX. 0 �\ 7.2 y O` i DRAINAGE SWALE K PLAN SCALE 1=20 1, THE CONTRACTOR SHALL PROVIDE 4 PORTABLE LIFE GUARD STANDS AS MANUFACTURED BY KDI PARAGON MODEL 20401, 2. REFER TO SHEETS C-11, C-14 AND C-15 FOR ADDITIONAL POOL EQUIPMENT REQUIREMENTS, I.E. SHEPHERDS HOOKS, LIFE RINGS, LADDERS, ETC. 'LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20109 STATE OF FLORIDA APR 0 5 2000 DATE• Deflo and 81oM Job a. 97084 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 QPER HRS 12/21 /99 ® BLDG. DEPT. COMMENTS 01/04/2000 ®PER HRS 01 /11 /00 ®PER OWNER 02/02/00 ®PER M.D.W.A.S.A.D 04/03/00 W� 0 J mj U_ Q LL `V r M � 0W� IU6 Ir v+ W O m 0T I ♦♦iA Yi 9� a } Qo it J a o OZ U� CO > o W � ¢ 60 W 6 a000 I h (D J3MIL� {~, W U¢H=v A'CD o-Uao V/ z� • =4 p 0 < I ^ N LO J ZW Z� A� OOz 'jLO a. O z D. a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=40 date 09/07/99 Job no. 97034 cad no. 97034-C7 prof. no. 97034 drawing C-7 of 25 up Chemical NOTE: CHEMICAL CONTROLLERS TO BE INTERLOCKED Controller WITH POOL RECIRCULATION PUMP MOTORS To 110V Bil To Chlorinator Interlocked Power � NOTE: VANTAGE MODEL V-76C OZONATOR HAS A MAXIMUM CAPACITY OF To pH Feeder Heater 0.0685 MILIGRAMS/LITER<O.1 DETECTION LEVEL REQUIREMENTS. O Probe Cell From 1 H Ball Valve j Ball Valve Controller -> I IZ3 Strainer IZI Strainer rFlow FlometerFrom JFrom Chemical VenturL Chemical Venturi Controller Controller Ozone Pulsor II( o 0 Solenoid L r--__) Solenoid q;;;p Pool Recirculation LJ Pump To Waste TYPICAL FILTRATION PIPING SCHEMATIC A 8" FILTER BACKWASH A POOL DRAIN TO VILLAGE MIAMI SHORES BUILDING DEPARTMENT APPROVED DISPOSAL AREA. PROVIDE AIR GAP AND CATCH BASIN AT POINT OF DISCHARGE. HEATER NOTE: MATERIAL USED IN HEAT SHALL BE NON -TOXIC AND ACCEPTABLE FOR POTABLE WATER USE HEATERS TO HEAT 247,682.5 GALLONS @ 688 G.P.M. FLOW RATE 2 MODEL 1200-E 1,200,000 B.T.U. EACH BY TELEDYNE LAARS OR EQUAL QMAX. WATER TEMP.=104' 5'-0"xl5'-0"x6" THICK HOUSEKEEPING SLAB 10" B.F. VALVES IN PRECAST CONC. VAULT. MIN INSIDE DIM. SHALL BE 5'x3'-6" TOP OF SLAB=8.25 WATER ELEV.=7.42 WETWELL BOT.=(-)2.50 2,115 GALLONS PROVIDE 42" HIGH, 2 RAIL STAINLESS STEEL RAILING ALL AROUND WETWELL. 36" MIN. REMOVEABLE SECTION ON EAST SIDE TO BE INCLUDED FOR ACCESS. OWNER TO PROVIDE LADDER FOR ACCESS TO BOTTOM. LL Muriatic id Booster Pump Booster Pump Ac (Optional) Note: Omit ozone system at Note: Two pulsar II systems required competition pool for competition pool CHLORINE FEEDER NOTES: THE FEEDER IS CAPABLE OF FEEDING A DOSAGE OF 6 PPM TO THE MINIMUM REQUIRED TURNOVER RATE: COMPETITION POOL: 247,682.5 GAL. x 4 x 6 PPM x 8.33 LBS./GAL. & DIVIDED BY 1,000,000 = 49.52 LBS./DAY ACTIVITY POOL: 79,385 GAL. x 8 * x 6 PPM x 8.33 LBS./GAL. A DIVIDED BY 1,000,000 = 31.74 LBS./DAY * 79,385/441=180 1440/180=7.999 PULSAR III CHLORINE OUTPUT = 120 LBS./DAY F_)IME" 1 Er`E-NIF) ABOVE GROUND PIPE BELOW GROUND PIPE 79,385 GAL. ACTIVITY ® POOL. SEE SHEETS C-12 THRU C-14 FOR DETAILS BETWEEN VALVES AND VAULT WALLS Z 8'-0" x 4'-0" PRECAST CONIC. VAULT o (INSIDE DIMENSIONS) W/ 8" WALLS REINFORCED W/ #4®12" O.C. & NO w BOTTOM SLAB. ~ PROVIDE 8" THICK TOP SLAB W/ #5@6" O.C. AND PEDESTRIAN LOADING, ALUMINUM, DOUBLE DOOR HATCH COVER, U.S.FOUNDRY Oo ADP, 72x48 (OR ENGINEER APPROVED EQUAL), PROVIDE HASP AND LOCK. VALVE VAULT DETAIL 7.5'x18.0'x8.25' DEEP WETWELL A T/ M !l f 1 Ao_o M1a MAXIMUM OPEN AREA OF DRAIN o GRATE = 107 SQ.IN.& v z O p w Z � cr ®6-MAIN DRAIN ASSEMBLY Q 18"xl8" MIN. FOR 502 G.P.M. FLOW EACH o a- 10 a 0 O� O Q d 10" ACTIVITY RETUR00 N 3: 10" N 12" = 10» N ACTIVITY RETURN w d ch: JF PC55 COMPLETE (POLYCROCKJi W/LID) MURIATIC ACID CL25BC STENNER 85M STRANTROL SYSTEM 5 CSA CONTROLLER PULSAR III PS 5,000 FEEDER 0 BOOSTER PUMP 7.6 GRAM/HR. OZONE GENERATOR Z Z z CONTACT CHAMBER EPD 206 CID FULLY AUTOMATED PERMANENT a ¢ MEDIA SAND FILTER N N N SIGNET DIGITAL FLOW METER 6" B.F.F8" CAPABLE OF 733.5 G.P.M. 95 G.P.M. SELF PRIMING CENTRIGUGAL PUMP 6" B.F.F.W/ STRAINER �- 1,675 G.P.M. SELF PRIMING CENTRIGUGAL PUMP 9 W/ STRAINER 489 G.P.M. SELF PRIMING CENTRIGUGAL PUMP E>_12" B.F. VA. W/ STRAINER 10" B.F. VA. 10,098 GAL. WETWELL revision PERMIT SET 11/19/99 OPER HRS 12/21/99 &PER HRS 247,682.5 GAL. COMPETITION POOL 01/11/00 SEE SHEETS C-9 AND C-10 FOR DETAILS 2-MAIN DRAIN ASSEMBLIES 2'xl' MIN. FOR 344 G.P.M. FLOW EACH MAXIMUM OPEN AREA OF DRAIN GRATE = .55 S.F. We 0 JF PC55 COMPLETE (POLYCROCK W/ LID) MURIATIC ACID Z BC STENNER 85M Elf STRANTROL SYSTEM o J 5 CSA CONTROLLE J 2-PULSAR III PS CL2 ♦�♦�� FIXED THERMOMETER, PASCO V 5,Go 000 FEEDER SPECIALTIES #1445 CL2 MAX. WATER TEMP.=104" F. 8"x8" TEE, 2 8" B.F. VA'S. U. 2 MODEL 1200-E HEATER BY-PASS VALVES ( l ,200,000 B.T.U. EAC DESIGNED FOR FLOW 1 1, BY TELEDYNE LAARS PROPORTIONING 0 OR EQUAL 8"x8" TEE, 2 8" B.F. VA'S. Q EPD 308 CID FULLY 0 AUTOMATED PERMANENT c W MEDIA SAND FILTER 0 W/ AIR RELIEF VALVE & Q LI. 0 SIGNET DIGITAL -- FLOW METER COCAPABLE OF 1,032 G.P.M. CO 0 8" B.F. VA. 688 G.P.M. SELF -PRIMING PUMP STRAINER Uj 8" B.F. VALVE 10" B.F. VA. 10 " MAIN DRAIN 0 2,115 GAL. WETWELL T 10 " GUTTER DRAIN i 10" B.F. VA. COMPETION POOL ACTIVITY POOL PIPING SCHEMATIC Q - PIPING SCHEMATIC } OZONE GENERATOR NOTES 12' B.F VALVES 1 12' MAIN DRAIN Q 1. OZONE GENERATOR SHALL BE AS MANUFACTURED BY VANTAGE MODEL V-76C (OR ENGINEER APPROVED EQUAL) AND 8 AS SUPPLIED BY COMMERCIAL ENERGY SPECIALISTS, PHONE 1-800-940-1557 (OR ENGINEER APPROVED EQUAL). 12' MAIN DRAIN 2. 3. OZONE GENERATOR TO HAVE A CAPACITY OF 7.6 GRAMS PER HOUR. OZONE GENERATOR EQUIPMENT ELECTRICAL COMPONENTS AND WIRING SHALL COMPLY WITH THE REQUIREMENTS OF 12" MAIN DRAIN - ------------- ---------- POOL FILTRATION AND DISTRIBUTION THE NATIONAL ELECTRIC CODE AND THE MANUFACTURER SHALL PROVIDE A CERTIFICATE OF CONFORMANCE. 8' GUTTER DRAIN Q 4. THE PROCESS EQUIPMENT SHALL CONTAIN AN EFFECTIVE MEANS TO ALERT THE USER WHEN ANY COMPONENT OF THE 8" B.F. VA. - ------------ ---------- PIPE NOTES ® DETECTION OF 1 MGAL DETECTION DEVICE SHALL BE CAPABLE OF STOPPING SYSTEM IS MALFUNCTIONING, INCLUDING DETECTION1--- THE PRODUCTION OF OZONE, VENTING THE ROOM, AND SOUNDING THE ALARM ONCE OZONE IS DETECTED. Z Z Z I O 1. ALL BELOW GRADE WATER LINES 4" OR LARGER SHALL BE POLYVINYL CHLORIDE PIPE INSTALLED SDR 18, CLASS 150, WITH GASKET JOINTS IN ACCORDANCE WITH A.S.T.M. D2241 AND D1869 LATEST REVISIONS AND A.N.S.1. A. W.W.A. / 5. 6. OZONE GENERATING EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE NSF STANDARD // 50-1992. THE MAXIMUM N CONTACTCONCENTRATION HAL E 0.1 MI IGRAMS PER LITER. IF OZONE REMOVAL EQUIPMENT U OZONE C S L B L Q O H- O_ C900-89. PLASTIC PIPE SHALL HAVE THE NSF-pw SEAL OF APPROVAL AND BE U.V. PROTECTED. IS INCLUDED WITH THE GENERATOR THAN THE CONCENTRATION OF OZONE AFTER REMOVAL SHALL COMPLY WITH THE C) U H U U TO LEVEL_ 2. CONTROLLER---- ALL FITTINGS AND VALVES SHALL BE CLASS 150 CAST IRON WITH MECHANICAL JOINTS IN CONFORMANCE WITH A.N.S.I./A.W.W.A. C110/A21.10-87, C111/A21.11-90, C500-86, C104/A21.4-90, C502-85, C504-87, 7. REQUIREMENTS ABOVE. OZONE GENERATING EQUIPMENT SHALL COME EQUIPPED WITH A CHECK VALVE BETWEEN THE GENERATOR AND THE N - L- Or) CnC506-78 --2'=STATIC P-4 895 G.P.M. 3. (R83), C509-87. THE CONTRACTOR SHALL DEFLECT PIPE JOINTS AS REQUIRED FOR PROPER ALIGNMENT AS SHOWN ON PLANS, BUT SHALL B. INJECTION POINT. OZONE GENERATING EQUIPMENT SHALL COME EQUIPPED WITH AN AIR FLOW METER AND A VALVE TO CONTROL THE FLOW. NOT EXCEED 75% OF THE PIPE MANUFACTURER'S RECOMMENDATIONS ON MAXIMUM DEFLECTION. 9. OZONE GENERATING EQUIPMENT SHALL BE FURNISHED WITH DRAWINGS AND PARTS LISTS FOR EASY IDENTIFICATION OF t N Qp 25 H.P., 6O T.D.H. 4. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. REPLACEMENT PARTS AND SHALL INCLUDE THE MODEL NUMBER OF THE UNIT; INSTRUCTIONS FOR PROPER SIZE SELEC- P-3 1,675 G.P.M. 5. DURING CONSTRUCTION, THE CONTRACTOR IS REQUIRED TO HAVE A REGISTERED LAND SURVEYOR DEVELOP RECORD DRAWINGS TION AND INSTALLATION; OPERATING AND ,MAINTENANCE INSTRUCTIONS; COPY OF MANUFACTURERS WARRANTY; AND ANY AND ALL APPLICABLE SAFETY INSTRUCTIONS. OF ALL INSTALLATIONS AND UPON COMPLETION SAID DRAWINGS SHALL BE SUBMITTED TO THIS ENGINEER. RECORD IN INFORMATION TO BE PAID FOR BY THE CONTRACTOR. &10. FORCED VENTILATION SHALL BE INSTALLED AT THE EQUIPMENT ROOM FLOOR IN FOUR LOCATIONS. -- - -- 50 H.P., 80> T.D.H 6. ALL INSTALLATIONS SHALL BE CONSTRUCTED CONFORMANCE WITH THE STANDARDS THE DADS COUNTY PUBLIC A EOUIPMENT ROOM NOTES EL.=8.25 HEALTH UNIT AND CHAPTER 64E-9 OF THE STATE OF FLORIDA DEPARTMENT OF HEALTHTH AND REHABILITATIVE SERVICES, S THE 1999 EDITION OF THE SOUTH FLORIDA BUILDING CODE AND A.N.S.I./A.W.W.A. C600-87, LATEST REVISIONS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE 1. THE EQUIPMENT ROOM FLOOR SHALL BE CONSTRUCTED OF CONCRETE WITH A SMOOTH SLIP RESISTANT FINISH AND UNIFORMLY P-2 441 G.P.M. A PLANS. CONTRACTOR SHALL CALL BROWARD COUNTY UTILITIES DEPARTMENT, F.P.&L., S.B.T.&T., ALL UTILITIES SLOPED TO PREVENT STANDING WATER. �10 H.P., 60.5' T.D.H. IVOLVED CONSTRUCTION. RECORD DRAWNGS. BE TO THIS ENGINEER PRIOR 2 EQUIPMENT HAVE A FORCED GRAFT, OR ADEQUATE CROSS VENTILATION, AND POSITIVE FLOOR DRAINAGE SEEMECHANICAL DRAWINGS). 8. SIX COPIESOF SHOP DRAWINGS OF ALL MATERIALS BEING USEDSHALL SUBMITTED S INSTALLATION OR FABRICATION. 3. TWO ROLL UP DOORS ARE PROVIDED ON EACH END OF THE EQUIPMENT ROOM WITH A MINIMUM OPENING SIZE OF 3' a 6'. 8' 7' PLATEAU PUMP NOTES 4. THE EQUIPMENT ROOM IS EQUIPPED WITH THREE (MIN.) HOSE BIBS WITH VACUUM BREAKERS. x Q ELEV. +8.29 1. * PUMP OPERATING CONDITIONS -- PUMP 1 SHALL BE A VERTICAL, SELF -PRIMING SLAB MOUNTED CENTRIFUGAL PUMP MODEL 6E4PEL 5. 6. THE EQUIPMENT ROOM HAS A FIXED CEILING WITH A MINIMUM CLEAR HEIGHT OF 7'. THE EQUIPMENT M A LIGHTING THAT PROVIDES A MINIMUM 3 ' CANDLES OF ILLUMINATION AT FLOOR LEVEL SEE E TRI EN WIN HAS LG G H T 0 DES U 0 ES ELECTRICAL DRAWINGS). R>2 EPD MODEL 2O6CP 20 H.P. MOTORS, 208V 3 PHASE 60 CYCLES AS MANUFACTURED BY ITT MARLOW, CO. (OR EQUAL). PUMP SHALL BE CAPABLE OF DELIVERING 688 G.P.M. ®60.0 T.D.H. (MINIMUM). MAXIMUM SUCTION PIPE SIZE SHALL BE 8", MAXIMUM DISCHARGE, 6". ® 7. 1 A P AT FROM THE EQUIPMENT ALL CHEMICAL USED FOR POOL FILTRATION SHALL BE STORED UNDER ROOF N AN ARE SE ER E RO E * PUMP OPERATING CONDITIONS -- PUMP #2 SHALL BE A VERTICAL, SELF -PRIMING SLAB MOUNTED CENTRIFUGAL PUMP MODEL 4SPC10EC 8. ROOM, WHICH IS PROTECTED FROM ACCESS BY UNAUTHORIZED PERSONS. EQUIPMENT ROOMS FOR OZONE GENERATORS SHALL HAVE FORCED DRAFT VENTILATION WITH FAN CONTROL H.P. MOTORS, 208V 3 PHASE 60 CYCLES AS MANUFACTURED BY ITT MARLOW, CO. (OR EQUAL). PUMP SHALL BE CAPABLE SWITCH LOCATED OUTSIDE THE EQUIPMENT ROOM DOOR. ZI10 OF DELIVERING 489 G.P.M. 0 60.5 T.D.H. (MINIMUM). MAXIMUM SUCTION PIPE SIZE SHALL BE 6", MAXIMUM DISCHARGE, 4". 9, THE EXHAUST FAN INLET SHALL BE INSTALLED AT FLOOR LEVEL. ELECTRIC ROOM AUTOMATIC OZONE LEAK * PUMP OPERATING CONDITIONS -- PUMP #3 SHALL BE A VERTICAL, SELF -PRIMING SLAB MOUNTED CENTRIFUGAL PUMP MODEL 6E4PEL DETECTOR, ECO SENSOR 50 H.P. MOTORS, 208V 3 PHASE 60 CYCLES AS MANUFACTURED BY ITT MARLOW, CO. (OR EQUAL). PUMP SHALL BE CAPABLE G.P.M. ® 80 T.D.H. MAXIMUM SUCTION PIPE SIZE SHALL BE 12", MAXIMUM DISCHARGE, 10". &CHLORINE NOTES BOOSTER MODEL C30Z. OF DELIVERING 1,675 (MINIMUM). * PUMP OPERATING CONDITIONS -- PUMP #4 SHALL BE A VERTICAL, SELF -PRIMING SLAB MOUNTED CENTRIFUGAL PUMP MODEL 6E8PEL C-1INSTALLATION. PUMP 25 H.P. MOTORS, 208V 3 PHASE 60 CYCLES AS MANUFACTURED BY ITT MARLOW, CO. (OR EQUAL). PUMP SHALL BE CAPABLE 1. CHLORINE FEED SYSTEM SHALL BE PULSAR 111 100% COMPLETE OPERATNG SYSTEM AS SUPPLIED BY OLIN CORPORATION SENSOR SHALL BE CAPABLE OF DELIVERING 895 G.P.M. ® 65 T.D.H. (MINIMUM). MAXIMUM SUCTION PIPE SIZE SHALL BE 8". MAXIMUM DISCHARGE, 8". (OR HRS APPROVED EQUAL). THE PULSAR UNIT SHALL BE CAPABLE OF PRODUCING 120 LBS. OF CHLORINE PER DAY. • OZONE CONTRACTOR SHALL TEST THE PUMPS AS REQUIRED BY THE EQUIPMENT SUPPLIER AND NOTIFY THE ENGINEER 48 2. THE FEEDER FOR THE CHLORINE SHALL HAVE AN ADJUSTABLE FEED RATE FROM ZERO TO FULL RANGE AND MEETS THE OF ACTIVATING THE EXHAUST HOURS IN ADVANCE SO THAT HE IS PRESENT TO OBSERVE. CERTIFIED PUMP CURVES ARE REQUIRED PRIOR TO REQUIREMENTS OF NSF 50-1996. FAN AND ALARM (AUDIBLE 3. 4 THE FEEDER SHALL BE CAPABLE OF FEEDING A DOSAGE OF 6 PPM TO THE MINIMUM REQUIRED TURNOVER FLOW RATE. THE FEEDER SHALL BE ELECTRICALLY OPERATED AND SHALL INTERLOCK WITH THE POOL RECIRCULATION PUMP. GUTTER/ORAINS NOTES . AND VISUAL). 5. THE FEEDER SHALL BE CONTROLLED BY THE STRANTROL SYSTEM 5 CSA CONTROLLER. CONTACT A 1. THE MAIN DRAIN SYSTEM IS DESIGNED FOR 100% OF THE DESIGN RECIRCULATION RATE INCLUDING THE ADDITIONAL 2570 6. ALL EQUIPMENT IS AVAILABLE FROM COMMERCIAL ENERGY SPECIALISTS (CES), 1-800-940-1557, OR APPROVED EQUAL. DOTABLE CHLORINE CHAMBER 2. G.P.M. FLOW FOR THE WATER ACTIVITY EQUIPMENT. THE DESIGN OF THE RECIRCULATION FLOW FOR THE POOL IS 100% THROUGH THE GUTTER SYSTEM AND 100% THROUGH &CHEMICAL CONROLLER NOTES ------ ER ------------ CHLORINE FEEDS ----------- 3" POTABLE 3. THE MAIN DRAIN SYSTEM. THE MAIN DRAINS SHALL BE LOCATED TO PROVIDE EQUAL FLOW CAPACITY THROUGH EACH DRAIN. THEY SHALL BE 1. CHEMICAL CONTROLLER SHALL BE STRANTROL SYSTEM 5 CSA CONTROLLER AS SUPPLIED BY CES, OR APPROVED EQUAL. WATER LOCATED AT THE DEEPEST DEPTH OF THE POOL AND BE TAMPER PROOF. 2. CHLORINE FEED SYSTEM SHALL BE PULSAR III 100% COMPLETE OPERATING SYSTEM AS SUPPLIED BY OLIN CORPORATION 4. THE DESIGN OF THE GRATING SHALL BE THAT THE FLOW VELOCITY THROUGH THE OPEN AREA OF THE GRATE SHALL (OR HRS APPROVED EQUAL). THE PULSAR UNIT SHALL BE CAPABLE OF PRODUCING 120 LBS. OF CHLORINE PER DAY. ESTRANTROL SYSTEM 5 NOT FLOW RATE OF THE RECIRCULATION 3 H FEEDER SHALLCAPACITY. CHEMICAL MURIATICACID E BC ECONTAIN 5. MAIIN DRAINEXCEEDLNESF AND GUTTER LLIINEIGN S ARE DESIGNED FOR 3 MAXIMUMATTHE DESIGN FLOW RATE OF 688 G.P.M. FOR THE COMPETITION POOL AND 3,059 G.P.M. FOR THE ACTIVITY POOL MAIN DRAIN AND 489 G.P.M. GUTTER FLOW. 4. CONTAINERNTH CONTAINED JP POLYCROCK WITH LID, CLEARLYMARKING THE CONTENTS THE CROCK. REMOTE CONTROLLER STRANTROL WSE-RAK MODEL S-6950001K (OR EQUAL) LOCATED IN THE EQUIPMENT ROOM. 5. STRANTROL SYSTEM 5 FACE PLATE TO BE LOCATED IN ADMINISTRATION BUILDING HALLWAY ADJACENT TO THE MURIATIC NIGH RATE SAND FILTER SYSTEM EQUIPMENT ROOM FOR EASE IN EMPLOYEE MONITORING OF CHEMICAL BALANCE. PHONE JACKS TO BE PROVIDED ACID IN THIS SAME LOCATION FOR MODEM CONNECTION TO THE OWNERS SELECTED MAINTANANCE COMPANY. i. THE FILTRATION SYSTEM SHALL BE AS MANUFACTURED BY ENVIRONMENTAL PRODUCTS DIVISION, ALL TANKS, AND INTEGRAL PIPING AS SUPPLIED BY COMMERCIAL ENERGY SPECIALISTS, PHONE 1-800-940-1557 (OR ENGINEER APPROVED EQUAL). EL.=8.25 2. THE INFLUENT AND EFFLUENT LINES SHALL HAVE PRESSURE GUAGES WITH MINIMUM 2" FACE DIAMETERS AND SCALES 3. OF 0-60 P.S.I. AND A SIGHT GLASS IN THE BACKWASH LINE. THE PRESSURE FILTER TANKS SHALL HAVE AIR RELIEF VALVES. ACID FEEDER 01 4. THE VACUUM FILTER HAS A 2' MINIMUM DIAMETER VACUUM GLACE IN SUCTION LINE WITH 0-30" (MERCURY SCALE). 255 CFM FORCED VENTILATION 5. THE PIPING SYSTEM SHALL BE ARRANGED SUCH THAT PERMITS FILTERING TO POOL, FILTERING TO WASTE, BACKWASHING TO INDIVIDUAL FILTERS, COMPLETE DRAINAGE OF THE SYSTEM AND SET UP TO PROVIDE ADEQUATE 1 ®FLOOR LEVEL, 1® CEILING 6 Q . ROOM FOR MAINTENANCE PURPOSES. A FLOWMETER SHALL BE PROVIDED CAPABLE OF READING MINIMUM Yz TO 1�/z TIMES THE DESIGN FLOW RATE IN THE LEVEL (4 TOTAL) & RETURN LINE. LOCATION TO PROVIDE ADEQUATE CLEARANCES AND ACCESSIBILITY. 7. THE POOL WASTE LINE SHALL HAVE AN AIR GAP AT BOTH LOCATIONS, ON THE DISCHARGE SIDE OF THE PUMP AND THE '--------------------------------------- 6" RETURN LINE RECIRCULATION 8. DISCHARGE SIDE OF THE FILER SYSTEM. Q THE FILTERS SHALL BE SIZED SUCH THAT THE FILTRATION RATE DOES NOT EXCEED 15 G.P.M./S.F. OF FILTER AREA. D'jI NSF STANDARD 50-1992. I �IO�'�p G 9. 10" SHIPWRECK ISLAND RETURN Q10. SAND FILTERS SHALL MEET THE REQUIREMENTS FOR e// ALL CITY WATER REQUIRED FOR FILTER REDUCED PRESSURE ZONE BACKWASHING SHALL BE PROTECTED BY A REDUCED lVd�r er r� 1 --------------------------------------- PRESSURE ZONE BACKFLOW PREVENTOR. PRESSURE AMPLICATION SYSTEM: EPD MODEL #E2-0020-076 (OR EQUAL) AS SUPPLIED BY CES (OR EQUAL). ONSULTI CONSULTING ENONEER3. INC. R C. SMALL PLAY FEATURE RETURN LAND . CIVIL . EdvUIR IRONMENT. ELECTp AL. j��UECC_NAy�i --------------8" ,, 150 S. AN EyVE Avft7uE / I ADMINISTRATION, FILTRATION BLDG. EQUIPMENT LAYOUT 0 3/16"=V-0 1. THE CONTRACTOR SHALL SUPPLY A VACUUM SYSTEM COMPLETE WITH 105 S.F. STAINLESS STEEL CARTRIDGE - rn jOg�1 p{p 08� FILTER, 36" VACUUM HEAD, 50 FEET OF FLEX HOSE, 1 HP ELECTRIC DRIVEN PUMP MOTOR. ALL SKID MOUNTED 2. SSI ANSI 125PSI 12" CAST IRON STRAINER. WITH 5/32" PERFORATED STAINLESS STEEL BASKET. 3. FLOOR RETURN FITTINGS SHALL BE HAYWARD SP1425S PA".2" FIP FLOW ADJUSTABLE FLOOR RETURN FITTINGS WHITE ASS PLASTIC FINISH MOUNT FLUSH WITH FLOOR. 4. THE CONTRACTOR SHALL PROVIDE FOUR SHEPARDS HOOKS WITH ONE PIECE POLE EQUAL TO AQUALITY MODEL #RH1036. RENCE DeROSE, P.E. THE POLE SHALL BE A MINIMUM OF 16 FEET IN LENGTH. 5. THE CONTRACTOR SHALL PROVIDE SIX 20" DIAMETER LIFE SAVING RING EQUAL TO AQUALITY MODEL 23005. REGISTERED ENGINEER NO. 20169 A"Tg ey 76MDA DATE DeRoes and Gil Job ► 97034 J 4+ CL Q ccp CD �ti Z U W 1m•) t!1 it it z Ui o W Z . Nto00 Lr co 0 1 �thLL^ W U�I-W--Urn ? C�Q(j)MLO zN 0- 0) ZO Q a. 0 a� o O ° z a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034-C8 prof. no. 97034 drawing C-8 of 25 rn U COMPETITION POOL PIPING PLAN SCALE 1=10 1 8'-6" 7 7'-0' -4'- LANE LANES / ADA RAMP 1:12 MAX. .M. S. .M. .S. DO RPENDICULAR :R THAN 20' FHAN 5/a' ABOVE GES OR OTHER NCE DeROSE, P.E. ED ENGINEER NO. 20169 TE OF FLORIDA R 0 5 2000 DATE, a sropey Job • 97034 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 ,&PER HRS 12/21/99 ®PER HRS 01 /11 /2000 APER OWNER 02/02/00 W� �° LL �.� a � 0 o O ? UW M > O_ W N "a1OJn QM 1� Z j5 _I � CO 1L n mt F C9Z< N O °f OZ 0) ZZ J a ac 1iw' 0 V ILO W z D_ Q a J drawn by U.Mc. checked by T.K.Mc. scale 1=10 date 09/07/99 job no. 97034 cad no. 99034—C9 pros. no. 97034 drawing C-9 of 25 PER SLIP RESISTANT FINISH TAKE OFF LEVEL STEP STAINLESS STEEL TUBE DECK LEVEL, ,' NOTE PROVIDE SLIP RESISTANT COVER WATER HOLE IN DECK WHEN NOT IN USE LEVEL 0 WATER LEVEL SLIP RESISTANT FINISH Z!hTAKE OFF TYPICAL STARTING PLATFORMS PLATFORMS SHALL BE AS MANUFACTURED BY KDI PARAGON MODEL # 23214 (OR APPROVED EQUAL). 6" FIGURES 1" LETTERS 2" ARROW BA1 SEE A4200 CAP SLOPE GUTTER Ya PEER '-0 N '1 ?R„ t- 1'-4" 1'-2" DECK TO BE 4" THICK NON —SLIP FINISH, SLOPED 27. MIN., 47 MAX. AWAY FROM POOL DEPTH MARKER LOCATION 4Y2" GLAZED TILE Qj 94 0 12" O.C. 0 UJ Z 2 4 CONT. a a a 1#4 ® 48 LL TRANSVERSE o N o �3 4„ 1 #3 DOWEL ® 12" O.C. (X J 0., i0 Q OVERFLOW GUTTER LIP TO BE LEVEL ±Y4" '+ Q THE GUTTER UP SHALL BE TILED WITH A MINIMUM OF A 2" GLAZED TILE ON THE POOL WALL. T, 6 GUTTER DETAIL SCALE NONE Hose bibb with Vacuum Breaker Air Gap For Man. \ & Auto Fill Float Valve sNeo wDNR Level\ Float Valve \\ Box Adjustment Nut IEL Hydraulic Valve — 1" Ball Valve off 125' on Filter Tank —� Operating I Water �— Level Equalizer Line (To Pool) Auto & Manual Fill Detail nts MAKE UP WATER AS SUPPLIED BY MIAMI DADE WATER AND SEWER AUTHORITY. M, e e 3/4" CONDUIT TO 4" ° JUNCTION BOX. 2'-6" TO POOL WATER LEVEL #8 BOND WIRE FROM LIGHT NICHE CLAMPED TO REINF. • 3 # 3—EACH WAY STAINLESS STEEL LIGHT NICHE 4" o e a 2 #3 HOOPS 6' LIGHT NICHE DETAIL SCALE NONE WATER LEVEL #7 REBAR 2'-0" TO 2'-6" SHALLOW END 2'-6" TO 3'-0" 2" GUTTER UN DEEP END O CLEVIS HANGER 1Yz" RETURN LINE TYPICAL WALL PIPING DETAIL SCALE NONE Q SMOOTH FINISH SLIP RESISTANT MARCITE, LIGHT IN COLOR CONC, POOL BOTTOM HYDROSTATIC RELIEF VALVE IN BOTH DRAINS A POOL CROSS SECTION 4 GUTTER- SEE DETAIL THIS SHEET SHOTCRETE —� 6" THICK POOL — WALL W/ #4 09" O.C. VERT. AND #4®16" ## O.C. HORRII1Z�. !AY W/ 2#4 10" THICK POOL FLOOR W/ #4 ® 12" O.C. EA. WAY TYPICAL POOL REINFORCING a,. "•-a ,,,; RECALL ROPE TYPICAL LANE MARKING SCALE: N.T.S. LANE MARKER ANCHOR Er END WALL TARGETS NCAA TYPICAL ENDWALL TARGETS SCALE: N.T.S. MAIN OUTLET PERMANENT LADDER LOCATION 1 8'-6" 7 -4'-0" _ 7'-0"-4'-0" LANE LANES 7 —3'-0" V D' in N 25' ° 21 „ AD 1:1 o — ° 6 7'-0"° LANES 1 8'-6" t f —6.0' REM OVEABLE LADDER LOCATION 25 MTR. COMPETITION POOL 1=20 FALSE START RECALL ROPE FLOATING LANE MARKERS PER KDI PARAGON MODEL # 76105-1, COLOR BY OWNER, 2 STORAGE REELS , KDI PARAGON MODEL # 76107-1. LANE —4'-0" \ PERMANENT k RAMP 2 MAX. LADDER LOCATION REMOVEABLE STARTING DeRose C Slopey CONWLTM ENGINEERS, INC. PLANNINGMESAALHIL�CR STRUCTURAL ENVI • E• CNA AI U SO J 1 N. 8.A NUE /]y1C POMPANO A SSO/B )LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20169 STATE OF FLORIDA APR 0 5 2000 DATE• D•Ro" and Slop•y Job e- 97034 revision 100% c.o.'s 10/29/99 PERMIT SET 11/19/99 ZhPER HRS 12/21/99 ®PER HRS 01/11/00 WM< O U. � J � J V— U. V D MW rn w/ W 0 0 Z � _ v/ ee>_ } Z � V J Q CD 0 Z U W COO ¢ " G W Z D: co •¢0°o h 0 J3MIL� w W 0 W F- D z 0— z`Nmto Zo— an) Z O Z a v IL i a a z d J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034CIO prof. no. 97034 drawing C-10 of 25 HLAUL UUUbLL Utr' Irl NIHKr\C-m3 OF TILED BEAM FACING POOL AS WELL AS TOP OF COPING. a 1. ALL POOL CONCRETE AND/OR SHOTCRETE SHALL DEVELOP A MINIMUM S.S. LADDER (SR -SMITH 50-795S) 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P.S.I. PERMIT SET 11/19/99 ZhPER HRS 12/21/99 ,IsPER HRS 01 /11 /00 NON SLIP TILE GUTTER T/lD I1C rnDINIC ■■■.■■,..■��■■■.■■....,I■ ONE .■■■,,..■m�■■■■�flom ■��■M�■.■.■.. fidmi ME POOL WALL DEPTH MARKERS ON FACE OF GUTTER, SEE GUTTER DETAIL WHITE BACKGROUND ELEVATION nI I rmo nO A I1\I DEPTH INDICATOR DEPTH MARKER DETAIL SCALE:NOT TO SCALE NO ANIMALS ALLOWED IN POOL OR ON DECK. NO FOOD, DRINK OR GLASS ALLOWED IN POOL OR ON POOL DECK. 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD IS 138 PERSONS. POOL IS OPEN FROM DAWN TO DUSK. MAXIMUM POOL WATER TEMPERATURE SHALL NOT EXCEED 104 DEGREES (F). NO DIVING GENERAL SPECIFICATIONS 1. POST SIGN WITHIN CONFINES OF POOL AREA. 2. SIGN LETTERING SHALL CONTRAST WITH BACKGROUND COLOR. 3. SIGN LETTERS SHALL BE AT LEAST 1" HIGH. 4. LETTERS SPECIFYING NO DIVING SHALL BE AT LEAST 4" HIGH. r^ RULES SIGN DETAIL SCALE:NOT TO SCALE GENERAL NOTES 1. TOTAL POOL WATER SURFACE AREA = 7,049 S.F. m 2. TOTAL GALLONAGE = 247,682.5 GALLONS. 3. POOL TURN OVER RATE SHALL BE 6 HOUR MAXIMUM. 4. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF CHAPTER 64E-9, FLORIDA DEPARTMENT OF HEALTH. 5. RETURN INLETS SHALL BE DESIGNED FOR MANUAL DIRECTIONAL ADJUSTMENT. INLETS SHALL ARE DESIGNED FOR 15 G.P.M. MAXIMUM FLOW, 8 F.P.S. MAXIMUM VELOCITY, AND SHALL BE AS MANUFACTURED BY HAYWARD MODEL #SP1425S, (OR ENGINEER APPROVED EQUAL). INLETS SHALL NOT BE LOCATED MORE THAN 20' APART AND NO MORE THAN 10' FROM EDGE OF POOL. 6. POOL MAIN DRAINS SHALL BE CORROSION RESISTANT HIGH IMPACT PLASTIC GRATING AND FASTENED IN PLACE WITH CORROSION RESISTANT FLUSH MOUNTED LOCKING DEVICES. MAIN DRAINS ARE DESIGNED FOR 3 F.P.S. MAXIMUM VELOCITY AND 688 G.P.M. MINIMUM FLOW. r o DRAINS SHALL BE FIELD MANUFACTURED (OR ENGINEER APPROVED EQUAL) .DRAINS SHALL BE o A MINIMUM OF 24"x12" AND HAVE A MINIMUM OPEN AREA OF 157.5 SQ. INCHES (4 TIMES THE AREA OF THE RECEIVING DRAIN It 0 o� PIPE PER S.F.B.C. 5002.5 (A)(2)). 7. GUTTER DRAIN LINE SPACING SHALL NOT EXCEED 10'-0" CENTER TO CENTER SPACING MAXIMUM. GUTTERS ARE DESIGNED FOR 15.29 %w, G.P.M. MINIMUM FLOW AND 3 F.P.S. MAXIMUM VELOCITY. 4 Q 13. MAXIMUM BATHING LOAD SHALL BE BASED ON 592 G.P.M. FLOW x 1 BATHER PER 5 G.P.M. = 138 BATHERS. 26 OZONE 0 GENERATOR PRECAST CONC. 6' DIA. W/ 2,115 GAL. CAPACITY P7 COLLECTOR 1 TANK INCLUDES OVERFLOW PIPE, MAKE UP WATER FLOATS PIPE AND SAFETY RAILS TANK OVERFLOW KENLOCK FIBREGLASS STRAINER W/ STAINLESS STEEL 28 AND 1 BASKET, MODEL 1108, 8" DIAMETER LINIR STRAINER 29 FEATURE 0 PUMP POOL LEVEL 30 FEATURE 0 PUMP LEVEL ONE 31 FEATURE 0 PUMP LEVEL TWO WEDGE GUTTER PER PLAN POOL WALL PER PLAN WEDGE GROUNDING Sl.._.. LADDER DETAIL NO SCALE WEDGE ANCHOR 3. NO OVERHEAD ELECTRICAL WIRING SHALL BE PERMITTED WITHIN 10' OF POOL SLIP RESISTANT TREADS WATER EDGE. Q 4. ELECTRICAL TRANSFORMER BOXES OR JUNCTION BOXES BETWEEN POOL AND TRANSFORMERS SHALL BE LOCATED NOT LESS THAN 12" ABOVE TOP OF POOL COPING STONE. 5. ELECTRICAL CONTRACTOR OR ELECTRICIAN SHALL PROVIDE WRITTEN CERTIFICATION TO OWNER AND HEALTH DEPARTMENT THAT ALL ELECTRICAL WORK WAS COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 6. ALL BONDING AND GROUNDING SHALL BE IN ACCORDANCE WITH SEC. 680 3"-6" OF NATIONAL ELECTRIC CODE 1996 (OR LATEST) REVISION. 7. INTERIOR OF POOLS SHALL BE LIGHT PASTEL IN COLOR. 8. ALL POOL OPERATING VALVES SHALL BE ALPHABETICALLY OR NUMERICALLY TAGGED WITH THE APPROPRIATE OPERATING INSTRUCTIONS POSTED IN THE EQUIPMENT ROOM IN A PROTECTIVE COVER. 9. THE PREPARATION OR DISPURSEMENT OF FOOD SHALL NOT BE PERMITTED WITHIN 12'-0" OF POOL'S WATER EDGE. IN ADDITION, ANY FOOD OR DRINK SERVICE SHALL PROVIDE A PHYSICAL BARRIER AT OR BEYOND THE 12'-0" MIN. LIMIT. :rnrrrf; !F*Jm i IL DER IEON PLATE SOCKET PIPING AND HYDRAULICS LINE TYPE SIZE FLOW (GPM) VEL (FPS) RETURN LINE 8" 688.0 4.5 MAIN DRAIN LINE 10" 688.0 2.69 GUTTER LINE 10" 688.0 2.69 POOL DATA VOLUME: 247,682.5 GALLONS SURFACE AREA:. 7,049 SQUARE FEET PERIMETER: 364.50 UNIAL FEET RECIRC. RATE / S.F. FILTER AREA: 15 MAX. GPM TURNOVER RATE: 6 HOURS BATHING LOAD: 138 PEOPLE •e 10. POOL WASTE SHALL BE DISCHARGED THROUGH AN AIR GAP BEFORE FINAL DISPOSAL. DEPTH MARKER NOTES: PERMANENT TILE DEPTH MARKERS, 4" TALL OF A CONTRASTING COLOR SHALL BE PROVIDED AS INDICATED ON THE POOL BEAM DETAILS. MARKERS SHALL BE LOCATED NO MORE THAN 25'-0" APART AS MEASURED AT THE POOLS WATER EDGE. MARKERS SHALL BE PROVIDED AT THE POOL'S MINIMUM AND MAXIMUM DEPTHS AND AS PER THE THE PRECEDING REQUIREMENT. ALL DEPTH MARKERS SHALL INDICATE TRUE POOL DEPTH WHEN MEASURED THREE FEET INTO THE POOL. MARKER' AT DEEP END OF POOL MAY HAVE A TOLERANCE OF t 3 INCHES. ALL MARKERS IN DECK TO BE NON-SKID TILE. MARKERS SHALL INCLUDE DESIGNATION OF "FEET" AND/OR "INCHES" OR "FT" AND/OR "IN". "NO DIVING" MARKERS SHALL BE PROVIDED ON MAXIMUM 25 FOOT INTERVALS. AROUND THE POOL PERIMETER WITHIN 2 FEET OF THE POOL WATER EDGE. THE LETTERING SHALL BE 4" IN HEIGHT AND CONTRAST WITH THE BACKGROUND. THE UNIVERSAL NO DIVING MARKER IS A SATISFACTORY SUBSTITUTE. MARKERS SHALL BE CEREMIC, NON -GLAZED. POOL TOILET ROOM NOTES: 1. FLOORS SHALL BE IMPERVIOUS AND SLIP RESISTANT AND SLOPE 2" IN 10'-0" TO FLOOR DRAINS. 2. JUNCTION OF FLOOR AND WALLS SHALL BE COVED TO FACILITATE CLEANING. PUUL WA 'LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20189 STATE OF FLORIDA APR 0 5 2000 DATE• DeRoee and Wopey Job e- 97034 U D mW 0 CO) W 0 wo 0 I x�/� V/ s } ONE 0 ® V 2 W J w C- a Im z V W co CC �w > o W z • <000 rEco 0 1� Ue J W M \� W U¢H=v 3 C7 Z • O�<� w 0< z . MLoi ZV 0O JCO Z , a. v o Z a. ® 4 J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C11 prof. no. 97034 drawing C-11 of 25 revision 12.0' UTILITY EASEMENT FIRE HYDRANT I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I �I \ Gate FILTRATION NOTES ® 1. POOL TURNOVER FLOW RATE 441 G.P.M. ® 2. 40 2" GUTTER DRAINS ® 10' MAX. SPACING 11.03 G.P.M. 1.02 F.P.S. ® 3. 30 11h" RETURN INLETS ® 20' MAX. SPACING 14.70 G.P.M. 2.36 F.P.S. FLOOR INLETS SHALL BE SPACED NO MORE THAN 20' O.C. IN ALL DIRECTIONS AND 10' MAXIMUM FROM ADJACENT WALLS. MEAN IO ACTIVITY 6" P.V.C. SAN- 8" UTER DRAIN II ,„V j. II 6" II I II I� 6,. 11 Ri m m o®�o Co 5" 10, 8" RETURN \ � 70 SMALL P LAY FEATURES _ PLAN SCALE 1=1 0 m 5 / i ��J i/ , . �0 �OVA PA m 4 oo'F- � U � z > a � O of O p0 ml 0 Qf ~wo °o(nU HATCH COVER g"X YVV F 8" REDUCERS, 8" VA., 1" VALVE, 2Y2" VALVE m 4 4 m n 100% C.D.'S 10/20/99 PERMIT SET 11/19/99 OPER HRS 12/21/99 \ ®PER HRS 01/11/00 APER OWNER 02/02 00 APER M.D.W.A.S.A.D, / \ 04/03/00 / l F• \ \ 000�FN C319 ✓ >= < `ti J LL \\ \\ U 4 cc W 3 \\ \ �O WO cc 2 V2" \ O 1�ry 2Y2„ \ \ �_ f 2.. 2" < O 2V2 W 20' 10' 2" I o �ry 2Y2" I 1 v �. n U F O W 2., O Z U M CO W c w �? rm z s Q0LLn O o I w ' J3M w W � WW=,Nd, 2 DeRose SloPey zo : o Z 53 �QNm:z CONSLUM W s.: =U OJ. u; 0 LAND PL z E 2V2" Q IDad0 BAO.I POMP SEAC F 99089 W" 94 09 Q a a 2" GRATE ® 0 ENTRY G• LAWRENCE DeROSE, P.E. REWTERED ENG EER NO. 20189 STATE OF FLORIDA APR 0 5 2000 DATE- DeRm and BloM7 Job a• 07094 drawn by LJ.Mc. checked by T.K.Mc. scale 1=10 date 09/07/99 job no. 97034 cad no. 98034C12 proj. no. 97034 drawing C-12 of 25 EACH WAY GUTTER- SEE DETAIL POOL REINFORCING POOL SHELL SHALL BE 3500 PSI CONCRETE, 6" THICK, POURED OVER VAPOR BARRIER OVER 96% WELL COMPACTED, CLEAN FILL APOOL SHALL BE SLIP RESISTANT, SMOOTH FINISH Hose bibb with Vacuum Breaker Air Gap For Man. & Auto Fill Hydraulic Valve Float Valve Me Wm• Lam Float Valve �\ 3• 1" Ball Valve Box off 125" on Filter Tank Adjustment � Operating I Nut Water f level Equalizer Line (To Pool) Auto & Manual Fill Detail ns Al MAKE UP WATER AS SUPPLIED BY MIAMI DADE WATER AND SEWER AUTHORITY. 2x2 NON SLIP TILE 2" RADIUS 123/4" POOL DECK SLOPE 2%-4% DN. � \ 0 d 10" I 10" I 10" NON SLIP TILE ROLL OUT GUTTER POOL BEAM DEPTH MARKERS ON FACE OF BEAM, SEE GUTTER DETAIL x WHITE BACKGROUND WELL COMPACTED FILL 12' GRATE (GRATE TECH) MARCITE SURFACE FINISH /-WATER LVEL LIP OF GUTTER B.N. TILE FABRICATED I/4" THICK PVC MOUNTING FRAME AND GROUT PLACE DOUBLE DEPTH MARKERS OF TILED BEAM FACING POOL AS WELL AS TOP OF COPING. TOP OF BEAM UTTER DRAIN UNGLAZED CERAMIC TILE DEPTH MARKER. FEET AND INCH DESIGNATIONS IF ABBREVIATED SHALL READ "FT" AND "IN" RESPECTIVELY BLACK 4" HIGH NUMERICAL DEPTH INDICATOR NOTE: MAXIMUM SPACING BETWEEN ADJAQCENT DEPTH MARKERS SHALL NOT EXCEED 25'-0" ALL MARKERS SHALL BE ABOVE WATER LEVEL. 1 l DEPTH MARKER DETAIL If' iJ I SCALE:NOT TO SCALE 4" POOL DECK 1V / 4 1 Avco w. W. F. CONCRETE. 1 30 — EL.=-1'-6" 8" CONCRETE SUPPORT PLATFORM #4 ® 12" E.W. BOTTOM. 12x36 FTG. W/4#5 E.W. BOTTOM 13.33' 10.0' 20.0' ® ® 111110101111 z 1:40 1�30 MARCITE FINISH —1. 2Q- -10" EL.=-1'-6„ POOL CROSS SECTION Al POOL SLOPE SHALL NOT EXCEED 1 IN 10 ALL 12" CONCRETE WALL #4®12" E.W. WELL COMPACTED--' FILL — REFER TO STRUCTURAL DRAWINGS SHEET S-6 FOR COMPACTION REQUIREMENTS 00 z 2 SHIPWRECK STRUCT. DETAIL v1 SCALE:NOT TO SCALE PLACE TILE DEPTH MARKERS (4" HIGH) ON THIS TILE BAND DAL A3602—.., CAP TILE MARCITE SURFACE FINISH 4" MIN. TILE LINE LEVEL ALTERNAT GUTTER LIP) DAL 2"x2" NON SLIP CERAMIC TILE COLOR AND PATTERN TO BE SELECTED DAL 2"x2" NON SLIP 12" 12" CERAMIC TILE COLOR AND PATTERN TO BE SELECTED NON SLIP DECK SURFACE CO SEE ARCH'L DWGS. -1 o I GLAZED TILE DEPTH MARKERS NOTE: THE GUTTER SHALL BE MADE LEVEL AROUND THE POOL WITH AN ALLOWABLE TOLERANCE OF PLUS OR MINUS 1 /4". THE GUTTER PIPE SHALL ALSO BE INSTALLED LEVEL AROUND THE POOL PERIMETER BUT SHALL PITCH DOWNWARD TO THE COLLECTOR OR FILTER TANKS DEPENDING ON THE SYSTEM. DO NOT CREATE ANY UPWARD LOOPS IN THE PIPING BETWEEN THE POOL AND TANKS. ROLLOUT GUTTER DETAIL SCALE:3/4"=1'-O" POOL WATER LEVEL 6" CONCREl W/#4 ® 12" EACH WAY: COVER BOTH WATER LEVEL 4"• MIN THICK W/ 1 LAYER 6x6 10/10 POOL LAYOUT PLAN SCALE 1=10 IL 12" 12" 2-#4 BARS HORIZ. CONTINUOUS 6" CONCRETE SLAB #4 BARS ® 12" O.C. EACH WAY. ROLLOUT GUTTER BEAM DET. SCALE:3/4"=1'-O" LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 90M STATE OF FLORIDA APR 0 5 2000 DATE. DePo and Slopey Job e- W084 revision 100% C.D.'S 10/20/99 PERMIT SET 11/19/99 OPER HRS 12/21/99 ®PER HRS 01 /11 /00 A PER CONTRACTOR 04/03/00 a w Oo z V W can W-i of W cc W a z 03 — a: co •aloopJn I 5 w J�MIL� W V ¢F=a A, z • oMLU W L/ F M (9 10 z� 2W a � 0 ti _CO D. a O Al Z IL siK-- a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=40 date 09/07/99 job no. 97034 cad no. 98034C13 proj. no. 97034 drawing C-13 of 25 BUTTERFLY VALVE 1V2" 90' ELL 8"0142" REDUCER 11/2" TO LITTLE 8%8" CROSS, 8" SQUIRTS BUTTERFLY VALVE " TO RAIN 8" RETURN FROM DROP COMP. P-4 2V2" TO 8%2Y2" REDUCER LEMON DROPS 21/2" 90' ELL 21/2" BUTTERFLY VALVE 8'-0" x 5'-0" PRECAST CONC. VAULT (INSIDE DIMENSIONS) W/ 8" WALLS REINFORCED W/ #4012" O.C. & NO BOTTOM SLAB. PROVIDE 8" THICK TOP SLAB W/ #5®6" O.C. AND PEDESTRIAN LOADING, ALUMINUM, DOUBLE DOOR HATCH COVER, U.S.FOUNDRY ADP, 72x48 (OR ENGINEER APPROVED EQUAL). PROVIDE HASP AND LOCK. QC 9F" 6" FIGURES 1" LETTERS 2" ARROW BATHROOM DIRECTIONAL SIGN DETAIL SEE POOL RULES SIGN DETAIL FOR SPECIFICATIONS. N.T.S. 2'-0 11 POOL RULES 1. NO ANIMALS ALLOWED IN POOL OR ON DECK. 2. NO FOOD, DRINK OR GLASS ALLOWED IN POOL POOL DECK 3. SHOWER BEFORE ENTERING POOL. 8 4. BATHING LOAD IS 88 PERSONS. 5. POOL IS OPEN FROM DAWN TO DUSK. 6. NO DIVING N GENERAL SPECIFICATIONS 1. POST SIGN WITHIN CONFINES OF POOL AREA. 2. SIGN LETTERING SHALL CONTRAST WITH BACKGROUND COLOR. 3. SIGN LETTERS SHALL BE AT LEAST 1" HIGH. 4. LETTERS SPECIFYING NO DIVING SHALL BE AT LEAST 4" HIGH RULES SIGN DETAIL SCALE:NOT TO SCALE C1 4 o m FAI RIM L GENERAL NOTES ® 1. TOTAL POOL WATER SURFACE AREA = 9,118 S.F. (9,799 S.F. LESS 681 S.F. PEDESTAL). 2. TOTAL GALLONAGE = 79,385 GALLONS. 3. POOL TURN OVER RATE SHALL BE 3 HOUR MAXIMUM. 4. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF CHAPTER 64E-9, FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE 0 SERVICES. 5. RETURN INLETS SHALL BE DESIGNED FOR MANUAL DIRECTIONAL ADJUSTMENT. INLETS SHALL ARE DESIGNED FOR 15 G.P.M. MAXIMUM FLOW, 8 F.P.S. MAXIMUM VELOCITY, AND SHALL BE AS MANUFACTURED BY HAYWARD MODEL #SP1425S, (OR ENGINEER APPROVED EQUAL). INLETS SHALL NOT BE LOCATED MORE THAN 20' APART AND NO MORE THAN 10' FROM EDGE OF POOL. ® 6. POOL MAIN DRAINS SHALL BE CORROSION RESISTANT HIGH IMPACT PLASTIC GRATING AND FASTENED IN PLACE WITH CORROSION RESISTANT v FLUSH MOUNTED LOCKING DEVICES. MAIN DRAINS ARE DESIGNED FOR 1.5 F.P.S. MAXIMUM VELOCITY AND 1.5,011 G.P.M. MINIMUM FLOW. 5 DRAINS SHALL BE FIELD MANUFACTURED (OR ENGINEER APPROVED EQUAL) . DRAINS SHALL BE A MINIMUM OF 18"x18" AND HAVE A MINIMUM OPEN AREA OF 644 (TOTAL) SQ. INCHES (4 TIMES THE AREA OF THE RECEIVING DRAIN m o PIPE PER S.F.B.C. 5002.5 (A)(2)). rn o ® 7. GUTTER DRAIN LINE SPACING SHALL NOT EXCEED 10'-0" CENTER TO CENTER SPACING MAXIMUM. GUTTERS ARE DESIGNED FOR 11.92 o G.P.M. MINIMUM FLOW AND 3 F.P.S. MAXIMUM VELOCITY. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR APPROVAL OF CONTINUOUS } o^ GUTTER . TO BE MANUFACTURED OF NON -CORROSIVE METAL OR HIGH STRENGTH PLASTIC AND SHALL HAVE TAMPER 0 PROOF FLUSH MOUNTED LOCKING DEVICES TO PREVENT VANDALISM OR EASY REMOVAL. ALL EDGES SHALL BE SMOOTH FINISHED W/ SLOTS %w� NO GREATER THAN 1/4" FOR SAFETY CONSIDERATIONS. 6 o 8. MAXIMUM BATHING LOAD SHALL BE BASED ON 441 G.P.M. FLOW x 1 BATHER PER 5 G.P.M. = 88 BATHERS. MARK ITEM QTY. DESCRIPTION FIELD FABRICATED 1.5'x1.5' HIGH IMPACT PLASTIC GRATE MAIN DRAIN 6 ASSEMBLY, 107 MINIMUM SQ. IN. OPEN AREA. ASSEMBLY SECURE W/ TAMPERPROOF SCREWS WALL 0 RETURN FITTINGS HAYWARD SP1425S IIAN2" FIP FLOW ADJUSTABLE FLOOR 30 FLOOR RETURN FITTINGS WHITE ABS PLASTIC FINISH RETURN MOUNT FLUSH WITH FLOOR FITTINGS HAYWARD SCUM GUTTER DRAIN FTG AND GRATE, 2" ❑4 GUTTER 40 SKT x 2" FIP, WHITE ABS PLASTIC MODEL SP-1019 DRAINS HAYWARD GRATE END FTG FOR EQUALIZER/MAKE-UP EQUALIZER 1 WATER LINE. FTG TO BE INSTALLED 12" BELOW POOL FITTING WATER LEVEL, MODEL SP-1019, 2" g POOL 0 NO UNDERWATER LIGHTS DUE TO DEPTH LIGHTS MINIMUM 15 FOOT CANDLES AT WATER SURFACE SEE ELECTRICAL DRAWINGS. ❑j TRANSFORMER 0 BOX ❑g JUNCTION 0 Box ❑g LADDER 0 t0 HANDRAIL 5 KDI PARAGON, FIGURE FOUR 11 ANCHOR 0 SOCKET 12 ESCUTCHEON 0 13 LIFE RING 2 LIFE RING, AQUATIC MODEL #23005, 20" DIAMETER. PLASTIC RING WITH Y4"Ox40' LONG SAFTY LINE 14 LIFE HOOK 2 SHEPHERD TYPE LIFE HOOK, END ANCHORED TO A 16' ALUMINUM TELESCOPING HANDLE. AQUATIC MODEL # RH1038 15 G 2 AQUATIC MODEL # AH250 HOLDER PORTABLE TYPE W/105 S.F. STAINLESS STEEL 16 VACUM 1 CARTIDGE FILTER, 36" VACUM HEAD, 35' OF 2" FLEX CLEANER HOSE, 1 HP. ELECTRIC DRIVEN PUMP MOTOR ALL SKID MOUNTED. TAYLOR TEST KIT MODEL # 2000-5DUPLEX CAPABLE 17 TEST KIT 1 OF MEETING ALL CHEMICAL TESTS SPECIFIED BY THE FLORIDA ADMINISTRATIVE CODE IN CHAPTER 1OD-5. 1g PRESSURE GAUGES 2 INTEGRAL 4" DIAMETER FACE INCLUDED WITH EDP 0-125 PSI ITT MARLOW, 10 H.P., MODEL 4SPC10EC, 1750 RPM 1g FILTER 1 SELF -PRIMING PUMP, 441 GPM 0 60.5 T.D.H., TRIM TO MAX. PUMP. H.P. PUMP TO INCLUDE ITT MARLOW CAST IRON IMPELLER, CAST IRON STRAINER (6" DIAMETER) WITH S/S BASKET EPD 206CP (2) TANKS, 6" PIPING, FILTERS ARE HORIZONTAL HI 20 FILTER UNIT 1 RATE SAND WITH COMPUTER MICROPROCESSOR PANEL, WATER PRESSURE BOOST PUMP TO BE INCLUDED 16.5 SQUARE FEET EACH, 33SQUARE FEET TOTAL 21 P1 FLOWMETER i SIGNET ELECTRONIC FLOWMETER INTERFACE WITH 24 VOLT MICROPROCESSOR PANEL LOCATED ON EPD 1500 GPM DIGITAL NUMERICAL READOUT INCLUDED WITH EPD 22 CL2 FEEDER i PULSAR III PS 5000 FEEDER INCLUDING N' BOOSTER PUMP BM 71528 P3 PH FEEDER 1 BC STENNER 85M 85 GPD CHEMICAL FEEDER STRANTROL SYSTEM 5 WITH DVTI/0 PORT & REMOTE ANNUCIATOR 24 CHEMICAL 1 INSTALLED IN POOL MANAGERS OFFICE. PROVIDE AND INSTALL ALL CONTROLLER CABLE, CONDUIT, FITTINGS, AND HARDWARE FOR INSTALLATION PER MFRS. DETAILS (C.E.S, INC. JUPITER, FLORIDA) 25 CHEMICAL 1 55 GALLON POLY -CROCK WITH LID MURIATIC ACID FOR PH STORAGE CONTAINER 28 OZONE i GA 076C 7.6 GRAM/HOUR CD OZONE GENERATOR WITH BOOSTER PUMP GENERATOR AND 0.065 CONTACT CONCENTRATION 27 COLLECTOR 1 POURED CONC. W/ 8,000 GAL. CAPACITY TANK INCLUDES OVERFLOW PIPE, MAKE UP WATER FLOATS TANK OVERFLOW PIPE AND SAFETY RAILS SSI ANSI 65 PSI 6" CAST IRON STRAINER WITH 2g HAIR AND 1 5/32" PERFORATED STAINLESS STEEL BASKET LINT STRAINER INCLUDED WITH MARLOWE 4SPCIOEC ITT MARLOW, 50 H.P., MODEL 6E4PEL, 1750 RPM 29 FEATURE 1 SELF -PRIMING PUMP, 1,675 GPM 0 80 T.D.H., TRIM TO MAX. PUMP H.P. PUMP TO INCLUDE ITT MARLOW CAST IRON IMPELLER, FIBERGLASS STRAINER (12" DIAMETER) WITH S/S BASKET (KENLOCH MODEL KF-1112) ITT MARLOW, 25 H.P., MODEL 6E8PEL, 1750 RPM 30 FEATURE 1 SELF -PRIMING PUMP, 895 GPM 0 65.0 T.D.H., TRIM TO MAX. PUMP N.P. PUMP TO INCLUDE ITT MARLOW CAST IRON IMPELLER, FIBERGLASS STRAINER (10" DIAMETER) WITH S/S BASKET (KENLOCH MODEL KF-1110) OZONE ECO SENSOR MODEL C30Z 31 DETECTION 1 SENSITIVE TO 1 MG/L, CAPABLE OF ACTIVATING THE FAN EXHAUST AND ACTIVATING AN AUDIBLE AND VISUAL ALARM. STAINLESS STEEL HANDRAIL S-3" 9" ESCUTCHEON ///T PLATE 6" CUR 4 #8 BOND WIRE FROM WEDGE ANCHOR CLAMPED TO REINF. WEDGE ANCHOR 18" 2'-2" HANDRAIL DETAIL SCALE : NONE L Millowl rig r161IJ11W1Re��_._.--. FROM EQUIPMEN 1 NA 1 WEDGE ANCHOR GENERAL NOTES: 1. ALL POOL CONCRETE AND/OR SHOTCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P.S.I. 3. NO OVERHEAD ELECTRICAL WIRING SHALL BE PERMITTED WITHIN 10' OF POOL WATER EDGE. 4. ELECTRICAL TRANSFORMER BOXES OR JUNCTION BOXES BETWEEN POOL AND TRANSFORMERS SHALL BE LOCATED NOT LESS THAN 12" ABOVE TOP OF POOL COPING STONE. 5. ELECTRICAL CONTRACTOR OR ELECTRICIAN SHALL PROVIDE WRITTEN CERTIFICATION TO OWNER AND HEALTH DEPARTMENT THAT ALL ELECTRICAL WORK WAS COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 6. ALL BONDING AND GROUNDING SHALL BE IN ACCORDANCE WITH SEC. 680 OF NATIONAL ELECTRIC CODE 1996 (OR LATEST) REVISION. 7. INTERIOR OF POOLS SHALL BE LIGHT PASTEL IN COLOR. 8. ALL POOL OPERATING VALVES SHALL BE ALPHABETICALLY OR NUMERICALLY TAGGED WITH THE APPROPRIATE OPERATING INSTRUCTIONS POSTED IN THE EQUIPMENT ROOM IN A PROTECTIVE COVER. 9. THE PREPARATION OR DISPURSEMENT OF FOOD SHALL NOT BE PERMITTED WITHIN 12'-0" OF POOL'S WATER EDGE. IN ADDITION, ANY FOOD OR DRINK SERVICE SHALL PROVIDE A PHYSICAL BARRIER AT OR BEYOND THE 12'-0" MIN. LIMIT. 10. POOL WASTE SHALL BE DISCHARGED THROUGH AN AIR GAP BEFORE FINAL DISPOSAL. DEPTH MARKER NOTES: PERMANANT TILE DEPTH MARKERS, 4" TALL OF A CONTRASTING COLOR SHALL BE PROVIDED AS INDICATED ON THE POOL BEAM DETAILS. MARKERS SHALL BE LOCATED NO MORE THAN 25'-0" APART AS MEASURED AT THE POOLS WATER EDGE. MARKERS SHALL BE PROVIDED AT THE POOL'S MINIMUM AND MAXIMUM DEPTHS AND AS PER THE THE PRECEDING REQUIREMENT. ALL DEPTH MARKERS SHALL INDICATE TRUE POOL DEPTH WHEN MEASURED THREE FEET INTO THE POOL. MARKER AT DEEP END OF POOL MAY HAVE A TOLERANCE OF t 3 INCHES. ALL MARKERS IN DECK TO BE NON-SKID TILE. MARKERS SHALL INCLUDE DESIGNATION OF "FEET" AND/OR "INCHES" OR "FT" AND/OR "IN". JL "NO DIVING" MARKERS SHALL BE PROVIDED ON MAXIMUM 25 FOOT INTERVALS. DER AROUND THE POOL PERIMETER WITHIN 2 FEET OF THE POOL WATER EDGE. THE LETTERING SHALL BE 4" IN HEIGHT AND CONTRAST WITH THE ---- --------BACKGROUND..THE UNIVERSAL NO DIVING MARKER IS A SAT�F QQ Y SUBSTITUTE. MARKERS SHALL BE CEREMIC, NON -GLAZED. HEON PLATE POOL TOILET ROOM NOTES: 1. FLOORS SHALL BE IMPERVIOUS AND SLIP RESISTANT AND SLOPE 2" IN 10'-0" TO FLOOR DRAINS. 2. JUNCTION OF FLOOR AND WALLS SHALL BE COVED TO FACILITATE CLEANING. SOCKET on• n I AIR GAP DETAIL NO SCALE PIPING AND HYDRAULICS LINE TYPE SIZE FLOW (GPM) VEL (FPS) RETURN LINE 6" 441.0 5.10 MAIN DRAIN LINE 3-12" 3,011.0 2:85 GUTTER LINE 8" 441.0 2.92 POOL DATA' VOLUME: 79,385 GALLONS SURFACE AREA: 9,118 SQUARE FEET PERIMETER: 387.00 LINIAL FEE RECIRC. RATE / S.F. FILTER AREA: 15 MAX. GPM TURNOVER RATE: 3 HOURS BATHING LOAD: 88 PEOPLE 0 DeRose G 51opey C,PNWL.rw. ENmEERS. NC: LAND NMNG • CIVIL • 8TN 7TTUULIIAL ENWTA •ELECTRICAL 8. ANDREWS A E surtE ssa O BEACH, FL S 08B rota oaz-n LAWRENCE DeROSE, P.E. REGISTEREDATE ENGINEER NO. 20109 edPR 0 FLORIDA000 DATE. 08Ro and! 91opoy Job •- 97034 revision 100% c.o.'s 10/29/99 PERMIT SET 11/19/99 OPER HRS 12/21/99 .\PER HRS 01 /11 /00 W0 0 LL a U a L U a D cc d 0 a W6 Y/ W O m co 0 } Z a i w J w 4 Ir o O 2 U W m . A y' 2 1- W > 0 W 0) <000 rx 07 Z 1� 5 J 0) LL w W UccE0 0 .0=)< H C7< Mw V1 Z0 O ZO Q v a' i o O a z 4 J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C14 prof. no. 97034 drawing C-14 of 25 r POOL _I DATA VOLUME: 1,597 GALLONS SURFACE AREA: 100 SQUARE FEET PERIMETER: 35.45 LINIAL FEET RECIRC. RATE: 15 MAX. GPM TURNOVER RATE: 0.5 HOURS BATHING LOAD: 10 PEOPLE PIPING AND HYDRAULICS LINE TYPE SIZE FLOW (GPM) VEL (FPS) RETURN LINE 2" 50.0 5.11 SPA JETS 21/2" 120.0 6.84 MAIN DRAIN LINE 6" 173.0 1.92 GUTTER LINE 2" 32 (60%) 3.06 I 1'-6'• TO POOL WATER LEVEL t• e 3/4" CONDUIT TO JUNCTION BOX. 4^ #8 BOND WIRE FROM LIGHT NICHE CLAMPED TO REINF. • 3 # 3-LF EACH WAY STAINLESS STEEL LIGHT NICHE 4" 2 #3 HOOPS L6.� LIGHT NICHE DETAIL SCALE NONE ►y.% 6" FIGURES 1" LETTERS 2" ARROW �� TILE as - - GO 4„ / COPING LIP 51" 1'-51" COLD JOINT 4 2 104A t o O 0 WATER LEVEL d <t z a a a O � a a TO PUMP a I I ;° \2- EQUALIZER LINE N SPRING -LOADED Al CHECK VALVE BATHROOM DI AL SIGN DETAIL SEE POOL RULES SIGN DETAIL FOR SPECIFICATIONS. Al 1' x 1' MAIN DRAIN - ASSEMBLY DESIGNED ® FOR 173 GPM FLOW 9,-n" POOL RULES 1. NO ANIMALS ALLOWED IN POOL OR ON DECK. 2. NO FOOD, DRINK OR GLASS ALLOWED IN POOL OR ON POOL DECK 3. SHOWER BEFORE ENTERING POOL. 4. BATHING LOAD IS 10 PERSONS. 5. POOL IS OPEN FROM DAWN TO DUSK. 6. MAXIMUM POOL WATER TEMPERATURE SHALL NOT EXCEED 104 DEGREES (F). 7. CHILDREN UNDER 12 MUST HAVE ADULT SUPRIVISION. 8. PREGNANT WOMEN, SMALL CHILDREN, PEOPLE WITH HEALTH PROBLEMS AND PEOPLE USING ALCOHOL, NARCOTICS, OR OTHER DRUGS THAT CAUSE DROWSINESS SHOULD NOT USE SPA POOLS WITHOUT FIRST CONSULTING A DOCTOR. 9. MAXIMUM USE IS 15 MINUTES. GENERAL SPECIFICATIONS 1. POST SIGN WITHIN CONFINES OF POOL AREA. 2. SIGN LETTERING SHALL CONTRAST WITH BACKGROUND COLOR. 3. SIGN LETTERS SHALL BE AT LEAST 1" HIGH. RULES SIGN DETAIL yal� SCALE:NOT TO SCALE A ,597 GALLON SPA POOL 4" FILTER BACKWASH AND POOL DRAIN. PROVIDE 90' UPTURNED ELL ® VILLAGE OF 68 SQ. N. OPEN AREA (37 SQ. IN, MIN. FOR 1. I MIAMI SHORES BLDG. DEPT. MAX. F.P.S. FLOW) I APPROVED DISPOSAL AREA �%% z TO 24" ABOVE GRADE AND WI TURN DOWN FOR 6" MIN. SKIMMER �1 AIR GAP. � NI 30 GAL. POLYCROCK W LID aFOR MURIATIC ACID I STRANTROL zij ZIm SYSTEM 5 ORP PH TEMP CONTROLLER hl Cn w W/ DATA LOG, INTERACTIVE MICROCO- zI 04 w W > PROCESSOR, WATER BALANCE, BACKLIT �l �10 0 1 w > DISPLAY, WSRAK, DATA BOARD AND of wl< wI = NEMA 4 ENCLOSURE, SET POINT AND zl:21 w �1: ` READOUT IN MILIVOLT SCALE a � > Q � m THERMOMETER �) uI _J CL 30 GAL. POLYCROCK W/ LID Q �I FOR CHLORINE nlNlo > �l 175 GAS HEATER L - - - m NI TELEDYNE/LLG-175N --------------------j o > I I BAKER -HYDRO 30" DUAL � I i 4" B.F. LATERAL FILTER W/ AUTOMATIC 6 B.F. VALVE- � L� c� VA. BACKWASH AND AIR �ml �\ \ a I RELIEF VALVE. ® F-150 COLLECTOR TANK \`V `1 J BLUE WHITE DIGITAL FLOW METER WATER ELEV.=7.42 j 40 TO 150 G.P.M. MANUFACTURED BY COM-PAC\ \ FILT. INC., (OR EQUAL) \ l P-6 120 G.P.M ® 35' T.D.H. 2" SUCTION-i/ \ 1.5 H.P. STA-RITE P4RA6GL HAIR 1A'%D .P. STA-RITE P2RSEL LINT STRAINER SPA POOL PIPING SCHEMATIC SKIMMER DETAIL FILTRATION NOTES 0 C15SCALE:3/4"=1'-O" 1. POOL TURNOVER FLOW RATE 53 G.P.M. SKIMMER SHALL BE AS MANUFACTURED BY HAYWARD 2 1SKIMMER MODEL # SP-1070-2, NSF 50-1996 1 6" MAIN DRAIN 1.92 F.P.S. (38.5 SQ. INCH OPEN AREA) 1.38 F.P.S. GENERAL NOTES 3. 4 1" RETURN INLETS 4.50 F.P.S. 0 20' MAX. SPACING 13,25 G.P.M. WALL RETURN INLETS SHALL BE DIRECTIONALLY Air Gap For Man. 1, TOTAL POOL WATER SURFACE AREA = 100 S.F. ADJUSTABLE AND SHALL NOT PROTRUDE INTO & Auto Fill 2. TOTAL GALLONAGE = 1,597 GALLONS. THE POOL. 3. POOL TURN OVER RATE SHALL BE 0.5 HOUR MAXIMUM. Float Valve 4. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF CHAPTER 64E-9, FLORIDA DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES. Float Valve 5. RETURN INLETS SHALL BE DESIGNED FOR MANUAL DIRECTIONAL ADJUSTMENT. INLETS SHALL ARE DESIGNED FOR 15 G.P.M. BOX MAXIMUM FLOW, 8 F.P.S. MAXIMUM VELOCITY, AND SHALL BE AS MANUFACTURED BY HAYWARD MODEL #SP1425S, (OR ENGINEER APPROVED EQUAL). INLETS SHALL NOT BE LOCATED MORE THAN 20' APART AND NO Static Water Level MORE THAN 10' FROM EDGE OF POOL. CE WITH CORROSION RESISTANT 6. POOL MAIN DRAINS SHALL BE CORROSION RESISTANT HIGH IMPACT PLASTIC GRATING AND FASTENED IN LA FLUSH MOUNTED LOCKING DEVICES. MAIN DRAINS ARE DESIGNED FOR 3 F.P.S. MAXIMUM VELOCITY AND 173 G.P.M. MINIMUM FLOW. ® DRAINS SHALL BE FIELD MANUFACTURED (OR ENGINEER APPROVED EQUAL) . DRAINS SHALL BE A MINIMUM OF 12"x12" AND HAVE A MINIMUM OPEN AREA OF 68 SQ. INCHES (BASED ON 1.5 FPS FLOW MAXIMUM Adjustment 173 G.P.M. FLOW REQUIRING 37 SQ. IN.). Hut 7. SKIMMER DRAIN LINE SPACING SHALL NOT EXCEED ONE DRAIN PER 400 S.F. AREA SPACING MAXIMUM. SKIMMERS ARE DESIGNED FOR 31.8 G.P.M. MINIMUM FLOW AND 3 F.P.S. MAXIMUM VELOCITY. CONTRACTOR SHALL SUPPLY SHOP DRAWINGS FOR APPROVAL OF SKIMMER . TO BE MANUFACTURED OF NON -CORROSIVE METAL OR HIGH STRENGTH PLASTIC AND SHALL HAVE TAMPER PROOF FLUSH MOUNTED LOCKING DEVICES TO PREVENT VANDALISM OR EASY REMOVAL. ALL EDGES SHALL BE SMOOTH FINISHED W/ SLOTS Equalizer Line NO GREATER THAN 1/4" FOR SAFETY CONSIDERATIONS. (To Pool) 8. MAXIMUM BATHING LOAD SHALL BE BASED ON 1 BATHER PER 10 S.F. POOL AREA = 10 BATHERS. 11/2 STAIRS W/ / \ HANDRAILS/2v \ 2 V_\' _ 1 S.F. A ` �- I I _ L J2" ,-!_I i/ 11 2 \ C\ \�1/2 \\ / --?-SN 11 Suction Fresh Water Overflow Equalizer Line Main Drain Lockable Cover Optional Hose bibb with Vacuum Breaker Static Water Level O Hydraulic Valve Fresh Water 3 FROM M.D.W.A.S.A. 0 Overflow 1" Ball Valve off Suction 125" on -�� / Filter Tank Equalizer Line Operating Water Main Drain Level Auto & Manual Fill Detail / I i I I I I I I I O 00 OJ\S�� Q0 Fps 00F.p �05 e00�PFi0�\� ll c J9 41 o 02 00 Je�P�P�tJ d` Qe tik po GPQ . � P�0 IX QP00 00�0 /Z �<3 00Qti�0 \ `tile /P��F•Q�` ��' GXX G CP ®�Q� ro SAP° +h0 SPA PIPING AND FILTRATION PLAN ti SCALE 1=10 1. FILTRATION AREA TO BE ENCLOSED WITH 6' HIGH CHAIN LINK FENCE, WITH 3' WIDE SELF LATCHING-SELG CLOSING GATE WITH LOCKING DEVICE. 2. FILTRATION AREA TO HAVE 30 FOOT CANDLE LIGHTING 0 SLAB LEVEL MINIMUM (SEE ELECTRICAL DRAWINGS). 3. MATERIALS USED IN THE MANUFACTURING OF THE HEATER SHALL BE NON -TOXIC AND ACCEPTABLE FOR POTABLE WATER USE. 4. CHLORINE FEEDER CALCULATION: 1,440 MIN./DAY/30 MIN.=48. 1597 GPM x48x6PPMx8.3/1,000,000 =3.82 PPD. 100%/5% x 3.82= 76.6 PPD. 76.6 PPD/8.3=9.23 G.P.D. STENNER IS CAPABLE OF 45 G.P.D. 5. THE CHEMICAL CONTROLLER/FEEDER SHALL BE INTERLOCKED WITH THE PUMP MOTOR. 6. THE CHLORINE SOLUTION CROCK SHALL HAVE A MINIMUM VOLUME OF AT LEAST 50% OF THE MAXIMUM DAILY FEED CAPACITY OF THE CHLORINE SOLUTION FEEDER. 7. THE PH ADJUSTMENT CROCK SHALL HAVE A MINIMUM VOLUME OF AT LEAST 50% OF THE MAXIMUM DAILY FEED CAPACITY OF THE PH ADJUSTMENT FEEDER. S. THE PH ADJUSTMENT CROCK IS CLEARLY MARKED TO INDICATE ITS CONTENTS. 9. THE FILTRATION AREA IS COMPLETELY COVERED BY A ROOF AND IS ADEQUATE FOR ALL CHEMICAL STORAGE. ® 150 Gallon Capacity 1 =1' COM?PAC MODEL # F-150 0 DeRose & Slopey TING ENGINEERS, INC: LAN PLANNNG • CIVIL • STRUC E M NT •ELECTRICAL • bffCH ICAI 160 & ANDREW$ AVENUE $LITE S60 AN0 BEACH, R SM S 9 W64) 942-7703 LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20169 STATE OF FLORIDA APR 0 5 ?Onn DATE• DeRose and Biopsy ,lab .- 97034 revision 100% c.o.'s 10/29/99 PERMIT SET 11/19/99 A,PER HRS 12/21/99 ®PER HRS 01/11/00 J < W O Z UW co y ' c6 I- W > 0 W LU rn ; a000 Ir co I 5 �3MLL� cm W W 111UIx�_U"rn n, ca z .' aN a ~ � z Z� 0° rn V z aO Z` a o a= O o a © z _J J drawn by L.J.Mc. checked by T.K.Mc. scale 1=40 date 09/07/99 job no. 97034 cad no. 97034C15 prof. no. 97034 drawing C-15 of 25 nFSCRIPTInN MARK ITEM QTY, V C C C FA T MAIN DRAIN 1 FIELD FABRICATED 1'x1' HIGH IMPACT PLASTIC GRATE ASSEMBLY, 68 SQ. INCHES MAX. OPEN AREA FOR 1.5 F.P.S. MAXIMUM FLOW ASSEMBLY SECURE W/ TAMPERPROOF SCREWS WALL 4 HAYWARD SP1022 114"x2' FIP DIRECTIONAL ADJUSTABLE RETURN WALL RETURN FITTINGS WHITE ABS PLASTIC FINISH FITTINGS MOUNT FLUSH WITH WALL SPA JET 6 HAYWARD SP1419A 11,42"x2" FIP FLOW ADJUSTABLE WALL RETURN FITTINGS WHITE ABS PLASTIC FINISH RETURN MOUNT FLUSH WITH WALL FITTINGS DESIGNED FOR 60% OF THE POOL RECIRCULATION RATE SKIMMER 1 MINIMUM FLOW 0 32 G.P.M.,. ONE PER 400 S.F. POOL SURFACE AREA DRAINS HAYWARD MODEL# SP-1070-2, N.S.F. 50-1996 HAYWARD GRATE END FTG FOR EQUAUZER/MAKE-UP EQUALIZER 1 WATER LINE. FTG TO BE INSTALLED 12' BELOW POOL FITTING WATER LEVEL, MODEL SP-1019, Z" POOL 1 100 WATT MAXIMUM, 18" BELOW WATER SURFACE LIGHTS FTRANSFORMER 1 LOW VOLTAGE CIRCUITS, 12 VOLTS MAXIMUM UNCTION 1 REFER TO ELECTRICAL DRAWINGS aLADDER 0 10 HANDRAIL 2 CONTINUOUS ALONG STEPS KDI PARAGON CONTINUOUS 11 ANCHOR SOT 4 KDI PARAGON 28102 12 ESCUTCHEON PLATE 4 KDI PARAGON 28302 13 LIFE RING 0 14 LIFE HOOK 0 15 LIFE RING 0 HOLDER 16 VACUM 0 CLEANER TAYLOR TEST KIT MODEL # 2000-5 DUPLEX CAPABLE 17 E TEST KIT 1 OF MEETING ALL CHEMICAL TESTS SPECIFIED BY THE FLORIDA ADMINISTRATIVE CODE IN CHAPTER 1OD-5. • t8 PRESSURE-- 2 INTEGRAL 4" DIAMETER FACE WITH EDP 0-125 PSI GAUGES STA-RITE, DURA-GLAS, 1.0 H.P., MODEL P2RSEL, 19 FILTER 1 SELF -PRIMING PUMP, 53 GPM ® 60.0 T.D.H., TRIM TO MAX. PUMP H.P. PUMP TO INCLUDE STA-RITE FIBERGLASS (2" DIAMETER) WITH S/S BASKET ' BAKER HYDRO 30" DUAL LATERAL FILTER FILTER UNIT 1 4.91 S.F., MODEL # 14BOIlZ WITH 20] AUTO MATIC BACKWASH VALVE MODEL EP SSM-2002-HN1-24V EQ 14BO112 NSF 50-1996 y 21 FLOWMETER 1 BLUE/WHITE PILOT TUBE MODEL # V-F-3020OPR 40-150 G.P.M. CAPABILITY 22 CL2 FEEDER 1 STENNER 45M NSF 50-1996 43 PH FEEDER 1 STENNER 45M NSF 50-1996 - M STRANTROL SYSTEM 5 ORP/PH/TEMP CONTROLLER W/ DATA LOG, P4 CHEMICAL 1 INTERACTIVE MICROCO-PROCESSOR, WATER BALANCE, CONTROLLER BACKLIT DISPLAY, WSRAK, DATA BOARD AND NEMA 4 ENCLOSURE, W/ MILIVOLT SCALE FOR SET POINT AND READOUT. 25 CHEMICAL 1 45 GALLON POLYCROCK WITH LID ' STORAGE CONTAINER 26 OZONE GENERATOR 0 27 COLLECTOR 1 COM PAC MODEL # 300 TANK DURA-GLAS MODEL C2-139P3 FIBERGLASS STRAINER WITH 28 LINIT AND 1 PERFORATED STAINLESS STEEL BASKET STRAINER STA-RITE, DURA-GLAS, 1.5 H.P., MODEL P4R6FL, SPA/29 1 120 TO MAX. PUMPJET POOL INCLUDE STAMRITE FIBERGLASST(IM H PF PUMP TOPUMP, 2 DIAMETER) j LEVEL WITH S/S BASKET t 30 1 TELEDYNE/LLG-175N, 175 B.T.U. HEATER MATERIAL USED IN MANUFACTURE SHALL BE NON -TOXIC AND SUITABLE FOR POTABLE WATER USE. FIXED THERMOMETER, PASCO 31 1 SPECIALTIES #1445 THERMOMETER MAX. WATER MP.=10C F. WSIBLE FROM SPA INTERIOR I, 32 CLOCK 1 MOUNTED TO WALL OF BATHROOM 4 POOL DECK: NON —SLIP IMPERVIOUS SLOPE 2-4 PERCENT AWAY FROM POOL. PRECAST COPING 4#4 BARS CONT. #3 BAR NOSING 6" THICK CONCRETE WALLS AND FLOOR SLAB REINFORCED WITH #3 BARS ® 9" O.C. EACH WAY e MARCITE FINISH----, REINFORCING PRECAST COPING o e SUP RESISTANT FINISH Ot GENERAL NOTES- 1 , ALL POOL CONCRETE AND/OR SHOTCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 P.S.I. 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 P.S.I. 3. NO OVERHEAD ELECTRICAL WIRING SHALL BE PERMITTED WITHIN 10' OF POOL WATER EDGE, 4. ELECTRICAL TRANSFORMER BOXES OR JUNCTION BOXES BETWEEN POOL AND TRANSFORMERS SHALL BE LOCATED NOT LESS THAN 12" ABOVE TOP OF POOL COPING STONE. 5. ELECTRICAL CONTRACTOR OR ELECTRICIAN SHALL PROVIDE WRITTEN CERTIFICATION TO OWNER AND HEALTH DEPARTMENT THAT ALL ELECTRICAL WORK WAS COMPLETED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 6. ALL BONDING AND GROUNDING SHALL BE IN ACCORDANCE WITH SEC. 680 OF NATIONAL ELECTRIC CODE 1996 (OR LATEST) REVISION. 7. INTERIOR OF POOLS SHALL BE LIGHT PASTEL IN COLOR. 8. ALL POOL OPERATING VALVES SHALL BE ALPHABETICALLY OR NUMERICALLY TAGGED WITH THE APPROPRIATE OPERATING INSTRUCTIONS POSTED IN THE EQUIPMENT ROOM IN A PROTECTIVE COVER. 9. THE PREPARATION OR DISPURSEMENT OF FOOD SHALL NOT BE PERMITTED WITHIN 12'-0" OF POOL'S WATER -EDGE. IN ADDITION, ANY FOOD OR DRINK SERVICE SHALL PROVIDE A PHYSICAL BARRIER AT OR BEYOND THE 12'-0" MIN. LIMIT. 10. POOL WASTE SHALL BE DISCHARGED THROUGH AN AIR GAP BEFORE FINAL DISPOSAL. POOL TOILET ROOM NOTES: 1. FLOORS SHALL BE IMPERVIOUS AND SLIP RESISTANT AND SLOPE 2" IN 10'-0" TO FLOOR DRAINS. 2. JUNCTION OF FLOOR AND WALLS SHALL BE COVED TO FACILITATE CLEANING. ®3. PROVIDE HOSE BIB W/ VACUUM BREAKER IN EACH RESTROOM `2 STEI S.S. HANDRAIL BENCH S LLN MAIN DRAIN �'"""""' 1 ) POOL DETAILS diI SCALE:NOT TO SCALE 100 WATT LIGHT +6.67 +5.92 +5.17 +4.42 NN2" BULLNOSE TILE OF DARK CONTRASTING COLOR AT INTERSECTION OF STEPS RISER AND TREAD AND BENCH NOSING revision 1.0' 11.28 1.0'-100% c.o.'s 10/29/99 SO PERMIT SET 11/19/99 ,&PER HRS 12" 12" 12" 12" 12/21/99 ®PER HRS 01 /11 /00 6" GLAZED TILE AT WATER LEVE BELOW CURB �1 a� W INLET 0 60" _ HYDROSTATIC RELIEF VALVE - NOT REQUIRED NOTE: SPA TO BE '^ 0 LEV. +4. a MAIN DRAIN ELEVATION WEDGE GROUNDING S(,.�.. JET is IL DER 1EON PLATE 'OCKET WEDGE ANCHOR NO SCALE 0 DeRose & Slopey CONSMTM ENGINEERS, NC: ND PLANN: • GTI . STRUC'L NT ELECTRICAL . ME 1E0 8. ANDREWS AVENLE 7 LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20169 STATE OF FLORIDA APR 0 5 2000 DATE- 4 DeRose and Biopsy Job a- 97094 W Mass m O LL J L U 1116 ♦��/� 6" V/ W m 00T I i cc Qm � V W J Q W O O ammmumm,Z (~j ILI m vi M N> 0 W to M co Z *10 Jon w 9 z N W U awC P 0 0 s 0:)a Y = Z N Z Z a� a d Q Z 6 J drawn by L.J.Mc. checked by T.K.Mc. scale 1=40 date 09/07/99 job no. 97034 cad no. 97034C16 prof. no. 97034 drawing C-1f of 25 55 IVBGS INTERNATIONAL 3150 IH 35 WEST NEW BRAUNFELS (210)620-4000 (FAX)629-2867 TEXAS 78130 SHIPWRECK COVE FOOTPRINT NBGS P/# 2000407 LEGEND Base Perimeter 1/4" = 1' A� Water Supply X Ground Lug NOTES: TOP OF ELEMENT PAD TO BE SET AT 1" ABOVE WATER LEVEL. WATER REQUIREMENTS1 ')75 GPM AT 60 FT, HD, WATER LEVEL = 0" I 4" STUB —UP 385 GPM 6" STUB —UP 450 GPM ELEMENT S.S. ENRTY RAILS —POOL ENTRY STAIRS BY C 0 NTRACTO R, 7"RISE-10"RUN, TO MATCH ELEMENT. 12-29-99 INTERNATIONAL 3150 IH 35 SOUTH NEW BRAUNFELS (830)620-4000 (FAX)629-2867 TEXAS 78130 E-MAIL: NBGS1.@AOL.COM SHIPWRECK ISLAND FEATURES P/N 602046 LEVEL I FEATURES: 4 36" GANG SLIDES 5 WATER CANNONS 1 OVERFLOWING URN 2 PALM TREES WITH TIPPING COCONUTS 1 SPINNING ROOF 8 BUBBLE —UPS 2 TIPPING BUCKET WITH ROPE PULLS 1 SEA SPRAY ENTRY 1 RAIN CURTAIN HANDICAP ENTRY (REQUIRED) ' GANG GANG SLIDE J 38" FLUME SLIDE STAIR ENTRY POOL LEVEL FEATURES: 5 FLOPPY HOSES 6 WALL JETS REFER TO PLANS PREPARED BY N.B.G.S. INTERNATIONAL FOR FINAL GEOMETRICS THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION. ACTUAL DIMENSIONS MAY VARY. (C 1997 ,NBGS INTL.INC M10MCRs1!7MINO th®Nihi 1%"11 tR mffi N00 - rol,l STAIR ENTRY DOUBLE GANG SLIDE PLAN VIEW LEVEL II FEATURES: 1 20" SPEED SLIDE 1 38" OPEN BODY SLIDE 1 DOUBLE BARREL 2 SPRAYING PARROTS SPEED SLIDE GRANULATED NON -SLIP DECK & STAIR SURFACE 0 LEVEL I ® LEVEL II A. PLATFORM WEIGHT: 2,700 LBS-(1225 KG.) B. PLATFORM WEIGHT: 3,200 LBS.- 1451 KG.1 C. PLATFORM WEIGHT: 6,600 LBS.- 2994 KG. D. PLATFORM WEIGHT: 1,300 LBS.- 590 KG. E. PLATFORM WEIGHT: 1,800 LBS.- 816 KG. F. PLATFORM WEIGHT: 2,700 I.BS- 1225 KG.) G. PLATFORM WEIGHT: 4,400 LBS.- 1996 KG. H. PLATFORM WEIGHT: 3,200 LBS.- 1451 KG. I. PLATFORM WEIGHT: 9,700 LBS.- 4400 KG. J. PLATFORM WEIGHT: 4,500 LBS.- 2041 KG. K. PLATFORM WEIGHT: 4,200 LBS.- 1905 KG. L. PLATFORM WEIGHT: 6,200 LBS.- 2812 KG. M. PLATFORM WEIGHT: 3,500 LBS.- 1588 KG. N. PLATFORM WEIGHT: 1,800 LBS.- 816 KG.) 0. SPINNING ROOF: 825 LBS.-(374 KG.) TOTAL WEIGHTS: 56,625 LBS.-(25,684 LBS.-(25,685 KG.) Q N❑TE1 CONC. SURFACES SHALL BE SMOOTH SLIP RESISITANT. This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. REVISED 0 DeRose & Slopey CONSIA_TNG ENGINEERS. INC. LAND PLANNNG . CIVIL -STRUCTURAL ENVIRONMENT . ELECTRICAL . ME NICIU 150 S. AIDREWS_ wEN , LAW ENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20169 STATE OF FLORIDA APR 0 5 2000 DATE, DeROee and Slopey Job .- 97034 revision 100% C.D.'S 10/20/99 PERMIT SET 11/19/99 IPER HRS 12/21/99 W� O IL a UNIONS J j U a U. > V a DC aLL. co W p iX oI ♦♦_^ V, a- } QO � V W G J Oo Z U W M (mo zwo W Z � . a.11 a: co I z 2! wul � w W UMF=� A, o_Urn z V/ � c7a�m N09 n O ' ZO z j Z < a. CC U o. O z a z a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C17 proj. no. 97034 drawing C-17 of 25 00 U v M 0 r o i o M } N M Q OJ Quo MAJESTIC PALM TREE W/TIPPING COCONUTS '-6 5/8" E5,65mP WATER (3) 10'-8 5/16" E3.26m] 3'-10 15/16" 11, EE MY INTERNATIONAL 3150 IH 35 SOUTH NEW BRAUNFELS (830)620-4000 (FAX)629-2867 TEXAS 78130 E—MAIL: waterpro®nbesintl.com SHIPWRIECK ISILAIVC> F/1V 602046 PADDLES, POLYPROPYLENE HANDICAP ENTRY PATTERNED CONCRETE 18'-6 5i GRAB BAR THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION. ACTUAL DIMENSIONS MAY VARY. OC 1997 ,NBGS INTL.INC LRGW/WATER (22))REL MI VDIR 00 a SPRAYING PARROT (2) ;�. ! ti � OMMMonl WATER CANNON (1) STAIR ENTRY 3'-1 1/2" E0,95m] FRONT ELEVATION This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. WINDSWEPT PALM TREE W/TIPPING COCONUTS SPINNWG ROOF WATER CANNON (1) STAIR ENTRY 14'-6 1/4" E4.43 0 3/8" [1,513m] STAIR ENTRY ALL CONCRETE TO BE SLIP RESISTANT, SMOOTH FINISHED WITH THE EXCEPTION OF THE PATTERNED SURFACES. THERE IS NO WOOD UTILIZED IN THE MANUFACTURE OF THE SHIPWRECK ISLAND PLAY FEATURE. E4.43m] I REFER TO PLANS PREPARED BY N.B.G.S. INTERNATIONAL FOR FINAL GEOMETRICS SHEET 1 OF 1 REVISED 02/99 0 DeRose & 51opey CONSULTNO ENGNEERS, NC: LAND PLANNNO • CIVIL • STRUCTURAL ENVIRONMENT • ELECTRICAL • MECHANICAL 150 S. ANIREW8 AVENUE SUITE 390 POMPANO BEACH, FLORIDA 33099 4954) 942-T703 LAWRENCE DeROSE, P.E. REGISTERED NO. 20189 A7�OSFL000A DATE- DnRos9 and Blopey Job n- 97034 revision 100% C,D,'S 10/29/99 PERMIT SET 11/19/99 1PER HRS 12/21/99 A 01/11/00 J W Q Of � UW O m 4O — tit of Uf (2 W f- > Q o W LU 0) • Q100 or D) 0 i� Z � J 1 M IL ti cc LLJ _< z oW " c4� CD 0" VCID ZOZN <� Z a O o ° O Q Z z Q J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C18 proj. no. 97034 drawing C-18 of 25 JA 0 MK RIDE TYPE LENGTH HEIGHT A 38" - FLUME SLIDE 74.73' 12.33' B SPEED SLIDE 39.98' 12.33' C GANG SLIDE 23.60' 5.923 D GANG SLIDE 23.60' 5.92' E GANG SLIDE 20.60' 4.33' F GANG SLIDE 20.60' 4.33' TOTAL: 203.11 ----- WATER LEVEL EL. 7.92' POOL BOTTOM EL. 6.42' LEGEND Q - 28° START ACCELERATOR Q - 21° ACCELERATOR PROJECT: M.S. AQUATIC FACILIT CITY: MIAMI SHORES COUNTY: DADE STATE: FLORIDA This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. PARTS LIST SCHEDULE FOR: FLUME -A REF. -I PART NO. PART DESCRIPTION SPLASHGUARDS LENGTH QUANTITY REF: 1 3803E 3' ENTRY 3.00 1 1 2 3828V CONVEX 28° 2.60 1 2 3 3825S 2'-6" STRAIGHT 2.50 1 3 4 3828C CONCAVE 28° 2.60 1 4 5 3825S 2'-6" STRAIGHT 38SGL - SPLASHGUARD 2.50 1 5 6 3806L LEFT 6'R CURVE 45° 4.75 1 6 7 3806L LEFT 6'R CURVE 45° 4.75 1 7 8 3806L LEFT 6'R CURVE 45° 4.75 1 8 9 3806L LEFT 6'R CURVE 45° 4.75 1 9 10 3806L LEFT 6'R CURVE 456 4.75 1 10 11 3806L LEFT 6'R CURVE 45° 4.75 1 11 12 3806L LEFT 6'R CURVE 45° 4.75 1 12 13 3806L LEFT 6'R CURVE 45. 4.75 1 13 14 3806L LEFT 6'R CURVE 450 4.75 1 14 15 3806L LEFT 6'R CURVE 45° 4.75 1 15 16 3825S 2'-6" STRAIGHT 38SGR - SPLASHGUARD 2.50 1 16 17 3821CV 21 DEG ACCELERATOR 5.20 1 1 17 18 3805SP 5' SPLASHOUT 5.00 1 1 18 19 3816X 1'-4" EXIT 1.33 1 19 TOTAL- 1 74.73 19 �)L DE PATH LAYOUT PLAN MARK DATE REVISIONS APPV'D I N TrE IRR N THE STRUCTURAL SUPPORT SYSTEM DEPICTED ON THESE DRAWINGS WAS DESIGNED UNDER THE DIRECTION OF THE PROFESSIONAL ENGINEER WHO'S SEAL AND SIGNATURE ARE AFFIXED TO THIS DRAWING. THIS PROFES- SIONAL ENGINEER DID NOT PERFORM ANY DESIGN OR REVIEW OF THE OTHER SYSTEMS SHOWN ON THESE DRAWINGS AND THEREFORE ASSUMES NO RESPONSIBILITY FOR THEIR ADEQUACY. PARTS LIST FOR: FLUME-B REF: PART NO. PART DESCRIPTION LENGTH QUANTITY REF: 1 SS02E 2' VERTICAL ENTRY 2.00 1 1 2 SS15V 15'R CONVEX 11.78 1 2 3 SSCST CUSTOM 7'-5" STRAIGHT 7.42 1 3 4 SS15C 15'R CONCAVE 11.78 1 4 5 SSCST CUSTOM 5'-0" STRAIGHT 5.00 1 5 6 SS2PX 2' POOL EXIT 2.00 1 6 TOTAL: 39.98 6 PARTS LIST FOR: FLUME-C REF: PART NO. PART DESCRIPTION LENGTH QUANTITY REF: 1 KS03E 3' ENTRY 3.00 1 1 2 KCXL CONVEX 38.3° 6.80 1 2 3 KS60 5' STRAIGHT 5.00 1 3 4 KCCL CONCAVE 38.° 6.80 1 4 5 KS02X 2' EXIT 2.00 1 5 TOTAL: 23.60 5 PARTS LIST FOR: FLUME-D REF: PART NO. PART DESCRIPTION LENGTH QUANTITY REF: 1 KS03E 3' ENTRY 3.00 1 1 2 KCXL CONVEX 38.3° 6.80 1 2 3 KS60 5' STRAIGHT 5.00 1 3 4 KCCL CONCAVE 38.° 6.80 1 4 5 KS02X 2' EXIT 2.00 1 5 TOTAL: 23.60 5 PARTS LIST FOR: FLUME-E REF: PART NO. PART DESCRIPTION LENGTH QUANTITY REF: 1 KS03E 3' ENTRY 3.00 1 1 2 KCXL CONVEX 38.3° 6.80 1 2 3 KS24 2' STRAIGHT 2.00 1 3 4 KCCL CONCAVE 38.° 6.80 1 4 5 KS02X 2' EXIT 2.00 1 5 TOTAL:- 1 20.60 5 PARTS LIST FOR: FLUME-F REF:j PART NO. PART DESCRIPTION LENGTH QUANTITY REF: 1 KS03E 3' ENTRY 3.00 1 1 2 KCXL CONVEX 38.3° 6.80 1 2 3 KS24 2' STRAIGHT 2.00 1 3 4 KCCL CONCAVE 38.' 1 6.80 1 4 5 KS02X 2' EXIT 2.00 1 5 TOTAL- 20.60 5 PLANS BY N.B.G.S. JNAL FOR FINAL "S a 0 DeRme & 51opey CONSULTING ENGINEERS, INC: LAND PLANNING ° CIVIL 4 STRUCTURAL ENVIRONMENT ° ELECTRICAL ° MECHANICAL 150 S. ANDREWS AVENUE SUITE 350 POMPANO BEACH, FLORIDA 33009 (954) 942-7703 PROJECT: LAWRENCE DEIROSE, P.E. REGISTERED ENGINEER NO. 20169 STATE OF FLORIDA APR n 5 20nn DATE. Depose uM Siopey Jot) . 97D34 revision PERMIT SET 11/19/99 0 01/11/00 CL.J Q � OO Z LL) W LM•) ¢ F W 0 W Z Cod Fr • a1�00 F� w J3ML W U ¢!=(.) zo' CD •z u)a au)mZ�Z W (0Z a 0 j a zO a J 01111111111100 drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C19 prof. no. 97034 MISSION drawing C-19 of 25 0 J BENCH X = 0.00' MARK y = 0.00' 99 99 X +Y 99 99 99 PROJECT: M.S. AQUATIC FACILIT -CITY: MIAMI SHORES COUNTY: DADE STATE: FLORIDA This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. COLUMN COORDINATE SCHEDULE COLUMN NO. TOP OF COLUMN PEDESTAL POOL FLOOR "X" COORD. "Y" COORD. C- 1 19.66 10.17 36.50 19.48 C-2 FIELD MEASURE 7.17 30.50 19.48 C-3 FIELD MEASURE 7.17 36.50 13.48 C- 4 11.35 1 7.17 30.54 57.61 C- 5 1 12.52 7.17 61.66 34.14 C- 6 12.52 7.17 61.66 30.89 kRM SCHEDULE FOR: FLUME -A ER ELEVATION Z DIMENSION L ANGLE DEGREES PIPE SIZE ti 17.41 6.00 180.00 5"0 STD. 16.03 6.00 270.00 5"0 STD. 14.64 6.00 360.00 5"0 STD. 13.26 6.00 90.00 5"0 STD. Al REFER TO PLANS PREPARED BY N.B.G.S. INTERNATIONAL FOR FINAL GEOMETRICS y+X LEGEND - CONCRETE COLUMN COORDINATE FRAWNG PLAN - RADIAL ARM THE STRUCTURAL SUPPORT SYSTEM DEPICTED ON THESE DRAWINGS WAS DESIGNED UNDER THE DIRECTION OF THE PROFESSIONAL ENGINEER WHO'S SEAL AND SIGNATURE ARE AFFDIED TO THIS DRAWING. THIS PROFES- SIONAL ENGINEER DID NOT PERFORM ANY DESIGN OR REVIEW OF THE OTHER SYSTEMS SHOWN ON THESE DRAWINGS AND THEREFORE ASSUMES NO RESPONSIBILITY FOR THEIR ADEQUACY. O 0 DeRme & Slopey CONSULTING ENGINEERS, INC. LAND PLANNING . CIVIL. STRUCTURAL ENVIRONMENT . ELECTRICAL . MECHANICAL 150 S. ANDREW$ AVENUE SUITE 350 POMPANO BEACH. FLORIDA 330eS (984) 542-7703 LAWRENCE DEIROSE, P.E. REGISTERED ENGINEER NO. 20189 STATE OF FLORIDA APR 0 5 2000 DATE DeRoee and Slopay Job .- 97034 TITLE: COORDINATE FRAMING PLAN PROJECT:MIAMI SHIRES AQUATIC FACILITY DATE: 10-29-99 PROJECT NUMBER: 9 5.3 17 CHECKED BY: SCALE: 3/16 _ �'-Q5 DWN BY: HANK APPROVED BY: reyision PERMIT SET 11/19/99 A 01/11/00 W� 0 O J Q to oO ? Uw M V l ¢ w z TA a>�odDO o M�J 3. W Qlw-='Q O Z .05<°' CDw a< MLo ZOi 09 z v _j OL a� Al \Y O Z a a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C20 proj. no. 97034 drawing C-20 of 25 revision PERMIT SET 11/19/99 A 01/11/00 BASE PLATE 3" GROUT TOP OF PEDESTAL ELEVATION WL� • , :. ' • .a ° , _ , y '_ • ° ' `'• SEE SHEET C-13 FOR ... : . :.' •:.n'��L: ` PEDESTAL DETAILS. •: q ..•' `' " •d POOL FLOOR , IFP d • ♦ — 11=1 11-ll 44 ..�. ,. '� . ; a ' jIl- TYPICAL TENSION RADIAL ARM SUPPORT DETAIL WORK WITH FOUNDATION SCHEDULE SHEET: 5 PROJECT: M.S. AQUATIC FACILIT CITY: MIAMI SHORES COUNTY: DADE STATE: FLORIDA (U U V co 0 Q� o o Mao C, w /5� This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. MARK DATE NTS REVISIONS FLUME L 38" (L FLUME COLUMN EMBED) SE DETAIL: B/5 CLAS "B" 2„ TENSION LAP SPLICE CLR. DEPTH ' a 3., OF ARM ELEVATION "Z" SCHEDULE SHEET: 2 NP IP THIS END ONLY "0 WEEP HOLE BOTH LEGS +Y 90, -XI CENTER LINE OF SUPPORT ARM o' +X COLUMN BASE PLATE 270' -Y SUPPORT ARM / AXIS ORIENTATION C FLUME, COLUMN & FOUNDATION I FLUME FLANGE BRACKET SEE DETAIL: H/4 TOP OF COLUMN ELEVATION -- SEE SCHEDULE SHEET: 5 CONCRETE COLUMN VERT. REINF. 2" CLEAR TYP. 0 TIES DOWELS POOL FLOOR a 4 FOOTING REINF. .•.ate&'. '..�+"��ia - ..� " CLR. LENGTH/WIDTH TYPICAL CONCRETE COLUMN DETAIL WORK WITH FOUNDATION SCHEDULE SHEET: 5 APPV'D NTS i� PLAN VIEW FLUME 1 /4 j' cL FLUME, COLUMN & FOUNDATION FLUME FLUME FLANGE BRACKET SEE DETAIL:G/4 TOP OF COLUMN ELEVATION 6" �''°- °--°'"� SEE SCHEDULE SHEET: 5 COLUM EMBED CONCRETE COLUMN SEE DETAIL: B/5 VERT. REINF. 1.0 2" CLEAR TYP. 2„ CLASS "B" TIES TENSION LAP SPLICE CLR.POOL DOWELS FLOOR .. i •' { , . °:. DEPTH • ' r •:' ', ,' .. "' e' FOOTING REINF. 'q.•.;. :..r..9: �.. wa:.a Sty.•. �' ..•. ,'!='':.� .'. 3' -1 11; 11-III _I CLR. LENGTH/WIDTH TYPICAL CONCRETE COLUMN DETAIL FLUME, COLUMN & FOUNDATION WORK WITH FOUNDATION SCHEDULE SHEET: 5 REFER TO PLANS PREPARED BY N.B.G.S. INTERNATIONAL FOR FINAL GEOMETRICS FLUME FLANGE BRACKET SEE DETAIL: J/4 I o a Q ____ o 0 12"--------- - 1 ------ TOP OF COLUMN ELEVATION I SEE SCHEDULE SHEET: 5 COLUMN EMBED r CONCRETE COLUMN SE DETAIL: B/5 VERT. REINF. .: 0 2" CLEAR TYP. 2„ CLAS "B" TIES TENSION LAP SPLICE : DOWELS CLR.POOL FLOOR i DEPTH 4 •'; :•.. ' ..; .1• • FOOTING REINF. di 3„ I I III —I 11 CLR. LENGTH/WIDTH TYPICAL CONCRETE COLUMN DETAIL WORK WITH FOUNDATION SCHEDULE SHEET: 5 THE STRUCTURAL SUPPORT SYSTEM DEPICTED ON THESE DRAWINGS WAS DESIGNED UNDER THE DIRECTION OF THE PROFESSIONAL ENGINEER WHO's SEAL AND SIGNATURE ARE AFFIXED TO TIES DRAWING. THIS PROFES- SIONAL ENGINEER DID NOT PERFORM ANY DESIGN OR REVIEW OF THE OTHER SYSTEMS SHOWN ON THESE DRAWINGS AND THEREFORE ASSUMES NO RESPONSIBILITY FOR THEIR ADEQUACY. NTS NTS u 0 DeRose Cr Slopey CONSULTING ENGINEERS, NC: LAND PLANNING . CIVIL . 8TRUCTUIUL ENVIRONMENT . ELEOTRMAL . MECNANMAL 150 & ANDREWS AVENUE SUITE 350 POMPANO BEACH, FLORIDA 88009 1954U 942-7708 LAWRENCE DISROBE, P.E. REGISTERED ENGINEER NO. 20189 STATE OF FLORIDA APR 052000 DATE' DeROle and Slopey Job n- 97034 TITLE: SLIDE SUPPORT DETAILS PROJECT: MIAMI SHORES AQUATIC FACILITY DATE: 10-29-99 PROJECT NUMBER: 95.317 CHECKED BY: scALE: AS SHOWN DWN BY: HANK APPROVED BY: Q a � J J j V _ a U. V a � �irW O Co V♦ W cr oco I a H a' � V W Q J rn O Z 0 W LM t»t� Uri m w a t/1 w � ac M Z . a000 1� JwM IJLn 0O A, Z �ZUiwv W z m� 7 z0 zW a 0 J'o D_ Ai v a O V/ z 0- drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 Job no. 97034 cad no. 97034C21 prof. no. 97034 drawing C-21 of 25 1 1 /41" :Q. :Q. WATER SUPPLY DROP IN ANCHOR (OPTIONAL) FLOOR ----------� 1 FINISHED DECK - 3/8"0 x 2" EDGE OF DROP IN ANCHOR PLATFORM (OPTIONAL) 3'-0" PLUMBING BY OTHERS 1 •-g 1. ____ FLOOR______ -3 I FINISHED DECK 6 3/ IL-15 I 6" WATER SUPPLY WATER SUPPLY - i" EDGE OF s" 26" FLEXABLE PVC PLATFORM EDGE OF PLATFORM PLUMBING BY OTHERS 38" ENTRY PLUMBING DETAIL A GANG SLIDE ENTRY PLUMBING DETAIL B NTS 4 / NTS 4 " FLUME POOL FLOOR EMBED SEE DETAIL: X/X WL— _____ 12" e POOL. FLOOR 'd e Xt ..A $' ' d 4 C d d a d e FOAM PAD POOL BY OTHERS 38" FLUME TERMINUS DETAIL D NTS 4 / PROJECT: M.S. AQUATIC FACILIT CITY: MIAMI SHORES COUNTY: DADE STATE: FLORIDA This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. 2 \ 4"` V-5- -T 9/16" 0 HOLES. (5) FOR 3/8" BOLTS FLUME & BRACKET 7 — REQ'D. 3899 FLUME FLANGE BRACKET DETAIL G GALVANIZED NTs 4 MARK DATE REVISIONS APPV'DI GANG SLIDE d o e e .. A e POOL BY OTHERS SLIDE SURFACE FOAM PAD E POOL ATT GALVANIZED 2 — REQ'D GE BRACK 3/8"0 x 2" DROP IN ANCHOR (OPTIONAL) TOP OF DECK SIDE VIEW NOTE: ATTACH PIECES 1 & 2 BEFORE PLUMBING THE ENTRY. ENTRY SECTION Z" PVC WATER SUPPLY LINE 2" PVC SUPPLY LINE PLUMBING BY OTHERS PLUMBING DETAIL C NTS 4 -IDE FLANGE ,,.,SHER FMTRY SFCTION 1" 3/8" x 4" WEDGE ANCHOR SLIDE 2 - REWD i SPEED SLIDE POOL ATTACHMENT i POOL FLOOR —a— . d 3/8" x 4" " WEDGE ANCHOR WITH WASHERS AIL E NTS 4 HOLES (4) 5/8" BOLTS 3/8" PLATE GALVANIZED THE STRUCTURAL SUPPORT SYSTEM DEPICTED ON THESE DRAWINGS WAS DESIGNED UNDER THE DIRECTION OF THE PROFESSIONAL ENGINEER WHO'S SEAL AND SIGNATURE ARE AFFIXED TO THIS DRAWING. THIS PROFES- SIONAL ENGINEER DID NOT PERFORM ANY DESIGN OR REVIEW OF THE OTHER SYSTEMS SHOWN ON THESE DRAWINGS AND THEREFORE ASSUMES NO RESPONSIBILITY FOR THEIR ADEQUACY. 2"—1 1 T I YP. 45' I z 9/16"0 HOLES—/ FOR 3/8" 0 BOLTS SPEED SLIDE GALVANIZED REFER TO PLANS PREPARED BY N.B.G.S. INTERNATIONAL FOR FINAL GEOMETRICS DeRose G Slopey CONSU-T940 ENOINEERS. NC: LAND PLANNING . CIVIL . STRUCTURAL ENVIRONMENT . ELECTRICAL . MECHANICAL 160 S. AN/REWS AVENUE SUTE 360 POMPANO SEACIL FLOFMA SMS9 19641 942-7703 LAWRENCE DISROSE, P.E. REGISTERED ENGINEER NO. 20169 8AR 11SLV DATE• DeRoee and Slopey Job .- 97034 4 d. III• • - e '� A it 4• , d WAW 2'-6" SLIDE r , 1 /2„ 1 1'-5 1/-4"- 1 — REQ'D. 9 3/4" 3/8" PLATE IL J NTS 4 TITLE: ENTRY, EXIT, & FLANGE BRACKET DETAILS PROJECT: MIAMI SHORES AQUATIC FACILITY DATE: 1 Q — 29 — 9 9 PROJECT NUMBER: 9 5 , 31 7 CHECKED BY: scALE: AS SHOWN DWN BY: HANK APPROVED BY: revision PERMIT SET 11/19/99 0 01/11/00 W� Id. ILL `} a J J j a U a ca o ��W aLL� UMj O 1� OT I V/ a� } a0 V W 0 J a a, o .A ? U j co y' C F W 0 W N> ¢ co • a to -J Z l., �al J MWn W UwFw-_4 C7 • <� z Q o Z cow n a M _a� cc ZO zO0aa,O .O 0z aw J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 Job no. 97034 cad no. 97034C22 prof. no. 97034 drawing C-22 of 25 revision PERMIT SET 11/19/99 01/11/00 C7 N u v r� 0 r O� o o M<CU oar C LJ nJ Ga t- o 2'-0" r •. COLUMN (& FOUNDATION STEEL COLUMN ANCHOR BOLT BASE PLATE 3" GROUT TOP OF PEDESTAL EL. #3 TIES ® 12" O.C. POOL FLOOR VERT. REINF. OP BA p ...� . 2„ D 4 .a :�' R. BOTTOM BARS •� LENGTH/WIDTH SPREAD FOOTER FOUNDATION DETAIL STANDARD WASHER z 0 U U CL O lr U7 9 NTS LEVELING NUT BASE PLATE „ H J Z 0 Uj w _j _ W M W = WUj In J v I F i STANDARD HEX NUT 0 a (— TOP OF FOOTING BASE PLATE THICKNESS SEE SCHEUDLE HOLE SIZE & QTY. SEE SCHEDULE DIA. :OULE GENERIC BOLT PATTERN SEE SCHEDULE FOR HOLE SIZE & QTY. NTS This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. MARK DATE FOUNDATION SCHEDULE COLUMN N0. FOOTING PEDESTAL VERTICAL REINF. COLUMN TIES BASE PLATE DIMENSIONS ANCHOR BOLT COLUMN REMARKS DIMENSION REINFORCING TOP OF PEDESTAL ELEVATION PED. SIZE DOWELS slzE DU. �m LENGTH QTY TYOPgE COL siZE DU LL T cK NESS TOP OF COLUMN ELEVATION F7L W DQTy. P we BOTTOI[w� SIZE QTY. SIZE QTY. SIZE SPAC— ING sib 6TY C— 1 5-9 5-9 1 —6 #5 5 #5 5 10.17 30"0 #6 8 #6 8 #3 12 24"� x 1 " 1 "� 22" 6 A/3 12"0 .375 19.66 STEEL C— 2 5-0 5-0 1-6 #5 5 #5 5 N/A N/A #6 8 #6 8 #3 12 N/A N/A N/A N/A B/3 12"�s N/A ---- CONCRETE C— 3 4-0 4-0 1-6 #5 4 #5 4 N/A N/A #6 8 #6 8 #3 12 N/A N/A N/A N/A B/3 12"� N/A — — — — CONCRETE C— 4 5-0 5-0 1-6 #5 5 #5 5 N/A N/A #6 8 #6 8 tr 3 12 1 N/A N/A N/A N/A D/3 120 N/A 11.35 CONCRETE C— 5 C— 6 7-0 COM 3-3 INE 1-6 FT #5 . SEr DSEE /5 DE #5 AIL: SEE D/5 D/5 N/A N/A #6 8 #6 8 #3 12 N/A N/A N/A N/A C/3 12 01 N/A 12.52 CONCRETE N/A N/A #6 8 #6 8 #3 12 N/A N/A N/A N/A C/3 170 N/A 12.52 CONCRETE 1. These notes shall apply except where otherwise indicated by drawings or specifications. A detail shown for one condition shall apply for all like or similar conditions, even though not specifically indicated on the drawings. 2. The contractor shall provide adequate shoring and bracing for all work during the construction period. 3. Shop drawing submittals shall include two sets of data for approval (one print, one sepia.) All submittals must be reviewed and stamped by the contractor prior to submission. REINFORCED CONCRETE 4. All concrete shall be standard weight 3,000 PSI compressive strength at 28 days, unless otherwise noted. 5. Reinforcing bars shall conform to ASTM A-615. All bar sizes #3 and smaller shall be grade 40. Bar sizes #4 and larger shall be grade 60. 6. Provide corner bars at all corners and intersections of footing, beams, and walls. 7. All reinforcing bars indicated as continuous shall have basic class "B" tension laps (26 inches for #5 bars.) 8. Grout shall be non —shrinking, and have an ultimate compressive strength at 28 days of 3,000 PSI. 4" STD. (4 1/2" 3/4" PU 4" STD. PIPE (4 1/2" o.d. 1"0 WEEP HOLES STAGGERED AROUND PIPE (9 HOLES IN PIPI & 1 HOLE CENTERED IN 3/4" PLATE) REVISIONS 1 "0 WEEP HOLE 1 16 SIDE VIEW 5 - REQ'D. COLUMN EMBED DETAIL rB GALVANIZED NTS 5 APPV'D 3/4" PLATE 1/2" 0 BAR WITH THREADS AND NUT (4-REQ'D) 1 /J GENERAL NOTES STRUCTURAL STEEL "Manual of Steel Construction" of the American Institute of Steel Construction. conform to ASTM A-500. **SOILS NOTE: FOUNDATION DESIGN BASED ON ASSUMED BEARING PRESSURE OF 2000 PSF & 200 PSF LATERAL PASSIVE EARTH PRESSURE PER FOOT OF FOUNDATION DEPTH (H) BELOW GRADE electrodes shall be type E70XX, 13. All bearing plate anchors shall conform to the drawings and be ASTM A-307 steel or welded studs. Reinforcing bars shall not be used as anchors. galvanizing and all welds shall be spray galvanized. 7'—O,e 2" 1 4" N d• 19 SIDE VIEW 1 - REQ'D. POOL FLOOR EMBED DETAIL GALVANIZED NTS THE STRUCTURAL SUPPORT SYSTEM DEPICTED ON THESE DRAWINGS WAS DESIGNED UNDER THE DIRECTION OF THE PROFESSIONAL ENGINEER WHO'S SEAL AND SIGNATURE ARE AFFIXED TO THIS DRAWING. THIS PROFES- SIONAL ENGINEER DID NOT PERFORM ANY DESIGN OR REVIEW OF THE OTHER SYSTEMS SHOWN ON THESE DRAWINGS AND THEREFORE ASSUMES NO RESPONSIBILITY FOR THEIR ADEQUACY. i� L #5 X 2'-9" @12 O.C. TRANSVERSE TOP & BOTTOM 'EDESTAL 1 I — j» C-5 C-6 1' 3' — 3" —1'-102" 3'-3' '-102' 4 — #5 X 19'-6" TOP & BOTTOM COMMON FOOTING FOR D COLUMNS C-5 & C-6 NTS 5 PROJECT: M.S. AQUATIC FACILIT CITY: MIAMI SHORES COUNTY: DADE STATE: FLORIDA REFER TO PLANS PREPARED BY N.B.G.S. INTERNATIONAL FOR FINAL GEOMETRICS DeRose C 51opey CONsuLTWO ENOINEERs, INC. LAND PLANMNO • CIVR . STRUCTUF ENVIRONMENT . ELECTRICAL . MECHANICAL 180 S. AMFIEWS AVENUE SLATE 360 POMPANO BEACH, FLORIDA 33089 19641 942.7703 LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20169 STATE OF FLORIDA APR 0 5 2000 DATE DeRo9e and Biopsy Job « 07034 TITLE: FOUNDATION SCHEDULE & MISCELLANEOUS DETAILS PROJECT: IAMI SHORES AQUATIC FACILITY DATE: 1 Q-29-99 PROJECT NUMBER: 95.317 CHECKED BY: scmE: AS SHOWN DWN BY: HANK APPROVED BY: Q W o 0 Z 0 00 WN 2 P-W o W W 03 ' a0n° D: M o e-h a -1303U.r, W U ¢ EEL- 0 z 4) F j c�aymla ZOj Z� a O0 V _j a O Al �Y Z IL Q z a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C23 prof. no. 97034 drawing C-23 of 25 CrossBar Jet 4 As manufactured by: revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 SheetFlo As manufactured by: SHEET FLOW OUTLET Rain Drop Products ashington, DC Rain Drop Products Washington, DC Tel 800.343.6063 Fax 202-588.1187 4" MAX INDEPENDENT OF STEM. NO ATTACHMENT REQUIRED ATTACHABLE\ SKIRT 11" BASE TO BE SECURED WITH 3/4" DIA STAINLESS STL EXP ANCHORS GASKET PER SPECIFICATIONS ADD 4#5 REINF.— EACH WAY BOTTOM SHEETFLO CURTAIN DETAIL Typical Installation Details 'FunFlow' VALVE FOR USER CONTROL OF WATER FLOW — INLET 3" MIN — 4" MAX INDEPENDENT OF STEM. NO ATTACHMENT REQUIRED SKIRT ABLE 1\ SKIRT 11" BASE TO BE SECURED WITH 3/4" DIA STAINLESS STL EXP ANCHORS GASKET IT Rzr $ BASE TO BE LEVEL 2'-0" DIA`? CROSSBAR 4 Rain Drop Products ashington, DC Rain Drop Products Washington, DC Tel 800.343.6063 Fax 202.588.1187 WATER OUTLETS WATER STOP 4" STEM - DETAIL Typical Installation Details Rain Drop Rain Drop Products As manufactured by: Washington, DC Tel 800.343.6063 Fax 202.588.1187 (3 7'- 6" I I `jI `" I GASKET INLET 4"— 8" TYP. IS INDEPENDENT OF STEM. NO ATTACHMENT REQUIRED N ATTACHABLE SKIRT 1'-0" 3800 LB FT 19 1 /2" BASE TO OVER TURNING BE SECURED WITH 3/4" STEM MOMENT DIA. STAINLESS STL EXP ANCHORS BASE TO BE GASKET LEVEL 2'-0" DIA. _ a < aII 4�- d i I THICKENED SLAB ) PER SPECIFICATIONS ADD 4#5 REINF. EACH WAY BOTTOM RAID DROP DETAIL Rain Drop Products aahington. DC Typical Installation Details Rain Drop No. B-1046 DeRose & Slopey CONSULTING ENGINEERS. NC. LAND PLANNING a CIVIC a STRUCTURAL ENVIRONLIENT • ELECTRICAL a MECHANICAL I60 S. ANDREWS AVENUE SUITE 360 POMPANO BEACH, FLORIDA 33069 9954) 942-7703 LAWRENCE DEIROSE, P.E. REGISTERED ENGINEER NO. 20169 STAR $ F�2000 DATE DoRoae and Slopey Job e- 97034 0 LL )OM < imm Wj 703 U_ t L ' A� IX O o Uw M > M w z , a000 i� Z J�M3fNt w w UOwClw-0 C7 awC7Q� Q) Z<C0mt ,,/� z N 0 - Li. 0 J , D- A v a O o D- 0 a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C24 prof. no. 97034 E=. C-24 of 25 BASE FFi SQUIRT (REMOVE INSTALLATION OF LI'L SQUIRT ELEMENTS P/N 601371 SQUIRT RECEIVER 3" DROP -IN ANCHOR .4 av c d na. a a a_ 1. LI'L SQUIRT RECEIVER IS ANCHORED TO POOL BOTTOM WITH 1/2" SST DROP -IN ANCHORS. 2. ANCHOR DOWN WITH SST BOLTS MARKED Q (2 EA.) 3. SLIDE LI'L SQUIRT ELEMENT INTO PLACE SHOWN ABOVE AND FINISH IT BY ANCHORING IT IN PLACE WITH THE LAST BOLT MARKED (Z 1'-4' This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein, Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. 3"[O.O8m] i FOAM LITTLE SQU I RI` LI'L SQUIRTS ARE DESIGNED TO BE BOLTED DOWN IN A DRY OR WET AREA. FROG RECOMMENDED DEPTH FOR WET AREAS IS 4" TO 6". 610197 DUCK SHIPPING WT.: 610 214 135 LBS. / 61 KG. SHIPPING WT.: RAW WEIGHT: 105 LBS. / 48 KG. 100 LBS. / 45 KG. RAW WEIGHT: 70 LBS. / 32 KG. I/ p 0 3' [0.9m] ® �00 /O O O 6 0 � 3'-2" [1.0m] 00 4'-7" [1.4m]-- © 1990, NBGS INTL, INC. TORTOISE 610195 SHIPPING WT.: 120 LBS. / 54 KG. RAW WEIGHT: 85 LBS. / 40 KG. 2'-3" [0.7m] 4'-8" [1.4m] 1 � ooOa 0 al co 2'-9" [0.8m] oo (Co <D C) O © 1990, NBGS INTL, INC. THIS DRAWING SHALL NOT BE USED FOR CONSTRUCTION. ACTUAL DIMENSIONS MAY VARY, REVISED 4/98 �C 1996 ,NBGS INTL.INC WHALE 610193 SHIPPING WT.: 120 LBS. / 54 KG. RAW WEIGHT: 85 LBS. / 40 KG. 2'-9" [0.8m] WATER SQUIRT .D © 1989, NBGS INTL, INC. This document is the property of NBGS of New Braunfels, Texas, which has exclusive rights to proprietary trade secrets and confidential information contained herein. Receipt of permission to use this document in whole or part does not convey any rights to use any of the information contained herein without prior written permission of NBGS. 1m] 4'-6" [1.4m] © 1990, NBGS INTL, INC. SEAL 610216 SHIPPING WT.: 1.5m] 85 LBS. / 40 KG. RAW WEIGHT: 50 LBS. / 23 KG 4'-8" [1.4m] 3' -2' 0.9m] 2'-11" [0.9m] © 1990, NBGS INTL, INC. SHEET I OF I DeRose & Slopey CONSULTING ENGINEERS, INC. LAND PLANNING, CIVIL . STRUCTURAL ENVIRONMENT . ELECTRICAL . MECHANICAL 160 S. ANDREWS AVENUE SURE 360 POMPANO EEACN, FLORIDA 33008 (964) 642-7703 LAWRENCE DeRCISE, P.E. REGISTERED ENGINEER NO. 20189 STATE OF FLORIDA APR DATE. OBR049 end Sbpey Job .- 07034 REVISED 02/99 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 O LL � J V Qe LL U IMM a=mW O co Wcr 0 Oco = Q } t` z O W G J C¢ 4! ono Z UW M V1 0 � W o W W . aIogo R co J C0 LL ^ W U2HUrn �1 Z V/ Z¢N10co 20 ` z CO <U) Z a cc O Q z a J drawn by L.J.Mc. checked by T.K.Mc. scale 1=1 date 09/07/99 job no. 97034 cad no. 97034C25 pro[. no. 97034 drawing C-25 of 25 u u a e /I I ! i f i i I r i40 f .�.. I r r I I �. t.rotion. Cr,noound ,LiR; r —r- _ RR /'_ <n GE - Uldlj �s.Z510 GSIGq - Gat<_ \L 7N i 1 • • E SGD 255� \ • �• rG1Yi/ t q �. ' 00 l; L / 235' \ " t 300 LuR, SOD 1 OV, 0 _Z 3 v,_// u SGD s SEE SraEET L-2 FOR PLANT MATERIAL SCE-IEDULE / PLANTING NOTES / GEr::ILS 2. SEE ENGINEERS SITE PLAN AS PREPARED BY DSER05E AND SLOPEY FOR INFORMATION RELATED TO SITE DRAINAGE, PAVEMENT AND JTILITIES 21 x IV/ 2 \ 5PI j350 c�\ � r Ov 2 LI SOC • • r APE 1 ` 200 SOD } * �. •., • a r SGD - e� 1( ♦ 4 - � ..... e- ♦ . } + i H H. --- — J A 'PE/ SPI BISCAYNE BOULLVARD (ST4 TE ROAD NO 5) n M O � � z w a a a al w w w '9 a G] J W H � Z U W m ca 7 � Fair W O W or) > cc co Z • ¢C)00 @e>�� W V WF=g Urn c�Q`1)mv 7 z A 0 m z z a0 a o (L o z a a L p� o OC==4 p� G O V==4 Ps �d .b 4v~ CIS ®� a O oV=4 � y r OC4 cc �i rn c A 0.4 c r� 412 NorRh Andrews Avenue Fort Lauderdale FL 33301 Florida License NamberLA 393 Fax 954/462.0722 Phone 954/462-0704 Seal /1 F iorida License No. (?000353 Drawn J J P.oject M1lo, 98039.00 CAD File No. 98039L5-1 Date 08j Scala 1 11 40'- 0" Drawing No. C 3: c - _ RE TO BE FLOR!DA NO I. GRADE OR BETTER. - 7 �. P,Iiarni :,hores Hduati,�� Facility Overall Plant Material Schedule I 2, NO SUBSTITUTIONS WILL BE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 3. ALL LANDSCAPE AREAS TO RECEIVE 100% IRRIGATION COVERAGE � I WITH A MINIMUM 150% OVERLAP BY AN AUTOMATIC IRRIGATION SYSTEM. SYSTEM SHALL INCLUDE A RAIN SENSOR DEVICE. +- e I u: x ,,q ` iri < a in W 'A < CL ih a 4 � T u: c ' �, F �y rn �< Cc_�e r,ptlon Specifica.lon Qty. USE OF NONPOTABLE WATER SHALL BE USED FROM A RUST FREE SOURCE. A. QUANTITIES ON PLANT LIST ARE FOR CONVENIENCE ONLY. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ALL PLANTS ,6 Cf _ ConoC:'�` �Tr 2' hi.. x 6' sr, c ..l tree I ` SHOWN ON PLANTING PLA.N(S). VIHEN DISCREPENCIES OCCUR BETWEEN THE PLANT AND PLANTING PLANS THE PLANS ARE TO OVERIDE THE PLANT LIST IN ALL CASES. 5 CONTRACTOR S'RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WORK. 6, ALL SHRUB AND GROUNDCOVER BEDS SHALL BE LAID OUT IN A UNIFORM AND CONSISTENT PATTERN; SET IN A PERPENDICULAR LINE WHEN, ABUTTING PAVEMENT OR BUILDINGS. � �L TREES AND PALMS TO BE S,AKED AND GUYED �S INDICATED ON DETAILS. T. a �-0 i V W m � o � �-Lu Lu n> ¢m W 0<oo0 Z5 JlpM I.A. z >3Wi W U LLI 0 (D . o5<_ Q P =<�mio kh =1 zm o- z <0 < GO zT o o a < J C;fJ2 Cr_ Iala'�an' 1G' l?'."� 1' Mol�.1,_',�Im uI-cj �,eoestencl 25 qal. 8'— 10, o.a. hi:. e; ,- r T� en, a CS enna surraten,is 0' ht. x 5' :pr. ��laucas Cassia 8. ALL PLANTING AREAS TO REGIEVE 3"LAYER OF GRADE B SHREDDED EUCALYPTUS MULCH, TOP OF MULCH SHALL BE 2i1 BELOW ANY ADJACENT PAVEMENT. erw L.ager;;troernia indict, 10' ht. x �, spr. Crape Myrtle 9. ALL PLANT MATERIAL TO BE BACKFILLED WITH 50% MUCK 50% SAND PLANTING MIXTURE. �'inus elliottii �' 8-- 10 ht. x � spr. a>r P;I•, 10. FERTILIZER SHALL BE APPLIED AS PER MANUFACTURERS RECOMMENDATIONS AS FOLLOWS.: SOD 8-8-5 Ouercus virl_airiana 2 ht. x 6 spr. Li Ook 2_`- c:ai. ANNUALS $ GROUNDCOVER 05M0007E -SIERRA BLEND ILi-14-14 SHRUBS, TREES, PALMS AGRIEORM 20-10-5 TABLETS °b u� SEE PROJECT SPECIFICATIONS FOR FDRT14ER INFORMATION ON FERTILIZATION. � F _I regia 2U clear trunk I'r, I rn ll, ALL 50D SHALL BE LAID ON 1" DEPTH OF TOPSOIL. Sy�a1'41� romrUnr,, g.w. matcher Imo, ALL EXISTING TREES TO REMAIN SHALL RECEIVE A. MIN. Queen Pcim 12" MULCH RING, 15 ALL MECHANICAL EQUIPTMENT SHALL BE SCREENED ON THREE SIDES WITH APPROVED HEDGE. 1 14 ALL TREES SHALL BE PLANTED AT LEAST 101 FROM OVERHEAD 03 :b U0 )P1 Sabal palmetto Clear trunk, as noted on plan Booted Saba! F Booted POWER LINES. 5. LANDSCAPE SHALL NOT OBSCURE FIRE HYDRANT NORCIS SPRINKLER/STANDPIPE WYES. 6 LANDSCAPE SHALL NOT OBSCURE SITE AND PARKING AREA LIGHTING. O @� V ® �N "--I a �� U y OP1 rr- lrpus erectus „ 30 ht. x `? spr., ?- o.c. �',":' Si /t:l UUonwood He-Jifje w� lea✓es touching O. C z `,i swamp Lily coma r r' RESERVED PLANTING INSTALLATION NOTES )' W •d a b Co A - Ficus benjantna � gal., ?_4 ht. x '�+ s>pr., o.c. a'.") _ - - IN 4' DIAMETER R SAUCER ICABLE SOD / MULCs LINE ADJACENT , I12 LC SPACING OF AD " n PLANT (I2" MIN) V I� - PRUNE/ITIE N IC FRONDS o ! „r -. ,Y- -- STRUCTURE, PAVEMENT, CURB, A ENCE, ETC_ WHERE APPLICABLE. WRAP TRUNK WITH BURLAP _ - GROUNDCOVEP. (12"-I8' OC TYP) 1 I CROWN ON SPECIES BATTENS TO WRAPPED TRUNK �D i. ALL DIMENSIONS'B' EQUAL. - WHERE EXISTING V �., 2"XA'Xb' WOOD STAKES - 3 MIN PER TREE MEDIUM 5VIRUB5 (24' OC TIP) 3" LAYER OF MULCH AS SPECIFIED u ; ALL DIMENSIONS 'C' EQUAL F. 11 � -WRAP TRUNK WITH BURLAP 4" IGN WATERING ER � o N G SAUCER L Ll 45 �, UOiIBLE BAND 3 MIN 2'X4° WOOD � Ab" DIAMETER IN SODDED AREAS L- , k - _ / T 1 � 3 //.' BATTENS TO WRAPPED TRUNK i�\4� LARGE SHRUBS 'D' E6" L TYP) � / 2'%4" WOOD KICKER STAKES � �i-� I' ALL DIMENSIONS 'D' EQUAL °C r - 2"X4"Xb' WOOD STAKES - 3 MIN PER TREE ,,,, BELOW FINISH GRADE PLAN / I FINI „ /` SH GRADE jj u / / i- 3" LAYER OF MULCH A5 SPECIFIED r �` - IXI5TING BUB-GRADE V 4' HIGH WATERING SAUCER / 45' • 24" DIAMETER IN SODDED AREAS _ _ ---- NTING SOIL BACKFILL C D V x MULCH a 1 FERTILIZER A5 SPECIFIED a A " F XA" WOOD KICKER STAKES AS LSPECIFIEDERMU BELOW FINISH GRADE PLANTING PITS TO BE 2X THE SIZE � — FINISH GRADE OF THE RIX7!'BALL. - _ -- FINISH GRADE IXISTING SUB -GRADE ^- LARGE TREE PLANTING DETAIL - - = PLANFING SOIL BACK iLL -- PLANTING SOIL BACKFILL r -- .._ l FERTILIZER AS SPECIFIED FERTILIZER^� --- ExIsnNG suB-GRADE PLANTING PITS T05 E 2XI THE 512E r PLANTING PITS TO BE 2X THE SIZE G Ti7y -F THE ROCT15AL.L. OF THE ROOTBALL. PALM PLANTING DETAIL SHRUB PLANTING DETAIL 3/4" RUBBER HOSE 910 GALVANIZED AIRE b' LONG METAL 7' POST _ ° 2 MIN FOR TREE5 UP TO 10 FT HT j 3 MIN ON TREES 10 - 16 FT HT exs Nc 3' LAYER OF MULCH AS SPECIFIED 4' NIGH WATERING SAUCER —� 48' DIAMETER IN SODDED AREAS \ -- FINISH GRADE _� . x ..oe.n w z x . t EXISTING SUB -GRADE y^ PLANTING 501L BACKFILL .-✓ t FERTILIZER AS SPECIFIED u � � en!amin Fi,- He B' d `��.. p AIM, r- O(� ;n Jtt s +> ,� r^en 3 gal., 24 ht. x 2 spr., 3� LI 00 07 17 ,A 492 North Andrews Avenue Fort Lauderdale FL 33301 Florida License Number LA 993 Fax 1cense Number phone 964/482-9794 -+ �liel.ri <, �_, L�W(-1 rfi - ++ ++ .� al. 9i G ht. x Spr. '•J ... ' + �)�0 Jana camas +, , ' � r gal., 1 d ht. x 18 spr., 1 3 o.c. - I �1 J_ YeI1W Le nta r—Ia a .; �. • y Llrlape Evergreen CjIant. ++ �)) ++ 1 gal., 12 oa., 12 o.�.., full /1 - 00 „ Evergreen r; an. pe - I C' rl D _ ' ' Sr� �_ _ � Ic,ratarrl r e ' panels, stagger ' 1 Solid ✓iee,u'-free panels, 1olr:tn, r (22 � ,_,j00 Seal ,' J nJ \ I'Iorida Licen Se No. 0000395 .. Cnntrac.or sh tall verify quantity Drawn J s F'rnject No. ! J� s07 00 CAD File No. 9 F 0) 1- 81_S _ PLANTER O T S T PIBE 2X THE SITE 4 . OF THE RC FS TO SMALL TREE PLANTING DETAIL I Date Drowirn, rla. TREE PROTECTION DETAIL L C3 2 PLANT MATERIAL SCHEDULE IPLANTING INSTALLATION DETAILS ryllr ' I J VOW" 7 A '-P.,-cL� ROTOR F'OP-F SPRINKLER R-50 ROTOR POP-UP SPRINiCL=R REMOTE Cr,`RC'- ._',,E 7 O -- I t _ i} RJ.N Mi'n r A69 di(• r wr r .a. ... r .. ,. :. I i« a i'i 1' p C. T Y4 I Y CC� b' POP-UP SPRAY SPRINKLER 17° POP-UP SPRAY SPRINKLER BUBBLER I RRIGATION NOTES L THE CONTRACTOR b lWdPCNSWE FOR ALL MATERIAL IS-aM® TO K E THE SYSTEM PNCrICN PROPERLY. ALL IR118HAT1OR SHALL BE INSTALLED N ACCORDANCE WITH MANFACTURERrS SPECIFICATIONS MD ALSO STATE AND/OR LOCAL CODES. 2. IRRIGATION PLANS ARE SCHEMATIC AND DRAW FOR G RAPED CLARITY. ALL PIPING SEL.OWI PAA MBIT N44LL BE SLEEVED. LAYOUT OF IRRIGATION SYSTEM SHALL BE COORDINATED WITH CORFESR?DKs LANDSCAPE PLAN 3. THE CONTRACTOR SHALL BE PWAPOI615LE FOR CONTACTING LOCAL UNDERGROUND? UTILITIES TO VERIFY LOCATIONS. THE CONTRACTOR 8HOL0 VISIT THE SITE PRIOR TO INSTALLATION AID BH.O'E FAMILIAR WITH EX16TWJ CONDITIONS. 4. VALVE LOCATIONS ARE 6C4EMTIC ONLY AND WILL BE ADJUSTED FOR SITE CODITICNS EACH VALVE SHALL BF METALLED N A AMETEK OR CARBON VALVE BOX. THE FLOW AD"TI'ENT FEATFE WILL BE ORD TO BALANCE PREWU E T ROJ HKVT THE SYSTEM. 5. PIPRG SWILL BE STIED TO MINIMIZE FRCTHON L066 AND MAINTAIN FLOW V£LOCITT BELOW 5 W'6. 6. THE IR UTION CONTROLLER SHALL BE 146TALLED N ACCORDANCE WArJ4 LOCAL CODES AND M,WFALTUNIR'6 RECCMENDATON6. PROPH[ dMOUNE IG EQxR'Qlr AND S IRGE PROTECTION 644kl BE PROVIDED. A RAN SENSOR SHALL ISE INSTALLED TO OVER -RIDE THE CONTROLLER T. ALL HEADS ON RSERS SHALL SE SET AT THE W-444T O AN?NAO3NT PLANT MATERIAL. A SPRIlOCLEIR LOCATIONS ADJACENT TO PAVH'BNT, 6TRICNPE6, FENCES, ETC. SHALL BE OFFSET A6 FO LWIY. 12' MN FOR POl MST HEADS, 16' FOR 6 4M R6616, 10' FOR ROTOR AEAD6, AND TYPICALLY 6 WET FOR ROTORS ALONG UNDAWD ROADWAYS 9. ALL 6LEEN ING SHALL Be eCH 40 PVC TO 611E Npi ATIED ON PLRµ OR F NDT F OICATED, A MR OF 2 PIPE SIE6 LARGER THAN O PPLY LIE CONTAINED. ALL SLEEVES SHALL I E MAIM AMR O 2P BELOW FKWW GARADE. IS. CONTROL WIRES SHALL BE UL APPROVED PE IRRIGATION CONTROL WIRE USE H GAGE CONTROL WIRE AND O GAGE GR aND LLUiE. WIRE SHALL BE BURL® AID ATTACHED TO THE MAN LIE N TRENCH OR T14RI000I4 WAR: SLEEVES AT PAVEMENT CROSSINGS 24' BELOW AN GRADE. ALL 8PLICFS SHALL ISE MADE WITH WATERPROOF OIECT-B RIAL SPLICE KTS AND CONTAINED N VALVE PDXES. T W EMRA CONTROL WIM SHALL BE N6TAI I M TO THE PARTEST VALVES N EACH DIRECTION FROM THE CONrROLLER. IL PPIG N NAIRICN PLANTING AREAS PARCNGG ISLANDS AND PLANERS SHALL BE SET TO ONE SIDE TO ALLOW ROOM FOR ROOT B 16. PIPE AS INDICATED ON FLAN 16 6LHEM ATIC AND 6WOLD BE AD"TED FC R FIELD CODITON6 U. ALL Ci F JOINTS SHELL Be CLEANED, 6AFDED, AID TREATED WITH A COLORED HIGH ETCH PREER AND JOINED USING A SOLVENT CONFOraMIG WITH ABTM D2564. 13. SYSTEM PIPE 617E N4' SHALL BE CLASS 200 PV'CM SYSTEM PIPE SIZE 1' OR GREATER SHALL BE CLAW We PVC. SYSTEM MAIN WILL BE SCE. 40 PVC TO SUE INDICATED ON PLAN ALL FRTI GA WILL BE SOLVENT HE 0 SC1440 PVC MAN LIE SHALL HAVE 24' MNMM COVERt ALL OTHER PP I NG WILL NAYS U' MN COVER ALL BACIMLL FOR PIPE TRENCES SHALL BE CLEAN 40 WEE OF FOREIGN DEBRIS AND SHARP OB&CTM BAL1ffLLED TREM:;WES SHALL BE PINT COMPACTED. ALL MAN LIES WILL BE N6TALLED A MR OF Y FROM ANY TREE Ole PALM H. AS -BUILT pRAW Ge SHALL eE PREPARED BT THE CONTRACTOR AND GIVEN TO THE OWNER PRIOR TO FINAL ACCEPTANC IE 6, UATEIR►NG TIME PEN STATION WILL BE DETERMINED N THE FIELD AND PER LOCAL TECWREEMS MS R TO MAFIFACTURE" N67YUCTCHIS FOR PRECIPRATION RATES OF SPIRIKLERD 81FECRED. 6. IRRIGATION SYSTEM TO PF17ADE WX COVERAGE WITH 50% OVERLAP MN M IRRIGATION PLANS ARE 5CHE1'IAM N NATURE LINES HTENDED TO BE PLACED N THE SNE TRENCH ARE SHOWN SEPARATELY FOR GRAPHIC CLARTY, 1 � I I f 1 fl t i \ ♦�9^ L----� r , - l I I F i I 1 I 1 1 A ' 1 i f 6 J \ D �____�_-__—---, .--_ i ---' I R r- - - - - - - - - - LA S / ' 1 IRRIGATION LEGEND ROTOR NERDS ®®® RAHBM R-10 POP -LIP ROTOR LEADS WITH THE FOLLOWING NOZ! ES, 23 - RILL CRCLE n - HALF 4 SORRIER CIRCLE v ®®® RA'NSIRD R-50 POP-UP ROTOR HEADS WATN THE FOLLOA43 NOM ES, be - KILL CIRCLE 30 - THREE-QTR. 4 HALF CIRCLE M - QUARTER C.IICLE 9999 -W ROTOR HEAD WITH THE FOLLOWING 4=26I 26 - PILL Cl B THm-ant W HALF cmnLE M OUAIRTER CICLE MIST F�-1C5 RAINBND Ir06 6' POP -GNP MT HEAD WITH THE FOLLOWING HOZZ ES (TAP DEIOTE6 W O' POP-UP MST HEAD) O O 0 0 B' eERE6 MOZak 000 O U' SE'RES NOZZLE ® ® 6 0 10' 8ERE6 NOLLE. Me ® ® 19 W SERE8 NOZ11E p 866T MT BUBBLER NOZZLES RA*RM BUISNA R NO= ON FDED ROM 3' ABOVE MMS14 GRADE AS FOLLOM SH-B R0 GPM Bdt-Sd4 5 GPI VALVES RMEIRD PEB 6LWNE6 ELECTRIC GLOBE VALVE 611E AS NOTED ON PLAN, N AMFTWC OR CARSON UNIS' VALVE BOX N X-U BRASS GATE VALVE, SAME SIZE A6 MAN LINE, N 6' 6CH 40 PVC COLLAR E)(TE bION AND VALVE BOX a FEND CONTROLLERS LOCATION RANBID ESP-6ER1E6 CONIROLLER5 5LEE,/E5 - KJMMW INCH 40 PYC OR RATED EQUAL CLAM. SLEEVES TO BE MIN 24'- MAX. 36' DEEP RISC YN� d�? LE1`Fa��U (/00' RQ,,?-1WAY) ------------------------------------------------------------------------------------------------------------- --- — - — - — - — - — - — - — - — - — - — - — - — - — - ROADPJC.5)--------------------------------------- ---------------- i ----------------------- CC a cr J d a} ® X O U W m Er w g z• dLo OJn o @� J (0 c)1L r� W UWF=v �—UW Z �YCOW V 9Z � z d 0 IL �' i z a Ire,— ---c' 42) J 0 i==4 1� O Oil b� co �w Z O O � Q a m1 Tf'11�11r IN 412 North Andrews Avenue Fort Lauderdale FL 3330E Florida License Number LA 393 Fax 954/462-0722 Phone 954/462-0704 Sea! 1 Flondc License No. 0000395 Drawn TI/ Project No 98039.00 CAD File No, 980391R2.D'WG, Date On;'30 99 Scale 1,/-40, 0" re EL. + 15-6 1" THICK (WHITE) Pe 12 — - - - — - - - - —' - — 42'-$" FLAT CEMENT ROOF TILE ON 90 0 .� T.O. ROOF STRUCT. MINERAL SURFACED ROLLED ROOFING 4 12 - 8" 41'-4" $" FELT TIN -TAGGED TO 5/8' "CDX' PLYWI 1" THICK (WHITE) 4 _ SHEATHING ON D MOD ROOF RED, FIAT CEMENT ROOF TILE ON 90 p - PRE-ENGINEERED PRE-MANUFACTURED, ROOF MINERAL SURFACED RO! LED ROOFING -- - -- - -- - - -- HOT MOPPED ON 2 LAYERS OF 30 _ __ 1� TRUSSES AT 24* O.C. FELT TIN -TAGGED TO 5/8' -CDX` PLYWOOD 12 ( I 'ICI` �� - - ENGINEERED APPROVED WOOD TRUSSES 0 24" O.C. - SHEATHING ON PRE -MANUFACTURED, I II II PRE-ENGINEERED WOOD ROOF - —� 4 •7 00 TRUSSES AT 24" O.C. I ALL TRUSS BRACING TO BE PLACED AS SHOWN ON TRUSS ENGINEERING. l I I I I I II 18 go. - 1" WADE GALV. STL. STRAP AT EA. TRUSS EMBEDDED 4" IN CONC. ' I TIE BEAM W/ HOOK. FASTEN STRAP R-30 8' OWN INSULATION TO TRUSS W/ (2) 16d NAILS, BEND _ — _ STRAP OVER TOP CORD AND FASTEN �SS BEARING W/ (1) 16d NAIL. 3 8"o,h. r + 8'-3 t 4" - — - -oll.. 2 X 8 P.T. WOOD FASCIA typ. ��jjTY�FjCAJJ v I I I TRUSS BEARING -- .."'� .- ..--_ -.. _. ____..- - - --- 26g0. GALV. MTL. 3/4" PORTLAND CEMENT 3/4" MIN. STUCCO ON C.B.S. DRIP EDGE I - STUCCO AN HIGH RIBBED PAINTFINISH P.T. 1 x 2 METAL LATHE ON 1/2" RESILIENT - (color to be selected by owner) ( TRUSSES AMON J $ FURRING CHANNELS AT 16"O.C. ` 2 x B FACIA I I 24° O.C. TYP. BLOCKING BY 'TYPICAL REINFORCED CONCRETE MONO COMMON ( )TRUSS MANUF. IIE BEAM. SEE STRUCTURAL TRUSSES AT m v `vENGINEERING DRAWINGS FOR 24" O.C. (TYP.) o I 5/8" STUCCO ON MTI. LATH SIZES AND RFINFORCINIG.Ln t I a oW/ 4"x24" ALUM. SCREEN - - - - — - - — - - EL. + O'-0' - VENT 0 48" D.C.Fn. floor SSE iO( ( I I o f 4'f'E S T ELEVATIONN O 1 3/4" (MIN.) STUCCO ON C.B.S. N F107° 4°x24" SCREEN ATTIC I o PAINT FINISH I VENTS AT 48" O.C. - n. ( color to be selected by owner) ao ( TYPICAL ) (2) #50 VERT. !N CONC. FILLED I JI --CELL W/ 12" HOOK 0 TIE BEAM (SEE FOUNDATION PLAN FOR ■� I OCATION) _____ EL. + 15'-6 T.O. ROOF STRUCT. ` I 12 -}-- 8" CONCRETE BLOC) WALL I 1" THICK (MITE) 4 I-- _ - (10 1 /2 COURSES MINERALCEMENT ROOF 11LE ON 90 / 00 MINERAL SURFACED ROLLED ROOFING HCT MOPPED ON 2-LAYERS OF 30 $ I I FELT TIN -_TAGGED TO 5/8" "CDX" PLYWOOD 12 SHEATHING ON PRE -MANUFACTURED, 4 v O 50 DOWEL IN FILLED CE�.L PRE-ENGINEERED WOOD ROOF - TRUSSES AT 24" O.C. I 1-1 I I�]I�ci(SEE FOUND PLAN FOP, :ACAT.ION) L.IIGa�Ii Lt 4'-4" 3$'-4" REINFORCED CONCRETE FLOOR SLAB. SEE STRUCTURAL DRAWINGS - 8" 7'-0" 27'-4" 7'-0" 8" 11 FOR ADDITIr1NAL INFf1RMATION. ------------_—_------_—_—_—_—_—_ EL. +8'-_31/4" REF. FIN. FLOOR - - TRUSS BEARING EL. 0 0'r ____ APPROX. GRADE p o o . 2 X 8 P.T. WOOD FASCIA typ• 8 G 4 -_ 3/4" (MIN.) STUCCO ON C.B.S. PAINT FINISH ROOF FRAMING PLAN SCALE : 1/8" = 1'-0" 102 TYPICAL WALL SECTION SCALE 3/4" = 1' (1'10.3 (color MI .) selected by owner) + 0 -0" EL. 1/2" DENSGLASS WALLBOARD ON - IIIIIIIIIIIJ ----- -— ---------- —� ----- - - 1 X 3 P.T. WOOD FURRING AT 41'-4 fln. floor 24" O.C. ON 8" C.M.U. 8" WALL TYPICAL 27'-4 1 2' 8" ll $ 6 81-9" 14 1/2" 8'-9" 12 6'-11" 4" 3'-4 „ 4� 4" 4" NORTH — NORTH ELEVATION 106 EL. + 1515=6" T.O. ROOF STRUCT. �' - -- - --- - - --- - - — 12 1" THICK (WHITE) 4 FLAT CEMENT ROOF TILE ON 90 If MINERAL SURFACED ROI-LED ROOFING - - HOT MOPPED ON 2-LAYERS OF 30 111 FELT TIN -TAGGED TO 5/8" 'CDX' PLYWOOD 12 SHEATHING ON PRE-MANJFACPJRFD, PRE-ENGINEERED WOOD ROOF 4 TRUSSES AT 24" O.C. 1 IIIIIIIIIII EL. + 8 -3 1 4" _ — _ — _ — - — - ON2INTENSGRIOR SIDE WALLBOARD 6GA, TRl15S PEARINO GALVANIZED METAL FURRING AT 24" O.C. (TYPICAL) L 2 X 8 P.T. WOOD FASCIA STUD WIDTH AS SHOWN �_- 3/4". (MIN.) STUCCO ON C.B.S PAINT FINISH (color t0 be selected by owner) C `r EL. + 0'-0' - .. fin. floor EAST �ELEVATION 105 � EL. +_75'-6" T.O. ROOF STRU_CT 12 FULL DEPTH OF STALL 1' THICK (WHITE) 4 (— FLAT CEMENT ROOF TILE ON 90 MINERAL SURFACED ROLLED ROOFING - SEATWALL HOT MOPPED ON 2-LAYERS OF 30 N FELT TIN -TAGGED TO 5/8' "CDX' PLYWOOD - -- "" -- 12 cV SHEATHING ON PRE -MANUFACTURED. I 4 PRE-ENGINEERED WOOD ROOF -1- ¢ SHOWER iq TPUSSFS AT 24' O.C. SEAT N 3 U Q .- TRI ISS BEARINn 15,E 8"o h. .�1 1(15 /2" DENSEGLASS ` 1! EACH SIDE OF NIZFD METAL STUD " CI C (TYPICAL) Ce 18" IB" CONDO W� - I drl CONTROLS oy AT 42' A F.F. r p. TYPICAL t y 2 X B P.T. WOOD FASCIA I '.\ scI FOLD DOWN SHOWER SEAT 7'-D" 1s'-$•, I HsH do xI 3/4" (MIN.) STUCCO ON C.B.S. TYPICAL OF 2. (18" A.F.F.) GRAB BAR DETAIL 1T-4" 1T-0" PAINT FINISH TYPICAL OF 2. (33" A.F.F., lot. - (color to be selected by owner) \ 411_4" 00 EL. + 0 NOTE M --D' drG {fin, Hoar--- GENERAL CONTRACTOR TO PROVIDE WATERPROOF EPDXY PAINT FINISH AT INTERIOR OF TOILET ROOMS. SOUTH EL.EVATIOn! __._._..-�.�.�,..r.�.�. 104 FLOOR PLAN (RESTROOM BUILDING SCALE : 1 /4" = 1'.-0'• �1111111111111111111111111111 IINIIII IIIIIIAillllllll■IIIIIIIIIIIIJIIIIIJNIIIIIIIIIIIIIIIAII■IAllllllllllllll1iI1111111111111111111NIN1111111111111111111111111 C FIN, I, ® C i I ■ ■ �T.�III � 00 cc r _ C ■ ■$AINNNINININIINIIINII■NNNIINNNI�. ■ i '� � � w 1 LA ER )A OF p ,LI � ��►� �—1111111111111111111111111111� N:�� ,. � rwc✓ i• IWA �T , _ � rflllllllllllllllllllllllllllllllllllllllllllllllllllll■1111111111 •• ? iumnum■I�IumNNlNnnnnNy11N1�1�mNil�lun� '. � iiaion III Set - 11-19-99 Bldg. Dept. Comments 1-004-00 l O iz M'10 M O N IL - no N ■ LL �a <LIT TO �aa v TO ■ � F X N uLLz z ■ �� O N M h- W k°m� NIT • �nw lil r 0 a zT0o K Q 0 d� W F_ U U. 0 f�1 W � A a uw W �> irM `Loo N Q J Co m AV h w Z5 v n , On -I C7g�'mI III z C, Z@ O 'i- a. 2 G z a C 4 ..1 Iwn by T.E.R. ;eked by 1..E.R. lie AS NOTED e 09 /08-99 no. 90413 1 no. 90413FP1.DW1 wine Aqu i .Of 9 revision Permit Set - 11-19-99 RESERVED I" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 0 MINERAL SURFACED ROLLED ROOnNG HOT MOPPED ON 2-LAYERS OF 30 / FELT TIN -TAGGED TO 5/8" "CDX" PLYWOOD _ - _ - _ _ SHEATHING ON PRE -MANUFACTURED, 12 12 - '-FT.O. ROOF STRUCT. PRE-ENGINEERED WOOD ROOF _ TRUSSES AT 24' O.C. 4 I- q 2 X 8 P.T. WOOD FASCIA h EL. +8'-3 1/4" V� 8"0.8"o.h. TRUSS BEARING typ. h. tyP. A A A -- --- - -- --- --- EL. + 0'-0" In. floor 3/4" (MIN.) STUCCO ON C.B.S. PAINT FINISH (color to be selected by owner) WEST ELEVATION SCALE : 1/4" - V-0" 1 206 I" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 A MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 ,}' FELT TIN -TAGGED TO 5/8" "CDX" PLYWOOD _____ EL. + SHEATHING ER PRE -MANUFACTURED, - - - PRESENGINEERED WOOD ROOF 12 92 T.O. ROOF STRUCT. TRUSSES AT 24" O.C. 4 r — 4 EL. +8'-3 1,/4" 8"o.hTRUSS BEABEARING. ` typ. B B ---- -- - - - - - fin. floor 3/4" (MIN.) STUCCO ON C.B.S. PAINT FINISH (color to be selected by owner) EAST ELEVATION 1" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 id MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 / FELT TIN -TAGGED TO 5/8" "COX" PLYWOOD SHEATHING ON PRE -MANUFACTURED, PRE-ENGINEERED WOOD ROOF TRUSSES AT 24' O.C. 8"o.h. typ. r PLASTIC LAMINATE PASS-THRU SERVICE COUNTER. COLOR TO BE SELECTED BY OWNER SOUTH ELEVATION 4"x24" SCREEN ATTIC VENTS AT 48" O.C. ( TYPICAL ) a I N 21'-4" 20'-0" C___7 nmTITIU TITITlrrm TTIFIITITI Nflmnr T1 - llW1W W1Wll lILllU llW1NJ LL __ ____ ____ ____ _____ _ - --- ---- ---- ---- ---- n Ea'l!F ii i' II€ = I IITIII I �I -I— II u�y IL _ii JL-- €__= J L lu ---- ---- MONO COMMON n G n TRUSSES AT 24" O.C. (TYP.) Li II Ld FC III il - nth IIw-� In I�-- I I �I Ira`--�I - u IoI =II III _ C � O_ G� 21 �- 1Y C� I} Vf d... I }-{I tom___ nC� �'p J---- I ICC II-- uF� In u ;I I I ICE I III I IL__I__,J I \ I II I -- wt� 1 u i---7E--- SCALE : 1/4" - V-0" 205 ROOF PLAN ( CONCESSION STAND NOTE : FIRE EXTINGUISHER TO BE LARSEN MODEL A MP6 ( U.L. RATING 3A-40B: C) BRACKET MOUNTED ( LARSEN OR EQUAL ) 92 — -12 - - FT.O. ROOF STRUCT. 4f �4 1" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 / MINERAL SURFACED ROLLED ROOFING—� HOT MOPPED ON 2-LAYERS OF 30 N FELT TIN -TAGGED TO 5/8" "CDX' PLYWOOD SHEATHING ON PRE -MANUFACTURED, 12 PRE-ENGINEERED WOOD ROOF r TRUSSES AT 24" O.C. 4 I 8"o.h. typ. 207 I NORTH ELEVATION / / \ x OIL EL. + 0'-0' d' flnfloor i0 3/4" (MIN.) STUCCO ON C.B.S. (colorAINT FINISH (color to be selected by owner) • SCALE : 1/4" = V-0" I 204 �EL._+11=7"__ i2 - YT,p. ROOF STRUCT. 4 2 X 8 P.T. WOOD FASCIA i, FI 4-W-3 1 /4" "+ EL.fin, floor 3/4" (MIN.) STUCCO ON C.B.S. PAIN'r FINISH (color to be selected by owner) 203 I LAYER OF DENSEGLASS WALLBOARD ON 1 X 3 P.T. WOOD FURRING STRIPS AT 24" O.C. ON 8" CMU WALL. 103 SCALE : 1/4" = 1'-0" 1 202 4: 1 205 20'-0" 9'-0" 11 0'-4" / 11 0 SODA/ICE III HAND IIII 3 C PA NT INK SINK 811 gG HOT DOill I IIII oY 6" o IIII 3'_9" e I ij I U o III POPCORN I ii I m ICI 812 IIII LLJ IIII 814 813 N Iiil m IIII SODA/ICE III 0 0 12" 206 SCALE : 1/4" = V-13" 1203 FLOOR PLAN ( CONCESSION STAND 1 LAYER OF DENSEGLASS WALLBOARD ON 3 5/8", A5 GA. GALVANIZED METAL FURRING AT 24" O.C. N 204 C4 SCALE : 1/4" = 1'-0" 1201 U oC4 Z 10 MO IL 0 n a W y^Q oLn 0: o ' W Q D a z LL Z U NmF W oa 5 1 Ln = 4 � a � U M d IJO ZO o � o 0 Q 0a0 CO F— J U U. IO F. cc LL ' Q I.L Y Q O CO 0 O o r= V D J lA ®� O Z UW M (0>< •<O0O O aeMi!r, " � 20" Z< _� ZA a. a. c a Q 5 drawn by T.E.R. checked by T.E.R. scale AS NOTED date 09/08-99 job no. 90413 cad no. 90413FP2.DWG drawing s2 //////�� of 9 MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 / — - — - - FELT TIN -TAGGED TO 5/8" "CDX" PLYWOOD t2 12 SHEATHING ON PRE -MANUFACTURED, PRE-ENGINEERED WOOD ROOF 4 i;,'. TRUSSES AT 24" O.C. 8"o.h. typ. EAST ELEVATION I" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 Y MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 / FELT TIN -TAGGED TO 5/8" "CDX" PLYWOOD 12 SHEATHING ON PRE -MANUFACTURED, PRE-ENGINEERED WOOD ROOF 4 F _' TRUSSES AT 24" O.C. I 8"o.h. typ. WEST ELEVATION *L _+ 11'-7" _ - YT.O, ROOF STRUCT. 2 X 8 P.T. WOOD FASCIA _ _ EL. +8'-3 1/4. TRUSS BEARING 8"o.h. typ. _ 1,EL. + 0'-_0 _ �fln. floor SCALE : 1/4" = V-0" 1 306 - .�EL_. _+ 11'-7" _ YT.O. ROOF STRUCT. 12 —14 2 X 8 P.T. WOOD FASCIA Ilk EL. +8'-3 1/4"_ ,- - — - — - TRUSS BEARING 8"o.h. typ. EL. + _—_—_—___—_— --- fln. floor I" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 111 MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 A FELT TIN -TAGGED TO 5/8" "CDX" PLYWOOD 12 SHEATHING ON PRE -MANUFACTURED, PRE-ENGINEERED WOOD ROOF 4 TRUSSES AT 24" O.C. /V' 8"o.h. typ. - SOUTH ELEVATION I" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 0 MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 # FELT TIN -TAGGED TO 5/8" "CDX" PLYWOOD 12 SHEATHING ON PRE -MANUFACTURED. I� PRE-ENGINEERED WOOD ROOF 4 TRUSSES AT 24" O.C. �' 8"o.h. typ. . 4"x24" SCREEN ATTIC VENTS AT 48" O.C. ( TYPICAL ) SCALE : 1/4" -1'—D" 1 305 1 ROOF PLAN (PAVILION) I I II I �l MONO COMMON TRUSSES AT II — 24" O.C. (TYP.) ull LLL)U3 Li a co / � I I =II 1 I I u w <' o II n I I III I 1 SCALE : 1/4" = 1'-0" 1302 306 E—L. _+ 1/'-7" _ _ 12 - T I•n. ROOF STRUCT. —,4 2 X 8 P.T. WOOD FASCIA _ _ EL. +8'-3 1/4" - — - - - — TRUSS BEARING 8"o.h. typ. - - -O I— — — — — — — — — — — — — — — — — — — — — — — . II II II II II II II II - fln. floor " I I I I II II II II II II II II A x II SCALE 1/4" = 1'-0" 3 0 �} I I cc II II II II 303 I I I I II II II II 12 - ROOF STRUCT. I I I I —�4 I I I I 2 X 8 P.T, WOOD FASCIA I I I II II _IK EL. +8'73 1/4" - - - — - — --KF TRUSS BEARING 8"o.h. tYP' 1 — — — — — — — — — — — — — — — — — — — — — — — t -0" 81 _ „ EL. + 0'-0 305 ----— -- -- — --' -fin. floor--'— RESERVED 307 NORTH ELEVATION SALE : 1/4" _ ,'-D" 1303 I FLOOR PLAN (PAVILION) SCALE : 1/4" = 1'-0" I 301 304 U �0 Z n1N I oG r O W a ova �W Z3 D F- W z LL Z � V N m W p F rn 0 ~ �fn0 _ aW Q O� N M � U h " a Z W O Q gaa 0 W F— J U � jaLi' I. Q cr Ix m O Z O UW M �L Oi <O0Lam. 1� Z Lo J Inv) .1 LL w W 0a A, U Op W C `� • n�0 �i O W Z < v an i 2 drawn by T.E.R. checked by T.E.R. scale AS NOTED date 09/08-99 job no. 90413 cad no. 90413FP3.DWG drawing A�3 of 9 C 1 0 a a Itl�lll ' IIII, Ill�lllil�ll 14'-5" I ELECT ICAL_ 8" CONCRETE BLOCK WALL MTH EXPOSED FINISH / CI1 60'-0" FILTRATION EC�UIPMENT 1—HOUR FIRE RATED DEMISING PARTITION CONSISTING OF 1 LAYER OF 5/8" TYPE "X" GYPSUM WALLBOARD EACH SIDE OF 25 GA. GALVANIZED METAL STUDS AT 24" O.C. FROM FLOOR SLAB TO UNDERSIDE OF DECK ABOVE (TYP. THIS SYM.) ( PROVIDE R-11 BATT INSULATION IN STUD CAVITY ) ( SEE DETAIL # 907 ) 8" CONCRETE BLOCK WALL EXPOSED FINISH (TYPICAL THIS SYMBOL) STEEL COLUMN IN WALL, SEE STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIOANL INFORMATION LOCKERS '° FIRST AID 8'—O" 4„ T (1„ 4" 15'-2" a LOUNGE 6,9 z Yam' 820 FE r -- -------- T E� M —+ 49'-4" 4 (� 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE OF 25 GA. GALVANIZED METAL STUD FRAMING AT 24" O.C.. PROVIDE R-4 BLOWN INSULATION IN FURRING CAVITY. ( TYPICAL THIS SYMBOL ) FLOOR PLAN SALE 1/4" = V-0" ADMINISTRATION BUILDING 402 8" CONCRETE BLOCK WALL tt 4" 2'-9" 0 I u 0 PROVIDE 1/2" DEI(NSEGLASSN WALLBOARD AT INTERIOR OF SHOWER STALL ©�� D I ( 81� � I m 2'-a" 6/ 4" --;b.J NWH jl 816, 815 0� �'�nl 1 1/2" GYPSUM WALLBOARD ON INTERIOR SIDE OF 25 GA. GALVANIZED METAL STUD FRAMING AT 24" O.C.. PROVIDE R-4 BLOWN INSULATION IN FURRING CAVITY. ( TYPICAL THIS SYMBOL ) 1 LAYER OF 1/2" GYPSUM WALLBOARD ON 1 X 3 P.T. WOOD FURRING STRIPS AT 24" O.C. ON B" CMU WALL PROVIDE R-4 BLOWN INSULATION IN FURRING CAVITY. ( TYPICAL THIS SYMBOL ) 0 0 I 0 N "I 8" X 12" FORMED AND POURED CONCRETE TIE COLUMN TYP. SEE STRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION 0 of 6'-0" 6" !MINIM FE 0 I 0 \ _J OFFICE #2 10'-10" STEEL COLUMN IN WALL. SEE STRUCTURAL ENGINEERING FOR ADDITIONAL INFO. FILES _ PROVIDE 1 LAYER OF 1/2" GYP WALLBOARD EACH SIDE OF 25 GA. GALVANIZED METAL STUDS AT 24" O.C.. PARTITION TO EXTEND FROM FINISHED FLOOR TO UNDERSIDE OF PROPOSED CEILING GRID ABOVE ( TYPICAL ) OFFICE #1 aa•-n" FILES — - 4 0 � -1 PLIES L— ADMISSIONS PROVIDE BRACKET MOUNTED FIRE EXTINGUISHER, LARSEN MODEL # MP6 OR APPROVED EQUAL ( U.L. RATING 3A-408: C) ( TYPICAL OF 2 ) 30'-0" 1" THICK (WHITE) FLAT CEMENT ROOF TILE ON 90 N MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2—LAYERS OF 30 to FELT TIN —TAGGED TO 5/8" "CDX" PLYWOOD SHEATHING ON PRE —MANUFACTURED, ------ PRE—ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. ENGINEERED APPROVED WOOD TRUSSES 0 24" O.C. ALL TRUSS BRACING TO BE PLACED AS SHOWN ON TRUSS ENGINEERING. 15 ga. — 1" WIDE GALV. STL. STRAP AT EA. TRUSS EMBEDDED 4' IN CONIC. TIE BEAM W/HOOK. FASTEN STRAP TO TRUSS W/ (2) 16d NAILS, BEND STRAP OVER TOP CORD AND FASTEN W/ (1) 16d NAIL. EL + 10'-3 1/4" TRUSS BEARING 26go. GALV. MTL. _ DRIP EDGE P.T. 1 x 2 2 x 8 FACIA 8" BLOCKING BY TRUSS MANUF. 5/8" STUCCO ON MTL. LATH W/ 4"x24" ALUM. SCREEN VENT 0 48" O.C. fj 3/4" (MIN.) STUCCO ON C.B.S. PAINT FINISH ( color to be selected by owner) FINISH FLOOR— LINE _ APPROX. GRADE TYPICAL WALL SECTION O — 3/4" PORTLAND CEMENT STUCCO ON HIGH RIBBED METAL LATHE ON 17/2" RESILIENT FURRING CHANNELS AT16"O. C. TYPICAL REINFORCED CONCRETE TIE BEAM. SEE STRUCTURAL ENGINEERING DRAWINGS FOR. SIZES AND REINFORCING. _ REF N. FLOOR EC a -a ACT/INSULATION WHERE OCCIJRS N INTERIOR WALL FINISH/INSULATION o AS SHOWN ON PLAN --(2) #50 VERT. IN CONC. FILLED CELL W/ 12 HOOK 0 TIE BEAM (SEE FOUNDATION PLAN FOR 8" CONCRETE BLOCK WALL. ( 13 1/2 COURSES ) - PDOWEL IN FILLED CELL E FOUND. PLAN FOR LOCATION) 0 REINFORCED CONCRETE FLOOR rz SLAB. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REF. FIN. FLOOR c - EL 0—O O SCALE ; 3/4" = j'--0" ! 401 revision Permit Set - 11-19-99 tj BIdg. Dept. Comments 1-04-00 IG> 0 (0°v 0 Z rro O F t) 0 r W Ln a LIJ 0Q 4 01 r Q 7 IL Z I` Z U N 0 F- in F � xinw E ld a 0 0 x era0 m Ir n 2 U W M V lx j ftM • a z to-j N a � cam D- P M W UWhUm A, (9 W • p�� z CDzm 21� � 4 A to a U a Q� Z L] 6 J drawn by T.E.R. checked by T.E.R. scale AS NOTED date 09/08-99 job no. 90413 cad no. 90413FP4.DWG I EL_+ 15'-10" _ _ _ _ _ T.O. ROOF STRUCT i — - 1" THICK ( WHITE ) FLAT CEMENT ROOF TILE ON 90 / MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 N FELT TIN -TAGGED TO 5/8" "C)X" PLYWOOD SHEATHING ON PRE -MANUFACTURED, PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" D.C. EL + 10'-3 114" _ _ _ TRUSS BEARING — EL_+ 0'-0" fln. Floor EL + 18'-4" T.O. ROOF STRUCT. 1" THICK ( WHITE ) FLAT CEMENT ROOF TILE ON 90 �I MINERAL SURFACED ROLLED RUNG HOT MOPPED ON 2-LAYERS OF 30 # FELT TIN -TAGGED TO 5/8" "CDX" PLYWOOD SHEATHING ON PRE -MANUFACTURED, PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. EL. + id-3 BE114" TRUSS ARING 8"o.h. typ. EL + 0'-0" 4____ Tn. floor EL_+ f 8'-4" TCT .O. ROOF STRU.� EL. + 10'-3 TRUSS BEARING ------------ 0 THICK ( WHITE ) FLAT CEMENT ROOF TILE ON 90 / MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 0 FELT TIN -TAGGED TO 5/8" `COX" PLYWOOD SHEATHING ON PRE -MANUFACTURED. PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. 8"o.h. typ. . EL + 0'-0_ fin. floor - — - — - EL + 15'-10" ______ T.O. ROOF STRUCT.� 1" THICK (WHITE ) FLAT CEMENT ROOF TILE ON 90 /t MINERAL SURFACED ROLLED ROOFING HOT MOPPED ON 2-LAYERS OF 30 / FELT TIN -TAGGED TO 5/8" "COX" PLYWOOD SHEATHING ON PRE -MANUFACTURED, PRE-ENGINEERED WOOD ROOF TRUSSES AT 24" O.C. EL. + 10'-3 114:jk- 12 4 r— ,101 '� 12 4r_ 12 a F— EL_ .+ 18''-4= T.O. ROOF STRUCT... EL + 14'-3" T.O. ROOF STRUCT 12 14 EL_+ 18'-4= T.O. ROOF STRUC_ T.0_ _ 12 T�1 4 EL. + 14'-3=��_ T.O. ROOF STRUCT. Y �/ --------------- 12 4 r- EL. + 14'-3_ T.O. ROOF STRUCT 12 -�4 EL. + 14'-3_ T.O. ROOF STRUCT • 3/4" (MIN.) STUCCO ON C.B.S. PAINT FINISH ' (color to be selected by owner) 12 4F 12 12 -14 it■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■\;44 12 Z �4 _ EL. + 15'-10" 12 - — - — - — - Y _T.O. ROOF STRUCT. r-T 14 EL. 4+ 15 -10_ - .0. ROOF STRUCI SOMME revision Permit Set — 11—i9-99 U 100 01 0 Z M �1 _ n0 LILT a W o0: val 5 m �Qz �z U 801F �m0 _nW a:In 4 Ix ff 11 U; W 01 FF U M �a 3 0 Q O0' a 0 d Irown by T.E.R. ;hecked by T.E.R. ;cale AS NOTED late 09/08-99 ob no. 90413 :ad no. 90413FP7.DWG rowing of 9 Lp NOTE : SHADED AREA REPRESENTS LOCATION OF 6", R-19 BATT INSULATION ABOVE SUSPENDED ACOUSTICAL CEILING TILE. revision Permit Set - 11-19-99 (MDP4 In 0 N M 0 W n od¢ W th � Sa? F—�z U SmF W �a°< 1— N _ S n W M"a U Z10 orc Q a c0i drawn by T.E.R. checked by T.E.R. scale AS NOTED date 09/07-99 Job no. 90413 cad no. 90413FP5.DWG drawing 69 M REFLECTED CEILING PLAN SCALE : 1/4" - 1'-0" 1601 A-6 of A t I II - I II I I n II n I I 1 I 1 1 I I I I 1 I I I I I I I I I I I I I I I 1 1 1 1 I 1 I I I I I I I I I I I I 1 I I I 1 I 1 1 I I I I I 1 I I I I I I t I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I 1 t I I 1 1 i 1 I I I I I I I I I I I fl 1 I I n I I I I 1 1 II I I I II -- — —_-- I I I 1 I 1 I 1 1 1 I I 1 1 1 1 1 I 1 I i I I I _ ______ I I I I I I I I I I I I I I 1 I 1 1 I 1 1 I u 1 I III__-•---- — -�I It �r n p I 1 I I I I I 1 1 1 RIDGE I I I 1 1 I 1 I I WI�------- 1 p — u p_ 1 �IIII111111111111111111111 I 1 1 1 1 I I I I I I 1 I I I 1 I 1 I I I d o I 1 I I I I I 1 I I I 1 1 I I I I I I .�,°I I I II Al IIf DE LADDER FRAMING OVER ROOF TRUSSES CAL THIS SYMBOL) 1 I — _ s l I111J1LLlLL I =-^� — =„ I I I I I I II — — — — HIP GIRDE , , � I} I -- I is i i 1 I , I If "Tp II II I I I III --- Cv I I I I 1 1 I W II ---- I ------ I _ a l =�= I II I I I I I I = 1 2 .0 1 -�IpII I 1 I n i I I I I I I II I( I I I I I I I cc II I I I I I I I II ---- II � I I I If If 1 n I I I I I I I 1 i 1111111111111 u I I I I I I I u I I I I ROOF FRAMING PLAN SCALE : 1/4" — V-0" 701 PROVIDE (TYPICAL HIP GIRDERl revision Permit Set — 11-19-99 S'th ro Z W co r� � �WppJJC J W � 0)MLL� asZ z a drawn by T.E.R. :hacked by T.E.R. scale AS NOTED Jots 09/07-99 bb no. 90413 :ad no. 90413FP6.DWG Irawing A-7 of 9 ,evision 3ermit Set - 11-19-99 11'-4" 0 ADMIN 0 o I 9'-1 1/2" ® WOMENS 8'-0" ® MENS V) w tFl �_=j r;� E24 w N g C 1=1A N N t 00 6°-8" 4" 1'-8" 4'-11"-- 4'-0" 3'-0" W1230 N W3630 W3615 I _ V� , MICRO— ' 0 01 1 WAVE � 00 a0 ❑ \ --- --� —--— o % M M DESK 71 TABLE I ` B 6 ,' REF. ro M a n II B12 18° SCALE: 1/4" _ ,'-o" $18 TOILE:T ROOM SCALE: 1/4" _ , -Q" $17 TOILET ROOM SCALE: 1/4" =1'-Q"1816 LOCKER ROOM SCALE: 1/4" _ ,'-Q" 820 FIRST AID / LOUNGE SCALE: 1/4" _ ,°-Q' 819 TOILET ROOM 9 4 1'-71'-8" 6'-1" 9'-4" 18'-4" 1 SODA SODA SODA MACHINE MACHINE \ MACHINE 3-COMPARTMENT SINK OPEN \ OPEN OPEN \ 0 �j o ,i�iQ- �� MOP \ 3-COMP. 00 ' HAND 00 � �"' \GF, SINK SINK ❑ 10 ro 18" _ 'p SCALE: 1/4" = 1'-0" $12 CONCESSIONS SCALE: 1/4" = 1'-0" 811 TOILET ROOM SCALE: 1/4" = 1'-0" $1 CONCESSIONS SCALE: 1/4" = V-Q" 814 CONCESSIONS SCALE: 1/4" - ,'-Q" 813 CONt,.ESSIONS NOTE NOTE : NOTE TOILET PARTITIONS TO BE 1" THICK WITH TOILET PARTITIONS TO BE 1" THICK WITH TOILET PARTITIONS TO BE PLASTIC LAMINATE VENEER.. COLOR BY OWNER, THICK WITH PLASTIC LAMINATE VENEER. COLOR BY OWNER, PLASTIC LAMINATE VENEER. COLOR BY OWNER, CEILING HUNG, SANTANA OR APPROVED EQUAL. CEILING HUNG, SANTANA OR APPROVED EQUAL. CEILING HUNG, SANTANA OR APPROVED EQUAL. 17,-81" 13'-3" 4 0 Cq o I it \\ \ \\ I o o \I \I \I I,' 0 /I /I to cq `ca I /i 0 I d N 00 a� 'N 0 I N I\\ I I\\ I I\\ I I\\ I vI vI vI vI A I 1 it /I it it LO N 2'-4" 3'-0" 3'-0" 3'-0" 4'-0" 18 3 -0 1" 1" 1" = = 1'-0" WOMENS ROOM SCALE: 1/4" _ ,'-D° 810 WOMENS ROOM SCALE: 1/4" _ ,' 809 WOMENS ROOM SCALE: 1/4" _ ,'-Q' $OS WOMENS ROOM SCALE: 1/4" 1'-0" 807 WOMENS ROOM SCALE: 1/4" 806 NOTE NOTE TOILET PARTITIONS TO BE 1" THICK WITH TOILET PARTITIONS TO BE 1" THICK WITH PLASTIC LAMINATE VENEER. COLOR BY OWNER, PLASTIC LAMINATE VENEER. COLOR BY OWNER, CEILING HUNG, SANTANA OR APPROVED EQUAL. CEILING HUNG, SANTANA OR APPROVED EQUAL. 6'-11" 6,-51„ 4'-11' 1'-8" 4„ III 0 N -F__T I---,I---7-T--� l i I i i l i K K K K LO A Iv Iv IA I I I I I I I I -L - - -1 - — cV 4'-0" 3'-0" 3'-0" 3' 0 0 I 1 1„ ' 3 N 3,-0„ 1" , 0„ 1" 3'-0" 1' 3, 0„ _ N 0---I--� ---- r �\ --T -- ---- 0\\ 0 I `01 0 00 I it I ii I �I I !I I �'� � � ❑ � of 0 �_ lL __ v N 2'-i1j" SCALE: 1/4" = 1'-O MENS ROOM SCALE: 1/4" = 1'-0"804MENS ROOM SCALE: 1/4" = 1'-0" 803 MENS ROOM SCALE: 1/4" = 1'-0" 802 MENS ROOM SCALE: 1/4" = 1'-0" 801 MENS ROOM1805' W N II 0 t IIN °V \\ O_ T�2 W F__ J U q< Q W a U o � m O Z V W 6-<Ov0 5 3: C14 e��va A, �0) W < So z O v an 2n�. J checked by T.E.R. scale AS NOTED date 09/07-99 Job no. 90413 cad no. 90413FP8.DWG Idrawing A-8 of 9 s �•� CONSTRUCTION TYPE: GYPSUM WALLBOARD, METAL STUDS. ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD OR VENEER BASE APPLIED AT RIGHT ANGLES OR PARALLEL TO EACH SIDE OF LOCATION WP 1200 3 5/8" METAL STUDS 24" O.C. WITH 1" TYPE S § DRYWALL SCREWS 8" O.C. TO VERTICAL EDGES AND 12" O.C. TO TOP AND BOTTOM RUNNERS AND INTERMEDIATE STUDS. STAGGER ALL VERTICAL €i AND HORIZONTAL JOINTS 24" O.C. EACH SIDE ^� AND OPPOSITE SIDES. (NLB) RESTROOM BUILDING CONCESSION STAND _............................ PAVILION THICKNESS: 4 7/8" LIMITING HEIGHT: 17'-3" APPROX. WEIGHT: 6 PSF FIRE TEST: FM WP-45, 6-19-68 OSU T-1770, 8/61 SOUND TEST: NGC 2385, 7-28-70 1-HOUR FIRE PARTITION NOT TO SCALE I 907 I 3" Track Read Sideroom Opening Width Minimum Required Sideroom Track Type 2" Track 3" Track Standard Lift 4-1/2" 6-1/2" :1f1 Low Headroom 9" loll Llft Clearance 4-1/2" 6-1/2" }'! Full Vertical 4-1/2" 6-1/2" OVERHEAD DOOR JAMB Sideroom x 2 NOT TO SCALE i 906 10 1/2" N E E 00 o ^ x E C.M.U. E �00 COUNTER TOP 0 I COIL SIDE C.M.U. SECTION SEE PLAN ASTRAGAL LIFT HANDLE COIL SIDE ELEVATION SHUTTER DETAILS NOT TO SCALE 1904 ADMIN. BUILDING WALLS NORTH SOUTH EAST WEST CEILING MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL FINISH MATERIAL HEIGHT FLOOR BASE MEN Dura—Quartz Blo—Pruff Bio 4" Vinyl y DenseGlass PAINT DenseGlass PAINT WOMEN 1/8" Dura—Quartz Bio-Pruff 4" Vin I y DenseGlass PAINT DenseGlass PAINT JANITOR 1 /—P urff Quartz 4" Vinyl DenseGlass PAINT DenseGlass PAINT HWH 1/8" Dura—Quartz Bio—Pruff 4" Vinyl y DenseGlass PAINT DenseGlass PAINT Bion Prurff Quartz 4" Vinyl DenseGlass PAINT DenseGlass PAINT EXP. CONC. N/A - - - - FILTRATION EQ. EXP. CONC. N/A C.M.U. EXP, C.M.U. EXP. ELECT. SWITCH GEAR EXP. CONC. N/A G.W.B. PAINT C.M.U. EXP. LOCKERS V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT LOUNGE V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT FIRST AID V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT TOILET RM V.C.T. 4" VINYL G.W.B. PAINT G,W.B. PAINT SHOWER CER. TILE CER. TILE DenseGlass PAINT DenseGlass PAINT TOILET RM V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT STORAGE V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT HALL V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT ADMISSIONS V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT OFFICE # 2 V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT SUPPLIES V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT OFFICE # 1 V.C.T. 4" VINYL G.W.B. PAINT G.W.B. PAINT FINISH SCHEDULE DenseGlass PAINT DenseGlass PAINT Painted Denseglass 8'-2" A.F.F. DenseGlass PAINT DenseGlass PAINT Painted Denseglass 8'-2" A.F.F. DenseGlass PAINT DenseGlass PAINT Painted Denseglass 8'-2" A.F.F. DenseGlass PAINT DenseGlass PAINT Painted Denseglass 8'-2" A.F.F. DenseGlass PAINT DenseGlass PAINT Painted Denseglass 8'-2" A.F.F. - - - - PAINTED G.W.B. 8°-2" A.F.F. G.W.B. PAINT C.M.U. EXP. PAINTED G.W.B. 10'-2" A.F.F. C.M.U. EXP. G.W.B. PAINT PAINTED G.W.B. 10'-2" A.F.F. G.W.B. PAINT G.W.B. PAINT 24x48 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 24x48 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 2448 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 24x48 A.C.T. 8'-0" A.F.F. DenseGlass PAINT DenseGlass PAINT Ptd. Gyp. Brd. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 2448 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 24x48 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 2448 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 24x48 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 24x48 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 2448 A.C.T. 8'-0" A.F.F. G.W.B. PAINT G.W.B. PAINT 24x48 A.C.T. 8'-0" A.F.F. FINISH NOTES 1. V.C.T. TO BE 12"x12"x1/8" ARMSTRONG OR EQUAL 2. A.C.T. TO BE 2448 ARMSTRONG OR EQUAL SQUARE EDGE. REMARKS WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT 2 COATS FLAT LATEX WALL PAINT TYP. 2 COATS FLAT LATEX WALL PAINT TYP. 2 COATS FLAT LATEX WALL PAINT TYP. WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT WATERPROOF 2-PART EPDXY PAINT THROUGHOUT 2 COATS FLAT LATEX WALL PAINT TYP. 2 COATS FLAT LATEX WALL PAINT TYP. 2 COATS FLAT LATEX WALL PAINT TYP. 2 COATS FLAT LATEX WALL PAINT TYP. 2 COATS FLAT LATEX WALL PAINT TYP. 2 COATS FLAT LATEX WALL PAINT TYP. SIZE HEAD MARK LOCATION HEIGHT WIDTH GLAZING FRAME HEIGHT FINISH REMARKS A CONCESSION BLDG. 4'-0" +/- 6'-0" - -- 7'-0" AFF PAINT COILING OVERHEAD STEEL SHUTTER, MANUAL OPERATION, SEE DETAIL # 904, PROVIDE DADE COUNTY PRODUCT APPROVAL B CONCESSION BLDG. 4'-0" +/- 4'-8'° - - 7'-0" AFF PAINT COILING OVERHEAD STEEL SHUTTER, MANUAL OPERATION, SEE DETAIL # 904, PROVIDE DADE COUNTY PRODUCT APPROVAL C ADMIN. OFFICE # 1 4'-0" 6'-4" 1/4" TINTED/TEMP. ALUM. 7'-0" AFF PAINT 2 EQUAL PANELS, PROVIDE DADE COUNTY PRODUCT APPROVED HURRICANE SHUTTERS D ADMIN. ADMISSIONS 4'-0" +/- 9'-4" 1/4" TINTED/TEMP. ALUM. 7'-0" AFF PAINT 3 EQUAL PANELS, PROVIDE DADE COUNTY PRODUCT APPROVED HURRICANE SHUTTERS E ADMIN. ADMISSIONS 4'-8" 48"x48" 1/4" TINTED/TEMP. ALUM. 7'-0" AFF PAINT 2 EQUAL PANELS, CORNER APPLICATION, BUTT GLAZED CORNER JOINTS, PROVIDE DADE COUNTY PRODUCT APPROVED HURRICANE SHUTTERS F ADMIN. ADMISSIONS 4'-0" +/- 7'-4" 1/4" TINTED/TEMP. ALUM. 7'-0" AFF PAINT 2 EQUAL PANELS, PROVIDE DADE COUNTY PRODUCT APPROVED HURRICANE SHUTTERS G ADMIN. ADMISSIONS 4'-0" 48" - - 7'-0" AFF PAINT COILING OVERHEAD STEEL DOOR, MANUAL OPERATION, SEE DETAIL # 906, PROVIDE DADE COUNTY PRODUCT APPROVAL H ADMIN. ADMISSIONS 4'-0" 1'-8" 1/4" TINTED/TEMP. ALUM. 7'-0" AFF PAINT PROVIDE DADE COUNTY PRODUCT APPROVED HURRICANE SHUTTERS WINDOW SCHEDULE 902 DOOR MARK LOCATION SIZE TYPE MATERIAL 1 RESTROOM BLDG. 3'-0" X 7'-0" X 1 3/4" FLUSH H. METAL 2 RR-HWH 2'-8" X 6'-8" X 1 3/4" FLUSH H. METAL 3 RR-JAN CLOSET 3'-0" X 6'-8" X 1 3/4" FLUSH H. METAL 4 CONCESSION STAND 3'-0" X 7'-0" X 1 3/4" FLUSH N, METAL 5 ADMIN. ENTRY 3'-0" X 7'-0" STOREFRONT GLASS/ALUM. 6 ADMIN. ENTRY 3'-0" X 7'-0" STOREFRONT GLASS/ALUM. 7 FILTRATION EQUIP. 10'-0" W X 8'-0" H COILING O.H. GALV: STEEL 8 FILTRATION EQUIP. 10'-0" W X 8'-0" H COILING O.H. GALV. STEEL 9 EL. SWITCHGEAR 3`-0" X 7'-0" X 1 3/4" FLUSH H. METAL 10 ADMIN. LOCKERS 3'-0" X 6'-8" 1 3/8" FLUSH H.C. WOOD 11 ADMIN. FIRST AID 3'-0" X 6'-8" X 1 3/8" FLUSH H.C. WOOD ADMIN. RESTROOM 3'-0" X 6'-8" X 1 3/8" FLUSH H.C. WOOD 12 13 ADMIN. FILTRATION 3'-0" X 6'-8" X 1 3/4" FLUSH H. METAL 14 ADMIN. STORAGE 4'-0" X 6'-8" BI-FOLD WOOD 15 ADMIN. RESTROOM 3'-0" X 6'-8" X 1 3/8" FLUSH H.C. WOOD 16 ADMIN. OFFICE # 2 3'-0" X 6'-8" X 1 3/8" FLUSH H,C. WOOD 17 ADMIN. SUPPLIES 5'-0" X 6'-8" BI-FOLD WOOD 18 ADMIN. OFFICE # 1 3'-0" X 6'-8" X 1 3/8" FLUSH H.C. WOOD NOTE : ALL EGRESS DOORS SHALL COMPLY WITH N.F.P.A. NOTE : HARDWARE TO BE LEVER STYLE TO COMPLY WITH NOTE : HARDWARE FINISH TO BE SATIN CHROME. 101-5-2.1.5. CURRENT A.D.A. REQUIREMENTS. DOOR / HARDWARE SCHEDULE FINISH PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT PAINT FRAME H. METAL H. METAL IMITAM_ 1 N. METAL WILli ALUM. H. METAL PRE -HUNG PRE -HUNG PRE -HUNG H. METAL H1a72 PRE -HUNG PRE -HUNG GYP.BRD, PRE -HUNG HARDWARE FINISH BUTTS PAINT 1 1/2 PR. PAINT 1 1/2 PR. PAINT 1 1/2 PR. PAINT 1 1/2 PR. PAINT OFFSET PIVOT PAINT OFFSET PIVOT PAINT 1 '1 /2 PR. PAINT - PAINT - PAINT - PAINT 1 -1/2 PR. PAINT - maim PAINT CLOSER SURF. MTD, SURF. MTD SURF. MTD SURF. MTD THRESHOLD ALUM. ALUM. ALUM. ALUM. ALUM. MARBLE UNW1, MARBLE LOCKSET KEYED DEADBOLT STOREROOM FUNCTION STOREROOM FUNCTION KEYED CYLINDRICAL CYLINDRICAL LOCKING HASP ON TRACK LOCKING HASP ON TRACK STOREROOM FUNCTION PASSAGE SET KEYED PRIVACY FUNCTION KEYED PRIVACY FUNCTION KEYED KEYED MISCELLANEOUS 4"06" PUSH PLATE & PULL BAR W/ INTERIOR THUMB LATCH W/ INTERIOR THUMB LATCH, PANIC HARDWARE, 1/4" TINT,TEMP. GLAZING W/ INTERIOR THUMB LATCH, PANIC HARDWARE, 1/4" TINT,TEMP. GLAZING MANUAL, CHAIN OPERATION MANUAL, CHAIN OPERATION CRASH CHAIN W/ INTERIOR THUMB LATCH W/ INTERIOR THUMB LATCH, 45 MIN. "C" LABE STANDARD PULL W/ INTERIOR THUMB LATCH STANDARD PULL W/ INTERIOR THUMB LATCH 901 revision Permit Set — 11-19-99 V, W_ U Q Q U. 10 U 0 UL Q 0 a o W V Q � _'^ V, Q 4 O 00 co� v� OD o <o o co F� JfnMrrj 83 <"' IS CD Y pj 2 o w am U 0 z a drawn by T.E.R. checked by T.E.R. scale AS NOTED date 09/07-99 Job no. 90413 cad no. 90413FP9.DWG drawing Am9 of 9 gn'—o" I — — — — — — ---------- IJ MF-1 LI I � I I I I I � .I I i I LL' I� I I ISOLATION JOINT TYP. MF-1 -- - - - - - - - - - - - - - - - - - ---- -� FOUNDATION. 1 st FL00 RESTROOM BUILDING TO ARCH'L FOR DRAINS AND riONS. (TYP.) 40TES: ❑* INDICATES AN ADDITIONAL #5 VERTICAL IN FILLED CELL.(UNO) t. FLOOR SHALL BE A 4" CONCRETE SLAB WITH OVER 6 MIL VAPOR BARRIER OVER COMPACTED SOIL. U.N.O. i. ELEVATION TOP OF FOOTINGS SHALL BE AS NOTED IN FTG. SCHED'L. k INDICATES RUNNING BOND — COMMON BLOCK >. INDICATES NONBEARING — REFER TO TYPE FOR PLACEMENT i. ALL WALLS REINFORCED WITH 1—#5 IN FILLED CELLS 0 48" O.C. FO U N DA1 PAVILION REFER TO CIVIL DRAWINGS FOR SLAB AND EQUIPMENT REFER TO ARCH'L FOR FLOOR DRAINS AND ELEVATIONS. (TYP.) REFER TO ARCH'L FOR LOCATION AND SIZE OF SHOWER DEPRESSION. PLAN 1 /4"=1'-O" NORTH 2 2 SECT. V 4 an Ta 0 w m 0 _!Lim QZp Z o Z O NI-W xzw 053 s►�:i FA FOOTING SCHEDULE MARK SIZE (W X D) REINFORCING REMARKS F-1 2'-6"x2'-6"x1'—O" 3—#5 EA. WAY T/FTG. EL. —1'-4" F-2 4'-0"x4'-0"x1'-6" 3—#5 EA. WAY TOP # BOTT. T/FTG. EL. —1'-4" MF-1 16"x16" 2—#5 CONT. T/FTG. EL. 0'-0" MF-2 18"x12" 2#5 CONT. T/FTG. EL. 0'-0" TE-1 8"x8" 1#5 CONT. T/FTG. EL. 0'-0- COLUMN SCHEDULE VERTICAL REINF'G COLUMN TIES OR COL. SIZE OR CAP R & BASE FL & A. REMARKS BOLTS BOLTS O 8"x12" 4#5 #308" O.C. O 12"x12" 4#6 #308" O.C. 3 4"x4"xY4"T.S. 8"x10"xY2"W/4--V4"0 0 0"x10"xY2"W//4-:Y4"0 A. BOLTS 12"LG. A. BOLTS 12"LG. O4 4"x4"xY4"T.S. 6"x12"xYz"W/4-Y'4"0 0"x10"x%"W//4-;Y4"0 A. 12"LG. SEE DETAIL 8 SHEET BOLTS BOLTS S5 COLUMN MARK LEGEND +,o•-o• = COLUMN BELOW WITH ELEVATION Q = COLUMN ABOVE = COLUMN BELOW = COLUMN ABOVE O = COLUMN THROUGH +,vo WITH ELEVATION ,r,�,, 4„ SHOWER PIT COLUMN PER SCHEDULE NOTE: ADD VERTICAL BARS REQUIRED EACH SIDE OF ALL MASONRY OPENINGS AND AT ALL CORNERS (TYP.) REINFORCED MASONRY DETAIL NOTE: PROVIDE 810x8" MASONRY OR CONCRETE LINTEL WITH 2#5 CONTINUOUS OVER OPENINGS OF 6'-0" LONG OR LESS WHEN NO BEAM IS SCHEDULED OTHERWISE. DOWELS SHALL BE SAME SIZE AND QUANTITY AS COL. REINFORCING FOOTING PER SCHEDULE ob T FTG. EL. SEE SCHED. 1 � DETAIL Cam? COL. TO FTG, N.T.S LAWRENCE DeROSE, P.E. REGISTERED ENGINEER I NO. 20169 MI`IT U �7Ff6EiDA revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 BLDG. DEPT. Q COMMENTS 1/4/00 SLAB QREVISION 1/24/00 RESTROOM QREVISION 3/13/00 W U co W e I QZ < 1" W s 111 <00 0 Q J�MLLn Z ' 3W N ze zcouj t �7 m ,o t� z� z9 Z a <o IL CC v CL 2 o a J drawn by JB checked by DBR scale AS SHOWN date 06/18/99 job no. 97034 cad no. 97034 drawing S-1 31.dwg 03-16-00 4:32PM SCALE: 0b-1/4"=12 DATE. DeRe wW S"y Job e- 97034 1 of 6 30'-0" I 0'-8" 4'-0" , . FOUNDATION PLAN NORTH ADMINISTRATION, FILTRATION BLDG. 6'-4" 0'-8" 5'-0" 9'-4„ 4'-0„ a N = LAG POUR AFTER 0 PANEL POURS o of I a 1- Z o W oW L7 m 71 -1 z00 PROVIDE 2 BASE VS - 0 TOP & BOTTOM OF BOLTS DO I 0 0 ILD OUT FOOTING c8" AT COLUMN 'ATIONS (TYP.) DETAIL 3/S2 S SHEET NOTES: 1. 0e INDICATES AN ADDITIONAL #5 VERTICAL IN FILLED CELL.(UNO) 2. FLOOR SHALL BE A 4" CONCRETE SLAB OVER 6 MIL VAPOR BARRIER OVER COMPACTED SOIL. U.N.O. 3. ELEVATION TOP OF FOOTINGS SHALL BE AS NOTED IN FOOTING SCHED'L. 4. VINDICATES RUNNING BOND — COMMON BLOCK 5. ALL WALLS REINFORCED NTH 1—#5 IN FILLED CELLS 0 48" O.C. 6. SEE SHEET S-1 FOR FOOTING AND COLUMN SCHEDULES. 7. S.J. INDICATES SAWCUT JOINT. 8. REFER TO CIVIL DRAWINGS FOR FLOOR DRAINS, SLOPES AND PIT LOCATIONS. WIDTH OF BASE PLATE(INCHES) DISTANCE BETWEEN BOLTS(INCHES) COL. & BASE PL. T AROUND TYP. SEC. @ COL. TO FTG. W418N . JOINT SEALER TYP. SEC. ® SLAB SAW CUT sommira FOOTING MF-1 SEE SCHED'L DETAIL a ffla BAR 16" 5„ :1 16" aCp8, c If iN7Du.- RAlALQi8a LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20189 STATE OF FLOFWA APR n 000 DA DeRoae and 8bpey Job r 87034 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 REVISION = U co :� �Z o W ®C co . <099 Z J W CO LL ►� Z > 3!W N W 0W Z Z CO W V z 00 W 0 a^ C 0 a. J drawn by JB checked by DBR scale AS SHOWN date 06/18/99 job 97034 cad no. 97034 Idrawing S-2 S2,dmg 01-28-00 2:33PM SCALE: 0'0-3/16"=12 �0 I I N C 8> 21'-4" 20'-0" O ► ► II i I II TYP © v j;l mI II I I it FBI CB-1, II FI ; I I ; I H II I I Ili I I� I II II I II I II II I ;I I I II II sa VPREENGINEERED PREMANUFACTURED WOOD TRUSSES 0 24" O.C. ROOF FRAMING PLAN CONCESSION BOOTH PREMANUFACTURED WOOD TRUSSES 0 24" O.C. ROOF FRAMING PLAN PAVILION S3.dwg 03-15-00 4:06PM SCALE: 0'0-1/4"=12 7 FA 3' 8'-0" 6'-8" 1 6'-8" i+1 ROOF UPLIFT PLAN I� .. • ROOF LOAD SCHED'L MARK GRAVITY LOAD UPLIFT LOAD ANCHOR 1280# 570# HUGHES TA 16 W/ 04-10D NAILS © 2375# 1550# HUGHES HTA 20 W/ 10-10D NAILS © 519# 393# HUGHES TA 16 W/ 3-10D NAILS A 8'-6" 25'-8" ROOF UPLIFT PLAN 8'-6. 0 I O A 0 I in ROOF LOAD SCHED'L MARK GRAVITY LOAD UPLIFT LOAD ANCHOR 2562# 1377# HUGHES HTA 16 W/ 10-10D NAILS © 3438# 2179# (2)HUGHES HTA 16 W/ 8-10D NAILS EA. © 5438# 3600# (2)HUGHES HTA 16 W/ 12-10D NAILS EA. 6590# 5223# HUGHES HHD 8/10A 519# 365# HUGHES TA 16 W/ 03-10D NAILS 0 I 0 0 I 0 02 42'-8" 41'-4" I I � T© � CB-4 I II I I I I I I I I I IE PREENGINEERED I _ PREMANUFACTURED WOOD TRUSSES 0 24' 0 N Q 0w a: VIPw jL- uJ z 3amw aaa� 7'— I I I I I LB_ 3 t___._J I MIS I I I I I I CM-3 -- � II M I I I I of TYP. ------- CB _4 I 1CB-1 r I I A❑ CB-4 38'-4" 27 —4„ ROOF FRAMING PLAN RESTROOM BUILDING Q - w 0.30 L, " " 0.30 L, OR L I 0.30 L OR Ls 0.30 Lx OR 14 L. GREATER "E" BAR Yz CANT. SPAN U C BAR " BA 1 (� A' GREATER f GREATER L ' 0.125 BOTTOM CONT. 0.125 0.125 8 TTOM BOTTOM L+ 6" MIN. T� "B" BAR 6'MIN. 6'MIN. Z•B" BARS CONT. TOP CONT. BARS 0.125 CANTILEVER SPAN DP� L2 L L, ONLY ASS REEQ STIRRUP LEGEND '1 3/0 = #3 OPEN NOTE: "D" BARS ARE TO BE USED AT BOTH ENDS OF A SPAN "C" UNLESS "0" "E" BARS 3/C = #3 CLOSED 2/H = HOOPS FROM ADJACENT SPAN ARE GREATER OR BARS OR BARS ARE REQUIRED. #2 BEAM SCHEDULE SI SIZE REINFORCING STEEL STIRRUPS FROM EACH MARK ( ZE ) ELEV. COLUMN FACE REMARKS CONT. BOTTOM CONT "C" b" "E" NUMBER d; SPACING I BA m= CB-1 806 8'-3Y4 2#6 2#6 #3/C 103" BAL.O 6" CB-2 8x16 10'-3Y4 2#5 2#5 #3/C 103" BAL.O 6- CB-3 18x111/4 8'-31/4 2#5 2#5 #3/C 4012" EA. END BAL.O 48" CB-4 8x16 8'-3Y4 2#5 2#5 #3/C 4012" EA. END BAL.O 48" CB-5 8x16 10'-31/4 2#5 2#5 #3/C 4012" EA. END BAL.O 48" MIN. 2" COVER O 0 I 0 TYP. o II 0 0 II L0 0 I II M 7'-0" 0 I LO 8" A tV LAWRENCE D•ROSE, P.E. REGISTERED ENGINEER NO. 20188 STATE OF FLORIDA APR 0 5 2000 DATE Ddka" end &obey Job f 97M revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 QBLDG. DEPT. COMMENTS 1/4/00 QRESTROOM REVISION 3/13/00 W� 0 V a � J w — a u V — a o� W aIL ♦♦AA VJ W O o I a- -S i } a� W 0 0 J 0 w aoi ZUi<0o Q J�Mfi^ W S 3w N VQ�VW p •C5W<W, J (9<10mW Z <2 < a J drawn by JB checked by DBR scale AS SHOWN date 06/18/99 job no. 97034 ca o. 97034 drawing S-3 3 of 6 0 I 0 cc C U QJ 45'-0" U U gH' --- 11 ROOF FRAMING PLAN ADMINISTRATION, FILTRATION BLDG. N TM * SEE SHEET S-3 FOR BEAM SCHEDULE 0 0 I 3'—( ROOF UPLIFT PLAN 18'-0" 6'-8" a0, 6'-8" �+ •ppps�:•O.p•0. NOTE: SEE PLAN FOR "A" DIMENSION ROOF LOAD SCHED'L MARK GRAVITY LOAD UPLIFT LOAD ANCHOR 0 2317# 2059# HUGHES HTA 20 W/ 14-10D NAILS © 1567# 935# HUGHES TA 16 W/ 6-10D NAILS © 1 1100# 812# HUGHES TA 16 W/ 5-10D NAILS Q 4570# 3218# HUGHES HTA 16 W/ 10-10D NAILS EA. 0 2973# 2154# HUGHES HTA 16 W/ 08-10D NAILS EA. ❑F 2663# 1864# HUGHES HTA 20 W/ 12-10D NAILS © 441# 1 478# HUGHES HTA 16 W/ 03-10D NAILS revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 BLDG. DEPT. QCOMMENTS 1/4/00 4 o80 a V W CO Rw u� �> ME co d J0)0)LLA V��VA Co •��W� -J z` 09 z� z z r� a drawn by JB checked by DBR scale AS SHOWN date 06/18/99 job po. 97034 no. 97034 drawing I 1� s4.dwg 01-28-00 2: 36PM SCALE: 0'0-3/16"=12 LAWRENCE DeROSE, P.E. REGISTERED ENGINEER NO. 20109 ffi f DATE• DeRme and Sopsy Job . 97034 S-4 4 of 6 W PLYWOOD ROOF REFER TO FASTENING W PLYWOOD ROOF DETAIL ON S6 REFER TO FASTENING HURRICANE STRAP DETAIL ON S6 SEE PLAN FOR HURRICANE STRAP UPLIFT CAPACITY SEE PLAN FOR REQUIRED UPLIFT CAPACITY n REQUIRED / TRUSS EL. +1U—Sv4r CONC. BEAM " OVERHANG (SEE PLAN) 8 SEE PLAN 8" CONC. BLOCK WALL W/VERT. REINF. IN CONC. FILLED CELL SEE PLAN FOR REINF. 3/4" RECESS-\ `4" CONC. SLAB 3/4" ON GRADE EL. U--U-- r x—x�x max GL. V —V FOOTING \\ FOOTING (SEE PLAN) Q (SEE PLAN) SECTION @ WALL SCAL&N.T.S. T BEAM EL.+8 —3ya n �CONC. BEAM II III SEE PLAN 8" CMU WALL SEE FDN PLAN FOR REINF SEE FDN PLAN NOTES FOR VERT WALL REINF o #4x2'-6" DWLS 0 48" OC WWF SEE FOUNDATION 0= SET IN 5/8"0 PRE —DRILLED HOLES W NOTES S-6 m EPDXY. (MIN 4 1 /2" 00 EMBEDMENT) FIN. FLR. 15 CONT W/ #3 S ® 36" OC 5 SECTION WOOD TRUSS CONC. BEAM (SEE PLAN) ,,-8"x8" MAS. BOND BEAM W/1#5 CONT. IN FILLED CELL. 8" CONC. BLOCK WALL W/VERT. REINF. IN CONC. FILLED CELL SEE PLAN FOR REINF. 4" CONC. SLAB /ON GRADE SECTION ® WALL 2" 4" 2" %" PLYWOOD ROOF REFER TO FASTENING DETAIL ON S6 HURRICANE STRAP HUHES TA 16 W/6-10D NAILS T BEAM EL. +10 —31 "I, 8" THK'N SLAB EDGE) (SEE PLAN) SECTION SCAL&N.T.S. TRUSS CONC. BEAM (SEE PLAN) " CONC. SLAB N GRADE Ie 2'-6" FIN. FLR. I I EL.+O —0 6"PVC WATERSTOP BEAM A 'LAN BOLTS iED'L mi SECTION ® COL. TO BEAM #4BARS®18" O.C. PROVIDE 2" 0 ALUMINUM SLEEVE FOR SAFETY RAIL. DOWELS ® 16" O.C. BARS @ 16" O.C. 14 BARS 8" O.C. fie" PLYWOOD ROOF REFER TO FASTENING DETAIL ON S6 HURRICANE STRAP SEE PLAN FOR UPLIFT CAPACITY REQUIRED T/BEAM 'L EL. +10'-3 3/4" GL. V —V FOOTING (SEE PLAN) r:3Y `tz11&Xy CONC. BEAM (SEE PLAN) 8" CONC. BLOCK WALL W/VERT. REINF. IN CONC. FILLED CELL SEE PLAN FOR REINF. 4" CONC. SLAB ON GRADE 4 SECTION @ WALL <4x4x,'e"xO'-6" LG.—,.,. -. v C, 6" PVC WATERSTOP Q #5 DOWELS 0 16" O.C. #5 BARS CAD 16" O.C. T SLAB OL SEE PLAN 00 0 0'-6" 0'-8"#4 BARS 18" O.C. SECTION ® WET WELL NOTE: PROVIDE MEMBRANE TYPE WATERPROOFING ON OUTSIDE FACE OF WALL. J � ' 2--Y4" O THRU BOLTS CAP W Y2"x6"x12" <4x4x�e'x0'-6" LG. DET. TOP OF COL. e�,a LAWRENCE`DeROSE, P.E. REGISTERED ENGINEER NO. 20169 STATE OF FLORIDA APR 0 5 2000 DATE DSFWSG aW &over Job . 97034 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 BLDG. DEPT. QCOMMENTS 1/4/00 RESTROOM QREVISION 3/13/00 W0 � }Q ca) J U. U a N a�W CO) Cr. � N i Q I i I � Z V w coo o Ir �Z c W W ME co •<00A a JaDwu.� W Owl d O • p9<� ma I' 0 ; Z< 1W Z- z <o Ja a i v c a J drawn by JB checked by DBR scale AS SHOWN date 06/18/99 job no. 97034 cad no, 97034 drawing S-5 5 of 6 s5.dwg 03-15-00 4:07PM SCALE: 0'0-1/2"=12 CONCIMM 1. ALL CONCRETE WORK IS DESIGNED ON THE BASIS OF "STRENGTH DESIGN" IN ACCORD WITH ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". ALL CONCRETE WORK SHALL BE CONSTRUCTED IN STRICT ACCORD WITH ACI 318. 2. CONCRETE WORK SHALL BE PROPORTIONED IN ACCORD WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 211.11, "RECOMMENDED PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL WEIGHT CONCRETE" TO PRODUCE THE FOLLOWING: MAX MAX MINIMUM LOCATION STRENGTH GE GGR. W/C CEMETT (PSI) (DAYS) SIZE RATIO (PER CU. YD.) FOUNDATIONS 3000 28 a9" .65 450 LBS. + SLAB ON GRADE 3000 28 N. .60 450 LBS. ELEVATED SLABS 3000 28 3'4. .60 450 LBS. AND BEAMS COLUMNS 3000 28 3'4" .60 450 LBS. FILLED CELLS 3000 28 ib" .60 560 LBS. COURSE GROUT + THE USE OF A SUPERPLASTICIZER IS ALLOWED BUT NOT REQUIRED. SHRINKAGE FOR THIS MIX SHALL BE LIMITED TO 0.035% AT 28 DAYS AS TESTED BY ASTM C157. (REFER TO NOTE 5 OF CONCRETE SLAB ON FILL) CONFLICTS. DESIGN MIXES SHALL MEET OR EXCEED EACH REQUIREMENT SPECIFIED. WHERE BOTH STRENGTH AND MAXIMUM WATER -CEMENT RATIO ARE SPECIFIED, THE MOST STRINGENT SHALL APPLY. FOR EXAMPLE, MAXIMUM WATER -CEMENT RATIO MIGHT RESULT IN A STRENGTH GREATER THAN THE MINIMUM SPECIFIED: LIKEWISE, A LOWER WATER -CEMENT RATIO THAN SPECIFIED MAY BE REQUIRED IN ORDER TO ACHIEVE THE REQUIRED STRENGTH. WATER/CEMENT RATIO. W/C RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS MATERIAL. IF NOT SHOWN ABOVE, W/C RATIO SHALL BE DETERMINED BY SUPPLIER BASED ON STRENGTH REQUIRE- MENTS. AIR CONTENT, ENTRAINED AIR IS NOT REQUIRED UNLESS SHOWN ABOVE. WHERE AIR CONTENT IS SPECIFIED AND CONCRETE IS BEING PUMPED, TESTING SHALL BE PERFORMED AT THE DISCHARGE END OF THE PUMP OR HOSE. TOLERANCE FOR AIR CONTENT SHALL BE + OR - 1 1 /2%. 3. CONCRETE SLUMP LIMITATIONS: 4" MINIMUM 6" MAXIMUM GROUT. 8" MAXIMUM 4. NO WATER SHALL BE ADDED TO THE CONCRETE MIX AT THE JOB SITE WITHOUT APPROVAL OF THE ENGINEER. 5. MAXIMUM AGGREGATE SIZE SHALL N INCH. ALL AGGREGATES SHALL CONFORM TO ASTM C-33. 6. ADMIXTURES MAY BE USED ONLY AFTER APPROVAL BY THE ENGINEER. 7. ALL CONCRETE TO BE PUMPED SHALL BE DESIGNED ACCORDINGLY AND SHALL COMPLY WITH C S LIMITATIONS STATED HEREIN ABOVE AND SLUMP WITH ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND AG 304, PLACING CONCRETE BY PUMPING METHODS COMMITTEE REPORT". e. A MINIMUM OF A 3 INCH INSIDE DIAMETER PUMP AND PIPE SHALL BE USED TO TRANSPORT CONCRETE. 9. ALL CONCRETE SHALL BE CONSOLIDATED THROUGH USE OF MECHANICAL VIBRATORS. 10. CONCRETE COVER FOR REINFORCING STEEL SHALL BE IN ACCORD WITH ACI 318, AND SHALL BE A MINIMUM AS FOLLOWS, U.N.O.: SLABS = Y4 BEAMS = 1 %" FORMED CONCRETE BELOW GRADE = 2" UNFORMED CONCRETE BELOW GRADE = 3" 11. TIE BEAM SIZES SHALL BE INCREASED AS REQUIRED FOR ARCHITECTURAL DETAILS OR TO FIT BLOCK COURSING (28" MAXIMUM) AND ADD 2#5 IF DROP EXCEEDS 8". 12. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS. 13. ALL STRUCTURAL CONCRETE IS TO BE CURED IN ACCORDANCE WITH ACI 318-83 SEC. 5.5. COMPOUND SHALL BE APPLIED THE SAME DAY AS THE POUR AND IMMEDIATELY UPON HARDENING WHEN WIND /HUMIDITY DICTATE. SPRAY COMPOUND WITH MINIMUM TWO PASSES AT PERPENDICULAR PLACEMENT. CONCRETE CYLINDER AND SLUMP TEST 1. AT LEAST ONE SET OF CYLINDERS SHALL BE PROVIDED FOR STRENGTH AND ONE SLUMP TEST PER POUR, OR MAXIMUM 50 CUBIC YARDS OF CONCRETE WHICHEVER IS LESS. 2. PROVIDE THE FOLLOWING TESTS FOR EACH POUR TO THIS ENGINEER: (A) ONE (1) SET OF FIVE (5) CYLINDERS. JBINE FOR 3 DAY TEST. ONE jl� F R 7 DAY D ONE SPRR28 DAY�TEST. (B) ONE SLUMP TEST. 3. AT LEAST TWO SETS OF TESTS ARE RECOMMENDED FOR COLUMN POURS. 1. HOLLOW MASONRY UNITS SHALL CONFORM TO ASTM C-90, TYPE 1, GRADE N, WITH A MINIMUM AVERAGE CONCRETE STRENGTH ON GROSS AREA OF 1000 P.S.I. (COMP STRENGTH ON NET AREA = Fm' = 2000 PSI). 2. MORTAR SHALL CONFORM TO ASTM C-476, TYPE "M" WITH A 28-DAY STRENGTH OF 2,500 PSI. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI AND CONFORM TO ASTM C-476. 3. LAY ALL MASONRY WITH FULL FACE HEAD JOINTS AND WITH FACE SHELL MORTAR BEDDING. 4. MASONRY ANCHORAGE TO SUPERSTRUCTURE SHALL BE PROVIDED IN ACCORDANCE WITH STRUCTURAL DRAWINGS AND DETAILS. 5. THE USE OF ADMIXTURES SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER. 6. VERTICAL REINFORCING: A ASTM A 615-60 PER REINFORCING SECTION. B WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL FOR ALIGNMENT, EVEN THOUGH IT IS AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. (C) VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE -QUARTER INCH FROM THE MASONRY. (D) VERTICAL REINFORCEMENT SHALL BE PROVIDED AT EACH SIDE OF OPENINGS IN WALL, AT WALL INTERSECTIONS, CORNERS AND ENDS. THIS REINFORCING SHALL BE THE SAME SIZE AS THE SCHEDULED WALL REINFORCING FOR THE PARTICULAR WALL BUT NEVER LESS THAN 1 #5 - UNLESS NOTED OTHERWISE. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY. 7. PROVIDE 16 GAUGE GALVANIZED MASONRY ANCHORS AT 16" O.C. VERT. FOR ALL MASONRY PLACED ADJACENT TO COLUMNS UNLESS NOTED. 8. TERMINATE ALL VERTICAL REINFORCING INTO HIGHEST CONCRETE OR MASONRY BEAM ABOVE AND PROVIDE HOOK BARS ENDS. 9. PROVIDE CORNER BARS AT ALL MASONRY BEAM INTERSECTIONS. BARS SHALL BE SAME SIZE AND QUANTITY AS BEAM REINFORCING, EXTENDING 18" IN BOTH DIRECTIONS. 10. PROVIDE %"0 WIRE REINFORCING - LADDER TYPE IN ALL WALLS, 16" O.C. VERTICAL IN 8" BLOCK. 11. WALL DESIGN IS BASED UPON ACI 530-88 / ASCE 5-88 AND SPECIFICALLY THE ELASTIC ANALYSIS SECTIONS. 12. MASONRY SHALL BE CHECKED FOR COMPRESSIVE STRENGTH BASED ON THE PRISM TEST METHOD AS MODIFIED IN CONFORMANCE WITH ACI 530.1-88 ART. 1.6.3.2. PROVIDE A SINGLE TEST SET OF THREE (3) PRISMS FOR EACH 5000 SQUARE FEET OF MASONRY. ONE TEST SHALL BE PERFORMED PRIOR TO CONSTRUCTION. 13. MASONRY SHALL BE FILLED WITH COURSE GROUT TYPE AND TESTED AS STATED IN THE CONCRETE CYLINDER NOTES. s6.dwg 01-04-00 2:13PM SCALE: 0'0-1/4"=12 FOUNDATION AND CONCRETE SLAB ON FILL 1. ALL SLABS ON FILL SHALL BE PLACED ON CLEAN, NON -ORGANIC FILL. 2. FILL SHALL BE THOROUGHLY MOISTENED IMMEDIATELY BEFORE CONCRETE IS PLACED AS DESCRIBED BELOW. 3. COLUMNS, WALLS OR ANY OTHER STRUCTURAL MEMBER PENETRATING SLABS ON FILL SHALL BE ISOLATED BY PREMOLDED JOINT FILLER, TYPE 1. 4. SLABS SHALL BE SAWCUT, DAY OF POUR, IN A "CHECKERBOARD PATTERN% EACH SEGMENT OF WHICH SHALL AS SHOWN ON PLAN. 5. ALL SLABS ON GRADE SHALL BE REINFORCED WITH FIBRILLATED POLYPROPYLENE FIBERS IN THE CONCRETE MIX AT A PROPORTION OF 11§ POUNDS PER CUBIC YARD. ALTERNATIVELY, REINFORCE WITH WELDED WIRE FABRIC 6X6-W1.4XW1.4. 6. CENTER ALL FOOTINGS ON WALLS, PIER, OR COLUMN ABOVE, UNLESS OTHERWISE INDICATED. 7. ALL PLATES, ANGLES AND MISCELLANEOUS METAL ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE SECURELY AND ACCURATELY FASTENED TO THE CONCRETE FORM WORK BY A MINIMUM OF TWO (2) FASTENERS PRIOR TO CONCRETE PLACEMENT. 8. THE FOUNDATION SHALL BE PREPARED TO PERFORM WITH A SAFE SOIL BEARING CAPACITY OF 2500 PSF. THE PREPARATION MUST COMPLY WITH THE GEOTECHNICAL INVESTIGATION REPORT SUBMITTED BY WINGERTER LABORATORIES INC. ORDER #292 DATED MAY 4, 1999 VERIFY THAT PREPARATION IS SATISFACTORY TO OBTAIN THE REQUIRED BEARING VALUE WITH MINIMAL DIFFERENTIAL SETTLEMENT. CERTIFICATION SHALL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER & SHALL BE PROVIDED TO CONSULTANT PRIOR TO BEGINNING FOUNDATION WORK. 9. SLAB SHALL BE CAST ON 6 MIL VISQUEEN. 10. FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12" AND COMPACTED TO 98% MODIFIED PROCTOR (ASTM D 1557, LATEST EDITION) AT OPTIMUM MOISTURE CONTENT WITHIN A DISTANCE OF 5'-0" BEYOND ALL FOOTING EDGES. AT LEAST ONE FIELD DENSITY TEST SHALL BE PERFORMED FOR EACH 2500 SQUARE FEET OF AREA. DENSITY TESTS ARE TO BE MADE 12" BELOW THE COMPACTED SURFACE. RESULTS OF PROCTOR TEST(S) SHALL BE FURNISHED TO THIS ENGINEER. 11. ALL EXTERIOR CONCRETE SURFACES SHALL HAVE A LIGHT BROOM FINISH AND ALL INTERIOR SURFACES SHALL HAVE A SMOOTH TROWEL FINISH. REFER TO ARCHITECTURAL DRAWINGS FOR SUPPLEMENTAL CONCRETE FINISHES FOR HARD FLOORING COMPATABILITY. 12. ALL GARAGE AND MAINTAINANCE AREA SLABS SHALL BE PROPERLY PREPARED FOR SEALING AFTER ERECTION OF UPPER FLOORS INCLUDING REMOVAL OF CURING COMPOUND. SEAL SLABS WITH "INDUSTRIAL CONCRETE SEALER" BY THE BURKE COMPANY. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL COMPLY WITH ASTM A-615, A-616, AND/OR, A-617. 2. ALL REINFORCING STEEL SHALL BE GRADE 60,(60.0 K.S.I. YEILD STRENGTH). 3. ALL REINFORCEMENT SPLICES SHALL BE IN ACCORD WITH ACI 318 FOR "STRENGTH DESIGN". 4. PLACEMENT DRAWINGS AND BAR LISTS SHALL CONFORM WITH ACI 318, "MANUAL FOR STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES". ALL SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW. (ONE PAPER SEPIA AND ONE PRINT OF EACH DRAWING.) 5. DETAILS FOR CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCEMENT STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", UNLESS OTHERWISE INDICATED. 6. ALL WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE AWS D12.1. 7. ALL REINFORCEMENT STEEL SHALL BE ACCURATELY PLACED, RIGIDLY SUPPORTED, AND FIRMLY TIED IN PLACE WITH BAR SUPPORTS AND SPACERS, IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND ACI 318. 8. ALL REINFORCING STEEL SHALL BE ASSEMBLED AS CAGES OR MATS, WITH BARS EQUALLY SPACED AND TIED TOGETHER AT EACH INTERSECTION BEFORE CONCRETE IS PLACED. 9. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185-68, AND BE LOCATED IN THE CENTER OF DEPTH. 10. ALL ACCESSORIES SHALL HAVE UPTURNED LEGS AND BE PLASTIC DIPPED AFTER FABRICATION, ACCESSORIES FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI CURRENT EDITION. 11. SUPPORT BARS SHALL NOT BE SPACED MORE THAN V-0" C/C. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN V-6" PAST OUTERMOST CHAIR OR SUPPORT BAR. 12. A MINIMUM OF 3 INDIVIDUAL HIGH CHAIRS FOR EACH SUPPORT BAR SHALL BE PROVIDED FOR TOP REINFORCING. 13. SPACER TIES SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL SUCH THAT 2' MINIMUM CLEARANCE IS MAINTAINED UNLESS OTHERWISE NOTED ON PLANS. 14. HOOK ALL COLUMN VERTICAL REINFORCING INTO SLAB/BEAM ABOVE WHERE COLUMN TERMINATES. 15. PROVIDE CORNER BARS AT ALL CONCRETE TIE BEAM INTERSECTIONS. BARS SHALL BE SAME SIZE AND QUANTITY AS BEAM REINFORCING, EXTENDING 30" IN BOTH DIRECTIONS. fir+ A im 1. PLYWOOD PANELS: a. FACTORY -MARK EACH CONSTRUCTION PANEL WITH APA TRADEMARK EVIDENCING COMPLIANCE WITH GRADE REQUIREMENTS. b. INSTALL PANELS WITH FACE GRAIN PERPENDICULAR TO THE SUPPORTING MEMBERS. 2. WOOD TRUSSES: a. SUBMIT CALCULATIONS AND SHOP DRAWINGS FOR WOOD TRUSSES AND THEIR CONNECTIONS SEALED BY AN ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION. REVIEW OF CALCULATIONS AND SHOP DRAWINGS SHALL BE FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS WITH REGARDS TO TRUSS CONFIGURATION, SUPPLIERS BASIC APPLICATION OF DESIGN LOADS AND DETAILS. b. SHOP DRAWING SUBMISSIONS SHALL INDICATE THE FOLLOWING: - THE SPECIES AND GRADE OF WOOD MATERIAL USED. - TRUSS CONFIGURATION SHOWING DIMENSIONS AND COORDINATED WITH THE OTHER BUILDING TRADES. - ALL LOADINGS, UNIFORM AND CONCENTRATED. - LOADS AND STRESSES IN EACH MEMBER AND OVERALL TRUSS LIVE AND TOTAL LOAD DEFLECTIONS. - CONNECTION DESIGN REACTIONS. - TRUSS REACTIONS TO THE SUPPORT STRUCTURE. - ALL REQUIRED ERECTION AND PERMANENT LATERAL BRACING. c. PROPER ERECTION BRACING SHALL BE INSTALLED TO HOLD THE TRUSSES TRUE AND PLUMB AND IN SAFE CONDITION UNTIL PERMANENT TRUSS BRACING AND BRIDGING CAN BE SOLIDLY NAILED IN PLACE TO FORM A STRUCTURALLY SOUND FRAMING SYSTEM. ALL ERECTION AND PERMANENT LATERAL BRACING SHALL BE INSTALLED AND ALL COMPONENTS PERMANENTLY FASTENED BEFORE THE APPLICATION OF ANY LOADS. LAP SPLICE SCHEDULE BAR SIZE LAP LENGTH 14 16" #5 20" #6 25" #7 34" #8 45" #9 57" DESIGN LOADS FOR THE PROJECT AS FOLLOWS: MAIN FRAME SYSTEM WIND LOADS: BASIC WIND SPEED = 110 MPH. STRUCTURE WIND IMPORTANCE FACTOR = 1.05 SITE WIND EXPOSURE = C WIND DESIGN PRESSURE qh AT ROOF LEVEL = 27.3 PSF CRITICAL COMPONENT FRAMING WIND LOADS: (SEE PLAN FOR "A" DIM.) AREA H < 60' COMPONENT 20 50 100 200 WALL FIELD +44 -45 +41 -44 +39 -41 +37 -38 WALL CORNER +44 -56 +41 -51 +39 -46 +39 -42 ROOF FIELD -81 -70 -61 -61 ROOF EDGE -41 1-38 -37 -37 ROOF CORNER -81 -70 1 -61 -61 GRAVITY LOADS: ROOF LIVE = 20 PSF DEAD = 40 PSF TOTAL (L+D) = 60 PSF STRUC1llRM. STEEL 1. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM WITH THE REQUIREMENTS OF THE "AISC'S SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS', LATEST EDITION. 2. STRUCTURAL STEEL PLACEMENT DRAWINGS AND MATERIAL LISTS SHALL CONFORM TO AISC'S "STRUCTURAL STEEL DETAILING", LATEST EDITION. SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A REGISTERED ENGINEER AND SUBMITTED FOR REVIEW PRIOR TO FABRICATION. (ONE PAPER SEPIA AND ONE PRINT OF EACH DRAWING). 3. ALL STRUCTURAL STEEL MEMBERS AND MISC. METALS SHALL CONFORM WITH ASTM A-36 UNLESS OTHERWISE NOTED. 4. ALL CONNECTIONS SHALL BE WELDED IN ACCORDANCE WITH AWS D1.1, "STRUCTURAL WELDING CODE" USE E70XX ELECTRODE. ALL WELDERS TO BE CERTIFIED BY AWS. GENERAL STRUCTURAL M010 1. READ STRUCTURAL DRAWINGS IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND OTHER CONTRACT DOCUMENTS. 2. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR EXACT LOCATION OF PITS, DEPRESSIONS, TRENCHES, AND ROOF MOUNTED OR JOISTS SUSPENDED UNITS. 3. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT ALL CONSTRUCTION LOADS. 4. A MINIMUM OF ONE FIELD OBSERVATION BY THE ENGINEER OF RECORD IS REQUIRED NEAR THE COMPLETION OF THE BUILDING STRUCTURE AND PRIOR TO OCCUPANCY, FOR DETERMINING GENERAL PERFORMANCE OF THE DESIGN. ADDITIONAL OBSERVATIONS SHALL BE ARRANGED AS DESCRIBED IN NOTE #5 BELOW. 5. NO LATER THAN 24 HOURS IN ADVANCE, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO OBSERVE THE WORK AS REQUIRED BY OWNER TO BE DETERMINED AT PRE -CONSTRUCTION MEETINGS. INDICATES 8d NAIL, 6" O.C. AT EDGES,AND 6" O.C. INTERMEDIATE, AT ALL ROOF PERIMETER EDGES NAILING SHALL AT 4"O.C. 110 P.S.F. UPLIFT NOTE: ROOF SHEATING SHALL HAVE AN EXPOSURE 1 RATING, MIN. 5/8" INCHES THICK, AND HAVE A 32/16 PANEL I.D. INDEX GRADED C-C OR C-D. USE 4'-ONW-0" SHEETING PANELS AS MUCH AS POSSIBLE 2'-0" x 4'-0" MIN SIZE OF PLYWOOD SHEET. F LONG DIM OF PLYWOOD SHALL RUN ACROSS JOISTS OR RAFTERS. NAILS SHALL HAVE MIN 3/8" EDGE DISTANCE AND SHALL NOT BE OVER -DRIVEN THRU OUTERPLY. PROVIDE (1) SHEATHING CLIP BETWEEN EACH ROOF JOISTS DECK ATTACHMENT DETAIL LAWRE14CE DBROSE, P.E. REGISTERED ENGINEER NO. 20100 TATE OF FLORIDA APR_0 5 2000. DATE. D.Ro oM Soper Job « 970U revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 QBLDG. DEPT. COMMENTS 1/4/00 29 J 2 m Vco w O 00 ® m R W O> •<w-JN 00 z �z J 000 53w=a IL P w Vmt"Oa At Z •z�Us* °Da r g< Zv OD Z 2 0 Z� <O _j !g < 9L Am pkvV a O O. z J drawn by JB checked by DBR scale AS SHOWN date 06/18/99 job no. 97034 s d- fm. 97034 drawing S-6 6 of 6 AIR DISTRIBUTION SCHEDULE SYMBOL USE TYPE SIZE AND ACCESSORIES MFGR. MODEL No. Ot O/A LOUVER 18"Wx12"H EXTRUDED RUSKIN ALUMINUM LOUVER ELF 6375DXD 2e SUPPLY CEILING ALUMINUM, 10" DIAMETER TITUS DIFFUSER 24x24 MODULE, W1 DAMPER PAS -AA e SUPPLY CEILING ALUMINUM, 8" DIAMETER TITUS DIFFUSER 24x24 MODULE, W DAMPER PAS -AA 4e SUPPLY CEILING ALUMINUM, 10x10 NECK TITUS DIFFUSER 24x24 MODULE, W1 DAMPER PAS -AA e SUPPLY CEILING ALUMINUM, 6" DIAMETER TITUS DIFFUSER 24x24 MODULE, W1 DAMPER PAS -AA X SUPPLY CEILING ALUMINUM, 6x6 TITUS GRILLE W DAMPER 301-FS 07 RETURN CEILING ALUMINUM, 1Ox10 NECK TITUS GRILLE 24x24 MODULE PAR -AA 8O RETURN CEILING ALUMINUM, 8x8 NECK TITUS GRILLE 2424 MODULE PAR -AA 09 RETURN CEILING ALUMINUM, 8x8 NECK TITUS GRILLE 24x24 MODULE PAR -AA 10 EXHAUST GRILLE ALUMINUM, 14x6 TITUS W DAMPER 300-FS 11 8 O/A GRILLE ALUMINUM, 12x8 TITUS W DAMPER 301-FS 12 RETURN GRILLE ALUMINUM, 12X12 TITUS W DAMPER 301-FS DOUBLE LINE A/C SYMBOL LEGEND SINGLE LINE zD x 12 DUCT.(1ST. DIMENSION, SIDE SHO 2ND. DIMENSION, SIDE NOT SHOWN ACOUSTICAL LINING (DUCT DIMENSIONS FOR NET FREE AREA) DIRECTION OF FLOW ® DUCT SECTION UP OR DOWN (SUPPLY) DUCT SECTION UP OR DOWN OR(RETURN) ((EXHAUST LTRTI INCLINER DIRECTION OF DROP FLOW. TRANSITIONS F.O.T.: FLAT ON TOP F.O.B.: FLAT ON BOTTOM STANDARD BRANCH FOR SUPPLY & RETURN (ENO SPLITER) SPUTTER DAMPER v 7 VOLUME DAMPER (MANUAL OPERATION) L UTOMATIC DAMPERS I al MOTOR OPERATED) y +MOD. SEC. MOD, AD AP ACCESS DOOR (AD)) AD AP f'-'�-� ACCESS PANEL (AP) �3--■r AD �--� FIRE DAMPER i AP IN VERTICAL DUCT / IN HORIZONTAL DUCT SMOKE DAMPER & RADIANT DAMPER .19 An DYNAMIC MOTORIZED DAMPER BDD BACK DRAFT DAMPER 19 CEILING DIFFUSER, SQUARE CEILING DIFFUSER, RECTANGULAR CEILING DIFFUSER, ROUND SMOKE DETECTOR, DUCT MOUNTED Q2 EXHAUST FAN, CEILING MOUNTED RETURN AIR GRILLE, CEILING MOUNTED OTHERMOSTAT 0 OHUMIDISTAT OH NOTE : THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON PROJECT DRAWINGS EXHAUST FAN SCHEDULE SYMBOL BUILDING AREA SERVED LOCATION TYPE CFM ESP VOLTAGE HP RPM DRIVE MANUFACTURER MODEL NOTES EF-1 ADMINISTRATION LOCKERS CEILING INLINE CABINET 98 0.250 120/1/60 80 WATTS 950 DIRECT GREENHECK SP-7 Q 0 EF-2 CONCESSION BOOTH FLOOR AREA WALL CENTRIFUGAL 966 0.125 120/1/60 1/12 860 DIRECT GREENHECK GW-130-C 03 099 EF-3,4 RESTROOM BLDG TOILET WALL CENTRIFUGAL 1,056 0.125 120/1/60 1/12 1140 DIRECT GREENHECK GW-120-8 0 0 Q 0 EF-5 RESTROOM BLDG TOILET WALL CENTRIFUGAL 1,398 0.125 120/1/60 1/8 1140 DIRECT GREENHECK GW-130-B 0 (2) Q 0 IF-1 ADMINISTRATION TOILET'S CEILING INLINE CABINET 160 0,250 120/1/60 1 53 WATTS 1100 DIRECT GREENHECK SP-218 Q IF-2 ADMINISTRATION FILTRATION EQUIPMENT CEILING INLINE CABINET 2040 0.250 120/1/60 735 WATTS 1100 DIRECT GREENHECK SP-275 Q 0 NOTES: 0 PROVIDE 15 MINS OFF DELAY SWITCH 03 PROVIDE SPEED CONTROL 05 FAN SHOULD RUN 24 HOURS 07 INTERLOCK W/ LIGHT SWITCH 02 PROVIDE DISCONNECT SWITCH ® FAN SHOULD RUN WHEN AH-1 IS ON © FAN AND GRILLES SHALL BE CORROSION RESISTIVE AIR COOLED SPLIT SYSTEM - A.C. EQUIPMENT SCHEDULE A.C.SYSTEM UNIT No. BUILDING AREA SERVED CAPACITY AIR HANDLER ELECTRIC STRIP HEATER CONDENSING UNIT REFG. PIPING NOTES COOLING MOH ENT. AIR DB/% EER SYSTEM VOLTAGE SYMBOL C.F.M. EXT. S.P. I FAN MOTOR I WEIGHT (Lbs MCA MOCP MODEL No. A.H.U. KW STGE LOCATION SYMBOL COMPRESSOR FAN FLA MCA MOCP(Lbs) WEIGHT MODEL No. A.C.U. SUCTION LIQUID TOTAL SENS1-9 LA AC-1 ADMINISTRATION OFFICES, ADMISSION 66.65 51.63 76.5/63.7 9.8 208/3/60 AH-1 280 2000 0.75 2.4 5.8 480 36.6 40 CARRIER 40RM007 10 1 DUCT CU-1 19.0 142 1.9 25.6 35 DUCT CARRIER 38AK007 1 1 8 / 1/2 1 2 3 0 NOTES: 10 PROVIDE WITH THERMOSTAT 02 PROVIDE WITH SMOKE DETECTOR ON SUPPLY DUCT 03 STANDARD MOTOR AND MEDIUM STATIC DRIVE REQUIRED GENERAL SPECIFICATIONS 1. ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AND COMPLETED IN A FIRST CLASS WORKMANLIKE MANNER. ANY MATERIALS INSTALLED, WHICH SHALL NOT PRESENT AN ORDERLY AND REASONABLY NEAT OR WORKMANLIKE APPEARANCE, SHALL BE REMOVED AND REPLACED WHEN S❑ DIRECTED BY THE ARCHITECT/ENGINEER AT THE CONTRACTOR'S EXPENSE. 2. NEW DUCTWORK SHOWN IS SCHEMATIC. PLAN ROUTING OF DUCTWORK AND COORDINATE LOCATION OF DUCTS AFTER INSPECTION OF EXISTING CONDITIONS AND BEFORE FABRICATION. SLIGHT VARIATION OF ROUTING AND/OR CONSTRUCTION SHOULD BE ANTICIPATED AND IS EXPRESSLY INCLUDED AS PART OF THE WORK WHENEVER REQUIRED, AT NO ADDITIONAL COST TO THE OWNER. IGNORANCE ON THE PART OF THE CONTRACTOR WILL IN NO WAY EXCUSE HIM FROM THE ❑BLIGATIONS AND RESPONSIBILITIES OF THIS CONTRACT, 3. ANY CONFLICTS OR DISCREPANCIES ON THESE DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE ARCHITECT/ENGINEER DURING THE BIDDING PERIOD FOR RESOLUTION. ❑THERWISE, ALL SUCH CONFLICTS OR DISCREPANCIES SHALL BE RESOLVED AT THE CONTRACTOR'S EXPENSE. 4. ALL CONTROL WIRING SHALL BE PROVIDED BY THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION WITH ALL OTHER TRADES FOR CLEARANCES AND USE OF AVAILABLE SPACE, 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ❑BTAINING AND PAYING FOR ALL PERMITS, FEES, INSPECTIONS AND TESTS. 7, THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE INSTALLATION OF A COMPLETE MECHANICAL SYSTEM, READY FOR CONTINUOUS AND SATISFACTORY OPERATION BY THE OWNER, B. THE ENTIRE INSTALLATION SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES, INCLUDING ALL LOCAL RULES AND ❑RDINANCES. 9. PROVIDE MANUAL DAMPERS WHERE SHOWN ON THE DRAWINGS. DAMPERS SHALL BE MANUFACTURED ACCORDING TO SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE' FIRST EDITION AND SHALL HAVE LOCKING QUADRANT WITH WING NUT. 10, RECTANGULAR DUCTS SHALL BE CONSTRUCTED OF 1.5`, TYPE 475 (R-6) FIBERGLASS DUCTBOARD, J.M.MICRO-AIRE OR EQUAL. ALL FIBERGLASS DUCTBOARD JOINTS SHALL HAVE A LAYER OF FOIL DUCT TAPE APPLIED AND STAPLED AND THEN A SECOND LAYER OF FOIL DUCT TAPE APPLIED. 11. ALL TOILET EXHAUST DUCTWORK SHALL BE CONSTRUCTED OF GALVANIZED SHEET METAL, INSTALLED IN ACCORDANCE WITH SMACNA "HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE1 FIRST EDITION. 12. ALL EXHAUST DUCTWORK IN THE FILTRATION EQUIPMENT ROOM SHALL BE CONSTRUCTED OF STAINLESS STEEL, INSTALLED IN ACCORDANCE WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE 1 FIRST EDITION. 13, FLEXIBLE DUCTS SHALL BE UL LISTED CLASS 1 AIR DUCT, THERMAFLEX TYPE M-KE OR EQUAL, DUCTS SHALL BE INSTALLED IN ACCORDANCE WITH SMACNA 'HVAC DUCT CONSTRUCTION STANDARDS METAL AND FLEXIBLE" FIRST EDITION, 14. DUCTWORK DIMENSIONS INDICATED, ARE INSIDE CLEAR AIR PASSAGE. 15. ALL EQUIPMENT AND MATERIAL SHALL BE GUARANTEED FOR ONE YEAR AFTER DATE OF ACCEPTANCE BY THE OWNER. 16, AIR DISTRIBUTION DEVICES SHALL BE OF ALL ALUMINUM CONSTRUCTION WITH TYPE #25 FINISH. ALL DIFFUSERS, REGISTERS AND GRILLS SHALL HAVE OPPOSED BLADE DAMPERS IN THROAT OR NECK, MANUFACTURER SHALL BE TITUS OR PRE - APPROVED EQUAL, 17. THE INSIDE OF ALL VISIBLE DIFFUSERS SHALL BE PAINTED BLACK, 18, A/C CONTRACTOR TO INCLUDE 1 YEAR MAINTENANCE OF THE SYSTEM. 19, CONDENSATE DRAINS SHALL BE 3/4' MIN. COPPER WITH 3/4' CLOSED CELL INSULATION ON ALL HORIZONTAL AND VERTICAL RUNS. 20. REFRIGERANT PIPING SHALL BE COPPER TYPE "ACR' WITH WROT COPPER SOLDER JOINT FITTINGS, SILVER SOLDER ALL JOINTS. INSULATE SUCTION LINE WITH 3/4' WALL CLOSED CELL INSULATION. MECHANICAL SCHEDU ECHANICAL AILS STEVEN C. BASSETT, P.E. REGISTERED ENGINEER NO. 20036 STATE OF FLORIDA APR 0 5 2000 DATE - revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 a � J 'J U a L V a o► m W a° r^ V/ W 0 x oI ♦m VI a } aZ 0 UA � U X cc Q W ®U F O Z Uw co z ¢ W G Ul 0)� Mco z •Q0oo Z5 miNMIL� W UWF=a F c�aWmLO J ? W !o Z O Z Q 0 a M o 0 Z n. a J drawn by NP checked by SCB scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034-m01 drawing M-1 1 of 4 D#5 M-2 D#7 M-2 FILTRATION EQUIPMENT EXHAUST SCHEMATIC TURNING VANES WITH SHEET METAL SCREW FASTENERS TURNING VANE - ELBOW " -N CONN. _E N—OUT PLUG BITCH RETURN BEN OF TRAP DRAIN PAN TRAP DETAIL MECHANICAL DETAILS SCALE- N.T.S. DUCT TAKE OFF BRANCH W MANUAL DAMPER WITH LOCKING TYPE INDICATOR END BEARING w. QUADRANT C AS REQUIRED ) 4' MIN D#2 M-2 6' FLASHING 3/8' SO ROD 1/3 W, 4' MINIMUM SUPPLY DUCT AIR FLOW OR RETURN DUCT AIR FLOW SUPPLY & RETURN BRANCH - DETAIL COUNTEF D#6 M-2 D#8 M-2 ROOF JACK DETAIL HANGER STRAPS ANGLES STRAP HANGERS HANGERS STRAP 3/8' BOLT HANGERS RODS BAND OF SAME 6 SIZE AS HANG[ STRAP HANGERS RODS OR STRAPS e ANGLES — TRAPEZE HANGERS HEX NUTS HANGERS FOR HOT & COLD DUCTS DUCT HANGERS / SUPPORTS DETAIL -HANGER STRAPS FLEXIBLE DUCT ' V AIR FLOW � / CLAMP CIS) RADIUS EQUAL ONE DIAMETER OF FLEXDUCT CEILING-' �- LAY -IN DIFFUSER W/ REMOVABLE CORE NOTES, (xw) FLEX DUCT CONNECTION AND SEALING METHOD SHALL CONFORM TO SMACNA INSTALLATION METHODS, D#3 END OF BRANCH DETAIL D#4 M-2 M-2 NORTH EF-2 ___EWS LEI PEED CONTROL IXIX22 GAGE FAN SUPPORT RESTING ON CEILING TILE IIN i-BAR GRID EXHAUST FAN SUPPORT DETAIL - LOCKERS MECHANICAL PLAN CONCESSION BOOTH SCALE. 1/4' - V-0' EXHAUST AIR CALCULATIONS BUILDING AREA SERVED AREA SQ. FT. CEILING HEIGHT FT VOLUME CU. FT. BETWEEN AIR CHANGES REQUIRED CFM PROVIDED CFM CONCESSION BOOTH FLOOR AREA 349 1 8'-4" 1 2,897 1 3.0 966 966 STEVt=N C. BASSETT, P.E. REGISTERED ENGINEER NO. 20036 STATE OF FLORIDA g1l'j3 a v D TE, revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 REVISE DUCTWORK Oa/03/On U a �mW 0 aumT w o cc o I r= vI ar- S� a 0 C cc a rn 0 Z U CJ N1 CC W o W > xM z • Q0O0 5 J Coco W n W ow�=a z�5<— �zu)Wv ~ Z¢ mrn co z z z a0 a a^ O a z a J drawn by NP/CC checked by SCB scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034—mO2 drawing EXHAUST AIR CALCULATIONS ROOM AREA CEILING HEIGHT VOLUME MINUTES BETWEEN AIR CHANGES REQUIRED CFM PROVIDED CFM TOILET 62 8'-0" 496 7.5 66 90 TOILET -SHOWER 58 8'-0" 464 7.5 62 7C LOCKERS 91 8'-0" 728 7.5 97 98 FILTRATION EQUIPMENT i 1,868 1 10'-0" 1 18,680 10.0 868 2040 14x8 RETURN DUCT CEILING SUPPLY DUCT Z FULLY LOUVERED DOOR AC-1 L's 1 1/2'X1 1/2'Xl/4' WELDED TOGETHER A/C UNIT STAND 6'X6'Xl/4' FOOT PLATE (4 GALV. STEEL 3/8' BOLTS READ) SECTION 'A' -'A' SCALE : 1/2' : T-O' a HEAT LOAD SUMMARY A/C-11 FLOOR AREA SO. FT. 1,537 OUTDOOR DRY BULB 'F 90.6 OUTDOOR WET BULB 'F 76.9 RELATIVE HUMIDITY X 48% INDOOR DRY BULB 'F) 74.0 GRAINS OF WATER DIFF) 57.4 TOTAL COOLING O.A. BTU HR 61,590 TOTAL SENSIBLE GAIN BTU HR 48,087 TOTAL LATENT GAIN BTU HR 13,502 TOTAL HEATING / O.A. (BTU/HR) 31,894 HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR ✓ FIRE DAMPERS SMOKE DAMPERS ✓ FIRE RATED ENCLOSURE FIRE RATED ROOF/FLOOR CEILING ASSEMBLY ✓ FIRE STOPPING SMOKE CONTROL (NOTE 1) (NOTE 1) (NOTE 1) (NOTE 1) A (NOTE 2) N 2 0 (NOTE 2) 1OX12 1OX12 O/A CALCULATION CONDITIONED FLOOR AREA : 1,537 SQ.FT. SPACE TYPE OFFICE AREA ESTIMATED OCCUPANCY 7 PEOPLE/1,000 SQ.FT. => 11 PEOPLE 11 PEOPLE ® 20 CFM PER PERSON =220 CFM O/A AIR EXHAUSTED 260 CFM O/A REQUIRED 220 CFM O/A PROVIDED 280 CFM INSTALL NEW LOUVER — ABOVE DOOR O 11 ■ OFFICE #1 00 x 0 09" ro /OFFICE #2 09J� ADMISSIONS 09 :Ir 0 0 0 / 2004 14x14 (NOTE 4)1204 / r 11 12 _ 17x14 ¢ $x14 PROVIDE 4" THICK. CONCRE IF NOTE 3) 25x14 00 �' PAD WITH 6x6 WELDED FABRIC uJ 2 ® 10 N r 2500 PSI CONCRETE 2 o O M qWp CU-1 0 x 8x6 8x8 UP TO ROOF JACK. �1 R, R IF-1 HEIGHT ABOVE ROOF 4" 1OX12 0 7 0 ABOVE CEILING 08" 3 10 FIRST AID 08"_ ._. N - 26X12 UP TO ROOF JACK. HEIGHT ABOVE ROOF 4" LOUNGE 26X12 e 3 :RE FILTRATION EQUIPMENT ms" I X I 1OX12 am =1 LOCKERS N (NOTE 3) ELECTRICAL SWITCHGEAR 0 6x6 UP TO ROOF JACK. HEIGHT ABOVE ROOF 4". NORTH MECHANICAL PLAN IIL I J ADMINISTRATION AND FILTRATION BUILDING SCALE. 1/4' - V-0' STEVEW ERA S S EE T T, P.E. REGISTERED ENGINEER NO. 20036 STATE OF FLORIDA �//��ATE• revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 01/04/2000 BLDG. DEPT. COMMENTS REVISE DUCTWORK 04/03/00 wo` a le a � J J J U a U. V a c mW a U. Ir CO W� o cc OX co a aZ 0 — U 2 Lu G 0 J rn o zU W M til C °C W o W W> cc co LLI z ' <0000 W UWH2y ¢_Urn /� • Z Z CO W �t Y/ za mrn � zC o- z <Z 0 a CL O z a a J drawn by NP/CC checked by SCB scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034-mO3 drawing M-3 3 of 4 DRAWING NOTES O24"W x 36"H FRESH AIR EXTRUDED ALUMINUM LOUVER. RUSKIN ELF 6375DXD EXHAUST AIR CALCULATIONS BUILDING AREA SERVED AREA SQ. FT. CEILING HEIGHT FT VOLUME CU. FT. BIETNIUVEEN AIR CHANGES REQUIRED CFM PROVIDED CFM RESTROOM BUILDING TOILET 771 8'-2" 1 6,297 3.0 2,099 2,112 RESTROOM BUILDING TOILET 1 488 8'-2" 1 3,985 1 3.0 1,329 1 1,398 D#1 v+ 3 v O 1 M O n CU z a� 0 0 U5 0 0 o: a� 0 SIGHT GLASS AIR HANDLING UNIT DAMPER L I FILTER DRYER '��7►1�1�►[.yl�[li�l�l�l F;EF�IGE�ANT F'IF"ING SCHEMATIC MINUM MOTOR 'ER 1 1. �', 1, vMINUM WINDBAND SIDDE"I'IALL FAN DETAIL EF-3 EF-4 (NOTE 1) (NOTE 1) NORTH kAr*IV L. I CA RESTROOM BUILDING PLAN SCALE, 1/4• - 1'-0• EF-5 STEVEN C. BASSETT, P.E. REGISTERED MIGM NO. ZOOSS STATE OF FLORDA APR 0 5 2000 DATE- revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 F— z 0 0 J Q � !r U H � Z OW m t/i C � W o W O> CC CM z • ao0o w (9 J_IAMtJLn w z >_3: N W V WP0'gD z �°COwa F Z< mLO (0zC6 Z� z ¢o a v a!R o O z a. a J drawn by NP/CC checked by SCB scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034—mO4 drawing M-4 4 of 4 IIIIIIIIIIIIIIa GENERAL SPECIFICATIONS: 1. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMAN LIKE MANNER. SAID CONTRACTOR SHALL MEET ALL REQUIRMENTS SET FORTH BY ANY LOCAL ORDIANCE AND OR GOVERNING AUTHORITIES. 2. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDENCE WITH APPLICABLE NATIONAL, STATE, AND LOCAL CODES AND ORDINANCES. 3. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO PROVIDE ALL LABOR, MATERIALS, AND SUPERVISION NECESSARY TO ACCOMPLISH THE WORK SHOWN AND/OR NOTED ON THE DRAWINGS. 4. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND VERIFY ALL CONDITIONS, LOCATIONS, DIMENSIONS AND COUNTS AS SHOWN AND/OR NOTED ON THE DRAWINGS. THIS SHALL INCLUDE ANY AND ALL FABRICATIONS REQUIRED PRIOR TO INSTALLATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR FOR THE ADVANCED ORDERING OF LONG LEAD ITEMS AS NOT TO INTERFER WITH THE PRODUCTION OF OTHER TRADES RESULTING IN ANY DOWN OR LAG TIME. 7. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN (1) YEAR FROM DATE OF ACCEPTANCE, UNLESS INDICATED OR SPECIFIED ORTHERWISE. 8. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 9. THE PLUMBING CONTRACTOR SHALL BE RESPONABLE TO REPAIR TO ORIGINAL CONDITION ANY AND ALL DAMAGES TO BUILDING SURFACES, EQUIPMENT, AND FURNISHINGS CAUSED DURING PERFORMANCE OF WORK. 10, LOCATION OF PLUMBING ROUGH -IN MAY CHANGE. VERIFY EXACT LOCATION WITH ARCHITECT/ENGINEER PRIOR TO INSTALLATION. DRAWINGS ARE DIAGRAMMATIC, DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. 11. ALL MATERIALS SHALL BE NEW AND SHALL BEAR UNDERWRITER'S LABEL WHERE APPLICABLE. 12. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTANCE BY ARCHITECT/ENGINEER MUST BE A CONDITION OF 13. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 14. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS, AND TESTINGS. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THAT CONTRACTOR. 16. THE CONTRACTOR SHALL FURNISH ALL WATER METERS UNLESS OTHERWISE NOTED. 17. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. 18. VERIFY LOCATION, SIZE, ELEVATION, MATERIALS, AND PRESENT STATE OF ALL EXISTING UTILITIES. 19. INSTALL READILY ACCESSIBLE GATE VALVES IN ALL BRANCH WATER LINES SERVING ANY ROOM HAVING PLUMBING FIXTURES. ALL FIXTURES SHALL BE PROVIDED WITH READILY ACCESSIBLE VALVES. 20. MAIN WATER SUPPLY SHALL BE EQUIPTED WITH A BACKFLOW PREVENTER 21. ALL THREADED WATER OUTLETS (EXCEPT FOR AUTOMATIC CLOTHES WASHERS) SHALL BE FURNISHED WITH WATTS #BA APPROVED VACUUM BREAKERS. 22. FURNISH AND INSTALL APPROVED AIR CHAMBERS AT EACH PLUMBING FIXTURE. 23. WHERE DISSIMILAR METALS ARE TO BE JOINED, APPROVED INSULATING UNIONS SHALL BE USED. 24. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 25. IF THE CONTRACTOR PROPOSES TO USE ANY ARTICLE, DEVICE, PRODUCT, OR MATERIALS WHICH IS NOT AS SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBILITY TO PROVE TO THE ARCHITECT/ENGINEER THAT THE PROPOSED SUBSTITUTION IS EQUAL. 26. THE PLUMBING CONTRACTOR SHALL KEEP ALL AREAS IN WHICH WORK IS BEING PERPFORMED, FREE FROM DEBRIS AT ALL TIMES AND SAID AREAS SHALL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY. 27. THE PLUMBING CONTRACTOR SHALL FURNISH A COMPLETE SET OF AS -BUILT DRAWINGS, SHOWING ALL CHANGES AND DEVIATIONS, TO THE ARCHITECT/ENGINEER PROIR TO COMPLETION OF THE PROJECT. GENERAL NOTES 1. DO NOT SCALE DRAWINGS; FOR PARTITION LOCATION. CONSULT ARCHITECTURAL & STRUCTURAL DRAWINGS FOR DIMENSIONS. 2. CONTRACTOR SHALL VISIT SITE TO VERIFY FIELD CONDITIONS & PHYSICAL LOCATIONS & SIZE OF EXISTING SERVICES. 3. ALL GRAVITY LINES TO SLOPE AT 1/8th. PER FOOT UNLESS NOTED. 4. PROVIDE BACKING FOR ALL WALL HUNG FIXTURES. 5. CONSULT ARCHITECTURAL DRAWINGS FOR ALL FINISH FLOOR & GRADE ELEVATIONS, PLUMBING LEGEND I COLD WATER - - - HOT WATER (110') - - - - - HOT WATER RECIRCULATION RETURN (110') SANITARY SOIL OR WASTE PIPING - - - - - - SANITARY VENT ST STORM WATER DRAIN RW RAIN WATER DRAIN RWL - RAIN WATER LEADER CD CONDENSATE DRAIN PIPING ID INDIRECT WASTE PIPING (SAFE WASTE) TRAP PRIMER LINE DRAIN - -110'- - HOT WATER (110') HOT WATER RECIRCULATING RETURN JIV V.T.R. (VENT THRU ROOF) WASTE OR VENT RISER DESIGNATION X Px - U DOMESTIC WATER RISER DESIGNATION RAINWATER RISER DESIGNATION CR DOMESTIC WATER RISER DESIGNATION r---� EXISTING FIXTURE TO REMAIN ETR DENOTES 'EXISTING TO REMAIN' EEO EXISTING FIXTURE TO BE REMOVED Q -- POINT OF CONNECTION: NEW TO EXISTING PIPING G.V. GATE VALVE B.V. -{-- BALL VALVE GL.V. -paa-- GLOBE VALVE P&T.V. PRESSURE TEMPERATURE RELIEF CH.V. SWING CHECK VALVE BL.V.- BALANCING VALVE -'� PIPING TURN DOWN -� PIPING TURN UP --i r--- UNION --� f -- FLANGED C.O. -Q-- CLEAN -OUT - --�-] VALVED AND CAPPED END F.D. O[] FLOOR DRAIN R.D. OO ROOF DRAIN DISCONNECT SWITCH - TYPE, SIZE AND FUSE AS NOTED 4 MOTOR -SEE PANEL SCHEDULE FOR SIZE & SYMBOL ® DENOTES ROOM NUMBER MATERIAL SPECIFICATIONS 1. DOMESTIC WATER PIPING SHALL BE HARD COPPER PIPE TYPE "L" ANSI/ASTM B-88 FOR 2" AND UNDER, TYPE "K" ANSI/ASTM B-88 FOR 2-1/2" AND ABOVE WITH WROUGHT -COPPER SOLDER -JOINTS FITTINGS ASTM B-16.22. BELOW GRADE PIPING SHALL BE TYPE "K" ANSI/ASTM SOFT COPPER WITH NO JOINTS OR FITTINGS BELOW GRADE. 2. ABOVE GRADE SOIL, WASTE, VENT PIPING AND RAINWATER SHALL BE CAST IRON NO HUB 301-72 WITH MECHANICAL JOINTS W/S.S. CLAMPS. 3. BELOW GRADE SOIL, WASTE, VENT PIPING AND RAINWATER SHALL BE CAST IRON NO HUB 301-72 WITH MECHANICAL JOINTS W/S.S. CLAMPS. 4. AIR CONDITIONING CONDENSATE DRAIN PIPING SHALL BE COPPER D.W.V. PIPING WITH WROUGHT COPPER SOLDER JOINT DRAINAGE FITTINGS. INSULATE ALL PIPING EXCEPT BELOW GRADE. INSULATE ALL HOT WATER, HOT WATER RETURN, RAINWATER, 5. INSULATE ALL LINES, AS FOLLOWS: HW SUPPLY AND RETURN 1" THICK PREFORMED FIBERGLASS PIPE INSULATION W/ FACTORY JACKET. HORIZONTAL STORM DRAIN PIPING WITH 1-1/2" THICK PREFORMED FIBERGLASS PIPE INSULATION WITH FACTORY JACKET. A.C. CONDENSATE PIPING WITH 3/4" ARMAFLEX PREFORMED. 6. P.V.C. PIPING SHALL NOT BE INSTALLED ABOVE CEILING SPACE IF SPACE IS USED FOR RETURN AIR PLENUM. i z LEGEND NOTES: POOL �t \ FILTRATION COMPOUND SHEET P-5 DROP OFF CIRCLE 1. THESE ARE STANDARD SYMBOLS AND MAY NOT ALL APPEAR ON PROJECT DRAWINGS; HOWEVER, WHEREVER THE SYMBOL ON THE PROJECT DRAWINGS OCCURS, THE ITEM SHALL BE PROVIDED & INSTALLED BY THE PLUMBING CONTRACTOR. 2. FOR STANDARD HEIGHTS SEE ELECTRICAL SPECIFICATION OR AS OTHERWISE NOTED ON DRAWINGS. i \ ADMINISTRATION �♦ ��' \\\` ,� �♦ SHEET P-5 CONCESSION \ ,' SHEET P-2 r� PAVILION SHEET P-3 ELECTRIC WATER HEATER SCHEDULE CONNECTIONS RECOVERY 0 100' SYMBOL MANUFACTURER MODEL NO. CAPACITY LOCATION WATER P&T ELEMENTI KW VOLTS PH Hz WIRING TEMP SET ACCESSORIES / REMARKS WH1 LOCHINVAR ETKO4OKK 40 GALS. ADMINISTRATION 3/4 3/4 2 14.5 208 1 3 160 1 NON -SIMULTANEOUS - 110' NOTE 01 W12 LOCHINVAR ESK030PP 30 GALS CONCESSION 3/4 3/4 2 6 208 3 60 NON -SIMULTANEOUS - 110' NOTE #1 WH3 LOCHINVAR HC-54-120 120 GALS RESTROOAS 11t t�fi 9 54 208 3 60 SIMULTANEOUS 221 GPH 140' NOTE #1 & 12 NOTES: 1. PROVIDE PRESSURE/TEMPERATURE RELIEF VALVE AND LINE PLUS DRAIN PAN AND LINE TO EXTERIOR OF BUILDING TO AN OBSERVABLE POINT AND SPILL SIX INCHES ABOVE PERVIOUS GRADE. 2. PROVIDE AND INSTALL WATER TEMPERING VALVE (WTV) AS LISTED IN FIXTURE SCHEDULE FLOOR DRAIN SCHEDULE SYMBOL DESCCRIP71ON LOCATION MFG'R. BODY PN E SIZE STRAINER GRATE SIZE OPTIONS TP VALVE NOTES / REMARKS FD1 FL�R DRAIN TOILET ROOMS, COVERED AREAS ZURN Z-415 3" TYPE A 8' DIA. G, P, VP PPP #1, #Z #3 PERCISION PRIME RITE PR-500 W/ DU2/4 AS REQ'D FD2 HEAVY DUTY FILTRATION COMPOUND ZURN Z-520-GPY 3' - 10' DIA. PRIMER, SEDIMENT BUCKET Z-1022 #1, #2, #3 FD3 BUCKET CONCESSION STAND SINK ZURN Z-509-ZBY 3" - 12' DIA. SEDIMENT BUCKET Z-1022 #1, #2, #3 FD4 TRENCH DRAIN CONCESSION DRINK STATIONS ZURN Z-415 3" TYPE J 5 x 21 PRIMER, SEDIMENT BUCKET Z-1022 #1, #2, #3 FIELD FABRICATE HUB CONNECTION NOTES: 1. ALL FLOOR DRAINS SHALL BE RESEALED BY MEANS OF A TRAP PRIMER VALVE INSTALLED IN COLD WATER SUPPLY LINE FROM THE NEAREST SINK OR LAVATORY USING A 1/2 INCH SLEEVED COPPER LINE SLOPED TO THE FLOOR DRAIN, OR BY AN APPROVED ALTERNATE METHOD EQUAL TO THE ABOVE. 2. TRAP PRIMER VALVES TO BE MOUNTED IN THE WALL UNDER THE LAVATORIES, AND BE EQUIPED WITH A SECURED WALL ACCESS PANEL AS "ZURN' Z-1462" OR APPROVED EQUAL 3. COORDINATE WITH ARCHITECTURAL DRAWING FOR FLOOR OR AREA FINISH; AND PROVIDE CORRECT TOP STYLE FOR CERAMIC OR QUARRY TILE, ASPHALT OR VINYL TILE, TERRAllO, POURED OR TRAWLED SYNTHETIC, FINISH CONCRETE, AND ALL PAVED AREAS; PROVIDE FOR FLOORS HAVING A WATERPROOF MEMBRANE, USE ZURN FLANGE CLAMPING RING. NORTH ,I NOTE: SEE CIVIL DRAWINGS FOR WATER & SEWER CONNECTIONS PLUMBING SITE PLAN SCALE- 1/16' - 1'-0' i 1 RESTROOMS ` SHEET P-4 ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ PLUMBING FIXTURE SCHEDULE CONNECTIONS SYMBOL DESCCMPTION MANUFACTURER NAME MODEL NO. CW HW WASTE VENT VALVE/FAUCET ACCESSORIES / REMARKS Pi WATER CLOSET / WALL HUNG AMERICAN STD. AFWALL EL 1.6 2257. 103 1 - 3 2 SLOAN 116-1. 5 CHURCH COMMERCIAL WHITE OPEN SEAT P2 WATER CLOSET / WALL HUNG / ADA AMERICAN STD. AFWALL EL 1.6 2257. 103 1 - 3 2 - CHURCH COMMERCIAL WHITE OPEN SEAT, ADA MTG HEIGHT P3 URINAL / TOP SPUD / ADA AMERICAN STD. LYNBROOK 6601. 012 V4 - 2 2 SLOAN 180-1 - P4 LAVATORY / SELF RIMMING AMERICAN STD. AQALYN 0476. 028 lh $t 1Y4 M 7502. 170 GRID DRAIN P5 LAVATORY / WALL HUNG / ADA AMERICAN STD. LUCERNE 0355. 027 A 16 tY4 1% 7502. 170 DRID DRAIN, OFFET TRAP, ADA COMPIANT INSULATION P6 LAVATORY / WHEELCHAIR AMERICAN STD. WHEELCHAIR 9141. 011 A A 1% 11h 7502. 170 DRID DRAIN, OFFET TRAP, ADA COMPIANT INSULATION P7 MOP SERVICE BASIN FIAT MOLDED STONE MSB-2424 It % 3 2 803-AA INCLUDE 832-AA, 889-CC & E77-AA P10 SINK / 3 COMPARTMENT SCULLERY ELKAY STURDIBILT SS-8345-R 1h - 2 2 (2) LK-66-A MIN. 1 LK-24 FITTING, LK-60 WASTE CONTRACTOR TO VERIFY LEAD TIME P12 SHOWER VALVE W/ HEAD AMERICAN STD. ULTRAMIX 1312SS.310 % lh 2 2 - ZURN Z-415 2" DRAIN "B" ZN STRAINER, SHOWER PAN P17 WATER FOUNTAIN/WALL MOUNTED/ADA ELKAY BARRIER FREE EDFP-I4-C % - Tlh 11h - - P21 HOSE VALVE / INVERTED NOSE ACORN NEPTUNE 0136-CR V4 - - - - LOCKSHIELD BONNET, REMOVABLE KEY HANDLE, INTERGRAL VACUUM BREAKER W V HOT WATER TEMPERING VALVE ACORN ZURN N17OL-M2 1 1 - - - INCLUDE ALL SHUT OFF & CHECK VALVES PLUS THERMOSTAT, SET AT 100OF NOTES: 1. FIXTURES LISTED ON THIS SCHEDULE COMPLY WITH SOUTH FLORIDA BUILDING CODE TABLE 46-R FOR WATER CONSUMPTION IN PLUMBING FIXTURES. WATER HAMMER ARRESTOR SCHEDULE SELECTION BASE ON ZURN MANUFACTURING SHOKSTOP DATA : MFG.CAT. TYPE NO. 100 200 300 400 NOTE #1 SEE DRAWINGS FOR SIZE INDICATED P. D. I. SYSTEM A B C D FIXTURE UNIT RATING 1 - 11 12 - 32 33 - 60 60 -113 REMARKS: SYMBOL Z-1700 88 F.U. NOTE #1 II 256 F.U. ^ II " 490 F.U. ^ 11 904 F.U. " NOTE: 1. CONTRACTOR SHALL PROVIDE AND INSTALL WATER HAMMER ARRESTORS IN DOMESTIC PIPING SYSTEM AS INDICATED ON DRAWINGS AND PER MANUFACTURERS RECOMMENDATION. STEVEN C. BASSETT, P.E. REGISTERED ENGINEER NO. 20036 STATE OF FLORIDA revision 100% C.D.'s 10/211/99 %�RMITsEI tl�t9�J9 Z 0 a J 0 ? UW a t�9 M w c W C0> trM Z • ¢000 I- cato a -.1 (0 C0 1Ji. Z W >WW=e VmI.-Ua) Z ZU WeF Ve Ko Z W LO 0 z< 00) CO) <Z 0 a v CL 0 0 Z J Idrawn by SDB checked by AWS scale AS SHOWN date 10/06/99 job no. 97034 cad no.7034-P01 drawing P-1 I of 6 bi revision 100% C.D.'s 10/21/99 ftKMIT �'C 111 1-3 199 I1Fz �I€ -Y4 1 > 111 P5 P17 l 4/4 CAP FOR FUTURE P10 -Y4 �4 Y4 ZZY4 WH2 MOUNTED ABOVE MOP SINK V2 P7 P21 Y4 SEE CIVIL DRAWINGS FOR CONTINUATION DOMESTIC WATER RISER DIAGRAM SCALE, NONE l9YA P10 CO 17 1" GAr �~ 4 FD4 3 CO t�2 � \ 1i > J JK�2 Ile 10<-3 101, 100, MOUNTED ABOVE MOP SINK lil %�`°-3'4" P&T & i'4" SAFE PAN. ROUTE TO OBSERVABLE POINT OUTSIDE OF BUILDING TURN DOWN 6" ABOVE FINISHED GRADE. 3 FD4 FD4 ICE �, ~ \ MAKER \ J REFRIG. � FREEZER YV SANITARY SEWER RISER DIAGRAM SCALE, NONE FD4 3 FD4 SEE CIVIL DRAWINGS FOR CONTINUATION CO — —J 4 23 DFU P17 _- --_ - --- --- SODA/ICE Iiil FD3 P10 P5 ' "I FD4 ;l I iil # I SEE CIVIL DRAWINGS SEE CIVIL DRAWINGS ---" FOR CONTINUATION FOR CONTINUATION P21 P7 02 (ABOVE) FD4 ` � I FD4 o D m (iil 0 i n FD4 °I ii) /a m SODA/ICE n I I -------------- ---- ------- - ----- -- NORTH PLUMBING FLOOR PLAN CONCESSION BOOTH SCALE- 1/4• - 1'-0' ---- z - ST VEN C. BASSETT, P.E. REGIISTERED ENGINEER NO. 20036 STATE OF FLORIDA APR 0 5 2000 DATE- _U accW Q LL Ir 0 r^ V J W o cc o v I '_ i H Z U w J G 0) 0 C Z10- W C"O) Q H W Q W N> m0 Z , Q000 C7 Jm0 U.n Z >TiW=C W 0 CWC z �a�W''4 F 0< co to Z N x 0 ao Q a U CL o a z J drawn by SDB checked by AWS scale AS SHOWN date 10/06/99 job no. 97034 cad no. 7034-PO2 drawing of 6 im revision 100% C.D.'s 10/29/99 ft-ftA rx -SeT 111 19 J99 T P21 (HOSE BIBB) ATTACH PIPE MOUNT18-24" TO COLUMN W/ ABOVE FININSED MIN 2 GALV. PIPE SLAED"—� STRAPS W/ 2" FASTENERS REMOVABLE KEY SHUT OFF VALVE l NORTH HOSE BIBB MOUNTING DETAIL _ _ I�LUMBING EATING PAVILLION SCALE, NONE EATING PAVILLION FLOOR PLAN SCALE- 1/4' " 1-0' 0-1 STEVEN C. BASSETT, P.E. REGISTERED ENGINEER NO. 20036 STATE OF FLORIDA APR 0 5 2000 DATE- a 0 U. H Z 0 U W V ? M Z 0 W c9 ® >> a cc w _c W 0)> cc co Z •a000 W U0rn 0LU�5. �1 a `� iz-- 0 m to coz05 z� z v ao a a (L 2O z a a J drawn by SDB checked by AWS scale AS SHOWN date 10/06/99 job no. 97034 cad no. 7034—PO5 drawing P-3 of 6 ., 1Ya /• S\ Ya \ . ' WH1 ~ \ P5 I 1 . J J P5 � � • ' 4'a i /•`C�a \ 11/z I / l c TP FD 1 4 LL / 'Y4-�T \ I P1 •\� � •� \ • l , L; P5 FD/TP q P21 • � � J i \ P12 I \ /, I ' �1Yz SEE CIVIL DWGS. P5 j I FOR CONTINUATION 1Ys ••�11/2 J �` 110, I\ P21 •\•\ TPV ?'•� 11>%.,< FD/TP------------- I l --------------- - w ELEC ROOM GROUND �a c , FD/TP -V P21 DOMESTIC WATER RISER DIAGRAM SCALE- NONE 2" VTR JI I1 / X2 2 // ! / P5 3'a P&T AND 3'a SAFE PAN: / WH1 ,� ROUTE TO OBSERVABLE POINT r OUTSIDE OF BUILDING TURN DOWN / —, WH1 PS 6" ABOVE FINISHED GRADE. 2 FD1 GCO y' =' 2 3 FD1 P2 I2 �� P1 _ z P5 SANITARY SEWER RISER DIAGRAM SCALE- NONE ., SEE CIVIL DWGS. FOR CONTINUATION ` 4 33 DFU 3" VTR -3 NORTH FD2 FD2 PLUMBING FLOOR PLAN ADMINISTRATION BUILDING FILTRATION COMPOUND SCALE- 1/4• - 1'-0• P21 I I I I I O I I O 1----- - II O I L--J O �I I I I I_—J P15 (D -- ----- -. --I - FD P I. FD1 i �11 FD1 • �0 P2 4J GCO SEE CIVIL DWGS. FOR CONTINUATION P12 11 P1k alk; I • �1 I I I II I �I II L-4 • III L_ — J P21 TPV �, I I ELEC ROOM GROUND P21 SEE CIVIL DWGS. FOR CONTINUATION STEVEN C. BASSETT, P.E. REGISTERED ENGINEER NO. 20088 STATE OF FLORIDA APR 0 5 2000 DATE - ■ revision 100% C.D.'s 10/2q/99 1Ltib IT6F-T 111191-)9 F- Z O U J Ir a rn 00 F= o _ Z UW m 4ii ¢ it W o W to} D:(9 Z 000O0 J(AMLL^ W U rwm 0 Z zzOW'7 V/ p �a mU) (ten z� z0 O n�� 'o i o 0 z a a J drawn by SDB checked by AWS scale AS SHOWN date 10/06/99 job no. 97034 cad no. 7034-PO3 drawing P-4 of 6 revision 6"CO 2-�f� . SEE CIVIL DRAWINGS i FOR CONTINUATION I • , O • P21 WH3 I ! 1 11 \ P7�JA / .''�1 \�2 j 2�,>� �` \ • ` % %¢ J FD/TP TMV V+ 1- - ":2 2 1 V 11/ • , Y2 1 V2 \/J / " 1 TYP / 1 4'i / PS � �'' •' P1 .� 1 V4 pi Pi / , t P1.Ft Y4 FD/TP, S7 FD/TP �I1 / P1 ¢�� , P1 (JC�a `�� P2 � 4 P1 1Yz _4 I ,I J) P1 `��\\ P4�I\\ %*P41 / " I I �� \�� P5 1 JI P12 y. \ �\\\\ ��iIllll P4 / "' - \��\\ ROOM J 4'4�' I ��.1 GROUND P4 Ole P12 10000, �� \�\ FD/TP Ji/�, / I FD/TP � ,•�� //��4 1V4 I P7 Qi� 1Y2 I l P4 Q \\\ i 4 FD/TP d' P4 I -Y4 �4�1 J�Y4 P1 P4 I+< , P1 �I P4 /e11/2 J P21 I V FD/TP \ P3 Il i�� oPtl $'+ / 1Y4 P3 -FD/TP P3 I %'f OY4. Ll Vf r P3 FD/TP Q , J fV P12 P3 P12 L P17 DOMESTIC WATER RISER DIAGRAM SCALE /-1 / / i / I < / <3 T 3 / -K-3 3�°` \ WCO / I I \ 3 A 3"VTR / I 4 P7 1-1Vi P&T RELIEF / TO 6" AFG 3 FD1\�/ 3 / / / / f 3 r \ 2 % -K-2 -3 ' P1 rC2 I / / �-3 4 P2 \i J t-3 I / < / / I P5 \ \ I FD1 U P1 4 1-3 P1 P1 P1 3 I 2 2 P4 P1 P1 \ FD1 P4 P1 2 \ I P4w II P1 Pi 2 2 4 2�/ %� FD1 SAI' SCALE 6 DFU SEE CIVIL DRAWINGS FOR CONTINUATION ., l J4 CO # 3 V/2TIR / ^ / 1� P, I / 3- / tt / WCO rP\ \ P5 I 311 2 ITARY SEWER RISER DIAGRA NONE SEE CIVIL DRAWINGS FOR CONTINUATION F NORTH RESTROOM BUILDING SCALE- 1/4• - f-0• STINEN G. BASSETT, P.E. REGISTERED ENGINEER NO. 20036 STATE OF FLORIDA APR 0 5 2000 DATE - 100% C.D.'s 10/2,?/99 refqVIIT-W 1tp�t� I � J rn ® j o ? U W COO um% � � W o ZCO . ¢«c10, Oo 5 J0)COLLn W UW{WUm ¢—ao z�j Ow Z z <0 a U 0. 1O z a- J drawn by SDB checked by AWS scale AS SHOWN date 10/06/99 job no. 97034 cad no. 7034-1`04 drawing P-5 of 6 ADJUSTABLE C.I. FLOOR INTERIOR CLEAN OUT — DETAIL RISER CLAMP 3/16 x i-1/4 — CARBON STEEL COPPER PLATED GRINNELL FIG III CT-1211 OR EQUAL PIPE -\ /1 MEDIUM DENS NEOPRENE CONCR. FLOOR SLEEVED E LE VATION RETE FLOOR SLAB 3x3x1/4 STEEL PLATES (CLUE TOGETHER WITH NEOPRENE PAD TO FORM ONE UNIT. USE CONTACT CEMENT). _r 3M FIRE BARRIER CAULK 25 AND PUTTY 303 3" 3" PLAN VIEW BEND STRAPS TYP. WATER RISER / SUPPORT — DETAIL OFINISHED WALL SURFACE OTHREADED CLEANOUT PLUG OTEST TEE OACCESS COVER AND FRAME WALL CLEAN OUT — DETAIL GALVANIZED - SURFACE MOUNTED CHANNEL ANCHORED THROUGH THE BACK OF THE CHANNEL PIPE CLAMP 18 GA. SHEET METAL SADDLE FOR INSULATED PIPES; 1/4" THICK NEOPRENE SLEEVE FOR UN -INSULATED PIPES. NOTES: 1) APPLICABLE FOR CONTROL TUBING 2) APPLICABLE FOR PIPING NO LARGER THAN 1-1/2" 3) APPLICABLE FOR HORIZONTAL TRAPEZE OR FOR VERTICAL PIPING PIPE / TUPE SUPPORT — DETAIL 1 or 2 Hour Fire Rated p �o�e r� @ Through Penetration Firestop for Single Metal Pipe through Gypsum walls using e 3735 trot, Rd. SmhwA0d• CH, µtu ® ` 77s TREMstop WBM. Dr • not to Wdo WU051 F-rating - 1 and 2 Hr. T-ratinq = 0 and 1/2 Hr. 2 Hour Fire Rated Through e Q �oO� Penetration Single Metal Pire through for e - U Single Metal s o through Bane wo e, R1 ` Concrete floors or walls using s."an.e"A at4 utsz ® FYRE-SIL `SYsteR` DratOxI Wt to So* CAJ1064 F-rating = 2 Hr (369) T-rating - 0 Hr G) Floor or Wall assembly = 4.5" thick concrete ® Copper Tubing - 4" (or smaller) Type L (or heavier) copper. Ann for a ace is Min 1 2" to max 2 ® A) Packing material - mtn 3 thickness min 5 pc mineral wool insulation B) Min 1/2" thickness FYRE-SIL installed within annulus NOTE: For wolfs apply FYRE-SIL to both surfaces of wall. FLOOR PENETRATION — DETAIL DRAIN CONN. NIPPLE CLEAN -OUT PLUG TEE PITS_ RETURN BEND OF TRAP DRAIN PAN TRAP — DETAIL m 1 or 2 - hour fire rated gypsum wallboard stud assembly ® A) Steel Pipe - 6" diam.(or smaller) Sch. 40 or heavier) steel B) Conduit - 4" diam.(or smaller) EMT or rigid steel ® TREMstopWBM - fill Max. 3/4" annulus at a thickness of 1 ," (2 Hr. F-rating) or 3/4" (1 Hr. F-rating). WALL PENETRATION — DETAIL CHECK VALVE; MILWAUKEE (OR EQUAL) 1509 BRONZE HORIZONTAL SWING OR 548 BRONZE VERTICAL LIFT AS INSTALLATION CONDITIONS REQUIRE. UNFUSED DISCONNECT AND WIRING BY ELECTRICAL CONTR.. I �110' HOT WATER COLD WATER SUPPLY \—SHUT-OFF VALVE ; MILWAUKEE BA-150S OR EQUAL, BRONZE STANDARD PORT BALL VALVE. THERMOMETER ; ASHCROFT OR EQUAL, BIMETAL, RANGE 50'-250F 1 ON TEMPERED WATER, 1 ON HOT WATER ZTHERMOSTATIC MIXING VALVE OR HOT WATER TEMPERING VALVE: SEE PLUMBING FIXTURE SCHEDULE ELECTRIC WATER HEATER: SEE PLUMBING FIXTURE SCHEDULE P&T RELIEF LINE ROUTE AS SHOWN ON PLANS HEATER W/ MIXING VALVE — DETAIL JOSAM NO. 1613 CAST IRON HUB DRAIN FINISHED FLOOR -� TOP OF PAVING OR GRADE P � CONCRETE VALVE BOX D. HEAVY DUTY 9" X 9" ACCESS COVER AND -� FRAME. p CAST IRON FERRULE W/ CAST BRONZE COUNTER SUNK PLUG CLEANOUT EXTENSION WATER PROOFING MEMBRANE PIPE SAME SIZE AS (6 LBS. SHEET LEAD BLDG. SEWER OR DRAIN TO SIX (6") MAXIMUM BLDG. DRAIN OR SEWER EXTERIOR CLEAN OUT — DETAIL HANGER ROD CLEVS HANGER 1/8 x 1-1/4 CARBON STEEL COPPER PLATED GRINNELL FIG // CT-65 OR EQUAL PIPE HANGER / SUPPORT — DETAIL TWO - WAY CLEANOUT TEE OR LONG SWEEP - THREADED CLEANOUT PLUG JOSAM 58470 SERIES GRADE 12"X 120X4" i CONCRETE SLAB MIN. V Y \ 10" X 10" _\ WIRE MESH FILL VOID WITH SAND GROUT. CLEANOUT FITTING WITH BRASS PLUG TWO WAY CLEANOUT — DETAIL HE AT TRAP CAP FOR FUTURE CONN. SOLAR OR HEAT RECOVERY T & P RE LIE F VALVE HOT WATER OUTLET COLD WATER / SUPPLY SHUTOFF VALVE RELIEF LINE ROUTE AS SHOWN ON PLANS. a GALVANIZED DRAIN PAN T X Y DIMINSION TO BE TANK rTANK DIAMETER PLUS DRAIN // 2", HEIGHT = 3" OVERFLOW LINE ROUTE AS SHOWN ON PLANS 2"x 2"x A" GALVANIZED SHELF BRACKETS FASTENED TO WALL IN JANITOR'S CLOSET ABOVE SINK. MATCH DIMENSIONS OF DRAIN PAN. SHELF MOUNTED WATER HEATER AIR SPACE 2" o ° D � v p BOOSEY MFG. CO. NO. 7200 BODY INDIRECT HUB DRAIN — DETAIL HANGER NO. 24 BOTTOM BEAM C-CLAMP STEEL I -BEAM OR - y^ BAR JOIST f/.1 A:7 �\ MODEL 300 MICHIGAN BOTTOM BEAM C-CLAMP - OR EQUAL W/LOCK NUT HANGER ROD SHALL BE _ TIGHTENED HARD AGAINST = THE STRUCTURAL STEEL = ALL MEMBER. - THREAD ROD SWIVEL RING HANGER PIPE PIPE HANGER / SUPPORT — DETAIL O1 SINK OR LAVATORY O ANGLE VALVE O2 STOP VALVE O6 UNION O WADE W-8480-ST10 O COLD WATER SUPPLY FRAME AND COVER 8" X 8" O FLOOR DRAIN O WADE MODEL 14-2400 TRAP PRIMER (UNION JOINT) O TRAP (ALTERNATE) TRAP PRIMER — DETAIL DESCRIPTION Oj A/C CONDENSATE DRAIN PITCH 0 1/8" PER FOOT O2 2" VENT TURNED DOWN WITH BUG SCREEN OLOCATION MARKER O4 3" THICK CONCRETE PLUG & COVER O24" DIA X 36" LONG CONCRETE PIPE O3/4" WASHED ROCK A � APPROVED ALTERNATE INSTALLATIONS: 1) AIR CONDITIONING CONDENSATE DRAINS (1) TO (5) TON CAPACITY MAY DISCHARGE TO PREVIOUS AREA (5) TO (10) TON CAPACITY MAY DISCHARGE TO A 10 INCH DIAMETER BY 24 INCH LONG PIPE, WITH OPEN COVER AND FILLED WITH 3/4" INCH WASHED ROCK. 2) AIR CONDITIONING CONDENSATE DRAINS OVER 10 TON CAPACITY AND FOR ALL UNITS REGARDLESS OF THERE TONNAGE CAPACITY MAY DISCHARGE IN TO AND ENGINEERED DRAINAGE WELL, STORM SEWER, ADEQUATE SOAKAGE PIT, OR AREA DRAIN CATCH BASIN OR DRAIN FILED. CONDENSATE DRY WELL — DETAIL i INSULATION 7 MEMBRANE FLASHING EQUAL TO 9 SO FT 2 INSULATING CONCRETE 8 CONCRETE ROOF DECK 3 BUILT-UP ROOF 9 ADJUSTABLE COLLAR & DECK FLANGE 4 GRAVEL 10 STEEL ROOF DECK 5 SPECIFIED DOME MIN. 4" ABOVE ROOF 11 ROOF DRAIN BODY 6 GRAVEL STOP & FLASHING RING 12 UNDERDECK CLAMP NOTE: 13 RWL DRAIN PIPE INSULATION SHALL BE TAPERED TOWARD DRAIN FROM 24 INCH CIRCUMFERENCE AS RECOMMENDED BY THE NATIONAL ROOFING CONTRACTORS ASSOCIATION. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR INSTALLATION. TYPICAL — ROOF DRAIN — DETAIL HANGER NO. 12 CONCRETE DROP -IN ANCHOR CONCRETE SLAB .6 - DROP -IN ANCHOR MIN. 5/8" '�' ' .a ' _ > , 'a s, .. HILTI HDI OR EQUAL - ALL = THREAD ROD SWIVEL RING HANGER PIPE PIPE HANGER / SUPPORT — DETAIL PRE -CAST CONCRETE METER VAULT GRADE \ GALVANIZED STEEL COVER GATE VALVE 8" MIN. 8" MIN. 4 n4. ►0�°4'000 00000000 opoo 0 o°o° 3" OF WASHED DRAINFIELD ROCK NOTE: SIZE VALVE BOX TO HAVE A MINIMUM 8" CLEARANCE EACH SIDE FOR VALVE MAINTENANCE. CONCRETE VALVE BOX — DE TAIL SfEVEN 0. BASSETT, P.E. REGISTERED ENGINEER NO. 20036 STATE OF FLORIDA APR 0 5 2000 DATE - revision 100% C.D.'s 10 2f/99 fowl li f S—T 0111114" W¢ 0 O J LL `} � J j U. 1 W Q LL Ir CO WW 0 11 o I U) cr_ G Q O U LLI L a O) cc 0 2 0 W co IX co II-- W <_ W 0> ZEco Z 0 <000 0 ILL n W 0 U.,IW-- = d 0 • 0=)< N z< DOtto U ZN ZW a a Lo i 0 0 Z a a L drawn by SDB checked by AWS scale NONE date 10/06/99 job no. 97034 cad no.7034—PO6 drawing P-6 of F >. _ \—TYPICAL FIXTURES 400 WATTS MH O SQUARE STRAIGHT STEEL POLE. PROVIDE CERTIFICATION BY FLORIDA P.E. SHOWING WIND LOAD RATING OF 110 MPH. W/ SPECIFIED FIXTURES INSTALLED. A 1000 WATTS OR TYPE IMETAL HALIDE FXTURE. 9 GALVANIZED STEEL CHANNEL SUPPORTS (TYP.) -- 30' TAPERED ROUND STEEL POLE. PROVIDE CERTIFICATION BY FLORIDA PE SHOWNG WIND LOAD RATING OF 110 MPH B WITH SPECIFIED FIXTURE INSTALLED E1 VOID WITHIN POLE FOR HIRING. /— OALLAST BOX (TYP.) / NEMA 3R ENCLOSURE. CONCRETE PULLBOX WITH TRAFFIC RATED COVER , BISCAYNE KENNEL BARRY COLLEGE \ CLUB QR pT \ 95 > // c� 4 BISC/—__ ANAL 1 \ \ NW 703 ST 850 MIAMI SHORE - NE f04 ST 0P GOLF & COUNTRY I\ \ CLUB THIS SI TE O� ry 0 SHOR£LAND BL VD 9�hG L OCA TION MAP \ (NOT TO SCALE) / o \ Qr <0I I � \ �o \ (q� \ �--/(TYP) o (TYP)1 / \ 0 ,q S \ s� A-11315 \ �F� O(TYP) S o � o, A-11 A-12 12 O��Q A-25 \ \ O 10 0 15 C TYP} 1 o A-13 R-13,15 WALL CLOCK \ 99 SEE DET. SHT —7 SIZE PER 15 / \ WITH EPDXY SPLICES � `-#4 (CU) GND. 1 *y� �- / - I `4b"z 10' CU. GND. R00. yaQd 1 A-14 c` / \ SEE DETAIL ON SINGLE FAMILY HOMES \ #4 (CU) GND. PRECAST CONCRETE � c�Q �� \ SHEET E-7 \ ``4i"x 10' CU, GND. ROD. TO MATCH POLE BASE. FOUNDATION WITH BOLT CIRCLE _ , P 15 ti r ` \ O s PRECAST CONCRETE FOUNDATION WITH BOLT CIRCLE MANUFACTURER RECOMMENDATION. I A-?4 - y O 7 \ \ \ \ TO MATCH POLE BASE. SIZE PER O ' _ ` \ PANEL MANUFACTURER RECOMMENDATION. « DEPTH AS SPECIFIED PER POLE MANUFACTURER aDOSING CONTROL I A-8 10 ^ r` r S rr _ \ 6 I D R/ V/ N G RAN1 11 GE a O C SITE LIGHTING POLE DETAILS Q D (TYP) R-2729 — — TYPICAL NOT ro scAF / i -- (TYP) OS y. DOSING PUMPS: / \ GREEN ARE A D «« \i —35 ti 1, 2, 3& 4 CONC. \ GREEN AREA / \ TYP) 1.GWF 0 3 �i 4y SEE DETAIL ON SHEET E-7 Q \ a O S Wp / \\ \ I4 O ( \ STEPS & _ — —�, �— \i / W I \ K R-34,36 i 1 LANDING / I I � I , \ ) \ A \ PRACTICE � /10 CONE CHIPPING AREA I I \ '(T P) o \ S \ ® TYP) 0 A 0 STAIRS ,�P 1 & 2 STORY A/C UNIT I I / \ `i R 31,33 U K �o \ COUNTRY CLUB BUILDING - 0 I I ) I I ,1 \ Ct �® ` ( Yp R-6,8 \ \ ELECTRIC — _ — 2 S SERVICE A S P H A L T FPL PRIMARY SERVICE \ \ LIGHT POLE __ A S P H A L T P A V E M E N T _ 1-5 PVC CONDUIT. \ \ MOUNTED (TYP)_ of REFRIGERATOR �ATER HEATER WOOD __ _ I1 \ ` o R-35 - -T P R 35 /` ,, \ ON CONC. i ON CONC% FENCE \ r 1 STORY C.B.S. EXISTING -- - I, , "'�"'�� GOLF CART STORAGE BUILDING 1N \ \ GFCI 14(TYP) o D EASEMENT _ \ D (TYP) R-9,11 \ ( \ o Q \ A S P H A L T P A R K l N G & __f— 2— PVC CONDUITS �` / \\ ��R 5, R-17,\9 D R I V E A R EA TO MAIN TELEPHONE BOARD. \ O(TYP) S TONE CURB A S P H A L T \\ —� HAND HOLE W/EPDXY WIRE SPLICES CONCRETE PULLBOX WITH TRAFFIC RATED COVER 0 �,--- UL LISTED SPLICE BOX WITH EPDXY SPLICES `#4 (CU) GND. `41h"x 10' CU. GND. ROD, PRECAST CONCRETE FOUNDATION WITH BOLT CIRCLE TO MATCH POLE BASE. SIZE PER MANUFACTURER RECOMMENDATION. « DEPTH AS SPECIFIED PER POLE MANUFACTURER ACTIVITY POOL LIGHTING DETAIL TYPICAL NOT To SCALE TYPICAL FIXTURE ® & OC II \I I. —100 WATTS MH i OR 2 FIXTURES Ll II 15'-0" ROUND STEEL Z s POLE. PROVIDE CERTIFICATION BY FLORIDA P.E. SHOWING WINO LOAD RATING OF 110 MPH. W/ SPECIFIED FIXTURES INSTALLED. HAND HOLE W/EPDXY WARE SPLICES -CONCRETE PULLBOX WITH TRAFFIC RATED COVER UL LISTED SPLICE BOX -WITH EPDXY SPLICES \ 7#4 (CU) GND. %"x 10' CU, GND. ROD. PRECAST CONCRETE FOUNDATION WITH BOLT CIRCLE TO MATCH POLE BASE. SIZE PER MANUFACTURER RECOMMENDATION. DEPTH AS SPECIFIED PER POLE MANUFACTURER COMPETITION POOL LIGHTING DETAIL TYPICAL of 6 n NOT TO SCALE m 30' SQUARE STRAIGHT STEEL POLE. PROVIDE CERTIFICATION BY FLORIDA P.E. SHOWING WIND LOAD RATING OF 110 MPH. W/ SPECIFIED FIXTURES INSTALLED- - HAND HOLE W/EPDXY WIRE SPLICES CONCRETE PULLBOX WITH TRAFFIC RATED COVER , UL LISTED SPLICE BOX WITH EPDXY SPLICES O(TYP) ��-- UL LISTED SPLICE BOX " -��. t"--- A-7,9 NORTH i i i I �ELECTRICAL SIT_ E 0 SITE PLAN — ----\� TYP)—�_. -- --- --- — — -- — — -- -- / TO PHONE 5 TO FPL MAIN EXHST. `-- — — -- — — — \ -- — — — — SERVICE � SERVICE. =o — —_SFr_— — — �/to BISCAYNE BOULEVARD (STATE ROAD N0. 5) PLAN SCALE- V • 40'-0' GEORGE FREIJO, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA - DATE, evision )0% C.D.'S 10/29/99 'ERMIT SET 11/19/99 OWNER CHANGES I, 01/05/2000 OWNER CHANGES 01/24/00 OWNER CHANGES 04/03/00 Wa O iL � J J U U. U Q � W00 CO W a Ir To I i z 0 � U o J a 0) 7 p 2 UW m �� CC v y CC � W d Z .¢00o W U WH= �vUW Z <7 z (o was � 2 (6 0 0) zZ O CL a '��° 2 U O Z IL Q J drawn by FR checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cod no.7034--ED1 drawing E-1 1 of Y; revision D R/ V/ N G R A N G E a R IU P R A C T l C E P U T 7 I N G GREEN AREA/ ` I GONG. \ GREEN AREA \ I Q STEPS & LANDING I � Q P R A C T I C E CONC CHIPPING AREA w 1 I I W �• STAIRS � F' i & 2 STORY m A/C UNIT I COUNTRY CLUB BUILDING ELECTRIC ` ^� SERVICE A S P H A L T � ASPHAL T P A V f M E N T _ (L REFRIGERATOR WATER HEATER �-- — �— 00 ON CONC. ON CONC. WOOD -- FENCE 1 STORY C.B.S. EXISTING N — a GOLF CART STORAGE BUILDINGEASEMF_"NT A S P H A L T PARKING & ® D R I V E ARE A C%JSTONE O �� `CURB O A S P H A L T \ Q o \ 4 a / � rn 3 U) U z T C a 0 En- 0 0 o: d 0 BISCAYNE BOULEVARD (STATE ROAD NO. 5) NORTH POLE LOCATION SITE PLAN SITE PLAN SCALE, 1• - 40'-0' KENNELS BARRY COLLEGE CLUB oQ 95 Q NW 103 ST � BISCA E CANAL _ MIAMI SHO E�" Q/Q 850 __- GOLF &UNTRY NE 704 S7 W Q L CO THIS S/ TE 0 2 � P _ SHORELAND BLVD L OCA TION MAP (NOT TO SCALE) GEORGE FRECSO, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA DATE, WQ LL V LL .Q U1 a cc Qum W O cc oco a— z �a - U Q 1� J Q � m 0 z tJ IlJ o M m Cr: J W LLZI N } . Qooa CM W V � 0 CCD (D x ' �v�iw:r m'o 6d ►- � a Z� o ¢ 0 Q p! O z J drawn by FR checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cad no.7034--EO2 drawing E-1A 1 A of 8 rn 3 v a. r 43 In 6 Z 0 m CL 0 MA 43 m 0 0 m 0 STATISTICS REGARDING ILLUMINATION LEVELS. Spill Light LIGHTMETER:Perpendicular AREA:1 PTS ❑ C, 20 Avg1,00 Min:0,01 Max:5.87 Avg/Min:76,41 Max/Min:449 50 U.L:8 Competition Pool Surrounding Area LIGHTMETER:Perpendicular AREA!2 PTS ❑,C :10 Avg:13,13 Min:2,05 Max:59,15 Avg/Min:6.41 Max/Min:28,88 U,I,:55 Competition Pool LIGHTMETER:Perpendicular AREA:3 PTS 0,C•:15 Avg:25,57 Min111,73 Max151,18 Avg/Min:2,18 Max/Min:4,36 U1:65 Activityy Pool Surrounding Area LIGHTMETER:Perpendicular AREA:4 PTS 0,C,:15 Avg:13,28 Min:3,62 Max:97,02 Avg/Min:3,67 Max/Min:26,84 U,I,:43 Activity Pool LIGHTMETER:Perpendicular AREA15 PTS ❑,C,:10 Avg:18,43 Min:13.30 Max:22,42 Avg/Min:1,39 Max/Min:1,69 U1:88 ti Q a ti D R I INGG R A N G E Q I G R E E N A R E A \ PRACTICE PU TTING - CONC�-- \ GREEN AREA CL Ln I STEPS & LANDING L � PRACTICE I I � CONC `CHI PPING AREA 1 I II W w STAIRS I& 2 STORY A/C UNIT I I I l COUNTRY CLUB BUILDING ELECTRIC _ I SERVICE A S P H A L T A SPHA C T PA VEMEN T `I REFRIGERATOR WATER HEATER 11 WOOD ON CONC. ON CONC/ FENCE "� 1 STORY C.B.S. EXISTING �- ❑ �/ GOLF CART STORAGE BUILDING EASEMENT J� ® i \ ASPHAL T PARKING & DRl VE A R E A - o STONE CURB A S P H A L T \\ -4, o 1 NORTH 1 1 0"01 %0� i 0.02 0.02 .02 1 _ C'. 0,02 0,02 0.02\ 0.03 0,03 0,0 r 0,04 0.04 0.04 p� � cs � 0,05 0.05 0.05 0`.�6 o \ 0,06 0.07 0,08 \16�09� �. O.08 0.10 0.12 0,13 14 X \ 0.15 0.18 0,20 0,21 / o� F� II0.27 0.30 0.31 0.33 0.3 �� \ \ I >LAYNE KENNEL BAPPY CLUB COLLEGE V�' t - (933 L 95 Q BISCAYNE CANAL 1 - NW IOJ ST - -- - -� 00} --- 8500 MIAMI SHORE NE 104 ST 0P GOLF & COUNTRY Q' --- CLUB THIS- % -5/ TE _- 4i 1V 0 W SHORELAND BL VO 7 / \ L_01. ,A I -ION MAf-, 0.56 0,59 0,56 0.49 0.43 ("NOT TO SCALE) �o 1.66 1,17 0.80 0.60 5 \ 5.09 .05 1.34 0,83 0.59 .42 \5.87 2,78 1.21 0,74 0.48\ 0,34 a \ w10 •� �, , 16 4 1.79 &95 0.58 0.39 10 3.49 141 0.78 0,48 D.3 ILI 0 t' \ p� aq � 14,. ,0 3,95 1.70 0,69 0,41 D. 8 X \ 9 d "'0 195 ��%i ��°a '0'¢ 4,15 1.11 0,53 0.33 0,24 / /\ '3. 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R 78 ,78 19,35 IH.% IB3g 1714 16.43 16b6D71 19gp 21.27 22.42 44 9.06 5.53 3,90 321 3.01 2.99:; 2.47 2. 2 2.0 2 (1112 .44 593 2o.zo 19.87 ia% 16.19 15.pg 15,22 16.29 1809 MID 22,08 / \ 20341946171E 21.13 1 ,76r 1.69 031 0,66 0,52 0.47 0.53 0. / � 8.69 11.12 6.76 4 3, 7 3.71 2.35 1.8 7 tsw2 1454 1449 `O \ 19351G531gA319.30 ' 9.97 .091g,8717 21.67 77 .43 4.69 4.60 6.67 8.865. 2.3J 1.76 L62 .9 AB 16,2g 15.22 14A6 l3b7 1423 1540 IGa9 U2 r� . 3,884,16 62510.498A54, 2.751,95 1.59 2.3 1 491,,3614.79I '� 1,07 1,01 L22 0.94 0.91 1,68 1,�8 � 16,8 J.S� '-'*' 1113 13,66 14.79 &U •BI 19. 272 2,62 3.91 7.61 721 7.0 3,04 .39 1,80 1.89 .81 3 144g 1 -� 79.07 15JB 1 .5 a i2J4 14d4 13J / I,83 3,46 4.4 �;(r- -�, 41 1,44 4 .78 1.80 1.50 .83 2.43 ..73 / 2. 52. 1.80 1.58 t. 2.43 3 2. 3 // 0.61 R27 4.64 1.97 1.00 1. 1.34 ..1P.5G_.10.9. I-. II29� / �. 2.56 2.61 2. 2. 2.0 .96 7t y� i 5 5)02 9.91 6.33 2.79 1.49 037 1.19 L 1.00 �\,.49 ..il 4.33 2.83 2.38 '12 01, 6.20 5.27 . 4 1.60 1.2 17 1.72 3,28 .31 9,23�4.74 3.29 2.8 46 2, 8 5.7 7.7 0. 1 7. 1 4. 2 2. 4 L44 1,31 1,33 1. 1. 2 .97 �.07 1 9.3 63 3. 2. 1 2.1 2.97 3.60 2 7 1.94 1. 1.20 L34 39 535 6. 6 3.96 1,3\ / 11.00 2 4.60 3.83 4.22 .96 3.18 .92 1.49 6.0 5, . 4 2.10 33 - 2. 4 2 ..40 4 .51 7.9 6.0 J. 21 2 2.7 3,10 2,64 .05 1,74 1,45 1,19 1.33 .61 2 / �\ 6, 7 4.7 4.99 7,48 6,49 4.16 2.83 2.78 3,37 3.65 339 3.39 2.80 1,98 1.85 222 2.47 2.30 234 .72 3.26 3.44 3.58 3.48 279 2.60 2.71 2.88 2.51 09 2.02 1.77 L44 1.55 .867.851 . 1) 1,45 0,3 \ 3.17 3.60 5.34 8,49 1118 7.33 3.66 2.41 2.10 2.00 1.93 2.08 1,86 1.52 1,65 2,26 2.76 2.59 2,67 2.47 2.23 2.28 231 2.60 2,83 2.67 2.62 2.9I 3.52 3.78 3.4 .55 3.03 2.23 . 3 333 6.46 7.64 2.79 A,4 72 ll, 0 9. 6 5. 5 278 178 58 .62 1.75 1.7 1.8 2. 3. 0 4 1 .80 .41 .68 3,18 2.4 2. 2 9 2. 1 261 70L42 " 739 9.98 7.39 576 2.97 2.26 2.82 A.5 1,45 Q rj Q,27 D\42 5,1 9. 7. 7 2 1 L 82 .40 .26 1.35 1.4 1.5 2. 8 A. 8 7 5 1 .48 28 .84 3.3 2.l 1,7 1. 1. 2 1. 0 1 94 .40 7. 101 7.45 5.3'�2.35 1.59 LB ff�� JJ� 1,97 2.77 3.22 2.87 2.57 2.20 1.79 1.48 1.19 1.05 0.98 1.00 1.40 2.94 5.19 2 6.09 4.61 2,09 1.25 1.02 0.97 1.02 1.08 1.18 1.44 2.88 4.26 ,84 e&- as LaC . 6 1.33 1.64 0.69 -0,,38 D-U 7 / EXIST PHOTOMETRIC SITE PLAN SITE PLAN SCALE- i• • 40'-0• BISCAYNE BOULEVARD (STATE ROAD NO. 5) ORGE FREW, P.E-- - REGISTERED ENGINEER NO. 32578 - - -- - - -- STATE OF FLORIDA DATE - revision 100% (:.D `; 10/79/9<I 'ERMII ul 11/19/49 OWNER CHANEJ S CHANCE, AOWNER 01/24/00 /�, OWNER CHANGES � 5� 04/03/00 1 J )0. < U LL U_ o► c w O U. W Cr OT I i� < z Q � D 0 FS U J Q 0 0ZQ M W _ C�1 Cd Cc o W 0> ffm W `Q0pJo ^1(AmLL� w>3 a V LU U rn /� (� 2 < M L o �i = Z0j O- O (L V O 4 Z CL 4 J drawn by FR checked by G.F, scale AS SHOWN date 06/18/99 job no. 97034 cad no.7034-E02 drawing E-2 2 of 8 LIGHTING FIXTURE SCHEDULE TYPE FIXTURE MANUFACTURER & CAT. No. VOLTS TOTAL LAMP REMARKS DESCRIPTION OR APPROVED EQUAL WATTS No. TYPE A� PRISMBEAM II INDUSTRIAL HOLOP 4143 208 1000 3 MH VENTURE SPORT ON 30' ROUND TAPERED STEEL POLE. RECREATIONAL FLOODLIGHT PB2 C10MH- 08-33N-F2-BZ 60 LAMP CAT : SPRT-30J 3U 1 1 OUTDOOR ARCHITECTURAL HOLOPHANE WET LOCATION B LIGHTING. RECREATION HB-10DMH- 20-Z-S-51-F2 208 100 1 MH MOUNTED ON HALLBROOK 15' POLES POOL SITE LIGHTS CAT : HLBK-15-S-1-Z-DBZ ARCHITECTURAL HOLOPHANE WET LOCATION OOUTDOOR LIGHTING. RECREATION HB-10DMH-20-Z-S-55-F2 208 100 1 MH MOUNTED ON HALLBROOK 15' POLES POOL SITE LIGHTS QAT HLBK-I5-5- -Z-DBZ SHOE BOX HOLOPHANE - SOMERSET WET LOCATION, OCONTEMPORARY VANDAL RESISTANCE SMST-40OMH-20-BZ-PM-F2 208 400 1 MH POLE MOUNTED 30 FEET POLE MOUNTED ITE LIGHTS CS-B-SQ30J-1A O WRAPAROUND LUMINAIRE HOLOPHANE - ES 120 74 2 FLUORESCENT WET LOCATION IMPACT RESISTANT SURFACE MOUNTED 2-ES-S-04-X-NNNN-N-042-EP-1-1 W WIRE GUARD X 4 HOLOPHANE - TG O2 LENS TROFFER SURFACE MOUNTED TG-S-24-X-N-Al2-043-EP-1-1 120 106 3 FLUORESCENT IN PUBLIC AREAS LITHONIA DAMP LOCATION O EMERGENCY LIGHT ELM2-H-DL-ELA-VS2 120 1.2 2 HALOGEN W/WIREGUARD IN PUBLIC AREAS LITHONIA - EXTREME LED DAMP LOCATION O EXIT SIGN LV-S-W-2-R-120-TM-ELN-WL 120 4.6 1 LED VANDAL RESISTANT IN PUBLIC AREAS O SHOWER AREA LIGHTS LITHONIA - GOTHAM DOWNLIGHT 120 18 1 FLUORESCENT DAMP LOCATION VANDAL RESISTANT FLUORESCENT LGF SERIES LGF-1-18DTT-7-RW-T73-120-GL IN SHOWER AREAS O COMPETITION POOL BRONZELITE SW300 120 300 1 INCANDESCENT UNDERWATER LOCATION VANDAL RESISTANT LOW VOLTAGE UNDERWATER LIGHTS SW30OLV-30OW PAR56-12V TRANSFORMER REQUIRED O ACTIVITY POOL HOLOPHANE- MEDIUM PREDATOR 208 400 1 MH DAMP LOCATION, VANDAL RESISTANT MOUNTED ON 35' SQUARE STEEL OUTSIDE LIGHTS PF-40LMH-20-K- W-1-BF2 POLES- CSZS025J/4U/ a 0 M F- Q 0 0 O N WO F Q H O J CL rn 3 v 0 0 w I d 0 O r 6 z T N a 0 V) d 0 0 a� 0 O O O NORTH ECTRICAL PLAN CONCESSION BOOTH SCALE- 1/2' - T-0' NOTES: 1- EXIT SIGNS & EMERGENCY LIGHTS WIRED TO THE ROOMS LIGHT CIRCUIT AHEAD OF THE SWITCH, 2- EXHAUST FAN ON LIGHT CIRCUIT ACTIVATED BY LIGHT SWITCH. 3- SPEAKER/PA SYSTEM ROUTE EMPTY 3/4" CONDUIT WITH PULL STRING TO AMP LOCATION. VERIFY WITH OWNER FOR EXACT AMPLIFIER LOCATION. 10 GEORGE FREIJO, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA APR 0 5 2000 DATE- revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 111 NOV. 99 INT. DES. CHANGES W` 0 O U. a � J J U a U a a° CO W /0 1r o = ♦_ v/ a- } a 2 00 J C) o Z (~j W co � I¢ W O w > cc co z •<00o �p Z5 _I fA CO tL W V WF=a z �GwWv p za °°rn � z vj z " z Q ¢ o o. U 0- O z 0- z -1 J drawn by F.R. checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034-eO3 drawing E-3 3 of 8 m 0 UL System No. WL-1049 1 or 2 Hour Rated Firestop Using SpecSealf�) Series 100 Sealant NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE BEEN TESTED AS FOLLOWS: ASTM E814 (UL1479). REFER TO SYSTEM NO. WL1049 ASTM E119 (TIME/TEMPERATURE EXPOSURE) (COTTON WASTE IGNITION) ANNULAR SPACE REQUIREMENTS. 1� Rated gypsum wall board assembly. �2 Steel or Iron pipe, conduit (flexible or rigid) or EMT. �3 SpecSeale Series 100 Sealant. Product depth: -One hour rated assemblies, 5/8" depth with 1/4" crown. • Two hour rated assemblies, 1" depth with 1/4" crown. • Annulus ranging from point contact to 1/4" maximum. Metalic Pipe Through Gypsum Board Walls STI Drawing No. DS1032 NOT TO SCALE * Refer to UL Fire Resistance Directory For Complete Installation Requirements. OUTSIDE AREA UNISTRUT OR 2" RIGID GALVANIZED PIPE FRAMED PEDESTAL W/ CONCRETE FOOTINGS 15' APROX. 1- —, r CT'S INSIDE FP&L METER 11/4" CONDUIT 'FP & L TRANSFR. 3 SETS OF 4-400 MCM 6'-0" (MIN.) EA IN A 3" C. UL System No. CAJ-1090 2 Hour Rated Firestop Using SpecSeal® Putty NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE BEEN TESTED AS FOLLOWS: ASTM E814 (UL1479). REFER TO SYSTEM NO. WJ-1025 ASTM E119 (TIME/TEMPERATURE EXPOSURE) (COTTON WASTE IGNITION) ANNULAR SPACE REQUIREMENTS. 1� Concrete or concrete block wall. 02 Steel, Iron or Copper conduit. 3� SpecSeale Putty installed to a 3/4"depth with additional material used to form a 1/4" crown. ® Fiberglass forming material packed into wall cavity. * Note: Forming material is optional with steel and iron penetrants when the putty is installed to a full 1" depth, recessed 1/2" into both sides of the wall. Metalic Pie Through Concrete Walls STI Drawing No. DS1023 NOT TO SCALE * Refer to UL Fire Resistance Directory For Complete Installation Requirements. UL System No. CAJ-1090 2 Hour Rated Firestop Using SpecSeal® Putty NOTE: THE PRODUCTS USED IN THIS DESIGN SYSTEM HAVE BEEN TESTED AS FOLLOWS: ASTM E814 (UL1479). REFER TO SYSTEM NO. CAJ-1090 ASTM E119 ()ME/TEMPERATURE EXPOSURE) (COTTON WASTE IGNITION) ANNULAR SPACE REQUIREMENTS- 1� Concrete slab or concrete over steel deck. �2 Steel or Iron pipe or conduit up to 6" trade size. (1) SpecSeale Putty installed to 1 "depth. Recessed 1 /2" from top surface. Annulus ranging from 1/4" minimum to 1" maximum. Metalic Pic)e Through Concrete Floors STI Drawing No. DS1003 NOT TO SCALE * Refer to UL Fire Resistance Directory For Complete Installation Requirements. CIRCUIT THRU TIME COCK Al I m( I SS10N ARF MAIN ELECTRICAL ROOM CONCESSION AREA PANEL RESTROOMS PANEL ADMINISTRATION BLDG. 4-500MCM & 1 #3 � G. IN A 3" COND. 4-4/0 & 1 #4 G I IN A 3" COND. PANEL MAIN PANEL 2 PANEL PANEL PANEL 1 OF 1 A, EO, C, R, 800A 225A 400A 50A 250A MCB L/C4T/cH120/208V,MLO MILO MCB MCB T/C 20 /208V, 30 30 120/208V, 301 120/208V, 30 120/208V, 30 3/4"x10' COPPER-CALD— GROUNDING RODS TO CWP & FOUNDATION - REINFORCING STEEL EXTERIOR LIGHTS TIMECLOK/CONTACTOR 3/0 IN A 1" COND. 4 #8 & 1 #10 - IN A 3/4" COND. ELECTRICAL RISER DIAGRAM ELECTRICAL ROOM SCALE, N.T.S. 4-250MCM & 1 IN A 3" COND. f,Cd3i. ELECTRICAL PAVILION STRUCTURE o (TYP) SCALE- 1/4' - 1'-0' LOAD SUMMARY (1 20/208V9 30) KVA CURRENT AMPS MAIN 1 OF 1 278.6 - 773.9 TOTAL 278.6 773.9 1 L/C EXTERIOR LIGHTS TIMECLOK/CONTACTOR FIRST FLOOR --- - GEORGE FREIJO, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA DATE- I ev(siun 1007, C.D.'S 10/29/99 I�ERMIT sEr 11/19/99 OWNER CHANGE; 01/05/2000 �2 OWNER CHANGES \ 04/03/00 i / � J J U a U_ D�W0° LLir V♦ W p cc o I co V/ v/ a H Z O v W 93 a to � p Z U W M >lyr 1p H To O W 0> crM W • QOO O Vr J (A M 3 7d w UWFCa /� a , ao W F- 0< M a zo� z a a. o 0 z a a drawn by F.R. checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034—eO4 drawing E-4 1 4 of 8 x 0 n LIGHTING PLAN ADMINISTRATION AND FILTRATION BUILDING SCALE' 1/4' - 1'-0' NOTES: 1— EXIT SIGNS & EMERGENCY LIGHTS WIRED TO THE ROOMS LIGHT CIRCUIT AHEAD OF THE SWITCH. 2- EXHAUST FAN TO OPERATE IN CONJUNCTION WITH A/C UNIT REFER TO MECHANICAL DRAWINGS. 3- EXHAUST FAN TO RUN CONTINUOUSLY. 4- SPEAKER/PA SYSTEM. VERIFY WITH OWNER FOR EXACT LOCATION AND TOTAL LAYOUT. PROVIDE EMPTY 3/4' CONDUIT WITH PULL STRING TO AMPLIFIER LOCATION. NORTH LIGHTING PLAN MAIN ELECTRICAL ROOM SCALE- 1/2' - 1-0' G OR t MEIJO, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA APR 0 5 2000 DATE - revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 W� m N Pro � J J U a- W U H a D�W�0 CO W U or 0co a— } a —v W 0 J o Z pW M cr �w o W O > rc Co Z "<000 J COO LL. n W UWF=a Z *za1wv ~ 2a mCOD Z C6 Z Z 4O < o O z a. d J drawn by F.R. checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034—eO5 drawing E-5 5 of 8 EQ-29 EQ-3 EQ-5 EQ-7 FPL METER FORMER 3' MIN 230 10 7123010 J o� EQ-28 EQ-1 0 1 I I EQ-2 r- it L----------------J 3 100 3 200 3 60 100 200 50 25HP 50HP 10HP EQ-18,20,22 EQ-23,25,27 EQ-17,19,: EQ-13,15 30 ?15 ° OFFICE #1 k EQ-281L A-20 NOTE 1 O (TYP) A-19 OFFICE #2 A-27,29,31 NOTE 2 MI LOUNGE LOCKERS /` MAIN ELECTRICAL EQ-24 o ROOM Q23 z 2-2" PVC CONDUITS EQ-16 g TO 5' OUTSIDE THE PROPERTY LINE. EQ-14 EQ-12 3 no 215210 n TELEPHONE BOARD 24,26 A-21 10,71 ■ REMOTE PANEL FOR ACTIVITY POOL. REMOTE PANEL FOR \ TITION POOL. E OTE PANEL FOR 7SP POOL. 19_I -NOTE 1 (TYP) ° ❑° o A-26, 28, 30 b NORTH POWER PLAN ADMINISTRATION AND FILTRATION BUILDING SCALE- 1/4' - 1'-0' NOTES: 1— ROVIDE EACH 3/4" EMPTY CONDUIT SYSTEM WITH PULL STRINGS AND WALL JUNCTION BOXES FOR TELEPHONE, DATA AND FAX LINES TO THE MAIN TELEPHONE BOARD. TERMINATE CONDUITS AT 90° ELBOW ABOVE ACOUSTICAL CEILING. TELEPHONE EQUIPMENT AND WIRING BY OTHERS. n 75(� 2 PROVIDE EACH 3/4" EMPTY CONDUIT SYSTEM WITH PULL STRINGS AND WALL JUNCTION BOXES FOR TELEPHONE. VERIFY EXACT MOUNTING HEIGHT WITH EQUIPMENT SPECIFICATIONS. EQ-28 TERMINATE CONDUITS AT 90° ELBOW ABOVE ACOUSTICAL CEILING. Q GENERAL PUMP NOTE: (ALL PUMPS) 18 ALL AUTO STARTERS TO BE PROVIDED BY POOL CONTRACTOR. THIS CONNECTION CAN BE A COMBINATION OF STARTER/DISCONNECTS. ENTIRE CONNECTION OF DISCONNECTS AND STARTERS SHALL BE THE ELECTRICAL CONTRACTORS RESPONSIBILITY. A-18 0 z MAN ELECTRICAL ROOM 2-2" PVC CONDUITS TO 5' OUTSIDE THE PROPERTY LINE. A— 35 TELEPHONE BOARD NORTH ELECTRICAL ROOM \ ADMINISTRATION MAIN ELEC. ROOM SCALE- 1/2' - 1'-0' G ORGE FREIJO, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA APR 0 5 2000 DATE - revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 QOWNER CHANGES 01/24/00 W� LL a � J V_ a u `V r a vy m W a° VJ W O cc 0 I a } MQ0 � V W 0 J ¢ rn ®W o ? UCD ® 8!1 c > W o W > mM z • ¢L0OJo J Coco C7 u- W CWC ZVzWWti Z cd 0- Z z <0 ¢ U [L z a. J drawn by F.R. checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034—eO5 drawing E-6 6 of 8 ELECTRICAL SYMBOL LEGEND 2 x 4' FLUORESCENT LIGHT FIXTURE 20AMP, 115V, SINGLE RECEPT. @ 18' AFF `f\ SINGLE POLE LIGHT SWITCH - 48' AFF 2' x 4' FLUORESCENT LIGHT FIXTURE, 20AMP, 115V, DUPLEX RECEPT. @ 18' AFF $3 THREE WAY SWITCH - 48' AFF U.N,O, SAME AS ABOVE (NIGHT LIGHT, EMERGENCY LIGHT) SURFACE MOUNTED FLUORESCENT FIXTURE GFCI 20AMP, 115V, DUPLEX RECEPT. W/ G,F,C,I,➢ DIMMER SWITCH - 48' AFF U.N.O. O RECESSED INCANDESCENT DOWNLIGHT � 20AMP, 115V, DUPLEX RECEPT. 6' ABOVE �{ COUNTER `IDS EQUIPMENT SERVICE SWITCH ® WALL MOUNTED EXIT SIGN W/ BATT. BACK-UP aD DATA RECEPTACLE 330 �J DISCONNECT SAFETY SWITCH (3) POLES, 15A FUSE, 30A FRAME WALL MOUNTED EMERGENCY LIGHT W/ a FAX RECEPTACLE MOTOR STARTER OR CONTACTOR BATTERY BACK-UP F AO LIGHT FIX TYPE. LETTER REFERS TO SCH. a TELEPHONE JUNCTION BOX @ 18' AFF MOTOR OR FAN W.H. WATER HEATER A.F.F. ABOVE FINISHED FLOOR ELECTRICAL PANEL - SURFACE MOUNTED OJ JUNCTION BOX A,�j, ABOVE GRADE [Ft� DUCT HEATER GFCI GROUND FAULT CIRCUIT INTERRUPTER CONDUIT S F SUPPLY FAN W P WEATHER PROOF BRANCH CIRCUIT HOMERUN. LONG HASHMARK E W C ELECTRIC WATER COOLER W/FLAG DENOTES GROUND WIRE, LONG HASHMARK E F EXHAUST FAN W/O FLAG DENOTES NEUTRAL WIRE, SHORT HASHMARK DENOTES PHASE WIRE. A H U AIR HANDLING UNIT O PA SPEAKER ALL SYMBOLS SHOWN MAY NOT SPECIFICALLY APPLY FOR THIS PROJECT, T 0 0 r R-25 ELECTRICAL PLAN RESTROOM BUILDING SCALE- 1/4• - P-0• NOTES: 1— EXIT SIGNS & EMERGENCY LIGHTS WIRED TO THE ROOMS LIGHT CIRCUIT AHEAD OF THE SWITCH. 2- EXTERIOR FIXTURE THROUGH PHOTOCELL 3- EXHAUST FANS INTERLOCKED WITH LIGHT SWITCHES. 4- SPEAKER/PA SYSTEM ROUTE EMPTY -Y4" CONDUIT WITH PULL STRING TO AMP LOCATION. VERIFY WITH OWNER FOR EXACT AMPLIFIER LOCATION. G ORGE FREW, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA APR 4 5 2009 revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 I A OWNER CHANGES 01/24/00 U i Q am W Q u. CO) 0 W ICE O Z co Q� } F QO � V W G J O O ? OW ccr) cc W o Lu N > CC cr) z .<000 W Uwi--0a Z ZfAWa F < mU) ZC6 0- 0) zZ z a0 a o a� O z a 4 J drawn by F.R. checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034—eO6 drawing E-7 DATE- 7 of 8 ---�- PANEL - ' E Q' (ADMINISTRATION BUILDING) 120/208 VOLTS, 30 4 WIRE---.---___S/N 22,000 AIC 400 AMPS ElMAIN BREAKER OR [1 M.L.O. 0 208 VOLTS ❑ FLUSH OR Ex] SURFACE MOUNTED ❑X TOP OR [IBOTTOM FED KVA SERVES WIRE/CND TRIP MT.ABC J CKTJ TRIP WIRE/CND SERVES KVA 0.72 RECEPTACLES POOL EQUIP. AREA 3 #"12 IN 20 1 2 20 3 # 12 IN A 4h" C. RECEPTACLES POOL EQUIP. AREA 0.5 1.2 STRANTROL SYS 5 3 111 12 IN 11�1.2 20 3 4 50 3 # 8 PUMP 14.9 CO2 FEEDER 3 # 12 IN 20 5 6 1 # 10 GND WITH 1.2 CL FEEDER 3 # 12 IN 20 7 8 IN Yi C 15 HP 1.10 ADMIN. OFFICE RECEPTACLES 3 #"12 IN A Vi" C. 2O 9 10 20 A y/x" C ADMIN. OFFICE RECEPTACLES 1.1 0.2 MACHINE 3 # 12 IN A Ne" C 20 11 12 20 A th" C. CO FEEDER p 1.2 0.4 BOOSTER 3 # 12 IN A 20 13 14 20 1 A Yz" C. STRANTROL SYS 5 1.2 PUMP 15 16 20 A Vz" C. CL FEEDER 1.2 11.6 PUMP 3 # 8 & 60 17 18 200 3 # 3/0 PUMP 54.0 WITH 1 # 10 GND 19 20 1 # 6 GND WITH 12HP IN Yi C. 21 22 IN 2" C 50 HP 28.2 PUMP 3 # 3 & 23 24 20 A W' C. CONTACT CHAMBER 1.0 WITH 1 # 8 GND 35 25 26 20 A#Vt" CIN MACHINE 0.2 25 HP IN iVi' C. 27 28 20 3 # 12 IN A WC. EXT BLDG OUTLETS 0.5 0.5 JUNCTION BOX 3 #1 IN A 14 C. 20 29 30 20 - SPARE 0.5 - SPACE - - 31 32 33 34 35 36 - SPACE - 37 38 39 40 41 42 FED FROM: MOP W/ 4-500 MCM & 1 # 3 GND TOTAL LOAD.• 123.6 KVA 343.4 AMPS N 3" C PANEL - ' �' (CONCESSION STAND) 120/208 VOLTS, 30 4 WIRE __S/N 22.000 AK 100 AMPS 0 MAIN BREAKER OR ❑ M.L.O. 0 208 VOLTS (50 A) FLUSH OR ❑ SURFACE MOUNTED ❑x TOP OR ❑ BOTTOM FED KVA SERVES WIRE/CND TRIP CKT. ABC CKT TRIP WIRE/CND SERVES KVA 0.90 ABOVE COUNTER RECEPTACLES 3 # 12 IN A C. 20 1 2 20 3 $ 12 IN A Vz" C. ABOVE COUNTER RECEPTACLES 0.90 0.72 CENTRAL FOOD COUNTERS ANV"2 CIN 20 3 4 20 A 'i"2� LIGHTS AND EMERGENCY DEVICES 0.45 - ICE MACHINE 3 # 12 A �. C 1N 20 5 6 20 3111 121N q y2•• C REFRIGERATOR 0.5 1.20 FREEZER Ar1.2 IN 20 7 8 y0 AM 12 IN MICROWAVE 0.5 1.20 WATER HEATER 3 # 10 IN 30 9 10 20 A 3#12 IN POLE OUTLETS 0.5 1 A Vt" C. 11 12 20 - SPARE 0.5 0.5 SPARE - 20 13 14 15 16 17 18 19 20 _ SPACE - 21 22_ SPACE - 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4 FED FROM: MOP W/4 8 & 1 # 10 GND TOTAL D, t4.9 KVA 41.0 AMPS N Yi C NORTH ---- PANEL - ' A ' (ADMINISTRATION BUILDING) 120/208 VOLTS, 30 4 WIRE _________.S/N 22,000 AIC 225 AMPS ❑ MAIN BREAKER OR O M.LO. 1 0 208 VOLTS ❑ FLUSH OR CX7 SURFACE MOUNTED ❑ TOP OR C7 BOTTOM KVA SERVES RE/CN P A V--TT-T- CKT TRI D SERVES KVA 5.0 EXT POOL FLOOD LIGHTING 3 /1 12 & 20 1 2 20 3 # 12 & EXT POOL FLOOD LIGHTING 5.0 1 TYPE A 1 12 3 4 1 �' 12 GND TYPE A 5 6 N Y4" C 1.75 SITE LIGHTING 3 # 12 20 7 8 20 3 # 12 SITE LIGHTING 1.60 TYPE B IN Yi C 9 10 IN Y4" C TYPE D 0.90 POOL UNDERWATER LIGHTS 3#12 IN A 1h^ C. 20 11 12 20 3#12IN A C POOL UNDERWATER LIGHTS 0.90 0.90 POOL UNDERWATER LIGHTS 3 # 1N q }.g"12C. 20 13 14 20 3 #121N q yy C POOL UNDERWATER LIGHTS 0.90 1-34 POOL EQUIPMENT ROOM LIGHTS 3 #12IN 20 15 16 20 3#12INq y^ C ADMINISTRATION OFFICE LIGHTS 1.00 1.61 ADMIN. BLDG OFFICE LIGHTS 3 # 12 IN 20 17 18 20 3 # 12 IN A l'z" C. FIRST AID OFFICE & ELEC ROOM 0.90 0.90. ADMIN. OFFICE RECEPTACLES 3 # 12 IN A 45" C. 20 19 20 20 q 11'�Ca- ADMIN. OFFICE RECEPTACLES 1.10 IA O ADMIN. OFFICE RECEPTACLES 3 11 12 IN 20 21 22 20 3 # 12 IN LOUNGE MICROWAVE 0.18 0.18 LOUNGE REFRIGERATOR 3 # 12 IN A Yh" C. 20 23 24 20 3 # 12 IN A 15' C. IF-2 0.8 0.7 LIGHT POLE OUTLETS 3 # 12 IN 20 25 26 28 35 3 # 8 & CU-1 9.2 13.2 AC-1 3 # 8 & 40 27 29 1 # 10 GNO 1 11 10 GND 30 IN Yi C IN Y4" C 31 32 25 WATER HEATER 4,1 - SPACE - - 33 4 0.5 MAIN ELEC ROOM TELEPHONE 3q# y IN20 356 20 2 ## 1 CIN CONTACT COIL 0.1 0.5 SPARE 20 378 - - SPACE - 390 412 FED FROM: MOP W/ 4-4/0" & i # 2 GND TOTAL I DA 55.3 KVA 154 AMPS N 3 C -- 120/208 VOL 30 4 WIRE _____S/N 10,000 AIC PANEL - ' R' 40G AMPS [] MAIN BREAKER OR ❑ M.LO. 0 208 VOLTS (250A) (RESTROOMS) ❑ FLUSH OR 01 SURFACE MOUNTED ❑ TOP R ❑X BOTTOM FED KVA SERVES WIRE/CND.TRIP KT ABC CKT YNIP I VA D S KVA 0.42 BATHROOM LIGHTING WOMEN 3#121N A It• C 20 1 2 20 3#12C 1N q V,• BATHROOM LIGHTING MENS 0.42 0.72 RECEPTACLES WOMANS 3 �'12 IN A yz• C 20 3 4 20 3#12 IN q 'A" C RECEPTACLES MENS _ 0_54 1.60 SITE LIGHTING 3 # 12 20 5 6 20 3 111 12 SITE LIGHTING 1.20 TYPE D IN Y4" C 7 8 IN Y4" C TYPE D 0.80 SITE LIGHTING 3 # 12 20 9 10 25 4 # 12 SEPTIC MOTORS CONTROLLER 2.10 Y"C 11 12 IN)h"C 1.25 SITE LIGHTING 3 # 10 20 13 14 20 3 # 12 SEPTIC CONTROLLER CONTROLS 0.20 TYPE C IN Y4" C 15 16 - - SPACE - 0,75 SITE LIGHTING 3 # 12 20 17 18 20 3 # 12 OUTLETS 0.5 TYPE C IN Yl C 19 20 20 3 # 12 IN 'h" SPA PUMP 0.2 1.00 SPA PUMP 3 # 12 25 21 22 20 IN # 1_2 SPA PUMP 0.2 1.0 HP IN Ve" C 23 24 20 3 # 12 SPA PUMP _-- 1.50. 0.10 WALL CLOCK 3 # 12 IN Al""C. 20 25 26 IN S9" C 1.5 HP 5.0 ACTIVITY POOL SITE LIGHTING 3 # 8 25 27 3 # 1/0 & WATER HEATER 54 TYPE K IN Y4" C 29 30 150 1 # 6 GN _- 2.5 ACTIVITY POOL SITE LIGHTING 3 # 10 20 31 32 IN 2" C - -- TYPE K IN Y4" C 33 34 25 3 # 8 ACTIVITY POOL SITE LIGHTING 5.0 0.72 SITE LIGHTING OUTLETS 3 #Yi 12 C. IN A 20 35 36 IN Y4" C TYPE K 0.50 _ SPARE 20 _ 37 38 20 - SPARE 0.50 -- SPACE -- 39 40 - - SPACE - 41 42_ - MDP W 4-20M 5CM & 1#4GNU TOTAL LOAD: 81.8 KVA 227.0 AMPS L-FED IN C ELECTRICAL PANELS SCALE, N.T.S. 208' 30 A- 208 30 COMPETITION POOL LIGHT POLE WIRING DIAGRAM NOT TO SCALE 1 - TYPICALLY ONE BALLAST BOX FOR EVERY TWO FIXTURES INTERCONNECT BALLAST BOXES WITHIN EACH POLE AND TO OTHER LIGHT POLES BALLAST BOXES ON THE SAME CIRCUIT. 2 - COMPETITION POOL LIGHTING CONTACTOR LOCATED AT THE MAIN ELECTRICAL ROOM. MASTER SWITCH TO BE LOCATED IN MAIN ELECTRICAL ROOM. PROP-RL LY LABEL LIGHTING CONTACTOR AND_ MASTLR_SwITCH. T' , BY MANUF. TS (TYP. ) LE '3' REGISTERED ENGINEER N04. 32576 STATE OF FLORIDA revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 BLOG.DEPT.COMM ENTS & OWNER CHANGES 01/05/2000 OWNER CHANGES `2 1/24/00 AOWNER CHANGES 3. 04/03/00 Y. LL D V lie J Q � U W m WCc W>Q 0t0C 0z F1nmL z >3:W N W ea Lu ZU)(7 < CD kO 2 Z d O� Q_ A� UCL O Z a J mommm drawn by F.R. Checked by G.F. scale AS SHOWN ,�n�.-,,a�_:�rrras�vxltaac• o- (� PANEL - ' E Q' (ADMINISTRATION BUILDING) 20/208 VOLTS, 30 4 WIRE S/N 22,000 AIC 400 AMPS ❑ MAIN BREAKER OR M M.L.O. O 208 VOLTS ❑ FLUSH OR ❑X SURFACE MOUNTED El TOP OR ❑ BOTTOM FED KVA SERVES WIRE/CND TRIP CKT. ABC CKT.TRIP WIRE/CND SERVES KVA 0.72 RECEPTACLES POOL EQUIP. AREA 3 #"12 IN 20 1 2 20 3 # 12 IN A 15" C. RECEPTACLES POOL EQUIP. AREA 0.5 1.2 STRANTROL SYS 5 3 111"12 IN 20 3 4 50 3 # 8 PUMP 14.9 1.2 CO Z FEEDER 3 # 12 IN 20 5 6 1 # 10 GND WITH 1.2 CL FEEDER 3 #^12 IN 20 7 8 IN Y4" C 15 HP 1.10 ADMIN. OFFICE RECEPTACLES 3 # 12 IN q yk^ C 20 9 10 20 A Vi" C ADMIN. OFFICE RECEPTACLES 1.1 0.2 MACHINE AII�"2 CIN 20 11 12 20 q IJ" C. CO2 FEEDER 1.2 0.4 BOOSTER 3 N 12 IN 20 13 14 20 A III y" CIN . STRANTROL SYS 5 1.2 PUMP 15 16 20 A 15" C. CL FEEDER 1.2 11.6 PUMP 3 # 8 & 60 17 18 200 3 # 3/0 PUMP 54.0 W9 TH 1 # 10 GND 19 20 1 # 6 GND WITH 12HP IN V4 C. 21 IN 2" C 50 HE 28.2 PUMP 3 # 3 & 23 24 A 44" C . CONTACT CHAMBER 1.0 WITH 1 # 8 GND 35 25 26 20 # 12 IN " C MACHINE 0.2 25 HP IN IV-'C. 27 28 20 A IN EXT BLDG OUTLETS 0.5 0.5 JUNCTION BOX 3 1111 I A 11 C. 20 29 30 20 - SPARE 0.5 - SPACE - - 31 32 33 34 35 36 - SPACE - 37 38 39 40 41 42 FED FROM: MDP W/ 4-5100 MCM & 1 # 3 GND TOTAL LOAD: 123.6 KVA 343.4 AMPS PANEL - 'C' (CONCESSION STAND) 120/208 VOLTS, 30 4 WIRE --------S/N 22,000 AIC 100 AMPS ❑X MAIN BREAKER OR ❑ M.L.O. O 208 VOLTS 50 A) ❑ FLUSH OR Lx] SURFACE MOUNTED [] TOP OR ❑BOTTOM FED KVA SERVES WIRE/CND TRIP CKT. ABC CKT TRIP WIRE/CND SERVES KVA 0.90 ABOVE COUNTER RECEPTACLES 3 A Vz# 12 " C. IN 20 1 2 20 3 # 1Yh" C. 2 IN A ABOVE COUNTER RECEPTACLES 0.90 0.72 CENTRAL FOOD COUNTERS A# 12 IN 20 3 4 20 A# 14 1"2 IN LIGHTS AND EMERGENCY DEVICES 0.45 - ICE MACHINE 3 # A �.. 12 C 1N 20 5 6 20 3A%2 1N A REFRIGERATOR 0.5 1.20 FREEZER 3 A Yi" # 12 C. IN 20 7 8 20 3 # 12 IN q MICROWAVE 0.5 1,20 WATER HEATER 3 # 10 IN 30 9 10 20 A# 12 IN POLE OUTLETS 0.5 1 A V'e" C. 11 12 20 - SPARE 0.5 0.5 SPARE - 20 13 14 15 16 17 18 19 20 - SPACE - 21 22 - SPACE - 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 4 FED FROM: MOP W/4 # 8 & 1 # 10 GND TOTAL LOAD: a.s KVA 41.0 AMPS IN Ya C NNN CONTINUOS LOAD CALCULATIONS O 125% PER NEC COOLER AND HEATER ARE NON CONCURRENT LOADS > ' PANEL - A (ADMINISTRATION BUILDING) 120/208 VOLTS, 3/ 4 WIRE S/N 22,000 AIC 225 AMPS ❑ MAIN BREAKER OR El M.L.O. O 208 VOLTS ❑ FLUSH OR ❑x SURFACE MOUNTED ❑ TOP OR ❑% BOTTOM FED KVA SERVES IRE/CN IP CKT. A B C CKT TRI E/CNDI SERVES KVA 5.0 EXT POOL FLOOD LIGHTING 3 # 12 & 20 1 2 20 3 /� 12 & EXT POOL FLOOD LIGHTING 5.0 TYPE A 1 12 3 4 1 # 12 GND TYPE A 5 6 INYa" c 1 1.75 SITE LIGHTING 3 # 12 7 8 20 3 # 12 SITE LIGHTING 1.60 TYPE B IN 1/2"20 t" C 9 10 IN Vi" C TYPE D 0.90 POOL UNDERWATER LIGHTS 3 # 12IN A yy^ C. 20 11 12 20 3 #12 IN q 1h• C POOL UNDERWATER LIGHTS 0.90 0.90 POOL UNDERWATER LIGHTS V512 CN A III 20 13 14 20 AIII �"2 CN POOL UNDERWATER LIGHTS 0.90 1.34 POOL EQUIPMENT ROOM LIGHTS 3 # I"2 IN 20 15 16 20 3 # 12 N q Vz" CI ADMINISTRATION OFFICE LIGHTS 1.00 1.61 ADMIN. BLDG OFFICE LIGHTS 3 # 12 1N 20 17 1g 20 3 # 12 IN A Vz^ C. FIRST AID OFFICE & ELEC ROOM 0.90 0.90 ADMIN. OFFICE RECEPTACLES A#Vt12 CN 20 19 20 20 q V," C, ADMIN, OFFICE RECEPTACLES 1.10 1.10 ADMIN. OFFICE RECEPTACLES 3 # 12 q Vz' C. IN 20 21 22 20 3 # 12 IN q yc�• C LOUNGE MICROWAVE 0.18 0.18 LOUNGE REFRIGERATOR 3 # 12 IN A Vi' C. 20 23 24 20 3 # 12 A Vi' C. IN IF-2 0.8 0.7 LIGHT POLE OUTLETS 3 # 1^2 IN 20 25 26 35 3 # 8 & CU-1 9.2 13.2 AC-1 3 # 8 & 40 27 28 1 # 10 GND 1 # 10 GND 29 30 IN Ya" C IN Yi C 31 32 25 WATER HEATER 4.1 - SPACE - - 33 34 0.5 MAIN ELEC ROOM TELEPHONE A# 12CN 20 35 36 20 2 # 12 IN CONTACT COIL 0.1 0.5 SPARE 20 37 38 - - SPACE - 39 40 41 42 FROM: MOP W 4 IN 0 & 1 # 4 GND TOTAL LOAD 553 KVA 154 AMPS 120/208 VOLTS, 3/ 4 WIRE -_S/N 10,000 AIC 225 AMPS ❑ MAIN BREAKER OR ❑ M.L.O. O 208 VOLTS (225) ❑ FLUSH OR ❑ SURFACE MOUNTED ❑ TOP OR OBOTTOM FED PANEL - ' R' (RESTROOMS) KVA 0.42 0.72 1.60 0.80 0.80 0.80 2.50 0.5 SERVES WIRE/CND TRIP ABC X132IN CKT TRIP WIRE/CND SERVES KVA 0.42 0.54 1.20 1.00 0.5 Q.2 2.08 54 _ BATHROOM LIGHTING WOMEN 3 # 12 A l5" C. IN 20 1 2 20 3 # 1I q yy^2 N C BATHROOM LIGHTING MENS RECEPTACLES WOMANS A0ti1"2 CN 20 3 20 A#�?CN RECEPTACLES MENS SITE LIGHTING 3 # 12 20 5 6 20 3 # 12 SITE LIGHTING TYPE D IN 14" C 7 8 C TYPE D"9 SITE LIGHTING 3 # 12 20 9 10 2D:'�� 3 # 1 1 HP SEPTIC MOTOR-_.1.00 TYPED IN Vx' C 11 12 IN It" C SITE LIGHTING 3 # 12 20 13 14 20 3 # 12 1 PTIC _. OR TYPE C IN V5" C 15 16 IN W C ,",-- SITE LIGHTING 3 # 12 20 17 18 20 3 11112 .'OUTLETS TYPE C IN Vh" C 19 20 20 3 # 12 SPA PUMP SPA PUMP 3 # 12 25 21 22 20 1312 SPA PUMP 2.0 HP IN 14" C 23 24 20 3 � SPA PUMP SPARE - 20 25 26 �• C 1.5 HP 27 28 150 3 # 1/0 & WATER HEATER 29 3 :- 1 # 6 GND 31 2" c el SPACE 20 33 4 20 - SPACE 35 36 3 38 39 40 41 42 FED FROM: MOP w a IN 3'C D & 1 # 4 GND;,,L LOAD: 70.3 KVA 195.3 AMPS IN • CONTINUOS LOAD CALCULATIONS O CIRCUIT THROUGH TIME CLOCK &,0 i% PER NEC TING CONTACTOR PANEL - ' M D P ' MAIN 1 OF 1 120/208 VOLTS, 30 4 WIRE S/N 42,000 AIC l 800 AMPS X❑ MAIN BREAKER OR ElM.L.O. O 208 VOLTSI (800 A) ❑ FLUSH OR SURFACE MOUNTED ❑ TOP OR ❑X BOTTOM FED KVA SERVES WIRE/CND TRIP CKT. ABC CKT TRIP WIRE/CND SERVES 123.6 PNL 'EO' 4-500 MCM 400 1 200 4-4/0 & PNL 'A' 555 & 1# 3 G. 3 4 4 GND Kl- IN 3" C 5 6 14.9 PNL 'C' 4-8 & 50 7 8 1 4-4/0 & L 'R' 70.3 1 1 # 10 GND 9 10 12 225 1/4 GND IN 3" C ^---_� j IN Y4" C 11 0.5 SPARE - 20 13 14 20 - SPARE 0.5 15 16 17 18 -- 1 - SPACE -- 19 20 . ,.. SPACE - 21 2 23 4 FED FROM400MCM IN 3,GU. A H TOTAL LOAD: 267 KVA 742 AMPS A-1 AO •- 208V A-3 30 Bs e.- cs .--I A0 0 208V B0 3� A-61 Co " COMPETITION POOL LIGHTING CONTACTOR LE WIRING DIAGRAM NOT TO SCALL 1 - TYPICALLY ONE BALLAST BOX FOR EVERY TW IXTURES INTERCONNECT BALLAST BOXES WITHIN EACH P AND TO OTHER LIGHT POLES BALLAST BOXES ON THE SA CIRCUIT. 2 - COMPETITION POOL LIGHTING CONTACTOR LOCATED A MAIN ELECTRICAL ROOM. MASTER SWITCH TO BE LOCH IN MAIN ELECTRICAL ROOM. PROPERLY LABEL LIGHTING CONTACTOR AND MASTER SWITCH. BY MANUH.I'I 1000 WATTS LUMINAIRE (TYP.) POLE '3' GE�ORGLL 91RE60, P.E. REGISTERED ENGINEER NO. 32578 STATE OF FLORIDA (�f�bJ DATE - revision 100% C.D.'S 10/29/99 PERMIT SET 11/19/99 BLDG.DEPT.COMMENTS & OWNER CHANGES 01/05/2000 I � J Q V � O Cr Z Q W cc+> � W o W W > RE M Z <0OJ0 F5 JWm U. W aWF=d CC -Urn O per ¢ _ Z C7 Q (a to p Z (6 Z rn CL a. � O z a a J drawn by F.R. checked by G.F. scale AS SHOWN date 06/18/99 job no. 97034 cad no. 7034-eO6 drawing E-8 8 of F, ki 'APPROVED:�:--� STATE OF FLORIDA ITA DEPARTMENT OF HE�LT H IEr TI OFLPUSLL C HEALTH E9 GFaiJE d C'r! IN`CY Dl..s,i (�� v r OSAL S`1STE�A ON (iV1TE� w{ eaJa t DSER3AL h O,2;1-DATE NoncE ern OwM DESIGNER Rr CONTRACTHIS PLAN HAS BEEN REVIEWED FOR COMPCE THE PRESENT REQUIREMENTS OF THE SOUORID BUILDING CODE ONLY. PLEASE CONTACT THE OFFICE OF THE AMERICANS WITH DISABILITIES ACT (ADA) AT (202) 514-0301 IF YOU HAVE CONCERNS ABOUT THE APPLICABUTY OF THE ADA TO THIS PROJECT." KNOW THE FLORIDA LITTER LAW. FLORIDA STATUTES 403:413 COMMERCIAL ILLEGAL DUMPING IS A 3RD DEGREE FELONY WHICH CAN BE PUNISHABLE BY IMPRISONMENT, FINES, FORFEITURE OF EQUIPMENT, AND CIVIL PENALTIES. JOB COPY MIAMI SHORES VILLAGE APPROVED BY DATE - ZONING STRUCTURAL I�I as ELECTRICAL -2 r,� PLUMBING MECHANICALULV " 141 ROOFING BLDG. OFFICIAL SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUNTY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES N^ V.SPONSIBRITIES FOR ACCURACIF OF OR RESULTS FROM 1 THESE PLANS COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED MIAMI SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUDDER 6 CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE CF All BUI REGULATIONS WHETHER OR NOT SPECIFICALLY INDICATED HEREIN. W