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Home My WebLink About7660 Emerson Hill CirSWIMMING POOL EQUIPMENT AREA (SEE DETAILS) DECK NOTES: 1. DECK SHALL HAVE A SMOOTH, SLIP RESISTANT FINISH. 2. DECK SHALL HAVE NO PITTING OR CREVICES MORE THAN 3/16" DEEP. 3. IF SETTLING OR WEATHERING OF THE DECK OCCURS THAT WOULD CAUSE STANDING WATER, THE ORIGINAL SLOPES SHALL BE RESTORED OR CORRECTIVE DRAINS INSTALLED. 4. DECK AREAS SHALL UNIFORMLY SLOPE 2% AWAY FROM POOL TOWARD DRAINS OR PERVIOUS AREA (EXCEPT AS NOTED IN ZERO ENTRY AREAS, IF APPLICABLE). 5. IF A CURB IS PROVIDED, DECK MUST BE LESS THAN 10" FROM TOP OF CURB. 6. POOL DECK SHALL HAVE MINIMUM 4 FEET OF UNOBSTRUCTED WIDTH AROUND PERIMETER OF POOL, HANDRAIL AND LADDER ANCHORS, AND SLIDES. 7. TRAFFIC BARRIERS ARE REQUIRED TO PREVENT OBSTRUCTION OF DECK BY VEHICLES (WHERE APPLICABLE). 8. HOSE BIBB WITH VACUUM BREAKER SHALL BE PROVIDED TO WASH DECK WITH POTABLE WATER. 9. THE VERTICAL CLEARANCE ABOVE THE POOL DECK SHALL BE AT LEAST 7 FEET. THIS PLAN REMAINS THE PROPERTY OF AQUATIC CONSULTING ENGINEERS, INC. (ACE), AND IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION OF ACE. THE ENGINEER STRONGLY REQUIRES CONTRACTOR BUILD FROM PLANS AS APPROVED BY "HE LOCAL BUILDING DEPARTMENT AND THE FLORIDA DEPARTMENT OF HEALTH. ACE IS NOT RESPONSIBLE FOR CONSTRUCTION ERRORS OR OMISSIONS RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. POOL WET DECKS SHALL BE UNIFORMLY SLOPED 2% AWAY FROM THE POOL(S) OR TO DECK DRAINS TO PREVENT STANDING WATER. (DECK DRAINS BY OTHERS) TO POOL ELECTRIC PANEL W/ TIMER FORS LIGHTS (BY OTHERS) J-BOX & LOW VOLTAGE TRANSFORMER FOR LOW VOLTAGE POOL LIGHTS SHOWER AND HOSE BIBB WITH APPROVED BACKFLOW PREVENTER INSTALL WITHIN THE CONFINES OF APPROVED POOL BARRIER 1" RIG!D PVC CONDUIT W/ PRE-WIREC POOL LIGHT CORD (BY OTHERS) POOL SAFETY SWIMMING POOL RULES EQUIPMENT _ (MOUNT IN A SIGN W/SUNSHELF RULES CONSPICUOUS AND (SEE REQUIREMENTS - READILY BY OTHERS) ACCESSIBLE LOCATION ALONG LONGER SIDES OF PLANTER EACH POOL) 11' (BY OTHERS) (TYPICAL OF 2) 7. �e .. 4'-2" j O i / 4 • I, 38'-7" I. PROPOSE �. .� COMMERCI SWIMMING F DECK LEVEL PLANTER (FLUSH) 4'-5" J (TYP., BY OTHERS) 1" RIGID PVC CONDUIT W/ PRE -WIRED POOL LIGHT CORD (BY OTHERS) Tiff PLANTER (BY OTHERS) 13'-3" OBSTRUCTED POOL PERIMETER PERMANENT "NO ENTRY" SIGNS OR MARKERS SHALL BE INSTALLED TO DISCOURAGE PATRON ? ACCESS SWIMMING POOL RULES SIGN W/SUNSHELF RULES (SEE REQUIREMENTS - BY OTHERS) (VERIFY LOCATION IN FIELD) NOTE: EQUIPMENT AREA SHALL BE ILLUMINATED WITH 30 FC MIN. ILLUMINATION AT FLOOR LEVEL. --_ --- m i ii I I I i PLANTER m (BY OTHERS) i I l � � I r 4'- 3 m © � m I-T- 13'- 3" OBSTRUCTED POOL PERIMETER F-4 , DECK LEVEL ---PLANTER (FLUSH) (TYP., BY OTHERS) , ALL DOORS, WINDOWS, AND GATES AREA PLAN LEADING TO POOL NORTH DECK SHALL MEET SCALE: 3/32'p = 1 -0" FBC POOL BARRIER REQUIREMENTS LANDSCAPE IRRIGATION WATER REQUIREMENTS: NOTE: FOOD OR DRINK SERVICE LANDSCAPE IRRIGATION WATER THAT WETS THE WET DECK AREA OF THE POOL, THE POOL ITSELF, ENTERS FACILITIES SHALL NOT BE THE COLLECTOR TANK, OR WETS AN INTERACTIVE WATER FEATURE MUST BE POTABLE WATER FROM A LOCATED WITHIN 12 FEET PUBLIC WATER SYSTEM OR SHALL MEET THE BACTERIOLOGICAL QUALITY OF POTABLE WATER AS EVIDENCED (3,658 MM) OF THE BY ANNUAL LABORATORY ANALYSIS SUBMITTED TO THE DEPARTMENT OF HEALTH. RECLAIMED WATER MAY WATER'S EDGE. NOT BE USED IN THESE AREAS. IF RECLAIMED WATER IS USED IN THE VICINITY OF THE POOL (INSIDE OF THE POOL FENCE WITHIN 100 FEET OF THE POOL WATER'S EDGE) IT MUST EMPLOY DRIP IRRIGATION OR SOAKER HOSES. SIGNS SHALL BE POSTED NOTIFYING POOL PATRONS THAT RECLAIMED WATER IS IN USE, AND IS NOT TO BE CONSUMED. NOTE: NOTE: PROVIDE CONTINUOUS 4 FEET WIDE EXCESS FILL SHALL CLEAR WET DECK AROUND ENTIRE BE HAULED SWIMMING POOL PERIMETER. OFFSITE. NOTE: (2) WP 125V, 15A OR 20A GFCI RECEPTACLE ON A GENERAL PURPOSE CIRCUIT SHALL BE LOCATED AT OPPOSITE ENDS OF EACH POOL, BETWEEN 6' MIN. TO 20' MAX. FROM WATER AND MOUNTED NOT LESS THAN 8" ABOVE MAX. WATER LEVEL OR 4" ABOVE POOL DECK (WHICHEVER IS GREATER) AND NOT MORE THAN 6'-6" ABOVE POOL DECK TO FACILITATE POOL MAINTENANCE (BY OTHERS) THESE PLANS ARE RELEVANT TO THE POOL & POOL EQUIPMENT ONLY. RESTROOM INFORMATION IS SHOWN FOR REFERENCE PURPOSES ONLY. RESTROOM CONSTRUCTION IS BY OTHERS UNDER SEPARATE PERMIT. POOL DECK, FENCING, GATES & LANDSCAPING IS BY OTHERS UNDER SEPARATE PERMIT. NOTE: NO HIGH VOLTAGE ELECTRIC (>12V) PERMITTED WITHIN 5' OF POOL WATER - ELECTRIC OVER 12V AND LESS THAN 10' FROM POOL (WHILE STILL AT LEAST 5' FROM POOL WATER) MUST BE GFCI PROTECTED BARRIER NOTES: 1. FENCE AND GATES UNDER SEPARATE PERMIT BY OTHERS- ONLY SHOWN ON PLANS FOR REFERENCE PURPOSES. 2. ACCESS THROUGH THE FENCE FROM DWELLING UNITS SHALL BE VIA MINIMUM 48" HIGH SELF -CLOSING, SELF -LATCHING LOCKABLE GATES. OPERABLE PARTS USED FOR OPENING DOORS AT THESE ACCESS POINTS SHALL BE 45 INCHES (1143 MM) MINIMUM TO 48 INCHES (1220 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 3. DOORED ACCESS FROM PUBLIC ROOMS NEED NOT BE THROUGH GATE, IF THE DOORS MEET THE SAME SELF -CLOSING, SELF -LATCHING REQUIREMENTS AS A GATE. 4. PERMANENT NATURAL OR MANMADE FEATURES SUCH AS BULKHEADS, CANALS, LAKES, NAVIGABLE WATERWAYS, ETC. ADJACENT TO A POOL MAY BE PERMITTED AS A BARRIER WHEN APPROVED. 5. A LATCHED, LOCKABLE GATE SHALL BE PLACED IN THE FENCE WITHIN 10 FEET OF THE CLOSEST POINT BETWEEN THE POOL AND THE EQUIPMENT AREA FOR SERVICE ACCESS. NIGHT SWIMMING REQUIREMENTS: THESE POOLS ARE NOT DESIGNED OR INTENDED FOR NIGHT SWIMMING. IN ORDER FOR NIGHT SWIMMING TO BE AUTHORIZED, THE FOLLOWING MUST BE DONE: 1. OVERHEAD LIGHTING IN ACCORDANCE WITH FBC 454.1.4.2.1 MUST BE INSTALLED. 2. THE LIGHTING MUST BE CERTIFIED BY A FLORIDA REGISTERED ENGINEER. 3. HEALTH DEPARTMENT APPROVAL MUST BE OBTAINED. NOTE: ALL FINISHES SHOWN ON THESE DRAWINGS ARE GENERIC. ALL FINISH MATERIALS (INCLUDING, BUT NOT LIMITED TO, ADHESIVES, GROUTS, AND BONDING AGENTS) SHALL BE MANUFACTURER SPECIFIED AS SUITABLE FOR USE IN POOL/SPA APPLICATIONS. ALL MATERIAL INSTALLATIONS SHALL COMPLY WITH FBC, ALL RELEVANT INDUSTRY STANDARDS, AND ALL MANUFACTURER INSTRUCTIONS AND SPECIFICATIONS. ALL MATERIALS AND FINISHES USED ON HORIZONTAL SURFACES SHALL BE SLIP RESISTANT WHEN WET. TE: ESE PLANS DO NOT INCLUDE ALL TECHNICAL ECIFICATIONS REQUIRED FOR CONSTRUCTION. LICENSED NTRACTOR SHALL REFERENCE ALL MANUFACTURER ;TRUCTIONS AND SPECIFICATIONS. m 0 0 0 TO POOL ELECTRIC PANEL W/ TIMER FOR LIGHTS (BY OTHERS) J-BOX & LOW VOLTAGE TRANSFORMER FOR LOW VOLTAGE POOL LIGHTS . o ❑ ❑ POOL SHALL BE ENCLOSED BY A MIN. 48" HIGH FENCE AND THE BUILDING WITH SELF -CLOSING, SELF -LATCHING LOCKABLE GATES OPENING AWAY FROM POOL. GATE LATCHES SHALL BE 54" ABOVE BOTTOM OF GATE OR MINIMUM 3" BELOW THE TOP OF GATE ON POOL SIDE. BARRIER SHALL NOT ALLOW PASSAGE OF 4" DIAMETER SPHERE. LOCKS, IF SELF-LOCKING, MAY BE 34" MINIMUM AND 48" MAXIMUM ABOVE THE FINISHED FLOOR OR GROUND. !FDoH POOL NOTES INDEX: 1. POOL LAYOUT NOTES - SEE SHEET 3 2. RESTROOM NOTES - SEE SHEET 2 3. EQUIPMENT ROOM/ENCLOSURE NOTES - SEE SHEET 6 4. FOUNDATION NOTE - SEE SHEET 9 5. CONCRETE & REINFORCEMENT NOTE - SEE SHEET 9 6. MISCELLANEOUS NOTES - SEE SHEET 2 7. DECK NOTES - SEE SHEET 1 8. BARRIER NOTES - SEE SHEET 1 9. LANDSCAPE IRRIGATION WATER NOTES - SEE SHEET 1 10. NIGHT SWIMMING REQUIREMENTS - SEE SHEET 1 10.1. NOTE: POOL NOT DESIGNED FOR NIGHT SWIMMING 11. POOL EQUIPMENT NOTES - SEE SHEETS 10 12. AMERICANS W/ DISABILITIES ACT NOTE - SEE SHEET 2 454.1.4.2 LIGHTING. ARTIFICIAL LIGHTING SHALL BE PROVIDED AT ALL SWIMMING POOLS WHICH ARE TO BE USED AT NIGHT OR WHICH DO NOT HAVE ADEQUATE NATURAL LIGHTING SO THAT ALL PORTIONS OF THE POOL, INCLUDING THE BOTTOM, MAY BE READILY SEEN WITHOUT GLARE. 454.1.4.2.1 OUTDOOR POOL LIGHTING. LIGHTING SHALL PROVIDE A MINIMUM OF 3 FOOTCANDLES (30 LUX) OF ILLUMINATION AT THE POOL WATER SURFACE AND THE POOL WET DECK SURFACE. UNDERWATER LIGHTING SHALL BE A MINIMUM OF 1 /2 WATT INCANDESCENT EQUIVALENT, OR 10 LUMENS, PER SQUARE FOOT OF POOL WATER SURFACE AREA. 454.1.4.2.3 UNDERWATER LIGHTING. UNDERWATER LUMINAIRES SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. THE LOCATION OF THE UNDERWATER LUMINAIRES SHALL BE SUCH THAT THE UNDERWATER ILLUMINATION IS AS UNIFORM AS POSSIBLE. UNDERWATER LIGHTING REQUIREMENTS CAN BE WAIVED WHEN THE OVERHEAD LIGHTING PROVIDES AT LEAST 15 FOOTCANDLES (150 LUX) OF ILLUMINATION AT THE POOL WATER SURFACE AND POOL WET DECK SURFACE. 454.1.4.2.5VOLTAGE LIMITATION. UNDERWATER LIGHTING, OR LIGHTING THAT MAY BE EXPOSED TO NOZZLEDIRECTED POOL WATER, SHALL NOT EXCEED 30 VOLTS DC OR 15 VOLTS AC. SUCH LIGHTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND BE LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY. David Faerman PoE Digitally signed -q by David � Faerman, RE Date: 2023.01.13 16:23:44-05'00' ALL WORK SHALL COMPLY WITH PREVAIL CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES IN -GROUND AYB 2 COMMERCIAL SWIMMING POOL'ITYOF®ATE �� ZEPN��WI DESIGN DATA FINER NUMBER OF LIVING UNITS 252 LODGING STATUS NON -TRANSIENT NOMINAL DIMENSIONS go,-O" X 61'-9" PERIMETER 260 L.F. MINIMUM REQUIRED POOL AREA* 728 S.F. DESIGN SURF/\CE AREA (SWIMMING POOL) 2,495 S.F. DEPTH 0'-0" TO 5'-0" TO 3'-6- VOLUME 56,685 GALLONS DESIGN RECIRC. FLOW RATE 260 GPM DESIGN TURNOVER TIME 3.6 HOURS MINIMUM TOTAL FACILITY BATHING LOAD* 36 BATHERS DESIGN DATH NG LOAD (SWIMMING POOL) 52 BATHERS *MINIMUM WATER SURFACE AREA AND BATHING LOAD CAPACITY SUFFICIENT TO SUPPORT 252 NON -TRANSIENT LIVING UNITS NOTE: TOTAL OBSTRUCTED PERIMETER = 26.5 L.F. (10.2%) MAXIMUM INDIVIDUAL OBSTRUCTION LENGTH = 13.2 L.F. (5.1%) UP TO TWENTY PERCENT CF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED AS LONG AS ANY ONE OBSTRUCTION DOES NOT EXCEED 10 PERCENT OF THE POOL PERIMETER OR 20 FEET (6096 MM), WHICHEVER IS LESS, IN ANY ONE AREA MERE WATER DEPTH IS 5 FEET (1524 MM) OR LESS. OBSTRUCTIONS SHALL HAVI: A MIN. 4'-0" WIDE WET DECK AREA BEHIND OR THROUGH THEM, WITH THE NEAR EDGE OF THE WALK WITHIN 15 F1=ET (4572 MM) OF THE WATER. NOTE: THE POOL, POOL DESK. AND POOL EQUIPMENT, AS ILLUSTRATED ON THESE ENGINEERED PLANS, MEET THE REQUIREMENTS OF FBC-B 454.1 (2020) AND NEC (2017). U) z I w� 0 Q z�op� z 0 c, 0 � Ln U w��z�=o 0 V) Q ILL uj G J uj LLJ Cn N {C3 7 N N N OLL_ l Q1 o � Q c o0 Ld w crJ a- O 3: y C z to w (DO J LLJ O w N Q Q'C Ld Z �. Q Ld 00 cl- < 00 w W c1f _w Li.l a LL Uc N w 00 _J l I w PROJECT NO. 22CO93 Qo 0 z0 Z U Zw = �~ (nU �LLL W Q Q p 2 x< F z Q Q V) CL W p Z �.wJO JQ0 _j z 0Wuj F-�00 0�� Caw " (n0ll�w w -o< LL0w wQwZ m5�- Owmw cnLDccnC) cnQZo� wV)1� _ U Q O . cc U W w m w U - w F-� WwN J Z 0 H0�of Fn Q~ �Q C�w� ZZZU �cww�to n 0 -Ucnw `��,•�`�� L F AE�'f * ; No. 47646 STATE OF r r0OR fJ '. (V S10NAI.E��``� 01 /13/2023 DAVID I FAERMAN, P.E. FL. LICENSE NO. 47646 PERMIT SET NO. DATE I DESCRIPTION SHEET 1 OF 11 �ii�iiLis-i rt1.14_1� �L.. M.+ IIf-1LYei IAL't�461t. try � J -- � RESTROOM NOTES: 1. POOLS WITH A BATHING LOAD LARGER THAN 40 PERSONS SHALL PROVIDE SEPARATE SANITARY FACILITIES LABELED FOR EACH SEX. 2. POOLS WITH BATHING LOADS OF 40 PERSONS OR LESS MAY UTILIZE TWO UNISEX RESTROOMS OR MEET THE REQUIREMENTS OF TABLE 454.1.6.1. UNISEX RESTROOMS SHALL MEET ALL THE REQUIREMENTS FOR MATERIALS, DRAINAGE AND SIGNAGE AS INDICATED IN SECTIONS 454.1.6.1.1 THROUGH 454.1.6.1.4. EACH SHALL INCLUDE A WATER CLOSET, A DIAPER CHANGE TABLE, A URINAL AND A LAVATORY. 3. POOLS WITH A BATHING LOAD LARGER THAN 40 PERSONS SHALL PROVIDE SEPARATE SANITARY FACILITIES LABELED FOR EACH SEX. 4. SWIMMING POOLS WITH A BATHING LOAD OF 20 PERSONS OR LESS MAY UTILIZE ONE UNISEX RESTROOM. UNISEX RESTROOMS SHALL MEET ALL THE REQUIREMENTS FOR MATERIALS, DRAINAGE AND SIGNAGE AS INDICATED IN SECTIONS FBC-B 454.1.6.1.1 THROUGH 454.1.6.1.4. EACH SHALL INCLUDE A WATER CLOSET, A DIAPER CHANGE TABLE, A URINAL AND A LAVATORY. 5. THE ENTRY DOORS OF ALL RESTROOMS SHALL BE LOCATED WITHIN A 200-FOOT (60 960 MM) WALKING DISTANCE OF THE NEAREST WATER'S EDGE OF EACH POOL SERVED BY THE FACILITIES. 5.1. EXCEPTION: WHERE A SWIMMING POOL SERVES ONLY A DESIGNATED GROUP OF RESIDENTIAL DWELLING UNITS AND NOT THE GENERAL PUBLIC, POOLSIDE SANITARY FACILITIES ARE NOT REQUIRED IF ALL LIVING UNITS ARE WITHIN A 200' (60 960 MM) HORIZONTAL RADIUS OF THE NEAREST WATER'S EDGE, ARE NOT OVER THREE STORIES IN HEIGHT UNLESS SERVICED BY AN ELEVATOR, AND ARE EACH EQUIPPED WITH PRIVATE SANITARY FACILITIES.) 6. OUTSIDE ACCESS TO FACILITIES SHALL BE PROVIDED FOR BATHERS AT OUTDOOR POOLS. WHERE THE RESTROOMS ARE LOCATED WITHIN AN ADJACENT BUILDING AND THE RESTROOM DOORS DO NOT OPEN TO THE OUTSIDE, THE RESTROOM DOORS SHALL BE WITHIN 50' (15 240 MM) OF THE BUILDING'S EXTERIOR DOOR. 7. WALKWAYS SHALL BE PROVIDED BETWEEN THE POOL AND THE SANITARY FACILITIES, AND SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SMOOTH SLIP -RESISTANT FINISH FOR THE FIRST 15' (4572 MM) OF THE WALKWAY MEASURED FROM THE NEAREST POOL WATER'S EDGE. 8. IF THE RESTROOMS ARE NOT VISIBLE FROM ANY PORTION OF THE POOL DECK, SIGNS SHALL BE POSTED SHOWING DIRECTIONS TO THE FACILITIES, DIRECTIONS SHALL BE LEGIBLE FROM ANY PORTION OF THE POOL DECK; LETTERS SHALL BE A MINIMUM OF 1 "(25 MM) HIGH. 9. ONE DIAPER CHANGING TABLE SHALL BE PROVIDED AT EACH RESTROOM UNLESS ALL POOLS ARE RESTRICTED TO ADULT USE. (SWIM DIAPERS ARE RECOMMENDED FOR USE BY CHILDREN THAT ARE NOT TOILET TRAINED. PERSONS THAT ARE ILL WITH DIARRHEA CANNOT ENTER THE POOL.) 10. FLOORS OF SANITARY FACILITIES SHALL BE CONSTRUCTED OF CONCRETE OR OTHER NONABSORBENT MATERIALS, SHALL HAVE A SMOOTH, SLIP -RESISTANT FINISH, AND SHALL SLOPE TO FLOOR DRAINS, WHICH MUST BE INSTALLED WITHIN THE FACILITY. 10.1. THERE SHALL BE NO FOOT BATHS, CARPET OR DUCK BOARDS PERMITTED ON THE FLOOR. 11. THE INTERSECTION BETWEEN THE FLOOR AND WALLS SHALL BE COVED WHERE EITHER FLOOR OR WALL IS NOT MADE OF WATERPROOF MATERIALS SUCH AS TILE OR VINYL. 12. A MINIMUM OF ONE RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK OF ALL OUTDOOR POOLS WITHIN THE PERIMETER OF THE FENCE. 13. A HOSE BIBB WITH VACUUM BREAKER SHALL BE PROVIDED IN OR WITHIN 25 FEET (7620 MM) OF EACH RESTROOM TO ALLOW FOR EASE OF CLEANING. 14. THE FIXTURE FROM FBC-B 454.1.6.1 IS ONLY DEEMED TO BE ADEQUATE ONLY FOR THE POOL AND POOL DECK AREA THAT IS UP TO THREE TIMES THE AREA OF THE POOL SURFACE PROVIDED. IF THE RATIO OF DECK AREA TO POOL SURFACE AREA EXCEEDS 3.0 THEN THE BUILDING REQUIREMENT SHALL REGULATE THE FIXTURE COUNT, OTHERWISE THE FIXTURE COUNT SHALL BE BASED ON THE REQUIREMENT FOR THE POOL. UNDER NO CIRCUMSTANCES SHALL THE FIXTURE COUNTS BE CUMULATIVE. PROVIDE SIGNAGE INDICATING ,DIRECTIONS TO RESTROOMS (BY OTHERS) NOTE: MEN'S RESTROOM. RESTROOM LABEL DOOR "MEN". FLOORS SHALL BE SLOPED TO WOMEN'S RESTROOM. TO FLOOR DRAIN LABEL DOOR "WOMEN". a �I Hjid=d_ RESTROOMS PLAN SCALE:3/32" = 1'-0" REQUIRED FIXTURES (PER FBC-B 454.1.6.1) MEN'S RESTROOM WOMEN'S RESTROOM 0-2,500 S.F. URINALS WC LAVATORIES WC LAVATORIES REQUIRED 1 1 1 1 1 PROVIDED j 1 1 1 1 1 1 NOTE: PAPER TOWEL DISPENSERS AND DIAPER CHANGING TABLE SHALL BE PROVIDED IN EACH RESTROOM NOTE: A HOSE BIBB W/ VACUUM BREAKER SHALL BE PROVIDED WITHIN 25' OF EACH RESTROOM MISCELLANEOUS NOTES: 1. AN ATMOSPHERIC BREAK OR APPROVED BACKFLOW PREVENTION DEVICE SHALL BE PROVIDED IN EACH POOL WATER SUPPLY LINE THAT IS CONNECTED TO A PUBLIC WATER SUPPLY. 2. VACUUM BREAKERS SHALL BE PROVIDED ON ALL HOSE BIBBS. 3. RECIRCULATION AND TREATMENT EQUIPMENT SHALL BE TESTED AND APPROVED USING THE NSF/ANSI STANDARD 50. 4. THE POOL RECIRCULATION SYSTEM MUST BE OPERATED AT ALL TIMES WHEN THE POOL IS OPEN FOR USE. OPERATIONS WHEN THE POOL IS CLOSED MUST COMPLY WITH 64E-9.004(5) 5. POOL MAKEUP WATER SUPPLY SHALL BE FROM AN APPROVED POTABLE WATER SYSTEM. 6. WATER SUPPLY AND WASTEWATER DISCHARGE LINES ARE BY OTHERS. THIS INFORMATION IS SHOWN ON PLANS FOR REFERENCE PURPOSES ONLY. 7. ONE -INCH SQUARE TILE MAY BE USED IN THE SWIMMING POOL IF THE MANUFACTURER HAS SPECIFIED THE ADHESIVE FOR USE UNERWATER TO ADHERE THE TYPE OF TILE USED [VITREOUS (GLASS) OR CERAMIC]. 11LES SHALL NOT HAVE SHARP EDGES EXPOSED THAT COULD CAUSE BATHER INJURY. ROUTE To RESTROOMS (:t40' WALKING DISTANCE FROM SWIMMING POOL; SHALL NOT EXCEED 200' MAX. WALKING DISTANCE) r r .. AMERICANS WZ DISABILITIES ACT NOTE: THESE PRIVATE RESIDENTIAL COMMUNITY POOLS HAVE BEEN DESIGNED FOR THE EXCLUSIVE USE OF RESIDENTS AND THEIR AUTHORIZED GUESTS AND AS SUCH DOES NOT COMPLY WITH TITLE 11 OF THE ADA. COMMUNITY POOLS THAT ARE ASSOCIATED WITH A PRIVATE RESIDENTIAL COMMUNITY THAT DO NOT RECEIVE GOVERNMENTAL FINANCIAL ASSISTANCE OR SPONSORSHIP AND ARE LIMITED TO THE EXCLUSIVE OF RESIDENTS AND THEIR GUESTS ARE NOT COVERED BY THE ADA ACCESSIBILITY REQUIREMENTS, INCLUDING PROVISIONS FOR POOL LIFTS OR SLOPED ENTRIES. IF A SWIMMING POOL LOCATED IN A RESIDENTIAL COMMUNITY IS MADE AVAILABLE TO THE PUBLIC FOR RENTAL OR USE IT IS REQUIRED TO COMPLY WITH TITLE II OF THE ADA. REFER TO BOAF DECLARATORY STATEMENT, DS 2013-011 FOR MORE INFO. David Faerman, P,9 E Digitally signed by David Faerman, RE Date: 2023.01.13 16:24:06-05'00' IN -GROUND COMMERCIAL SWIMMING POOL DESIGN DATA NUMBER OF LIVING UNITS 252 LODGING STATUS NON -TRANSIENT NOMINAL DIMENSIONS 90'-o" X 61'-9" PERIMETER 260 L.F. N/ INIM1JM REQUIRED POOL AREA* 728 S.F. DESIGN SURFACE AREA (SWIMMING POOL) 2,495 S.F. DEPTH 0'-0" TO 5-0" TO 3'-6- VOLUME 56,685 GALLONS DESIGN RECIRC. FLOW RATE 260 GPM DESIGN TURNOVER TIME 3.6 HOURS MINIMUM TOTAL FACILITY BATHING LOAD* 36 BATHERS DESIGN BATHING LOAD (SWIMMING POOL) 52 BATHERS *MINIMUM WATER SURFACE AREA AND BATHING LOAD CAPACITY SUFFICIENT TO SUPPORT 252 NON -TRANSIENT LIVING UNITS N 0 TE: TOTAL OBSTRUCTED P=RIMETER = 26.5 L.F. (10.2%) MAXIMUM INDIVIDUAL OBSTRUCTION LENGTH = 13.2 L.F. (5.1%) UP TO TWENTY PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED AS LONG AS ANY ONE OBSTRUCTION COES NDT EXCEED 10 PERCENT OF THE POOL PERIMETER OR 20 FEET (6096 MM), WHICHEVER IS LESS, IN ANY ONE AREA WI -ERE WATER DEPTH IS 5 FEET (1524 MM) OR LESS. OBSTRUCTIONS SHALL HAVE A MIN. 4'-0" WIDE WET DECK AREA BEHIND OR THROUGH THEM, WITH THE NEAR EDGE OF THE WALK WITHIN 15 FEET (4572 MM) OF THE WATER. NOTE: THE POOL, POCL DECK, AND POOL EQUIPMENT, AS ILLUSTRATED ON THESE ENGINEERED PLANS, MEET THE REQUIREMENTS OF FB(;-B 454.1 (2020) AND NEC (2017). V z w0o0�� m Z 0 oc�z _j Z o u�zow 0 w - _ V) O } a uj Q z J N W � N 0 LL_ C) w a_ w 0_ a_ m 0 w Q w � � N N N c� CAM M O all O � �--� ) 00 HMO W z jNCU�~ �r�rNO M 00 J WJ Ln a0W �_ r1 -t (/) N Z W Z � Q OQ 0 W � LEI a I_ Q U X LL_ U Li Q N m 0 L� J_ Q W PROJECT NO. 22CO93 a0 0 zz0~ zU zw = �~ �NUlai zLLJ 0�F=- F-ZQ a V)0 Woz O J Z 3 V J ow�w Q20za H X N p 0 0 w c�W ox �LaQU cnow� > �Q z ¢ w w m vi O� w cnQzo4 wU-) _>_ . OLcjlwU m J to Ld of W� Q IN� Ld ~ W N L z N<OWG Fn Q zzzw Uj HInnwF_(D dO V)w FAQ OQ:: NSF 9�L * ; No. 47646 ; STATE OF P•. ' F F' ••.......• m 10N�M_ 01/13/2023 DAVID I FAERMAN, P.E. FL. LICENSE NO. 47646 PERMIT SET I NN I DATE I DESCRIPTION SHEET 2 OF 11 WHEN THE SUN SHELF DOES NOT USE STAIRS AS A TRANSITION, DEPTH MARKERS OF THE ADJACENT POOL DEPTH AT THE SUN SHELF EDGE AND 'NO DIVING'MARKERS SHALL BE PLACED ON THE SUN SHELF FLOOR, EVERY 10' (3048 MM) OR LESS, ALONG A LINE NO MORE THAN 1' (305 MM) BACK FROM THE EDGE OF THE SUN SHELF ABOVE THE DEEPER POOL. A SUN SHELF MUST HAVE A DARK CONTRASTING SLIP -RESISTANT TILE MARKING AT THE EDGE OF THE SHELF AND THE POOL WALL EXTENDING 4" (102 MM) FROM THE HORIZONTAL SHELF EDGE SURFACE. ADDITIONALLY, A 2•(51 MM) CONTRASTING TILE LINE IS REQUIRED ON THE VERTICAL POOL WALL AT THE EDGE OF THE SHELF. SECTION D- (SUNSHELF) 144 SF 808 GAL DECK SHALL SLOPE F AWAY 2%, TYP. CUSTOM 3-BEND SS HANDRAIL ANCHOR IN DECK AND SUN SHELF PROVIDE MIN. 4' CLEAR WET DECK BEHIND SUN SHELF --- (SEE DETAIL) PROVIDE DUAL DEPTH MARKERS IN ACCORDANCE WITH FBC 454.1.9.6.4 "DEPTH AT WALL" DEPTH AT CENTER" 30OW EQUIVALENCY, 12V LED UNDERWATER LIGHT. LOCATE LIGHT MIN. 18" BELOW WATER LINE AS MEASURED TO TOP OF LENSE (TYP. OF 5, SEE MANUFACTURER INSTRUCTIONS) 3'-6" DEEP O _---- 9'-5j" 0'-9„ DEEP SUN OSHELF CUSTOM 3-BEND SS HANDRAIL ANCHOR IN DECK & BOT. STEP PROVIDE MIN. 4' CLEAR WET DECK BEHIND 3'-6- DEEP NO 3'-6" DEEP O DIRECTIONALLY ADJUSTABLE RETURN INLET DO NOT EXCEED 20'---' MAX. SPACING LOCATE MIN. 12" BELOW WATER LINE, TYP. OF (11) 20'-0$" DO NOT EXCEED 47-0" 4'-0" MAX. WATER DEEP DEPTH WITHIN 3'-0" OF SUN SHELF EDGE 3'-6" DEEP �6MT ppri AT WSECTION C- 1,465 SF 45,915 GAL PROVIDE DUAL DEPTH MARKERS IN ACCORDANCE WITH FBC 454.1.9.6.4 "DEPTH AT WALL" DEPTH AT CENTER" POOL LAYOUT NOTES: 1. OWNER AND LICENSED CONTRACTOR SHALL VERIFY POOL LAYOUT AND ALL DIMENSIONS PRIOR TO COMMENCEMENT OF WORK AND SHALL NOTIFY ENGINEER OF ANY CHANGES OR DISCREPANCIES AND OBTAIN REVISED PLANS WHERE REQUIRED. 2. ALL POOL WALLS SHALL HAVE MINIMUM 15 FEET CLEARANCE PERPENDICULAR TO A TANGENT TO THE WALL. 3, ALL CORNERS IN POOL SHALL FORM A MINIMUM 90 DEGREE ANGLE. 4. PROTRUDING CORNERS SHALL HAVE AT LEAST A 2" RADIUS THROUGH THE TOP OF GUTTER EDGE. 5. COPING SHALL NOT OVERHANG THE POOL MORE THAN 1.5 INCHES. 6. THE UPPER PART OF THE POOL WALLS (FIRST 5 FEET) SHALL BE MEASURE WITHIN 5 DEGREES OF VERTICAL FOR AT LEAST 2 FEET 6 INCHES. OVER 5 FEET OF DEPTH WALLS SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO THE POOL DEPTH MINUS 2 FEET 6 INCHES AND THE RADIUS JOINING THESE UPPER SECTIONS TO THE FLOOR SHALL NOT EXCEED 2 FEET 6 INCHES. 7. IN AREAS LESS THAN 5 FEET DEEP, THE POOL FLOOR SHALL HAVE A MAXIMUM SLOPE OF 1 FOOT VERTICAL IN 10 FEET HORIZONTAL AND A MINIMUM SLOPE OF 1 FOOT VERTICAL IN 60 FEET HORIZONTAL. 8. IN AREAS GREATER THAN 5 FEET DEEP, THE POOL FLOOR SHALL HAVE A MAXIMUM SLOPE OF 1 FOOT VERTICAL IN 3 FEET HORIZONTAL. 9. EXCEPT FOR ZERO ENTRY AREAS, THE POOL SHALL BE AT LEAST 3 FEET DEEP IN THE SHALLOW AREA, AND AT LEAST 4 FEET DEEP IN THE DEEP AREA. 10. MINIMUM 4" HIGH PERMANENT DEPTH MARKINGS WITH COLOR CONTRASTING TO THE BACKGROUND SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE SHALLOW END, SLOPE BREAK, DEEP END WALL AND DEEP POINT WITH A MAXIMUM PERIMETER DISTANCE BETWEEN DEPTH MARKINGS OF 25 FEET (20 FEET MAX. AT SUN SHELF), LOCATE MARKERS ABOVE THE WATER LEVEL ON THE INSIDE WALL OF THE ROLL -OUT GUTTER AND ON THE POOL DECK WITHIN 2 FEET OF THE POOL WATER. "FT" AND "IN" MARKINGS SHALL BE PROVIDED FOR DEPTH MARKINGS AND SHALL BE A MINIMUM OF 4" HIGH. WHEN A CURB IS PROVIDED, DEPTH MARKINGS SHALL BE PROVIDED ON INSIDE AND OUTSIDE OR TOP OF THE POOL CURB. DEPTH MARKERS SHALL INDICATE ACTUAL DEPTH WITHIN 3 INCHES. 11. THE DEPTH AT THE DEEPEST POINT / MAIN DRAIN GRATE SHALL NOT DEVIATE MORE THAN 3 INCHES FROM THE SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT THAT LOCATION OR DUAL DEPTH MARKERS MUST BE PROVIDED. 12. NO DIVING SYMBOLS SHALL BE SMOOTH, SLIP RESISTANT TILE, PLACED AROUND POOL AT A MAXIMUM SPACING OF 25 FEET AND WITHIN TWO FEET OF THE POOL WATER EDGE. INTERNATIONAL RED NO DIVING SYMBOLS SHALL BE USED, WITH A MINIMUM 4" SYMBOL ON A 6" CONTRASTING TILE BACKGROUND. MARKINGS SHALL BE FLUSH WITH SURROUNDING AREA. 13. IF THE POOL LENGTH IS 50 FEET OR LESS, LIFE SAFETY EQUIPMENT SHALL CONSIST OF A MINIMUM (1) ONE SHEPHERD'S HOOK, (1) ONE, 16 FEET LONG, ONE PIECE POLE, AND (1) ONE 18 INCH LIFE RING WITH 50' ROPE. OTHERWISE, LIFE SAFETY EQUIPMENT SHALL CONSIST OF A MINIMUM (2) TWO SHEPHERD'S HOOKS, (2) TWO, 16 FEET LONG, ONE PIECE POLES, AND (2) TWO 18 INCH LIFE RINGS WITH 50 FEET ROPES. SAFETY EQUIPMENT SHALL BE MOUNTED IN A CONSPICUOUS PLACE, BE READILY AVAILABLE FOR USE, AND MOUNTED ALONG THE LONGER SIDES OF THE POOL. 14. A ROOM OR SPACE SHALL BE PROVIDED FOR CHEMICALS TO BE STORED IN A COOL, DRY, AND WELL -VENTILATED AREA UNDER A ROOF AND THE AREA SHALL BE INACCESSIBLE TO THE PUBLIC. 15. THERE SHALL BE NO OVERHEAD WIRING WITHIN 10 FEET HORIZONTAL OF THE POOL WALL OR DECK APPURTENANCES, 16. OVERHEAD AND UNDERGROUND UTILITIES SHALL COMPLY WITH NEC 2017. 3'-6- DEEP GUTTER DRAIN MAX. 10' SPACING (TYP. OF 31) CUSTOM 3-BEND SS HANDRAIL ANCHOR IN DECK & BOT. STEP PROVIDE MIN. 4' CLEAR WET DECK BEHIND POOL RULES SIGNAGE REQUIREMENTS: POOL RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED NEAR POOL SIDE AND LEGIBLE FROM THE POOL DECK. LETTERING SHALL BE MINIMUM 1" IN HEIGHT (EXCEPTION: NO DIVING LETTERS AND SUNSHELF DROP OFF LETTERING SHALL BE A MINIMUM OF 4" IN HEIGHT) AND SHALL CONTAIN THE FOLLOWING: 1. NO FOOD OR BEVERAGES IN POOL OR ON POOL WET DECK. COMMERCIALLY BOTTLED WATER IN PLASTIC BOTTLES IS ALLOWED ON THE POOL WET DECK FOR POOL PATRON HYDRATION. 2. NO GLASS OR ANIMALS IN THE FENCED POOL AREA (OR 50' FROM UNFENCED POOL). 3. BATHING LOAD: 52 PERSONS. 4. POOL HOURS: DAWN TO DUSK. 5. SHOWER BEFORE ENTERING POOL. 6. DO NOT SWALLOW THE POOL WATER. 7. DO NOT PLACE FURNITURE IN POOL, 8. POOL MAXIMUM DEPTH IS 5 FT 0 IN. (IN 2" LETTERS) 9. WARNING: DROP OFF AT SUN SHELF EDGE IS MAX. 3'-6" DEEP (IN 4" LETTERS) 10, NO DIVING. (IN 4" LETTERS) -STEPS (INCLUDES BOTH STEP AREAS) 166 SF 2,052 GAL 3'-6- DEEP STATIC FITTING PROVIDE DUAL DEPTH MARKERS IN ACCORDANCE WITH FBC 454.1.9.6.4 "DEPTH AT WALL" DEPTH AT CENTER" INSTALL SLIP RESISTANT DARK CONTRASTING PERMANENT FOUR INCH HIGH DEPTH MARKERS AND "NO DIVING" MARKINGS ON TOP OF POOL DECK WITHIN 2'-0" OF WATERS EDGE AROUND POOL AT LOCATIONS SHOWN WITH A MAXIMUM DISTANCE OF 25 FEET BETWEEN MARKINGS (MAX. 20'-0" O/C AT SUN SHELF) 20'-2j" FLOOR MOUNTED 12" X 12" VGBA APPROVED MD FRAME & GRATE OVER APPROVED SUMP FASTENED W/ TAMPER PROOF SCREWS (0.59 FPS VELOCITY THROUGH GRATE - TYP. OF (2), INSTALL PER MANUF. INST.) 22'-11" 3'-6"11 DEEP r! A -STEPS (INCLUDES BOTH STEP AREAS) 166 SF 2,052 GAL NOTE: ALL POOL WALLS SHALL HAVE MINIMUM 15' (4572 MM) CLEARANCE MEASURED PERPENDICULAR TO A TANGENT TO THE WALL AT DESIGN WATER LEVEL FROM GUTTER LIP TO GUTTER LIP. CORNERS SHALL FORM A MINIMUM 90-DEGREE ANGLE. NOTE: PROVIDE CONTINUOUS 4 FEET WIDE CLEAR WET DECK AROUND ENTIRE POOL PERIMETER. DECK SHALL SLOPE AWAY 2%, TYP. M61ld �MM011�I,c,�►g PROVIDE MODIFIED DEPTH MARKERS IN ACCORDANCE WITH F.B.C. 454.1.9.6.4. "NO ENTRY, SHALLOW WATER" IN AREAS < 3'-0" DEEP MAX. 15'-0" O/C � �p1�11J1tliIWplOI 1R6N DECK SHALL SLOPE AWAY 2%, TYP. POOL COPING FLUSH W/ FINISHED DECK, TYP. HIGH POINT AT BACK OF POOL BEAM (TYPICAL) SECTION B 345 SF 5,806 GAL PROVIDE MODIFIED DEPT MARKERS IN ACCORDANC WITH F.B.C. 454.1.9.6., "NO ENTRY, SHALLOW WATER"" IN AREAS < 3'-0" DEEP MAX. 15'-0" O/C DIMENSIONS PLAN (SWIMMING POOL) SCALE: 1 /4" = 1' THIS PLAN REMAINS THE PROPERTY OF AQUATIC CONSULTING ENGINEERS, INC. (ACE), AND IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION OF ACE. THE ENGINEER STRONGLY REQUIRES CONTRACTOR BUILD FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT AND THE FLORIDA DEPARTMENT OF HEALTH. ACE IS NOT RESPONSIBLE FOR CONSTRUCTION ERRORS OR OMISSIONS RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. 1 SECTION AREA AVERAGE DEPTH VOLUME SECTION A 375 SF 0.75 FT 2,104 GAL SECTION B 345 SF 2.25 FT 5,806 GAL SECTION C 1,465 SF 4.19 FT 45,915 GAL SECTION D 144 SF 0.75 FT 808 GAL STEPS 166 SF 1.65 FT 2,052 GAL TOTAL 2,495 SF 3.04 FT 56,685 GAL DEEP VOLUME OF AREA LESS THAN 18" DEEP = A = 2,104 GALLONS FLOW RATE FOR ONE HOUR TURNOVER = 35.1 GPM FLOW RATE PROVIDED = 4 RETURNS X 11.3 GPM PER RETURN = 45.2 GPM VOLUME OF AREA LESS THAN 3' DEEP = A + B = 7,910 GALLONS FLOW RATE FOR TWO HOUR TURNOVER = 65.9 GPM FLOW RATE PROVIDED = 6 RETURNS X 11.3 GPM PER RETURN = 67.8 GPM VOLUME OF REMAINDER OF POOL = C + D + STEPS = 48,775 GALLONS FLOW RATE FOR SIX HOUR TURNOVER = 135.5 GPM FLOW RATE PROVIDED = 13 RETURNS X 11.3 GPM PER RETURN = 146.9 GPM POOL VOLUME AND FLOW CALCULATIONS O 13'-2j" OBSTRUCTED DECK LEVEL PLANTER (FLUSH) (TYP., BY OTHERS) y� 'rJ ADJUSTABLE FLOOR RETURN INLET INSTALL SO AS NOT TO CONSTITUTE A HAZARD TO BATHERS, TYP. OF (12) (LOCATE SO AS NOT TO EXCEED 20' BETWEEN ADJACENT INLETS AND 25' FROM ADJACENT WALLS) O 13'-2j" OBSTRUCTED 7' MAX. SECTION A 375 SF 2,104 GAL N.T.S. ZERO DEPTH ENTRY (SEE DETAIL) DECK SHALL SLOPE AWAY 2%, TYP. PERMANENT "NO ENTRY" qp� SIGNS OR MARKERS SHALL BE INSTALLED AT SIDES OF APRON TO DISCOURAGE PATRON ACCESS. David Digitally signed by Ferm David Faerman, P.E a a n, Date: 2023.01.13 POE 16:24:22-05'00' IN -GROUND COMMERCIAL SWIMMING POOL DESIGN DATA NUMBER OF LIVING UNITS 252 LODGING STATUS NON -TRANSIENT NOMINAL DIMENSIONS 9o'-0" X 61'-9" PERIMETER 260 L.F. MINIMUM REQUIRED POOL AREA* 728 S.F. DESIGN SURFACE AREA (SWIMMING POOL) 2,495 S.F. DEPTH 0'-0" TO 5'-0" TO 3'-6" VOLUME 56,685 GALLONS DESIGN RECIRC. FLOW RATE 260 GPM DESIGN TURNOVER TIME 3.6 HOURS MINIMUM TOTAL FACILITY BATHING LOAD* 36 BATHERS DESIGN BATHING LOAD (SWIMMING POOL) 52 BATHERS *MINIMUM WATER SURFACE AREA AND BATHING LOAD CAPACITY SUFFICIENT TO SUPPORT 252 NON -TRANSIENT LIVING UNITS NOTE: TOTAL OBSTRUCTED PERIMETER = 26.5 L.F. (10.2%) MAXIMUM INDIVIDUAL OBSTRUCTION LENGTH = 13.2 L.F. (5.1 %) UP TO TWENTY PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED AS LONG AS ANY ONE OBSTRUCTION DOES NOT EXCEED 10 PERCENT OF THE POOL PERIMETER OR 20 FEET (6096 MM), WHICHEVER IS LESS, IN ANY ONE AREA WHERE WATER DEPTH IS 5 FEET (1524 MM) OR LESS, OBSTRUCTIONS SHALL HAVE A MIN. 4'-0" WIDE WET DECK AREA BEHIND OR THROUGH THEM, WITH THE NEAR EDGE OF THE WALK WITHIN 15 FEET (4572 MM) OF THE WATER. NOTE: THE POOL, POOL DECK, AND POOL EQUIPMENT, AS ILLUSTRATED ON THESE ENGINEERED PLANS, MEET THE REQUIREMENTS OF FBC-B 454.1 (2020) AND NEC (2017). z W�DO�Lo Q o Z O 0uZ``o Q J Z w��z�=o Dry a < a a a=z -jw N 0- Li cn N LOD cz � � N N N � � � M M o 0 c wo c) Q a � 0000 a CIS� I W cod z •Q O � d- MO w z W00_ €" > N 00 -t T arjr- DO ob, w J fzo � ow 4 4w W t � ,� N �o(OcoQ � 3.00w ujW w < Of F, < V X u- -C14 0 U- Nmoli< t` 2 w PROJECT NO. 22CO93 Qo 0 Zoe- Z U Zw uj = mWUt¢i ZOOPm: Z<< vnaz< wo WOZ O J Z 3 Qom=¢ m� owUw au-QU mz> w w6w ZLn owm w O w mQ Q a0V)O w cn2<ozzo_Jro 6 � = W>_. 0Li :EmN o<� WNWQzL zZ�w <0Li0 F_vwiwF-co Fx o 0-uV)w * No. 47646 -o STATE OF I 01/13/2023 DAVID I FAERMAN, P.E. FL. LICENSE NO. 47646 PERMIT SET NO. DATE DESCRIPTION SHEET 3 OF 11 Digitally signed by David a n, Faerman, RE Date: 2023.01.13 16:24:41-05'00' IN —GROUND COMMERCIAL SWIMMING POOL DESIGN DATA NUMBER OF LIVING UNITS 252 LODGING STATUS NON -TRANSIENT NOMINAL DIMENSIONS go,-o" X 61'-9" PERIMETER 260 L.F. MINIMUM REQUIRED POOL AREA* 728 S.F. DESIGN SURFACE AREA (SWIMMING POOL) 2,495 S.F. DEPTH 0'-0" TO 5-0" TO 3'-6" VOLUME 56,685 GALLONS DESIGN RECIRC. FLOW RATE 260 GPM DESIGN TURNOVER TIME 3.6 HOURS MINIMUM TOTAL FACILITY BATHING LOAD* 36 BATHERS DESIGN BATHING LOAD (SWIMMING POOL) 52 BATHERS `MINIMUM WATER SURFACE AREA AND BATHING LOAD CAPACITY SUFFICIENT TO SUPPORT 252 NON -TRANSIENT LIVING UNITS NOTE: TOTAL OBSTRUCTED PERIMETER = 26.5 L.F. (10.2%) MAXIMUM INDIVIDUAL OBSTRUCTION LENGTH = 13.2 L.F. (5.1%) UP TO TWENTY PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED AS LONG AS ANY ONE OBSTRUCTION DOES NOT EXCEED 10 PERCENT OF THE POOL PERIMETER OR 20 FEET (6096 MM), WHICHEVER IS LESS, IN ANY ONE AREA WHERE WATER DEPTH IS 5 FEET (1524 MM) OR LESS. OBSTRUCTIONS SHALL HAVE A MIN. 4'-0" WIDE WET DECK AREA BEHIND OR THROUGH THEM, WITH THE NEAR EDGE OF THE WALK WITHIN 15 FEET (4572 MM) OF THE WATER. NOTE: THE POOL, POOL DECK, AND POOL EQUIPMENT, AS ILLUSTRATED ON THESE ENGINEERED PLANS, MEET THE REQUIREMENTS OF FBC-B 454.1 (2020) AND NEC (2017). z � Lii0QO�A Q O M O —J o To J Z L. o U z o o = N __D C G Fa- 4 O I a = a a- N n — 1,1 cn N CA cd � � N ,.� P N 00 � N N � cd oO all 0 0 Q a � 00 a- cd w � cd cd cd C) � MO w 00 onTI '° N � � NW .. w uiO"; 00Q 3Qo00m '-"W nQUXW U ti Q NOmWOti< Q i I W PROJECT NO. 22CO93 Qa O ZO~ Z U zw FA OWUI¢i W = a LJ z o 2 H Z ZQ Q FA(L >— woz D JWo Q �2Q Oww F-ofNO 0V)W 0�QO 0 Q �Qj Z _ W W Z W WOW m W mQZO��o a w � mOJNI OUW WU ww W� LL1w Q N ~ Z LLIN� WW W O a J �QC7WU ~ U ZZZW =WZ=.- FO�J �_mw►_0 aUcnw IIIIIIJ .000 %1 F AER� %. . 7 �.� O .•• C E N S ••. �.� * No. 47646 -off ;•• STATE OF 0 RID nuum�� 01 /13/2023 DAVID I FAERMAN, P.E. FL. LICENSE NO. 47646 PERMIT SET NO.I DATE I DESCRIPTION SHEET 4 OF 11 ,MIIII _ _. -.— — 1 I - -- 1 - --- - - - - - -� _. I I I I III 1! '. II I(' I. I—�__ I I I 1__� .I I I I I �1■RI L 61'-9" 4' MIN. 4'-8" 24' 1' 3' 1' 23'-7" 4'-6" CLR. WET DECK SL:2% V-8.. 1 -6 I3'16" 4' MIN. 1V.16H SLOPE FROM STAIRS TO 5' WATER DEPTH (M.D.) CLR. WET DECK SL:2% r 1:13.1 SLOPE FROM 3' .9„ SUNSHELF TO MAIN DRAIN OPERATING WATER LEVEL 5' 5' 5' 5' MAP SEE STRUCTURAL DETAILS & NOTES FOR REINFORCEMENT SCHEDULE SECTION A- A SCALE: 1 /4" = 1' 5' I WATERLINE MAIN DRAINS 5 " . 1 V:15.7H SLOPE FROM STEPS TO 5' WATER DEPTH (M.D.) m 1:12.6 SLOPE FROM ZERO ENTRY TO MAIN DRAIN ob r.. SECTION B-B SCALE: 1 /4" = 1' 3'-6" 63'-2" SEE STRUCTURAL DETAILS & NOTES FOR REINFORCEMENT SCHEDULE 4' MIN. CLEAR WET DECK SL: 2% 'OOL) Em 1� 7' MAX. 1' SL IA0.0 MAX. E'er^ SU 2X David Faerman, RE Digitally signed by David Faerman, RE Date: 2023.01.13 16:25:05-05'00' c J Z J w� O Z O D mJJ 0 L� M 0U z ozj0 LJ — =U a O � N W c ' N C� � � N o o w O O O Q a 0 00 w w ate. cdcd � •V-+ p O HMO m 0 w W PROJECTNO.. 22CO93 Q� o H U Z w OLL"< w lei Qp?- o(ro* Z }ZjU x90 Q = Q cno owW oV)� caw 6 oQ0 qo� LA. Z_O Q a� w 0 Z_ L� 0 M Cf)< aozz`Or = O Q 8 WU�O 0�2U o m W Q N 0 U (�ww— W� O 0 N<5Lu-0 � LLI ZZZU a U W V Co (n `� •••M•u•••• I�, ,•% OQ'••' �C ENS ••.•'% • �. F * No. 47646 '00 STATE OF •; � OR 01/13/2023 DAM I FAERMAN, P.E. FL LICENSE NO. 47646 PERMIT SET ug,l DATE I DESCRIPTION SHEET 5OF11 NOTE: m.� VV m POOL EQUIPMENT NOTES: 1. THE POOL RECIRCULATION PUMP(S) ARE SELF -PRIMING AND ARE PROVIDED WITH A HAIR AND LINT STRAINER. 2. ALL P.V.C. PIPE SHALL BE SCHEDULE 40 (SCHEDULE 80 WHERE REQUIRED BY LOCAL CODE) AND BE IMPRINTED WITH THE MANUFACTURES NAME AND THE NSF-PW LOGO. (COLLAPSE RATINGS SHALL BE IN EXCESS OF THE EXTERNAL PRESSURES ON THE INSTALLED PIPE). PVC PIPE EXPOSED TO SUN LIGHT SHALL BE COATED FOR U.V. PROTECTION. 3. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. 4. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. NOTE: WEATHERPROOF/WATERPROOF DISCONNECT SWITCHES TO DISABLE POWER TO POOL HEATERS SHALL BE DESIGNED AND INSTALLED BY OTHERS. LOCATE WITHIN LINE OF SIGHT OF EQUIPMENT AND MIN. 5' REACH DISTANCE FROM POOL WATER. LOCATION SHALL COMPLY WITH FBC-B CH. 27 AND NEC (BY OTHERS - REFER TO ELECTRICAL DRAWINGS BY OTHERS FOR FINAL SWITCH AND DISCONNECT LOCATIONS). GUIDANCE IF DISPOSING TO HOSE BIBB W/VACUUM BREAKER PROVIDED IN EQUIPMENT PACK MAINTENANCE DRAIN HUB (MIN. 100 GPM CAPACITY - BY OTHERS - COVERED AND PROTECTED FROM WEATHER AND ELEMENTS) MIN. 48" TALL FENCE 2" WASTE LINE 2" SWIMMING POOL STATIC LINE 8" SWIMMING POOL -- MD TRUNK LINE SUN SHELF 8" GUTTER TRUNK LINE 8" SWIMMING POOL AREA = 144 S.F. GUTTER TRUNK LINE AVG. DEPTH = 0.75 FEET REDUCES TO 6" PIPING - VOLUME = 808 GALLONS 6 TEE, TYP. AROUND POOL 4" RETURN TRUNK y TURNOVER = 36 MINUTES (RECIRC.) 3" TEE, TYP. I O i�•., Ile I 12" X 12" VGBA APPROVED RATE OVER APPROVED SUMP I m I AMPER PROOF SCREWS (0 46 6" SWIMMING POOL EQUIPMENT SET POOL CHEMICAL CONTAINERS W/ LOCKABLE LIDS (BURIED) MIN. 36" WIDE ACCESS GATE ` (SELF -CLOSING, SELF -LATCHING, & LOCKABLE) 6" 3" 4" RECIRC. RETURN TRUNK LINE REDUCES TO 3" , �/ ,PIPING AROUND POOL THROUGH GRATE - TYP. OF O TO INSTALL PER MANUF. INST.) I M.D. _ _ STATIC FITTING 3" 6" i I 1.5" TO ! ! RECIRC. RETURNS d (TYPICAL) TO GUTTER OUTILE TS -ZZ L i (TYPICAL) ADJUSTABLE FLOOR RETURN INLET INSTALL SO AS NOT TO CONSTITUTE A HAZARD TO BATHERS, TYP. OF (12) (LOCATE SO AS NOT TO EXCEED 20' BETWEEN ADJACENT INLETS AND 25' FROM ADJACENT WALLS) EQUIPMENT ROOMZENCLOSURE NOTES: 1. EQUIPMENT DESIGNATED BY THE MANUFACTURER FOR OUTDOOR USE MAY BE LOCATED IN AN EQUIPMENT AREA. ALL OTHER EQUIPMENT MUST BE LOCATED IN AN EQUIPMENT ROOM OR ENCLOSURE. 2. AN EQUIPMENT AREA SHALL BE SURROUNDED BY WITH A FENCE AT LEAST 4 FEET HIGH ON ALL SIDES NOT CONFINED BY A BUILDING OR EQUIVALENT STRUCTURE. A SELF -CLOSING AND SELF -LATCHING GATE WITH A PERMANENT LOCKING DEVICE SHALL BE PROVIDED IF NECESSARY FOR ACCESS. 3. AN EQUIPMENT ROOM SHALL BE PROTECTED ON AT LEAST THREE SIDES AND OVERHEAD. ANY FENCE OR GATE INSTALLED SHALL USE MEMBERS SPACING THAT SHALL NOT ALLOW PASSAGE OF A 4" DIAMETER SPHERE. THE FOURTH SIDE MAY BE A GATE, FENCE, OR OPEN IF OTHERW SE PROTECTED FROM UNAUTHORIZED ENTRANCE. 4. AN EQUIPMENT ENCLOSURE SHALL BE LOCKABLE OR OTHERWISE PROTECTED FROM UNAUTHORIZED ACCESS. 5. THE EQUIPMENT ROOM/ENCLOSURE FLOOR SHALL BE OF CONCRETE OR OTHER NONABSORBENT MATERIAL HAVING A SMOOTH, SLIP -RESISTANT FINISH AND SHALL HAVE POSITIVE DRAINAGE, INCLUDING A SUMP PUMP IF NECESSARY. 6. ANCILLARY EQUIPMENT, SUCH AS A HEATER, NOT CONTAINED IN AN EQUIPMENT ENCLOSURE OR ROOM SHALL NECESSITATE AN EQUIPMENT AREA IN CONFORMANCE WITH THESE NOTES. 7. EQUIPMENT ROOMS SHALL BE PROVIDED WITH FORCED DRAFT OR CROSS -VENTILATION. S. THE EQUIPMENT ROOM/AREA ACCESS SHALL BE A MINIMUM OF 3 FEET BY 6 FEET AND SHALL PROVIDE EASY ACCESS TO THE EQUIPMENT. 9. THE SIZE OF THE EQUIPMENT ENCLOSURE, ROOM, OR AREA SHALL PROVIDE WORKING SPACE TO PERFORM ROUTINE OPERATIONS. 10. THE EQUIPMENT ROOM SIZE AND LAYOUT PROVIDES CLEARANCES FOR ALL EQUIPMENT AS PRESCRIBED BY THE MANUFACTURER TO ALLOW NORMAL MAINTENANCE AND REMOVAL WITHOUT DISTURBING OTHER PIPING OR EQUIPMENT. 11. IN ROOMS WITH FIXED CEILINGS, THE MINIMUM HEIGHT SHALL BE 7 FEET, 12. LIGHTING SHALL PROVIDE A MINIMUM OF 30 FOOT CANDLES OF ILLUMINATION AT FLOOR LEVEL. 13, THE POOL EQUIPMENT ENCLOSURE, ROOM, OR AREA SHALL NOT BE USED FOR STORAGE OF CHEMICALS EMITTING CORROSIVE FUMES OR FOR THE STORAGE OF OTHER ITEMS TO THE EXTENT THAT ENTRANCE TO THE ROOM FOR INSPECTION OR OPERATION OF THE EQUIPMENT IS IMPAIRED. 14, A HOSE BIBB WITH VACUUM BREAKERS SHALL BE PROVIDED IN THE EQUIPMENT ROOM/AREA. MUNICIPAL SANITARY SEWER SYSTEM: POOL AND SPA WASTEWATER SHOULD NOT BE DISCHARGED INTO THE SANITARY SEWER SYSTEM WITHOUT THE PERMISSION OF THE WASTEWATER TREATMENT FACILITY. AVOID DISCHARGING TO THE SANITARY SEWER SYSTEM DURING OR IMMEDIATELY AFTER A SIGNIFICANT RAINFALL EVENT. NOTE: GAS HEATERS SHALL BE INSTALLED AT LEAST 10' AWAY FROM ANY AIR CONDITIONER AND 4' FROM ANY ELECTRICAL DEVICE. DO NOT INSTALL GAS HEATERS WITH THE TOP OF THE VENT ASSEMBLY WITHIN 4' (1.22 M) HORIZONTALLY, 4' (1.22 M) BELOW OR LESS THAN 1' (300mm) ABOVE OF ANY OPENING INTO BUILDING. LOCAL CODES AND INSTALLATION REQUIREMENTS MAY VARY, REFER TO ALL MANUFACTURER INSTRUCTIONS AND -AHJ REQUIREMENTS. �J yj DIRECTIONALLY ADJUSTABLE ` RETURN INLET DO NOT EXCEED 20' MAX. SPACING LOCATE MIN. 12" BELOW WATER LINE, TYP. OF (11) ! I I c ! I I! I� L i I 3" 6" -too r�H , I \ I 6„ GUTTER DRAIN " J MAX. 10' SPACING 3 (TYP. OF 31) SUN SHELF TURNOVER CALCULATION MINIMUM DESIGN MAX. DESIGN RECIRC. QUANTITY OF QUANTITY OF SECTION ID VOLUME TURNOVER RETURN RECIRC. FILTRATION TIME FLOW RATE RETURNS RETURNS REQUIRED PROVIDED SUN SHELF (9" DEEP) 802 GAL. 60 MINUTES 11.3 GPM/RETURN 2 1 2 NOTE: EQUIPMENT SET SHALL BE ILLUMINATED WITH 30 FC MIN. ILLUMINATION AT FLOOR LEVEL. NOTE: HOSE BIBB W/VACUUM BREAKER PROVIDED IN EQUIPMENT SET NOTE: POOL CONTRACTOR SHALL COORDINATE POOL BACKWASH/WASTE CONNECTION WITH GC. WASTE SHALL FLOW TO SANITARY SEWER IN ACCORDANCE WITH ORANGE COUNTY REQUIREMENTS. AIR GAP 3" t FROM POOL MAINTENANCE DRAIN LINE AIR GAP SHALL BE NOT LESS THAN 2X FEED PIPE DIAMETER J DRAIN HUB (BY OTHERS - GRADE SEE PIPING PLAN FOR MINIMUM CAPACITY) MAINTENANCE DRAIN HUB DETAIL SCALE: N.T.S. PIPING ROUTING (SWIMMING POOL) SCALE:3/16" = 1' IN -GROUND COMMERCIAL SWIMMING POOL DESIGN DATA NUMBER OF LIVING UNITS 252 LODGING STATUS NON -TRANSIENT NOMINAL DIMENSIONS 90'-0" X 61'-9" PERIMETER 260 L.F. MINIMUM REQUIRED POOL AREA* 728 S.F. DESIGN SURFACE ARREA (SWIMMING POOL) 2,495 S.F. DEPTH 0'-0" TO 5'-0" TO 3'-6" VO _U M E 56,685 GALLONS DESIGN IRECIRC. FLOW RATE 260 GPM DESIGN! TURNOVER TIME 3.6 HOURS MINIMUM TOTAL FACILITY BATHING LOAD* 36 BATHERS DESIGN BATHING LOAD (SWIMMING POOL) 52 BATHERS *MINIMUM WATER SURFACE AREA AND BATHING LOAD CAPACITY SUFFICIENT TO SUPPORT 252 NON -TRANSIENT LIVING UNITS NOTE: TOTAL OBSTRUCTED PERIMETER = 26.5 L.F. (10.2%) MAXIMUM INDIVIDUAL OBSTRUCTION _ENGTH = 13.2 L.F. (5.1%) UP TO -WENTY PERCENT OF THE DECK ALONG THE POOL PERIMETER MAY BE OBSTRUCTED AS LONG AS ANY ONE OBSTRUCTION DOES NOT EXCEED 10 PERCENT OF THE POOL PERIMETER OR 20 FEET (6096 MM), WHICHEVER IS LESS, IN ANY ONE AREA WHERE WATER DEPTH IS 5 FEET (1524 MM) OR LESS. OBSTRUCTIONS SHALL HAVE A MIN. 4'-0" WIDE WET DECK AREA BEHIND OR THROUGH THEM, WITH THE NEAR EDGE OF THE WALK WITHIN 15 FEE- (4572 MM) OF THE WATER. NOTE: THE POOL, POOL DECK, AND POOL EQUIPMENT, AS ILLUSTRATED ON THESE ENGINEERED PLANS, MEET THE REQUIREMENTS OF FBC-B 454.1 (2020) AND NEC (2017). H"DRAULIC DESIGN DATA PIPE TYPE QTY FLOW RATE CODE ALLOWABLE VELOCITY DESIGN VELOCITY 6" MAIN DRAIN BRANCH GRAVITY 2 130.0 GPM 3.0 FPS 1.4 FPS 8" MAIN DRAIN TRUNK GRAVITY 1 260.0 GPM 3.0 FPS 1.7 FPS 2" GUTTER OUTLET GRAVITY 31 8.4 GPM 3.0 FPS 0.8 FPS 6" GUTTER BRANCH GRAVITY 2 130.0 GPM 3.0 FPS 1.4 FPS 8" GUTTER TRUNK GRAVITY 1 260.0 GPM 3.0 FPS 1.7 FPS 4" TANK SUCTION SUCTION 2 130.0 GPM 8.0 FPS 3.3 FPS 4" RETURN TRUNK PRESSURE 1 260.0 GPM 10.0 FPS 6.6 FPS 3" RETURN BRANCH PRESSURE 2 130.0 GPM 10.0 FPS 5.6 FPS 1.5 RETURN PRESSURE 23 11.3 GPM 10.0 FPS 1.8 FPS MAINTENANCE DRAIN REQUIREMENTS: BEFORE DRAINING YOUR POOL, ALLOW THE WATER TO STAND FOR AT LEAST 48 HOURS AFTER THE LAST ADDITION OF CHLORINE OR UNTIL THE FREE CHLORINE RESIDUAL IS < 0.01 MG/L. (IF YOU NEED TO DRAIN YOUR POOL QUICKLY, YOU CAN PURCHASE CHLORINE -NEUTRALIZING CHEMICALS SUCH AS SODIUM THIOSULFATE AT YOUR LOCAL POOL SUPPLY COMPANY - CONFIRM EPA AND AHJ APPROVAL BEFORE ADDING ANY CHEMICALS.) TEST THE FREE CHLORINE RESIDUAL BEFORE DISCHARGING. A FREE CHLORINE RESIDUAL SHOULD NOT BE DETECTED. THE CHLORINE RESIDUAL CAN BE TESTED USING A STANDARD POOL TEST KIT. THE WATER SHOULD BE CLEAR AND FREE OF SOLIDS. THE PH MUST BE BETWEEN 6.5 AND 8.5 BEFORE IT IS DISCHARGED. ALGAECIDES CONTAINING COPPER OR SILVER CAN INTERRUPT NORMAL ALGAL AND PLANT GROWTH IN SURFACE WATER BODIES AND SHOULD BE USED WITH CAUTION. FOLLOW THE MANUFACTURER'S INSTRUCTIONS BEFORE DISCHARGING WATER THAT HAS HAD AN ALGAECIDE ADDED RECENTLY. David Faerman, POE Digitally signed by David Faerman, RE Date: 2023.01.13 16:25:28-05'00' NOTE: FBC-P 306.1 SUPPORT OF PIPING. BURIED PIPING SHALL BE SUPPORTED THROLGHOUT ITS ENTIRE LENGTH. 306.2 TRENCHING AND BEDDING, WHERE TRENCHES ARE EXCAVATED SLCH THAT THE BOTTOM OF THE TRENCH FORMS THE BED FOR THE PIPE, SOLID AND CONTINUOUS LOAD -BEARING SUPPORT SHALL BE PROVIDED BETWEEN JOINTS. BELL HOLES, HUB HOLES AND COUPLING HOLES SHALL BE PROVIDED AT POINTS WHERE THE PIPE IS JOINED. SUCH PIPE SHALL NOT BE SUPPORTED ON BLOCKS TO GRADE. IN INSTANCES WHERE THE MATERIALS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE MORE RESTRICTIVE THAN THOSE PRESCRIBED BY THE CODE, THE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MORE RESTRICTIVE REQUIREMENT. 306.2.1 OVEREXCAVATI ON. WHERE TRENCHES ARE EXCAVATED BELOW T- E INSTALLATION LEVEL OF THE PIPE SUCH THAT THE BOTTOM OF THE TRENCH DOES NOT FORM THE BED FOR THE PIPE, THE TRENCH SHALL BE BACKFILLED TO THE INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE WITH SAND OR FINE GRAVEL PLACED IN LAYERS NOT GREATER THAN 6 INCHES (152 MM) IN DEPTH AND SUCH BACKFILL SHALL BE COMPACTED AFTER EACH PLACEMENT. 306.2.2 ROCK REMOVAL, WHERE ROCK IS ENCOUNTERED IN TRENCHING, THE ROCK SHALL BE REMOVED TO NOT LESS THAN 3 INCHES (76 MM) BELOW THE INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE, AND THE TRENCH SHALL BE BACKFILLED TO THE INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE WITH SAND TAMPED IN PLACE SO AS TO PROVIDE UNIFORM LOAD -BEARING SUPPORT FOR THE PIPE BETWEEN JOINTS. THE PIPE, INCLUDING THE JOINTS, SHALL NOT REST ON ROCK AT ANY POINT. 306.2.3 SOFT LOAD -BEARING MATERIALS. IF SOFT MATERIALS OF POOR LOAD -BEARING QUALITY ARE FOUND AT THE BOTTOM OF THE TRENCH, STABILIZATION SHALL BE ACHIEVED BY OVEREXCAVATING NOT LESS THAN TWO PIPE DIAMETERS AND BACKFILLING TO THE INSTALLATION LEVEL OF THE BOTTOM OF THE PIPE WITH FINE GRAVEL, CRUSHED EITONE OR A CONCRETE FOUNDATION. THE CONCRETE FOUNDATION SHALL BE BEDDED WITH SAND TAMPED INTO PLACE SO AS TO PROVIDE UNIFORM LOAD -BEARING SUPPORT FOR THE PIPE BETWEEN JOINTS. 306.3 BACKFILLING, BACKFILL SHALL BE FREE FROM DISCARDED CONSTRUCTION MATERIAL AND DEBRIS. LOOSE EARTH FREE FROM ROCKS, BROKEN CONCRETE AND FROZEN CHUNKS SHA I BE PLACED IN THE TRENCH IN 6-INCH (152 MM) LAYERS AND TAMPED IN PLACE UNTIL THE CROWN OF THE PIPE IS COVERED BY 12 INCHES (305 MM) OF TAMPED EARTH. THE BACKFILL UNDER AND BESIDE THE PIPE SHALL BE COMPACTED FOR PIPE SUPPORT. BACKFILL SHALL BE BROUGHT UP EVENLY ON BOTH SIDES OF THE PIPE SO THAT THE PIPE REMAINS ALIGNED. IN INSTANCES WHERE THE MANUFACTURER'S INSTRUCTIONS FOR MATERIALS ARE MORE RESTRICTIVE THAN THOSE PRESCRIBED BY THE CODE, THE MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE MORE RESTRICTIVE REQUIREMENT. 306.4 TUNNELING, WHERE PIPE IS TO BE INSTALLED BY TUNNELING, JACKING OR A COMBINATION OF BOTH, THE PIPE SHALL BE PROTECTED FROM DAMAGE DURING INSTALLATION AND FROM SJBSEQUENT UNEVEN LOADING. WHERE EARTH TUNNELS ARE USED, ADEQUATE SUPPORTING STRUCTURES SHALL BE PROVIDED TO PREVENT FUTURE SETTLING OR CAVING. z � LLI O�� Q 'm'`� Z O O < J z 0 L< O �U 3J� u O L.LJ CD 2 U 0 C- o C << a- Z �w N EL - � III cf) N CCU � � N 7� N Jr O M all� CLJ a 7� � N � w z >00r ~ N �r7r�0 0 J Ln I J o� 00w �0 << 00w �w < nLAJ <O xLL u LL N O LL LL _.J Nm O < 2 w PRO,,ECT NO. 22CO93 J O « � O z0� Z U Zw owv� = a~� 0 z Q 0Ir< zi- O? Z U J z w �W -j =< Er N 0 OU O N C7QWp OL�QU (nOW �< z_oQ w mwvi OLLi w mS�Z w In�v~i0 cn < 04 0 Z Li N D U = 0 < r p p U w w V WLd < N 0 LLJ Oww l LLJ0 _V)<C.�L'i ZZ0w cn w ca a. O (n W �p'••�\C E N SF•q� '�',�� * No.47646 STATE OF :' L 0 R 1• G\� %SS�ONA�-\��`�� 01 /13/2023 DAVID I FAERMAN, P.E. FL. LICENSE NO. 47646 -- ---1-- -1 l NOTE: FLOOR INLETS SHALL BE DESIGNED AND INSTALLED SUCH THAT THEY DO NOT PROTRUDE ABOVE THE POOL FLOOR AND ALL INLETS SHALL BE DESIGNED AND INSTALLED SO AS NOT TO CONSTITUTE SHARP EDGES OR PROTRUSIONS HAZARDOUS TO POOL BATHERS. ADJUSTABLE FLOOR INLET W/ DIFFUSER PLATE & INTEGRAL WATERSTOP APPROVED POOL 1.5" PIPE FROM FILTER FINISH FLOOR RTO PIPING //-(REFERPINGPLAN) SECURE PIPING TO SLAB USING STAINLESS HANGERS SUBGRADE �'`� COMPACTED `CLEAN BEDDING SAND TO MIN. 2,000 PSF FLOOR INLET DETAIL SCALE: N.T.S. NOTE: WALL INLETS SHALL BE DIRECTIONALLY ADJUSTABLE AND SHALL BE INSTALLED 12" MIN. BELOW THE NORMAL OPERATING WATER LEVEL. FILTER RETURN BRANCH (SEE PIPING PLAN) 1.5" RETURN PIPE FROM FILTER RETURN BRANCH (SEE PIPING PLAN) FIBERGLASS WATERSTOP ADAPTER OPERATING F WATER LEV MIN. 12' APPROVED FINISH -POOL WALL LCUP AND DETAIL W/I NON -SHRINK GROUT AND WATERPROOFING MATERIAL (TYPICAL AT EACH PENETRATION) WALL INLET DETAIL SCALE: N.T.S. WHITE B ....,,.,.,,...... 4" HIGH NUMERICAL DEPTH INDICATOR 6' GLAZED CERAMIC TILE DEPTH MARKER DIRECTIONALLY ADJUSTABLE RETURN INLET MAL OPERATING ER LEVEL INDICATE DEPTH IN FEET AND INCH MEASUREMENT. FEET AND INCH DESIGNATIONS IF ABBREVIATED SHALL READ "FT" AND "IN" RESPECTIVELY. 6" INTERNATIONAL "NO DIVING" MARKER WATER SIDE WATER'S EDGE TILE W/ NON SUP SURFACE FINISH. WHITE BACKGROUND WITH 4" HIGH RED MAX. LOGO. MAXIMUM SPACING NOT TO 24" EXSUN SHELF) WITHIN (2o'FROMCWATER 4 FT 6 AT NON -SLIP TILE MARKERS EDGE MAX SPACING NOT TO DECK SIDE EXCEED 25' C/C PLAN VIEW (20' C/C AT SUN SHELF) MARKER NOTES: 1. PERMANENT DEPTH MARKINGS FOLLOWED BY THE APPROPRIATE FULL OR ABBREVIATED WORDS "FEET,"FT,'OR INCHES,"IN,"SHALL BE INSTALLED IN MINIMUM 4-HIGH (102 MM) NUMBERS AND LETTERS ON A CONTRASTING BACKGROUND. 2. DEPTH MARKERS SHALL INDICATE ACTUAL DEPTH WITHIN 3"(76 MM). *MEASURED AT NORMAL OPERATING WATER LEVEL WHEN MEASURED 3' (914 MM) FROM THE POOL WALL. 3. AT A MINIMUM, THE MARKINGS SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE SHALLOW END, SLOPE BREAK, DEEP -END WALL AND DEEP POINT (IF LOCATED MORE THAN 5' (1524 MM) FROM THE DEEP -END WALL). 4. DEPTH MARKINGS SHALL BE VISIBLE FROM INSIDE THE POOL AND FROM THE DECK. 5. DEPTH MARKINGS SHALL BE LOCATED AT OR ABOVE WATER LEVEL ON INSIDE VERTICAL WALL AND ON THE COPING OR DECK (WITHIN 2' OF WATER EDGE). 6. IN AREAS NOT PART OF AN APPROVED DIVING BOWL TILE "NO DIVING" MARKINGS SHALL BE PLACED ON THE COPING OR DECK WITHIN 2' (610 MM) OF WATER EDGE ON EACH SIDE OF POOL WITH A MAXIMUM DISTANCE BETWEEN OF 25' (7620 MM), 20' MAX. AT SUN SHELF. 7. ALL MARKINGS SHALL BE TILE. 8. MARKINGS SHALL BE FLUSH WITH THE SURROUNDING AREA WHERE PLACED AND RECESSED IF NECESSARY TO PROVIDE A SMOOTH FINISH THAT WILL AVOID CREATION OF AN INJURY HAZARD TO BATHERS. 9. ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES SHALL HAVE A SLIP -RESISTANT FINISH. 10. MAXIMUM PERIMETER DISTANCE BETWEEN MARKINGS IS 25' (20' AT SUN SHELF). *POOL SIZE AND GEOMETRY MAY NECESSITATE ADDITIONAL DEPTH MARKING PLACEMENTS ABOUT ALL SIDES OF THE POOL TO MEET THIS REQUIREMENT. MARKER DETAILS SCALE: N.T.S. NOTE: REFER TO PENETRATION/ OPENING DETAIL FOR ADDITIONAL REINFORCEMENT AT MAIN DRAIN. LAP STEEL MIN. 24" N 12" X 12" X 12" MIN. CUSTOM AQUAWORX FIBERGLASS MAIN DRAIN SUMP WITH AQUASTAR WAV12WRXXX MAIN DRAIN GRATE (12" X 12", 90.8 SQ. IN. OPEN AREA) 361 GPM MAX FLOW DRAIN COVER IS COMPLIANT WITH ANSI/ASME 112.19.8 - 2007. SUMP DIMENSIONS SHALL BE COMPLIANT WITH MAIN DRAIN COVER MANUFACTURER'S REQUIREMENTS (SEE MANUFACTURER'S SHEE BELOW) r- LAP STEEL MIN. 24" 6" GRAVITY FLOW TO 8" TRUNK LINE TO COLLECTOR TANK (6" MAIN DRAIN BOTTOM PORT) GUNITED CONCRETE 8" THICK FLOOR AND SUMP REINFORCED W/#4 ® 12" O.C. EACH WAY HYDROSTATIC RELIEF VALVE MAIN DRAIN DETAIL N.T.S. VGBA-2017 PRODUCT SPECIFICATIONS AoUASTAR Suction Outlet Fitting Assembly (SOFA) •p VGBA-2017 Flow Ratings, Sump Dimensions, pool prodlu3� i� � Geflilledl0 Sump Flow Path Zone, and Head Loss Curves NSFIANSI/CAN60 ANSI/APSPACG 16 - 2017 DIRECTIONS: Please 'hollow the SOFA specific flow rates, sump specifications, and flow path zone information below. The installation must conform to these minimumimaximum requirements including the SOFA dimension defined in Figure 1. The flow path zone is defined by dimensions A through E. The installed sump may be manufactured or field -built and it may be larger/deeper than Figure 1. Please write the Cover Model Number, orientation, and SOFA Model Flow Rating on the VGBA DRAIN COVER IDENTIFICATION INFORMATION label that comes with each AquaStar Pool Products, Inc. drain cover. FOR MOST CURRENT INFORMA7*10 Cover Model Number: FIGURE 1 -SOFA MODEL & FLOW PATH SCAN THE OR CODE OR VISIT y�eetAtr�IASIA_Rocuxpanericrcr owronE WAV 1 2Xxx wa. .. E - PPoA✓TEfiD?GLAdEYTS MHI'9/t7TiGF4l IFE MGdTCtARRENr �C3W N.w. Fr•ti RA R#0.S G+JNSTALLAtI(kJ Oi'TIt7V5. 21 krrr"6- R41414>� tid f�All � h��i -- i A Specified PVC Pipe Size All + ry 1 D. Minimum Sump Depth {� "f' 1 trl1 C. Wtnimum Ledge Depth ? ,} '•iN"�*""e.iraj* 4Z 4 M McRinwm Ledge Width E, Minimum Pipe Oftet t '� ■ems. �.. 71ee ■"neev • i F. Minimum Lmµ{Ui Befur0 R"duutiwI r. 1 7AV12-11.2:A-1.5b B3 C0.3 D0.7 E3.5F16 1.5"(b) 3" Flaw (f) 126 A f_A-2b B3_C0.3_D0.7_E4.9_F16 2" (b) 3" Floor (f) 150 B WAV12.12f A-2.5b-83 C0.3 D0.7_E4.7 F16 2,5" (b) 3" Floor (f) 200 C WAV12-12f-A-3b_83 C0.3 D0.7_E4.5 F16 3" (b) 3" Fbor (f) 230 D AV12.12f A48_B6 C0.3_00.7 E3 i=15 [Sump P[N 12-35B] 4" (s) 6" Floor (f) 450 E AV12-12f WA-B6_C0.3 D0.7_E3 F16 [Sump PjN 12 358� 4"(s), 2.5" (b) 6" Flow (f) 450 F - _ _ WAV12-12f A-6bB10.5 CQ.3 D0.7_E2.9 F16 Sum P/N 12-6S8 6" (b) 10.5" Floor (f) 450 G AV12-12w A-1:5b B3_C0.3_1D0.7_E3.5_F16 1.5" (b) 3" Wall (w) 126 H AV12-12w A-2b 83_C0.3 D0.7_E3.5_F16 2" (b) 3" wall(w) 150 1 AV12-12w A-2.5b B3_C0.3_D0.7_E4.7_F16 2.5" (b) 3" Wall (w) 200 1 AV12-12w A-3b_B3 CO.3_ DO. 7_E4 F16 3" (b) 3" Wall (w) 230 K --- -- WAV12-12w A-6b_810 5_CQ.3_00.7_E2.9_F16 [Sump P/N 12-65i3) 6" (b) 10.5" Wall (w) 450 L Note 1: "SOFA Model No" nomenclature; bottom pipe = (b), sde pipe = (s). See Fig 1 for capital letters A through E Note 2: Head loss inHg is measured 16 to 24 inches from the finish surface of the pool. Reference Fig 1 dimension F. WAV12 Head Loss Curves WAV1Z Head Loss Curves Floor Wall 100 10.0 y.o y 0 A Mr 8.0 9 0 fj 7[1 1G ti.0 F ;a / C so �- 40 E 40 ?0 10 1.0 _ _ _ 10 / --------- 0c -- 100 200 AW 4aa Son floc 0 100 :00 300 4,* 500 GPM GPM 4d 2021 AquaStar Pool Products. Inc. All rlghts reserved. 10172021 NOTE: ALL FINISHES SHOWN ON THESE DRAWINGS ARE GENERIC. ALL FINISH MATERIALS (INCLUDING, BUT NOT LIMITED TO, ADHESIVES, GROUTS, AND BONDING AGENTS) SHALL BE MANUFACTURER SPECIFIED AS SUITABLE FOR USE IN POOL/SPA APPLICATIONS. ALL MATERIAL INSTALLATIONS SHALL COMPLY WITH FBC, ALL RELEVANT INDUSTRY STANDARDS, AND ALL MANUFACTURER INSTRUCTIONS AND SPECIFICATIONS. ALL MATERIALS AND FINISHES USED ON HORIZONTAL SURFACES SHALL BE SLIP RESISTANT WHEN WET. THIS PLAN REMAINS THE PROPERTY OF AQUATIC CONSULTING ENGINEERS, INC (ACE), AND IS NOT TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT WRITTEN PERMISSION OF ACE. THE ENGINEER STRONGLY REQUIRES CONTRACTOR BUILD FROM PLANS AS APPROVED BY THE LOCAL BUILDING DEPARTMENT AND THE FLORIDA DEPARTMENT OF HEALTH. ACE IS NOT RESPONSIBLE FOR CONSTRUCTION ERRORS OR OMISSIONS RESULTING FROM FAILURE TO COMPLY WITH THIS REQUIREMENT. R6" 1 T DECK 28" MIN. I gy TO HERS7 38" MAX. WEDGE ANCHOR & ESCUTCHEON (SECURELY ANCHOR IAW MANUFACTURER INSTRUCTIONS) STAINLESS STEEL CROSS -BRACED TYPE LADDER REFER TO LADDER NOTES ABOVE SLIP RESISTANT TREADS 3" MIN. OPERATING TO WATER LEVEL 6" MAX. 12" MAX. RUBBER BUMPER SHALL REST FIRMLY AGAINST WALL L APPROVED FINISH LADDER DETAIL SCALE: N.T.S. 6" X 6" GLAZED CERAMIC TILE-N GUTTER DRAIN LOCATION (GUTTER DRAINS SHALL FINISH FLUSH OR SHALL BE RECESSED LESS THAN 3/8" AND SHALL BE INSTALLED SO AS NOT TO INJURE BATHERS) 1" X 1" SLIP RESISTANT TILE (WHITE) NOTE: 1 \ ALL FINISHES SHALL BE L APPROVED BY FLORIDA DEPARTMENT OF HEALTH (FDoH) MAX. BEFORE ORDERING 10" GUTTER LIP SHALL BE LEVEL WITH MAX. }" DEVIATION BETWEEN LOW POINT AND HIGH POINT 6" X 6" SLIP RESISTANT BULLNOSE TILE. (2" X 6" SUP RESISTANT MUD CAP TILE IN AREA OF STEPS AND BENCH) NOTE: FLOORS AND WALLS SHALL BE WHITE OR PASTEL IN COLOR AND SHALL HAVE THE CHARACTERISTICS OF REFLECTING RATHER THAN ABSORBING LIGHT. THE FINISH COATING SHALL HAVE A DRY LIGHTNESS LEVEL (CIE L VALUE) OF 80.0 OR GREATER AND A WET LUMINOUS REFLECTANCE VALUE (CIE Y VALUE) OF 50.0 OR GREATER, AS DETERMINED BY TEST RESULTS PROVIDED BY THE MANUFACTURER, UTILIZING TESTING METHODOLOGY FROM AMERICAN STANDARD ASTM D4086, ASTM E1477, ASTM E1347. POOLS CONSTRUCTED OF FIBERGLASS, THERMOPLASTIC, OR STAINLESS STEEL SHALL BE SUBJECT TO THE SAME INTERIOR FINISH COLOR REQUIREMENTS. 4" LADDER NOTES: 1. LADDERS SHALL BE OF THE CROSS BRACED TYPE AND SHALL BE CONSTRUCTED OF CORROSION -RESISTANT MATERIALS AND SHALL BE SECURELY ANCHORED INTO THE POOL DECK. 2. LADDER RAIL DIAMETER SHALL BE BETWEEN 1.250 AND 1.90" 3. ALL TREADS SHALL HAVE A SLIP RESISTANT SURFACE. 4. LADDERS SHALL EXTEND AT LEAST 28" (711 MM) AND NO MORE THAN 38"(965 MM) ABOVE THE POOL DECK. 5. THE CLEARANCE BETWEEN THE LADDER AND POOL WALL SHALL BE BETWEEN 3"- 6" (76 MM TO 152 MM). LADDER BOTTOM BRACES SHALL HAVE INTACT END CAPS OR BUMPERS THAT REST FIRMLY AGAINST THE POOL WALL 6. THE TOP RUNG OF THE LADDER SHALL BE AT OR BELOW THE WATER LEVEL ON OPEN -GUTTER POOLS AND NOT MORE THAN 12'(305 MM) BELOW THE DECK OR CURB TOP ON ALL OTHER TYPE POOLS. z J LI J O I- Q V) Z : �-• m 0) Z 0 �� c� �Z0_j v LLJ CD- = O ( r:ra �a =z N W C/) N rA CIS � � N 00 0CdM M LL_ 0 0 0 of C� ., Q P-+ 0 00 wCd � Cd Cd Cd 0 • 011 HMO David Digitally signed by m David Faerman, RE Faerman<Date:2023.01.13 w ry RE 16:25:51-05'00' NOTE: POOLS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER IMPERVIOUS AND STRUCTURALLY RIGID MATERIAL. ALL POOLS SHALL BE WATERTIGHT, SHALL BE FREE FROM STRUCTURAL CRACKS AND SHALL HAVE A NONTOXIC SMOOTH AND SLIP -RESISTANT FINISH. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS UNLESS SUCH SPECIFICATIONS VIOLATE CHAPTER 64E-9, FLORIDA ADMINISTRATIVE CODE, RULE REQUIREMENTS OR THE APPROVAL CRITERIA OF NSF/ANSI STANDARD 50 OR NSF/ANSI STANDARD 60. 1. FLOORS AND WALLS SHALL BE WHITE OR PASTEL IN COLOR AND SHALL HAVE THE CHARACTERISTICS OF REFLECTING RATHER THAN ABSORBING LIGHT. TILE USED IN LESS THAN 5 FEET (1524 MM) OF WATER MUST BE SLIP RESISTANT. A MINIMUM 4-INCH (102 MM) TILE LINE, EACH TILE A MINIMUM SIZE OF 1 INCH (25 MM) ON ALL SIDES, SHALL BE INSTALLED AT THE WATER LINE, BUT SHALL NOT EXCEED 12 INCHES (305 MM) IN HEIGHT IF A DARK COLOR IS USED. GUTTER -TYPE POOLS MAY SUBSTITUTE 2-INCH (51 MM) TILE, EACH A MINIMUM SIZE OF 1 INCH (25 MM) ON ALL SIDES, ALONG THE POOL WALL EDGE OF THE GUTTER LIP. 2. ONE -INCH (25 MM) SQUARE TILE MAY BE USED IF THE MANUFACTURER HAS SPECIFIED THE ADHESIVE FOR USE UNDERWATER TO ADHERE THE TYPE OF TILE USED [VITREOUS (GLASS) OR CERAMIC]. TILES SHALL NOT HAVE SHARP EDGES EXPOSED THAT COULD CAUSE BATHER INJURY. 3. THE GROUT LINE IS ALLOWED TO BE INCLUDED WHEN MEETING THE 1-INCH (25 MM) SQUARE TILE REQUIREMENTS, IF THE TILE IS SOLD AND DISTRIBUTED AS NOMINAL OR TRADE SIZE TILE. MIN. 48" CLEAR WET DECK (REFER TO SITE PLAN) MAX. WET DECK SHALL 1.5" MAX. 24 SLOPE HANG HIGH FROM POOL POINT, TOWARD TYP. " PERVIOUS AREA OR DRAINS \ INISHED �� DEPTH MARKER & "NO DIVING" MARKER LOCATION (SUP RESISTANT) SAND SET PAVERS (BY OTHERS) ' NOTE: THE GUTTER LIP SHALL BE LEVEL AROUND THE POOL WITH A MAXIMUM ALLOWABLE TOLERANCE FDoH OF j" BETWEEN THE HIGH AND LOW AREAS. APPROVED FINISH THE GUTTER SHALL SLOPE 2" WITH A MAXIMUM ALLOWABLE TOLERANCE OF j" FROM THE LIP TO DRAINS. THE BOTTOM OF THE GUTTER SHALL BE LEVEL OR SLOPE TO THE DRAINS. THE SPACING BETWEEN DRAINS SHALL NOT EXCEED 10' (3048 MM) FOR 2'(51 MM) DRAINS OR 15' (4572 MM) FOR 2Yi"(64 MM) DRAINS. GUTTER DRAINS SHALL BE LOCATED AT THE DEEPEST POINT OF THE GUTTER. PLUMB THE GUTTER PIPING LEVEL AROUND THE POOL PERIMETER AND SLOPE THE GUTTER TRUNK LINES AT A CONSTANT DOWNWARD GUTTER DETAIL SLOPE TO THE COLLECTOR TANKS. DO NOT PLUMB ANY UPWARD LOOPS IN THE SCALE: N.T.S. IPIPING BETWEEN THE POOL AND TANKS. w PROJECT NO. 22CO93 < ~ H O Z O HZZ U Z W Uj W W i+ Z 0< < z zQQ Z L)2 O :1Q02 Ix <15 EW�X f� U_ V10ix � 0 0 Q //W�r�� 12 O Z W V)Q�L] =0040 W0NO m0-1P7 W Q N "witZ in -t0ZVWiin NQC9W5 Zrn< ZZZ0 0womw to ``��t►uuurrrri�� FAER,�%�'''� V. " * No. 47646 STATE OF .,,�'''';71��Os'IA �tC�````�. 01/13/2023 DAVID I FAERMAN, P.E. FL. LICENSE NO. 47646 SHEET 7OF11 _L- 1-- STAIR NOTES: 1. STAIRS SHALL HAVE A MINIMUM TREAD WIDTH OF 10'(254 MM) AND A MAXIMUM WIDTH OF 48"(1219 MM) FOR A MINIMUM TREAD LENGTH OF 24'(610 MM) AND A MAXIMUM RISER HEIGHT OF 10"(254 MM). 2. TREADS AND RISERS BETWEEN THE TOP AND BOTTOM TREADS SHALL BE UNIFORM TO WITHIN j" (12.7 MM) IN WIDTH AND HEIGHT. THE RISER HEIGHTS SHALL BE MEASURED AT THE MARKED STEP EDGES AND THE DIFFERENCES IN ELEVATION SHALL BE CONSIDERED THE RISER HEIGHTS. 3. THE FRONT J' TO 2" (19.1 TO 51 MM) OF THE TREAD AND THE TOP 2"(51 MM) OF THE RISER SHALL BE TILE, DARK IN COLOR, CONTRASTING WITH THE INTERIOR OF THE POOL. TILE SHALL BE SUP RESISTANT. BULLNOSE TILE THAT IS SUP RESISTANT MAY BE USED WHEN THE J" (19 MM) SEGMENT IS PLACED ON THE TREAD OR HORIZONTAL SURFACE AND THE 2" (51 MM) SEGMENT IS PLACED ON THE RISER OR VERTICAL SURFACE. 4. HORIZONTAL TILE USED IN LESS THAN 5' (1524 MM) OF WATER MUST BE SUP RESISTANT. (FBC DEFINITIONS: 'SLIP RESISTANT"MEANS HAVING A TEXTURED SURFACE WHICH IS NOT CONDUCIVE TO SLIPPING UNDER CONTACT OF BARE FEET UNLIKE GLAZED TILE OR MASONRY TERRAZZO AND NONTEXTURED PLASTIC MATERIALS. MANUFACTURED SURFACE PRODUCTS SHALL BE DESIGNATED BY THE MANUFACTURER AS SUITABLE FOR WALKING SURFACES IN WET AREAS.). HANDRAILS SHALL EXTEND BETWEEN 28" AND 40' (711 MM AND 965 MM) ABOVE EACH STEP EDGE AND THE DECK AND SHALL BE SECURELY ANCHORED IN THE BOTTOM STEP AND DECK IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. 28" MIN. TO 40" MAX. GUTTER (SEE DETAIL) CLEAN, GRANULAR SUBGRADE COMPACTED TO 95% MOD. PROCTOR AND MIN. 2,000 PSF ALLOWABLE BEARING CAPACITY MAINTAIN CONSTANT MAXIMUM 1:10.00 SLOPE TO MAIN DRAIN ZERO DEPTH ENTRY POOLS SHALL HAVE A CONTINUOUS FLOOR SLOPE FROM THE WATER EDGE TO 3 FEET (914 MM) OF WATER DEPTH AT WHICH POINT THE SLOPE CAN TRANSITION TO ANOTHER, LESS STEEP CONTINUOUS SLOPE. FLOATING SAFETY ROPES AND SLOPE TRANSITION MARKINGS ARE NOT REQUIRED AT THIS TRANSITION POINT. 1.25" TO 1.90" O.D. CUSTOM 3—BEND STAINLESS STEEL HANDRAIL (VERIFY DIMENSIONS IN FIELD BEFORE ORDERING) VARIES (SEE PAGE 3 LAYOUT NN DARK COLORED TILE CONTRASTING WITH INTERIOR COLOR OF THE POOL MIN. 2" IN WIDTH ON THE TREAD & RISER FOR FULL LENGTH OF STEPS. TILE SHALL BE SUP RESISTANT IF USED ON TREAD. (WHEN USING BULLNOSE TILE INSTALL J" TILE ON TREAD AND 2" ON RISER). BULLNOSE TILE TO BE SLIP RESISTANT APPROVED 12" --j 8.5 39_6" FINISH SUP RESISTANT 12 8 5" FINISH ON 8LL r HORIZONTAL SURFACES STAIR DETAIL SCALE: N.T.S. PLASTIC GRATE SLOPE 1 /4" TOWARD POOL POOL COPIN ZERO ENTRY GRATE SHALL BE 12 INCHES WIDE, SLIP RESISTANT, AND CONSTRUCTED FOR INTENDED PURPOSE OF SUBMERSION IN WATER AND GLAZED EXPOSURE TO UV SUNLIGHT. WATERLINE TILE SLIP RESISTANT TILE 4" OF 6" TILE ABOVE WATERLINE 12" 9. G Q d d : d ; Q Q POOL FINISH MATERIAL d Q Q d, I G ; Q /A. (5) #4 CONT. if(-- oome-7: SEE STRUCTURAL DETAILS & NOTES FOR REINFORCEMENT SCHEDULE SLIP RESISTANT TILE GLAZED TILE WHEN THE SUN SHELF DOES NOT USE STAIRS AS A TRANSITION, DEPTH MARKERS OF THE ADJACENT POOL DEPTH AT THE SUN SHELF EDGE AND NO DIVING' MARKERS SHALL BE PLACED ON THE SUN SHELF FLOOR, EVERY 10' (3048 MM) OR LESS, ALONG A LINE NO MORE THAN 1' (305 MM) BACK FROM THE EDGE OF THE SUN SHELF ABOVE THE DEEPER POOL. A SUN SHELF MUST HAVE A DARK CONTRASTING SLIP -RESISTANT TILE MARKING AT THE EDGE OF THE SHELF AND THE POOL WALL EXTENDING 4" (102 MM) FROM THE HORIZONTAL SHELF EDGE SURFACE. ADDITIONALLY, A 2' (51 MM) CONTRASTING TILE LINE IS REQUIRED ON THE VERTICAL POOL WALL AT THE HANDRAILS SHALL EXTEND BETWEEN 28" AND 40' (711 MM AND 965 MM) ABOVE THE SUN SHELF AND THE DECK AND SHALL BE SECURELY ANCHORED IN - THE SUN SHELF AND DECK IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. IN AREAS OF SUN SHELF, INSTALL DARK CONTRASTING PERMANENT FOUR INCH HIGH DEPTH MARKERS AND "NO -DIVING" MARKINGS ON TOP OF POOL DECK WITHIN 2'-0" OF WATERS EDGE AROUND POOL AT LOCATIONS SHOWN WITH A MAXIMUM DISTANCE OF 20 FEET BETWEEN MARKINGS. MARKINGS TO BE RECESSED FLUSH WITH SURROUNDING DECK. EDGE OF THE SHELF. APPROVED SLIP RESISTANT OPERATING FINISH FINISH ON ALL WATER LEVEL HORIZONTAL SURFACES ._.......... ......... .... ........: 71t . 7.n.y 9'-5" MAX. NOTE: 7. DO NOT EXCEED 3'-6" 4'-0" MAX. WATER DEPTH WITHIN 3'-0" OF SUN SHELF SEE STRUCTURAL EDGE DETAILS & NOTES FOR REINFORCEMENT SCHEDULE CLEAN, GRANULAR SUBGRADE COMPACTED TO 95% MOD. PROCTOR AND MIN. 2,000 PSF ALLOWABLE BEARING CAPACITY SUN SHELF DETAIL SCALE: N.T.S. T MAX. POOL COPING DIMINISHES INTO DEC GLAZED TILE DIMINISHES INTO DECK POOL DECK MATERIAL 1.25" TO 1.90" O.D. CUSTOM 3-BEND STAINLESS STEEL HANDRAIL (VERIFY DIMENSIONS IN FIELD BEFORE ORDERING) Q • •- 4 - u d . • 10d d . A.*'- 44. de' LI d ''1! Q a' d Yl' - Q Q SLOPE DECK TOWARDS POOL FOR �, d MAX. OF 7' (1: 12 MAX. SLOPE) d A. Q #4 HOOKS ® 12" O.C. EXTEND 24" INTO POOL SECTION GUTTER LINE CONCETE APR THRU ZERO ENTRY NO SCALE MIN. 4' CLEAR DECK BEHIND ANCHOR 28" MIN. TO 40" MAX. WEDGE ANCHOR & ESCUTCHEON (SECURELY ANCHOR IAW MANUFACTURER INSTRUCTIONS) David Digitally signed by David Faerman, Faerman, RE Date: 2023.01.13 RE 16:26:10-05'00' V / z .J wO O F-U m M Q ZOO L z 012S UU ry v z j (/j U 0�o LLI CDO as >_ =z��N CL LLB V) N rA CIO � � N 00 O QO O Q h•�•�1 V < A-+ O 00 cd HMO >- m n LI..I LL W a_ f- w z ��o V) o-� W cn N Horn oQ 3Qvm W L�i "< t\Q U XW N m 0 a I W PROJECT NO. 22CO93 a0 0 z 0 H U arn7W" Q Z W w� w��.' <o} Zaz a.o rhm zz� 3 W w 8' 0 Q<2Xo6 Ucnm C9w �taiQU chow z-OQ �Q� W d w Z ��yyOW O w W FL cnaFo 0 0 No wDo O _ Q 0°WQN W U �ZNU oWwpo F--< cn Z Z U �cnFuF--w a.0V)w ♦��.�� 1tiff l FArrR% ♦♦♦ • ........_- * No. 47646 or.-p STATE OF qz. %SS/ON�At��,•��'', 01 /13/2023 DAVID 1 FAERMAN, P.E. FL. LICENSE NO. 47646 PERMIT SET dQ,. DATE I DESCRIPTION SHEET 8OF11 SOIL BEARING & FOUNDATION NOTE: NO SOIL REPORT WAS PROVIDED FOR THIS DESIGN. IN ACCORDANCE WITH SECTION 1803.2 OF THE FLORIDA BUILDING CODE 2020 (7TH EDITION), THE BUILDING OFFICIAL SHALL BE PERMITTED TO WAIVE THE REQUIREMENT FOR A GEOTECHNICAL INVESTIGATION WHERE SATISFACTORY DATA FROM ADJACENT AREAS IS AVAILABLE THAT DEMONSTRATES AN INVESTIGATION IS NOT NECESSARY FOR ANY OF THE CONDITIONS IN SECTIONS 1803.5.1 THROUGH 1803.5.6 AND SECTIONS 1803.5.10 AND 1803.5.11. IN LIEU OF A GEOTECHNICAL EVALUATION, AND IN ACCORDANCE WITH THE STATEMENT ABOVE, THE STRUCTURE'S FOUNDATION HAS BEEN DESIGNED ASSUMING A 2,000 PSF ALLOWABLE SOIL BEARING CAPACITY, SELECTED FROM FBC TABLE 1806.2. THE PRESUMPTIVE LOAD BEARING VALUE HAS BEEN SELECTED BASED ON RATIONAL ANALYSIS AND KNOWLEDGE OF OTHER PROJECTS IN THE VICINITY. IF AT ANY TIME DURING EXCAVATION ANY DELETERIOUS MATERIAL (SUCH AS LOOSE SOIL, SILT, PEAT, MUCK, CLAY, ETC.) IS FOUND THAT CANNOT PROVIDE 2,000 PSF, THE ENGINEER OF RECORD SHALL BE CONTACTED TO PROVIDE DIRECTION. THIS STATEMENT IS BASED UPON SECTIONS 1802.1, 1803.2, 1803.3 AND 1806.2 OF THE FLORIDA BUILDING CODE 2020 (7TH EDITION). CONTRACTOR SHALL BACKFILL AND COMPACT ALL EXCAVATIONS, DISTURBED AREAS, AND VOIDS WITH CLEAN, GRANULAR SOIL COMPACTED AND CERTIFIED TO 95% MODIFIED PROCTOR DENSITY AND MINIMUM 2,000 PSF ALLOWABLE BEARING CAPACITY. REIr #4 CEN TEF CONCRETE & REBAR: CONCRETE IS TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94 BY A RECOGNIZED TESTING LABORATORY TO ACHIEVE A STRENGTH OF 4,000 PSI, AT 28 DAYS, (UNLESS OTHERWISE NOTED) WITH A PLASTIC AND WORKABLE MIX AND A MAX. WATER TO CEMENT RATIO = 0.40. PNEUMATICALLY APPLIED CONCRETE AND/OR SHOTCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304.2R-04 AND ACI 506.2-04, RESPECTIVELY. ALL OTHER CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304R-04. A CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED. NO WATER IS TO BE ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF THE ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. CONCRETE WORK SHALL BE AS PER REQUIREMENTS AND RECOMMENDATIONS OF ACI 301-04. REBAR SHALL BE A615 GRADE 60 OR BETTER (UNLESS OTHERWISE NOTED), FREE FROM OIL, LOOSE SCALE AND LOOSE RUST. REBAR SHALL BE BENT, LAPPED, PLACED, SUPPORTED AND FASTENED ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES (ACI 315-04) AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318-19). IN CASE OF CONFLICT, THE MORE CONSERVATIVE VALUE(S) SHALL BE USED. SUN SHELF STRUCTURAL DETAIL SCALE: N.T.S. SLAB OR WALL REINFORCEMENT (REFER TO PLAN) (1)#4FOR "T"=8"ORL (2) #4 FOR "T" OVEF MIN. (2) #4 AT MAIN Df OPENING OR PENETRATION_ THROUGH WALL OR SLAB ESS ' 8" !AIN 2'. CLEAR MIN. 3' ADD AT EACH SIDE OF OPENING 1/2 OF SLAB OR WALL REINF INTERRUPTED BY OPENING NOTE: THE STRUCTURE HAS BEEN DESIGNED ASSUMING MONOLITHIC CONSTRUCTION (NO COLD JOINTS). ADDITIONAL DETAILS WILL BE REQUIRED IF MONOLITHIC CONSTRUCTION IS NOT ACHIEVED AND/OR COLD JOINTS ARE INTRODUCED. SPLICES IN REINFORCING BARS SHALL BE NOT LESS THAN 48X BAR DIAMETERSSHALL CONFORM TO FBC-B 1908.4.3 (NON -CONTACT OR CONTACT WITH TEST PANEL AND APPROVAL BY THE BUILDING OFFICIAL). REINFORCEMENT SHALL BE CONTINUOUS AROUND ALL CORNERS AND CHANGES IN DIRECTION. CONTINUITY SHALL BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL STEEL AROUND THE CORNER 48X BAR DIAMETERS OR BY ADDING MATCHING REINFORCING STEEL, WHICH SHALL EXTEND MIN. 48X BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ARE REQUIRED, THE BARS SHALL BE HELD IN PLACE AND ALIGNED BY TRANSVERSE BARS SPACED NOT MORE THAN 4 FEET (1219 MM) APART. DISCONTINUOUS REINFORCING BARS SHALL TERMINATE IN STANDARD ACI HOOKS. ALL HOOKS SHALL BE STANDARD ACI HOOKS UNLESS NOTED OTHERWISE. _SLAB OR WALL REINFORCEMENT INTERRUPTED AT OPENING NOTES: 1. TYPICAL AT ALL SLAB OPENINGS OR PENETRATIONS. 2. "T" = WALL OR SLAB THICKNESS 3. PROVIDE ADDITIONAL BARS (NOT SHOWN) WHICH EQUAL THE AREA OF INTERRUPTED WALL & SLAB REINFORCING. 4. PLACE IN ADDITIONAL REBAR IN EQUAL AREAS EACH SIDE OF OPENING AND PARALLEL TO THE CONTINUOUS REINFORCEMENT ALONG THE PERIMETER OF THE OPENING. 5. BUNDLE BARS IAW ACI 318 AT RESTRICTED AREAS. PENETRATION/OPENING DETAIL SCALE: N.T.S. NOTE: ALL FINISHES SHOWN ON THESE DRAWINGS ARE GENERIC. ALL FINISH MATERIALS (INCLUDING, BUT NOT LIMITED TO, ADHESIVES, GROUTS, AND BONDING AGENTS) SHALL BE MANUFACTURER SPECIFIED AS SUITABLE FOR USE IN POOL/SPA APPLICATIONS. ALL MATERIAL INSTALLATIONS SHALL COMPLY WITH FBC, ALL [RELEVANT INDUSTRY STANDARDS, AND ALL MANUFACTURER INSTRUCTIONS AND SPECIFICATIONS. ALL MATERIALS AND FINISHES USED ON HORIZONTAL SURFACES SHALL BE SLIP RESISTANT WHEN WET. DOTE: FHESE PLANS DO NOT INCLUDE ALL TECHNICAL ;PECIFICATIONS REQUIRED FOR CONSTRUCTION. CONTRACTOF ;HALL REFERENCE ALL MANUFACTURER INSTRUCTIONS AND ;PECIFICATIONS. NOTE: FLOORS AND WALLS SHALL BE WHITE OR PASTE_ IN COLOR AND SHALL HAVE THE CHARACTERISTICS OF REFLECTING RATHER THAN ABSORBING LIGHT. THE FINISH COATING SHALL HAVE A DRY LIGHTNESS LEVEL (CIE L VALUE) OF 80.0 OR GREATER AND A WET LUMINOUS REFLECTANCE VALUE (CIE Y VALUE) OF 50.0 OR GREATER, AS DETERMINED BY TEST RESULTS PROVIDED BY TH = MANUFACTURER, UTILIZING TESTING METHODOLOGY FROM AMERICAN STANDARD ASTM D4086, ASTM E1477, ASTM E1347. POOLS CONSTRUCTED OF FIBERGLASS, THERMOPLASTIC, OR STAINLESS STEEL SHALL BE SUBJECT TO THE SAME INTERIOR FINISH COLOR REQUIREMENTS. OPERATING WATER LEVEL 3'-6" DEEP AT SHALLOW END 6' THICK GUNITI_ WALL 4'-9 REINFORCED W/ DEEP #4 ® 12" O.C.E.W AT PROVIDE 2" CLEAR CONCRETE COVER FROM WATEF DEEP END PROVIDE 3" CLEAR CONCRETE COVER FRCM SOIL NOTE: PROVIDE MIN. 3" CLEAR CONCRETE COVER FROM WATER IN SLAB. PROVIDE MIN. 3" CLEAR CONCRETE COVER FROM SOIL IN SLAB. 8" THICK APPROVED GUNITE SLAB FINISH REINFORCi=D W/ #4 ® 12" C.C.E.W. CENTERED IN SLAB 2" MIN 3" MIN. GUTTER 6j" (REFER TO FINISHED DETAIL) 2" CLEAR m MIN. 24" LAP HIGH POINT, TYP. 6" ROUGH t 3" CLEAR Q, 1 �CLEAN, GRANULAR SUBGRADE COMPACTED TO 95% MOD. PROCTOR AND MIN. 2,000 PSF ALLOWABLE BEARING CAPACITY FLOOR/WALL STRUCTURAL DETAIL SCALE: N.T.S. David Faerman, Pi OE MIN. 48" CLEAR WET DECK (REFER TO SITE PLAN) WET DECK SHALL SLOPE 2% AWAY TOWARD PERVIOUS AREA 11-� 1'-2j" CLEAN, GRANULAR BACKFILL COMPACTED TO 95% MOD. PROCTOR AND MIN. 2,000 PSF ALLOWABLE BEARING CAPACITY NOTE: POOL STRUCTURE SHALL BE FULLY SUPPORTED BY SOIL. Digitally signed by David Faerman, RE Date: 2023.01.13 16:26:29—05'00' z __j wO 0 Q m Z O 0 Q � � u z O U cl:� z C) J J LLJ _ 0 O > I a Q a- ]—Z— J N LLJ cn N C� 7 N N N O all �LL_I O O rT� h-��1 [-- ry F.L. OO Ld Of ct a_ � � HMO N m C) W Q W c W � z W CO N 00 't > o rs I co LLJ -i Lo OOW �75 N Z �- z � F co Q C Q F—)007 �Q 00W f,Q U,IL. C LL Q N m 0 Q Ld PROJECT NO. 22C093 QO 0 ~ z o ZU Z W Qinwa = �~ oLi< Qo> z�Q= zzQ a �nrl woZ JZ1cd Q:2za �ofcn0 OWuw O(n� o�Qo mQ> z-tea W w mvi oo w mS cnczac~i)a (nQz04 WLn1� =>- OLou WU N H_oww 00 lQ J Z N Of HQ ~ �aC7LLJ 1E U ZZZW O W Z 2 (nW�-cD J dU(nW \0�0 j� F A E,;M% `•��QQ •��CENSF•'4�'''% * ; No. 47646 ; r STATE OF �S•.,, O R I 01 /13/2023 DAVID I FAERMAN, P.E. FL. LICENSE NO. 47646 PERMIT SET NO, I DATE I DESCRIPTION SHEET 9 OF 11 110 100 - 90 - 80 - 70 - a� 60 W 4 50 0 40 30 20 10 0 11V 100 90 80 70 -60 � 50 • 40 - 30 - 20 -10 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 FLOW RATE IN U.S. GPM RECIRCULATION PUMP CURVE 1 Not MEMO� 'EM■■■■■■■ MEMNIN„■' `■■■■■ OPERATING • - EACH POINT • 'N ',"■■,.■■ MaINKINEENINEIII I. _. ■_ ■■■■■■�_ ISOMETRIC RISER DIAGRAM KEY A 2" SERVICE TO WASTE LINE B SEPARATOR TANK 12) C 1.1 HP SERVICE PUMP (TANK DRAIN ONLY) D NOT USED E NOT USED F 2" TANK DRAIN LINE G NOT USED H PERIMETER POOL GUTTER I MAIN DRAIN FROM POOL J INDIVIDUALLY VALVED GRAVITY LINES K I VACUUM D.E. FILTER GRIDS (TYP OF 29) L 2" STATIC LINE M 450 GALLON COLLECTOR TANK N 3 HP RECIRCULATION PUMP (2) 0 1" FRESH WATER INLET TO TANK P 2" OVERFLOW WITH CHECK VALVE Q 4" PRECOAT LINE W/ BUTTERFLY VALVE R 4" BUTTERFLY VALVE BYPASS S 3" BALL VALVE (TYP OF 2) T CAPPED LINES U CHEMICAL INJECTION POINTS V NOT USED W LIQUID CHLORINE & ACID FEED PUMPS X 4" FLOWMETER Y 4" RECIRCULATION RETURN TO POOL Z CHEMICAL RESERVOIR 1" RIGID PVC CONDUIT W/ occ unorn onnI N( CI EL�., ,..,..�.�� . .... .. .�., ..... , ...� RECIRCULATION PUMP TO PREVENT CHEMICAL FEED WHEN RECIRCULATION PUMP IS NOT OPERATING FIXTURE SCHEDULE: MOUNTED TO PANEL W/ k S.S. LOCK NUTS AND UL SEALTITE FITTINGS O FU W O PLUMBING RISER DIAGRAM ISOMETRIC (N.T.S.) MARK DESCRIPTION VOLTAGE MANUFACTURER & MODEL NO. OA MAIN LUG BREAKER PANEL (16 CIRCUIT) 208-230/460V SIEMENS, PW1624L3200CU O`Z) RECIRCULATION PUMP 208-230V PENTAIR, MAX-E-PRO XF, XPK-12, 3 HP �C SERVICE PUMP (TANK DRAIN ONLY) 208-230V PENTAIR MAX-E-PRO 348185, 1.1 HP DO 100 WATT SERVICE LIGHT FIXTURE 115V INTERMATIC, VPXG11GCI 10OW EO GFCI 115V PASS & SEYMOUR OCHLORINE FEED PUMP 115V STENNER 45M4 OACID FEED PUMP 115V STENNER, 4SM3 OGFI 115V PASS & SEYMOUR (I ELECTRICAL INTERLOCK 115-230V MCG, MCDP402U6, DEFINITE PURPOSE CONTACTOR ( LIGHT TRANSFORMER (2) 115V INTERMATIC PX300, 30OW TRANSFORMERS (2) OPOOL LIGHTS (5) 12V PENTAIR, 30OW LED EQUIVALENT OJUNCTION BOXES (2) 12V INTERMATIC PJB4175, WEATHERPROOF 22.0694 EQUIPMENT CABINET W/ ELECTRICAL PANEL LEFT SIDE ELEVATION 16.06131 SIEMENS, ELECTRICAL PANEL, UL HINGED FRONT PANEL SEALTITE MOUNTED TO CABINET BASE W/ 10GROUNDED PENETRATION CD 200 AMP SUB BLOCK W/ GCFIPROTECTED BREAKERS 1" CONDUIT PENETRATION FROM CABINET GRADE 1.5" FEED LINE PENETRATION LMAIN FEEDER LINES TO BE FIELD TO BE INSTALLED BY OTHERS INSTALLED BY OTHERS ELECTRICAL PANEL ELECTRICAL PANEL FRONT ELEVATION ISOMETRIC NOTE: WHEN MULTIPLE RECIRCULATION PUMPS ARE USED, THE REQUIRED FLOWRATE, FILTRATION, & CHEMICAL TREATMENT MUST BE MAINTAINED, OR THE ENTIRE SYSTEM SHALL NOT OPERATE. THE SYSTEM SHALL BE CONFIGURED TO SHUTDOWN IF THE OPERATIONAL PUMP(S) ARE NOT ABLE TO MAINTAIN THE PROPER FLOWRATE, FILTRATION, AND CHEMICAL TREATMENT AND AN AUDIBLE ALARM SHALL ALERT MAINTENANCE PERSONNEL TO THE ISSUE. FEEDER & CIRCUIT SCHEDULE: 60 15.9 .0 CONDUCTORS MARK PHASE NEUTRAL GROUND CONDUIT REMARKS PANEL FEED Q3412 1- #12 1/2" UL SEALTITE Q2412 1- #12 1/2" UL SEALTITE Q1412 1- #12 1412 1/2" SEALTITE TO LIGHT Q1412 1412 1412 1/2" SEALTITE TO PANEL Q1412 1412 1412 1/2" SEALTITE TO PANEL QCONDUCTORS AND CONDUIT INSTALLED BY OTHERS PANEL SCHEDULE: THREE PHASE, 4-WIRE - 208Y/120 VAC OR 240 VAC INSULATED/BONDABLE NEUTRAL CURRENT WITHSTAND RATING MAX. RMS. SYM. 10,000A 120/240V CIRCUIT POLE TRIP LOAD AMPS 1-3 3 20A GFI REC. PUMP W/INTERLOCKED CHEM. CONTROLLER 13.2 4-6 3 20A GFI RECIRCULATION PUMP 9.8 7-8 2 20A GFI SERVICE PUMP 8.0 9 1 20A GFI SERVICE LIGHT 1.5 10 1 20A GFI GFCI 3.0 11 1 20A GFI LIGHT TRANSFORMERS 1.7 12-16 1 1 1 SPARE TOTAL MAXIMUM LOAD 37.2 1C D.E. FILTER NOTES: 1. THE D.E.-TYPE FILTER TANK AND ELEMENTS SHALL BE INSTALLED SUCH THAT THE RECIRCULATION FLOW DRAW DOWN DOES NOT EXPOSE THE ELEMENTS TO THE ATMOSPHERE WHENEVER ONLY THE MAIN DRAIN VALVE IS OPEN OR ONLY THE SURFACE OVERFLOW GUTTER SYSTEM VALVE IS OPEN. 2. D.E. TYPE FILTERS: THE FILTER AREA SHALL BE DETERMINED NOTE: RECIRCULATION AND TREATMENT EQUIPMENT SHALL BE TESTED AND APPROVED IN ACCORDANCE WITH NSF/ANSI STANDARD 50 ONLY NSF-60 APPROVED CHEMICALS SHALL BE USED IN POOL. ONLY 1OX SODIUM HYPOCHLORITE SHALL BE USED IN CHLORINE FEED SYSTEM. ON THE BASIS OF EFFECTIVE FILTERING SURFACES WITH NO ALLOWANCE GIVEN FOR AREAS OF IMPAIRED FILTRATION, SUCH NOTE: AS BROAD SUPPORTS, FOLDS, OR PORTIONS WHICH MAY PH ADJUSTMENT FEEDER: AN BRIDGE 3. D.E. TYPE FILTERS: FILTER SEPTA HAVE A MINIMUM 1" (25 ELECTRICAL FEEDER HAS ELECTRICAL INTERLOCK WITH THE RECIRCULATION MM) CLEAR SPACING BETWEEN ELEMENTS (UP TO 4 FT' (0.4 PUMP TO PREVENT DISCHARGE WHEN M2) EFFECTIVE AREA PER SEPTUM) AND THE MINIMUM SPACING THE RECIRCULATION PUMP IS NOT BETWEEN ELEMENTS IS 1/8" (3 MM) LARGER FOR EACH OPERATING. ADDITIONAL SQUARE FOOT OR FRACTION THEREOF OF SEPTUM NOTE: AREA OVER 4 FV (0.4 M2). HYPOHALOGENATION FEEDER: AN ELECTRICAL FEEDER. WHEN USED, HAS ELECTRICAL INTERLOCK WITH THE RECIRCULATION PUMP TO PREVENT THE DISINFECTANT FROM SIPHONING OR FEEDING DIRECTLY INTO THE POOL OR POOL PIPING UNDER ANY TYPE FAILURE OF THE RECIRCULATION EQUIPMENT. A FLOW SENSOR CONTROLLER MAY BE USED. 132.0 EQUIPMENT COVER PLAN POOL FILTER TANK FRONT ELEVATION EQUIPMENT COVER FRONT ELEVATION BURIED CHEMICAL CROCS SHALL BE EQUIPPED WITH LOCKABLE AND TAMPER PROOF LIDS 6 FIELD CAST 6" THICK, 2500 PSI CONCRETE FOOTING UNDER STEEL FRAME & COVER RESERVOIR RESERVOIR LABELED: LABELED: "ACID" "CHLORINE" 10OW SERVICE LIGHT ELECTRICAL PANEL 3 FROM HEATER (CAPPED) BY-PASS VALVE 3" TO HEATER (CAPPED) EQUIPMENT FRAME 2-4" X J" SS TAP SCREW 0 EACH TIE DOWN BRACKET (MIN. 2" EMBEDMENT) z J MIN. 4" THICK CONCRETE SLAB, MIN. 6" CLEAR EDGE DISTANCE ALL AROUND REINFORCED WITH 6X6 - W2.9 X 2.9 WWF OVER COMPACTED SOIL OR SLAB W •- ►- '� CONCRETE z u� MIN. 3 ABOVE GRADE OR FFE TIE DOWN BRACKETS, TYP. Q Z � O 03 o O REFER TO EQUIPMENT U MANUFACTURER ' 4 ` U U z o J 0, •.l G LAj Q U PUMP Ci `� a (2) ANCHOR POINTS (TYP.) i 4 Q_ -' FILTER FILTER REFER TO EQUIPMENT MANUFACTURER _ _ N (4) ANCHOR POINTS (TYP.)__0 REFER TO EQUIPMENT MANUFACTURER Ld cn a TIE DOWN BRACKETS, TYP. REFER TO EQUIPMENT N MANUFACTURER HEATER (IF APPLICABLE) 1(4) ci ANCHOR POINTS (TYP.) REFER TO EQUIPMENT MANUFACTURER 14 cd., EQUIPMENT ANCHORING • SCALE: N.T.S. N NCd N POOL EQUIPMENT NOTES: o ch cn cn LOCKABLE LID 1. THE POOL RECIRCULATION PUMP(S) ARE SELF -PRIMING AND ARE PROVIDED WITH A O O aj 60" HAIR AND LINT STRAINER. p 2. ALL P.V.C. PIPE SHALL BE SCHEDULE 40 (SCHEDULE 80 WHERE REQUIRED BY LOCAL Q Q CODE) AND BE IMPRINTED WITH THE MANUFACTURES NAME AND THE NSF-PW LOGO. Q ^^ .. (COLLAPSE RATINGS SHALL BE IN EXCESS OF THE EXTERNAL PRESSURES ON THE 0_ w O 00 INSTALLED PIPE). PVC PIPE EXPOSED TO SUN LIGHT SHALL BE COATED FOR U.V. PROTECTION. LLJ of 3. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES SIDEWALLVENT (TYP BOTH SIM) ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE Q cd C" OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL N ® ® ® FLOW. 4. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE M O MANUFACTURER. NOTES: 1. PLUMBING - ALL PIPE & FITTINGS SHALL BE SCHEDULE 40 PVC PER ASTM D1785 AND N.S.F. APPROVED AND STAMPED FOR POTABLE WATER APPLICATIONS. JOINTS TO BE SOLVENT WELDED PER ASTM D2855. ALL PLUMBING AND MATERIALS TO CONFORM TO FLORIDA BUILDING CODE 2020 - SEVENTH EDITION. 2. ELECTRICAL - ALL ELECTRICAL EQUIPMENT WIRING, INSTALLATION AND GROUNDING OF POOL COMPONENTS SHALL CONFORM TO NATIONAL FIRE PROTECTION ASSOC, 70, NATIONAL ELECTRICAL CODE (N.E.C.) LATEST EDITION AND ALL APPLICABLE LOCAL CODES, CHEMICAL FEED PUMPS TO BE INTERLOCKED WITH THE RECIRCULATION PUMP. W Z 3. EQUIPMENT -ALL PUMPS, FILTERS AND DISINFECTION EQUIPMENT SHALL BE TESTED AND APPROVED BY THE PERTINENT MANUFACTURER USING THE NSF/ANSI STANDARD 50 AND LISTED AS APPROVED BY THE NSF. ww 00 4. THE FILTER ROOM FLOOR IS SLIP RESISTANT AND SLOPED TO FLOOR DRAINS 5. ALL PLASTIC PIPING SUBJECT TO PROLONGED SUNLIGHT EXPOSURE MUST BE COATED PROTECT IT ULTRAVIOLET 7 Na. 00 N O= r0 O t 1 I TO FROM LIGHT DEGRADATION. m 10 m M 100 6. EACH WASTE LINE SHALL HAVE A UNIQUE AIR GAP. WASTE LINES FROM DIFFERENT SOURCES (E.G. POOL, SPA, OVERFLOW, W _-.1 010 W 0 LL_ 0 0 SUMP PUMP) SHALL NOT BE TIED TOGETHER BUT MAY DISCHARGE INTO A COMMON SUMP OR RECEPTACLE. 7. THE WASTE LINE MUST BE CONNECTED TO AN APPROVED WASTE DISPOSAL SYSTEM ACCORDING TO LOCAL OR STATE CODES. L ij < It u ^ N 8. ALL COLLECTOR TANKS SHALL HAVE COVED AND SLRE TO THE TANK Q �p Q L_j L-ij EUPC NTROLS 9. AN AUTOMATIC AND MANUAL WATER MAKEUP CONTROL MUST BE PROVIDED TO MAINTAIN THE WATER LEVEL AT THE UP OF THE INTAI OR AT (Z q � v 0�0 � Q 00 1" x 1" STEEL FRAME OVERFLOW GUTTER THE MOUTH OF THE RECESSED AUTOMATIC SKIMMERS AND MUST DISCHARGE THROUGH AN AIR GAP L J W • INTO A FILL PIPE OR COLLECTOR TANK. OVER THE RIM FILL SPOUTS ARE PROHIBITED. m Li l Q t\ Q U jX u- y ; r ., •, .� • , ,,.• . •.+ 10. A RATE OF FLOW INDICATOR, READING IN GPM, SHALL BE INSTALLED ON THE FILTER RETURN UNE. THE RATE OF FLOW F1 VO ' jva INDICATOR SHALL BE PROPERLY SIZED FOR THE DESIGN FLOW RATE AND SHALL BE CAPABLE OF MEASURING FROM ONE HALF TO Ili- L¢i J N AT LEAST ONE -AND -ONE-HALF TIMES THE DESIGN FLOW RATE. THE CLEARANCES UPSTREAM AND DOWNSTREAM FROM THE m O Q RATE OF FLOW INDICATOR SHALL COMPLY WITH THE MANUFACTURER'S INSTALLATION SPECIFICATIONS. S SHIM FRAME ON BRICKS 11. THESE PLANS HAVE BEEN PREPARED IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE - SEVENTH EDITION AS NEEDED I W EQUIPMENT COVER SIDE ELEVATION 4" FLOWMETER SERVICE PUMP 4" RECIRC PUMP SUCTION THERMOMETER CHLORINE FEEDER 4" FILTER RETURN ACID FEEDER CHEMICAL INJECTION POINTS oe a q v 4" PRECOAT a DE SEPARATION TANK (TYP) 3" CHECK VALVES TO WASTE HUB VIA AIR GAP (TYP) RECIRCULATION PUMP (TYP) 2" TANK DRAIN NOTE: COMPONENTS ID - PLAN WHEN MULTIPLE RECIRCULATION PUMPS ARE USED, THE REQUIRED FLOWRATE, FILTRATION, & CHEMICAL TREATMENT MUST BE MAINTAINED, OR THE ENTIRE SYSTEM SHALL NOT OPERATE. THE SYSTEM SHALL BE CONFIGURED TO Digitally signed SHUTDOWN IF THE OPERATIONAL PUMP(S) David 9 y 9 ARE NOT ABLE TO MAINTAIN THE PROPER FLOWRATE, FILTRATION, AND CHEMICAL by David TREAALTMENT AND AN AUDIBLE MANTENA MAINTENANCE PERSONNEL ATO THE RM LL ERFaerman, Faerman, PIE ISSUE. Date: 2023.01.13 RE 16:26:46-05'00' HYDRAULIC SOLENOID VALVE W/ MANUAL FILL & 3" MIN. AIR GAP SHUTOFF VALVE II SUCTION 5 1611 LL=2) 2" TANK DRAIN POOL FILTER TANK SIDE ELEVATION POOL FILTER TANK PLAN 2" TANK DRAIN PIPE AND VALVES CHART LINE FUNCTION SIZE MAIN DRAIN 8" GUTTER DRAIN 8" STATIC LINE 2" FRESH WATER FILL i" OVERFLOW 2" RECIRCULATION PUMP SUCTION (2) 4" RECIRCULATION RETURN 4" FILTER PRECOAT 4" TANK DRAIN 2" SERVICE TO WASTE 2" TO HEATER (CAPPED) 3" FROM HEATER (CAPPED) 3" FILTER EQUIPMENT LIST RECIRCULATION PUMP (2) MAX-E-PRO XF, XPK-12, 3 HP WITH INTEGRAL BASKET STRAINER, THROTTLE TO 130 GPM @ 50' TDH EACH, (260 GPM TOTAL) 208-230V, 30, 9.8A SERVICE PUMP PENTAIR MAX-E-PRO 348185,1.1 HP WITH INTEGRAL BASKET STRAINER, 60 GPM @ 60' TDH,115/206-23OV,10, 8.OA FILTER TANK AT450, 450 GALLON CAPACITY DE FILTER ELEMENTS (29) -13.5" x 24" ELEMENTS, 4.5 SQ FT EACH, 130.5 SQ FT TOTAL WATER LEVEL CONTROL AQUATEK HYDRAULIC VALVE W/ MANUAL FILL VALVE & RESERVOIR CHLORINE FEEDER STENNER 45M4, 35 GPD CAPACITY, 11OV, 1.7A CHLORINE RESERVOIR TANK 30 GALLON WITH LOCKABLE LID pH FEEDER STENNER 45M3, 22 GPD CAPACITY, 11OV, 1.7A pH RESERVOIR TANK 30 GALLON WITH LOCKABLE LID SEPARATOR TANK (2) PENTAIR 30OWS,100 SQ FT, 200 SQ FT TOTAL FLOWMETER 4" BLUE/WHITE F-30400P, 75 TO 420 GPM RANGE THERMOMETER PRECISION INSTRUMENT CO 5291-K WITH 1/2" NPTTHERMOWELL 30• TO 240•F RANGE VACUUM GAUGE WIKA, 0-30 IN HG, LIQUID FILLED,1/4" NPT, 2" FACE DIAMETER CHEMISTRY CONTROLLER NOT PROVIDED 2" TANK DRAIN 2" OVERFLOW 4" FILTER PRECI AT45C 450 GALLON TANK ...., „CTION 4" 3" IE FILTER GRID L" AUTOFILL PROJECT NO. 22CO93 Q Op I- ZO~U QrnwQ ZW w� o�Q� OM< aay zQa a.X W }ZU �la�i O am Na 0w W w ��QU �oQ�W > w-aa LLI o z oLu m w_ me -of vs O w< OQO _� m W OWWU O WOWLLJ Q N t!1 ZNIn 0 ~�Q� N _ In4(aWC9 FaiwFw U -ZOU� aoumw `�NttnurUrr��2 FAE,py%, * No. 47646 -o STATE OF �. 0. A ; 01 /13/2023 DAMD I FAERMAN, P.E. FL. LICENSE NO. 47646 PERMIT SET Wj DATE I DESCRIPTION SHEET 10OF11 rmm I 1 _ _ 1 I ! . 1 11 I _. '1..-!-_ I I _ _ I EQUIPMENT SCHEDULE COMMERCIAL SWIMMING POOL FILTRATION AND DISINFECTION SYSTEM ITEM QTY MANUFACTURER PART NUMBER DESCRIPTION EQUIPMENT SET 1 AQUAWORX CUSTOM SEE DETAILS SHEET ON SHEET 10 DRAINS AND FITTINGS ITEM QTY MANUFACTURER PART NUMBER DESCRIPTION 12" X 12" VGBA CERTIFIED FRAME AND GRATE WITH 90.8 SQ. IN. OPEN AREA W/ CUSTOM MAIN DRAIN SUMP AND 2" HYDROSTATIC RELIEF VALVE (P/N SK43101) SUCTION OUTLET FITTING ASSEMBLY (SOFA) IS VGBA 2017 COMPLIANT WHEN INSTALLED IN ACCORDANCE WITH MD FRAME & GRATE 2 AQUASTAR WAV12WRXXX ALL MANUFACTURER INSTRUCTIONS. FLORIDA DOH APPROVED 361 GPM O 1.5 FPS 130.0 GPM DESIGN FLOW RATE ® 0.46 FPS OUTLETS SHALL BE COVERED BY A SECURE GRATE WHICH REQUIRES THE USE OF A TOOL TO REMOVE. THREE-PIECE DIRECTIONAL EYEBALL FITTING 1%w KNOCK -IN - 1" EYEBALL WALL INLETS 11 AQUASTAR 4101 DIRECTIONALLY ADJUSTABLE. 260.0 GPM / 23 TOTAL INLETS = 11.3 GPM PER INLET INSTALL ALL RETURN FITTINGS MIN. 1'-0" BELOW OPERATING WATER LEVEL 4" ADJUSTABLE FLOOR RETURN FITTING WITH WATER STOP 260.0 GPM / 23 TOTAL INLETS = 11.3 GPM PER INLET FLOOR INLETS 12 AQUASTAR 4DIV101 FLOOR INLETS SHALL BE DESIGNED AND INSTALLED SUCH THAT THEY DO NOT PROTRUDE ABOVE THE POOL FLOOR AND ALL INLETS SHALL BE DESIGNED AND INSTALLED SO AS NOT TO CONSTITUTE SHARP EDGES OR PROTRUSIONS HAZARDOUS TO POOL BATHERS. 11.4. SO. IN. OPEN AREA VGBA CERTIFIED OUTLET FLORIDA DoH APPROVED 53.6 GPM ® 1.5 FPS EACH STATIC FITTING 1 AQUASTAR 6HPXXX FITTINGS TO INSTALLED MIN. 12" BELOW NORMAL OPERATING WATER LEVEL OUTLETS SHALL BE COVERED BY A SECURE GRATE WHICH REQUIRES THE USE OF A TOOL TO REMOVE. GUTTER GRATES 31 PENTAIR 54-2038 2.5" X 4" PLASTIC W/ 2" I.D. SOCKET UNDERWATER LIGHTING SYSTEM ITEM QTY MANUFACTURER PART NUMBER DESCRIPTION NTELLIBRITE 5G INTELLIBRITE 5G LED UNDERWATER POOL LIGHT (WHITE ONLY) LOW VOLTAGE POOL LIGHTS 5 PENTAIR #60110* 12 VOLT, 40 WATTS (30OW EQUIVALENCY), UL LISTED. (WHITE ONLY) USE PENTAIR AQUATIC SYSTEMS PLASTIC NICHES P/N 79206700 AND CORD SEAL KIT P/N 670044 *CONFIRM REQUIRED CORD LENGTH PRIOR TO ORDERING LOW VOLTAGE TRANSFORMER 2 INTERMATIC PX300 LOW VOLTAGE TRANSFORMER IN WEATHERPROOF ENCLOSURE JUNCTION BOXES 2 INTERMATIC PJB4175 JUNCTION BOX IN WEATHERPROOF ENCLOSURE DECK & SAFETY EQUIPMENT ITEM QTY MANUFACTURER PART NUMBER DESCRIPTION CUSTOM 3-BEND HAND RAIL 1.90" O.D. X .065" WALL. 316L MG GRADE STAINLESS STEEL WITH A POLISHED HAND RAIL 3 S.R. SMITH CUSTOM AND BUFFED FINISH. THE RAIL SHALL BE ANCHORED IN THE DECK AND THE BOTTOM TREAD. CONFIRM AND TEMPLATE DIMENSIONS PRIOR TO ORDERING. ANCHOR 6 S.R. SMITH AS-100B EACH ANCHOR SHALL BE PROPERLY GROUNDED IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE STANDARDS. ESCUTCHEON PLATE 6 S.R. SMITH EP-10OF STAINLESS STEEL COVER PLATE. RING BUOY 2 RECREONICS, INC. 12-252 USCG APPROVED (WHITE). RING BUOY HOLDER 2 RECREONICS, INC. 12-259 STAINLESS STEEL RING BUOY ROPE 2 RECREONICS, INC. 12-261 60, FIBERGLASS POLE 2 RECREONICS, INC. 12-220 16' SHEPARDS CROOK 2 RECREONICS, INC. 12-230 ALUMINUM POLE CLAMPS 4 RECREONICS, INC. 10-353 STAINLESS STEEL PORTABLE VACUUM 1 WATERTECH CAT FISH LI POOL BLASTER SERIES TEST KIT 1 TAYLOR #2005-K CAPABLE OF MEETING ALL CHEMICAL TESTS SPECIFIED BY THE FLORIDA ADMINISTRATIVE CODE IN CHAPTER 64E-9 SHOWER (BY OTHERS) 1 T LOCATE WITHIN LIMITS OF APPROVED POOL BARRIER. NOTE: RECIRCULATION AND TREATMENT EQUIPMENT SHALL BE TESTED AND APPROVED IN ACCORDANCE WITH NSF/ANSI STANDARD 50 ONLY NSF-60 APPROVED CHEMICALS SHALL BE USED IN POOL. ONLY 1OX SODIUM HYPOCHLORITE SHALL BE USED IN CHLORINE FEED SYSTEM. NOTE: ALL METAL LOCATED WITHIN 5 FEET OF POOL WATER SHALL BE BONDED. PAVER BRICK ON SAND NOTE: WEATHERPROOF/WATERPROOF DISCONNECT SWITCHES TO DISABLE POWER TO POOL HEATERS BY OTHERS. LOCATE WITHIN LINE OF SIGHT OF EQUIPMENT AND MIN. 5' REACH DISTANCE FROM POOL WATER. LOCATION SHALL COMPLY WITH FBC-B CH. 27 AND NEC (BY OTHERS - REFER TO ELECTRICAL DRAWINGS BY OTHERS FOR FINAL SWITCH AND DISCONNECT LOCATIONS). SLAB WIRE #5 FOOTER STEEL S/S LADDER AND HANDRAIL WEDGE ANCHOR WITH GROUNDING SCREW JUNCTION BOXES TO BE LOCATED A MINIMUM OF 4 FEET FROM WATER'S EDGE AND 12" ABOVE COPING OR DECK -m --< / I / :0Vjoi�-ice �'�`'��=��-►�'��'�f�►�� doo - •COPPER �N'EINFORCING STEEL -�WIRE 18" TO 24m FROM GRADEFOR POOLS WITH NO DECKS OR BURIED 4" TO 6" BELOW PAVER DECKS REBAR SHALL BE TIED TO WALL STEEL AND BROUGHT OUT OF POOL BONDING DETAIL RECIRC PUMP \ #8 SOLID COPPER WIRE FOUR (4) EQUALLY SPACED WALL REBARS AROUND POOL OR (4) INSULATED #8 WIRE IN PLACE OF REBAR -APPROVED CONNECTOR NOTE: IF REBAR IS 18" TO 24" IN HORIZONTAL LENGTH, THE PERIMETER BONDING WIRE MAY BE CONNECTED DIRECTLY TO REBAR WITHOUT JUMPER. POOL EQUIPMENT NOTES: 1. THE POOL RECIRCULATION PUMP(S) ARE SELF -PRIMING AND ARE PROVIDED WITH A HAIR AND LINT STRAINER. 2. ALL P.V.C. PIPE SHALL BE SCHEDULE 40 (SCHEDULE 80 WHERE REQUIRED BY LOCAL CODE) AND BE IMPRINTED WITH THE MANUFACTURES NAME AND THE NSF-PW LOGO. (COLLAPSE RATINGS SHALL BE IN EXCESS OF THE EXTERNAL PRESSURES ON THE INSTALLED PIPE). PVC PIPE EXPOSED TO SUN LIGHT SHALL BE COATED FOR U.V. PROTECTION. 3. ALL FLOW CONTROL VALVES SHALL BE PROPORTIONAL CONTROL TYPE (GATE VALVES ARE NOT ACCEPTABLE FOR THIS PURPOSE) RETURN, MAIN DRAIN, AND SURFACE OVERFLOW SYSTEM LINES SHALL EACH HAVE VALVES DESIGNED FOR PROPORTIONAL FLOW. 4. CLEARANCE FOR ALL FLOW METERS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. NORMAL OPERATING WATER LEVEL LOW VOLTAGE (12V) POOL UNDERWATER LIGHT IN STAINLESS STEEL NICHE. INSTALL AND BOND LIGHT AND NICHE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND JURISDICTIONAL REQUIREMENTS. NOTE: COMPONENTS AND MATERIALS SHALL BE TESTED AND APPROVED USING THE NSF/ANSI STANDARD 50, CIRCULATION SYSTEM COMPONENTS AND RELATED MATERIALS FOR SWIMMING POOLS, SPAS/HOT TUBS, DATED APRIL 2007, WHICH IS INCORPORATED BY REFERENCE. NOTE: MINIMUM 7'-0" CLEAR HEADROOM SHALL BE PROVIDED ABOVE ALL ACCESSIBLE AREAS. EQUIPOTENTIAL BONDING GRID: 1. EQUIPOTENTIAL BONDING IN ACCORDANCE WITH NEC 680.26 SHALL BE PROVIDED. 2. THE PERIMETER SURFACE TO BE BONDED SHALL BE CONSIDERED TO EXTEND FOR 1 M (3 FT) HORIZONTALLY BEYOND THE INSIDE WALLS OF THE POOL AND SHALL INCLUDE UNPAVED SURFACES AND OTHER TYPES OF PAVING. 3. BONDING FOR PERIMETER SURFACES SHALL BE PROVIDED AS SPECIFIED IN 680.26(B)(2)(A) OR 680.26(B)(2)(B), AND ATTACHED TO THE POOL REINFORCING STEEL OR COPPER CONDUCTOR GRID AT A MINIMUM OF FOUR (4) POINTS UNIFORMLY SPACED AROUND THE PERIMETER OF THE POOL. FOR NON-CONDUCTIVE POOL SHELLS, BONDING AT FOUR POINTS SHALL NOT BE REQUIRED. 4. STRUCTURAL REINFORCING STEEL STRUCTURAL REINFORCING STEEL SHALL BE BONDED IN ACCORDANCE WITH 680.26(B)(1)(A). 5. ALTERNATE MEANS. WHERE STRUCTURAL REINFORCING STEEL IS NOT AVAILABLE COPPER CONDUCTORS SHALL BE UTILIZED WHERE THE FOLLOWING CONDITIONS ARE MET- A. MATERIALS AND CONNECTIONS. BONDING SHALL BE BY MEANS OF AT LEAST ONE MINIMUM 8 AWG BARE SOLID COPPER CONDUCTOR. THE CONDUCTORS SHALL FOLLOW THE CONTOUR OF THE PERIMETER SURFACE. B. APPROVED SPLICES SHALL BE PERMITTED. IF ONLY A SINGLE CONDUCTOR IS PROVIDED, IT SHALL BE 450 TO 600 MM (18 TO 24 INCHES) FROM THE INSIDE WALL OF THE POOL. C. SECURING. PERIMETER SURFACE EQUIPOTENTIAL BONDING CONDUCTORS SHALL BE SECURED WITHIN OR UNDER THE PERIMETER SURFACE. AN EQUIPOTENTIAL BONDING CONDUCTOR UNDER THE PERIMETER SURFACE SHALL BE CONSIDERED SECURED WHEN INSTALLED 100 TO 150 MM (4 TO 6 INCHES) BELOW THE SUBGRADE. NOTES: 1) ALL ELECTRIC SHALL COMPLY WITH FBC-B CH. 27 (2020) AND NEC (2017) 2) ALL ELECTRIC WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN COMPLIANCE WITH FBC 2017. 3) LICENSED ELECTRICAL CONTRACTOR SHALL CONFIRM ALL ELECTRICAL REQUIREMENTS PRIOR TO STARTING WORK. 4) LICENSED ELECTRICAL CONTRACTOR SHALL CHECK AND VERIFY FURNISHED EQUIPMENT AGAINST SPECIFIED OR INTENDED ITEMS AND REVISE BRANCH CIRCUITS AS REQUIRED WITH PRIOR APPROVAL OF ENGINEER. 5) LICENSED ELECTRICAL CONTRACTOR SHALL VERIFY ALL EQUIPMENT FOR PROPER VOLTAGE, PHASE, AND CURRENT BEFORE CONNECTION TO CIRCUITS. 6) ALL EQUIPMENT SHALL BE PROVIDED WITH GFCI PROTECTION PER NEC 680. 7) ALL EQUIPMENT SHALL BE U.L. APPROVED. 8) CIRCUITS SHOWN ON PLANS ARE TO DETERMINE LOAD DATA AND PANEL SIZE ONLY. THE LICENSED ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS TO SUIT JOB CONDITIONS. ANY DEVIATIONS FROM THE APPROVED PLANS SHALL GENERATE A REVISION AND REVISED PLANS SHALL BE PRESENTED FOR REGULATORY REVIEW AND APPROVAL PRIOR TO FINAL INSPECTION. 9) ALL ELECTRICAL EQUIPMENT AND WIRING SHALL BE RATED FOR MIN. 75-C CONTINUOUS DUTY. 10) DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK MAKE, QUICK BREAK, WITH ENCLOSURES AS REQUIRED BY EXPOSURE. 11) UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER THHN/THWN-2. ALL CONDUCTORS #10 AND SMALLER MAY BE SOLID. ALL CONDUCTORS #8 AND LARGER SHALL BE STRANDED. 12) THE ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED IN ART. 250, NEC. 13) ALL BONDING SHALL CONFORM TO NEC 680. 14) OUTLETS SUPPLYING PUMP MOTORS CONNECTED TO SINGLE-PHASE 120-VOLT THROUGH 240-VOLT BRANCH CIRCUITS, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, AND OUTLETS SUPPLYING OTHER ELECTRICAL EQUIPMENT AND UNDERWATER LUMINAIRES OPERATING AT VOLTAGES GREATER THAN THE LOW VOLTAGE CONTACT LIMIT, CONNECTED TO SINGLE-PHASE, 120 VOLT THROUGH 240 VOLT BRANCH CIRCUITS, RATED 15 OR 20 AMPERES, WHETHER BY RECEPTACLE OR BY DIRECT CONNECTION, SHALL BE PROVIDED WITH GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR PERSONNEL 15) ELECTRICAL EQUIPMENT WIRING AND INSTALLATION, INCLUDING THE BONDING AND GROUNDING OF POOL COMPONENTS SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE, BUILDING. AND 2017 NATIONAL ELECTRICAL CODE (NEC), NFPA 70, INCLUDING NEC CHAPTER 680. 16) NEC 430.32 CONTINUOUS -DUTY MOTORS SUCH AS POOL PUMP MOTORS SHALL HAVE OVERLOAD PROTECTION. 17) NO ELECTRIC OVER 12V SHALL BE PERMITTED WITHIN 5' OF POOL WATER. 18) ALL ELECTRIC LESS THAN 10' FROM POOL WATER SHALL BE GFCI PROTECTED. MIN. 1'-6" TO TOP OF LENSE, TYP. JUNCTION BOX. LOCATE IN ACCORDANCE WITH THE NEC. DO NOT LOCATE LESS THAN 4' FROM WATER'S EDGE PER NEC. 5'-0" MIN. 4'-0" MIN. 8" MIN. F ABOVE MAX. WATER LEVEL OUTSIDE OF DECK BOND LIGHT AND NICHE CONTINUE REINFORCED CONCRETE RIGID PVC CONDUIT BEHIND LIGHT TO COMPLY W/ NEC 680.23 (B)(2) NICHE (SEE ELECTRICAL DRAWINGS BY OTHERS) NOTE: ALL ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS ONLY. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE W/ ARTICLE 680 N.E.C. AND ALL JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR MEETING THESE CRITERIA. UNDERWATER LIGHT DETAIL SCALE: N.T.S. HANDRAIL OR LADDER TIGHTENING SCREW FrLUG SCREW AND GROUND / fWIRE ESCUTCHEON PLATE LOW VOLTAGE TRANSFORMER IN WEATHERPROOF ENCLOSURE CONNECT BOND WIRE TO DECK POOL REINFORCING W/ BY AN APPROVED BONDING OTHERS CLAMP BRASS ANCHOR SOCKET REFER TO MANUFACTURER FOR REQUIREMENTS ANCHOR IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS USING " NON -SHRINK GROUT AND WATERPROOFING REFER TO MANUFACTURER FOR REQUIREMENTS ANCHOR DETAIL SCALE: N.T.S. ALL ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED CONTRACTORS ONLY. ALL WORK SHALL BE PERFORMED IN STRICT COMPLIANCE W/ ARTICLE 680 N.E.C. AND ALL JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE FOR MEETING THESE CRITERIA. WP TRANSFORMER BOX WP JUNCTION BOX OR WP GUTTER REFER TO AREA PLAN J-BOX/TRANSFORMER LOCATIONS TO GFCI, CIRCUIT BREAKER, TIMER, AND PANEL (BY OTHERS - SEE ELECTRICAL DRAWINGS FOR CONTINUATION) STAINLESS STEEL UNISTRUT FRAME • • ALL ELECTRICAL WORK SHALL BE J-BOX SHALL PERFORMED BY LICENSED COMPLY W/ CONTRACTORS ONLY. NEC 680.24 • DECK LEVEL, ALL WORK SHALL BE PERFORMED MAX. WATER LEVEL IN STRICT COMPLIANCE W/ ARTICLE OR BFE+1' I I I MIN. 680 N.E.C. AND ALL (WHICHEVER IS GREATER) I I I 8» JURISDICTIONAL REQUIREMENTS. THE CONTRACTOR IS RESPONSIBLE I I FOR MEETING THESE CRITERIA. z -I w� 0 � Q�z Z 0 O U 0 I-U U ry ��0 o Lit c-) O as 0- Z - -'N LLJ C4 Cd � � N 00 � N 0 NM M O L� 0 � 1 � OQ F� V 00 Ld Wcr Mo w z �00 N 00 �n�N� I00 o-Juj Gw cV w 0 CC) Go COX Li rya v X�- 0wQ Noou.J a I W PROJECT NO. 22CO93 aR o �6� zw z ; 0WL)u- Qp� lox<* zQQ rz 2 0 Oww a�=o 0 V) G: � caw 6 mom W 0I�iQU �Q> z_oLL1a ow o iE z 0 z 0 _ U Q . (OjWw- 0wwz w�� oo� �? k�,ao N<owo- n z0�J' �NwFSw 0.0cnw David Digitally signed by David Faerman, RE �,,,1��11�1►�,,,, 1•FAER,yq%, Faer m Date: ��,•�Pv�p ,..•` o e7o*�N G E N SF....y 2023.01.13 �� G * :J No. 47646 an, RE 16:27:05-051001 STATE OF 4NALE��:�`��. 111nn11%10 01 /13/2023 DAVID I FAERMAN, P.E. FL LICENSE NO. 47646 �4, III 4� CONCRETE TO ANCHOR POSTS . ,• ; •, � III .',• :., . RIGID CONDUIT FROM POOL LIGHTS •' 7. ' I I I •' ' :� -------------�/ J-BOX/TX MOUNTING SCALE: N. T. S. PERMIT SET SHEET 11 OF 11 LOCATION MAP 4' OR 6' DECORATIVE N W QaD N m Q� Lawrenceville, Georgia 30043 mu M Phone: 770-491-7550 v 2 v y 2 - -7717 F-- ---� I 24.6' ---- - - - - - - - - - - - - - - d An FOOT TYPE-F CURB (TYP.) 1. DEVELOPER NORTH AMERICAN DEVELOPMENT GROUP 400 Clematis Street, Suite 201 West Palm Beach, Florida 33401 Phone: 561-578-8700 2. CIVIL ENGINEER HAINES, GIPSON & ASSOCIATES, INC. 1550 North Brown Road, Suite 100 N 1 1 1 EXISTING STORAGE FACT I I I I I �0 1 1 4' OR 6' DECORATIVE LU L) (1-Story 3 400 SF) 9I.iAx9I1► SEAL ```�711I n l l u+illrr��' -O' S T OF 4-Sto , 52 Units N �� • �t .. R I � FOOT TYP;-.F I `;;'lo ' 37lc ►y m ---00 I O •��\\�� CURB (T) N Spdnkered,NFPA 13RSys. - �Q N I I EXISTING STORAGEFACIUTY I i,,,[[I/NALj1,\�� I te4,412sf, Max. Ht 600' I (1-Story, 8,800 SF) 9 FENCING, TYP.) ALIVE BLOCK WALL I I ---------------------- 17 I v ❑�-------------------- DOUBLE ACCESS I I ® I --------- -------------------I GATE (SEE ARCH. ® - - - PLANS FOR SPECS) I I I R2O01 END ASPHALT ® v I , I �••I CONNECTOR ROAD 1 C/G FOR FUTURE 24.7 _ I o CONNECTKIN I N i0 - - - - - - - - - - C W CQ CONK. PAD FOR ESS , 7 6' CONC FOOT TYPE-F 4' OR 6' DECORATIVE - - - - - - - - U C+1 WATER METERS/B.F.P. DOG PARK SIDEWALK (TYP.) 250.44' N00TO 10' E I I R20' 20 4' �20' 16 CURB (TYP.) FENCING (TYP.) w / %------- �` sIDEwAtx CONC. P j 0 '00' .2 , 58. 5' a yp 25.0' I Q r- - - - - - - - - - - - - - - - - - - - - - :�� GENERAL NOTES: 1. OWNER/DEVELOPER: SF ZEPHYR COMMONS OUTPRCELS, LP 400 CLEMATIS STREET, SUITE 201 WEST PALM, FLORIDA 33401 2. SITE IS LOCATED NORTHEAST OF GALL BOULEVARD & PRETTY POND ROAD, PARCEL ID #35-25-21-0010-00700-0000, PASCO COUNTY, CITY OF ZEPHYRHILLS, FLORIDA, AND CONSISTS OF ±12.51 ACRES. 3. PER ZONING ORDINANCE #1411-21, SITE IS ZONED R4, RESIDENTIAL. 4. PROPOSED USE IS MULTIFAMILY RESIDENTIAL. 5. A PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA, ZONE AE, PER LO.M.R. CASE NO. 20-05-6053P. FOR ADDITIONAL INFORMATION, PLEASE REFER TO THE "FLOODPLAIN COMPENSATION" NOTE, LOCATED ON SHEET C-3.0. 6. IN CONCENTRATED FLOW AREAS, ALL SLOPES STEEPER THAN 3:1 AND WITHIN A HEIGHT TEN (10) FEET OR GREATER, AND CUTS AND FILLS WITHIN STREAM BUFFERS, SHALL BE STABILIZED WITH THE APPROPRIATE EROSION CONTROL MATTING OR BLANKET. ALL GRADED SLOPES ON INDIVIDUAL PROJECTS SHALL BE NO STEEPER THAN 3:1 OR THE APPROPRIATE RETAINING STRUCTURE SHALL BE DESIGNED TO REINFORCE OR RETAIN THE RESULTING EMBANKMENT. -- R I 1 FENCING (TYP.) Z ' I I N go 46' R5' 10 I I 1 ( ) N I 1 ¢ z I I- MOT TYPE FO-F W $ I 5' 10 CURB (TYP.) ^ 1 L o I W Z tn� (44 m 2 6' C. ANDICAP hidI Z `• O .. SIDEWALK (TYP.) RAMP (CR-C) N 6' CONC. a) 4' OR 8' DECORATIVE r -r SIDEWALK (TYP.) COL Ln FENCING (TYP.) HANDICAP PARKING �--E 1y to 16.4 0' 24' 1 20' SIGN (TYP,) � BUILDING #4 II II ao o 1 • �` om- 'Emil • ICI,_ I . Y>-' 1'•�-lia 4' OR 5' DECORATIVE pp5 I I I I V L�•I W FENCING (TYP.) N C4 �l , 10 I I O h I -R15 : 6' CONC 12' S' 12' SIDEWALK - N 4\ ILC - m, g VW' W 0 NN ( R259 R15 R5 (TYP.) RRR25' U pl JJR O ILNO 10 1-0 ---- - �N LU I o Lu MOT TYPE-F . . " .-44 W CURB (TYP.) I 20 24 1 20 12 20 24 -20 I I �? c� I HANDICAP PARKING HANDICAP - T� _ i rsr I- I W W I 1 I ., TT=t Tr . 7r s 20'........ 24' 20' 51.8' 1 1 4 SIGN (TYPLT.), r RAMP (CU ri e7 a rl 1 i _ ,, + � � FOOT TYPE-F �+ I j �S p 1 1 CURB (TYP.) � l ��' , 0' CONC. I C "--------- _ s� a BUILDING #3 SIDEWALK (TYP.) y - - - -� - - -� I 4 52 UnMs r pIL_ .�' %'.:' rn I I CN o Si ' 46' � o I ( I 7 °i Spnnme/ed, NFPA 13R Sys. HANDRAILS 11. 1.j 4' oR BD IcoRATIVE 1 6 a C t84,412 A Max. fit: W'-V' (TYP.) POgl. \ 9 I I a O _I MOT _ o I FENCING (TYP.) I ` 6' CONC. , .: \ CURB O sIDEwALK (TYP.) I 4' OR 6' DECORATIVEl0000 NEW HANDICAP I - . < r 8' CONC. ( ) I 1 25 1CING (TYP.) O RAMP (CIz-A) I 6 _ :... ® ® -s ® SIDEWALK HANDICAPSIGN (TKYIPN) \ I ' W O - FEN 6' CROSSWALK HANDICAP I �L 1' I CY RAMP (CR-C) I I 11 6' CONC �..:. s N 0 o BUILDING #5 I I N sIDEWALK _ 44by,, 52 UnYs I1`I + - Spdnktered, NFPA 13R Sys I I 1 4' OR 6' DECORATIVE j"j t64,412 sf, Max. Hk 80-0' 04 �1 x NEW HANDICAP I 10 I FENCING (TYP.) RAMP (CR-F) I 8 KEYPAD (SEE SINGLE GATE W/I L J ARCH. PLANS) / O SINGLE GATE W/ f :;' " "CLUBHOUSE LEASIN O KEYPAD (SEE I - , I CENTER, MAIL 8 to id I 0'0 '1 „ 140.22 W O ARCH. PLANTn S) y +•I. JIMN ± 12.508 Acres I PACKAGE --- _ FOOT TYPE-F I CT 1-t,9SpMax4 HtPA 13 � CURB (TYP.) I v HANDICAP PARKING owif,20' 24' 20' I N00.00'10'E p" I NEW 5' CONK I I SIGN (TYP.) 6' CONC. 35.78' Z SIDEWALK (TYP.) I � And Q SIDEWALK (TYP.) 6' CONC.-',1 , ' SINGLE GATE W/ I I a LC BUILDING #2 - SIDEWALK (TIP.) HANDICAP KEYPAD SEE I .. 4-Story, 48 Un(ts RAMP (CR-A) ARCH. PLUS) ISpdnMered, NFPA 13R Sys. SINGLE GATE W/ Bi Tn KEYPAD (SEE HANDICAP PARKING t55,920 sf, Max. Flt 60'-0' AR PLANS) CH. LA rc Go CONIC. HANDICAP � rIP1717M 'tpV SIDEWALK (TYP.) RAMP CR-A 1 g 10 ( ) 9 9 6 C�. (15 g O ALIVE 44 8' CONK (TYP.) R5' 4 -FENCING (TYP.); HANDICAP $ I'� I 4' oR e' DECORATIVE ��++ RAMP (CR-E) 24' 20' N 16' I� a SIDEWALK :.1 ) Ci a i7 ECG O 10R25 a 00 0 � R5 m rn i BUILDING #1 g R20 __ I 4- by, 48 Unds m p' e 8 20 CN N I C 20 24 20 SpdNNered, NFPA 13R Sys. ( ) VIII' N 1� n ' 155,920 sf, Mac Ht.• 60101 ✓ 20 -R20'- C (,,� HANDICAP ..r 6' coNc R5 r _ Ir ' SIDEWALK (TYP.) ,. ' R ' R25' ' { RAMP (CR-A) R20 N \ 6,1 20 24 20 6' CONC I �' �. � R200' DOUBLE ACCESS � I SIDEWALK (TYP.) _r --Z-0 OR 6'R34 R9 �- IGATE (SEE ARCH. __'DECORATIVE , I PLANS FOR SPECS) FENCING (TYP.) R35 R34' R76' 6. HANDICAP U.I R ITITI24' C SIGN (TYP.) I� 5 " . . - _- 5 5 •) R `` R2 iR15 `, R5 1 1"coq s.\\R34' r/ 12HAANDI (�(.�t-E)'6 - R15, R20' 4 N 8 9' 10 - g. • -1 \ R9 R34 50 8 R20 HANDICAP I _ HANDICAP ) _ DOUBLE ACCESS t�7s. RAMP (CR E) I a1 GATE ( SEE ARCH. t N I N RAMP (CR-E) N Q° R15 Know what's below. Call before you dig. DIE MIROI a: AIL UAUIES (MOTE OR IBO� go" BNIINI OY THERE DRAWINGS ARE APPR OOYATE A WERE OBTAINED FROM E■1M1110141 AT TIE St1E AI■ FR4N I E U1RRY O■ERL HARES, RPS■1 A AS = RN:i DOES OUAAAKRE TINT LOCAI IMS 8110■I ARE EXACT. IT ■DLL E 1>E RE•lOIRM11Y OF LNE OM THE R�BRY OR a AWIT AIA" 1NE OBI■AC= A KIERMI E MCI` LOCATIONS OF DMIN0 UIRLIM (ABOVE OR BELOW � & TO NOTIFY UTILITY DINERS EF•ORE EGNIMMO ANY WION. CAUTION -NOTE TO CONTRACTOR THE CONTRACTOR O SPECIFICALLY CAUTIONED THAT THE LOCATION AID ELEVATION OF EXISTING UTIUIF3 AS SHOWN THESE PLANS IS BASED ON RECORDS OF THE VMIOUS UTILITY COMPANIES AND. WHERE POe Z MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION ■ NOT TO I E RELED ON AS BEING ETIACT OR COMPLEX FL. LAW REQUFAS THE CONTRACTOR TO CALL TEE: UTILITY PROTECTION CENTER AT LEAST 77 HOURS BMW ANY WAVATKON TO REDDEST EXACT FE1D LOCATION OF U71UTEL IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COODNATE THE RELOCATION OF ALL THE UTILITIES WHICH CONFLICT WITH THE PROPOSED RAPRONEAENTS SHOWN ON THE PLANS FOOT TYPE-F PLANS FOR SPECS) I L R65' 1 I , CURB (TYP.) .- _. 9 . - _. _. _.._ 9 _ 24 -_20 $ 10 8 ( 10 10 ( ) 7 I R35' 1 1 N N N 1 1 20 10 20 I I R5 4' OR 6' DECORATIVE I L - - - 20' er/lLann; -pC - I I -- -- R18 j I L - - -7-1 •• - - FENCING (TYP.) ` - - f3' LANDSCAPE SETBACK \ m / SOOM 10 f5' L�INI - - CK - -1 + - - - [.4�SCAPE SE78A - - - I 1 1.36' J J MOT TYPE-F 4' OR 6' DECORATIVE CURB (TYP.) SO0'00'10"W 186.51' . S00'00'10"W 148.08' FOOT TYPE-F R25 1VR5 R25 (p FENCING (TYP.) -' NEW HANDICAP CURB (TYP) NEW LIGHT DUTY ASPHALT /� R- 8.00' L=43.00'---I - - RAMP (CU-A) R40' �� N2 39'31"W CL=41.57' V OR 6' DECORATIVE 1 \ 4' OR 8' DECORATIVE DIRECTION PAVING (MATCH FLUSH R4O • FENCING (TYP.) FOOT TYPE-F \ FENCING (TYP.) W/ DL PAVING; TYP.) R=48.00' L=42.87' � ARROW (TYP.) � CURB (TYP.) I I N25.35'57"E CL=41.48' ,�'�• ' \ ' \ NEW HANDICAP F_ D_ D_ T_ DRAINAGE NOTE ,.y� As,, \ ` RAMP (cR-D) i �� s Y � 3' 4• DOUBLE YELLOW I I \ B #Wm S mias.- i v I I STRIPING (TYP.) 6' 15 LUV051CAAE \ NO CONNECTION(S) OR MODIFICATIONS TO F.D.O.T. \ z SETBACK --DIRECTION ARROW (TYP.) DRAINAGE SYSTEMS AND/OR WITHIN F.D.O.T. I CONTROLLED RIGHT-OF-WAY OR EASEMENTS SHALL 4" DOUBLE YELLOW � ` � j � / I + � \r ^ T ^'"' rASEMENT °B" BE MADE AND STORMWATER FLOWS THROUGH THE I STRIPING (TV.) ^ it -•R181 - SUBJECT SHALL NOT BE IMPEDED UNTIL AN F.D.O.T. NEW LIGHT DUTY ASPHALT ;0 0 DRAINAGE PERMIT HAS BEEN ISSUED. PAYING (MATCH NVI LUSH i �n Zn CONSTRUCTION NOTES 1. ALL CURB RADII TO BE 4 FEET AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE MEASURED TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE CONSTRUCTED ACCORDING TO FDOT STANDARD PLANS INDEX 522-002 OR A.Q.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. 4. RETAINING WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT STANDARD PLANS INDEX 400-011 (GRAVITY WALL) Q$. AN ALTERNATIVE DESIGN BY A LICENSED STRUCTURAL ENGINEER. R=172.98' 'L-43.53' 6, CROSSWALK N1'09'28E CL=43.42' SITE DATA CHART Development Tract Building Typ e No. of Stories Area No. of Unit" Required Parking Provided Parking Handicap Parking Total Tract Areas sq.ft. TMaI Ratio Total Ratio Required Provided (acre) "An hfidlilamilr Re.,idenlul Clubhouse 1 8,060 483 No. 1 II 4 - 48 No.2 II 4 1 48 No.3 1 4 52 No.4 1 4 52 No. 5 I 4 52 TRACT TOTAL 8,060 252 441 L75Space/L'nN 482 /.9/S Spaces 9 /3 /2.508 1TLINE) 4' OR 6' DECORATIVE FENCING (TYP.) 3 HANDICAP PARKINC O SIGN (TYP.) Ln rn rn 00 z I I FOOT TYPE-F CURB (TYP.) LEGEND EXISTING EDGE OF PAVEMENT - - - - - - - - - DaSTING CURB & GUTTER = = - o = = o = = EXISTING BUILDING - - - - - - - - - PROPOSED CONCRETE CURB & GUTTER PROPOSED BUILDING PROPOSED RETAINING WALL PROPERTY LINES - PROPOSED COMPACTOR BUILDING PROPOSED PAINTED CROSSWALK PROPOSED SIGNAGE �_ H-CAP R1-1 R1-2 R3-11 SK,YN PROPOSED SIGNAGE SYMBOLSTYPE v PROPOSED HANDICAP RAMPS "A7 TYPE *8* TYPE ICI PROPOSED CONCRETE SIDEWALKS PROPOSED HEAVY DUTY CONCRETE ,.. . PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT �S'11 �' YLA1V GRAPHIC SCALE 40' 0 40' 80, 160, (IN FEET) 1 inch = 40 ft. A z U O g ti U H O m O z DRAWN BY TLF CHECKED BY RCL DATE 06/29/2020 SHEET TITLE STM PLAN SHEET NUMBER C-1 ■ 0