PLANS^ U AN. MODEL It OESCRIPTI N DIMENSIONS VEIGNT _,
al -5 z L vv r �
' + AL
1. Insulate all supply dicts with a vapor barrier fiber-
glass wrap V —
Vapor seal all laps & joints with asphalt mastic.
2. Line all return air c Cts and first 10 ft. of supply
duct with�t_.1 /2. d uct liner.
3. Employ turning vanes in all rectangular turns.
4. Secure all condensing units and packages to frames
or pads with metal straps.
5. Run all drains to code. Employ aux. drain pans and
drain from all air handlers.
6. Verify all dimensions and conditions by a job site
inspection.
7. All equipment is to be checked prior to starting
job and any shortages or wrong equipment immediately
reported. Check refrigerant lines in particular
and do not uncoil if of wrong size.
8. One copy of this print is to be posted on job.
9. Comply with all local codes.
10. Exterior duct work is to be lined with 1 " -11# fiber-
glass ductliner impaled top & sides on 15" lineal
centers.
11. A screwed on access panel is to be provided for all
evaporator coils.
12. All units are to be placed so that they may be
readily serviced.
NOTES
u nu re
KITCHEN
aso CFM
1U "_c 10'\
3 WAY
1,
(00 CPM
J 3 o i'3
3 WAY
N
8c.,; " 1.4
250 CFM
10"x10"
J5Of3
3 WA Y
10 -0" ALLEY
0
—RUN r.Z, E F". Lt.
OF /'►r1 tr 1•JE
T F4rU) ATT
N
EAT * - 1 - r2 • P
D
16
LIVING
250 C.F M
I o" x 10"
J5Us
'3 WAY
475 C M
12_ "x1Z „�
4. \A/Ay ;
A1R_CON DI T 0 N 1 N
SCALE: , k 4
•
_5 cr -1N1
8 "
J5 0 [3
3 WAY
r t. r'a• Nt,
,t
, 2c r ' +.aa;i •hied ,e
1= >±.A .
Ic
�� r a:.v ?. tlk .�, i
c; \ \
= 1
t.. It I. E. l' ie. 4
/. ':'t Ft In . j 9FLCti.4.F. ,
I.
Cd\IL '.0
�.:., .
irk
r E m rE w r: I =
Va
54_5 945 - 0 :3
�- 3 SEARS ROEBUCK & CO. r rCro
s
AIR CONDITIONING
for
DOOR
HEIGHT
H EIG HT
RETAIL
MODEL
6RACK LA NT
93, H93
r
-
Xt
®
•
1514111331111101111
6 -6
•
7 -0
•
®RIND
®i11
: ° -'
:'. . _ .7 .:
Imss
—
-
-
-
7 -6
('
MI®dlIIUM
8 -0
8'_ 6'
94'
nags
10-
34'
58'
•
-
9'
1
106
3 -1 2
10'
58
82
-
10 -0
112
3 -1/2'
3
58
82"
11 -o
11 �i
.
•
Mill
12' -0'
IESINSMEMIll
135'NEM 10' 34'
5 ?
A?
':
82'
106'
INSTALLER
P ODEL
RETAIL
MODEL
DESCRIPTION'
93, H93
83
24 GA. STEEL SKIN; 18 GA. STEEL END STILES
94, H94
E4A
24 GA STEEL SKIN: 18 GA PAINTED STEEL...1ND STILLS
'DOOR X
- HEIGHT , -=
NUMBER' OF
?SECTIONS ' =e
6'0 " -. TO 7'0' - '
-- .....,..i , 44).:-; , .. ,
7'674 TO' 8'9 ..
;.�
9'0'.'70 -10'6
� �
10'9'_TO_ 12'0`
: ° -'
:'. . _ .7 .:
MODELS 83; 84A :93, • 94;: H83;` H94
END STILES ATTACHED TO DOOR SKIN-WITH PATENTED
10G -L -LOC SYSTEM (TOP. BOTTOM, & CENTER)
ONE.I N'1ERJED'ATE STILE BETWEEN EACH EMBOSS
:ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
AND URETYANE ADHES!V'E (ALONG CENTER)
TAB LE
INSIDE Et EVATION
• SECTION ARE EfTHER 18' OR 21' HIGH
• 16'
• :5' 'X4•
- X3'
13 GA. GALV. STEEL FLAG BRACKET,
EACH FASTENED TO WOOD JAMB W'iTH
(3) 5/16 x1 -5/B' W000 LAG SCRE'w..
TRACK CONFIGURATION
2' GALV. STEEL TRACK,
TRACK THICKNESS: .060'
DETAJL.
TIP. 2 -1/2 - x72 GA. GALV. STEEL TRACK BRACKET.
4 ) TRACK BRACKETS PER SIDE ((UP TO 8' H: :GH)
5 TRACK BRACKETS PER SIDE (UP TO 10' HIGH).
6 TRACK BRACKETS PER SIDE (UP TO 12' HIGH).
S EE EN HI
D
SEE INTERIaEO, HINGE
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2
5/8' MIN. ENGAGEMENT
OPPOSITE SIDES
F DOOR)
(SEE LOCK OPTIONS)
END
STILE
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SLIT)_\
suoE BOLT
-LOCK ENGAGES
INTO VERTICAL
TRACK :..ONE
LOCK ON. •
EACH_ SIDE
7. OF'000R.
INSIDE - SLIDE BOLT .-
LOCK OPTION'
E' O - STLES ATTACHED TO DOR SKIN S',77.4 PATENTED
TC"G -LO'D SSE (TOP. EQTTDM CENTER)
F — GNE iNTERMEDL =TE STILE BETWEEN EACH EMBOSS
WITH TOG -L -LOC (TOP & eorToM)
URETHANE ADHESV (ALONG CENTER)
I.. - - -a A
INTER..
STILE
LOCATION OF OPTIONAL VENTS
M.AXIMUM VENT OPENING: 60 IN'
M x. DOOR WIDTH 9 - 0'
OUTSIDE --_
WiOLE
INS!D= FI EVATION
OUTSIDE KEYED LOCK
LOCK P.AR L OCKIN G
2.5 WOOD J:..uB
12 GA. CALV. STEEL TRACK
BRACKET FASTENED TO W000
JAMB WITH ONE 5/16 -5/8'
wooD LAG SCREW PER BRACKET.
E
STILE
LCCK
E-.:,
GUIDE
LOCK 'R
ENGAGES IN
TRACK ON
EACH SIDE
OF DC•SP.
PRE_PAFATQ ^' Oc �Ab 6Y C HFR.
2' GALV. STEEL TRACK
FASTENED 10 TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/4 BOLT & NUT QR
1/4' RIVETS.
J tC riNFIGURAT ;
L— . —�• - A
STOP MOULDING BY DOOR
INSTALLER (TO Sul)
20 CA. PIN. GALV. STEEL END STILE
20 GA. CALV. STEEL INTER. STILE
STEEL ROLLER.
NCTF - ; �SUPPCRT!NG STRUCTURAL ELE SHAD BE DES
BY A REGISTERED PROFESSIONAL ENSi' FOR W ND LOADS
SHOWN ON TH S DRA'w
IN LR, STILE
OUTSIDE- �''
KEYED
HANDLE
rWo PoINT LoCKING
INTO TRACK PER
SFBC 3603.2
5/8' MIN. ENGAGE!aENT
OPPOSITE SIDES
F DOOR)
(SEE LOCK OPTIONS)
14 CA. END HINGE
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
ENO
STILE
INSIDE HANDLE
OUISIDF KFYEp_LOCK
SNAP LATCH LOCK OPTON
24 G4 MIN. G -40 MIN, CALV. STEEL
(MIN. VELD STRENGTH: 28 KSI,
DRAWING QUALITY) WITH PRIMER AND
EACED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL.
(4) 11445/8 SHEET PETAL SCREWS
(4) 1 /4 /4'- SELF TAPPING SCREWS
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO CENTER STILE W /(4
EACH 11445/8' SHEET PETAL SCr
7/16' PUSHNUT INSTALLED ON ROLLER
SHAFT FOR UNRESTRICTED DOOR OPERATION.
14 GA. GALV. STEEL ENO HINGE
FASTENED TO END STILES W /(4) EACH
11445/8' SHEET PETAL SCREWS & (4)
1/4 SELF TAPPING SCREWS-
Building Products
Company .
(';.4 :r
1I, L
DESIGN ENGINEER:
MARK W, WESTERFIELD
FLORIDA REGISTRATION No. 48495
MECHANICAL ENGINEERING
_ _G 1j i'S
- i::0I D�dl LIV1i;:t Call
D111r10
18 CA INTERMED;ATE HINQE
ALL DOOR MODELS ARE
CLOPAY BUILDING PRODUCTS
8585'DUKE BLVD.. .
MASON, 01-4 45040 •
(513)-3707:4600
RAISED PANEL EMBOSS
2
7 -8 -97
3/16/01
3 11,2Ch3
AD0E0 P °X:uUIJ VENT OPENING
G - PIN. WAS G -
•.70CD Lx1C'CK0 1-4CG!1 uOot15
12 GA. GALV. STEEL TCP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
114x5/8' SHEET PETAL
SCREWS.
• SFCPON A -A
SHIP LAP J0'NTE.
,- 14 GA, GALV. STEEL
END HINGE. EACH
FASTENED TO END
STILES W/(4) 114x5/ &'
SHEET METAL SCREWS
& (4) 1/4' SELF
TAPPING SCREWS. •
2 -1/4 -x20 GA. .GALV, „,STEEL
U- BAR,;TWO U- 8JR5 PER
SEO,-. EXCEPT' 3RD SECPON
Vi4 N HAS ONEju -B'&
U- BARS',MADE FROM 80 - KS1.
STEEL'. EACH U= '' 6AR ATTACHED
w /(2) 1 /4'3 / .SELF.
TAPPING SCREW PER STILE.
ALUMINUM EX1RUSION
V ^. JYL W'EJ
13 GA. GALV.: STEEEr.,@OT.1OM
BRACKET ATTAT.7riEDiw /(2)
114x5/8' SHEET METAL' SCREWS.'.
THE 2r6 VERTICAL WOOD JAMBS ARE TO DE GRADE 2
OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAN3 FASTENERS
MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
216 W000 JAM3 CAN BE ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
15 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.
ANCHORS CAN BE 1/4'x1 -3/4' EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM
AND 16' O.C., -OB WITIi 3/8 (1 -3/4 EMBED)
RAWT- LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8
FROM BOTTOM AND 24 0.C.
QES;GN - LOADS : 4 42.0 P« - Lt. X48.0 RSF;
”" 7 astux.��r.: j a -,�iF 1g7.1.r'
Pl4T tr42 1 J j � x 12o
COMPAIn y�.
11/ 19 /9F 4 r.r v 04 . DOOR wO0E15
j;._ i.: ;. 83; ' Eu, 93. 94: - }{93 H94
unN �
1•l4Y .T>1S
�vcn:i 4 z 4 - �r }a^L of 3'G
.' -
� �
a
LOCATION of O VENTS
A kx1MUM VENT OPENING:;-6Q IN'
MAX. DOOR , WIDTH' = 9' 0
MODELS 83; 84A :93, • 94;: H83;` H94
END STILES ATTACHED TO DOOR SKIN-WITH PATENTED
10G -L -LOC SYSTEM (TOP. BOTTOM, & CENTER)
ONE.I N'1ERJED'ATE STILE BETWEEN EACH EMBOSS
:ATTACHED WITH TOG -L -LOC (TOP & BOTTOM)
AND URETYANE ADHES!V'E (ALONG CENTER)
TAB LE
INSIDE Et EVATION
• SECTION ARE EfTHER 18' OR 21' HIGH
• 16'
• :5' 'X4•
- X3'
13 GA. GALV. STEEL FLAG BRACKET,
EACH FASTENED TO WOOD JAMB W'iTH
(3) 5/16 x1 -5/B' W000 LAG SCRE'w..
TRACK CONFIGURATION
2' GALV. STEEL TRACK,
TRACK THICKNESS: .060'
DETAJL.
TIP. 2 -1/2 - x72 GA. GALV. STEEL TRACK BRACKET.
4 ) TRACK BRACKETS PER SIDE ((UP TO 8' H: :GH)
5 TRACK BRACKETS PER SIDE (UP TO 10' HIGH).
6 TRACK BRACKETS PER SIDE (UP TO 12' HIGH).
S EE EN HI
D
SEE INTERIaEO, HINGE
TWO POINT LOCKING
INTO TRACK PER
SFBC 3603.2
5/8' MIN. ENGAGEMENT
OPPOSITE SIDES
F DOOR)
(SEE LOCK OPTIONS)
END
STILE
HORIZONTAL TRACK SUPPORT BY
DOOR INSTALLER (TO SLIT)_\
suoE BOLT
-LOCK ENGAGES
INTO VERTICAL
TRACK :..ONE
LOCK ON. •
EACH_ SIDE
7. OF'000R.
INSIDE - SLIDE BOLT .-
LOCK OPTION'
E' O - STLES ATTACHED TO DOR SKIN S',77.4 PATENTED
TC"G -LO'D SSE (TOP. EQTTDM CENTER)
F — GNE iNTERMEDL =TE STILE BETWEEN EACH EMBOSS
WITH TOG -L -LOC (TOP & eorToM)
URETHANE ADHESV (ALONG CENTER)
I.. - - -a A
INTER..
STILE
LOCATION OF OPTIONAL VENTS
M.AXIMUM VENT OPENING: 60 IN'
M x. DOOR WIDTH 9 - 0'
OUTSIDE --_
WiOLE
INS!D= FI EVATION
OUTSIDE KEYED LOCK
LOCK P.AR L OCKIN G
2.5 WOOD J:..uB
12 GA. CALV. STEEL TRACK
BRACKET FASTENED TO W000
JAMB WITH ONE 5/16 -5/8'
wooD LAG SCREW PER BRACKET.
E
STILE
LCCK
E-.:,
GUIDE
LOCK 'R
ENGAGES IN
TRACK ON
EACH SIDE
OF DC•SP.
PRE_PAFATQ ^' Oc �Ab 6Y C HFR.
2' GALV. STEEL TRACK
FASTENED 10 TRACK BRACKETS.
EACH BRACKET ATTACHED WITH ONE
1/4 BOLT & NUT QR
1/4' RIVETS.
J tC riNFIGURAT ;
L— . —�• - A
STOP MOULDING BY DOOR
INSTALLER (TO Sul)
20 CA. PIN. GALV. STEEL END STILE
20 GA. CALV. STEEL INTER. STILE
STEEL ROLLER.
NCTF - ; �SUPPCRT!NG STRUCTURAL ELE SHAD BE DES
BY A REGISTERED PROFESSIONAL ENSi' FOR W ND LOADS
SHOWN ON TH S DRA'w
IN LR, STILE
OUTSIDE- �''
KEYED
HANDLE
rWo PoINT LoCKING
INTO TRACK PER
SFBC 3603.2
5/8' MIN. ENGAGE!aENT
OPPOSITE SIDES
F DOOR)
(SEE LOCK OPTIONS)
14 CA. END HINGE
SNAP LATCH ENGAGES
ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
EACH SIDE OF DOOR.
ENO
STILE
INSIDE HANDLE
OUISIDF KFYEp_LOCK
SNAP LATCH LOCK OPTON
24 G4 MIN. G -40 MIN, CALV. STEEL
(MIN. VELD STRENGTH: 28 KSI,
DRAWING QUALITY) WITH PRIMER AND
EACED -ON POLYESTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL.
(4) 11445/8 SHEET PETAL SCREWS
(4) 1 /4 /4'- SELF TAPPING SCREWS
18 GA. GALV. STEEL INTER. HINGE
FASTENED TO CENTER STILE W /(4
EACH 11445/8' SHEET PETAL SCr
7/16' PUSHNUT INSTALLED ON ROLLER
SHAFT FOR UNRESTRICTED DOOR OPERATION.
14 GA. GALV. STEEL ENO HINGE
FASTENED TO END STILES W /(4) EACH
11445/8' SHEET PETAL SCREWS & (4)
1/4 SELF TAPPING SCREWS-
Building Products
Company .
(';.4 :r
1I, L
DESIGN ENGINEER:
MARK W, WESTERFIELD
FLORIDA REGISTRATION No. 48495
MECHANICAL ENGINEERING
_ _G 1j i'S
- i::0I D�dl LIV1i;:t Call
D111r10
18 CA INTERMED;ATE HINQE
ALL DOOR MODELS ARE
CLOPAY BUILDING PRODUCTS
8585'DUKE BLVD.. .
MASON, 01-4 45040 •
(513)-3707:4600
RAISED PANEL EMBOSS
2
7 -8 -97
3/16/01
3 11,2Ch3
AD0E0 P °X:uUIJ VENT OPENING
G - PIN. WAS G -
•.70CD Lx1C'CK0 1-4CG!1 uOot15
12 GA. GALV. STEEL TCP
ROLLER BRACKET. EACH
BRACKET ATTACHED W /(4)
114x5/8' SHEET PETAL
SCREWS.
• SFCPON A -A
SHIP LAP J0'NTE.
,- 14 GA, GALV. STEEL
END HINGE. EACH
FASTENED TO END
STILES W/(4) 114x5/ &'
SHEET METAL SCREWS
& (4) 1/4' SELF
TAPPING SCREWS. •
2 -1/4 -x20 GA. .GALV, „,STEEL
U- BAR,;TWO U- 8JR5 PER
SEO,-. EXCEPT' 3RD SECPON
Vi4 N HAS ONEju -B'&
U- BARS',MADE FROM 80 - KS1.
STEEL'. EACH U= '' 6AR ATTACHED
w /(2) 1 /4'3 / .SELF.
TAPPING SCREW PER STILE.
ALUMINUM EX1RUSION
V ^. JYL W'EJ
13 GA. GALV.: STEEEr.,@OT.1OM
BRACKET ATTAT.7riEDiw /(2)
114x5/8' SHEET METAL' SCREWS.'.
THE 2r6 VERTICAL WOOD JAMBS ARE TO DE GRADE 2
OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED
TO THE HORIZONTAL (TOP) JAMB. ALL JAN3 FASTENERS
MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE
A FLUSH MOUNTING SURFACE.
216 W000 JAM3 CAN BE ANCHORED TO GROUT REINFORCED
BLOCK WALL OR CONCRETE COLUMN. BLOCK CELLS SHALL
BE FILLED WITH CONCRETE AND REINFORCED WITH CONTINUOUS
15 BAR EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.
ANCHORS CAN BE 1/4'x1 -3/4' EMBED TAPCON CONCRETE
ANCHORS STARTING AT NO MORE THAN 8' FROM BOTTOM
AND 16' O.C., -OB WITIi 3/8 (1 -3/4 EMBED)
RAWT- LOK /BOLT ANCHOR STARTING AT NO MORE THAN 8
FROM BOTTOM AND 24 0.C.
QES;GN - LOADS : 4 42.0 P« - Lt. X48.0 RSF;
”" 7 astux.��r.: j a -,�iF 1g7.1.r'
Pl4T tr42 1 J j � x 12o
COMPAIn y�.
11/ 19 /9F 4 r.r v 04 . DOOR wO0E15
j;._ i.: ;. 83; ' Eu, 93. 94: - }{93 H94
unN �
1•l4Y .T>1S
�vcn:i 4 z 4 - �r }a^L of 3'G
12
„
11
10
0
9
S
18
I9
I .
1 -=n -
4
3
50'
2
Siff
t
13
.54)j
14
t
15
N
17
•
18
I9
I .
20
1 '
at
N
at
0
� ev
[i >r tr
Q
riLrE
0
NE. 977” ST
1.75
24'
•
y
0
NP 9(0 ST
LOCATION PLAN
SC A L E t i"i 15Q'
l3.20
1 TV RE 5 ID
_# � _�S
n _ L f/
to3.80'
fro f • Pitt
N. aR.tf,
2 2'5
to
2 i • , O
14-10
6H, St-/
Plot PL. AN.
scALE I "- 15'
0
E. G A L_
Lo'r 2 3 4._ -4 5LOc K 43 AMEN DE U PLAN -"C
OF MIA Mn1 3 1 -I0RE$ 5Gr T 10N No 1
PLAT 800tt Iv , PAr,E 10
DA DE co cJ N - r y FLA.
•
_ LEGAL. :
LO15 23 4.24, BLOCK 43, AMGNO D
PEA - r OP IMAM( HOPES, M.Cr►ON 4 I,
PLAr 304k ICS PAGE. 70,
DADIA COUN! t"Y, FLORIDA.
Foot* DAM
POOL CAPACITY-- 120(50
G.U. MINUTS Z4
PUMP --- 1 P RRotrtr
GAL S
•
6TINc;
.ire ,u.rrwn�q+ra. vHC +r a�.. �..�•*e+r F a+s .rs•rrw
G .r tLe
FLOTATION 1 NAL'' Si $ .
W A r E g I_
t . UFI P'r I4 - -----
LOW POINT POOL LQM.
FL t) CRITGq1A
NYatio
1
s c. > 1/4
6.25
6. -`0
- 0.25
t 4 .15
z *o
2.7
7
FIRE DEP
?4T3tI 'ORKS
f OLICE DEPA
I BUILDING DIRECTOR
4" C&rJc SLA 'rPaNt Gizo o:O- Mfr`
'ay -ft .3 A - r 1a
FAc t.t
VILIgAGEst—D'UNCI'_ f
APPROVAL
PRELIMINARY
REMARKS:
� (4 � THESE P ARE APPROVED
{ P 1 t S A fr R iSSU4 SCE Cr qBU LDING FEk',v1�T
P RA. CA AS C f4 iDrPfE.l DE`'IATIO- F '� ,, � f �rEY "� ' RE ,M ARK N
a i � y " Spy; FI;' "L `Y L ISTED BELOW,
MTH BY �, PaRT S. OLI.,iY LAWS MUST BE COMPLIED
^ 'l ' n ; a 4 c a^ •tirr2 D,te
_
FINAL:
COMPLIANCE 4 +�11H THE ;CULT -_.
i3Y MIAMI SHORES 111.,_ CE
SOB CONTRACTC.R INC -
REGULATIONS 'MIETNER OR NOT SPEJtrICAL'_Y I .DI, '.iEU
4 A"'
i�
i .4.i ,
tSr t f- Z '
+ `r^.w.,Y 3 ' �K {/ � ' +Y► KLI.. � � n' . C.. 4t.tS
t1: Nf j" I T 4I�ii 6
�S� 4 4 + 11 ' _;
Legal: Lot No.
123.03 -94
BUILDING & ZONING — ADMINISTRATION
PLOT PLAN I.
NO SCALE
Block No
P l! f
9
4 :i TERR., AVE., CT., PL.
NOTE: 1. Show existing buildings and additions.
2. Show distance from property lines to buildings and /or new additions.
3. Locate septic tank or sewer and electrical service.
ehie ,yi Cat`
NORTH ARROW
Subdivision � > J0ge f SEC 1 TWP. RGE
or
Metes & Bounds
Plat book and Page No. 4; 7e)
V 1 - - r----``
t
�
4', .-_.
/�
1..
/ /o
c,
�?
a
7
4
3
s„
tr1
\ , , , - T O
.r
/ r
5_
/6 0 •
\
■ /3
/d
/5
/�
/2
d
c,
N
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N
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tr1
\ , , , - T O
.r
/ r
/'
, ,
,'
SURVEY OFt
/S I
A/
LOCATION SKETCH
C. 'w. Ladd # 1230
Registered Land Surveyor
State of Florida
- A
Lots 23 g 24,
Block 113,
AN AMENDED PLAT OF MIAMI SHORES
According to the Plat thereof ao
at Page 70 of the Public ;tecorda
FOR: MR. 3c MRS. W'ILI..IAM LAURIE
SCALE: 1" = 150'
I Hr:?LBY CERTIFY that the information shown hereon
represents a Survey made under my direction and is
true and correct to the best of T,y knowledge and
belief o
J. B. FORD CO.
J. B. FORD CO.
c. w. LADD, Pres.
2909 N. W. 7th Street
Miami, Fla. 33125
Phones: ".2.2320, 642-2731
SrCTI:N NO. 1,
recorded in Flat Book 10,
of Dade County, Florida,
t
DATE: January 20, 1972
-
: 4'.
. r I 1 I � • _ . • .
-z • . - .__ •--;.- ,- _.._
c
CI
/ t
-
/' r
r r
t"
•
o
r
• 7.
SK 'ETCH 0... SURVzY
1
•
2 9
• • /
•
,.
•
7.
SCALE: 1" =
1
OWNER'S NAME CI PO 1 4/i
JOB ADDRESS 3 9 S - / it. 9' Ly
MUNICIPALITY
�tC
"3$r FRONT
� �l7fzct
;.-scifi tally
. el bui '�
d's``�h « �I o T rT 1t t , A WNI NG SALE INC.
birtJ, e] �s �Y i � Y E, � I �..
�rt r i �. a
` i b,fo ✓ trtn 3 ®ta�� .3 :.,.r .
/ - .,' r � i
� tisf P. d. �OXrbQ�,JiIAL FLA 3 301 1
j>ER 701 WE 25t ST. HI ALEAH, F LA . 330
�e Wiz. / - �3< �
PLOT PLAN
LOT NO. 2 ¢ `Yti
BLOCK NO ` E'
SUBDIVISION /41'al' -' c4' / ' /c
ir9. , (C -7°
A/t‘
() '
PAT /O POST 8 ANCHORAGE SCHEDULE
TYPE
DESCRIPTION
MAX.SP.4
ANCHORAGE TOP
ANCHORAGEGOTT.
1 2 =0 See
141.$9: x .083
steel tubing
8:0"
Come/ bock Type A"
Come/ bock Type "A"
Use 3-74 bolls or
l «
gutter and I- 3/e
bolt fhru co /Add
2 #10S..M.S./ocol.
and beam.
Use 3 2%"
conc. and I- 3 /8"
boll to co /. Add
2 - #/O S.MS, to
column.
o
1,4" Std. Pipe
8'--(1'
El
Alu "tk.
/,e"0 0 x.065'lk.
Aluminum
7-0"
7=6 "
0
❑
/"sq. x./25 "1k.
Alum. Decor.
8 =0"
Camel bock Type"
Come/ bock Type
Use 2- 1 4 "bolls or dr
ravels to beam or
gutter ond / -yg "boll
/hru co/ eo. come/
bock.
Use 2- 4" bolts or
dor,ve/s to beam or
gutter and / -
boll thru co/. eo.
come/ bock.
N.Y "x /rt' x .062 "9k.
Alum, Decor.
8'-O"
li U
b �
w / "sq. x 062 "lk.
Alum. Decor.
8,-0.,
1
e
/./87'
.062"
.040" Are$./ttS. spa.
12 " ac
.055"
Mi
.0
2562"
GUTTER
TYPICAL PLAN
ELEVATION
TYP. CONN. TO MASONRY
FASCIA
iiiiIIIii1ii
PA T I O
%4 "dr.no,/
spa. 12 "c -c
SCREEN ROOM
2 #8 SMS. ea.
panel
HEADER
* Use for Foldown Type Pa /,o on /y.
S IDE VIEW
5/DE VIEW
Header
Log I' new mem. to old 1
mein. /2 - 4 " r 5 " /ogs ,n /o
ea. rafter or truss.
TYP. CONN. TO EXIST. FASC /A
.080"
/92 "rain. fascia
Anchor chp
/4 "ruin.
"x 2" logs to fascia
spa. l6' c -
ROOF PANEL
.407" Or, l/
. 345 "Orr ll
CAMEL BACK
TYPE "A"
ROOF COMPONENTS
Column — Y`
( See schd and
sections)
/nt. 2 -6 " Sq. PermonenPPolio
Ex/. 2' -4 "So.
MI. 2=-2" Sq. Foldown Patio
Ext. 1'- /O " 5q.
ISOLATED FOOTINGS
Ginter
Decor. Co /umn
NOTE: Camel bock
'A 'or "S" may be used.
(See col. schd.)
2 #8SMS—
Gullet splash
pan
(08 8 x
/2" c -c
Guile,
Spa. thunderbolts
/8 "c -c between
GUTTER SPLASH PAN
PANEL BLOCK/116
Pone/
bolt
co/ Sch
Come/ boc
Type "8"
SECTION 'A -A"
ee
#8x%1 "5.MSC4 /6 "c - c
Pane /81*..
Pone/
SECTION "C-C"
Gutter
1%2 "x /%2"x %9" .g. /2 "1g.
w,lh 2 Y8"bcfls
3-1/4"x 2' /2 "thuna
bolls to cant.
•
„ taping
screws leo.pon/
washer 4
Column
2 "x 2"x %s "eo.s,de
with 2 -%t' bolls
2-5'4 "x 2 r /2 "IhunderboIt
to cone. eo.s,de
e8x %2 "S.M.S
Panel
2 " x 3"x .4" box-
Come/ bock
Type A"
Come/ bock —�
Type 4" pl,
- y4 "x 2%2
/hu ,bo /t Iacono.
Panel
74 " Thru boltna ea. Ieg
I
/ c -c
2 - 2:r Zr " % rang eo.s,de
Add 42 for co/. spa.
exceeding 4 =0.
CTION
8 x %2 "5.MS.
SECT /ON "0
2 -* 8 Se/f/opmg
screws empanel/
washer
Pt
3 %4 "di avers
ea. co /.
%s J thru bolt
(See co/.Schd.)
- Column
(See Soho!)
Column
rostra
3 /8" thru boll
(See col Schd)
202
Add 11/9 /�'S.M,S
spa. /6 cc between.
Roof Pone(
"Ahmn urn
040' Do.
28 go. slee/
24go.steel
202
2. 00'
2x2 Snap
70/ Wesl 25 5t.
9 =
td - O"
6 = /O"
to 0
"
2. 00
ww
.050"
/02
7'4"
92"
b2"
7'0
10=4"
)02
23' 2.00" 25"
ri 1�
iL
SCREEN COMPONENTS
Roof Panel Schedule
00"Overhoeg I-dOrerhong 2-0 Overhang
NOT E: Alum panels sho / /be alloy 5005 .
Steel panels shot /hove min. YS= 33,000 psi.
9=9"
r -tt"
DES /6N CR /TER /A:
Designed in occordonce with the Dade County Policy
for Pont Produced R,g,d Awnings, Canopies and
Canopy Shutters doted Jan 1, 1961.
Live food = 30psf, Wind loud= 30psf,
Test load= 60psf with 80% min. recovery.
NOTES:
/1 Unless designated otherwise o/um,num sheet sho /l
be alloy 36173 -H/4 ond extrusions shall be 6063 -T5.
2)A// screws ond bolts shall be stainless steel, hot
dipped go /von,zedsteel or Aluminum Alloy 2024
3M 4 coot. slob /6:r 6= /0110 wiremesh.ond8 "x8
turned down //g. may be used in p/oce of,sobted
figs. Cont. sholl be 2,000psi o/ 28 dogs min.
slrenglh.
41Po/ro may be fo /down structure. Foldown structures
shot /not exceed o projection of ,19 =0" and when
folded shall be anchored al ell. side fascia ond
gutter, with //4 s /%s Wong. spaced 5= 0 "c -c.
Angle shall be olloched with 2- #/0SM.S. /o patio
and I- Y4 "s /or s /uggin to masonry.
5)Steel panels may Doused in o/I areas except of
Metro Oooa Count'.
PAT /O ANO SCREEN ROOM.
211.0-TECT U
AWNING SHUTTER CO.
H,oleah, Florida
STAN WEEKS 8 ASSOC., /NC.
ENGINEERS
Miami Florida
9/22/64 ✓ob no.4364 -E
1 2 =0 See
Post Sch.
9 Do.
2 "0"
o x.
4
- See Post Schd.
r
Max.
�
B
A
1
e
/./87'
.062"
.040" Are$./ttS. spa.
12 " ac
.055"
Mi
.0
2562"
GUTTER
TYPICAL PLAN
ELEVATION
TYP. CONN. TO MASONRY
FASCIA
iiiiIIIii1ii
PA T I O
%4 "dr.no,/
spa. 12 "c -c
SCREEN ROOM
2 #8 SMS. ea.
panel
HEADER
* Use for Foldown Type Pa /,o on /y.
S IDE VIEW
5/DE VIEW
Header
Log I' new mem. to old 1
mein. /2 - 4 " r 5 " /ogs ,n /o
ea. rafter or truss.
TYP. CONN. TO EXIST. FASC /A
.080"
/92 "rain. fascia
Anchor chp
/4 "ruin.
"x 2" logs to fascia
spa. l6' c -
ROOF PANEL
.407" Or, l/
. 345 "Orr ll
CAMEL BACK
TYPE "A"
ROOF COMPONENTS
Column — Y`
( See schd and
sections)
/nt. 2 -6 " Sq. PermonenPPolio
Ex/. 2' -4 "So.
MI. 2=-2" Sq. Foldown Patio
Ext. 1'- /O " 5q.
ISOLATED FOOTINGS
Ginter
Decor. Co /umn
NOTE: Camel bock
'A 'or "S" may be used.
(See col. schd.)
2 #8SMS—
Gullet splash
pan
(08 8 x
/2" c -c
Guile,
Spa. thunderbolts
/8 "c -c between
GUTTER SPLASH PAN
PANEL BLOCK/116
Pone/
bolt
co/ Sch
Come/ boc
Type "8"
SECTION 'A -A"
ee
#8x%1 "5.MSC4 /6 "c - c
Pane /81*..
Pone/
SECTION "C-C"
Gutter
1%2 "x /%2"x %9" .g. /2 "1g.
w,lh 2 Y8"bcfls
3-1/4"x 2' /2 "thuna
bolls to cant.
•
„ taping
screws leo.pon/
washer 4
Column
2 "x 2"x %s "eo.s,de
with 2 -%t' bolls
2-5'4 "x 2 r /2 "IhunderboIt
to cone. eo.s,de
e8x %2 "S.M.S
Panel
2 " x 3"x .4" box-
Come/ bock
Type A"
Come/ bock —�
Type 4" pl,
- y4 "x 2%2
/hu ,bo /t Iacono.
Panel
74 " Thru boltna ea. Ieg
I
/ c -c
2 - 2:r Zr " % rang eo.s,de
Add 42 for co/. spa.
exceeding 4 =0.
CTION
8 x %2 "5.MS.
SECT /ON "0
2 -* 8 Se/f/opmg
screws empanel/
washer
Pt
3 %4 "di avers
ea. co /.
%s J thru bolt
(See co/.Schd.)
- Column
(See Soho!)
Column
rostra
3 /8" thru boll
(See col Schd)
202
Add 11/9 /�'S.M,S
spa. /6 cc between.
Roof Pone(
"Ahmn urn
040' Do.
28 go. slee/
24go.steel
202
2. 00'
2x2 Snap
70/ Wesl 25 5t.
9 =
td - O"
6 = /O"
to 0
"
2. 00
ww
.050"
/02
7'4"
92"
b2"
7'0
10=4"
)02
23' 2.00" 25"
ri 1�
iL
SCREEN COMPONENTS
Roof Panel Schedule
00"Overhoeg I-dOrerhong 2-0 Overhang
NOT E: Alum panels sho / /be alloy 5005 .
Steel panels shot /hove min. YS= 33,000 psi.
9=9"
r -tt"
DES /6N CR /TER /A:
Designed in occordonce with the Dade County Policy
for Pont Produced R,g,d Awnings, Canopies and
Canopy Shutters doted Jan 1, 1961.
Live food = 30psf, Wind loud= 30psf,
Test load= 60psf with 80% min. recovery.
NOTES:
/1 Unless designated otherwise o/um,num sheet sho /l
be alloy 36173 -H/4 ond extrusions shall be 6063 -T5.
2)A// screws ond bolts shall be stainless steel, hot
dipped go /von,zedsteel or Aluminum Alloy 2024
3M 4 coot. slob /6:r 6= /0110 wiremesh.ond8 "x8
turned down //g. may be used in p/oce of,sobted
figs. Cont. sholl be 2,000psi o/ 28 dogs min.
slrenglh.
41Po/ro may be fo /down structure. Foldown structures
shot /not exceed o projection of ,19 =0" and when
folded shall be anchored al ell. side fascia ond
gutter, with //4 s /%s Wong. spaced 5= 0 "c -c.
Angle shall be olloched with 2- #/0SM.S. /o patio
and I- Y4 "s /or s /uggin to masonry.
5)Steel panels may Doused in o/I areas except of
Metro Oooa Count'.
PAT /O ANO SCREEN ROOM.
211.0-TECT U
AWNING SHUTTER CO.
H,oleah, Florida
STAN WEEKS 8 ASSOC., /NC.
ENGINEERS
Miami Florida
9/22/64 ✓ob no.4364 -E