830 NE 92 St (7)4r
3081
ResItered Architect and /or Engineer _
Name and address of licensed contractor.
Location and legal description of lot to be built on:
Lot - .---- ____ -. Block
Street and Number where work is to be done
State work to be done and purpose of building (by fl
Estimated Total cost of improvements $ 196.00
Zone cubage required
Distance to next nearest building._.
Maximum live load to be borne by each floor___
STATE OF FLORIDA,
COUNTY OF DADE. SS.
Before me,
peared .....
- - - -- -
Chadman _ -
Member
Member .
Council Approved
MIAMI SHORES VILLAGE
Date__ -- - - - - --
t
Building In , ctor
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing oa other structure herein described This application is made in compliance and conformity with the Building Ordinance of Miami
Shores Village. Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Vi and all rules and
regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
Date Sept 1)er 30, ,19 68
C .n is Name and Address J ^ ,se nh S — No 830 K.E. 92 St.
- - -- — Street
Carr S lith ,F Pssociates
New Building __. Remodeling._ _.__. ____ Addition
To be constructed of Kind of foundation_
JPLCO II`'C. 7141 N. W. 54 Street Phan], 71crida.
PLANNING BOARD__
Subdivision
830 N. E. 92 Street, Mani Shoree oxide.
oors)_. Install c1unin fold- dct-Tn awnings on
residence.
II hereby submit all the plans and specifications foi said building. All notices with reference to the building and its construction may
' e sent to__. _ - - cargo. H. Harvey
The undersigned applicant for this building permit do€ hereby certify that he understands and accepts his obligations as an employer
of labor under the Florida Workmen s Compensation Act. being Section 5966, Compiled General Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks._ _ -- - - --
and for no other purpose.
Repairs_____________________ ____ No. of Stories
Roof Covering_
Amount of Permit $ 2. 50
Plan Cubage__
Size of Building Lot
(Signed)
JALCO
By
DATE
Member
Member
Member
Date Disapproved _....
undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
to me well known,
and who, being by me first duly sworn, upon oath deposes and says that he is the.
of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts
therein by him stated are tru
Permit No. - -- —�-- _--
Disapproved __
( Signed) ...
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
My Commission Expires
Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Size St le Pro'. Const.
62 5/8 X 6250 Cat^? inr 6ou 1.1111
65 3A X 62°) to look ac one. 6(y; Si
59 5/8 X L 8n) Coto 11nc 45" si
)
56 3/8 X I8°) to lc: - k rs cne. 45" Si
78 1/L X 4.8 Crtclina 1,5SS So
�• enin_ No.
1.
2.
3•
4.
5.
Owner:
Contractor:
3.4%
JJI LCO Ii C o
r.
Jooebh Scltic
830 K. E. 92 Street
l°ia. i Shorco, 7.cric?co
AWNING CLOSED
r S /8:
g Lye
ANCHOR
SEE
SCHEDULE
TANGLE 35'
X 2.9 X090'
1
•
.06d EXTRUSIONS
Er7.01I0:DZ.TE ST DR! LOCK
:.:EFOR SEE SCEEDDCE
1/9' x 3/ l ALCIZINC1:
FRCJEC A E
SE 2ET��
7 . 32 45
- HEADER AINGE
T r - " - I -M 8 S.M. SCREW EA. SLAT
•10 S.M. SCREW
j USE ONE FOR SPAS
OR GRFAT47t.
VALANCE
SUPPORT ARM
BUTTON
CAMEL BACK
AWNING NG OPEN
TO LOCK AWNING IN STORM POSITION, REMOVE
CAMEL BACK P N OR BOLT, RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL
BACK PIN OR BOLT THRU VALANCE.
ROIL - 000F SLATS 2 SMS. EA TLX
.040 .GUSSET PLATE 4 - SMS
TYPICAL PURLIN
2• ANGLES (SEE PURLIN DETAIL )
STRAP HINGE I' X .040' 4 -"B SMS.
WING
DETAIL
56'
71'
/ ADJUSTMENT HOLES
l am` I/4 BUTTON
—�I
SE LYLETEC AS S 1;A! E»PT 4,'NINGS
w"'I F' : t7.:5 C.tLTEF - nAA SE' 'X 4"C7 GREATER
'MAN T: SHA „A'E 2 AI,v!CP AT LAO- EC.
M' C AhX
1Y
ROOF SLATS
M.SCREW EA SLAT STAGGERED, ALL PURLINS.
I' O.D. TUBE
7 /8'TUBE .049' WALL
CAMEL BACK ABO' FOLDED PL.
1/4'01A. PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
FURJNS
•
E �T,
■'� H Ii li
Y{; -r -=. ,t4, }'a ;zl
I;
MAX. 9
PLAN OF AWNING
5/8' SO BUTT JOINT TUBE .040" WALL
DSE ST'R8 LOCI' 4 RACB
` •
EFn:', :.T d.OSP AN FOR 97DTBS
GPT.L121 TBAX 60'
s-.04 0 GUSSET PLATE 4 SMS
INSIDE SLAT ( EVERY 3RD SLAT )
I/4' HOLE FOR
CLOSED POSITION r
SECTION I X -X
.049' WALL
114' -20 BOLTS
I
2 - S.M SCREWS
L- 'V4'XI X 115'X V2'
PURLIN
(SHOWING CONNECTION
AT EA END OF NOSE PURLIN)
3 16•
g'
SLAT DETAIL
VALENCE _ 6'
SEE SCHEDULE
FOR THICKNESS
ROOF SLATS
VALANCE
SEE SCHEDULE
FOR THICKNESS
SECTION I Y -Y'
PJR,..T' 6 VL_EN M `alECIU -E
PRO.• :MAK!4? •VA D MAXIM: Y.< S°K00E3
4 1: 14'rf1 - C3& TC M,'SE •TD 14 F-A00 4 1 TYPICM.l
SE' 78' (_040' 1 It' 1 W
56' 91' .040' 1 16' I
I` 12'
71' 72'
71' Be
71 9I'
. 040' IB' I7'
.063' N;' 14' IS
. 063' 1
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005-1134 BOLTS 2024 -T4
VALANCES 3003 - H14
ARMS 3003•HI8
PURLINS 5005-H15
ALL AWNING SIZES SHOWN ARE MAX LESSER SIZES MAY
BE USED.
THE JALCO SUNMASTER CATALINA AWNINGS WERE DE-
SIGNED AND TESTED IN ACCORDANCE WITH THE METRO-
POLITAN DADE COUNTY BUILDING AND ZONING DEPART-
MENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED
OCT IC, 1960. BASED ON SO FLA BLDG. CODE
AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME
FITTINGS AND DIMENSIONS
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS: -
JALCO INC. CERTIFIES THAT THE ALLOY AND HEAT
TREATMENT OF ALL METAL IN THIS PRODUCT CON-
FORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING THIS IN-
STALLATION. THIS AWNING MUST BE CLOSED AND
SECURED TO THE WALL DURING A HURRICANE WARNING
OR ALERT.
CARR SMITH
617 S.W. E1 AV C. .
C O N 5 U L T 1 N G
ANCHOR SCHEDULE
CONCRETE HOLLOW WALL
I /4" X 1.1/4' DIAMOND I/4' X 20 LONG 4
HAMMER DRIVE NAL WING TOGGLE SCREW
OR 1/4 SUPER -
GRIP KA X V4
LAG
,rM .O 1 pare
JALCO INC.
745 N. W. 54th STREET
MIAMI. FLORIDA
p .IY.AC ?O. MALL TnIIT ALL OwR10.Ill
AT •n• ..IORS I.00SCOIM WIT. SWORN.
N0.1+ -In LG.
W000 SCREW
& ASSOCIATES
• NIA M I. ► L O• I D•
E N G I N E E R$
64139
WOOD
I OF 1
SUNMASTER CATALINA 9r