623 NE 97 St (5)52371 MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby made for the approyal of the detailed statement of the plans and specifications herewith submitted for the buidi-
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.
Date
Owner's Name and Address
Robert o Duff N0623
Registered Architect and /or Engineer
Carr Smith ': associates
Name and address of licensed contractor J/ LCC 'EC 7I,1
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)
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation...._ Roof Covering
Estimated Total cost of improvements $ 50 0 00 Amount of Permit $.5 '
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 dots botchy certify that he understands and accepts his obligations ps an employer
of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws, of Florida, Permanent Sup t lemer t
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by hi-n
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 ublic notice
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on wo . t• be perfo under this
permit, as are licensed by Miami Shores Village.
Remarks. - - -__._ ._ _. -- - _ _ -- . _. (Signed) J:.T CC_, II 'C . by 8_
STATE OF FLORIDA,
COUNTY OF DADE. J
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 . . � Read, Sworn to and Subscribed beforo me.
Date ...... - _ -__ --
Disapproved _. _ _
(Signed)
Chairman
Member
Member
Council Approved
1 eldon_ IiodGes, C/ ' J11.00. I "'C, 7)1 F. T . 51. Street I iru 1 Florida, 33127
Date.
Buil g Inspect°
Subdivision
PISANNING BOARD.
5
623 F. E. 97 Street aanii :bores Flori d,a.
Install aluminum fol d-dm n r rings, rep1r cin
existing old rwningsa
and for no other purpose.
Notary Public, State of Florida
My Commission Expires..
DATE
Member
Member
Member ..
Pate Disapproved
June 20
•
D 19
Street N. L. 97 LArot
Street, is _? rli , Florida. 33127
Date
NOTE: A charge of $1.00 will be made for making correctians Of changes to this application aftr.r approval has been obtained from
the Planning Board.
A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty
materials and /or workmanship.
Opening No. Size Style Pro J.
1. Cons
59 5/6 7C 71) Cntllinn 600 .
Amninum
2. 59 5/8 X 71) to look ns one. 6oc:
3. 8o X 71) Crt1ina 6c
10 X. 71) 60c
5. 80 X 71) to look rs cne. 6ou
Owner:
Contractor:
A
Robert f, Duff
623 W. J. 97 Street
aini. Shores, 21oridR.
' A L L 5 I 1) N C J
L
1
`ANGLE 35
I X 2_` X0901
i
n
AWNING CLOSED
.!, .06d EXTRUSIONS
SU °PORT ARM
BURTON
CARLA BACK
AWNING OPEN
TO LOCK AWNING 114 STORM POSITION. REMOVE
CAMEL BACK P N OR BOLT. RELOCATE ARMS.
FOLD A00106 DOWN AND REPLACE CAMEL
SACK PIN OR BOLT THRU VALANCE.
531. - I M 9 S. M. SC RE W EA. SLAT
44 10 S.M. SCREW
• [ 1 % �
on on POR SPAN
6d oK GXL&T3I.
Ermitsamun STARK LOCI
-xlal s!9$ SCECOGIZ
1/9. 1 3/ 4• LLLYaILT:
MAT
FFCJEL':OA A E
. _ L ` r ` ` �
HEADER m:14 GE
VALANCF
ROL-. - ROOF SLATS 2 SMS EA TLS
C r ..
.0A0 -GUSSET PLATE 4 - SMS
- TYPICAL PURLIN
2- ANGLES (SEE
PURL IN DETAIL )
STRAP HINGE I X .040 4 - SMS
. -- 5/8 SO BUTT JOINT TUBE 040 WALL
UST "I " ST. R5 LOOT, 9 LC!
EN: ,.' _ I D6FAT. ?CF. WILTBS
. . GFS1: " 60'.
_ r"" - 04C GUSSET PATE 4 SMS
INSCE SLAT ( EVERY 3RD SLAT )
s-4—.. S: ' Y1TEC A: SN :'A± E>4'PT 4.4414GS
Wes. ri•:.` ?LL t r 17L ^ 7 H: GRLATEF
Sr A .. na.•. Co- An:p * LAD- EN:.
1� ."... n.:a
• •F
L
•
FURL IRS
1 i 1 • II
:1: 4,ra/1-I .t - 4-1 na ■s 1
f =c= .6/1 -z.1
_ I
MAXA - - ,
PLAN OF AWNING
00f SLATS.„
�.7 1. S M SCREV EA SLAT STAGGERED. ALL PURLINS.
ADJUSTMENT HOLES
*LITTON
1 O.D.TUBE
+ � + 7M - TUBE .049 WALL
CAMEL BACK DSO 10LDED PL.
1/4 PIN 011 BOLT
TWO ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
V4 HOLE FOR
CLOSED POSITION -
SECTION 'X-X
.04/WALL s
7j16 BOLT`
1 /e -20 BOLTS
1- 316.
2 - S.M SCREWS
L - 1 /4 XI IIS'X V2
PURLIN
(SHOWING CONNECTION
AT EA END Of NOSE PURLIO
£'I
SLAT DETAU
VALENCE 6•
SEE SCHEDULE
FOR THICKNESS
ROOF SLATS
^I/4
PU0LI
VALANCE
SEE SCHEDULE
FOR THICI ESS
SECTION
PJR,JK 6 VG_E ?
56'
MAT V4•_3i.X [SS:;:::`: P; ,IA SC4:1NS
WI; �rY_�.•C"aS TC P'S( .:t1 AC/00,1 TTPICAL
7r 72•
sr' es
7P ` 0•C• I '€ I re
tor .040 16 le
.040 ) M•
.063 IE•
.063 I tre
•LUMINLAi ALLOY Of AWNING COMPONENTS
ROOF SLATS 5005 -1434 BOLTS 2024 -1
VALANCES 3003-014
ARMS 3003-141*
PURLINS 5005-0,5
•
ALL AWNDIG SIZES SHOWN ARE MAX LESSER SIZES MAY
BE USED
THE JALCO SUNNASTER CATALINA AWNINGS WERE DE-
SIGNED AHD TESTED IN ACCORDANCE WRIT THE METRO-
POLITAN DADE COUNTY BUILDING AND ZONING DEPART-
MENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS. DATED
OCT IC, 1960 BASED ON SO FL• BLDG. CODE
AWNING ARMS may BE MOUNTED OVERHEAD USING SAM
FITTINGS AND DIMENSIONS
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS' -
JALCO INC. CERTIFIES THAT THE ALLOY AND NEAT
TREATMENT Of ALL METAL 10 THIS PRODUCT CON-
FORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED POR PERMIT COVERING THIS IN-
STALLATION. THIS AWNING MUST SE CLOSED ANO
SECURED TO THE WALL DURING A HURRICANE WARMS
OR ALERT.
, ANCHOR SCHEDULE
CONCRETE HOLLOW WALL
I/ X FIN" DIAMOND IN 5 20 LONG 4
HAMMER DRIVE HAL WING TOGGLE SCREW
OR 1.4 SUPER -
G�.OROAHCXW
ao....c a• •MA.a VOW.. L •••■••oIM
.. •n. ••.or .IRIC•M.r
W000
NO. 1+- Ii2
W000 SCREW
J A LCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
••. 1.w. ., MIAMI. /LOSS** • C O N S U L T I N G
I N O I N I C R•
«.. 9-.41 .•r. AK, «.w. c c) us.a.K T im
SUNMASTER GATALINA °l"
64139 1 1 OF
Opening No. Size Style Prof.
59 5/8 X 71) Catalina 60 +"
2, 59 5/8 X 71) to look as one. 60"
3. 80 X 71) Catalina 60n
L. 00 X 71) a' 60"
5. 80 X 71) to look as one. 60 ""
Owner:
R E S I D E N C E
I\
Robert A. Duff
623 N. E. 97 Street
Miami Shores, Florida.
Contractors JALCO, INC.
Cons t.
Alt ors
oa
Q9
•
RJR,jc 6 VG- .t 1 d,.
{
PRO.
y7 l
;MAivy v4:_rN►'y _M4.`.{N:•1 P.' tilA S°g7N i_
W 1:'M - r1Y...47,S TC N^-SE • TO if ' JI { TYM1Li,L
.040' , Ki' 11t tY
T
7t'
7r
72'
or
7r I 91.
.040' IB'
.063 IE'
.063 { or
CONCRETE { HOLLOW WALL
X HIM DuMO►a IN X 20 LONG 4
HAMMER DRIVE MO-
WING TOGGLE SCREW
1/4" H
OR 1.4 SUPER -
GRIP MEOW 103 X W
Oa. OM
aoM•M.c•o■ _a_ .MRS.• ALA OI1111MO M
At ORM S.O.. ..aC.O,.. .R.« MOIL
II•
14• ({
K 1 t2
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005 -H34 BOLTS 2024 -T4
VALANCES 3003-H14
ARMS 3003 -NIB
PURL INS 5005-14HI
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 ANO ZONING DEPART-
MENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED
OCT IC, 1960 BASED ON SO FLA BLDG. CODE
AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME
FITTINGS ANO DIMENSIONS
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS: -
JALCO INC. CERTIFIES THAT THE ALLOY AND NEAT
TREATMENT OF ALL METAL IN THIS PRODUCT CON-
FORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING TNLS IN-
STALLATION. THIS AWNINS MUST BE CLOSED AND
SECURED TO THE WALL DURING A HURRICANE N U
OR ALERT.
, ANCHOR SCHEDULE
WOOD
NO.K 1 %2 • LG.
WOOD SCREW
aol -
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
•3• 1.W. 11 AV[ . MIAMI. •LOBS*• • C O N S U L T I N G
I N G 1 N E K R B
•••• alms -•-- AK. 1 ..«.. C G) ss.B.K T ,.Imo --
64139
1 OF 1
SUNMASTER CATALINA 9j
N
AWNING CLOSED
r 1 5 (S-
J ye
Ati - 1 -0 B S.M. SCREW EA. SLAT
MOOR
SEE
SCHEDULE
7
--
ANC. - 35
1 z 2.' x 0901
;
SU °PORT ARM
BUTTON
CAMEL BACK
AWNING OPEN
TO LOCK AWNING IN STORM P051110N, REMOVE
CAMEL BACK PIN OR BOLT, RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL
BACK PIN OR BOLT TNRU VALANCE
.06C, EXTRUSIONS
• :Tram I S!8 SCEC157IE
1 3/ 1 ALL'K x=
STEW
OCER BDL' TE STAN LOCI
F5CJE: E
A
/
HEADER 6166E
•
•10 S.M. SCREW
• 052 Dim POR SPAT!
6d a t DRAATO.
\/4L A NCE
ROIt SLATS 2-•4 SMS EA_ TUBE
.040 GUSSET PLATE 4 -M4 SMS
TYPICAL PURLIN
2• ANGLES (SEE PURL IN DETAIL )
71'
56
WING D TAI
(ADJUSTMENT HOLES
IN' BUTTON
5-4 -- SE '`.lTEC 4: S/r:r± EIt., -^PT A:,Avas
W P.- "..1.1E: C ILA'"LF - nLA SE .'L ' 1 HE G6EXTEF
'h:«► - 5•4 -- wy E 4n ✓:yam X EAT EHZ.
r
OOF SLATS
1 -KS S M. SCREW EA SLAT STAGGERED, ALL PURLINS.
v'IC I' 0.D.TUBE
7/11 .049' WALL
CAMEL BACK DS0 FOLDED PL.
IN'D1A. PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
STRAP HINGE 1 X .040 4 - SMS
PURJRS
t
•-„ r — } 4 44 h4 is 1.
to e-
WVTN
LL
MAX. S1•
PLAN OF AWNING
. - S /B" 50 BUTT JOINT TUBE 040 WALL
USE • , - DUCEDILTE ST. RNI FACT.' • LCB
- . L_DSFAT F:F. XILTES
G�I.V7
At"
MAY 60
• • _ � ,. - 04C GUSSET PLATE 4- SMS
, VS1DE SLAT l EVERY 3RD SLAT )
I/4' HOLE FOR
CLOSED POSITION V
SECTION IX-XI
.04ff WALL
7f16' BOLT`
P IK 20 BOLTS
Y ,.
VC... L
\\ 1A
�.- 0 1Q
VALENCE 6•
SEE SCHEDULE - - —
FOR THICKNESS
ROOF SLATS
VALANCE
SEE SCHEDULE
FOR THICKNESS
Leta'
SECTION 1 Y- Y'
2 - S.M SCREWS
L- I'/4 X1 115 V2'
PU RLIN
ISHOMI NG CONNECTION
AT EA END OF NOSE PURLIN)
y
1
3 Y,.
SLAT DETAI
PU RLIN