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7660 Emerson Hill Cir
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7660 Emerson Hill Cir
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Last modified
2/24/2025 10:37:40 AM
Creation date
2/18/2025 4:39:44 PM
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Building Plans
Street #
7660
Location
Emerson Hill Cir
Contractor
Aquatic Consulting Engineers Inc
Building Plans - Permit #
5962
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_L- 1-- <br />STAIR NOTES: <br />1. STAIRS SHALL HAVE A MINIMUM TREAD <br />WIDTH OF 10'(254 MM) AND A MAXIMUM <br />WIDTH OF 48"(1219 MM) FOR A MINIMUM <br />TREAD LENGTH OF 24'(610 MM) AND A <br />MAXIMUM RISER HEIGHT OF 10"(254 MM). <br />2. TREADS AND RISERS BETWEEN THE TOP AND <br />BOTTOM TREADS SHALL BE UNIFORM TO <br />WITHIN j" (12.7 MM) IN WIDTH AND HEIGHT. <br />THE RISER HEIGHTS SHALL BE MEASURED AT <br />THE MARKED STEP EDGES AND THE <br />DIFFERENCES IN ELEVATION SHALL BE <br />CONSIDERED THE RISER HEIGHTS. <br />3. THE FRONT J' TO 2" (19.1 TO 51 MM) OF <br />THE TREAD AND THE TOP 2"(51 MM) OF <br />THE RISER SHALL BE TILE, DARK IN COLOR, <br />CONTRASTING WITH THE INTERIOR OF THE <br />POOL. TILE SHALL BE SUP RESISTANT. <br />BULLNOSE TILE THAT IS SUP RESISTANT <br />MAY BE USED WHEN THE J" (19 MM) <br />SEGMENT IS PLACED ON THE TREAD OR <br />HORIZONTAL SURFACE AND THE 2" (51 MM) <br />SEGMENT IS PLACED ON THE RISER OR <br />VERTICAL SURFACE. <br />4. HORIZONTAL TILE USED IN LESS THAN 5' <br />(1524 MM) OF WATER MUST BE SUP <br />RESISTANT. (FBC DEFINITIONS: 'SLIP <br />RESISTANT"MEANS HAVING A TEXTURED <br />SURFACE WHICH IS NOT CONDUCIVE TO <br />SLIPPING UNDER CONTACT OF BARE FEET <br />UNLIKE GLAZED TILE OR MASONRY TERRAZZO <br />AND NONTEXTURED PLASTIC MATERIALS. <br />MANUFACTURED SURFACE PRODUCTS SHALL <br />BE DESIGNATED BY THE MANUFACTURER AS <br />SUITABLE FOR WALKING SURFACES IN WET <br />AREAS.). <br />HANDRAILS SHALL EXTEND BETWEEN 28" AND 40' <br />(711 MM AND 965 MM) ABOVE EACH STEP EDGE <br />AND THE DECK AND SHALL BE SECURELY ANCHORED <br />IN THE BOTTOM STEP AND DECK IN ACCORDANCE <br />WITH MANUFACTURER INSTRUCTIONS. <br />28" MIN. <br />TO <br />40" MAX. <br />GUTTER <br />(SEE DETAIL) <br />CLEAN, GRANULAR <br />SUBGRADE COMPACTED <br />TO 95% MOD. PROCTOR AND <br />MIN. 2,000 PSF <br />ALLOWABLE BEARING CAPACITY <br />MAINTAIN CONSTANT MAXIMUM <br />1:10.00 SLOPE TO MAIN DRAIN <br />ZERO DEPTH ENTRY POOLS SHALL HAVE <br />A CONTINUOUS FLOOR SLOPE FROM THE <br />WATER EDGE TO 3 FEET (914 MM) OF <br />WATER DEPTH AT WHICH POINT THE <br />SLOPE CAN TRANSITION TO ANOTHER, <br />LESS STEEP CONTINUOUS SLOPE. <br />FLOATING SAFETY ROPES AND SLOPE <br />TRANSITION MARKINGS ARE NOT REQUIRED <br />AT THIS TRANSITION POINT. <br />1.25" TO 1.90" O.D. <br />CUSTOM 3—BEND <br />STAINLESS STEEL HANDRAIL <br />(VERIFY DIMENSIONS IN FIELD <br />BEFORE ORDERING) <br />VARIES <br />(SEE PAGE <br />3 LAYOUT <br />NN <br />DARK COLORED TILE CONTRASTING <br />WITH INTERIOR COLOR OF THE POOL MIN. 2" <br />IN WIDTH ON THE TREAD & RISER FOR FULL <br />LENGTH OF STEPS. TILE SHALL BE SUP <br />RESISTANT IF USED ON TREAD. (WHEN USING <br />BULLNOSE TILE INSTALL J" TILE ON TREAD AND <br />2" ON RISER). BULLNOSE TILE TO BE SLIP <br />RESISTANT <br />APPROVED <br />12" --j 8.5 39_6" FINISH <br />SUP RESISTANT <br />12 8 5" FINISH ON 8LL <br />r HORIZONTAL SURFACES <br />STAIR DETAIL <br />SCALE: N.T.S. <br />PLASTIC GRATE <br />SLOPE 1 /4" TOWARD POOL <br />POOL COPIN ZERO ENTRY GRATE SHALL BE 12 <br />INCHES WIDE, SLIP RESISTANT, AND <br />CONSTRUCTED FOR INTENDED PURPOSE <br />OF SUBMERSION IN WATER AND <br />GLAZED EXPOSURE TO UV SUNLIGHT. <br />WATERLINE <br />TILE <br />SLIP RESISTANT TILE <br />4" OF 6" TILE ABOVE WATERLINE <br />12" <br />9. <br />G Q <br />d d : d ; <br />Q Q <br />POOL FINISH MATERIAL d Q <br />Q <br />d, I G ; Q <br />/A. <br />(5) #4 CONT. <br />if(-- oome-7: <br />SEE STRUCTURAL <br />DETAILS & NOTES <br />FOR REINFORCEMENT <br />SCHEDULE <br />SLIP RESISTANT TILE <br />GLAZED TILE <br />WHEN THE SUN SHELF DOES NOT USE <br />STAIRS AS A TRANSITION, DEPTH <br />MARKERS OF THE ADJACENT POOL <br />DEPTH AT THE SUN SHELF EDGE AND <br />NO DIVING' MARKERS SHALL BE <br />PLACED ON THE SUN SHELF FLOOR, <br />EVERY 10' (3048 MM) OR LESS, ALONG <br />A LINE NO MORE THAN 1' (305 MM) <br />BACK FROM THE EDGE OF THE SUN <br />SHELF ABOVE THE DEEPER POOL. <br />A SUN SHELF MUST HAVE A DARK <br />CONTRASTING SLIP -RESISTANT TILE <br />MARKING AT THE EDGE OF THE SHELF <br />AND THE POOL WALL EXTENDING 4" <br />(102 MM) FROM THE HORIZONTAL <br />SHELF EDGE SURFACE. <br />ADDITIONALLY, A 2' (51 MM) <br />CONTRASTING TILE LINE IS REQUIRED <br />ON THE VERTICAL POOL WALL AT THE <br />HANDRAILS SHALL EXTEND BETWEEN 28" AND 40' <br />(711 MM AND 965 MM) ABOVE THE SUN SHELF AND <br />THE DECK AND SHALL BE SECURELY ANCHORED IN - <br />THE SUN SHELF AND DECK IN ACCORDANCE WITH <br />MANUFACTURER INSTRUCTIONS. <br />IN AREAS OF SUN SHELF, INSTALL <br />DARK CONTRASTING PERMANENT <br />FOUR INCH HIGH DEPTH MARKERS <br />AND "NO -DIVING" MARKINGS ON TOP <br />OF POOL DECK WITHIN 2'-0" OF <br />WATERS EDGE AROUND POOL AT <br />LOCATIONS SHOWN WITH A MAXIMUM <br />DISTANCE OF 20 FEET BETWEEN <br />MARKINGS. MARKINGS TO BE <br />RECESSED FLUSH WITH SURROUNDING <br />DECK. <br />EDGE OF THE SHELF. APPROVED SLIP RESISTANT OPERATING <br />FINISH FINISH ON ALL WATER LEVEL <br />HORIZONTAL SURFACES <br />._.......... ......... .... ........: <br />71t <br />. 7.n.y <br />9'-5" MAX. <br />NOTE: 7. <br />DO NOT EXCEED <br />3'-6" 4'-0" MAX. WATER <br />DEPTH WITHIN <br />3'-0" OF SUN SHELF SEE STRUCTURAL <br />EDGE DETAILS & NOTES <br />FOR REINFORCEMENT <br />SCHEDULE <br />CLEAN, GRANULAR <br />SUBGRADE COMPACTED <br />TO 95% MOD. PROCTOR AND <br />MIN. 2,000 PSF <br />ALLOWABLE BEARING CAPACITY <br />SUN SHELF DETAIL <br />SCALE: N.T.S. <br />T MAX. <br />POOL COPING DIMINISHES INTO DEC <br />GLAZED TILE DIMINISHES INTO DECK <br />POOL DECK MATERIAL <br />1.25" TO 1.90" O.D. <br />CUSTOM 3-BEND <br />STAINLESS STEEL HANDRAIL <br />(VERIFY DIMENSIONS IN FIELD <br />BEFORE ORDERING) <br />Q • •- 4 - u <br />d . • 10d d . A.*'- 44. de' LI d ''1! Q a' d Yl' - <br />Q Q SLOPE DECK TOWARDS POOL FOR <br />�, d MAX. OF 7' (1: 12 MAX. SLOPE) <br />d A. Q <br />#4 HOOKS ® 12" O.C. <br />EXTEND 24" INTO POOL SECTION <br />GUTTER LINE <br />CONCETE APR <br />THRU ZERO ENTRY <br />NO SCALE <br />MIN. <br />4' <br />CLEAR <br />DECK <br />BEHIND <br />ANCHOR <br />28" MIN. <br />TO <br />40" MAX. <br />WEDGE ANCHOR <br />& ESCUTCHEON <br />(SECURELY ANCHOR IAW <br />MANUFACTURER <br />INSTRUCTIONS) <br />David Digitally signed <br />by David <br />Faerman, Faerman, RE <br />Date: 2023.01.13 <br />RE 16:26:10-05'00' <br />V / <br />z <br />.J <br />wO <br />O <br />F-U <br />m M <br />Q <br />ZOO <br />L <br />z <br />012S <br />UU <br />ry <br />v <br />z <br />j (/j U <br />0�o <br />LLI <br />CDO <br />as <br />>_ <br />=z��N <br />CL <br />LLB <br />V) <br />N <br />rA <br />CIO <br />� � N <br />00 <br />O <br />QO O Q h•�•�1 V <br />< A-+ O 00 <br />cd <br />HMO <br />>- <br />m <br />n <br />LI..I <br />LL <br />W <br />a_ <br />f- <br />w <br />z <br />��o <br />V) <br />o-� W <br />cn N <br />Horn oQ <br />3Qvm <br />W L�i "< <br />t\Q U XW <br />N m 0 <br />a <br />I <br />W <br />PROJECT NO. <br />22CO93 <br />a0 <br />0 <br />z 0 H U <br />arn7W" Q <br />Z W <br />w� <br />w��.' <br /><o} <br />Zaz <br />a.o <br />rhm <br />zz� <br />3 W <br />w <br />8' 0 <br />Q<2Xo6 <br />Ucnm <br />C9w <br />�taiQU <br />chow <br />z-OQ <br />�Q� <br />W d w Z <br />��yyOW <br />O w W <br />FL <br />cnaFo <br />0 0 <br />No <br />wDo <br />O <br />_ <br />Q <br />0°WQN <br />W U <br />�ZNU <br />oWwpo <br />F--< <br />cn <br />Z Z U <br />�cnFuF--w <br />a.0V)w <br />♦��.����� 1tiff l <br />FArrR% <br />♦♦♦ • ........_- <br />* No. 47646 <br />or.-p STATE OF qz. <br />%SS/ON�At��,•��'', <br />01 /13/2023 <br />DAVID 1 FAERMAN, P.E. <br />FL. LICENSE NO. 47646 <br />PERMIT SET <br />dQ,. DATE I DESCRIPTION <br />SHEET <br />8OF11 <br />
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