HomeMy WebLinkAbout241 Clydesdale Cir 03-990 PoolPERMIT ADDRESS
a �
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
PHONE NUMBER
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTOR
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # nov, 9qd
PERMIT DESCRIPTION
PERMIT VALUATION — 4
SQUARE FOOTAGE
7
�X)
FRIF \h'AY
DESCRIPTION: TRACT F, BAKERS CROSSING PHASE 1,
AS PER PLAT THEREOF RECORDED IN PLAT BOOK
60, PAGES 27 THRU 29, OF THE PUBLIC RECORDS
OF ORANGE COUNTY, FLORIDA.
ARA�o�S
rn
A cuu'Qr
Ln N
O "
N O
o
U
W
w
�N89'35'18"W
W
co
25.00'
N
__j
N
°t
®
o
W
O
�p
N
V)
W
N
o0
Sri
i o
Ln
0
Z
U
�
U
NOT PLATTED
NOTES:
1) BASIS OF BEARING: THE CENTERLINE OF
CLYDESDALE CIRCLE AS BEING NOO'42'26"E.
2) UNDERGROUND UTILITIES NOT LOCATED.
P3 QUVATI �SWWLEO ON SEMINOLE
cu Y .+ r SAt4FORD
Ila
52
S89'35'18"E
0
0
42.0' r
25.3'
105.95'
0
O
—i 38.7'
— 00
OQN
m
O Oil 0
0oo
O��L�
44 9 25.3'
38.4'
A'
\ �A�
w
N
O 00
t\ rl�
N CV
O 00
O
Z
JAMS R. SHANNON JR., P�L.y #4671
NO,j/VAUD WITHOUT THE SIGNATUR ❑ THE ORIGINAL RAISED
SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER
TRACT F
NOT PLATTED
0 0o
d• N
r+' tfj
O N
O
(n
C-1
L=34.28
R=75.00
D=26'11'03"
CB=N13'47'58"E
C=33.98
O
N
W
U) N
Q
zU)
�W
zo
�U)
U U) O
Q 0
� U Y
�o
Do
WM
Y �
Q Q
M J
IZ
N89'35'18"W
74.98' �
TRACT l 25.00' LANDSCAPE BUFFER
SHANNON SURVEYING INC.
499 NORTH S.R. 434, SUITE 2155
ALTAMONTE SPRINGS, FLORIDA, 32714
(407) 774— 8372 LB # 6869
DATE OF SURVEY: DECEMBER 3, 2002
FIELD BY: B.R. SCALE:
FILE NUMBER: BAKERS — TRACT F
2�I I CI yd�-,(� c�,
f3P G3 35
a'
y
SHOWER Tc
FOUNTAIN c
AND HOSE
ATTACHED
20 FEET 0
POOL WET DECK SHALL HAVE A MINIMUM
UNOBSTRUCTED WIDTH OF FOUR FEET
AROUND THE PERIMETER OF THE POOL,
POOL CURB, LADDERS AND HANDRAILS
AND SHALL BE CONSTRUCTED OF CONCRETE
OR OTHER NONABSORBENT MATERIAL
HAVING A SMOOTH SLIP RESISTANT FINISH
AND SMALL BE UNIFORMLY SLOPED AT A
MINIMUM OF TWO PERCENT TO A MAXIMUM
OF FOUR PERCENT AWAY FROM THE POOL
OR TO DECK DRAINS TO PREVENT
STANDING WATER.
IF FENCE IS REQUIRED,
IT WILL BE PROVIDED BY
THE OWNER OR OWNERS
CONTRACTOR
1. DEPTH MARKERS SHALL INDICATE ACTUAL DEPTH WITHIN 3 INCHES
2. THE VERTICAL CLEARANCE ABOVE THEI POOL DECK AND NON -DIVING
POOL WATER SURFACE AREAS IS AT LEAST "I FT.
3. POOL MAKEUP WATER SUPPLY IS FROM AN APPROVED POTABLE WATER
SYSTEM OR MEETS THOSE REQUIREMENTS WITH BACTERIOLOGICAL/
CHEMICAL REPORTS TO COUNTY PUBLIC HEALTH UNIT.
4. FLOOR INLETS ARE DESIGNED AND INSTALLED SUCH THAT THEY DO
NOT PROTRUDE MORE THAN 5/8" ABOVE POOL FLOOR AND DO NOT HAVE
SHARP EDGES OR PROTRUSIONS HAZARDOUS TO BATHERS.
5. THE DEPTH AT THE DEEPEST POINT/MAIN DRAIN GRATE DOES NOT
DEVIATE MORE THAN 3 INCHES FROM SIDE WALL DEPTH INDICATED BY
DEPTH MARKERS AT THAN LOCATION.
6. PROVISIONS IS MADE FOR STORAGE OF CHEMICALS UNDER ROOF
AND PROTECTED FROM ACCESS BY UNAUTHORIZED PERSONS.
RESTROOMS ARE TO BE
LABELED FOR GENDER
BATHROOMS TO
HAVE FLOOR DRAINS
SITE PLAN_
A HOSE BIBB WITH A VACUUM BREAKER SHALL BE
PROVIDED NEAR EACH RESTROOM TO ALLOW FOR
EASE OF CLEANING.
OUTSIDE ACCESS TO FACLITIES SHALL BE PROVIDED
FOR BATHERS AT OUTDOOR POOLS AND IF THEY ARE
NOT VISIBLE FROM ANY PORTION OF THE POOL DECK,
SIGNS SHALL BE POSTED SHOWING DIRECTIONS TO THE
FACILITIES. THESE DIRECTIONS SHALL BE LEGIBLE FROM
ANY PORTION OF THE POOL DECK AND THE LETTERS
SHALL BE A MINIMUM OF ONE INCH HIGH.
SANITARY FACILITY FLOORS SHALL BE CONSTRUCTED
OF CONCRETE OR OTHER NONABSORBENT MATERIALS
AND SHALL HAVE A SMOOTH SLIP RESISTANT FINISH AND
SHALL SLOPE TO FLOOR DRAINS. CARPETS, DUCKBOARDS
AND FOOTBATHS ARE PROHIBITED. THE INTERSECTION
BETWEEN THE FLOOR AND HALLS MUST BE COVED.
V AK-PAK
POOL FILTER
4 TO WASTE
L4"
O--
AIR GAP
IF NIGHT SWIMMING IS TO PERMITTED
A MIN. OF 3 FOOT CANDLES OF
ILLUMINATION 15 REQUIRED AT THE
POOL WATER SURFACE AND THE
POOL DECK SURFACE.
Vf in
D
I
4" HASTE LINE TO COUNTY HEALTH az
W
DEPT. APPROVED HASTE DISPOSAL 7U
BY OTNER/ CONTRACTOR
J
CONTRACTOR TO VERIFY LOCATION I
OF VAK-PAK LOCATION WITH OWNER I
BEFORE INSTALLATION
Final IMP T
DatO _,_,!_,_ .._.
t-IYNOPENBERG AND
ASSOC I ATES, I N0.
PROF,,ESSIONAL ENGINEERS LAND PLANNERS
1-721 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 32111
386-6'i'i-68g1 �
PROVISOS: J
1. Locate a set of depth markers on the deep end wall.
2. Contractor shall note that the ladder placement shown on
sheet 1 is incorrect. Use the placement shown on sheet 2. ��� CROSSING
3. It is noted that the AP 26 filter has only 97.5 ft.' of filter area. �
I
4. Total flow entered on line 10A of the DH 914 form should
be 195 gpm.
5. Equipment list gives incorrect quantities for handrails and
ladders —check plans.
6. NO DIVING markings are required on deck. /
7. Dark contrasting step edges shall be tile.
8. Specified step risers do not work for 3'-6" water depth.
Engineer shall re -calculate.
i a L, k
.STAfE OF FLORIDA
Dept. of Health
--�=-[VEu
A ell,
SEP z0o
U L 2 2E}
Environmental Engineering
ED
FAR i K. !RUCTURAL DESIGN NUT UQR 6-
f1YN�EiERG
10
NDRAIL
N191��
LOCATION OF DEPTH
r-- MARKER TYPICAL
---� NON SKID TILE
I
I
I
I
I
I
m 6" MAIN DRAIN LINE
ml
I G" SKIMMER LINE
�{L ---
4'_ RETURN —
c
z_ I
I
-I _I I I
- I 12"x12" MAIN DRAIN 0 z
cQ n I Q
NI ' N T NI I I
\
(�0 � I I
I
I I I
VACUUM PITTING I
SKIMMER VACUUM FITTING
LIGHT I 2 REQUIRED LADDER I
WALL RETURN SKIMMER
f
I I
NI 0 1J -bJ ONIAIG ON
I
CONTRASTING WALL RETURN
� EDGE f
(FLOOR RETURN
12 REQ'D.
TN '
�I -
'
N CAI
211
--------------------------------------
NI 0 1JONIAIG ON f
NI 0 IJ 9
SKIMMER
N N
it TI
— 2-1/2" 3"
I
I
WALL RETURN
I
O
LADDER
T
LIGHT]
I
it i i
3 FT 6 IN 4 FT 0 IN NO DIVING �' 5 FT 0 IN NO DIVING 6 F 0 IN
II
L--------- -- ----_____-4------------------------------ ----- 4----------------� I
DARK CONTRASTING PERMANENT, FOOL L AN
FOUR INCH HIGH "NO DIVING"
INSTALLED ON TOP ON POOL DECK, SCALE : 1/4"
A 6-INCH WITH A 4-INCH OR LARGER
RED, INTERNATIONAL "NO DIVING"
SYMBOL MAY BE SUBSTITUTED FOR
THE "NO DIVING" MARKINGS.
50'-0"
POOL WATER LEVEL
SCALE : 1/4" = I'-O"
2" VACUUM LINE
2" STATIC LINE
SKIMMER POOL WATER SURFACE AREA DOES NOT EXCEED 800 SQ. FT.
AND DOES NOT EXCEED MAXIMUM WIDTH OF 20 FT. (WHEN MEASURED
PERPENDICULAR TO A TANGENT TO THE WALL).
SKIMMERS MUST HAVE NSF APPROVAL
SKIMMER SYSTEM IS DESIGNED TO CARRY 60% OF POOL TOTAL DESIGN
FLOW RATE WITH EACH SKIMMER CARRYING AT LEAST 30 G.P.M.
SKIMMER SYSTEM DELIVERS FLOW TO FILTER TANK ON VACUUM FILTER
SYSTEM.
SKIMMERS ARE TO LOCATED TO TAKE ADVANTAGE OF THE PREVAILING
WIND DIRECTION AND TO MINIMIZE INTERFERENCE FROM ADJACENT INLETS
OR SKIMMERS.
SKIMMERS DO NOT PROTRUDE INTO POOL AREA.
POOLS WITH SKIMMERS MUST HAVE HANDHOLDS IN DECK OR CURB CON-
STRUCTION WHICH IS NOT TO BE MORE THAN q INCHES ABOVE MIDPOINT
OF SKIMMER.
DEPTH MARKERS SHALL INDICATE ACTUAL DEPTH WITHIN 3 INCHES.
ALL MARKINGS INSTALLED ON HORIZONTAL SURFACES HAVE A SLIP RESISTANT
FINISH.
THE VERTICAL CLEARANCE ABOVE THE POOL DECK AND NON -DIVING
POOL WATER SURFACE AREAS IS AT LEAST -t FEET.
POOL MAKEUP WATER SUPPLY IS FROM AN APPROVED POTABLE WATER
SYSTEM OR MEETS THOSE REQUIREMENTS WITH BACTERIOLOGICAL/
CHEMICAL REPORTS TO COUNTY PUBLIC HEALTH UNIT.
THE DEPTH AT THE DEEPEST POINT/MAIN DRAIN GRATE DOES NOT DEVIATE
MORE THAN 3" FROM SIDE WALL DEPTH INDICATED BY DEPTH MARKERS AT
THAT LOCATION.
PROVISION IS MADE FOR STORAGE OF CHEMICALS UNDER ROOF AND
PROTECTED f=ROM ACCESS BY UNAUTI-IORIZED PEC?SONS.
SURFACE AREA: 1000 SQ. FT.
PERIMETER: 140 LF
CAPACITY: 35,000 GALLONS
FAR< MYNO f NE3G
AND ASSOCIATES, INC.
PROFESSIONAL ENGINEERS LAND PLANNERS
1`121 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211-1
JUL `
SHEET 2 OF /v
PARKER K. MYNCHENBERG, P.E. 032645
r
U
YZ_
Q
0.
Y
0
O
FZ
IL
Z
w
0
0
�S
Z
0
0
6
0
0
CL
ir
w
w
0
F-
0
z
W
af
0
2.
3.
HAIR/If
PLAN VIEW
ADJUST
LEVEL
NUT
WASTE L
AIR GAP
IDE
TO ---
WASTE
NOTES: rr\viv I vir-vv
ALL TANKS HAVE COVED CORNERS
ALL FILTER TANKS HAVE SLOPE FLOOR TO DRAIN.
ALL PIPING "NSF-PW" APPROVED / ALL ELECTRICAL WIRING IN COMPLIANCE WITH NEC
ELECTRICAL INTERLOCK OF ELECTRICAL FEED EQUIPMENT WITH RECIRCULATION PUMP
HYDRAULIC INTERLOCK OF EROSION FEED EQUIPMENT WITH RECIRCULATION PUMP FLOW
PROPORTIONING VALVES WHERE REQUIRED: 2 1 /2" AND UNDER r-- JANDY DIVERTER
3" AND ABOVE - BY TTERFLY VALVE
VAK
SIDE
ICf1AA17TDIr`
PAK
VIEW
LOCKABLE ACCESS
FINISH
GRADE
I a I a- w1ok,
FINISH
GRADE
HOUSE
VAK PAK FILTER HOUSE
FRONT VIEW
TER
VALVES AND PIPE CONNECTION SIZES
SIZE
A
MAIN DRAIN
6"
B
SKIMMER
6"
D
VACUUM LINE
2"
E
RETURN LINE
4"
G
PUMP TO WASTE
2"
F
FILTER PRECOAT
3"
H
PUMP TO FILTER
2"
I
FRESH WATER FILL (HOSE BIBB W/VAC BKR)
1"
J
FILTER TANK DRAIN
2"
K
RECIRCULATION SUCTION
4"
L
FROM HEATER W/CHECK VALVE
3"
M
TO HEATER
3"
0
TANK OVERFLOW
2"
P
STATIC LINE
2"
R
FLOOR DRAIN
2"
VACUUM D.E. FILTER SYSTEM
VAK PAK MODEL AP26D 70,200 GALLONS IN HRS
195 GPM ® 97.5 GPM FILTER RATE, 195 SQ. FT. TOTAL
0
26 19" ELEMENT 3.75 SQ. FT. EACH FILTER
195
SQ. FT. TOTAL W/1" SPACING BETWEEN GRIDS
2 - STA-•RITE RECIRCULATION PUMP MODEL P4EA6GL
O
1 PHASE 230 VOLTS, 103 GPM 0 50 TDH, 6" STRAINER
0
1 H.P. STA RITE P2RA5EL VACUUM PUMP, 1 PHASE
230 VOLTS 5" STRAINER MODEL
O
BLUE WHITE FLOWMETER, CF30 400 P, 125 TO 500 GPM
O5
1 - VACUUM GAUGES 0# TO 30#, 2" FACE
O
GENERAL INSTRUMENTS THERMOMETER 32' TO 2487, 0' TO 120'
OCL2
8
FEEDER BY VAK PAK , MODEL CL75 16.5 ppD
W/FLOWMETER & FLOW ADJUSTMENT VALVE
2 JACUZZI MODEL 9408-3425
'
11
SEPARATOR TANKS, 80 SQ. FT. EACH
12
ELECTRICAL PANEL WITH SERVICE LIGHT, MINIMAL 30 FT. CANDLES
MINIMUM 60 WATT BULB
13
WATER LEVEL CONTROL (RWLC)
JUL 2 '2 2002
0
1
1
Qo
0
N
n
Q
�
G_ Q
a0
J
Of
z4k
W
0
0
:c CL
3
Cr
Q
O
OU
M
O
L0
J
�
LiJ
I
�_
CO
O
N
1—
N
n
o
BAKERS CROSSING
FILE: AP26D-OO.DWG
'W.. - --
_0
- M, I
QUAN I TY ITEM MANUFACTURE i"iODEL
1
FILTER
VAK FAK
AF261D
2
RECIRCULATION f UMF
STA-RITE
F`4f=AG GL
1
VACUUM F`UMF
STA-BITS
f`2RA5DL
1
FLOW ETER
BLUE-WP I TE
OF-30400F`
1
CHLORINATOR
VAK 1=AK
CL i5
1
TEST KIT
TA1'LOR
2005
2
HANDRAIL
GORMAN
41-188
i
LADDER
SWAN
LFB-24-3B
G
ANOPOR
PA-r'WARD
S1=-3c13
G
ESCUTCHEON
PA~1'WARD
SF-1042
2
LIFE RING
GORMAN
LR-24
2
L I FE NOOK
GORMAN
10138
1
WALL BRUSH
GORMAN
AB-106
2
1=OLf=5
GORMAN
4004
1
LEAF SKIMMf=R
GORMAN
COMMERCIAL
1
VACUUM CLEANER
GORMAN
COMMERCIAL
1
VACUUM NOSE
GORMAN
40 FC
2
UNDERkWATIER L I GNT
PATAZD
S#`-541-50
2
L I GPT NICHE
PATWARD
Sf=-555-1
1
MAIN DRAIN GRATE
PATPWARD
SF`-1032
3
SKImm�=R
I-IAYWARD
SF`-1082
1
VACUUM FITTING
PATARD
S1'-1022
2
TRANSFORMER
GORMAN
0300W
12
FLOOR RETURN
1-1AYWARD
SF`-1425
1
MAIN DRAIN BOX
OOM-FAC
12" X 12"
3
WALL INLET
1-IA rHARD
51=-14110
DESCRIi'TION
17.5 SQ. FT. FILTER AREA
103 GFM AT 50 TDP 2 PF
3/4 4- F WWPAII<' LINT STRAINER
4" D I A 125 to 500 OFM RANGE
1G.5 #/DAT
STATE AFFROVED
-72" ACROSS LEGS, FLAT TOF--- 1.10" O.D.
3 STEF 24" STAINLESS STEEL -CROSS BRAGS
WEDGE ANCHOR 1.10" BRONZE
1-1/2" CHROME FLATED BRASS
24" STANDARD FLOAT WN I TE W I Tl-1 ROFE
L I FEGARD LIFE NOOK
18" STRAIGHT WALL BRUSH
1G FT. STRAIGHT HANDLE
NO MAP,
FORFO I SE FLEXIBLE VACUUM
40 FT i-1/2 INCH. DIA.
300 WATT 12 VOLT WITP CUTOFF
PEAVT GAUGE STAINLESS STEEL SPELL
12" X 12" SQ. CTOOLAO i8 SQ. IN. OFEN AREA
2" NSF AF`f='ROVF=D
1-1/2" FI ', HPITE-
300 WATT 12 VOLT
FULLT ADJUSTABLE
FIBERGLASS BOX
FULLT ADJUSTABLE
THE FOLLOWING RULES WILL BE POSTED AT OR NEAR POOLSIDE AND WILL BE
LEGIBLE. FROM THE POOL DECK
1. NO ANIMALS IN POOL OR ON POOL DECK.
I. NO FOOD, GLASS OR DRINK IN POOL OR ON POOL DECK
3. SHOWER BEFORE ENTERING POOL
4. BATHING LOAD: 31 PERSONS
5. POOL HOURS: -- A.M. TO -- P.M.
IF THE POOL DOES NOT HAVE AN APPROVED DIVING BOWL CONFIGURATION
" NO DIVING " IS INCLUDED ON THE POOL RULES.
THE LETTERING FOR THE POOL RULES SIGN IS AT LEAST ONE INCH HIGH AND
WHEN PROVIDED, " NO DIVING " LETTERING IS AT LEAST 4 INCHES HIGH.
THERE IS NO PROVISION FOR DRINK OR FOOD SERVING FACILITIES WITHIN 12
FEET OF THE POOL CURB OR INNER EDGE OF THE POOL DECK.
THE ONLY AUTHORIZED ABBREVIATION FOR "FEET" AND "INCHES" WILL BE "FT"
AND "IN" RESPECTIVLY.
INSTRUCTIONS TO CONTRACTOR
POOL MUST BE CONSTRUCTED IN ACCORDANCE WITH PLANS IN ORDER TO OBTAIN
OPERATING PERMIT. ANY CHANGES! IN POOL SIZE, EQUIPMENT OR PIPING MUST
BE APPROVED BY THE DIVISION O, HEALTH PRIOR TO CHANGES BEING MADE.
THE CONTRACTOR SHALL HAVE POOL PERMIT FROM DIVISION OF HEALTH PRIOR TO
ANY CONSTRUCTION.
RULES AND REGULATIONS OF LOCAL AND STATE AGENCIES SHALL TAKE PRECEDENCE
OVER THESE DRAWINGS AND SPECIFICATIONS IN EVENT OF CONFLICT. REFER TO
CHAPTER IOD-5, FLORIDA ADMINISTRATIVE CODE.
USE OF THE POOL WILL NOT BE CONDONED BY THE ENGINEER UNTIL A PERMIT TO
OPERATE HAS BEEN ISSUED BY THE STATE DEPARTMENT OF HEALTH.
I
GRADES, LINES, LEVELS AND SURVEYS: OWNER WILL ESTABLISH LOT LINES,
RESTRICTIONS AND BENCH MARKS. ALL OTHERS WILL BE MAINTAINED BY THE
CONTRACTOR, WHO SHALL ALSO VERIFY ALL LINES AND GRADES SHOWN ON DRAWINGS
AND SHALL REPORT ANY IRREGULARITIES TO THE OWNER AND/OR ENGINEER BEFORE
COMMENCING WORK.
CONSTRUCTION
FORM WORK: ANY FORM WORK NECESSARY FOR STRUCTURAL CONCRETE SHALL BE
PLACED AS SPECIFIED ON THE PLANS AND IN ACCORDANCE WITH KNOWN AND
PROVEN FORMING PROCEDURES.
DIMENSION AND DESIGN: THE POOL SHALL BE IN ACCORDANCE WITH THE PLANS
AND SPECIFICATIONS.
PLUMBING AND PIPING SHALL BE INSTALLED AS SHOWN ON THE PLANS BY THE
CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS. ALL PLUMBING MUST CONFORM TO LOCAL CODE. PIPE SIZES MAY
BE INCREASED BUT NOT DECREASED. EQUIVALENT MAY BE SUBSTITUTED. ALL
METAL ITEMS MUST BE GROUNDED ADEQUATELY.
ALL PLASTIC PIPE MUST BEAR NSF SEAL OF APPROVAL FOR POTABLE WATER.
USE SCi-IEDULE 40 PVC PIPE.
ALL PIPING MUST BE PRESSURE TESTED PRIOR TO BACKFILL.
I
ALL ELECTRICAL WORK SHALL CONFORM TO NATIONAL AND LOCAL CODES. ALL
METAL ITEMS MUST BE GROUNDED ADEQUATELY.
PARKER MYNCHENBERG AND
ASSOC I ATF-5, INC.
1-12-1 RIDGEWOOD AVENUE HOLLY HILL FLORIDA 3211-7
1
JUL "?,220
PARKER MYNCHENBERG, P.E. 0:32645
4OF6
THE UPPER PART OF POOL WALLS IN AREAS FIVE FEET DEEP OR LESS
SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH OF
TWO AND ONE-HALF FEET FROM HPICP POINT THE WALL MAY JOIN THE
FLOOR WITH A MAXIMUM RADIUS EQUAL TO THE DIFFERENCE BETWEEN
THE POOL DEPTH AND TWO AND ONE-HALF FEET.
THE UPPER PART OF POOL WALLS IN AREAS OVER 5 FEET DEEP SHALL
BE HITPIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO
THE POOL HATER DEPTH MINUS THO AND ONE-PALF FEET FROM HWICH
POINT THE WALL MAY JOIN THE FLOOR WITH A MAXIMUM RADIUS OF TWO
AND ONE-PALF FEET.
FLOOR SLOPES SHALL BE UNIFORM. TPE FLOOR SLOPE SHALL BE A
MAXIMUM ONE FOOT VERTICAL IN TEN FEET HORIZONTAL AND A MINIMUM
OF ONE FOOT VERTICAL IN FORTY FEET HORIZONTAL IN AREAS FIVE
FEET OR LESS.
PERMANENT DEPTH MARKINGS FOLLOWED BY THE APPROPRIATE FULL OR
ABBREVIATED HORDS "FEET" OR "INCHES" SHALL BE INSTALLED IN
MINIMUM FOUR INCH NIGH NUMBERS AND LETTERS ON A CONTRASTING
BACKGROUND.
DEPTH MARKERS SHALL BE LOCATED ON BOTH SIDES OF THE POOL AT THE
SHALLOH END, SLOPE BREAK, DEEP END HALL AND DEEP POINT (IF LOCATED
MORE THAN FIVE FEET FROM THE DEEP END WALL) WITH A MAXIMUM PERIMETER
DISTANCE BETWEEN DEPTH MARKINGS OF 25 FEET AND SHALL BE LEGIBLE
FROM INSIDE THE POOL AND ALSO FROM THE POOL DECK. WHEN A CURB IS
PROVIDED, THE DEPTH MARKINGS SHALL BE INSTALLED ON THE INSIDE AND
OUTSIDE OR TOP OF TPE POOL CURB. WHEN A POOL CURB IS NOT PROVIDED,
THE DEPTH MARKINGS SHALL BE LOCATED ON TPE INSIDE VERTICAL WALL
AT OR ABOVE THE WATER LEVEL AND ON THE EDGE OF THE DECK WITHIN
TWO FEET OF THE POOL WATER.
POOLS LESS THAN SIX FEET DEEP SHALL HAVE DARK CONTRASTING,
PERMANENT, FOUR INCH HIGH "NO DIVING" MARKINGS INSTALLED ON THE
TOP OF THE POOL CURB OR DECK HITPIN TWO FEET OF THE POOL WATER
ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FEET BETWEEN
MARKINGS.
LADDERS SHALL BE OF THE GROSS -BRACED TYPE AND SHALL BE CONSTRUCTED
OF CORROSION RESISTANT MATERIALS AND BE SECURELY ANCHORED INTO THE
POOL DECK. CLEARANCE BETWEEN THE LADDER AND POOL WALL SHALL BETWEEN
THREE TO SIX INCHES. LADDERS SHALL EXTEND AT LEAST 28 INCHES ABOVE THE
POOL DECK.
STAIRS SHALL HAVE A MINMUM TREAD WIDTP OF 10 INCHES FOR A MINIMUM TREAD
LENGTH OF 24 INCHES AND A MAXIMUM RISER HEIGHT OF 10 INCHES. TREADS AND
RISERS BETWEEN THE TOP AND E30TTOM TREADS SHALL BE UNIFORM IN HIDTP
AND HEIGHT. THE BOTTOM RISER NEIGNT MAY BE UP TO TWO INCHES LESS THAN
THE UNIFORM RISER HEIGHT. THE FRONT THREE -FOURTHS TO TWO INCHES OF THE
TREAD AND THE TOP TWO INCHES OF THE RISER SHALL BE DARK IN COLOR,
CONTRASTING WITH THE INTERIOR OF THE POOL. IF TILE IS USED IT SHALL BE
SLIP RESISTANT, EXCEPT HPEN THREE -FOURTHS INCH BY 2 INCH BULLNOSE TILE
IS USED AND THE THREE -FOURTHS INCH SEGMENT IS PLACED ON THE TREAD AND
THE TWO INCH SEGMENT IS ON THE RISER.
POOL WET DECKS SHALL NAVE A MINIMUM UNOBSTRUCTED WIDTH OF FOUR FEET
AROUND TPE PERIMETER OF THE POOL, POOL CURB, LADDERS, HANDRAILS, DIVING
TOWERS, AND SLIDES, SHALL BE CONSTRUCTED OF CONCRETE OR OTHER
NONABSORBENT MATERIAL PAVING A SMOOTH SLIP RESISTANT FINISP AND SHALL
BE UNIFORMLY SLOPED AT A MINIMUM OF TWO PERCENT TO A MAXIMUM OF FOUR
PERCENT AWAY FROM THE POOL OR TO DECK DRAINS TO PREVENT STANDING
WATER. WHEN A CURB IS PROVIDED, THE DECK SHALL NOT BE MORE THAN 10
INCHES BELOW THE TOP OF THE CURB. HET DECK AREA FINISHES SHALL BE
DESIGNED FOR SUCH USE AND SHALL BE INSTALLED IN ACCORDANCE HITP THE
MANUFACTURER'S SPECIFICATIONS. TRAFFIC BARRIERS SHALL BE PROVIDED
AS NEEDED 50 THAT PARKED VEHICLES DO NOT EXTEND OVER THE DECK AREA.
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 TPE FIRST 15 FEET
OF THE WALKWAY MEASURED FROM THE NEAREST POOL HATER'S EDGE.
POOL MAKEUP WATER SUPPLY PAS AIR BREAK PROVIDED.
NOSE BIBB5 HAVE VACUUM BREAKERS.
AN AUTOMATIC WATER MAKEUP CONTROL AND A MANUAL POOL FILLSPOUT
ARE TO BE PROVIDED TO DISCHARGE INTO THE COLLECTOR TANK WITH
AN AIR GAP.
THE DEPTH AT THE DEEPEST POINT/MAIN DRAIN GRATE DOES NOT
DEVIATE MORE THAN 3 INCHES FROM THE SIDE WALL DEPTH INDICATED
BY DEPTH MARKERS AT THAT LOCATION.
THE OPEN AREA OF THE MAIN DRAIN GRATE(S) IS SUCH THAT THE FLOH
VELOCITY AT THE GRATE(5) DOES NOT EXCEED 1-1/2 FEET PER SECOND
AT THE DESIGN FLOW RATE OF THE RECIRCULATION PUMP.
A VACUUM FITTING WITH PLUG, OR COVER, IS FLUSH MOUNTED APPROXIMATELY
12 INCHES BELOW THE LIP OF THE GUTTER.
A FLOHMETER CAPABLE OF READING AT LEAST 1-1/2 TIMES THE DESIGN FLOW
RATE 15 PROPERLY LOCATED HITH PROPER CLEARANCES UPSTREAM AND
DOWNSTREAM. (LOCATED IN THE PUMP DISCHARGE LINE FOR SAND FILTER
SYSTEMS AND IN TPE POOL RETURN LINE FOR OTHER FILTER SYSTEMS)
HEATER BYPASS VALVE IS DESIGNED FOR PROPORTIONING (GATE VALVE
IS UNACCEPTABLE).
PLASTIC PIPE PAS NSF -PH SEAL OF APPROVAL AND IS COMPLETELY SPECIFIED.
VALVES FOR PROPORTIONING FLOW ARE DESIGNED FOR THAT PURPOSE
(GATE VALVES ARE UNACCEPTABLE).
RETURN LINE, MAIN DRAIN LINE AND SURFACE OVERFLOW SYSTEM LINES EACH
HAVE PROPORTIONING VALVES.
(PYPOHALOGENATION) AN ELECTRICAL FEEDER, WHEN USED, HAS ELECTRICAL
INTERLOCK HITH THE RECIRCULATION PUMP.
(PYPOHALOGENATION) SOLUTION CROCK HAS A VOLUME EQUAL TO AT LEAST
50% OF THE MAXIMUM DAILY FEED CAPACITY OF THE CHLORINE SOLUTION
FEEDER.
(HYPOPALOGENATION) SOLUTION CROCK IS MARKED TO INDICATE CONTENTS.
PLASTIC PIPE SUBJECT TO A PERIOD OF PROLONGED SUNLIGHT EXPOSURE
MUST BE COATED TO PROTECT IT FROM ULTRAVIOLET LIGHT DEGRADATION.
AN EQUIPMENT AREA MAY BE FOUR SIDED FENCING PROVIDED IT IS AT LEAST
FOUR FEET PIGH WITH A SELF CLOSING AND SELF LATCHING GATE WITH A
PERMANENT LOCKING DEVICE.
AN EQUIPMENT ROOM SHALL BE PROTECTED ON AT LEAST THREE SIDE AND
OVERHEAD. THE FOURTH SIDE MAY BE A GATE, FENCE, OR OPEN IF OTHERWISE
PROTECTED FROM UNAUTHORIZED ENTRANCE.
THE EQUIPMENT AREA OR ROOM FLOOR SHALL BE OF CONCRETE OR OTHER
NONABSORBENT MATERIAL PAVING A SMOOTH SLIP RESISTANT FINISH AND
SHALL NAVE POSITIVE DRAINAGE, INCLUDING A SUMP PUMP IF NECESSARY.
EQUIPMENT ROOMS SHALL HAVE EITHER FORCED DRAFT OR CROSS VENTILATION.
ALL BELCH GRADE EQUIPMENT ROOMS SHALL HAVE A STAIRWAY ACCESS WITH
FORCED DRAFT VENTILATION OR A FULLY LOUVERED DOOR AND LOUVERED
VENT ON AT LEAST ONE OTHER SIDE. THE OPENING TO THE FILTER ROOM OR
AREA SHALL BE A MINIMUM THREE FEET BY SIX FEET AND SHALL PROVIDE EASY
ACCESS TO THE EQUIPMENT.
A NOSE BIBB WITH VACUUM BREAKER SHALL BE LOCATED IN THE EQUIPMENT
ROOM OR AREA.
EQUIPMENT ROOMS OR AREAS SHALL NOT BE USED FOR STORAGE OF CHEMICALS
EMITTING CORROSIVE FUMES OR FOR EQUIPMENT IS IMPAIRED.
TPE EQUIPMENT ROOM HITP A FIXED CEILING HAS A MINIMUM WEIGHT OF 7 FEET.
THE EQUIPMENT ROOM IS LIGHTED TO PROVIDE A MINIMUM 30 FOOT CANDLES OF
ILLUMINATION AT FLOOR LEVEL.
LIGHTING
OUTDOOR POOL LIGHTING -OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM THREE
FOOT CANDLES OF ILLUMINATION AT THE POOL WATER SURFACE AND THE POOL
DECK SURFACE. UNDERWATER LIGHTING SHALL BE A MINIMUM OF ONE-HALF WATT
PER SQUARE FOOT OF POOL WATER SURFACE AREA.
INDOOR POOL LIGHTING -OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 10
FOOT CANDLES OF ILLUMINATION AT THE POOL WATER SURFACE AND THE POOL
DECK SURFACE. UNDERWATER LIGHTING SHALL BE A MINIMUM OF EIGHT -TENTHS
WATT PER SQUARE FOOT OF POOL SURFACE AREA.
(LIGHTING) THE UNDERWATER LIGHTING UTILIZES TRANSFORMERS AND LOW VOLTAGE
CIRCUITS (15 VOLT MAXIMUM) WITH EACH UNDERWATER LIGHT GROUNDED. (WHEN
DEPENDENT UPON SUBMERSION FOR SAFE OPERATION, LIGHTS PAVE PROTECTION
FROM OVERHEATING WHEN NOT SUBMERGED)
(LIGHTING) THE UNDERWATER LAMP SIZE DOES NOT EXCEED 300 WATTS AND IS
LOCATED AT LEAST 18 INCHES BELOW NORMAL HATER LEVEL.
(LIGHTING) THE ELECTRICAL EQUIPMENT, WIRING AND INSTALLATION WILL CONFORM
TO THE NATIONAL ELECTRICAL CODE.
ELECTRICAL EQUIPMENT WIRING AND INSTALLATION INCLUDING THE GROUNDING OF
POOL COMPONENTS SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE 1ggG
EDITION, WHICH IS INCORPORATED BY REFERENCE IN THESE RULES AND SHALL
COMPLY HITP APPLICABLE LOCAL CODES. HRITTEN EVIDENCE SHALL BE PROVIDE
FROM THE ELECTRICAL CONTRACTOR OR THE ELECTRICAL INSPECTOR OF
COMPLIANCE HITH THE NATIONAL ELECTRICAL CODE.
STROOM,S .
OUTSIDE ACCESS TO FACILITIES SHALL BE PROVIDED FOR BATHERS AT OUTDOOR
POOLS AND IF THEY ARE NOT VISIBLE FROM ANY PORTION OF THE POOL DECK, SIGNS
SHALL BE POSTED SHOWING DIRECTIONS TO THE FACILITIES. THESE DIRECTIONS SHALL
BE LEGIBLE FROM ANY PORTION OF THE POOL DECK AND THE LETTERS SHALL BE A
MINIMUM OF ONE INCH NIGH.
SANITARY FACILITY FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER
NONABSORBENT MATERIALS AND SHALL HAVE A SMOOTH SLIP RESISTANT FINISH AND
SHALL SLOPE TO FLOOR DRAINS. CARPETS, DUCKBOARDS AND FOOTBATPS ARE
PROHIBITED. THE INTERSECTION BETWEEN THE FLOOR AND WALLS MUST BE COVED.
i
POOLSIDE SANITARY FACILITIES ARE NOT REQUIRED IF ALL LIVING UNITS ARE
WITHIN A 200 FOOT RADIUS OF THE NEAREST HATER'S EDGE, ARE NOT OVER THREE
STORIES IN HEIGHT AND ARE EACH EQUIPPED HITH PRIVATE SANITARY FACILITIES.
RINSE SHOWER - A MINIMUM OF ONE RINSE SHOWER SHALL BE PROVIDED ON THE POOL
DECK OF ALL OUTDOOR POOLS WITHIN 20 FEET OF THE NEAREST POOL HATER'S EDGE.
1
INSTRUCTIONS TO CONTRACTOR
POOL MUST BE CONSTRUCTED IN (ACCORDANCE WITH PLANS IN ORDER TO OBTAIN
OPERATING PERMIT. ANY CHANGES IN POOL SIZE, EQUIPMENT OR PIPING MUST
BE APPROVED BY THE DIVISION IOF HEALTH PRIOR TO CHANGES BEING MADE.
THE CONTRACTOR SHALL HAVE POOL PERMIT FROM DIVISION OF HEALTH PRIOR TO
ANY CONSTRUCTION.
RULES AND REGULATIONS OF LOCAL AND STATE AGENCIES SHALL TAKE PRECEDENCE
OVER THESE DRAWINGS AND SPECIFICATIONS IN EVENT OF CONFLICT. REFER TO
CHAPTER IOD-5, FLORIDA ADMINISTRATIVE CODE.
USE OF THE POOL WILL NOT BE CONDONED BY THE ENGINEER UNTIL A PERMIT TO
OPERATE HAS BEEN ISSUED BY THE STATE DEPARTMENT OF HEALTH.
GRADES, LINES, LEVELS AND SURVEYS: OWNER WILL ESTABLISH LOT LINES,
RESTRICTIONS AND BENCH MARKS. ALL OTHERS WILL BE MAINTAINED BY THE
CONTRACTOR, HHO SHALL ALSO VERIFY ALL LINES AND GRADES SHOWN ON DRAWINGS
AND SHALL REPORT ANY IRREGULARITIES TO THE OWNER AND/OR ENGINEER BEFORE
COMMENCING WORK.
CONSTRUCTION
FORM HORK: ANY FORM WORK NECESSARY FOR STRUCTURAL CONCRETE SHALL BE
PLACED AS SPECIFIED ON THE PLANS AND IN ACCORDANCE HITP KNOHN AND
PROVEN FORMING PROCEDURES.':
DIMENSION AND DESIGN: THE POOL SHALL BE IN ACCORDANCE WITH THE PLANS
AND SPECIFICATIONS.
PLUMBING AND PIPING SHALL BE INSTALLED AS SHOWN ON THE PLANS BY THE
CONTRACTOR AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
INSTRUCTIONS. ALL PLUMBING. MUST CONFORM TO. LOCAL CODE. PIPE, SIZES MAY
BE INCREASED BUT NOT DECREASED. EQUIVALENT MAY BE SUBSTITUTED. ALL
METAL ITEMS MUST BE GROUNDED ADEQUATELY.
i
ALL PLASTIC PIPE MUST BEAR NSF SEAL OF APPROVAL FOR POTABLE WATER.
USE SCHEDULE 40 PVC PIPE.
ALL PIPING MUST BE PRESSURE TESTED PRIOR TO BACKFILL,
ALL ELECTRICAL 1.1ORK SHALL CONFORM TO NATIONAL AND LOCAL CODES. ALL
METAL ITEMS MUST BE GROUNDED ADEQUATELY.
S 1 Gil REQU I f=-M;=NTS
RULES AND REGULATIONS FOR BATHERS SHALL BE POSTED IN MINIMUM ONE
INCH LETTERS HHICH MUST BE LEGIBLE FROM THE POOL DECK, AND SHALL
CONTAIN THE FOLLOWING.
1. NO FOOD, GLASS, DRINK OR ANIMALS IN POOL OR ON POOL DECK
2. BATHING LOAD: 31 PERSONS.
3. POOL HOURS: A.M. TO P.M.
4. SHOWER BEFORE ENTERING.
ADDITIONAL RULES RELATED TO POOL OPERTATION AND PATRON BEHAVIOR
MAY BE POSTED. POOLS WITHOUT AN APPROVED DIVING WELL CONFIGURATION
SHALL HAVE "NO DIVING" IN FOUR INCH LETTERS INCLUDED WITH THE ABOVE
LISTED POOL RULES.
POOLS HITH HEATERS SHALL HAVE A MAXIMUM HATER TEMPERATURE OF 104°F
fA < MYNO E I BERG
AND ASSOC I AT ES, I NO.
PROFESSIONAL ENGINEERS LAND PLANNERS
1721 RIDOEHCOD AVENUE HOLLY PILL FLORIDA 32117
2 21 200
PARKER K. MYNCHENBERG, P.E. 032G45
SHEET 5 OF G
I , I
THE UPPER PART OF POOL WALLS IN AREAS FIVE FEET DEEP OR LESS
SHALL BE WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH OF
TWO AND ONE-HALF FEET FROM WHICH POINT THE WALL MAY JOIN THE
FLOOR WITH A MAXIMUM RADIUS EQUAL TO THE DIFFERENCE BETWEEN
THE POOL DEPTH AND TWO AND ONE-HALF FEET.
THE UPPER PART OF POOL WALLS IN AREAS OVER 5 FEET DEEP SHALL
BE WITHIN 5 DEGREES OF VERTICAL FOR A MINIMUM DEPTH EQUAL TO
THE POOL WATER DEPTH MINUS TWO AND ONE-HALF FEET FROM WNICN
POINT THE WALL MAY JOIN THE FLOOR WITH A MAXIMUM RADIUS OF TWO
AND ONE-HALF FEET.
"KOOL DECK" TOPPING
SLOPE 2gb to 4%
POOL WA
pit
IS " TO -1"
FLOOR
THICK,NESS
8" MIN. ABOVE TOP
OF POOLS WATER
LEVEL
, TRANSFORMER
UNDERWATER LIGHTING SMALL UTILIZE TRANSFORNERS
AND LOW VOLTAGE CIRCUITS WITH EAGN UNDERWATER
LIGHT BEING GROUNDED. THE MAX. VOLTAGE FOR EACH
LIGHT SHALL BE 15 VOLTS.
d
-�— 111 TO 81'
WALL
DEPTH MARKERS 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 FIVE FEET FROM THE DEEP END WALL) WITH A MAXIMUM PERIMETER
DISTANCE BETWEEN DEPTH MARKINGS OF 25 FEET AND SHALL BE LEGIBLE
FROM INSIDE THE POOL AND ALSO FROM THE POOL DECK. WHEN A CURB IS
PROVIDED, THE DEPTH MARKINGS SHALL BE INSTALLED ON THE INSIDE AND
OUTSIDE OR TOP OF THE POOL CURB. WHEN A POOL CURB IS NOT PROVIDED,
THE DEPTH MARKINGS SHALL BE LOCATED ON THE INSIDE VERTICAL WALL
AT OR ABOVE THE WATER LEVEL AND ON THE EDGE OF THE DECK WITHIN
TWO FEET OF THE POOL WATER.
POOLS LESS THAN SIX FEET DEEP SHALL HAVE DARK CONTRASTING,
PERMANENT, FOUR INCH HIGH "NO DIVING" MARKINGS INSTALLED ON THE
TOP OF THE POOL CURB OR DECK WITHIN THREE FEET OF THE POOL WATER
ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25 FEET BETWEEN
MARKINGS.
FLOOR SLOPES SHALL BE UNIFORM. THE FLOOR SLOPE SHALL BE A
MAXIMUM ONE FOOT VERTICAL IN TEN FEET HORIZONTAL AND A MINIMUM
OF ONE FOOT VERTICAL IN FORTY FEET HORIZONTAL IN AREAS FIVE
FEET OR LESS.
PERMANENT DEPTH MARKINGS FOLLOWED BY THE APPROPRIATE FULL OR
ABBREVIATED WORDS "FEET" OR "INCHES" SHALL BE INSTALLED IN
MINIMUM FOUR INCH HIGH NUMBERS AND LETTERS ON A CONTRASTING
BACKGROUND.
4" DEPTH MARKERS
ARE LOCATED ON
GXG WATERLINE
TILES ADJACENT
TH I GKNESS
®9 ° FLOOR INLETS ARE DESIGNED AND INSTALLED SUCH TO DECK DEPTH
THAT THEY DO NOT PROTRUDE MORE THAN 5/811 ABOVE MARKERS
PVC CONDUIT TO TRANSFORMER POOL FLOOR AND DOES NOT HAVE SHARP EDGES OR /
PROTRUSIONS HAZARDOUS TO BATHERS.
LIGHT NICHE
s
UNDERL I GHT LIGHT
(LOW-WATER GUT -OFF)
300 WATT 15 VOLT
FLOOR INLET FULLY ADJUSTABLE
WHITE BODY AND FLUSH DIFFUSER
PLATE.
nlC7;:21Fi11TIDN OF WATER
1, 443 REBAR, GRADE 60, 12 INCHES ON CENTER BOTH WAYS TIED AT EVERY OTHER
INTERSECTION. ALL REBAR MUST NAVE A MINIMUM COVER -OF 2.5 INCHES OF 2500
P.S.I. GUNITE OR EQUAL. ALL PIPING MUST BE SCHEDULE 40 NSF OR GREATER.
ALL PRESSURE PIPING SHALL BE TESTED AT 30 PSI PRIOR TO BACKFILL. GRAVITY
LINES MUST BE TESTED FOR STATIC WATER FOR A PERIOD OF 24 HOURS.
03 REBAR 12" ON CENTER BOTH WAYS
DETAIL AT DEB= END WALL
NOTE:
I. ANCHOR SOCKETS SHALL BE
UTILIZED FOR FUTURE REPLACE-
MENT OF RAIL.
ESCUTCHEON PLATES
cv
ANCHOR SOCKETS
POOL WATER LEVEL D II II
;q.
'Q D
O ',t, l O 11 , : • . D'. � Q .
MIN. D
#8 SOLID TW GROUND
WIRE TO EQUIP.
'•:' a �' STAIRS SHALL HAVE A MINMUM TREAD WIDTH OF 10 INCHES FOR A MINIMUM TREAD
LENGTH OF 24 INCHES AND A MAXIMUM RISER HEIGHT OF 10 INCHES. TREADS AND
D' OTTOM TREADS SHALL BE UNIFORM IN WIDTH
RISERS BETWEEN THE TOP AND B
AND HEIGHT. THE BOTTOM RISER HEIGHT MAY BE UP TO TWO INGNES LESS THAN
THE UNIFORM RISER "EIGHT. THE FRONT THREE -FOURTHS TO TWO INCHES OF THE
TREAD AND THE TOP TWO INCHES OF THE RISER SHALL BE DARK IN COLOR,
CONTRASTING WITH THE INTERIOR OF THE POOL. IF TILE IS USED IT SHALL BE
SLIP RESISTANT, EXCEPT WHEN TPREE-FOURTHS INCH BY 2 INCH BULLNOSE TILE
IS USED AND THE TPREE-FOURTHS INCH SEGMENT IS PLACED ON THE TREAD AND
THE TWO INCH SEGMENT IS ON THE RISER.
PANDRA I L. H/ 4 STEWS
POOL WATER LEVEL
GXG
CERAMIC TILE
QUARTZ POOL WATER-�
IN
CLEARANCE 3" TO G"
SLIP RESISTANT FINISH
LIGHT PASTEL COLOR -
THE DEPTH ATI THE DEEPEST POINT/MAIN DRAIN GRATE DOES NOT
DEVIATE MORE THAN 3 INCHES FROM THE SIDE WALL DEPTH
INDICATED BY DEPTH MARKERS AT THAT LOCATION.
12 "xl2" ANCHORED GRATE
QUARTZ OPEN AREA=-18 SQ. IN. OPEN AREA
MAX VELOCITY IN MAIN DRAIN
DOES NOT, EXCEED 1.5 F.P.S.
MAIN DRAIN LINE
VAK-PAC FIBERGLASS
MAIN DRAIN BOX
•�•
i
.1/�..� �•
.�•
HYDROSTATIC
GRAVEL BED REQUIRED.
MAINDRAIND�=TAIL
(LADDER W/ GROSS BRACING114 DEPTH MARKER ON TOP OFDECKWITHIN 2 FT. OF WATERS EDGE
ACRYLIC TOPPING
#8 GROUND TW
GROUND WIRE TO EQUIP.
a .
4" CONCRETE TOPPING 2500 PSI
°
VACUUM LINE MIN. WITH GXG 10/10 MESH
I (ALTERNATE 4" FIBERCRETE)
Y s
------ETI.IRN L I NF
.s
a �LL SECTION
� � ®�L,AOD R AND
LADDERS SHALL BE OF, THE GROSS -BRACED TYPE AND SHALL BE CONSTRUCTED
OF CORROSION RESISTANT MATERIALS AND BE SECURELY ANCHORED INTO THE
POOL DECK. CLEARANCE BETWEEN THE LADDER AND POOL WALL SHALL BETWEEN
THREE TO SIX INCHES. LADDERS SHALL EXTEND AT LEAST 28 INCHES ABOVE THE
POOL DECK.
TO COLLECTOR TANK
1. SKIMMERS MUST NOT PROTRUDE INTO POOL AREA.
2. SKIMMERS MUST HAVE HANDHOLD IN DECK OR CURB
CONSTRUCTION WHICH IS NOT MORE THAN I INCHES
ABOVE THE MIDPOINT OF SKIMMER.
3. SKIMMER SHALL MEET N.S.F. APPROVALS.
4. SKIMMER SYSTEM SHALL BE DESIGNED FOR 60% OF
TOTAL DESIGN FLOW RATE.
SiGIMM R SECTION
f=AR<F:R MYNCHENB RG
,AND ASSOC I ATES, 1NO -
PROf=IESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
1-12cl riDoEHOOD AVENUE HOLLY PILL FLORIDA 3211-I
104-6-77-6811
r
JP, 1 2092 I I I — SHEET G OF G
PARKER K. MYNCHENBERG, P.E. 032645
REVI5ION5 DATE
F ON-- 0 fZ
LEG34L EDESCIRIFTION
THE SOUTH lie OF THE NUJ 1/4, LESS THE WEST 603.64 FEET, LESS
THE EAST 522.35 FEET OF THE WEST 2023.65 FEET OF THE
NORTH 166.80 FEET OF THE SOUTH 1/2 OF THE NUJ 1/4, LESS THE
NORTH 40.00 FEET OF THE WEST 125.00 FEET OF THE EAST
924.00 FEET OF THE SW 1/4 OF THE NUJ 1/4, LESS THE SOUTH
333.00 FEET OF THE EAST 100.00 FEET OF THE WEST 103.64
FEET OF THE NUJ 1/4, ALL LYING IN SECTION 18, TOWNSHIP 20
SOUTH, RANGE 31 EAST, ORANGE COUNTY FLORIDA.
ALSO
THE WEST 603.64 FEET OF THE 5OUT1-I 1/2 OF THE NUJ 1/4, LESS
THE NORTH 325.00 FEET AND LESS THE SOUTH 465.00 AND
LESS THE WEST 25.00 THEREOF ALL LYING WITHIN SECTION la,
TOWNSHIP 20 SOUTH, RANGE 31 EAST, ORANGE COUNTY,
FLORIDA.
TOGETHER WITH
THE NORTH 340.00 FEET OF THE WEST 125.00 FEET 924.00 FEET
OF THE EAST 924.00 FEET OF THE 5UJ 1/4 OF THE NUJ 1/4 OF
SECTION 18, TOWNSHIP 20 SOUTH, RANGE 31 EAST, ORANGE
COUNTY, FLORIDA.
AND
THE SOUTH 333.00 FEET OF THE EAST 100.00 FEET OF THE WEST
103.64 FEET OF THE NUJ 1/4 OF SECTION 10, TOWNSHIP 20 SOUTH,
RANGE 31 EAST, ORANGE COUNTY, FLORIDA:
SC�4EIDULE CIF [DfRA(:�INGPS
I CCVEF� / SITE FLAN
2 1=LC0fR fROCIF FLAN
a FOUNDATION FLAN �
4 LINTEL FLAN
5 ELEVATION5
Fire DO!,,
Final Inspa _ ' � +�
Date—�_"=>3
RECEIVED
JAN K '2003
LAKE MARY BLKVD.
a
O
q BAKER CIR\OSING
DEVELOPMENT
V�CN�=-'F�r �14
PLANS r Y -Q ED
CITY f SANFORD
r-
SANF OR,' SUIL01NG
`7'HE5E PLANs 1�F�7
CONSTRUED- F,
ACCEPTED FOR PERMIT.
REVIEWEp AND CONaITfONALLY
5CALEG/ -}- THE WORK AND BE AI LICF.NSEITO PUED SI IALL bE
: N. .S PROVISIONS
ROV SIOCEL. AL
OOR SET T AS A6H%ORIEY To V OLATEI
ISSUANCE THE TECHNICAL C ANY OF -rH
DEPT FROM THER ERMIT p�EVEN DES,
NOR SHALl,
I10" OF ERRORS ON THE THE EUILDINC�
OR OT THE p QUIRING A CORREC,
HER VIOLATION,
SANS, CONSTRUCTION
NS OF THE CODE$,
GfRADING 7�FE. T�FE I I c
51TE PERMIT# Os'gib
CAA
,`t
�-
.�..,..
,
®
cam`
>
1
z
�u
LL
1LL-U
lI-9-U
�
w
4
155UED FoR:
❑ PRELIM.
El PRICING
51IDD ING
n PERMIT 0/9/02
CONSTRUCTION
REVISIONS DATE
-)
:..:.....:......... ... . ....
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
T-1
all 12'-0"
61'-4"
I2'-0" 12'-0"
FLOOR FLA
SCALE: 1/4'I 11 =0II
fl it R fl R R fl R 8 fl R fl R fl II R fl R fl R II R fl fl fl II R fl fl 1 R
__..._M . _._,...._. , ._,_ ... _.. .,. _._._.. .,.. _ ._...,.. ............... _.._ ...., . ...., ...... ...
....
....,.._ .....
...w.___,..._._,.....,_,
1 T-1 I 1
it u R
_ 1g
1
I ....................
.......................
1 I
t
I.._
1C1 /
LLI
CA
71m r._.
1
x 11
._..� .,. H ..
_.......µ
- - - ----- ---
R I fl
R'%Cf= / TFRUSS FLAN
5CAL6 1/4 = I'_0"
t-1
T-1
T-1
T-1
T-1
T-1
T-1
N
T-1
T-1
T-1
T-1
T-1
5
AFREA CALCULATIONS:
PA V I L L I ON 15ao
RE SiisOOMS 193
TOTAL: 1113
12
6
T-1
TRU53 FROPLES
SCALE: N.T.S.
LU
'CIO)
®
Q)
Q)
LU
�._�......
(,may
155UEE) POR:
❑
PRI=LIM.
❑
PRICING
❑
BIDDING
®
PERMIT 8,g,02
coNsr RucrloN
DRAWN
DMS
CHECKED
PS
SCALE
AS SHOWN
JOB NO.
SHEET
2
OF 5 SWEET8
_r
T
REVISIONS DATE
SHINGLE ROOF OVER #15 FELT
OVER Na" STRUCT. SHEATHING
META12 B Y "SIMPSON'
Q EA. TRUSS
ONLFT.rlx2 NAILER ONFE __---
2x8 FASCIA
16"
ALUM. SOFFIT
PRE -CAST LINTEL
WINDOW UNIT AS PER
ELEVATIONS 4 FLOOR PLANS
PRE -CAST CONC. S I LL
S" CMU WALL —
GRADE
(2) #5 CONT.
12
if
�4
i PRE-ENGINEERED TRUSSES w 24"C/C
R-30 BAIT INSULATION
B. EL. +9'-4"
PLATE HT.
1/2" DRYWALL CEILING
61=2 BY "SIMPSON" a EA. STUD
�(U #5 CONT.
WALL SECTION (T�RJ
SCALE: 1/2" = 1'-0"
6x(oxWI.4xWI.4 W.W.F.
mU
GRADE
(2) 05 CONT.
b-
4--
(2) 05 E.W.
53J 6CALE: 1/2 If = I'-0ll
(ox6xW1.4XW1.4 W.W.F.
x
x
3 SECTION @ 'ORCk
53 SCALE: 1/2 = 11-011
v_" er, ., 11)II r11,
6x6xW1.4xW1.4 W.W.F.
META 12 BY "SIMPSC
TRUSS / TIE AM (TAR.)
SCALE: N.T.S.
G," Milk 6 P\/(- Al =:\A=
I
MONO FOOTING w/ (3) #5 CONT.
(BEND UNDER CHASE IF 3"
CLEARANCE DOES NOT EXIST)
UT U T"� CH,45E THRU FTG,
SCALE: 1" - 1'-0"
1-PLY TRUSS
(1) #5 CONT.
D51N NOT5:
- WIND LOADING: 110 MPH, EXPOSURE "B"
IMPORTANCE: I =1
ROOF LIVE LOAD: 20 PSF
MATERIALS
GONG.: 2500 PSI MIN.
RE -BAR: ASTM A615, GR.40
W.W.F: ASTM A185
MA50NRY: ASTM C-90
LUMBER.: 4*2 S.Y.P. OR SPRUCE MIN.
- SOIL BEARING: ASSUMED 2000 PSF
ROOF NAILING 5CH DULE:
- USE Sd NAILS 6" GIG 10 PERIMETER
4 12" C/C Q INTERMEDIATE FRAMING
OM1551ON5 4 R RAIR5:
- USE rl/s" DIA. EXP. BOLTS x 4" (REDHEADS) TO BE
USED IN PLACE OF OMITTED 1/2" DIA. A.B.
- WHERE DOWELS ARE MISSED, DRILL 3/4" x 5" DEEP MIN.
HOLE 4 GROUT w/ "SIMPSON" "ET17" EPDXY
- WHERE TRUSS ANCHORS ARE MISSING, USE BE
`SIMPSON LT612" CONNECTED CMU LINTEL
w/ (2) - 3/16"O x 21/4" MIN. TAPCONS
(UPLIFT LOAD LESS THAN 1000 LBS.)
- DOWEL LOCATION MAY BE 1 CELL OFF
FROM AREAS SHOWN ON PLANS
CMU MAY OVERHANG 3/4" OVER SLAB
cv
11U
Jj
J)
C�0
L-
Cl�-!❑
CID
d)
®
..
Z
�
O
Z
Q�
O
�
�
o
�
X
ISSUED FOR:
❑
PRELIM.
❑
PRICING
❑
5or)ING
PERMIT 0/9/02
CONSTRUCTION
❑
DRAWN
DMS
CHECKED
PS
SCALE
AS SHOWN
JOa NO.
SHEET
OF SHEETS
L-1 L-1 L-1 L-1 L-1
MATERIALS
1. f'c precast lintels = 3500 psi.
2. f'c prestressed lintels = 6000 psi.
3. f'c grout = 3000 psi w/ maximum 3/8" aggregate.
4. Concrete masonry units (CMU) per ASTM C90 w/
minimum net area compressive strength = 1900 psi.
5. Rebar provided in precast lintel per ASTM A615 GR60.
Field rebar per ASTM A615 CR40 or GR60.
6. Prestressing strand per ASTM A416 grade
270 low relaxation.
7. 7/32 wire per ASTM A510.
8. Mortar per ASTM C270 type M or S.
�61
GENERAL NOTES
1. Provide full mortar head and bed joints.
2. Shore filled lintels as required.
3. Installation of lintel must comply with the architectural and/or structural drawings.
4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate
vertical cell reinforcing and grouting.
5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and
longer with a nominal height of 8" meet or exceed L/180.
6. Bottom field added rebar to be located at the bottom of the lintel cavity.
7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage.
8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units.
9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530
I
_..... _...................... ........_._
I I(o"x40" WIN I I- 4 1 F2'-411 I OFF-15/OT I
SAFE LOAD TABLE NOTES
y
1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled
_,_........................
-1 lintels must be reduced by 20% if bearing length is less than 6-1/2".
Safe loads for all recessed lintels based on 8' nominal bearing.
L- 4
2. N.R. = Not Rated.
3. Safe loads total
are superimposed allowable load on the section specified.
4. Safe loads based on grade 40 or grade 60 field rebar.
5. Additional lateral load capacity can be obtained by the designer by providing
addional reinforced masonry above the precast lintel.
M- _,....
Ll
6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only.
7. The designer may evaluate concentrated loads from the safe load tables by
4ryrvm
`YY4Yn ^ _. . ,,._.... .........._.,._..._,,..__.M.,..,.._,....,,,.......,..,_......_.
E
calculating the maximum resisting moment and shear at d-away from the face of support.
-_......,.... -
8. For composite lintel heights not shown, use safe load from next lower height.
9. All safe loads in units of pounds per linear foot.
LINTEL FLAN
SCALE: 1/4 II = 1 I - 0 11
SAFE LOAD TAIFOLES
FOR GRAVITY, UPLIFT & LATERAL LOADS
8" PRECAST & PRESTRESSED U--LINTELS
,;^*`CM"
GRAVITY
LENGTH nPE
BUB
8F8-0B
8F12-08
8F16-OB
8F20-0
BF2 ,-OB
F28-08
F32-OB
8F8-lB
lBF12-lBBF16-lB8F20-1BBF24-1BBF28-18BF32-18
2'-10'(34") PRECAST
2302
3166
4473
6039
7526
1 90')4
10472
11936
3166
4473
6039
7526
1,9004
10472
11936
3'-6" (42") PRECAST
2302
3138
3377
4689
6001
7315
8630
9947
3166
1 4473
6039
7526
9004
10472
11936
4'-0" (48") PRECAST
2029
2325
2496
3467
4438
5410
6384
7358
2646
4473
6039
7526
9034
10472
11936
4'-6" (54") PRECAST
1651
1787
1913
2657
3403
410
4896
5644
2170
4027
6039
7526
9004
10472
9668
5'-4" (64") PRECAST
1184
1223
1301
1809
2317
2826
3336
3846
1665
2889
5057
6096
5400
6424
7450
5'-10'(70") PRECAST
972
1000
1059
1474
1889
2304
2721
3137
1459
2464
4144
5458
4437
5280
6122
6'-6" (78") PRECAST
937
1255
2101
3263
2746
3358
3971
4585
1255
2101
3396
5260
7134
6995
6890
7'-6" (90") PRECAST
767
1029
1675
2385
1994
2439
2886
3333
1029
1675
2610
3839
5596
6613
5047
9'-4" (112")PRECAST
573
632
1049
1469
1210
1482
1754
2027
768
1212
1818
2544
3469
4030
3127
10'-6'(126") PRECAST
456
482
802
1125
915
1122
1328
1535
658
1025
1514
2081
2774
3130
2404
11'-4"(136") PRECAST
445
598
935
1365
1854
2355
1793
2075
598
935
1365
1854
2441
3155
4044
12'-O'(144") PRECAST
414
545
864
1254
1689
2074
1570
1818
555
864
1254
1693
2211
2832
3590
13'-4'(160") PRECAST
362
427
726
1028
1331
1635
1224
1418
485
748
1076
1438
1855
2343
2920
14'-O'(168") PRECAST
338
381
648
919
1190
1462
1087
1260
455
700
1003
1 1335
1714
2153
2666
14'-8"(176")PRESTRESSED
N R
NR
NR
NR
NR
NR
NR
NR
465
765
1370
2045
2610
3185
3765
15'-4"(184") PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR420
695
1250
1855
2370
2890
3410
17'-4"(208")PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
310
530
950
1400
1800
2200
2600
19'-4"(232")PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
240
400
750
1090
1400
1720
2030
21'-4"(256")PRESTRESSED
N.R
NR
NR
NR
NR
NR
NR
NR
183
330
610
940
1340
1780
2110
22'-0"(264")PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
160
300
570
870
1250
1660
1970
24'-0"(288")PRESTRESSED
N.R.
NR
NR
NR
NR
NR
NR
NR
130
24D
470
720
1030
1350
1610
8" PRECAST W/ 2" RFCFSS nnnR 11-1 1WTF"1 S
4^=r-4~M
UPLIFT
LATERAL
TYPE
LENGTH
8RF6-lT
8RF10-1T8RF14-1T
8RF18-1TBRF22-1
8RF26-1T8RF30-1
8RU6
8RF6
8RF6-2T
8RF10-2
BRF14-21
8RF18-2
BRF22-2
8RF26-2
8RF30-21
4'-4" (52") PRECAST
1244
1573
2413
3260
4112
4967
5825
932
932
1244
1519
2339
3170
4008
4850
5696
4'-6" 54" PRECAST
( )
1192
1507
2311
3121
3937
4756
5577
853
853
1192
1 1455
2240
3036
3837
4643
5453
5'-8" (68") PRECAST
924*
1172
1795
2423
3055
1 3689
4325
501
501
924
1132
1741
2357
2978
3603
42.30
5'-10"(70") PRECAST
896*
1138
1742
2352
2965
3581
4198
469
469
896
1099
1690
2288
2891
3497
4106
6'-8" (80") PRECAST
778
882
1513
2042
2573
3107
3642
830
1100
778
956
1468
1987
2509
3035
3563
7'-6" (90") PRECAST
688
697
1325
1810
2280
2753
3227
710
941
688
849
1302
1 1762
2225
2690
3157
9'-8" (116")PRECAST
533*
433
808
1123 1
1413
1704
1995
516
614
533
527
1009
1369
1798
2088
2450
--- -"vc of iwi. rum URAUt 4U rItLU KtUAR
8" PRECAST W/ 2" RECESS DOOR U-LINTELS
GRAVITY
TYPE
LENGTH
BRU6
8RF6-OB
BRF10-0
BRF14-0
8RF18-0
BRF22-
F26-
8RF30-0
BRF6-18
BRF10-1B
8RF14-18
BRF18-18
BRF22-1
BRF26-18
BRF30-1
4'-4" (52") PRECAST
1489
1591
3053
2982
3954
4929
5904
6880
1827
3412
4982
6472
7947
9416
10878
4'-6" (54") PRECAST
1357
1449
2782
014
3600
4487
5375
6264
1702
3412
4982
6472
7947
9416
10878
5'-8" (68") PRECAST
785
11153
2162
4074
6472
65116
5814
6839
5'-10"(70") PRECAST
735
779
1500
1449
1924
2400
2876
3352
1103
2051
3811
6472
6516
5450
6411
6'-8" (80") PRECAST
822
907
1677
2933
2576
3223
3872
4522
907
1677
2933
4100
6730
8177
6707
7'-6" (90") PRECAST
665
761
1377
2252
1958
2451
2944
3439
764
1377
2329
3609
5492
6624
5132
9'-8" (116")PRECAST
371
420
834
1253 1
1071
1342
1614
1886
535
928
1497 1
2179
2618
3595
2875
8" PRECAST & PRESTRESSED U-LINTELS
4494"
UPLIFT
LATERAL
TYPE
LENGTH
8F8-1T
8F12-1T8F16-1T8F20-1T8F24-1T8F28-1T8F32-1T
8U8
8F8
8F8-2T
8F12-2T
8F16-2T
8F20-2T
8F24-2T
BF28-2
F32-2T
2'-10'(34") PRECAST
2727
2878
4101
5332
6569
7811
9055
2021
2021
2727
2784
3981
5190
6407
7630
8857
3'-6" (42") PRECAST
2165
2289
3260
4237
5219
6204
7192
1257
1257
2165
2215
3165
4125
5091
6061
7035
4'-0" (48") PRECAST
1878
1989
2832
3680
4532
5387
6245
938
938
1878
1925
2750
3583
4422
5264
6110
4'-6" (54") PRECAST
1660
1762
2507
3257
4010
4767
5525
727
727
1660
1705
2435
3171
3913
4658
5406
5'-4" (64") PRECAST
1393*
1484
2110
2741
3375
4010
4648
505
505
13 33
1437
2050
2670
3293
3920
4549
5'-10'(70") PRECAST
1272*
1357
1 1930
2505
1 3084
1 3665
4247
418
418
1272
1315
1875
2441
3010
3583
4157
6'-6" (78") PRECAST
1141*
1200
1733
2250
2769
3290
3812
707
887
1141
1182
1684
2192
2703
3216
3732
7'-6" (90") PRECAST
959*
912
1475
1914
2354
2797
3240
591
657
990
1029
1466
1907
2351
2797
3245
9'-4" (112")PRECAST
801*
1 612
980
1269
1560
1852
2144
454
630
801
755
1192
1550
1910
2271
2634
10'-6'(126") PRECAST
716*
498
793
1027
1261
1496
1731
396
493
716
611
1039
1389
1711
2034
2358
11'-4'K136") PRECAST
sss*
439
sss
ess
1104
1309
1515
363
556
666
535
905
1295
1595
1896
2198
12'-O'(144") PRECAST
607*
400
631
816
1001
1186
1372
340
494
631
486
818
1209
1514
1799
2086
13'-4'(160") PRECAST
500*
340
532
686
841
997
1153
302
398
573
409
682
1004
1367
1637
1897
14'-0'(168") PRECAST
458*
316
493
635
778
922
1065
286
360
548
378
629 1
922
1254
1567
1816
14'-8' 176")PRESTRE33ED
243
295
459
591
724
857
990
N.R.
357
243
352
582
852
1156
1491
1742
15'-4'(184")PRESTRESSED
228
278
430
553
677
801
925
N.R.
327
228
329
542
791
1072
1381
1676
17'-4"(208")PRESTRESSED
188
236
361
464
567
670
774
N.R.
255
188
276
449
649
874
1121
1389
19'-4"(232")PRESTRESSED
165
207
313
401
490
578
667
N.R.
204
165
239
383
550
736
940
1160
21'-4"(256")PRESTRESSED
145
186
278
356
433
512
590
N.R.
172
142
212
336
477
635
807
993
22'-O'(264")PRESTRESSED
140
180
268
343
418
493
568
N.R.
161
137
205
322
457
607
771
947
24'-0'(288")PRESTRESSED
127
1,65
244
312
380
447
515
N.R.
135
124
186
290
408
538
680
4
'KtUUGt VALUL UT ZOA YUK UKAUL 4U HEW KEUAR
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
QUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
8F16-1 B/I T
NOMINAL WIDTH 1 L QUANTITY OF #5
NOMINAL HEIGHT I REBAR AT TOP
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1 /2" CLEAR
J
Q
=
F-
W
_
k,
C.M.U.
00
J
<C
w.., .
�z
07
O
yrs'
LO
z
®.
7-5/8"ACTUA
8" NOMINAL WIDTH
GROUT
#5 REBAR AT BOTTOM
OF LINTEL CAVITY
BOTTOM REINFORCING
PROVIDED IN LINTEL
(VARIES)
n
4p� �•
81=8-IB/1T 8F8-05/IT SR1=14-18/1T 81=16-05/IT 81=1io-IB/lt Si=20-15/1T SP24-115/1T
REVISIONS DATE
E3.EL. +c3'-4"
F.F.EL. +01-011
GRADE
-LEFT �EvAfildNL
5CALE: 1/4" = V-0"
FRONT ELEVATION
I
REAR ELEVAT�CN
SCALE: 1/4 " = 1'- 0'
5.EL. +9'-4"
E3.EL. +91-411
6
FREL. +0'-0" FREL. +0'-0"
GRADE
........... . . ..... . .... .... .. . . ..... _._ . .........
1211
(oil
1211
7� (o H
RIGHT ELEVATION
5cALE: 11411 = 11-oll
GRADE
5-EL. +9'-411
P.P.EL. +0 I-oll
0_1
MMON
LU
H
__6
LU
U_
:7111
C_f)
LU
O
-A
Q
-A
155UEE) FOR:
F]
f-PELIM.
F]
PRICING
F]
1510PING
[X]
PEWIT
0/13/02
CONSTRUCTION