166 NE 92 St (7)MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Req
Date Time
"`- Type Insp'n — �!
Permit No.
Name /�
Address ,) (i2 Y v
—Company
Phone # l3 5 ' )� • 0/ VD
For Inspector: Name & Date
Approved
Correction ❑
Re- Insp'n Fee ❑
(L-e)Q
*25' )'0/
�'I CR.o -P
MORTGAGE LOAN DEPARTMENT
1202 Congress Building
MIAMI, FLORIDA
Mr. A. H. Nichols
727 N. W. llth St.
Miami, Fla.
Dear Sir:
INVESTORS SYNDICATE
E S T A B L I S H E D 1894
MINNEAPOLIS, MINNESOTA
January 30, 19140
In re: Case No. 09- 021905
Village Builders, Inc.
166 N. E. 92nd St. Miami Shores
We are enclosing herewith FHA Form No. 2218 - Certificate
of Inspection of Private Sewage Disposal System. Will you
kindly execute this form in duplicate and return to this
office in the self addressed stamped envelope enclosed.
Thanking you for your cooperation, we are,
Very truly yours,
INVESTORS SYNDICATE
er
6-:::///
4. v.
4I/
hereby : pply for a certificate to re- occupy the single family residence known as: (address)
J G, 1 7 ;L , Muni Shores, Florida.
Legal description:
Lot:
I hereby certify that I understand that the zoning of the property is for single - family residential use
and that it is unlawful for more than one family to reside therein. I also understand that any
Certificate of Re- Occupancy that may be issued by Miami Shores Village, Florida, certifies only
that the referenced property is being used for single- family purposes and that such Certificate does
not constitute any representation, warranty or certification as to the condition of the dwelling or
other structures on such property.
Applicant: ,(x„„�J_ C
Print Name`, ,c) d / IV
************::*****:*:************ ** * * **** * * *** **... ******* *** * **
For the purposes of conducting the inspection required by Section 902 of the Miami Shores
Development and Zoning Code, contact:
Contact Name:
Buyer:
PAY TO THE
ORDER OF
Barnett
FOR / 6
':067003985':5502 L46478
APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY
Seller: Realtor.
r
,Block: ,PB&PG:
Company N e:
,9 kJ
JANE E. GALPIN
479 N.E 93 ST.
MIAMI SHORES, FL 33138 -2841
037.
9190 Biscayne Boulevard
Miami Shores, Florida 33130
Date: 5 —/ S — le'
Telephone: ( 1 ) � € / X ! 2—c
?II
DOLLARS
5502
63- 398/670
0
38
oo
Mane
WV
Gn Sy 8. OWL
APPLICATION FOR CERTIFICATE OF RE- OCCUPANCY
to re- occupy the single family residence known as : (address)
. Legal Description:
Lot:
Block
I hereby certify that I understand that the zoning
and that it is unlawful for more than one family to reside the ein l �l I also nd e - family residential use
Certificate of Re :Occupancy that may be issued by Miami Shores Village, certifies o y any
referenced property is being used for single- farniiy purposes and that such Certificate does not
that the
constitute any representation, warranty or certification as to the condition of the dwelling
structures on such property. , or other
Applicant
Print Narne
**************************************:,******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
For purposes of conducting the inspection required by Section 902
Q y of the Miami Shores Land
Development and Zoning
Code, please contact:
Contact Name: 0 R A / 365 751 7 1
V Ct1r�'� Vt Telephone " O Ct 60 7
Buyer Seller Realtor
Company Name
Application Fee (S50) paid: Cash Check No.
Inspected by: ! - 2 — a 6 "
Approved Denied
Date
Comments:
PAGE 1 OF 2
Miami Shores, Florida.
Date
PB & PG:
hereby apply fora certificate
On behalf of Miami Shores Village, Florida, the undersigned certifies that the property
described in the above application has been inspected for purposes of re- occupancy pursuant to
Sections 901 and 902 of the Miami Shores Land Development and Zoning Code and that such
property may be re- occupied by the above applicant for single - family residential purposes.
THIS CERTIFICATE VERIFIES THAT THE REFERENCED
PROPERTY HAS BEEN INSPECTED BY IMIIIAMI SHORES
VILLAGE AND HAS BEEN DETERMINED TO PRESENTLY
COMPLY WITH THE SCHEDULE OF REGULATIONS OF THE
MIAMI SHORES LAND AND DEVELOPMEN. T CODE
PERTAINING SOLELY TO THE REQUIREMENT THAT EACH
ONE-FAMILY DWELLING IS USED AND INTENDED TO BE
USED FOR A ONE - FAMILY DWELLING PURPOSE ONLY;
HOWEVER, THIS CERTIFICATE DOES NOT CONSTITUTE ANY
REPRESENTATION OR WARRANTY AS TO THE CONDITION
OF THE DWELLING OR OTHER STRUCTURES ON TrIE
PREMISES DESCRIBED HEREIN, OR ANY ASPECT OF SUCH
CONDITION, AND INTERES 1ED PERSONS ARE ADVISED AND
ENCOURAGED TO MAKE THEIR OWN INSPECTION OF THE
PREMISES IN ORDER TO DETERMLNE THE CONDITION,
THEREOF.
CER1 " 1CATE OF RE- OCCUPANCY
PAGE 2 OF 2
MIAMI SHORES GE, FLORIDA
By:
Date of Certification: / " L -- v D
P L O T P L A N
Customer's Name:
75s EPe# 7 /6 A//
Address:
/46 4/C f2 .27
Job No:
4//77
LEGAL:
Lot
Sub
Block
W I L L A R D AWNING SHUTTER C O.
4420 N.W. 35TH COURT,.NaANE, FLORIDA 33142
H O U S E
�8'
ao
PART
ALLOY
:lCORF.
IQ,D ,STRESS
Box BEAM, Looms
3001E-236
$,000
BOLTS, RIVETS
2024
38,000
HEADER, TRACK
6063 ■25
16,000
4
Ea C
26' M►x.
J .062"
DETAIL B
ep
ii
2.250'
PLAN
.080"1.6 5�
'
TRACK GUIDE
SL 104 AND SL 105 ISL 107
A
2.50'
1 4r '
:9 ,i .G2
ISL 112 ISL 113
BOX BEAM
(SINGLE) (DOUBLE)
SECTION A -A
•
.I
(PUNCIU D)
.313
.oz5°
0 -5
5 -15
1 5 - 2 5
HEIGHT ABOVE RR. L0U1 MAXIMUM
GROUND- k7.G1' SPACING PROJECTION
25 - 35
35 - 55
55 - 60
PROJECTION SCHEDULE
7/32' STAINLESS STEEL PIE (0R 2024-0 ALUM)
ISL 114
LOWER
_ 1.750
SECTION B -B
.080'
I5
103
i1 MEIN IINNU7ANN•
=MIME MAIIMM
NIMMI =MA=
aaF[:Ii�
USED_u _
=MN= MSPAil
ERMEEIHM
IMMIMI MIME=
ai7lGaaaL4Tiaa�
i7.C1ENNMENM film
I�1WL
1 -1/2" :: 1 -1/2' X 1/VG
CORNERS BEHIND LATCH PINS
E/ � 1 2013, LATCH TO 88 IN
POSITI0N AS SHOWN WHEN
SHUTTER IS IN STORM ONE HRFDIRED SHER
DETAIL D POSITION. PER SHUT/TR •
SECTION C -C (ALTERNATE)
ISL 101
N
D. .00
r T
I. �
LATCH DETAIL
ISL 132
1/8' THICK
WASHER DETAIL
ISL 151
ISL 102
� v
5 °
T HEADER HINGES
ATE
EPDXY
TYPICAL EPDXY DETAIL
ISL 115
DESIGN CRIT221A
DESIGN WIND LOADS ARE IN ACCORDANCE WITH SECTION
2306L.2 OA OF :HE SOUTH FLORIDA BUILDING CODE
ST D -- - - - -
CONNECTIONS -- - - -- 3 x ENSIGN LOAD
AI1OAA818 LZPLECTIOI
SECONDARY MSMBZ1 It[00
RECOVERY FROM TEST LOAD -- - -- EEGf
ALUMINUM ALLOY OF n3311= COMPONENTS
IN ACCORDANCE W311 THE ALUMINUM ASSOCIATION.
STYROFOAM FEDERAL SPECIFICATIONS 111-1 ■524,
TYPE II, CLASS 2 OR IMIQAL
EP0II 1-BOND N0. 2 - 12 MANUFACTURED St TEN
INTSRNATIOIAL EPDXY CORP. OR DUAL
GENERAL NOTES
'1838 21UTPE8 WAS DESIGNED IN ACCORDANCE 111H TER
METROPOLITAN DARE; COUNTY BUILDING AND TONING
DEPARTMENT POLICY, DATED SEPT. 1, 1967, BASED 01
113 SOUTH FLORIDA BUILDING CODE.
THE STYROFOAM MOST AIMEE TO AIL FOUR SURFACES
OF THE BOX BEAM BY MEARS OF Al EPOxt TIPS CEMENT.
#6 S.M.S. TO BE BTAYELESS OR GALVA1IY.m STEEL.
PRIER'S VALID FOR BUIIDIIGIREPARTEa! FUE'OS1
ONLY THEN =GIRD BY TEE EINIDENE8 OVER AS SAL.
11.501:RY ANCHORS OF THE SAME QUALITY & 51233012
MAY BE SUBSTITUTE FOR THE ANCHORS SHOWN. (METRO
APPROVED)
REVISED JAN '69
RIVETS, PARTS NOS. & MISC.
RFVTCFf] NfV tA7 ( ATnRT) PRO.TFI:'"Toli RCNE1TR•R
AWNING and
WiLL SHUTTER Co.
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL GABLE6 FLORIDA
marrnm
CONTRACTOR SMALL VERIFY ALL DII.ENE103S
AT YTE KETONE PROCEEDING .ITN won .
6720
"ISLANDER SLIDER SHUTTERS
WQT NO
1911
PART
ALLOY
CONS .
YINlp A
BOX BEAM, LOUVERS
30011■336
0,000
BOLTS, RIVETS
20211 -II/
38,000
HEADER, TRACE
6o63-'15
16,000
PROJECTION SCHEDULE
HEIGHT ABOVE 1R. LOOV MA7CIMUM
GROUND - FEET SPACING PROJECTION
0 -5
5 -
15..25
35 - 55
55 - 6o
11%,∎ t iIEL •
NiFi%Ms =MUM=
iT:O)• tiLt�
i[:UMN II
NIMBI= MILIMMI
iDIMEtQ1EN
iS]imsiz:Ymmi
i7l4�
MEM
=mum MITIIIMIN
i1.:in NESI6TRL■
=Man OtinMa
AWRA
.250
2 5-35
STAN 'PAWNS
/1p1o, 1/(1 J, 7/
(�TI :
I:1 DETAIL A
26• MAX.
3
HEADER HINas8
RIVETS
DETAIL B
— — r
8 2.250"
—1 ("
TRACK
SL 101+ AND SL 105
PLAN
GUIDE
ISL 107
A
2.
(SINGLE) (DOUBLE)
SECTION A -A
.025
ir s
tr s
rl
ISL 112 ISL 113 (PUNCHED)
BOX BEAM
•
NOTE, LATCH TO BE IN —f ' ee —
g(�TION AS SHOWN WRNS — s_ LL y
SHUTTER IS Ili STORM 088 HERV • S�
DETAIL D POSITION. Pmt 58 01'1 i
SECTION C -C (ALTERNATE)
ISL 111
LOUVER
_1750"
.311„44 1 — .025"
7/32 STAINLESS STEEL PIN (OR 20211'211 ALUM)
1_1/2 :: 1 -1/2 x 1/11 "L
@ CORNERS PEHIND LATCH PINS
SECTION B -B
1 .0
IS 103
ISL 101
JW °
T HEADER HINGES
LATCH DETAIL
ISL 132
1/8" THICK
WASHER DETAIL
ISL 151
ISL 102
DATE
TYPICAL EPDXY DETAIL
ISL 115
DESIGN CRITERIA
DESI N WIND LOADS ARE IN ACCORDANCE WITH SECTION
2306.2 OF THE SOUTH FLORIDA BUILDING CODE
ST LOAD -- - - - --1
CONNECTIONS_ - - - -_ 5 X DESIGN LOAD
— 411 LE DEFLECTION
S1CONDARI NEIDDDm _- -_ --_�
RECOVERY FROM TEST LOAD
ALUMINUM ALLOY ALIAS OF SHUTTER COMPONENTS
IN ACCORDANCE WITH THE ALUMINUM ASSOCIATION.
831808088 FEDERAL SPECIFICATIONS HE- 1 ■521j,
TYPE II, CLASS 2 OR SAL
EPOIX l-BOND N0. X - 12 1ANUPACTURND BY THE
INTERNATIO1AL EPDXY CORP. OR EQUAL
GENERAL NOTES
THIS SMUIR WAS DESIGNED IN ACCORDANCE WITH TER
METROPOLITAN DADE COUNTY BUILDING AND 103210
DEPARTMENT POLICY, DYFED SEPT. 1, 1967, BASED ON
THE SOUTH FLORIDA BUILDING CODE.
THE STYROFOAM MOST ADHERE TO ALL POUR 1OAON0
OF THE BOX BEAU BY 8!AES OP AN VOX! WPM C> @!.
#6 S.M.S. TO BE STAINLESS OR GALV1NIEm
PRINTS VALID FOR 10IIDING■DNPIR1'EENT POlPOS=
ONLY WHEN SIGNED BY TER M33 OVER QS SEAL.
18S01111 ANCHORS OF THE SAME QUALITY & STRENGTH
MAY BE SUBSTITUTED FOR THE ANCHORS SHOWN. (METRO
APPROVED)
REVISED JAN 1 69 ( RIVETS, PARTS NOS. & MISC.
RRVTCFD U V_jIT ATTIR5 PRTIJF{;,'"TON 2CK4t11I•F
AWNING gal
W I L L A R D SHUTTER es.
MIAMI FLORIDA
CARR SMITH & ASSOCIATES, INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
CHECK IC
CONTRACTOR WALL TEMPT ALL DINENSIO II
AT SITE RIPON, PROCEEDING WITH WORX.
6720
ISLANDER SLIDER SHUTTERS
WOW NO
1of1
PART
ALLOY
003PRESSIOH
YIELD STRESS
BOX BEAM, LOUVERS
I - REAM INSERT
BOLTS, RIVETS
HEADER HINGE TUBS
SUPPORT, cm&LBACd
3 -25
600 1'6
20 - T4
6063 -T5
29,000
25,000
58,000
16,006
.fi
e . .
I i .a ..,..a
1 4frSalP . IN #4
2' MIN
1.218'
.10
.4
D mu,-
LOUVER
SPACING
CLEAR
INTERIOP. 31
BOX
BEAN
OILY
I -BEAM
INSERT
HANGER
WAN
BOX
BEAN
O2ZY
HEIGHT
ABOVE
GROUND
o
5 - 15'
15 - 25'
55 - 6o
4"
4
ALLOWACLC PROJECTION SCHQOULE
O0TS11E BEANS
ONE
I -BEAM
INSERT
ETLERLiQ.':laNi$:)IIGTRITUr�7' I� -1
OVUM "Mail ME=
sWANIS ii NACNI ter
4III6'•� D I 174r�W ` EM MA
1 '-
� _ 1ME ��� ,i t�]ISCl1s�t� :
iFL1ENLAIN :1 Ht•SG7.1•i7a/MMMat7aamum
=maiBEHEir 11ZS111t2MR LirsvW
En= MAN r ORM
waswasmaremmicor
MI12111 •11U:Lll II[E10 rIPMT IIR�]' IR
WTI=NIZIEIN �L�Im llMltf�
ME&METIMIIIIIISIMETEMISICAM
ter= NII pia Ana 1 :SE: IEN WILMA r
NN •CIE NEMI tE1iNFEMME G�7IN
35 - 55 INUIIIIIIELIMINCIEEEMMINSIIMi
IIMT011110111STi■MMIS 21rd1IMII L131ii
��E�[TIILi�L)•1�E$3i
MIULIIIE$3iIL$31■rMIRSQIIMi Y •' -11
7' -11
7' - 5
' -2
-2
REVISED JAN'o9
PROJECTION
Nov.'67
It' -0"
5' -0'
6'-
8'-6"
13X21U1 SPAC ISO
BOY BEAN
OILY
4' -0"
3'4'
Added Projection Schedule
SITE ORE
HANGER BEAM
5 , - 6'
---5'
L' - 10'
- 8'
4, - 4'
1 • CARR SMITH & ASSOCIATES
C O NSULTING ENGINEERS
MIAM IL ORED
ATI !/A♦ IauwN rw Ies,o., rw IO'SGA OA
NMACTO„ e'"" KNOT ALL ONNOMONS 1 7
AT YT■ WORN NVOCOMOINO MTh WORK
nos NO
a•
OMIT NO.
1 of 1
:17 ...
PA MAT
•
z
Mi
V
L
D
TORN 8QPP01T SPACING- SEE BCHECOLE
FIXED OR ADJUS
811 80PPCST
f.
I
2�j ;1
3/9SO.a/4
2.
DETAIL- A
•
BO ET
OI IT P RIVETS
a1H I -31■2 I38ElrS - A8 SHOO m
P L A N
131.1
23101
DETAIL- E
FOR 2ND FLOOR & HIGHER
1,/8' POP RIVETS 12' 0/C
STAGGERED WITH 1 AT MCI NED
RNE I - I -)
SECTION -C C
II11 2 BM mw to
ISL 134 (ADJ)
TUBE
0.84 O.D.
.109' 1*LL
sum OR
NYLON C
Pm
LOCXIMS RIMS
A
to
DETAIL - B
SECTION - BB
1 r 2.50'
I I —• '
0 i.162'�'
I-BEAM
1St, 106
T
1/8' PO RIVETS
4 MI
.02
,325'i
! ,
315' 38 111\
DETA
.. \ TUBE SUPPORT
SHUTPES CLOSED -
TO LOCI SHUTTER IN STORE
X02 , ? F �SH U T E S E C T I O N A A
DOO AND LOCI m POSITION
A8 SHOW IN DETAIL 'D' OR 'I'
NOTE, THIS SHUTTER DOES NOT NAVE TO BE
CLOSED DURING A HURRICANE
S TAR■ e
1 1/4 " x 7/8 • 1.015
/o
I -3131
BOX BEAM
ISL 112 ISL 113 (PUNCHED)
Loom — I
SECTION -
WITH I -BEAR INSERT
OR 883023 BEAU
DETAIL -3 PIIfED OR
ADJUSTABIS
HEADER HEWER
00HTI10008
1/8' POPRI
5' C /O- STAGGERED
DETAIL- C
148' POP RIVETS
9 C /0- swan=
WITH 4 AT HACK RED COT oar FOR LOUVRE
SECTION - DD
STAR 'TARP
'j/B'Y 1-i A•
DETAIL- D ASHER
FOR FIRST FLOOR ONLY
•• .062' .3124L
HANGER BEAM LOUVER HEADER HINGE
ISL 176 ISL 114 ISL 100 ISL 102
1/8" TH102
WASHER DETAIL
ISL 151
DBSID11 CRITERIA:
DESIGN WIND LOADS ARE IN ACCORDAINCE WITH SECTION
2306.2 OD THE SOUTH FLORIDA BUILDING CODE.
TEST LOAD: 1.5 X DESIGN LOAD
CONNECTIONS, 3.0 TIMES DESIGN LOAD
ALLOWABLE DETf2CTIDH:
3Am =Bin 1,/190
SECONDS UMBERS
RECOVERY FROM TEST LOAD f
ALUMINUM ALLOY OF AIMING COOOI378,
AS DESIGNED HI TO ALUMINUM 2880CIA2IOI.
312202431, FEDERAL SPECIFICATI0E3 HH -1 -524,
TYPE II, CLASS 2 OR EQUAL.
THIS worm WAS DESIGNED IN ACCORDANCE WITH THE
METROPOLITAN DADDY COUNTY WILD/NO AHD IGNMO
DEPARTMENT POLICY, DATED SEPT. 1, 1967, BASED ON
THE SOUTH FLORIDA BUILDING CODE.
MASONRY ANCHORS OF TEE SAME QUALITY & STRENGTH NAY
BE SUBSTITUTED FOR THE ANCHORS SHOWN. (`. PRO
APPROVED)
THE BOX BELE TO BE FASTENED TOGETHER WITH I-BORD
TYPE 1204 EPDXY OR 16 SELF TAPPING MACHIll SCREWS.
1/8 IN. POP arms MAY BE SUBSTITUTED WITH 16
SELF T22PIIO 33CHINE SCREWS.
211878 VALID FOR BUILDING IR(P3321®? PURPOSES
03LY WEEP SIGNED BY am E10IRNER OVER HIS SEAL.
REVISED MAY '70
Revised
won
•
TUBE 80PPur2 SCHEDULE
OPTIONALi 16 S.M.S. • 6' c/C
GENERAL NOTES
ADDED WOES BEAM SPANS
The Islander
D- a.
EPDXY ON ALL
FOUR SURFACES
TYPICAL EPDXY DETAIL
AIDED BANGER BEAN. PART NOS. &3ISC
W I L LARD SHUTTER CO.
MIAMI FLORIDA
PART
ALLOY
OOQHESSIOH
YIELD 8IUMNS
BOX BEA3, LoUVEE1
I -SEAS INSERT
BOLTS, RIVETS
HEALED: HINGE TUBE
SUPPORT, CA3LBACK
3004
60 76
032:114
6063 -15
28,000
25,000
38,000
16,000
ISL 1
1051"
•
2' m.
a
, 1' ..-
d
10 I3I t
2" MIN
1111 :
EF/INNI - 0111181.110
TV
SAIL -0
3S
DETAIL H
HEIGHT
ABOVE
GROUND
0 -5'
Minefkii
Lli7.1:1•1 f1♦•LLrlellia OVECIA lla7(cIA
Win =MaiUSA EIZI B =Eli
Eii7'7iAM•L1II=VIE MMill Darin L13E91i 1 iD1! iA
L�'•� INIUSTIMSISAIELPIM KAMM MEGia
11F.I •MESA I RINAriVi 1t1F. ts�ala
EWLgEi11 EI ®fl
NM= LS1 naM<T65i1FiSIO
if4 WEISiiEE IMAM WZLRT.Ri WM115
sta■> a • r.as ism
Eam 11I25111 MEIN BM ®i MEW
liTIM 01U1ill IMAM LRIRLITRIEDI/ M
MEW Walla Min MIMI INEDIM
LLfYiMIMI Eli IM ne4321111151MIIMIlii
MIMI SWIM Mr= MaZtia
fyrLltMIAsa MOW r•Q :laE.lasa
SWAM 1EI71I•t$WILKECIIIILLAISMI FLGAN
INUiM '- 10 "MEN SIMI MEM
MIEASIIMEIZEIMIISCIAM MIMENIf
iTiM ENSUE WPM' relmi L ri�il■
LLE311111LI IR •
5 -15'
15 - 25'
- 35'
35 - 55
55 - 6o
ALLOWABLE PROJECTION SCHEDULE
LOUVER BOX oils
SPACING BEAM I -BEAN
CLEAR 0"LY INSERT
IHTBRIOP 83382 OUTSIDE BEAMS
RANGER
BUM
BOX ONE
BEAM 1 -BEAM
max I7 :SERT
-
PROJEGI'I01
4' -0"
6'-0"
NAXI3DI SPACING
4' -
4'-4°
4'-o
51 - 6"
5' - 3'
- 10°
he - 8°
1' - 4•
26" t*x
TOIL BUPPCEP 3PACIIO- 8a SCHEDULE
A
D
FIXED CE ADJUS
13I SUPPCHT
DETAIL- A
2/4' -
BOIS P RIVETS
DETAIL- E
FOR 2ND FLOOR & HIGHER
I/8" POP RIVETS, 32' 0/C
MADDENED WITH 2 AT LCH �D,
I_ MS I -BLS) ✓/
SECTION -C C
3171 2 IMAM I NENET6
USE I •RA3 I18EETS ...AS 8HOWN If
P L A N
THICK
ISL 134 (kW)
ALEM
Tfll
0..84 O.D.
.109".7i..
STEEL OR
HYLOH C
PIN
.10
LOCE7IR RING
I I 1 e6e'I
II
A
SECTION - BB
I -BEAM
181 3.06
DETAIL - B
8307733 CLOUD
TO LOCK SHUTTER If 87033
SUPS RT FOLD TUBE SECTION - AA .
LOIN AID LOCI is P031T701
A3 83038 IN DETAIL "D" 03 "1"
L I
"I 1—.337"
070 1 .162'
T --
NOTE, THI3 SHUTTER DOES NOT NAVE TO BE
CLOSED DURING • HURRICANE
STAR 'TAMPIN' 15
/I z 7/8" • 3 " o/o
• 1/8' POP RIVETS / CAULK=
4 RIQ'D
2.50"
BOX BEAM
ISL 112 ISL 113 (PUNCHED)
LOUVER 1.25
SECTION - CC
WITH I -BS►3 INSERT
OR RAIORR HEAR -..
�T413t SUPPO S
DETAIL -A F27���® O8
ADJUSTABLE
HEADER EI01
CONTINUOUS
1/8" POPRI
5" C /C- STA00ER10
DETAIL- C
I,/6' POP RIVETS --\
9 c /C moon=
7179 4 AT EACH END CUT OUT FOR LOUVER
• *OP' 9I
I/8'
SECTION - DD
AIME. STEEP
Il" WIDE, .060"
!HICK
37AI 'TOW
/gyp _
'j/8"Y 1-1/11' �--
DETAIL - D
FOR FIRST FLOOR ONLY
1/8' THICK
WASHER DETAIL
ISL 151
.062' 415_
HANGER BEAM LOUVER HEADER HINGE
ISL 176 ISL 114 ISL 100 ISL 102
ASHER
won
REVISED MAY '70
REVISED JAN'o9
Revised Nov,'67
7' -0"
8
•
ME 80PP SCB:MULE
BOX BL3 WITH ONE I
OILY Emma 2323
3' -
3'-3'
OPTIONAL: #6 S.I.S. • 6" c/0
TYPICAL EPDXY DETAIL
DESIGN WIND LOADS ARE IN ACCORDANCE WITH SECTION
2306.2 OD THE SOUTH FLORIDA BUILDING CODE.
TEST LOAD: 1.5 X DESIGN LOAD
001NEC71033, 3.0 TINES DESIGN LOAD
ALLOWABLE Ii7J07IDf:
EAU =MRS L/180
8EOONDA87 =WW1
RICOVEIB FROM TEST LOAD
CONERAL NOTES
EPDXY ON ALL
POUR SURFACE!
ALUMINUM ALLOY OF AWN =O C0LP01t•T3,
AS DESIGNED BY TEE ALUMINUM A380CIAT101.
IITI AI: FEDERAL SPECIFICATIONS HH - 1
TYPE II, CLASS 2 OR EQUAL.
THIS SHUTTER WAS DESIGNED IN ACCORDANCE WITS THE
METROPOLITAN DADE COUNTY mama AHD ZONING
DEPARTMENT POLICY, DATED SEPT. 1, 1967, BASED Of
THE SOUTH FLORIDA BUILDING CODE.
MASONRY MICH=1 OP THE SAME QUALITY & STRENGTH MAX
BE SUBSTITUTED FOR THE ANCHORS SHOWN. (82080
APPROVED)
THE BOX BEAM TO L FASTENED TVOE1HER WITH I-BOID
TYPE 1204 SPDXY OR #6 83.P TAPPING MACHINE SCREWS.
3/8 11. POP 857178 MAY BE SUBSTITUTED WITH #6
SELF TAPPING MACHIBE SCREWS.
PRINTS VALID FOR 30II.DINO DEPARTMENT PURPOSES
ONLY Rest EIONED HY THE a0I21®i OVER HIS BELL.
ADDED HARDER BEAM SPANS
AILED RINGER BEAM, PART NOS &MLSC
Added Projection Schedule
W 1.33 LARD SHUTTER A C0.
MIAMI FLORIDA
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS,
1:11A CTOR M1 ILOIEEDA
3/8* Im g6' )DSr3N rw Ie..pc D5 1 nos Ho. 1 Wss* CONTRA
""LL "a"' A'1 D"o"e.. I A , 7
19 1 of 1
AT env woes ■•OT�N. MITN well
Th. I.Iendoi
D —a.