AWNINGMIAMI SHORES VILLAGE
4 9/270 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 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__ -- Ma 22 69
, 19
Owner's Name and Address Robert R No. 1 Street N. E. 100 St.
Registered Architect and /or Engineer Carr Smith & Associates
JALCO, INC. 741 N. W. 5lt Street, Miami, Florida.
Name and address of licensed contractor
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done
Install aluminum fold — down awnings on
State work to be done and purpose of building (by floors)
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements $ 1 57. 00 Amount of Permit $ 2 .5 0
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 specificat' ns for said building. All notices w r rep to t e b in and construction may
be sent to George H. Harvey C/0 JALCO, INC. 741 N. W . 54 St reet, f ai n , >i'i
residence.
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 Ge • 5 al Laws of Florida, Pennanent Supplement,
and has complied with the provisions thereof, and will require similar compliance from all . tractors or sub - contractors employed by him
in the work to be performed under this permit; and will post or cause to be posted for ins . - ion on the si - of he work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subc• tors, on / r . be performed under this
permit, as are licensed by Miami Shores Village. At
Remarks (Signed) A ■ �r�
STATE OF FLORIDA, j
COUNTY OF DADE. ss.
Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap-
peared
Date Cr'
------- --- - -- - - - - - -- - - 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 true.
Permit No 1__I_1 9
Read, Sworn to and Subscribed before me.
Disapproved _.. ��.._��..__ __ ;�" e
(Signed) �aE`�d
Building �v.pector My Commission Expires
Notary Public, State of Florida
PLANNING 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 51.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
enin: No.
1 .
2.
3.
4.
Owner:
Size
44 x 57
50 1/8 x 57
44 x 57
81 3/8 x 57
3.
Contractor: JALCO, INC.
St le Pro . Const.
Catalina
11
11
R E S I D E N C E 11
Robert Rowland
1120 N. E. 100 Street
Miami Shores, Florida.
54"
54"
54"
54"
lo '
■
Aluminum
r
MADE
NIKE
AWNING CLOSED
KRUM RINGS
0 1M
5 ALI1Ct
SUPPORT ARM
/GAMMA BACK
AWNING OPEN
TO LOCI AMINO 111 STORM POSITI01, IIEBOVM
CAMEL BACK PIN OR BOLT, 1ILOCATI ARMS,
FOLD AWNING DOAN AND RIPLACt CAMEL BACK
PIN OR BOLT TARO VALANCR.
010 S.M. SCRAM
HEADER HINGE DETAIL
2- ANCHORS EA.
CAMEL BACA
-- ROLLED ROOF SLITS 2 -#4 S.M. SCREWS • EA. TUBA
MEET PLATE 1144 S.M. SCREWS
TYPICAL PURLIN
2- ANGLES (SEE PURLIR DETAIL)
EMADER ANCHORS SHALL 81 LOCATID
AS SR01111.
CAMEL BACK DETAIL
SLIT
li
ROOF SLATS
,AQTUSTQRP ROLES
. 1/8"0.D. TOM .049 "WALL
3/4 "0.D. TUBE .04• "WALL -�
CANAL PACK .080" FOLDED PL.
* "DIA. PIN OR BOLT
OVERHEAD ARE 7/E" X .04-" WITH
2" X I/8" 12" CALv'.L9 C1
CONNECTED BY }" - 20 BOLT
A-- P035 BUTTOF
Fit
ADCS
56" turnit 1
PLAN OF AWNING
•
- STRAP BINGE 1'1.040" o.
L - s.M. WRENS °.
/8 "SC. BUTT JOINT TUBE .040"
WALL
.040 GUSSET - -
PLITt 4 -14sMs
IISID£ EVERY jrd I - ( r •
3-7/16" I
• KA. 5/8"
SO ' TU1 DETAIL OF ROLLED ROOF SLAT
3.11 SCRAA KA. SLAT 311.131310 ALL PURLIIS
• A" H0LR7
PONE CLOSED POSITION
SECTION X -X
PURLIN
PURLIN
ROOF SLITS
PURLIN SPACING SCHEDULE
PRO
48"
16"
48•
56'
56'
11"
7
71 "
CONCR*T1
WIOTI, To
46 '
56'
46 .
5 6'
45�'
5
16"
14'
56'
AUDII1011 ALLOY OF AWNING COMPONENTS Ca AWNING
BUILDING BIETT.
ROOF SLITS 5 BOWS 2024 E14
VALI1CAS 3 -
PUSLIES 5
ALL A111II0 SIZ1S SHOWN MU MAX. LIS3AR SIZ1S MAY B1
USED.
?NE JALCO SDIMASTn1 CATALI1► AWNINGS URA OLSIGNED
AND TESTED II ACCORDANCE OITA TEE IRTROPOLITAI
DADA COUNTY BUILDING AND ZORI10 DIPARTMKNT POLICY
FOR PLAIT PRODUCED PRITAHRICATID RIGID *MINOS, CAE.
OPINE AND CANOPY SHUTTERS, DATED OCT.10,1960. BAUD
ON SOUTH FLORIDA BUILDING CODA.
AWNING ARM WAY BA MOUNTED OVERHEAD USING SAME
FITTINGS AND DIMENSIONS.
TEE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
*WINGS,
JALCO, INC. CERTIFIES TEAT TEA AUDI AND 111AT
TREATMENT OF ALL METAL IN THIS PRODUCT CONl0R13
TO TER SPECIFICATIONS CONTAINED I1 TAX PLANS
SUBMITTED) PONE PERMIT COVERING THIS IISTAALITI01.
THIS AWNING HOST B1 CLANGED AND SECURED TO TAR
WALL DURING A HURRICANE WARNING OR ALERT
:ORDA1 105 2"1
12" LAO SCREW
OR A" - SUPER
GRIP OR }" 2
1}" D.R.L.
WT1 NO
NOM TO
16•
16"
14 "
16"
ANCHOR SC1mU11
HOLLOW WALL
I(I1K0
&MERYA1 JOHNSON
-20 LONG
4 ■I10 1000 i
SCR= ANCAOR
/•TE: IM,•MI1703 OM" IOW"
CONTI•CTOI (MALL •(IIVY • ALL DIMENSIONS
•Y IT( "KIEV •IOCEI DIN MITI •01'.
13"
35'
18'
14"
17'
14"
�
rIl• N0.
6522
UNL I CMC
rO CAL 11MEw
18"
12(
118"
12'
17'
1 3 "
12'
WOOD
N0. 10 -12" IO.
WOOD SCRAM
•TE
REVISOR
JALCO, INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH a ASSOCIATES
6 2 7 52.. 2 7 1 1 AVE., MIAMI, FLORIDA
C O N S U L T I N G E N G I N E E R S
MEET NO.
Iof I
SUNMASTER CATALINA 5611
n
AWNING CLOSED
Ste'
f U4
•
ANCIOR
SEE
SCIEDULE
ANGLE 35'
X 25 X 090
E7^F7t:®I:TE STORY LOCI
•
FRCJEC':OA L E
- --- 5E ' - -- `E . — ' —
- HEADER LINGE
.06d EXTRUSIONS
•10 S.M. SCREW
UST ONE FOR SPANS
6d OR GRE LT31.
:.7. :F0R 51E SCEEDUIE
Vs' 1 3/ Ia• ALLYIRCS:
STRAP
/SUPPORT ARN
BUTTON
T - ' - 511/• - 1-0 8 S.M. SCREW EA. SLAT
— VALANCE
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.
CAMEL BACK DETAIL
ROLE 1100F SLATS 2. SMS. EA. TUBE
040 -GUSSET PLATE 4- SMS.
TYPICAL PURLIN
• _ . 2 - ANGLES ISEE PURLIN DETAIL )
•
71 .
56•
WING DETAIL
Z
-
a
a
X r:
h a
0.
( ADJUSTMENT FOOL ES
t om` IM • •BUTTON
•
ROOF SLATS�
1 7 I -.8 SM.SCREW A. SLAT STAGGERED, ALL PURLINS.
I 0.0.TUBE
7/8" TUBE .049 WALL
CAMEL BACK .080 FOLDED /L.
I /4 PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
STRAP HINGE I X .040' 4 -t 13 SMS.
�— 5/8' 50 BUTT JOINT TUBE .040 WALL
USE '7 . .Y37IATE ST:`RX LOCI• a 11•C8
CS w' L'C6F A1: FCF A1DTffi
GUAM'. 7FAX 60
.:-.040 GUSSET PLATE 4- SUS
INSIDE SLAT ( EVERY 3RD SLAT )
'EL vZ.-.Y- 5-,4_ S: ''J'0TEC •: 54'4'► E=.PT A. 'KINGS
W7. '0 -:5 C.r_LTE.F - r.LA SE' ..'K 'L HS GREATE
' •.AK 7 : Sr4A� na.•_ 2 RACn Oct A EA} ENC
E' C:. 4,:z
IX
PURJ113
•
- -- - S� L Yy 1 -
l�
MAX. 91
PLAN OF AWNING •
,
I /4' HOLE FOR
CLOSED POSITION ""
SECTION
.049' WALL •
IK' -20 BOLTS
7yle BOLT `
QI
0
1
s 16
L4
SLAT DETAIL
VALENCE _. 6•
SEE SCIEDUL.E • —
FOR THICKNESS
�4
9f1B
,.0
2- • I05.M.SCREwS
L. II /4 115 VZ'
PURLIN
(SHOWING CONNECTION
AT EA_ END OF NOSE PURUN)
ROOF SLATS
''PURLIN
VALANCE
SEE SCHEDULE
FOR THICKNESS
SECTION 'Y -Y
PJRLII\• b VG:__1. : ;:�:N= £• �.Ji�DI:�
■
i PRO:.
1NAT V ' . M4% IH:•.1 P: ilA S°ra7Ni
WI.774 r1:'.4"3S TC P* SE.TD IfJ' Ji1 -
5C' 7P• ,04C I If,• I ! 19
Sli 91' .04• j 16•
! I
1•
T2•
Tr 8'S
7r 91
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005 -H34 BOLTS 2024 -T4
VALANCES 3003-1414
ARMS 3003-
PURLINS 5005-H18
ALL AWNING SIZES SHOWN ARE MAX. LESSER SAES MAY
BE USED
THE JALCO SUNNASTER CATALINA AWNINGS WERE DE-
SIGNED 4140 TESTED IN ACCORDANCE WR14 THE METRO-
POLITAN DADE COUNTY BUILDING AND ZONING DEPART-
MENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES 0.140 CANOPY SHUTTERS, DATED
OCT IC, 1960. BASED ON SO. FL• 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 114 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 VAMPS
OR ALERT.
CONCRETE
I/4' X F 14 DIAMOND
HAMMER DRIVE NAL
OR 1/4" SUPER -
GRIP N I03 X W
LAG.
oalls
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
et, ..w. X+ AVE. , • MOANS. FLORIDA
C O N S U L T I N G E N G I N E C R$
1-4411...... AK.
.0 40
.063
IL'
ANCHOR SCHEDULE
HOLLOW WALL
1.4' X 20 LONG 4
WING TOGGLE SCREW
0,.O.K.T
COITYCtO. M•V Vf•■• ALL OWl01/
AT E,n .000 ••.00.ILLAw. we. IMMIX.
WOOD
Lt
NO.1+ -I' LG.
WOOD SCREW
AAA MO
64139
I OF 1
SUNMASTER CATALINA °IN