546 NE 97 St (18)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 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 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 O ). 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.
PAGE 4
SPECIFICATIONS
PANT
ALLOY
oOMEESBIDN
YIELD STRESS
Roz RAM. Lomas
HANGER BEAM
BOLTS 8/VETS
��
soo4
20 - 74
6o65-T5
28,000
25,000
5 8, 000
16,000
1_
Is l. 323
anti
1 •
11
DETAIL- A
1/4" -- 4 - I18
BOLT POP RIVETS
. 144.TAEPXN 44025
2" Ii10
A
�I I - z - i-
Mil kIlLGEND
t
LOUVER
SPACING
CLEAR
MUM «:111
EEMEMILiZRJE
EIRI L�V
MILIMI EIiL
EMIMiii
IMMO
OIFEWINEWIN
MELIMINEINEW
1s s
WAIN
INITLIMI MEW
Ell=MIMI
UNGER
E RAN
li
GROUND
0 -
-15'
15 - 25'
33 5
55 -
60
AUOwAIIE P00ICTION SCHEDULE
IM MO, MUD
Box
RBA(
0"LY
OOTBIa
BOX
MAE
OLLY
5' - 5
-2
0
P NAINUPI01
5'-0e
-0•
8'-6•
MAXIM= SPACER)
BOX BEAN
OILT
. 4' -1o"
4'-'
4'-0'
Elio sr
SIMMER DUX
- 6"
5• - a"
-
1.' - 10"
- 8"
h' -1."
N
8
C:
1
L1
26° M•x
8
■
D
A
TORE SUPPORT SPACII0- SR sc8YLE
acHEI0LI
FIXED OR AD.7
ARM SUPPORT
I CAMELBLC7
.109" TRICK
2' MN
DETAIL- E
FOR 211) FLOOR & HIGHER
1/8" POP RIVET'S 12" 0/C
5TA00EtED MTH 2 AT MOH"
annovomi
SECTION -C C
WITS RAM 71318?
USE 1 -BEAN INSERTS - AS SHOW IN
P L A N
ISL 134 (ADS)
ALUM. TUBE
0.84. 0.D.
.109' MALL
NYLON C
PIN:
LOCK/0G RII:G
A
SECTION - BB
4
DETAIL - B
1*
worm C a
TO LOCI MUTTER IN 81081
SUPPORT ' REMOVE ER SECTION- AA
D0W AND LOCI D1 POSITI01
AS mom II mai ft" 01 'M'
ROTE: THIS SHOTTEN DOES NOT WAVE TO 83
CLOSP.D DURING A HURRICANE
STAR 'TAESII" A
1 /4 z 7/8" • 566' 0/0
4 8 POP RIVETS / CAU EINO
mueD
If=
BOX BEAM
ISL 112 ISL 113 (PUNCHED)
LOUVER
SECTION - CC
HEADER BINGE
CONTINUOUS
1/8" POPRI
5" C /C- 3TAOGERED
DETAIL- C
3�8' POP RIVETS
C/O- STAGGERED
WITH 4 AT EACH END CUP OUT FOR LOUVRE
.062" .31"
HANGER BEAM LOUVER
ISL 176 ISL 114
SECTION - DD
ALUM. MAP
1' MIS, .060•
MICE
2
STAN own.
DETAIL - D ;IASM
FOR FIRST FLOR ONLY
HEADER
ISL 100
HINGE
ISL 102
1/6" THICK
WASHER DETAIL
ISL 151
L
EPOS
5' -8"
5'-3
ortloNALi #6 s.1.8. • 6' o/c
TYPICAL EPDXY DETAIL
MIMILSIMIZSMs
DESIGN 011 D LORDS ARE II: :.CCGRD,.I:CE ':!.'.H SECTIGE
2506.2 OD :SE SOUTH FIOR :DA BUILDING CODE.
TEST LOAD: 1.5 X DESIGN LOAD
00R1R1D13, 3.0 TIMES DESI01 LOAD
ALLOWABLE mLICTI 1:
MAIN Mtn 6/180
SECOIDAHY MENDS
RECOVERY FROM TEST LOAD
OF AEEIIO COMPONENTS:
EPOS 01 ALL
POOR 3ORPACE8
111
I01ED BY TER & WHIMUM ASSOCIATI01.
2222222•' MURAL SPECIFICATIONS HH -1 -524,
TYPE II, CLASS 2 OH EQDAL.
11EXEuL NOTES
THIS SHUTTER RAS SSIONED MII ACCORDANCE TIM TIM
HRl1EOPOLITAE DADE COU3?! ES1LOII0 AND COEIIO
MARMOT POLICY, DATED SEPT. 1, 1967, HASID 01
THE SOUTH PL0RIDA BOILDIE0 COIN.
LASOIMY n :: - BURS OF TFX SALT QUALITY & STRENGTH FAY
EE S_- :.'>' - "'ED FR THE AIICHRS SHORT:. ( :1TR0
i.i ?RSJID)
THE BOX BEAM TO Hi FASTENED TOMMI R MITE 1-NORD
TYPE 1204 2P017 OR /6 SELF TAPPER) YACHTER SCREEN.
I/8 II. POP arms NAY R SUBSTITUTED WITH /6
SELF TAPPIIO MACHINE SCREW.
PMTS VALID PORE 80710110 DEPARTED? PURPOSES
OILY NMI SI ®ED ST ME ENGINEER OVER BM SEAL.
REVISED AUG 73 DELETED 1 BEAM
REVISED MAY '70
REVISED JAK't9
Revised No.
.'.7
ADDED RANGER BEAM SPANS
ADDED HA':GER BEAN. PART NOS &RISC
Added Projection Schedule
W I L L A R D SHUTTER " C0.
MIAMI FLORIDA
CARR SMITH I ASSOCIATES
CONSULTING ENGINEERS.
MIAMI
•LO/E4Dw
DATE 8j4, Ioowaw rw Immo rw lemec t DS 1 PE/ Ne. 1 oer en.
m.L.CION ---- WIMPY A.. 011•11111•101111 1 67191 10f 1
wr ens eoo"s PIgD�r ANTE wart
Th. II,tlend r
GENERAL
SPECIFICATIONS
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 styrofoam to firmly receive the louver
and add structural soundness to the frame. Heavy duty extruded aluminun
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 o ). 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.
PAGE 4
PAN!
ALLOY
001EBISSION
YIELD STRESS
ICI RAN. LOUVERS
HANGER BEAM
BOLTS RIVETS
DOLTS, M
3004 -336
6063 2u
2021E -T4
6363 -75
28,000
5
38,000
16,000
FL'QD OR ADJTSTABLH
ARN SUPPORT
it
1 I �
TSL 123 1 �1
STAR L
"rAi PI1 S
08 -1/4
N
8 !);
C7
t
1 1
1
26 L1
•
AI
a
TOR SUPPORT SPACE'O- SR SCUD=
D
SCHEDULE
C
ISL AL�.BA
.109" THICK
•
2 IN.
DETAIL- A
" -- 4 - 3/8
BOLT POP RIVETS
USE I -HEAR INSERTS - AB SHOWN IN
P L A N
• 4
•
I 11
• .1.k2•1IPIN y(
2" BIN
DETAIL- E
FOR 211D FLOOR & HIGHER
11/8 POP RIVETS 12" 0/0
5TA001RED KITE 2 A2 EACH IND
SECTION - C C
WIZS min INSERT
ISL 134 (ADS)
AFAR. TOR
0.811 O.D.
.109 KAL3:
NYLON C
PIE:
LOCKING 11220
A
SECTION - BB
DETAIL - 8
1
e
NOTE:
'D
0
LOUVER
BOX BEAM
ISL 112 ISL 113 (PUNCHED)
DETAIL-
IEITAIL R
SECTION - CC
TUBE SUPPORT
DETAIL.. IL A PIS OR
ADJUSTABLE
amammo C
TO LOCI SHUTTER E' ATOM
POSITION SUPPORT BRU E SECTION - AA
mom DON! A213 Lam E' P0312101
AS mom a DRZAIL, • 0 o! •N*
1/8" POPRI
5' C /O- STAGGERED
DETAIL- C
iC� Mit :1M Elf `it'
iT� MERE ERE L17rta t1Z'
'IL •. 1A Mr= E..
=via mama yak= Mitt
i.M�Y
IWI ETWITh WIZ
wai. mama trims • •'
�L��
iC�f
MM.=TE�1iM Mai= U3ER .w
IMTAMI NETSIM MEIN WATT LEA
=NE ■1R N SIMS SS i 'i
=T1= MEWL' masa mimri
WAN EWE I.ASTni 1�
ESE Ee9a � RIME .. iit:�
!V AM BI�161 1•1t1la Mit
MAIM OTI3)a �� r: s jl - ■
�Si
_ tS E3I
i •
tii17■1 1a /:1motin
mumNum�� MEIN ia3l
�
w1ESsii RIME '
�vH
GROUND
0
-15
15 - 2 5 '
33 5
55 - 6o
2
LOUVER
SPACING LS
CAR 0
THIS SHUTTER DOES NOT RAVE TO BE
DURING RING A HURRICANE
STAR "TA1P1N 15
f A • z 7/8" • 3 • e/s
• POP RIVETS
CAULKING
BEAD141 8131ol
CONTINUOUS
148" POP RIVETS
C /0- STAGGERED
WITS 4 82. EACH END OUT OUT POE LOUVER
ALLOWAAU PIWECTION SCHEDULE
BOX
BEAR:
MAIL. STRAP
1 WIDE, .060'
TKIC[
• TAR
.062• .315_
HANGER BEAM LOUVER
ISL 176 ISL 114
INTERIOR BEAR OOle1s
HEADER
ISL 100
'SANGER
H JII oU12
HINGE
ISL 102
H0X
REAL'
0
318
DETAIL - D aaS:iZt
FOR FIRST FLOOR 0RLY
1/6" :'RICE
WASHER DETAIL
ISL 151 -
REVISED NAY
REVISED JAE'c9
Revised Nov. 67
sROilclaN
13032
5' -0•
7' -0•
8'.6•
• TOPE SOPPON
IAY.11101 52AC2O
BOX BRAE
OIII
4•
4' -0"
3'.8•
3'-3•
OPTIONAL: /6 5.1.8. • 6• c/C
1P032 ON ALL
P00350328031
TYPICAL EPDXY DETAIL
DESIGN WIND LOADS ARE I :: .. CCCID:.I:CE 31.11 SECT/0H
2306.2 OD =BE SGUM FLORIDA BUILDING CODE.
TEST LOAD: 1.5 X DESIGN LOAD
CONNECTIONS: 5.0 TIERS DESIGN LOAD
- AI/AMBLE DNRAC?m1,
EAa �E 0480
SECONDARY NEMBEES
RECOVERY FROM TEST LOAD
OF MINING COMPOII•TS:
R �pT
aaIONID Br 1E1 ALUMNUS ASSOCIATION.
P0AM MEM SPECIFICATIONS IE 2 OH EQUAL. BE-1-524,
GNNBIAL. VOTES
TOTS MUTTER WAS DESI3ED'21 ACCORDANCE WITE IRE
SETROPOLITAI DATE cowNT! BUILDING AND CONIES
DNPANTSBNT POLICY, DATED SEPT. 1, 1967, BASED ON
!BI SOUTH !LUANDA BUII.DE'0 CODE.
1AS0 :702 AIICHORS OP THE SAY'S QUALITY & 323220TH CAI
BE S.- :S -^ 'ED FOR THE ANCHORS SHOW:. (INTRO
i.FPROJHD)
TEE BOX BIAS TO R PASTES= TOGETHER WITH 1 -WIND
TYPE 1204 8032 OR 6 SELF TAPPING NACRE'S SCREWS.
3/8 a. POP HIVffi EAT BE SUBSTITUTED WITH 0
SELF TAPPING MACHINE SCREWS.
PRINTS VALID POE WILMS D1PA TEMIT MITOSES
01112 W®1 SIGNED BY 1 18E IKON= OVER RLS BEAL.
REVISED AUG 73 DELETED 1 BEAM
'70
ADDED RANGER BEAL: SPANS
ALLIED HA::GER BEA:i, PART UOS,AEIISC
Added Projection Schedule
W I L L A R D
SHUTTER TE
MIAMI FLORIOA
CARR SMITH & ASSOCIATES
CONSULTI HO ENGINEERS
3Ewr1 I. RA DA
em1. VA. ie'•'MN •••• IamN' loop: DS I Pwr wa 1 .+ MO.
16 7,91 l of l
The Islander
COM.MC.011 SHALL VAT ALL Oeeee/O1D
AT on* ss)ee• MIDOUTIOND MTN MOLL
Kenneth Russell Miller
3139 Commodore Plaza
Coconut Grove
Miami, Florida 33133
Dear Mr. Miller:
AAC:11
ABIAH A. CHURCH
546 N.E. 97 STREET
MIAMI SHORES, FLORIDA 33138
May 16, 1974
Re: Lots 4 and 5, Section 4, Amended; PB 15, page 4,
Public Records of Dade County, Florida
The purpose of this letter is to authorize you to
obtain from the Building Department, Village of
Miami Shores, Dade County, Florida, the plans of
my residence at 546 N. E. 97th Street, Miami Shores,
Florida, which are on file with that department.
If anything further is needed, please let me know.
Cordially,
OM& Oka.
Abiah A. Church
•
JOHN G. BOLEN
GENERAL CONTRACTOR
901 N. E. 79TH STREET
MIAMI 3B, FLORIDA
c
-