1460 NE 101 St (9)BOARD
A
8
C
B' -o'
3 , -0 "
/ ' -6 "
3' _ G "
/0' -O'
3' -0"
2' -8'
4' -4"
/2•-0'
3' -0"
.3' -10"
S' -2"
/4'0"
4' -0'
3' - 9"
6' - 3"
/0' -0•
4' -0'
4' -8"
7' -4"
We /I Point
Perforated
P.V.C. Pipe
Oeck Box
#312 /2 " c -c eo.
c.„.;
way irr WO //5
Varies
wo y /n p oor.
mox/mum o / /owob /e water cob /e
G' Poo/ - 3' -O ~obove /ow point
B' Poo/ - 4' -O "obove /ow point.
Provide hydros/olio relief vo /ve
or add/trona/ mass weight where water
table exceeds these values. 5 TA N DA R D
1
POOL 5, CT /ON
Note: ,Pemove grote and we // po/nt
p /ug from morn drown and ottoch
ovx///ory pump wine when emptying
poo /.
WELL PO /NT DeTA /L
/ To e/ectr/co/ pone/
1 Pump
moor -
Poo/ right
et eCT,e /CAL D /AGEAM
.0r,/,7 w /Pietas f Box,
G /os3 4 /xh e6r. 5fonco lgh 5- in bond beorn
or pietas/ hq4 nc,e
GxG Ti /e
rock
collection bed
-
Drain
Precos/ morn drain
Wh to marble
p /os ter fin.
TYPICAL
/- /4" /n /et //ne
for each 350 5.F o f
wo /er Jvrface area.
/t " vacuum /me
5k /mrner
/i" Main drown
0
0
6
- -For Roo/areas over
G' deep odd r<5 cove
WALL 5ECT /ON
i• filler precool pick-up
and wash wine.
Note: AN poo/ D/b/ng P.
Se4.4o
POOL P /P //VG D/A G,PA M
Wo /e /in, see
no fe 1/
Pump
//air f' /in/
catcher w/
vacuum gage
Diatomaceous
ear /h f/ /ter vacuun,
type
V.
Precoet c0p/ny
5/400 i "per ft.
Thicken 5 /01; to
8 ~ x8 / 2 3 for
Screen enclosure 4
when req'd by loco/
code.
8
2"'3
/' -4"
0 /V /N6 604120 SCHEDULE
bor5 G'c-c o5 shown GeNEEAL NOTES:
/J 5 /ondord poo ls sho // bear on sand and /or
rock. Other .5or/ condition regu /res erlgr,eerea
foundot /on. of P pion, / 00 0 01 /orr P ? 4 /5i e /p a b t Ro eggo/pme/ n n5
and Special decor /s nor shown on tine sheet
3) Standard ,00pp/5 shall hove 4000 psi 9un//e
conc. o/ 2 days.
A)Re n fort /n9 stee/ show/ be / ter�nedio/e grade,
deformed bars of new b/ / /er steer cont'prm /nq
to ,4.5.r d s /qnotion h A- 30 r 5 /ee/ shall be
bent /
A.C. /.' p/oced In with
5)
4// pool /o/ping hp // ear the N. S.F. (Not an /
San/to/ion Foundot /on of opprovo /Tor
(o) Bo kwosh sho // be to on underpoo/ Sumo
contain/no /00 C.F. minimum nreo of washed
drain rdc k .
7� Grote on main-drain sho // have o free oreo of
4 times the oreo Of the suction /me.
g) r e ho/r and tnt co cher 5h0 // hove o remqq✓-
ab/e screen w /fh ree area of 5 times 7
oreo or the 5110 t/O me.
9 /
1 p rn
toaceou eorthf/ /ter sh // hove
� / r 'i t ,ge ron nip/ o r f x e e or 9 50 /! per
/0) pp 0 o ronged
t r/o t th ere / no C 455 tonne to t with
/ /)D/sposo/ o f Poo/ suo %r ha // c nforrn fn Sect
Soo'f of the South F/ori a Building Code. 5irtaae
r i ,,ii /c2 h t /fin a su , o ri/ q � /wafer to
per5 /5 t ffer d/ for mare an o ne our o 5charge.
per Water s' / 9 dd�5 050/ s // be 5
o rnestic wo er supply or vote/on w/ r d/sposofsye %m.
MA5 TEE DETA /L 51-JEET
n
FOR
ott.Poots
/ #5 in Precast
support
Fr LAUDERDALE FLOP /DA
STAN WEEKS � A 55OC.
M /om/ ENG /NEER5 F/o
SA )4 SKETCH OF SURVEY
Lot 9 Block 1 REPLAT OF TRACT A MIAMI
SHORES BAY PARK ESTATES, according to the
Plat thereof, as recorded in Plat Book 56,
at Page 86, of the Public Records of Dade
County, Florida.
Order No. 13143 June 19, 1954
.B. #253 -36 Sc &les shown
I HEREBY CERTIFY: That the attached
"SKETCH OF SURVEY" of the above de3crib
ed property is true and correct to the
best of my knouledge and belief en
recently surveyed and platted under
my direction.
HARRY C. SCHW BKE & ASSOCIATES .0
Harry 6. Schwebke, Pres.
Registered Land Surveyor #602
State of Florida.
"191_2."
00-v,
.041104
sell "1:
te_y_
i ct` G-2,°
C
2-34AL - 2 L--__PIt3
24r( z4-. 7 17,
z ntScl
°'
..
l�y9'
o
r
Zs 67L,
44RS Yril
F--- b -- h• b 71 t- - ' - -1
'
, ,
~ t 1 -d
I T
t
t:
T
a
r
-'
T
d
1
,.
r z
1
I �
Type I Tylr II Type III
All beams alloy 6063 -T6
Minimum yield strength .. 25 Kai
MARK
TYPE
DIMENSIONS
THICKNESS
MAX. BEAM SPAN, SPACED C.C..
b
d
b'
t
t
t
8'0"
7'0"
6'0"
5'0"
4'0"
E F
Q H
L
M
N
0
P
304
306
30'7
408
4010
1
J
K
II
II
1
I
I
1
I
I
I
1
1
I
III
III
III
2.00
2.00
3.00
3.20
3.50
3.85
4.25
3.00
3.00
3,00
4.00
4.50
2.00
2.00
2.00
3.00
4.00
5.00
6.60
7.70
8.70
10.10
4.00
6.00
7.00
8.00
10.00
4.00
6.00
7.00
3.00
3.00
3.20
3.47
3.75
3.00
3.00
3.00
3.00
4.00
.056
.058
.094
.100
.110
.120
.135
.088
.094
.125
.125
.140
.060
.090
.140
.056
.058
.050
.055
.060
.070
.080
.060
.060
.066
.070
.096
.050
.060
.060
.094
.100
.100
.108
.117
.088
.094
.125
.125
.140
.105
.165
.265
7 6n
8'6"
15' 9"
19'10"
24' 0"
27' 9"
32' 0"
13'10"
19' on
22
27 3 n
34' 4"
13' 4"
19' 5"
24 6"
81 on
9' on
17' on
21' on
25' 6"
29' 6"
34' 6"
14' 6"
20' on
24' on
28 6 n
36' 0"
141'2"
20' 8"
25' 8"
8' 8n
10' on
18' 3"
23' On
27' 2"
31' 2"
36'2
15' 4"
21' Q'
25' 6"
I n
30 0
38' 0"
15' 0"
21' 8"
26'll"
91 6n
11' on
19' 6"
24' 6#
29' on
33' 2"
39'lOn
16' 3"
21' 8"
26'11"
31 1Q n
40' 4"
16' 0"
23' 2"
28' 8"
21' on
26' 4"
31' 2"
35' 9"
42'.2"
17' 7"
24' on
29' on
I
34 n 6
43' 5"
17' 2"
24'10"
30'10"
DRAWN
CHECKED
MATERIAL
AIR CONTROL PRODUCTS, INC.
3601 N. W. 54th STREET MIAMI, FLORIDA
° i ' . 63
suu'
APPROVED
X: .
s "
Phi.
N
EFVISIAN ,, 4 BY
DATE
BEAM LOAD TABLES
PART "'
���
' /11111
1 0 OU
.937
N
EAVE, BASE AND I I' BEAM SNAP ON
FASCIA CONNECTION t- .045" MIN.
t -.049" MIN.
•N
PURLIN AND CHAIR SAVE 6 CORNER COL.
MIL SNAP CONNECTION
t- .040 MIN, t- .040" kTN.
'N
R 8 T U
LOUSE AND COLUMN SNAP CORNER COLUMN DOOR FRAME STRAP CHAIR RAIL
°'CONNECTION ON t. .049" MIN. t- .049" MIN. t■ .049" MIN.
. FADE PANELS
M .049" MIN.
1 47"
I 9
EAVE, BABE AND
TRANSOM CONNECTION
1- .045" MIN.
r
r:..,
P O
1
CI 0
1L_
1 - IT C) m 0
(
EXISTING I FASCIA
/IMAMATE PA11A CONNECTION
0
0 0
4 -.4110 SM
00-WITH 2 -}
THRU BOL
40 -1 - THRU 1OLT6'■ CORNERS)
0 0 0
Milos
° 11
COL.
-5 -210 SRS.
B
0
o I
. OPTION AI q GONG. SLAV, Wrtb M1SH (64$10
8 PTG.
• E corgi.
ROOF BEAM
SECTION ' A -A
ELEVATION OF END BRACING
ROOF BRACIN6
SECTION ' 13-B
I/8 " 1 /2
ALUM. STRAP
DESIGN CRITERIA:
SCREEN SURFACE, DESIGN LOAD 10 PSF
.SCREEN SURFACE, TEST LOAD 15 PSF
ALUMINUM IMAMS, MAX DEFLECTION AT D88IGN LOAD - - -- L /80
ALUMINUM BEAMS, MIN. RECOVERY FROM TEST LOAD- 901
CONTRACTOR MUST BE ABLE TO VERIFY, AT ALL TIMES, ALLOY.AND'
TEMPER OF ALUMINUM BEING lists. 6063 -86 AL111101M BEAMS SHALL
BEAR EXTRUDERS IDENTIFICATION AND ALLOY STAND 1 FT. FROM
EACH END OF BEAM.
ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL BEING
60% OR GREATER OPEN. THE ADDITION OF SOLID ROOFING OR SIDING
MATERIAL SHALL NOT BE PERMITTED UNLESS SPECIFIED B! THE
ENGINEER ON THE LAYOUT 'SHEET.
LATCHES ON SCREEN DOORS OE mamma POOL ENCLOSURES SHALL EE
SEW - CLOSING, 8811 - LATCHING, AND SELF - LOCKING, AND SHALL S8
66" ABOVE THE THRESHOLD.
PLASTIC 8PLINE, HO1DINO 801166! III PLACE, SHALL CONFORM TO'TM
FOLLOWING MIN, PROPERTIES. DUROMETEA HARDNESS OF 70 TO 90. A
DECREASE IN TENSILE STREWTH OF NOT MORE THAN 201 WITH NO
PLASTICIZERS EXUDARION WIZEN TESTED TN ACCORDANCE WITH ASTM
DE8IG. 0412 -51T AFTER 2,000 HOURS OF ACCELERATED WEATHERING
CONDUCTED IN ACCORDANCE WITH A8TM DESIG. 142 -57T.
IT SHALL 88 DETERMINED THAT THE E8I8TING STRUCTURE CAN SAFELY
SUPPORT THE LOADED scatty ENCLOSURES.
ALL 814208088SE8 AIR NOMINAL VITO A TOLERANCE dF * .006"
ALLOWED UNLESS SHOWN THUS (t- .040" MIN.) IN WHICH CASE TN8
=sass 1B A. MINTON.
1 - x 2" x 1 /8" ALCM. ANGLE x 1.937" 1.0.
2 - x 2" x 1/8" ALUM. ANGLE x 1.937" LA.
3 -2" x 2" x 1/8" atm. ANGLE It 1.973" 1.0.
4 -2" x 2" x 1/8" ALUM. ANGLE x 1.937 "1.0.
5.-1" x 3" x 1/8" ALUM. ANGLE x 2 1/8" 1A.
6 -2" x 1/4" x 2%" ALUM. PLATE.
7 -4" x 4" ALUM. PLATE it 1/8" WITH 1" FLANGE.
8 -3/32" STAIN1ESS,8TEH1. CARLE.
-k
fl -" 0 THUNDER BOLTS @ 18" 0.0. MAX. 2k" LG.
10 -(;" S WOOD BCREVS 23/4" La. @ le" C.C. NMB.
11 - Tyra 'B' TECO CONNECTORS @ EA. RAFTER (SEE NOTE 12).
12 - ALTERNATE FOR ITEM 11, 2 -k" WOOD SCREWS 51" LG. EA. RAFTER
13 -2" NOMINAL WOOD FASCIA. SEE ALTERNATE.
14 - stooks 5" DEEP OR 1259, k" 0 8C8EV8 3 3/4" LG. EACH SIDE.
BEAMS DEEPER THAN 5 ", 24" O'SCREWS 31" loo. EACH SIDE.
15 -NEW 1" FASCIA BOARD. 6d NAILS @ 16" C.C. TOP 6 BOTTOM. .
TYPICAL SCREEN ENCLOSURE
BOX BEA
SCREEN ENCLOS,,oz 'CAL'DETAIL
1002
Al - ROL ENCLOSURE
5N. W 3 6 AVE.
+`
44I
S TYLE V IEW
ALull, ROo
55" O
/ n
8 —a
8 -O
N 1
PLAN ' ' 1 — 10
1
4'
8-0
1 •
$ —D
/ 0
6 -0
NAWM
DAVI
7.t
N..
0 -8
A
1
AL
VIb
LOT 9, RLK..I, BAY PARK ES 1'6,
1 q 60 Tit 101 {T. MIA Hi
.9 S LOAD r oI 41 -b e Roor
SY DATE
11
°O'
3 o %r
SCREEN ENLLOSURE
FOR
"1 X 71 N B. B E. L► N E
10
I
• PLOT PLAN "7 1
yQ
AIR CONTROL PRODUCTS,
15000 STATE ROAD 9 NORTH MIAMI BEACH, WORM
>N.
8167
DWG. w
5$L
2J
ti Y j
# I 1
i
1 1 i 1
i I I
1 1
1 L
DRAWN `CHEC1f!D TERIAL
DATE
f
SCALE APPROVED •
REVISION
BY DATE
•
11 Ail
TYP /CAL CA P3RY -i3EAM TO LAP•.fAM CGNNCT
AIR CONTROL PRODUCTS, INC.
MOO STATE ROAD 9 NORTH MIAMI BEACH, FLORID'