42 NE 96 St (8)4
New Building .. Remodeling
Remarks__ _
Chairman _
Member
Member -
Council Approved
MIAMI SHORES VILLAGE
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.
7 Date________
Owner's Name and Address No
Registered 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 floors)
/-2
Subdivision
Addition Repairs No. of Stories.
To be constructed of Kind of foundation___ Roof Covering_
Estimated Total cost of improvements $ Amount of Permit $ 3
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 foi said building. All notices with reference to the building and its construction may
be sent to___._
The undersigned applicant for this building permit doc 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 subcontractors, on work to be performed under this
permit, as are licensed by Miami Shores Village.
(Signed)
STATE OF FLORIDA,
COUNTY OF DADE. J ss.
Before me, ._.. 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 stated f are true. // L
Permit No _/ Date_. / 7/ .. Read, Sworn to and Subscribed before me.
Disapproved - - -- - te.
Notary Public, State of Florida
(Signed) �/ ! _ � - -_ - - -- �..._.._
- -- -- -- - ----- -- Buildi .Inspector My Commission Expires__
PLANNING BOARD__ __ . DATE
Member
Member
Member
_Date Disapproved
,19
Street
and for no other purpose.
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.
Opening No.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
Owners
Size Style
59 5/8 X 63 Catalina
59 5/8 X 63 ►►
59 5/8 X 63 "
62 5/8 X 50 ►►
47 1 /16x 63 ►►
47 1 /16x 63 ►►
47 1 /16x 63 ►►
47 1 /16x 63 ►i
44 x 5o ►►
47 1 /16x 63 ►►
l 0'
to
(, 1
1A
Contractor: JALCO, INC.
Proj. Const.
60" aluminum
60" ►►
60" ►►
47" ►►
60"
60" ►►
60" ►►
47►i ►►
60" ►►
® ►
John Scherba
42 N. E. 94 Street
Miami Shores Village, Florida.
AWNING CLOSED
,1 r
'I ti
ANCHOR
SEE
SCHEDULE
1516:
1/4"
- SUPPORT ARM
BUTTON
5 -CAMEL BACK
AWNING OPEN
TO LOCK AWNING IN STORM POSITION, REMOVE
CAMEL BACK PIN OR BOLT, RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL
BACK PIN OR BOLT THRU VALANCE.
z
- .06d EXTRUSIONS
IIITLR1.1EDIATE STORM LOCK
' AIICHOR SEE SCIODULE
I /8" X 3/ 11" ALUMINUM
STRAP
PROJECTION A
5o
71
i, 6-HEADER RING:
" ,- 1 -M 8 S. M. SCREW EA. SLAT
•10 S.M. SCREW
USE ONE FOR SPANS
60" OR GREATER.
VALANCE
HEADER ANCHORS SHALL 8 LOCATED AU SHOWN, EXCEPT' Eivic}: a
•IT11 P.^aOJELTKRn3 GREATER THAN 53" Cam `ILDT"v;S GREATEN
THAN. 70' SMALL H"` "2 2 ANCHOF3 AT EA=
z
0
F
0
0
0
a
ROOF SLATS
,--7" 1- S.M.SCR EW EA SLAT STAGGERED, ALL PURLINS.
ADJUSTMENT HOLES
I/4 BUTTON
- - ROLL - 'ROOF SLATS 2 SMS. EA. TUBE
.0-40 GUSSET PLATE 4- " 4 SMS.
TYPICAL PURLIN
-2- ANGLES (SEE PURLIN DETAIL )
STRAP HINGE I" X .040"
I" 0.D.TUBE
7/8" TUBE .049" WALL
CAMEL BACK .080" FOLDED PL.
I /4 "DIA. PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
4-"B SMS.
Iu
5/8" SQ. BUTT JOINT TUBE .040" WALL
USE "INTERMEDIATE STORM LOCK" @ EACH
END AND AT MIDSPAN FOR WIDTHS
GREATER THAN 60"
.040 GUSSET PLATE 4 SAGS.
INSIDE SLAT ( EVERY 3 RD SLAT )
IX
WIDTH _.
MAX. 91"
PLAN OF AWNING
1/4" HOLE FOR
CLOSED POSITION
SECTION I X - X I
.049 WALL
Ty16" BOLT
I/4 " -20 BOLTS
I/4'1 J.
I('2"
tom -
,,J/P" I /24JL.7 -
3 1G
2 - S.M.SCREWS
L- I' /4 "XI ° X 115 ° X V2
PURLIN)
(SHOWING CONNECTION
AT EA. END OF NOSE PURLIN)
SLAT DETAIL
VALENCE 6"
SEE SCHEDULE
FOR THICKNESS
bALANC=
SEE SCHEDULE
FOR THICKNESS
SECTION. 'Y-Y'
„1/4"
ROOF SLATS
URLIN
PURLIN
PROD.
5G
71"
71"
71°
78"
91"
72
85"
91
.040"" • 13"
.040" 1 (s
.040"
.063"
.063
In
PURLIN Q VALENCE TH=N *S3 SCHEDULE
MAXDINM VAtENcE • MAXIMLll9 PU.'71.IK SPACIICS
WIDTH TH IcXNE3Sj TO NOSEJTO HFJ98ER TYPICAL
14'
13
1r
1o"
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005 -H34 BOLTS 2024 -T4
VALANCES 3003- H 14
ARMS 3003-MIS
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 CONTAINEO 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.
CONCRETE
1/4" X I-1/4" DIAMOND
HAMMER DRIVE NAIL
CR I/4 " SUPER -
GRIP JORDAN KB X I/4
LAG.
DAIV
ANCHOR SCHEDULE
11401/0, 1
HOLLOW WALL
1/4" X 20 LONG 4
WING TOGGLE SCREW
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
6 E T S.W. Z1 AVE , MIAMI. f L 0 R I D • C O N S U L T I N G
E N G I N E E R fA
9-141 °•••••"• AK. 1 "u'•" E.G.1 c..c.D.K.T
COMTNACTON WALL WDtIR ALL D1M01t10M/
AT SITE SE"ORE PROCEEDING WITH WORE.
64139
WOOD
12"
NO. 14- I %2 "LG.
WOOD SCREW
Pill SKI,
1 OF 1
SUNMASTER CATALINA 9!
READ
HINGE
AWNING CLOSED
AWNING OPEN
TO LOCK AWNING IN STORM POSITI01, REMOVE
CAMEL BACK PI1 OR BOLT, RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL BACK
PIN OR BOLT THRU VALANCE.
# S.M. SCREW
HEADER HINGE DETAIL
HHAZUR HINGE
O V ALNCE
/SUPPORT ARM
CAMS: BACK
3/4 "o.D. TUBE .04r gip SECTION 'X-X
2- ANCHORS 36.
CAMEL BACK
/ROLLED ROOF SLATS 2 - #4 S.M. SCREWS P EA. TUBE
,,-ADJUSTKENT HOLES
-7/8 "0.D. TUBE .o149"wALL
WING DETAIL
_.040" GUSSET PLATE 4-01 S.M. SCREWS
TYPICAL PURLIN
2- ANGLES (SEE PURLIN DETAIL)
CAMEL BACK .080" FOLDED PL.
} PIN OR BOLT
CAMEL BACK DETAIL
- STRAP P.INCE 1 "z.040" .°+
o
4 S.Y. SCREi3
/8 "SQ. BUTT JOINT TUBE .040
PLATE 4-y43MS — - -
WALL
.040 GUSSET - -
INSIDE EVERY 3rd I -
SLAT - i
- r
i
1.-- — — 3-7/16"
3
U. 5/
SC. TUBE
HHADEN ANCHORS SHALL BE LOCATED
AS SHOWN.
Z r, lu
I MICH
56" CAXIMOM
PLAN OF AWNING
OVERHEAD 420 7/8" X 04"" WITH
2" X1/ X 2" CALD LBACI
CONNECTED BY }° - 20 BOLT
ROOF SLATS- '.1 -M8 3.M, JCREW EA. SLAT STAGGERED ALL PURLINS
EURLIN
PUSH BUTTON
DETAIL OF ROLLED ROOF SLAT
}" HOLES
FOR CLOSED POSITION
'0
PURLIN
}" -20 BOLT • PURLIN
, - VALANCE
B 10 SMS SCREW
}" - 20 BOIIC
z 1" z .115" z
ANGLE
ROOF SLATS
N7 }"
9/16 SECTION 'Y -Y'
PROJECTION
48"
48"
56"
56°
71"
5 6"
16"
15 "
12"
ALUMINUM ALLOY OF AWNING COMPONENTS OR AWNING
BUILDING SHEET.
ROOF SLATS 50 -334 BORIS 2021
VALANCES 3003 -316
ARMS 3003 -N19
PURLINS 5
ALL AWNING SIZE3 SHOWN ARE MAX. LESSER SIZES MAY BE
USED.
THE JAICO SCHIIASTER CATALINA AWNINGS WIRE DESIGNED
AND TESTED IR ACCORDANCE WITH THE METROPOLITAN
DADE COUNTY BUILDING AND ZONING DEPARTMENT POLICY
FOR PLANT PRODUCED PREFABRICATED RIGID AWNINGS, CAM
OpIES AND CANOPY SHUTTERS, DATED OCT.10,1960. BASFD
ON SOUTH FLORIDA BUILDING CODE.
AWNING ARILS MAY BE MOUNTED OVERHEAD USING SAME
FITTINGS AND DIMENSIONS.
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS:
JALCO, INC. CERTIFIES THAT TEE 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 TO THE
WALL DURING A HURRICANE WARNING OR ALERT
JORDAN 105 } "z
1}" LAG SCREW
OR } " -20 SUPER
GRIP OR }" X
1}" D.H.L.
OATS
PURLIN SPACING SCHEDULE
,
71 "
CONCRETE
NO
WIDTH, TO
4 6"
5 6"
1
5 6"
45"
5 2"
`MA L 6TAF[E
NOSE R.W1
16°
16"
16"
16"
14"
ANCHOR SCHEDULE
HOLLOW WALL
ISSUED
1 4"
14"
ACKERMAN JOHNSON
20 LONG
WINO TOGGLE
SCREW ANCHOR
BATE
DATE: 3/6N IDRANICDB IBESIGN ICNEC"
CONTRACTOR SHALL VERIFY ALL 01■ENSIONS
AT SITE SEFORE PAOCEEDINO MITE WORK.
MAX M SRNG
TO AX C
BALM
13°
15
18°
17"
14°
FILE NO.
6522
SUNMASTER CATALINA 56
18"
12"
32'
32°
17"
�
WOOD
N0. 10 -1 }" LO.
WOOD SCREW
REVISION
JALCO, INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH a ASSOCIATES
627 SW. 27 MI AVE., MIAMI, FLORIDA
C O N S G L T I N G E N G I N E E R S
SHEET NO.
I of I