SHUTTERSApplication 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.
1
Owner's Name and Address .JA Mai IP ‘ 11 0. 4 1 Jt No. N46treet 100
Registered Architect and /or Engineer
Name and address of licensed contractor W 11ar S_!1La.I'Ir_(C Co. 4420 N•W• 3' Cr. MAMA
Location and legal description of lot to be built on:
Lot Block Subdivision
Street and Number where work is to be done , 0 H,E. . - - __ tte'?
State work to be done and purpose of building (by floors) S 11� 1` I S4r M* s outT ro"R.s 10 d lsas iviven
t W111.101116.90 0w CAW Mao E4t141401a FAvi (5) PRAas atkokmabarwour
st y FIDa. FttCArt /Iten•wtt
New Building Remodeling or Addition Repairs No. of Stories
To be constructed of Kind of foundation
Estimated Total cost of improvements $ %S• t0 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
413 -Cis
be sent to JAMMS /& C I 4114,W l
Disapproved
(Signed)
Chairman
Member
Member
APPLICATION FOR BUILDING PERMIT
Date.
Building Inspbctor
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
PLANNING BOARD_
Council Approved __Date
NOTE: A charge of $1.00 will be made for making corrections
the Planning Board.
A re- inspection fee of 51.00 will be charged
materials and /or workmanship.
Date Da Ge Nl1WA.
My Commission Expires__
Roof Covering
, 19%
and for no other purpose.
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 s bcontractor , on wor to performed under this
permit, as are licensed by Miami Shores Village.
Remarks
(Signed) _��¢� (� /' --�7 w, _ �
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 stated are true.
Permit No.–___1-_ l 6 / Date � , ..57 7 t _ Read, Sworn to and Subscribed before me.
Notary Public, State of Florida
DATE
Member
Member
Member _
Disapproved Date
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
04110T tg LEGAL :
Lot
'1 Sub
P L O T P L A N
s 7 4 it it Xi
OMIT
Customer's Name:
p Address:
Job No:
1
A
Block
W I L L A R D A W N I N G S H U T T E R CO.
4420 N.W. 35TH COURT,.MIAMI, FLORIDA 33142
H O U S E
PART
ALLOY
001PR18810N
TIDED SRR168
Box EEAM. LOVV
6
26,000
HANGER BEAM
63-
25,000
SOUS RIVETS
20
+38,000
moat SUPPORT, TOM
6063 -R5
16,000
� I
1 1 11
' • 1 1 1 1 1. 1 1
TALTItr #4025
2" t T:;
e
I,=`1
�� MBA
�II�
DERAIL -0
LOUVER
SPACING
CISLR
«21.11
i":1:= Mir NA
1IIII11L a�u
11 1
RANGER
R JII
11 t�.
�-
riw ni mart
8171111 ale
trims E.
W V - 1M .WAN
MIAMI ISCLw-ia
W_MS ■ 1B
RIM= mamma
wIMI =MA
war Emma
MESE. Mend
Eyr• USIA
�
E.21.11111 EMMA
�rRE Ea11
=TAM IIIBUSUI
MIKUMIMEMPW
-W WOMB
OROURD
0 - 5'
5 -15
15 -
35 . - 5
55 - 6o
AUOINARI PIOV0CfOM ACIEDYAI
INTENZOE BRIMS
BOX
BEAD:
o +TLY
OOTSILS
BOX
BEAK
OI1Ef
5' -n
-2
4'-
Ti EWPPORT M I I=
=MAUI FR AC
BOX 38*1 BIM "as
ONES BAWER
4'-10" SI - 6 "
4' -0"
3' -e•
3' -3 .
B
1
Y
26" IYI D —
TUB SUPPORT 31*01I0- SEE SCHIMUL1
8CHmQIi
FLIID OR ADO
ARM SUPPORT
(
13L 223 1'
"we is
3/8' •1-1/4
2" m.
DETAIL- A
1 /4" -- 4 - 1/6
BOLT POP RI.'EPS
U31 I -Bill Il31Tl - AS SRO= IP
P L A N
ISL 13
c
.109" THICK
•
DETAIL- E
FOR 211D FLOOR & HIGHER
1/ POP 113138 12" C/C
STAG' 1IT8 2 AT EACH YD l
SECTION -CC E
SITE BEAM DESERT
ISL 1311 (ADJ)
AWE TUBE
0.84" O.D.
.109" WATT.
1-102: c
PIN
LOC1100 R11;G
A
DETAIL - B
SECTION - BB
1
SNORE c
TO LOCI 81M= IN STORE
POSITION, FOLD MOM= n SECTION - AA
1011 AND LACE IN P081T101
AS 38018 IN max. •D• 01 'so
TIOTE: THIS SHOWER DOES NOT WAVE TO BE
CLOSED DURING A HURRICANE
ST • TANP11 • 3 15
• z 7/8" • " 0/0
1/8" POP RIMS
4 RSO'D
2.50
L r
q ;;
.325
SECTION - CC
BOX BEAM
ISL 112 ISL 113 (PUNCHED)
CAULKING
RIAD)QR 81218
CONTINUOUS
1/8" POPRI
5" O/C-STAGGERED
DETAIL- C
148" POP RIVETS
C /0- 8L00u
WITS 4 AT 3AOH END COT OUR FOR LOUVER
HANGER
ISL 176
.062" .312
BEAM LOUVER
ISL 1211
SECTION - DD
AWL STOOP
1' 8118, .06o•
THICK
STAR • TAI!
W55 ' --
DETAIL- D
FOR -FIRST FLOOR ONLY
HEADER
ISL 100
1/6" THICK
WASHER DETAIL
ISL 151
HINGE
ISL 102
REVISED MAY '70
REVISED JAN't9
Revised No
-0•
T' -0
8.4"
OPTIONAL: /6 O.N.O. • 6. 0/0
TYPICAL EPDXY DETAIL
]IlalLallnalIS
DESIGN BTDD LOADS ARE I:; ..000RD:.ICE =11 SECTION
2306.2 OD _HE SOUTH FLORID. BUILD :US CODE,
TEST LOAD: 1.5 DESIGN LOAD
CONNECTIONS: 3.0 TILES DESIGN LOAD
AIIOSUMI PID1I
MEI MB= 1,/180
sMC01zrAa E�8
tEC0V PMON Met WAD
ALAIma ALNOY oP AGN COQa II A IC
A3 D�7AIm E TQ 1*032101 AS800LRI01.
>0E/: PIiAI SPECIFICATIONS RH- 1-524,
3111 II, CLASS 2 ON EQUAL.
osuL mom
THIS WEST= WAS DESIGNED ACCORDANCE SITE THE
MITMOPOLITAI DADR COUNTY WILDING AID PALING
=FARROW POLICY, DATED SEPT. 1, 1967, SAS= 01
TES SOOTS PLOIID► BUILDING CODE.
LASOIK( A":0 HORS OF THE SALE QUALITY & STRENGTH MAY
BE S_- S-" FOR THE ANCHORS SHOWN. ( :RTRO
1. PROV19)
WE SDI WAS TO BR PASTO= TOME= WITH 1 -SOLD
TYPE 1204 WO= OR I6 SELF TAPPING RAM"' 303835.
1/8 D. POP Enos EAT as SUBSTITUTED SITS /6
SII? TAPPING 81.031 1 SCREWS.
PRINTS VALID 201 30110210 DRARPII er PURPOSES
RIMED SIGN= 1Y TEO =GEO t OVER RIO SEAL.
REVISED AUG 73 DELETED 1 BEAM
ADDED HARDER HEAL: SPANS
ADDED HA'GRE SE/GI, PART HOS.&LaSC
Added Projection Schedule
W I L L A R D SHUT ER CO.
MIAMI FLORIDA
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS__ •L
DAT. SIAD I•"AAD" rw lerso Lv IaMG1 Os 1 rl:z'ID. 1 am= 'o.
0011I11"C,OD O"AIY WIMPY ALL IN NOM I 6 7
AT sac scows /DO®.I" WIN =NM
The Islander
1' -
4. — 8"
he — h•
'POSE ON ALL
POUR 30RPACIS
19 1 lof
GENERAL
Shutters shall be the all - aluminum ISLANDER, (Bahama /Sarasota) style, as
manufactured by WILLARD SHUTTER CO., INC., Miami, Florida, where indicated
and as detailed on the drawings.
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 styrofoa 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 reinforcement as re-
quired.
OPERATION
Shutters shall include a continuous, reversible, extruded aluminum header
as a top- hinged mounting device.
Shutters shall be supported by means of telescopic adjustable arms (or:
fixed arms with the shutter projected at an angle of (3 ). The arms connect
to rod brackets on the underside of the shutter and to the camelbacks mounted
to the existing structure.
The shutters shall include arms which can be disconnected to facilitate
lowering the shutter into the closed position (or: the shutters shall include
arms which are attached permanently in order that the shutter may remain in a
fixed position at all times.
MATERIALS
Box -beam and louvers shall be 3004 -H36 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 -T6 extruded aluminum, .062" typical wall
thickness,
All fasteners shall be self - tapping stainless steel machine screws or pop -
rivets, aluminum alloy 2024 -T4.
Header hinge, tube supports, tie -down straps, and camelbacks shall be
aluminum alloy 6063 -T5.
FINISH
Box -beam frame and louvers shall be roller - coated baked enamel in a medium
gloss as selected from manufacturer's standard colors. (Special finishes
available subject to inquiry.) I -beams shall be mill finish. All other alum-
inum extrusions shall be anodized R1 -201.
SPECIFICATIONS
•