320 NE 100 St (9)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 sFyecified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
STATE OF FLORIDA, I
COUNTY OF DADE.
Permit No._
Chairman
Member
Member ..
Council Approved
MIAMI SHORES VILLAGE
APPLICATION FOR BUILDING PERMIT
ss.
State work to be done and purpose of building (b4loors )
� - k.o t .t2 L
Date
BUILDING INSPECTION DEPARTMENT
Date_____-_
Disapproved -•- _ •. _______ • _
( Signed)
Building Inspector
NOTE: A charge of $1.00 will be made for
the Planning Board.
A re- inspection fee of 51.00 will be charged
materials and /or workmanship.
PLAN ING BOARD
Date
X
Date
My Commission Expires
Owner's Name and Address._ � /6iao / - No.
Registered Architect and /or Engineer 6
Name and address of licensed contractor ___ -`!- - .�._ Y_? -b ___ h 1,,(____a A`LS(_
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done 3 .o 44(6 . _ QQ
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation ��� Roof Covering
Estimated Total cost of improvements $ _ !._� — 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 . p element,
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors em t s' ed 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 ork su public notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontra 4rs,j on ; rk to l perfr ed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed) 7A-
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 stated are true.
Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
DATE
Member
Member
Member
Disapproved
,19
StreetiJ /Carl
4- - ‘. c
and for no other purpose.
Date
making corrections or changes to this application after approval has been obtained from
when such re- inspection is made necessary by improper notice for inspection or faulty
PART
A LLOY
COQ.
Y1'ffi,D BTRESS
BOX REAM, IODVLC5
, /
8,000
BOLTS, RIVETS
202■
39
HEADER, TRACK
6063 -r5
16 ° 000
," i'
c
I
:f
PART
A LLOY
COQ.
Y1'ffi,D BTRESS
BOX REAM, IODVLC5
3004 -E36
8,000
BOLTS, RIVETS
202■
39
HEADER, TRACK
6063 -r5
16 ° 000
0
f
1
� B
4
—I I -•o
L.G
26' tat.
TRACK
SL 104 AND SL 105
DETAIL B
1.415
N
I!J "1
8 2.250°
PLAN
A
GUIDE
ISL 107
TRACI
DETAIL
2.50"
(SINGLE) (DOUBLE)
SECTION A -A
r0 .o25n
I
ISL 112 ISL 113 (PU'iCIFD)
BOX BEAM
cfs
:I
RIVET
BACK -UP PIA
9L 141
NOTE, LATCH TO BB IN -
0 -5
5 -15
15 - 2 5
2 5 -35
35-55
55 - 6o
7/32 STAINLESS STEEL PIN (OR 2024 -T4 ALUM)
1 -I/2" is 1 -1/2 t 1/4 "L
8 CORNERS BEHIND LATCH PINS
SECTION 8 -
PrNTTI0N AS SHOWN WHEN
SHUTTER IS IN STORM ONE ENETIRHD
POSITION. PER SHUTTER
SECTION C -C
EiIE,MME MMIELMME
=MUM =d0M11•1
IMBIMI
=MB= M4nii
mrsmolownimm
a>ZI1G1•
Eszc>_s�lurl�
=16�
PROJECTION SCHEPUIE
HEIGHT ABOVE IR. LOUV MAXIUTBI
GROUND- FEET SPACING PROJECTION
(ALTERNATE)
ISL 101
LATCH DETAIL
ISL 152
1/9 THICK
WASHER DETAIL
ISL 151
ISL 102
5
n
T HEADER HINGES
RPDXY
OPTIONAL
y6 3NR E11 6' C/C
TYPICAL EPDXY DETAIL
ISL 115
8XGN CRITERIA
DESIGN WIND LOADS ARE IN ACCORDANCE WITH SECTION
2306.2 OF THE S0013 FLORIDA BUILDING CODE
TST LOAD -- - - - --
CONNECTIONS- - ----- 3 t DESIGN LOAD
Amo.uoD3 DEFLECTION
SECONDARY MEMBERS - --- ---
RECOVERY PROP TEST LOAD - - -----
ALUMINUM ALLOT OP SHUTTER COVIONEDTTI
IN ACCORDANCE WITH TIE ALUMINUM ASSOCIATION.
STYROFOAM FEDERAL SPECIFICATIONS EH-1 •524,
TYPE II, CIASS 2 OR EINTAL
EPDXY E-BOND N0. I -12 MANUFACTURED BY TEO
---- INTERNATIONAL EPDXY CORP. OE !$UAL
GENERAL NOTES
THIS SIFFIER WAS DESIGNED IN ACCORDANCE 11TH THE
METROPOLITAN DAEE COUNTY BUILDING AND ZONING
DEPARTMENT POLICY, DATED SEPT. 1, 1967, BASED ON
THE SOUTH FLORIDA BUILDING CODE.
THE STYROFOAM MOST ADHERE TO AIL POOR SURFACES
OF THE BOX REAM BY 33AI® OP AN EPOIY TYPE C.
#6 S.M.S. TO BE STA11LEES OR GALVANIZED E'N&
PRINTS VALID FOR BUILDINGAEPARTEEM PQEPOIEI
ONLY WHEN SIGNED BY THE INGIREER OWE BSS ZEAL.
MAS0:7{t AHCHORS OF THE SAME QUALITY & STRENGTH
MAY BE SUBSTITUTED FOR THE ANCHORS SHOWN. (METRO
APPROVED)
REVISED JAN '69 'RIVETS, PARTS NOS. & MISC.
P VTCrn T:OV 167 ATORD PROJECTION SOT+T77UT.R
AWNING and
WV ILLARD SHUTTER Cs.
MIAMI FLORIDA
CARR SMITH & ASSOCIATES, INC.
CONSULTING ENGINEERS
CORAL GABLES ILO R ID A
DOTS GmEZEMj_
=VA MEMO {MEET No.
CONTRACTOR SHALL WWRM.r ALL OIMINSSONS I O D I of
AT SrtE SSTORS PROCEECINO WITH WORIt
ISLANDER SLIDER SHUTTERS
GENERAL
Ornamental shutters, as installed beside windows where indicated and
as detailed on the drawings, shall be the all - aluminum ISLANDER, as
manufactured by WILLARD SHUTTER CO., INC., Miami, Florida.
Shutters are to be: (select one)
CONSTRUCTION
Shutters shall consist of a series of 1 -3/4" wide fixed louvers
inserted into interlocking box -beam frames, 1 -5/8" thick and 2 -1/2" wide.
Louvers shall be rolled with a converse beveled edge and spaced in
1 -1/4" height increments. Louvers may span a maximum of 26" at which
point an additional box -beam shall be required as an interior frame
support (mull).
Each box beam shall be packed with styrofoam to firmly receive the
louver and add structural soundness to the frame. Heavy duty extruded
aluminum I -beams shall be inserted into box -beams for additional re-
inforcement as required.
OPERATION
Non - functional ornamentals shall be mounted in a fixed position
with top and bottom tie - downs.
Standard sliders shall move across an extruded aluminum female
header at the top which receives the vinyl male header attached to the
shutter. The shutters shall be secured at the bottom through an
aluminum tie -down strap.
Sill track sliders shall function to move across an extruded
aluminum female header at the top which receives the vinyl male header
attached to the shutter. A lower track shall be provided to act as a
guide for the vinyl extension at the bottom of the shutter and to
facilitate securing the shutters into a fixed position by means of
stainless -steel pins which drop down through an aluminum bracket affixed
to the sill of the shutter into a hole drilled in the track.
Hinged shutters shall be mounted on aluminum hinged hardware to
swing closed and lock securely by means of a aluminum horizontal lock bar.
Shutters shall be held back in the open position with a nickel- plated
brass friction -catch device.
MATERIALS
FINISH
30
Y
SPECIFICATIONS
(1). Non - functional ornamentals
(2). Standard sliders
(3). Sill track sliders
(4). Hinged
Box -beam and louvers shall be 3004 -136 roll- formed aluminum .025 "thick.
Styrofoam shall be Dyplast expanded poly- styrene insulation to
meet Federal specifications HH - 1 - 524A.
I -Beam inserts shall be 6063 - extruded aluminum, .062" typical
wall thickness.
All fasteners shall be self - tapping stainless steel machine screws
or pop- rivets, aluminum alloy 2024 -T4.
Female header and tijack shall be aluminum alloy 6063 -T5
Male header shall be black extruded rigid vinyl.
Track guide shall be white extruded rigid vinyl.
Box -beam frame and louvers shall be roller- coated and baked with alkyd
or acrylic base enamel (two coats) in the standard color selected.
Header hinge shall be anodized R1 -201.
1
•
3
g-61