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TYPE
4S AA r
L90'
INDUSTRIAL ENGINEERING
SERVICES
WM. M 6AEY6RS - R.E. 18755
kalt WOus7�ES,
SS 0 O4A, ST
I.uaan, Florplo
Fhcne: 8“2(1730
SCREEN ENCLO$uFE STAHDA►EiY DETb1L5
OBA wove, NO, - On Ayih 6Y • L J. SHeEt NO
22174 D E- i -y -•net 1
2H
I+ 1-
"( 7 - 14 7 20%
26 4SL-6 2
2S -'SL ty 2
35 -C 3
35 -8 3
4 5 - C •
• 5 -6 •
•5 A
4 544
45W
4 SwA - 4
6S 6
HEIGHT
S I ! E
0
SPAN
P 1. A fr
25
3 S
4 h4M( 1 CHAIN NAIL MIM8EN5 ONLY
CABLE SCHEDULE
y
c ,:iu,.A -
Chair Rook
3'4PICAL LLLvATION
I THICKNESS
4S
NO CABLES
L
r -�
4
4 S A
BEAP.I AND COLUMN SCHEDULE (FEET AND INCHES)
fl 10 b - 5' -U 6' -0" 7' 0 - 8' • 0 "'9 -0 " '40' -0'
.04 0 .40
040 . 0 4 J s ' U • 8'• M' -0' 6' -0 7' -0
_ 050 050 i0 U 10' 1 9'- 6' 9' 1" 8'- 8" 8' 4 - e' 1
.
050 0•0 -- _ _ 40 1 .. 9'. 5" 4 -10' 8'- 0 7' -7" 7' -3" 6 -9
05 O .050 10'-9" 10' -U" 9'- 5" 8'- 11" 8'- 7" 8'- 3" 7'.11'
- - r--'- s .
-0SO .050 12%11' 11'- 4" 10'- 8 IJ -5 ■10. 2" 9' -9"
062 c 62. 15 6" 14'- 6' f 3'- 7' 42'- 9' 12' 4" 1 1'.10' II '- p
• 2 -
.062 -06? 19- 2' 17' -10" 16'- 9" 15'- 11' 43' 0' 44'- 2' 13'- 5
1.25 2 .062 062 .187 21' -0' 19 -0" 17' -9 17'•0" 16' -0' 15' -0' •14' -3'
L25 r r .062 062 187 22=021 =0' 20 -0" 48' -5 " 47' -3 r 167 15. 6
3.76 2 .0 62 . 0 6 : 2 0 ' - 9 - 19 - 6' 1 8' - 4 ' 1 7' - 3" 16'• 5' 15- 9' 1 5' . 3'
3.76 1. 2 .062 .062 .1 6721: 19i1' e' - i7' y 17' •U 1(;' 15' -i0'
2 .062 .140 204' 2' 26' - ;' 24'- 7" 23'- 4" 22'- 4' 21' 8" 20' 8
C5A _ 6 >• I 25 2 .062 .140 .187 29-11 27_ 9' 26'- 2" 24'- 9' 23' -9" 22' U "'22'- 0"
65A4 6 " -` 1.25 2 .062 -140 . 187 32 7' 30'- 7" 28' 6' 27'- 1" 15' - 40" 24'- 44" 23%7 '
65W 6 y 5.64 2 _ 062 140 32. - 6' '.0 - 6 . 29 27' -0' 23' -1L' 24' -40' 23 -•
6544 6 5.64 1.25 2 .062 •40 .87 33'- 6' 30'- 9" 22 3" 27'- 9 26'- Y 24'.10' 23- 7 1
' -9 29' -40 26'- 9' 27'- 2' 26'- 5' 25 6'
7SA 7 6.25 2 (62 .450 187 36'-7' 34 -0 " 32_- 0 30 - 4" 29' 0' 28' 0" 27' I'
7544 7 1.25 2 -062 .150 187 38 -Kr 36 -0" 33' -U' 31 -10 30' -9" 29' -9' 28=9
78w 7 - . 44 2 .062 150 39'.2" 3 6' - 34' -3" 32' -6" 3T 2"
1' 7 30=_1' - 20'-
7SNI4 7 6.44 1.25 2 -062 1513 1 8740' -D' S7 - 1 34' -11" 33' -2` 31'- 9" 30'- 5` 29'- 5"
75166S 7 1 5, G9 I - 00 2 .062 -150 .375 55'- 8'_ 7 42 - 39'- 10' 38' • 2 36 35'- S'
F 1tp 4'elob-'
r 341L .050 050 10 -0" 10 -0' 10' - 0' r t .44 concAy.
(1130 3fL.@ - -- 2 -.. - - - -- - -- - .r' r ., w /105w2e4 -•
.050 4050 12-10" Is -lo 10 al 0' 9' - 8' 8
DESCRIPTION
45
TYP
ti
4 SW AA
MAXIMUM CLEAN SPAN
FASTENING SCHEDULE
FASTFIIFR
COMPONENT MEMBERS
6 9 diet') Panels •r14 1ro81.2.3 4441(0. ?or the P.rml., ew m. *8 110 Morsels ..II hues 2.3 chon role d purems.
0.0 " - 8.0' Up to 16 -0' 1 1 01 Elton. 2*10.54 " SJ4.5
2 - 2 to corner column 244' 10.3" 51.45 -
0 - -- 8 . - O 32' 0 - 48' 0" 3 2 cno., roil To column 24 10.4" SMS -..
04-0 "-10'-0" UO40 13' -0" 1 - I sin owe to column Oo - -
_ 0 " -0 1 ' ' 3 'f - 0- 26' -0" 2 1 to rosua Y4a2f' wd.scre ws(6)24" cc
d 0' -1 O r - Q 26' - - -- 39_0" 3 2 strut to 1 2ss10.44
WINO. bNACING DETAILS 8 5CHE0ULt
All. ens.
locolesn
4.10.2/4" l ogs 0 24 "o c
E epondet or Jor4On
DETAIL 01
DETAIL
1.2
T 2.2 col.
614" welded
eye Lolls
CABLE DETAIL
1.2 4/291011"
F0►c.o SMS. to beam
4 010 .2 k'weed
screws ,Je
of beam, 1
Z 1010.24' wo•.cr w.
In II to fascia .o.s6ie typ
-1.2 1 410. 2%t'SMS024" c -G
2':2':1b•o.nnqq en.
oid. .3i240406'
SAES. to boom
'-32'1 Use
2.2'.Y.4'OApp..eo .
side er/2010*11
*KS
Over 32' use 35148
0' -32') Use
1x•10.2) 'lops
in Expancet or
Jordon •100
!over 321 Us*
3 Logs
2 010o4 . 21,'
Lops
1i2
Fascia
Is. -101 214'104.
in E.pandet or
Jordon et
Footings (See De15)
HI D'ETA I L (J
2.2
4is" SS CAI,
keen. Oomph " Nlcopr•ss B eeves
1200 ,/ 18- 2" 6
/20'10 S./AS.
3
11* a< 2' hap .L.pamld
Jordan •1035 a 4.rls Mc6r
00.044•
/ 122
4
4. 2
ALT. DETAIL 10.
IY '.
4'. 4
/ CMnne1
'.4.2
U CLIP DETAIL
2" Any.
A2
7S - 75W
es Fasces
seam
2 Studs and cap roves
6.om
coon.
,242
DETAIL O2
t °=_=: w6scow.4 r/
3 )Yp.n.0 lion e07dler
_pock V. p
7 AA
3 40. i. SA4S. - - -
beam.
7wws5
2VOO.5
.00h sale
DETAIL V
AI T. DETAIL
WITH GUTTER
2 /0
1y 4 For spans over 32' use 3 4 'I0• ,4'
Spans under 32' use 2 S.M.S, each wde
202 hollow
r
/9' ono. w //t' H.HSS. Screws / T
NOTE: Coble assembly may be subsmuten
for 2.2 Mllow 0 telnc9G lip serra404
Tu We U'ono is'd. a•.0491Y.).
COMPRESSION MEM. FASTENIN
Pro e.er
m
li 4dio,
T.Isecop.ng sarskd tubes .04911.
TELESCOPIC ROOF BRACE
*10 54.45 I, I C ony
6 10, 2 each end of
Steel Strop
we.. otter
olumn
mem
C ol unit.
2.2 Kano
Rrwl_�
w10 595 typo_
TYPICA} COLUMN 3 F1FAM
_PETAH
DETAIL G
beam
41.443 •any'
• 0400 Ar SMS
EA LEO.
ALT. DETAIL
242-7
I.T
2.2 Choir Roo
Trp.o11 around- 1,2
.210.234' MKS SO,
24'c -c w / U.
plume. was' er -r
0.32
&olrt meeol
J
Perimeter mem.
2.2 Col.
(P.r.M111r 0454..
242
-2..2
Chou R
2'.2i. Wane.
4/2.10• +.541S 20.
4.2
1 s 10.211 wp 6.•
Expander or Jordon t00
TYPICAL CORNER DETAI L
DADE COUNTY APPROVED;
GENERAL NOTES:
I. Design 10004 w011s .n one Out 13pst, roofs up ono AO.w• 7 pr1•
Solel Fnctor:
5cresndolh op20 40 Os 60% or 9rsolen
3. 41.wm-,um aeon s Ono c olumns 0.011 bs O min. of.055'h.C6 creek
tole r unes os per AIun.M.m ASSOC. CO881180 Men•ol.
4- Aluminum chna (O,1, purls ,00410.0 rO.l,h &use foec.0 0N,corn4f
culum,ns and lop perimeter mem. shalbe 0 mho. 0.040 044 .nth
n0 moos tolerance.
5. AN e.po ed fasteners shall be •044 91004,3. ►rely r'
alumn. . •(424 rn610 hardware 1001enet% w1t8 11106 IN 141 4454.4
gal.. steel. Ilun- exposed (os4eners be magnetic, 001,14.444 44.04
6. All masonry anchoring devices 56044 be mode Otno•currosme .
mrtolbr runstrucl.on or 44'0 a of larger/ P.V.C p1os4rc 04.materia4 of
4u r 0U. I ll y.
7. Bat Inn Sr rw; luslemn044 I hru on open seetloii Otgdn.ston fet0
h.sr.n or sail, ."004 have 04'400 dlomeser of 4/4' or us eOetim
01 %a" 44.44. din peter.
2.
8. A11 col. 21,011 be fastened to beams or struts soils t0*leners peter
than interior screws
9. 6063 - T6 aluminum ,l110y beams will pear vay& ldenbhc0tK14,1
.Ana 04 04444 tool t (Om each end at owe). FalNe• ova ors
4pproved mores: BON 606346, 1.4
10. In dd0.bon t0 bran' healing cowmen. clip oriole* ors e.Uu1CSd0A
4.404 (04004445 n (8'.O mo..
11. Slabs ono 4804.2.60 by othe unless o114er.n, rnrxed.
12. Lou lie•. on don's of doors of swstenun9 Pool .1186 1171.46116 shall 'b.
5'- 6 "oLA.e nvest/010 ono 9.044 bs sed GAO sd'44U
13. Spatlsare .n asc or dunce vsth 6es.gn cn4en0 Nod test requremems
for alumrsscreen enclosures , AU approved b. 000e Counts 6309.&'
2 on$n9 De doted Apn 5
14. A luminum ; ore 606 7ttoctied to beam wells
•a- SM5@ 24', 2L� earn end of strop.
15. Wood inserts 4500 ps, - no. 2nD southern woe or •qu.
16 Steel strop hoe o fiber stress 01 18,000 p0..
17- Rubber elec4rlcal tape or asphalt dip 10 be bt.ed ion s4M1 Mewls
In contact wi'h aluminum.
Ir1, Minimum (en9$41 of tNUps and inserts 40,60. W14 Q 44008 goo .
and p10Ced In Center of span.
19. Components on this sheet are tate/mod be US.Plllo.3.2212.34.
Perimeter mem ber'A` to pe 0dn/1wn04 hlWer1.4 w/ 2-040 5..15.
god, pone'. Pen.neler mem- B" requires no 0443.1441+01 40441.ne40..
Suctions 1,28 are olloy 6083 - TS YS = 16 Cs,
thy '3 -36, YS 2!i.s..
A 1.14 ll ( .rctnr s i1lo pre olu alloy 2024.
Or (see note 5) or Cqurl.
13,92
■ oo . oo
RES.* 126
ioo•od
`Chimre
EIecTa■ C
5 Gis` /E G>4
- Flan +er
To 0
0
O
P;
1455 SWic .
r'urb
4 Gui der � ,
1
,24.3o Phrkwoy
1
- -Drill Hole
Pipe
101 01 ST.
19.50
Asphalt Fvernent _ _ „_
:NT - - - - 10 2-
85
2
13S 8
- ' -
80
5 PU EASE ENT
2 8
F30'
LOCATION MAP
SCA,LE*1'.:Od
SKETCH OF SURVEY
0
C ST.
SURVEY of Lot 5, Block 185, of BAY BREEZE SECTION OF MIAMI SHORES,
%according to the Plat thereof recorded in Plat Book 42 at Page 25,
of the Public R-cords of Dade County, Florida, being situated in the
Village of Miami Shores, Florida.
, •
ORDER NO. 5164 DATE: January 26, 1976
P. 5 SCALE: As shown
- HEREBY CERTIFY that the attached SKETCH OF SURVEY of the above
described property is true and correct to the best of our knowledge
nd belief as recently surveyed and platted under our direction.
A. R. TOUSSAINT & ASSOCIATES, INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florio
By: kl Q. V, Prer
Howard C. Gambie
Registered Land Surveyor No. 1683
State of Florida
3 ?5
98.24
1"
13 13°3 72' SS
8
5
- 7
85
2
PU EASEMENT
3
185
6
102 nd
85'
4
85
LOCATION MAP
SCALE r= 100'
SKETCH OF SURVEY
200'
2
2o0
101 ST.
ST. -,
e)
_
t
WE HEREBY CERTIFY that the attached SKETCH OF SURVEY of the above
described property is true and correct to the best of our knowledge
and belief as recently surveyed and platted under our direction.
SURVEY of Lot 5, Block 185, of BAY BREEZE SECTION OF MIAMI SHORES,
according to the Plat thereof recorded in Plat Book 42 at Page 25,
of the Public R -cords of Dade County, Florida, being situated in the
Village of Miami Shores, Florida.
ORDER NO. 5164 DATE: January 26, 1976
F.B. 182, P. 5 SCALE: As shown
A. R. TOUSSAINT & ASSOCIATES, INC.
LAND SURVEYORS
620 N.E. 126 Street, North Miami, Florida
By: Q. V, Pres.
Howard C. Gamble
Registered Land Surveyor No. 1683
State of Florida
Pipe
019
CLft.
too.00`
14.55 SWK . J
I
Drill Hole
es
L-
Oo T
wipe
I°x.50' Asphalt E vernent v
Scale . I" =V�O
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