10 NE 102 StBUILDING
ELECTRICAL
PLUMBING
ROOFING
n S
Owner of
Building
Architect
Contractor
or Builder
Legal
Description
Address of
Building
s
CONTRACTOR OR BUILDER
MIAMI SHORES VILLAGE, FLORIDA
DATE G
PERMIT
Lot
Bl
Work to be performed under this Permit
1I .
N° 7604
Contractor's
License No.
Subdi-
vision
Value of
Project $ a-
Y
4 BY
AUTHORITY
1 9 1
Amount of
Permit $
This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica-
tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any
plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked
at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this
permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and
regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon-
sibility for work done by his agents, servants or employees.
Signed ' ' r INSPECTOR
In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac
cepting this permit I assume responsibility for all work done by either myself, my agent, servant or employee. I
/' ;tA
ABBOT //'L/
Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build-
ing or 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 Village 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 June 7 19 66
Owner's Name and Address Dozier M. Jones No 10 Street N.E. 102 St.
Registered Architect and /or Engineer Carr Smith Associates
Name and address of licensed contractor Jaleo, Inc.
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 10 N. E. 102 Street, Miami Shores, Florida.
State work to be done and purpose of building (by floors)_ Install aluminum awnings and storm panels
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 571'00 Amount of Permit $
Zone cubage required ___ _Plan Cubage
Distance to next nearest building _____________Size of Building Lot
Maximum live load to be borne by each floor
I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may
be sent to
The undersigned applicant for this building permit does 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, Permanent 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 tractors, on work to be e formed under this
permit, as are licensed by Miami Shores Village. W
Remarks (Signed)
STATE OF FLORIDA,
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
- - - - - -- 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 state are tru
Permit No
Disapproved
(Signed)
Date `' 7
MIAMI SHORES VILLAGE
APPLICATION FOR BUILDING PERMIT
Date_
BUILDING INSPECTION DEPARTMENT .
7141 N. W. 5l4th Street Miami, Florida.
on residence.
and for no other purpose.
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
Building Inspector J My Commission Expires
PL ING BOARD DATE
Chairman Member
Member Member
Member __ Member
Council Approved Date Disapproved 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.
N
HEADER
HINGE
AWNING CLOSED
N
1 -5 8
.060" EXTRUSIONS
010 S.M. SCREW
HEADER HINGE DETAIL
-y8 S.Y. SCREW EA. SLAT
2- ANCHORS EA.
CAMEL BACK
WING DETAIL
AWNING OPEN
TO LOCK AWNING IN STORY POSITION, REMOVE
CALL BACK PIN OR BOLT, hELOCATK ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL BACK
PIN OR BOLT TURD VALANCE.
3/4 "0.D. TUBE .04
"WALL - .
— ROLLED ROOF SLATS 2 -#4 S.M. SCREWS @ EA. TUBE
GUSSET PLATE 4 S.M. SCREWS
TYPICAL PURLIN
2- ANGLES (SEE PURLIN DETAIL)
HEADER ANCHORS SHALL BE LOCATED
AS 55030.)
OVERHEAD ARL1 7/8" X .04 WITH
2" X 1/8" X 2" CAL c.LBAcK
CONVECTED BY *" - 20 BOLT
ROOF SLATS-
,ADJUSTYENT HOLES
- 7/8 "0.D. TUBE .o49 "WALL
PUSH BUTTON
CAMEL BACK .080" FOLDED PL.
} "DIA. PIN OR BOLT
CAMEL BACK DETAIL
3 -7/16"
r
WIDTH
56" MAXIMUM
PLAN OF AWNING
STRAP 01N0E 1 "x.040"
4 -08 S.M. SCREWS
/8 "sc. BUTT JOINT TUBE .040"
WALL
.01:0 GUSSET a
PLATE 4 -4I4SYS
INSIDE EVERY 3rd
SLAT
r
L: I
1 -#8 3.M. SCREW EA. SLAT STAGGERED
}" HOLES
FOR CLOSED POSITION
SECTION 'X -X'
r
EA. 5/
SQ. TDEE DETAIL OF ROLLED ROOF SLAT
ALL PURLINS
PURLIN
T
} " -20 BOLT PURLIN
,—VALANCE
PURLIN
# ID S1S SCREW
} - 20 BOLT
z 1 z . z
ANGLE
ROOF SLATS
> }"
A
9/16 SECTION 'Y
PURLIN SPACING SCHEDULE
PROJECTION
48"
48"
5 6"
56
71"
71"
7 1 "
DATE
CONCRETE
NO
WIDTH, TO
46"
5 6"
46"
56"
45"
52 "
5
JORDAN 103 } "x
11" LAG SCREW
OR } " -20 SUPER
GRIP OR }" X
1 }" D.H.L.
MAX_DBTANfE
NOSEUR.IN
16"
16"
16"
14"
1 6"
14"
3.6"
ANCHOR SCHEDULE
HOLLOW WALL
ISSUED
ACKERMAN JOHNSON
20 LONG
WING TOGGLE
SCREW ANCHOR
DATE
MAX
TO LN
13"
15"
3.8"
112"
17 "
1 4"
15 "
MAX SPACING
TYPICAL PUN
18"
32"
12 "
12"
17"
�
32"
ALUMINUM ALLOY OF AWNING COMPONENTS OR AWNING
BUILDING SLEET.
ROOF SLATS 5005 -H34 BOLTS
VALANCES 3003 -H1t
ARMS 3003 -H1
PURLIN3 5005 -H34
202414
ALL AWNING SIZES SHOWN ARE MAX. LESSER SIZES MAY BE
USED.
THE JALCO SUNMASTER CATALINA AWNINGS WERE DESIGNED
AND TESTED IN ACCORDANCE WITH IRE METROPOLITAN
DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY
FOR PLANT PRODUCED PREFABRICATED RIGID A CAM -
OjIE3 AND CANOPY SHUTTERS, DATED OCT.10,1960. BASED
ON SOUTH FLORIDA BUILDING 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 CONFORMS
TO THE SPECIFICATIONS CONTAINED IN THE PLANS
SUBMITTED FOR PERMIT COVERING THIS INSTALLATION.
THIS AWNING MUST BE CLOSED AND SECURED TC THE
WALL DURING A HURRICANE WARNING OR ALERT
WOOD
NO. 10 -1 }" LG.
WOOD SCREW
REVISION
JALCO, INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
627 S.W. 27 :D AVE., MIAMI, FLORIDA
C O N S U L T I N G E N G I N E E R S
0A
TE ; .3J63IONAWN%D .S IOESIGN
SUNMASTER CATALINA 5611
1--
ANCHOR •
SEE
SCHEDULE
ANGLE- 35
X 2.5 X.090
1 8"
4 .
z
2
-.06dEXTRUSIONS
PROJECTION
56"
7I"
A
26:
32
37"
45"
HEADER HINGE
VALANCE
SUPPORT ARM
BUTTON
s-• CAMEL BACK
AWNING 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. EXTRA
CAMEL BACKS MAY BE USED.
AWNING CLOSED
r 1 -M 8 S. M. SCREW EA. SLAT
*10 S.M.SCREW
- ROLL ROOF SLATS 2- *4 SMS. EA. TUBE
.040 GUSSET PLATE 4-x`4 SMS.
TYPICAL PURLIN
2- ANGLES (SEE PURLIN DETAIL )
itc: " 1i \. STRAP HINGE I" X .040" 4- SMS.
MI iom \lTl`
ungskirik
di
WING DETU,
HEADER ANCHORS SHALL BE LOCATED A8 SHOWN, EXCEPT AWNINGS
WITH PROJECTIONS GREATER THAN 56" AND WIDTHS GREATER
THAN 70 SHALL HAVE 2 ANCHORS AT EACH END.
IC"t
MAX. 81"
PLAN OF AWNING
ROOF SLATS
T l I - 8 S.M.SCREW EA. SLAT STAGGERED, ALL PURLINS.
(ADJUSTMENT HOLES
1/4" BUTTON
I" O.D.TUBE .049° WALL
7/8 TUBE .049" WALL
CAMEL BACK .080" FOLDED PL.
I /4 "DIA. PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
5/8" SQ. BUTT JOINT TUBE .040 WALL
.040 GUSSET PLATE 4 #4 SMS.
INSIDE SLAT (EVE Y 3 RD SLAT )
s
I/4" HOLE FOR
CLOSED POSITION
SECTION 'X - X'
RIP
7/16 BOLT\
142"
I/4 " -20 BOLTS
V41. I.
2 -.10 S.M. SCREWS
L- I' /4 ° X.115 ° X V2"
PURLIN
(SHOWING CONNECTION
AT EA. END OF NOSE PURLIN)
3 16
SLAT DETAIL
VALENCE
SEE SCHEDULE
FOR THICKNESS
ROOF SLATS
PURLIN
VALANCE
SEE SCHEDULE
FOR THICKNESS
9/16"
SECTION I Y - Y I
PURLIN 81 VALENCE THICKNESS SCHEDULE
PROD.
MAXIMUM
WIDTH
VALENCE
THICKNESS
MAXIMUM PURLIN SPACING
TO NOSE TO HEADER TYPICAL
56"
56"
76"
91'
,040•
.040'
16"
16"
14'
18'
12'
71"
71"
7r
72'
85'
91"
CONCRETE
I/4" X 1-1/4" DIAMOND
HAMMER DRIVE NAIL.
CR V4 - 20. SUPER -
GRIP JORDAN 103 X V4
LAG.
.040"
.063'
.063"
le•
HOLLOW WALL
I/4' X 20 LONG 4
WING TOGGLE SCREW
�,. I I MOWED VO I O.V. I
COMTNACTON SMALL Wain ALL DIMENSIONS
AT SITE OE /ONE PROCEEDING WITN WORK.
16'
14'
at
64139
17'
13"
12"
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF VALLANCESTS 5�3-H BOLTS 2024 -T4
14
ARMS 3003-H15
PURLINS 5005-HIS
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. 10, 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.
ANCHOR SCHEDULE
WOOD
N0.14- I/2"LG.
WOOD SCREW
JALCO INC.
745 N.W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
y
6E7 O.W. 2/ AVE. , • MIAMI. FLORIDA
C O N S U L T I N G E N G I N E I E R S !
rn 9 - 541 ^aaNN AK, 1 o..,.. E.G.) a ".e.G.K.T. ,o. no.
I OFI
SUNMASTER CATALINA 91"