PLANS4L . E I . E V Z 770Als 5 11O W I ' ♦N I E T REFER' tJ
4; 5, O. ; - AVc,C,%l St4 L eVt . ✓G ?UM
irA •` TA 4 41sID 5-1.ZV /► / z � 7 /� ;
✓ 74 7.. :- O ' !' `O / 24.,...... f.}�y `,' " xr Y
�' 5`oY5 G 5Ce143c1P . RoPez - ' ,' j 44/z2 eazeecr 9r
SSE. ,4.&' D ,5 C /v7 Y :,,e' /4 '.G .Q0 04/R 4
COE1A/T) F .C2Z124
NTQSH
F4- 012IQA 33434 R (WO.'
952;
ei900:fiFtt}m tto 3
? ?: 553 ., Florida 33144
oaAwNr t t'1:E SCALS ..
Or; or , sncr Msr+vfitfirrtirs.. c* * ?r • Attvrr►;r+vrtt '+e` arsdf Pool thit sates.
j1
w 4 t!
CU ATROL
5900 Potts t ta.` E Dt s&wa +' N W,
Box , -96 'l tit c!'ti .F1a0't'idtt
,DR W
MARK
503
773
873
1013
403
603
804
004
302
202
402
702
MARK
302
402
TYPE
A
663 A
A
A
A
A
A
A
A
A
B
MISC.
C
C
C
B
C
202
202
1X2
IX2
IX2
1X2
8' -0"
1 t -O"
1
TYPE 'A'
SIZE THICKNESS
b
3.00
3.20
3.50
3.85
425
3.00
3.00
3.00
4.00
4.00
2.00
2.00
2.00
2.00
2.00
2.00
2.00
I6.0"
14.
13=0'
910'
to -o
12' - O"
1
10 =8"
SPAN
TYPE . 2 .
BEAMS • D CCLUV1RS
BEAM AND COLUMN SCHEDULE
d
500
6.60
7.T0
8.70
10.10
4.00
6.00
700
8.00
10.00
3.00
2.00
4.00
6.00
7.00
TYPE
SIZE
d
3.00
400
b' TI
.0
3.00 S
3.00 .100
320
3.47
3.75
3.00
3.00
3.00
4.00
400
b'
088
.094
.125
.125
J40
.050
.040
.060
.090
.140
:050
STRUT TO EAVE SECTION
CHAIR RAIL TO COLUMN
PERIMETER MEM. JOINED
PERIMETER MEM. TO COL.
PERIMETER MEM. TO CONC.
PERIMETER MEM. TO WOOD
1 SET (2 CABLES)f 29.0"
1 SET (2CA8LE5) 26.0"
T2
.060
.055
.060
.070
.080
.060
.060
.066
.070
.096
.050
.040
.050
.050
.060
T2
.05D
.050
I SET (2 CABLES) 32.0"
I SET. (2 CAKES)
240"
T3
094
.100
.100
.108
.117
.088
.094
.125
.125
.140
.050
.120
.180
.280
THICKNESS
T
.050
.120
TYPE 'c'
M4X.BEAM SPAN SPACED £ -£
5t0"
21=8"
27 -'8"
32.2"
37.4"
.110
.120
43' -10"
18.2"
25'0'
30.3"
35 =11"
45.3"
12.2"
810"
17'-1"
26' -O"
32 1 3"
8=0"
20=6"
26.0'
30.4
35-K>•
4I' -2"
17' -2"
23-7"
28' -5"
33 =8'
42.6"
1 =5"
8.0"
16
24 =8'
30 =4'
MAX. COLUMN SPAN SPACED E - C
5 =0"
s =o"
DO
I0.4'
9' -5'
14' - -0"
12
MISCELLANEOUS FASTENING SCHEDULE DESCRIPTION MEI RER DESCRIPTION T,4ISTENER
202 STRUT T0102 AT BEAM 24P 0X3/4' S.M.S.
l
00.
Do.
DO.
ANCHOR AT 24 C -C
#I0X2V2 "SMS 24"C"C
SCREEN WALL CABLE SCHEDULE
2 SETS (4CABLES)
2 SETS(4CABLES)
2 SETS (4CABLES)
2 SETS(4CAELES)
2' -0" 1 SET (2'CABLFS) 2I =4" _ 2 SETS (4CABLES)_
HEIGHT - CABLES SPAN CABLES
ANCHORS TO CONCRETE ■ MASONRY SHALL BE I/4 "X21/2"
THUNDERBOLTS,_ # 10 X 21/2' S.M.S. IN JORDAN 1020 ANCHOR
Or APPROVED QUAL
7 =0"
19=8'
24=6"
28.8"
33
39.2"
I6 -6'
2215'
26 =11"
32 =1"
40
I0= 10"
8
15 =4"
23 =3"
28 =10"
7 =0"
41 =9"
18
23' -5"
27
Do.
3I= I1"
37.4"
I5' - -8"
21' - 5"
25 =I0"
30.7"
38 =T"
10.4"
7 =0"
14 =7"
22 =3"
27
8 -0'
8 2"
II =O"
REMARKt
W/ 2- 1X2'0 SNAPPED ON.
DO.
D0.
DO.
D0.
W/2 -1 X2'S SNAPPED ON
DO.
DO.
DO.
40 10X V2" S.M.S. AT 24" 0.C.
DO.
DO.
COLUMN SCHEDULE
SPACE C'MIRRAIL 6 C - MAX
D0.
DESIGN CRTTERIA
WALLS: DESIGNWIND LOAD N 0 OUT 13 PS.F.
TEST LOAD WIND IN 9 OUT I93PS.F.
RODE: DESIGN LIVE LOAD DOWN 7 PS.F.
DESIGN WIND LOAD UP 7 PS.F.
TEST LOAD UP IS DOWN IOSPS.F
RECOVERY AT TEST LOAD 90%MIN.
DEFLECTION LIMIT AT TEST LOAD L /80
EXISTING STRUCTURE
1-
I
NOTES:
L) ROOF SI SIDES SMALL BE COVERED WITH SCREEN CLOTH
BEING 60%0R GREATER OPEN THE ADORON OF SOLID
ROOFING OR SIDING 15 NOT COVERED BY THIS SHEET.
23 THE EXISTING STRUCTURE MIST BE CAPABLE Cr SUPPORTNG
THE LOADED SCREEN ENCLOSURE
33E063-76 ALUM. ALLOY BEAMS WILL BEAR IDENTIFICATION
I - FT FROM EACH END OF BEAM.
4J USE ADOTTIONAL SETS OF CABLES WHERE BEAM SPANS EXCEED
THOSE SHOWN N CABLE SCHEDULE
53A TOLERANCE OF .006 ± IS ALLOWED WHERE WALL THICKNESS
EXCEEDS .008 ".
6.)EXPDBED FASTENERS SHALL BE NON - MAGNETIC STAINLESS
STEEL OR ALUM. EXCEPT CABLE FASTENERS MAY BE HOT-
DIP GALV. 7.)MMASOP4RY ANCHORS SWILL BE MADE OF NON - CORROSIVE
METALIC CONST. OR OF VIRGIN PV.C. PLASTIC.
DETAIL.
2.1•10 S.M.S
1 "x2V2kVd
G "LOOM
TYPICAL ROOF PLAN
TYPICAL ELEVATION
ALTcI(NA •.� IA
LAS 1 NEW MEM. TO OLD
W/2 -1/4" XS'LABS NOO EA.
TRUSS OR RAFTER
8
1X2 2"X2"X Iro L
w/ 244 10 S.M.S.
A. L€G
_ 3/32"8.3. CABLE
y1S'wELDEO
EYE BOLT
DETAIL 9
1200.0 0101048 STRENGTH
3/32' SS. CABLE -�
3132'NICO- SLEEVE
EAVE 60ONER MEM.
•
•
•
' 31DE1G1LL GRACING
COLUMN
0
DETAIL 4
NOTE. 3/32' - x M S.3 CABLE, MIRO BY
UNIVERSAL WINE PRDDUC7S OR !DUAL
2"X2 "X /S L
EA. SIDE
1X2
DETAIL IQ
202
CABLE Ei 102 WIND BRACIN9 DETAILS
MISCE LAN
DETAIL 1
3 V2"
10;~ EAVE & CORNER
BEAM CQNNECJION
USE 2 VB "L X 2 "ta. EA.SIOE
w /3"P10 SM,S. TO SC/M16 4#0 X2V2"
S.M.S. TO FASCIA
M4. FASCIA
BF,AM__CONNECTION
USE 2X 2'X Vd L 2' LG. EA. SIDE
w/2 la" TNRUBOLTS TO SEAM 6
4_0 10X 2 V2" SM.& TO FASCIA
DETAIL 5
NOTE$.
O' TO 32 SPAN USE 4-I0 10 SAS
E. 2 ANCNORS EA. COLUMN.
OVER 32' SPAN USE 640 10 S.M.S.
& 4ANCNONS FA. COLUMN
USE 2 ANCNORS & 4 S.MS.
EA. 310E OF CORNER COLS
102 BRACING SCHEDULE
o' - IG' USE 2 10 WAS.
1■0TE : THIS BRACING DOES NOT APPLY TO THAT
ORTI 1 IF t,OWI THAI HIED INTO
ROOF 1V BRACING LAYOUT LAYOUT (FREE STANDING E4 FASCIA ATTACHED ENCLOSURES)
I -BEAM
NOTE: NOT REWIRED FOR SDK SEAMS
202 SUMP
BOX M IMI
1M WSW TO CGOK BEAM
D 6
REVISED: AUGUST 9, 11172
2"k2"XVtL W2-I
S1LB. EA. LES
rim Nt'kvet_
WM4Lla,
2 -GERM
....WE E� F OR SOL
4 f W o f
2"X2NLdLW /24.10
SAM EA LEG
DETAIL 7
SCREEN ENCLOSURE DETAIL SHEET
ENGINEER: 'view S.1001MS1001'
DATE: AUGUST M, RNA
OPE Md.
CAE IBM.
CLI MATROL COPPO ATlON
6900 N.W. 77 CT.
P.O. BOX 440563
MIAMI , FLORIDA
33144
1071
kce 4
AsPeliot,r
k. /071 ob.
4 /9/PPorie.ii-
e.6 it
/ 0 I
g g-e/RFac.4- r vt oft; y
"'DP Re-s
oot A, 9
' " ,Pilo-t
o4 4'
.AsPtien,r
t
— 71 S.. /0 KA*,
" :10'
b r bRivtodP/
4 /),PPM/I- L4.) i v 1 1 , dl,p
cao
• 4 - DP E(55:
Ot 9V
r�IlAt�lta i
isziksmiermatimue.
t+e; SC SA*" N tv{ % Ow w 1Aw
DETAIL B. B.
1. Insulate all supply ducts with a vapor barrier fiber-
glass 'rap 1
Vapor seal all laps & joints with asphalt mastic.
2. Line all return a f ducts and first 10 ft. of supply
duct with Y2 ''— 1z luct liner.
3. Employ turning vanes in all rectangular turns.
4. Secure all condensing units and packages to frames
or pads with metal straps.
S. Stun all drains to code. Rmt*.lov aux. drain pans and
drain from all air handlers.
e. Verify all dimensions and conditions by a job site
inspection.
All equipment is to be checked prior to shirting
job and Any shortages or wrong equipment immediately
reported. Check refrigerant tines in particular
and do not uncoil tf !±f wront 44 e.
M, o_' of thi* Mint 4* fo he ph4twd on W%.
o, Comply w4th all Local Cr'. de
10, yfttortor ctttct work .t* to be lined with
seta** ductt impaled top a aide* on t:►'• linrs"t
center *.
11. A screwed on acce**
evaporator coil *,
12. All unit* are to be
c++ udtty '+eevteed.
1"-14 fiber-
00$1 is to be provided for all
325 C F M
16"X 3{,
v H Oe
C.L_O
.325 c.FM
16" X8"
VE -tOP�
RED
!75 C1= NI
12" X 8"
FLOOR RElSTtR
FLA, R
'BATH
CLO
CLO
(75 CFV1
1 2 ' X 8 "
r � ^^ LD\
�R REGISTER
' -- ___ ._
24"X 24"X24" RAF
a 2 5 c. i
2 1 ' x ' '
Y'4 O B ; L -
SNT 1~t
R -u4 R. AND DR.Po N •
1..114E. UNDER 71.\E. K4t} SE t
LViNG R.
150 CFM
12" X 5 "
7-"LOO REG1sTER
...� ^ _ ..
j ..
}
200 CM '`
12 "Xe.
FLOOR RSIS R
200 C F
12" % 5"
FLOOR REG1sTER
BED.
BED
325 cFM
16" XS"
VI-13B
-
a
- _ DETA1 L S. B.
RUN REF. AND DRAIN
LINE DOWN l■ND UNDER
T HOUSE TO T1-1E. UNIT
36" X13" RAF,
1.
I
Q(
\t
'I
I 1
it
O
0 �
BATH
4TE :: y `1„�c pr nsea ms *ka
200 cEM
i 2't x S"
FLOOR
RR6iSTER
}� Co 'JNTER FLOW
ETA1 L. AA.
;NTP\Y
j
a a. 5 C F M
12 "X3"
FL FOR PEGISTER
4-
150 C
1a" x 8"
FLOOR RE G1 STER
'1
DER
DETA A.A.
STUD,
Flt. FLOOR
FLEXIBLE
CON NEC.TOR
a
[01i► 110
'`370
SEARS. ROEBUCK & CO.
TYPICAL ELECTRIC. FURNACE
COUNTER ER r LOW `f YP\C.AL
�. T. 5.
AIR CONDITIONING
for
\ FLOOR
LOOR
JOIST
- SUPPLY AIR
PLENUM
RA Ea
4LL` .Ev.Q7JD;4JS
U. C: 4 6.Z. M4 tij
MIAMI .5)=. - VILLAGE:* & 1' „:
i
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E: HE.02EIY "CER ,IrY. TH T •,,� - :C-1«E.D`
T�C 423av E ,Q4F5C21,5.5P FRoP ,h fi 7.e J 4..D erozz [ rt 7h/4 eC'r QF
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... . ,
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RuN REV. AND 1
1.144E UNDER THE t-OU
61 N
. 1 41'.
153 LF
12" X E"
FLO R REGtSTt:.R
4 GFM
12'Xb
FLOOR REGtSTER
DETAIL. S.B.
RUN AND DRAT
UNE Da r. 4:aVu.gtEck
THE Ho S', TO "NE tj l4't`t'
COUNT .,A FLOW-
NTY
ATTIC
- 1 RAF a
FLOOR
JfltST
SUPPLY AIR
PL-ENum
TYPICAL ELECTRIC. FURNACE
COUNTER FLOW'S- - TYPICAL
NI .7. S.
alsmoimarAwaimmumwm
gfflowitglarsvammai
HEN,R1' W riEL C- EL
1. Insulate ali suply ducts with a vapor barrier fiber-
glass wrap ��=- �: �.
Vapor seal a11 : 'laps &. joints with asphalt wa, tid.
2. Line all voturqati ducts 'and - firat 10 it, of - supply- `
duct Oth V2 uct liner.
3,. Employ turning vanes in all rectangular turR4.
4. Secure all c)44ensing units and ,packages to fra44.5 -
or pads wi th ' asetal straps.
S. Run all drains to code. Uupioy aux. drain p&4
drain frogs all air handles. .'
6. Verity :ail ditteaslons and conditions by a job site
inapcctioa
7. All equipment is to be chucked prior to ata re ng
job sod Any shortkges or wrong equipacsat iaw►oliatc .y
reported. Chock refrigerant line* in particular
and do not ''°' .'it' ox wrong size.
b. One copy of this print la to be poatcd on jab.
1 . Cpaply with all local codes.
10. Exterior duct work is to be lined with 1 "..110 ti t. ?.
glans ductliner impaled top 4 sides on 15" lineal
cctatesrs.
11. A screwed on &ccesa panel is to be provided for all
evaporator coils.
3. All units arc to be placed so that they may -bc
;ea►dily serviced.
�. /? .:laf� •cis Vic?.:? 72 " „ -* garc•c
-
YP
MEM
ogt,f.yR }.s:T ,ya ;rt ,..,.
�? is 3t�:. ✓./L.:~. ,
,Cga : 7:se
`Co /•r. ii e)
cwe 4: 7 4,
WA LS
W
1.4
•-)
RUC? ^ /C1iILING
Mr'
FLOOR;:
AREA
SQ. FT
AREA
S! FT
U
/ALUES
AxUw
2 560.
AREA II
SQ.FT. iVALUES
AxUr
/
AREA ; U
S a_ FT_ knLUL'S
11xU!'
CROSS WALL
2�0
1523.,0 .2
i GR ;OOF/
1 5
2 C L I ":
16
GI %OS
ROY/CEILING
Y523.
26
j i G
,ROSS PLOT
WINDOW
1/4.47
1.O4
!SE. s
17
SKYLIGHTS
No"-'G
�--
17
4 023.6. gl 6 . ig
7 ( TOTA L�LI NES
4023.to
521. to
DOOR
11.2
, 4?
33.5
13
ATTIC
SCUTTLE
you
--
_ 18
lq
20
1 't
OPAQUE
V.AL.L U1:11
► 3g t,a
. 122
t�8•Cv
21
22
OPAQUE
ROOF /CL Uc"
ROOF CL Uc'
1523• �o
. 047
j t ,�f
,
�1 OPAQUE
FLOOR UF1
22 F L O OR U U F2
•
_
WA LI. Uw
° ;2.65
•
6 7.2
TOTAL of LINES
17„18,19,20,21,22
� 'g
`3
2
TOTAL
1 ?,18
A CTUAL Uoa
0
of LI NES
LI! E 23
..
il • C '
0 4. E
TOTAL
� . 1 ?,18,19,20
2 ACTUAL Uo-
of LINES
Ldv 21
-
ACTUAL Uo- LIE 23
• ' 180
LI NE 16
LINE 16
T T WI: 16
w BUILDING
C.-2, . p
C0��1 ON..NI'
AREA
Q. FT.
TABLE
52 or '
oVA LIES
A x Uo
w I BUILDING
H OM? NEtiT
.� 1 C 0
AREA
SQ. FT
LINE 4
2
ABOVE
UOVALUE
A x Uo
2 ; , GROSS
WA LI S
2 560.
ii
• i -,
- 1 S 0
2 � GROS
wA L La
/
, tga
fa5G
25
GROSS ROOF/
C T T G
1523.,0 .2
i GR ;OOF/
1 5
2 C L I ":
IS23•6
,O4.7
7i • co
26
Ggg SS
F } :S
26 FL :68R ,
T O A L LI gES
4 023.6. gl 6 . ig
7 ( TOTA L�LI NES
4023.to
521. to
2R
:k) VAil:. =T
etrn:A ; =TM
A" I.( 'd . 20
f VALUE
12F) IACTUAI. Uo VALU
- OTA L(AxUo1
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cTT C- �, 1ce4c .
( PEA T IIJG /CO0I.Itlt;, FOR •ti 10UP 11 & I, THREE :.:TORIES OR 1,!:,;;;; ) (ti1;ATING, FOR ANY OTHER BUILDI NC) ,
CALCULATION OF ENVELOPE VALUES
ACTUAL Uo VALUE
A.
STUD OF ruFFTNG
sFACINC
12'
12 "i15'
2'a')
FRAMING RATIO
b.1 i 1
.1?
CAVITY . RAT I O
in -��,'�
;IQ:
WA LL
CONSTR
MATERIA L
LIST
WALLS
A 1,:,.:L'+ I O;.
R - VAT
} /COOLING (GROUP H °< I
THREE STORIES OR LESS )
HEATING ANY Oil 1;,R DUI LD: N(.3
HE RNA I� Tfi1111';�fI:; ~i Oi. DAS�`ES �Z to FOf(O ri�'sra -a. ) `r:`�L AMWA " 'I•, Q S ! 4( '
L, OPAQUE SURD ,1, �`
CAVITY
.AIR SPACE
AIR FI I .'•1
% - T
� NS I DE
TOTAL R
�I NES 1 -1..
o,4S
!.04 1
AIR FILM
OUTSIDE
.6 1 Z''t�rwv OUTER
U -SUM CF
R 00
CEILING
Mt• TERIA L
LIST
IT EATING /COOL
1NG.
ALL BUILD'N
"1 AVT Y
NOTE: When more
roof/cell.
tVp 5 or
na l cople
COMFONEN'1~
than one type or floor, or
1n'; is used, or more than twc
wails are used use auc111.1r
n or thin ,h1.^. ;;Meet
11EATIN: /COOLIN
ALL ILDI ?1(;S
FLOORS & CE•ILIuc.:
JOIST/147MLR SP.
12'
1r•"
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B
FRAMING RATIO
.1?
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CAVITY RATIO ! ".`
.:xnVr';
WA LL
CONSTR
MATERIA L
LIST
WALLS
A 1,:,.:L'+ I O;.
R - VAT
} /COOLING (GROUP H °< I
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HEATING ANY Oil 1;,R DUI LD: N(.3
HE RNA I� Tfi1111';�fI:; ~i Oi. DAS�`ES �Z to FOf(O ri�'sra -a. ) `r:`�L AMWA " 'I•, Q S ! 4( '
L, OPAQUE SURD ,1, �`
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AIR FI I .'•1
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o,4S
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AIR FILM
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.6 1 Z''t�rwv OUTER
U -SUM CF
R 00
CEILING
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LIST
IT EATING /COOL
1NG.
ALL BUILD'N
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NOTE: When more
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na l cople
COMFONEN'1~
than one type or floor, or
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n or thin ,h1.^. ;;Meet
11EATIN: /COOLIN
ALL ILDI ?1(;S
FLOORS & CE•ILIuc.:
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