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/ 6 W:ND RA , NO .VOR3
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MIN. YIEL0
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8'
1,800 LD.
37 =
-
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34 =4"
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5800 LD.
25' -
4 -
Left
C 606345 2 ex 3'
2 2x2"
6063-T5 2 2x
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ex 4 . 064,06¢ .064 - 064.375.832 /. 88 - 94 0 6 23
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6' 0'
6'- 6"
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3485 6'- 0'
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4.950 6' - 0"
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ARK
A
B
ALLOY •
6063-T5 1
0063
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055
N7 /- IA'D/CATES MAX. ALLOWABLE SPA.Y WHEN L/D /5 EQUAL. TO OR 1255 THAN SO.
NOTE MULT /LYE CAGLE• ASSEMEL /ES
MAY BE UJEO AS REOU /R(D 9Y
D /MENS /ON Y (SEE N' /ND 8RAC /N6 J H
NOTES)
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SWEET a/
CASE 1
1/4 1 7 BOLTS 2 4" C.C. MAX,
TYPE "B" TECO CONNECTOR a
EACH JOIST.
2 NO M. PACE PLATE 1 5/8" MIN,
1/4 N1 WOOD SCREWS 2 1/2" L?.
J 24 ".C.C. MIN.
1/4" NY LAO SCREWS 3 1/2" LG. S 24"
C.C. MIN. IN JORDAN ANCHOR,
1/8" x 5/8" STRAP WITH 410 METAL
SCREWS.
2 - 2" x 2" x 1/8" ANGLES 1" LANG.
2 - 5.M. SCREWS
SEE BEAM SCHEDULE FOR WOOD SCREWS
(WHEN ANCHORING. TO MASONRY USE 2
1/4" LAO SCREWS x 2 1/2" LONG IN
JORDAN ANCHORS/.
2" x 2" x 1/8 ANGLE 2" LANG.
2 - 1/4" 1 LAO SCREWS x 3 1/2"
LANG IN JORDAN ANCHORS
CHAIR RAIL 2 - 410 METAL
SCREWS x 1" LONG EA. END.
2 - TYPE "A" BEAMS, 2 - 410
METAL SCREWS EA. END EA. BEAM,
1 - TYPE "A" BEAM, 2 - #10
METAL SCREWS EACH END.
1 - 'TYPE A" BEAM CONTINUOUS.
CUT FROM MEMEER F
FOR TYPE E BEAM f, $1%4.LI<R
6 M. SCREWS. ALL OTHERS -4'
5 M. 5LREw5.
5 /i6" 17 EYE SCREW' IN RAWL FLOG
NO. 6072. / /16' HOLE.
4" CONCRETE SLAB, 8" x 8" 'URN -
DOWN FOOTING WITH 1 - j It BAR
CONY; & 6" x 6" 4107110 MESH.
V BRACING NOTES
(B�CAIILE 8CHEDQLE)
CASE 1, SCREEN ENCLOSURES WITH ONE OR LESS FREE STANDING CORNER REQUIRE NO WIND BRACING,
CASE 2. SCREEN ENCLOSURES WITH TWO OR MORE FREE STANDING CORNERS REQUIRE VERTICAL (SIDE)
BRACING AT EACH FREE STANDING CORNER: SEE CABLE SCHEDULE. WHERE 3IDE Y IS GREATER
THAN SIDE X, ADEQUATE HORIZONTAL (ROOF) BRACING SHALL BE PROVIDED. SEE DWG N0. 1,
CASE 3. SCREEN ENCLOSURES WITH ALL CORNERS FREE STANDING, REQUIRE VERTICAL (3IDE) BRACING
AT EACH CORNER EACH WAY. SEE CABLE SCHEDULE. ADEQUA1'E•1ORIZONTAL (ROOF) BRACING
SHALL BE PROVIDED. SEE DWO N0. 1.
DESIGN CRITERIA
ALL SCREEN SURFACES: HORIZONTAL 14 VEWr1C'At 14 PSF.
ALUMINUM ALLOYS
6063 -55 Y.S.- i6 KSI, WORKING f - 8 KMI. 6061 - Y.S. - KSI, WORKING t - 17.5 KSI
6063 - 1 , 6 Y.S. 25 KS1, WoRKINO f - 12.5 KSI. 5005 -H36 Y. -23 KS I, WORKING f - 11.5 KSI
WALL THICKNESSES ARE NOMINAL. MINIMUM THICKNESS .055 ", ALLOWABLE TOLERANCE .006" f or -.
MYTAIS
M L'1 IAL3 SHOWN HERE ARE ALUMINUM, EXCEPT BOLTS, NUTS, WASHERS, SCREWS, PIPE, PURRS) CKLES
AND WIRE MAY BE ANTI -RUST PLATED STEEL, STAINLESS STEEL OR BRASS.
•
GENERAL NOTES
1. CONTRACTOR SHALL SUBMIT 2 SETS OF PLANS Ta .I11N3 DEPART/U.241' TO ODTA IN BU IIDIN0 PER-
MIT. 1 SET' OF PLANS SHALL CONSIST OP 1 PRINT OP MASTER DRAWING, 1 PRINT DRAWN TO SCALE
s11001NG ROOF PLAN AND AT LEAST 2 SIDE ELEVATIONS, PLOT FLAN SHOWING ELECTRICAL SERVICE,
SEPTIC TANK AND DRAINFIELO,
2. ALL CORNER COLUMNS AND COLUMNS SUPPORTING MAIN ROO? MEMBERS SHALL BE ANCHORED TO SLAB
AS SHOWN. NON ROOF LOAD BEARING COLUMNS (SIDE PANEL COLUMNS) SHALL BE ANCHORED NOT GREATER
THAN 18 FEET ON CENTERS AS SHOWN,
3. ANCHORS IN CONCRETE SHALL BE JORDAN PLASTIC EXPANSION PLUGS SEC IN HOLES DRILLED TO
PROPER SIZE AND DEPTH BY ROTARY TYPE BIT. NO STAR DRILLS WILL BE PERMITTED, SUBSTITUTE
ANCHORS MUST BE APPROVED BY THE ENGINEER.
4, ALL LOADS 0420SED ON AN EXISTING STRUCTURE MUST BE TRANSFERRED TO A POINT WHERE THEY
ARE SAFELY BORNE BY SUCH EXISTING ST44J CPU RE,
5. ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL BEING 60% OR GREATER OPEN. THE
ADDITION OF SOLID ROOFING OR SIDING MATERIAL OP ANY 'TYPE SHALL NOT BE PEHMI'PTED UNLESS
AUTHORIZED BY THE ENGINEER.
6. BUILDER MUST BE ABLE AT ALL TIMES TO VERIFY ALLOY AND TEMPER OF ALL ALUMINUM BEING USED
7. LATCHES 00 00083 ON SWIMMING POOL ENCLOSURES SHALL BE 5 1/2' ABOVE 111E THRESHOLD AND
SHALL BE SELF- LATCHING AND SELL'■LACKING,
O ATO
. ATO
CASE 2"
NOTE 1 THi3 SCREEN ENCLOSU0E CONFORMS TO
TnE REQUIREMENTS 00 THE 50083
FLORIDA 8014.01,N5 CODE ANp MET-
ROPOLITAN DADS COUNTY BLOO. f,
ZONiN5 ALUMINUM $GREEN ENCLOSURE
POLICY DATED DEG 5,99 5S.
CASE 3
UPLIFT - 6 ESP.
r
Iu"O TO
FLAMINGO METAL INDUSTRIES, INC.
3048 E , IITH•AV!♦.
HIALEAH , FLORIDA
SMITH - JOINER & ASSOCIATES
2600 WEST FLAGLER • MIAMI. FLORIDA
C O N S U L T I N G E N G I N E E R S
( ".AMR L,.,.M ( CHOCK
CONTRACTOR SMALL VERITY ALL DIMENEIONO
AT RITE O10014 PROCIEDINO WITH WONL
*ANN l.0.
•
SCREEN ENCLOSURE TYPICAL DETAILS
G
•
BEAM SIZ13 AS BI APt
A3 COQ,.
SPACING_
71-0"
61.6"
,,� .
7"-o"
6,-6"
MAXMJ 1I
SPAN
i' CO.UMN
13
2 4 2 L M
1 42.1
L s
1413.5
TV'
AS aliur
41 -1011
51-Q"
_ , _
61: "
61 "
5'-9"
61 -o"
w, � ,,� �.�.. ,
71-7"
71 -I0
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6
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2 x 4 L=
70.'
L
7' -O
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A 11
w
w2 "
:r
13
2 x 4 L
9IE
L
41 �•0"
6 1 �-6"
1C
11
w0"
-6"
TO
2 x 6 * L-w
1,66
7
61-6"
113
19i-7"
0
2 x 6 L s
200
71 .. 0 "
61-6"
221..1"
23 1 -8"
, r - 4 r
11
2t
2 x 7 L
3.1 x2
206
.'
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f t #i f b 4
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.�..� ..
2 1 -
241-5 hr
■
1
r
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1 1
'� -
L =
59.5
Anti'
3Y. CS w Da t o 7.: -59 Sub jaot FLAMINGO METAL Sheet Ms/ 17;
Job it 5840
DET R.MINJ MAXI= SPAN OF DZA i.3 0 (t Q. C.
'rw
L vf-E3 Lax . 7 V TIT 3 ? .1 9
6•-6'i SPACING V - gr vf? t .3 8.46 8.o6
CHECK:
0 71 s
84 - 1
2 x 7371 7. 122 o•k•
COLUI
v 8.38
'FLAMINGO METAL INDUSTRI
.3C44 E. llth.AYE. HALEAH, FlOtt)A
SCREEN ENCLOSURE: FoR
A LesA gs,j1-4 - r!
I:Ft• ()WM
SMAii.10i0L1 4 .SS )CtAJE$ 1
C 4 t.�NSi , f DATE
r)
2003 W. Fl.AG(E Fy _.
• tf�_�' ♦�Qt7s "
ti
j. B. FORD
1712 S. W. lat Street
Miami 35, Florida
Telephonea: 9-3508 86- 4092
N:r .4, -1'0 4,
7.B.■*. : ' . 2 5 F)
.4 Orel .:Lr /5 i
44P e . c--° 4.'k
Accordhig to the Plat thereof as recorded in Plat Book
Public Records of Dade; County, Floricic.
1= or' .
D E' . ( 44 2. .e-v". D ate
asc'
•
1 HEREBY CERTIFY that the attached sketch represents'
a surrey made under my direction ; and is true and
correct to the beg of my awlcdga and belfef.
There are no qncro 2�ne eX4OPY as shaWn.
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