750 NE 96 St (11)#56314L .
MIAMI SHORES VILLAGE
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
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 specified or not. A copy of approved
plans and specifications must be kept at building during progress of the work.
..,19.7
IRA FELDER — 759 sb . eet _E. E . 96:_Street
Owner's Name and Address .... — No.
Registered Architect and/or Engineer Carr Smith & Associates
JALCO INC._ 7t.1 N. 13. 5kth Street, Miami, Fla. 33127
Name and address of licensed contractor
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)
Subdivision
750 N. E. 96th Street Miami Shores Florida.
Install aluminum fold-down awnings (7)
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation Roof Covering
Estimated Total cost of improvements s 351.00 Amount of Permit • 00
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
beumtm 7::eldon Hodges,_$upervisor, JALGO„ INC. 7/41 N. T.J. 5kth Street, Eiami,..Fla.
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 Flori
and has complied with the provisions thereof, and will require similar compliance from all contractors or sub-
in the work to be performed under this permit; and will post or cause to be posted for inspection on the site
or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work
permit, as are licensed by Miami Shores Village.
Remarks (Signed). JA1.00 INC. 12y
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
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 /ewe .0 Date V 7/ Read, Sworn to and Subscribed before me.
Disapproved Date.
(Signed)
Building Inspector
.T1
Notary Public, State of Florida
My Commission Expires
a, Permanent Supplement,
tractors employed by him
the work such public notice
be pea• 4 • ed • der this
Af
to me well known,
PLAN NC BOARD DATE
Chairman Member
Member Member
Member Member
Council Approved Date Disapproved
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval
the Planning Board.
A re-inspection fee of 31.00 will be charged when such re-inspection is made necessary by improper notice for inspection or faulty
materials and/or workmanship.
....... ......
Date
has been obtained from
1 .
2.
3.
4.
5.
6.
7.
Owners
enin_ No.
Contractor:
Size
60 " x 54"
44" 12,5 ,►
47" x 45"
47" X 57"
47" X 57"
47" x 57"
L7" X 57"
/ n
St le
Catalina
IT
TT
X
R E S I D E N C E
4'
IRA FELDER
750 N. E. 96th Street
Miami Shores, Florida.
Pro .
51"
42"
1,2"
54"
54"
54"
54"
Conet.
klurrinrm
AWNING CLOSED
= j 1 /4
/ 'S - I-• a s. M. SCREW EA. SLAT
I A'.GLE• 35'
x 2 X 090•
(C
AWNING OPEN
TO LOCK AWNING IN STORM POSITION, RE NONE
CAMEL BACK P N OR BOLT, RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL
BACK PIN OR BOLT THRU VALANCE.
.06d EXTRUSIONS
rr =pl six sCECCIQIZ
• 1/3 1 5/ 4* ALCUIIR3
STRAP
rrr.Ex:®7:8 3TMK IOCE
ROI4. SLATS 2• SMS EA. TUBE
0.40 GUSSET PLATE 4 SMS
TYPICAL PURLIN
• 2• ANGLES (SEE PURLIN DETAIL )
STRAP HINGE I X .040' 4• SMS
F5CJE:.':CN L
HEADER IsINGE
SU °PORT ARM
SUTTON
CAMEA BACK
•10 S.M. SCREW
031 0102 FOR S7 •114
6C* OR GRFATDI.,
71
56•
WING DETAI
VALANCE
( ADJUSTMENT LADLES
IN' : BUTTON
s - A__ 3E ' v1T Er A: S•/ PT A. •.NK.S
w"'• '•�:>IE_'r.:! C 3 L:'EF - n &A 5E .•S utiTM: GPIATEA
- �••�► 5✓A�_ na,•_ I Ar:r.:i2 AT EA? ENC
K L M:x
.o
X F
)t
V
— O
.1.
4� 1' O. D.TU BE
7Je .044' WALL
CAMEL BACK D150 FOLDED PL.
I /4 PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
•
•
:7
PURJ R S
-71 j— v,- ra I r�-t ray {
i s 1
l ' i i, � -L
L - -1 L a
MAX. t
PLAN OF AWNING
i 5/8' 50 BUTT JOINT TUBE 040' WALL
"177 M✓zD:I.'.T_ 5'.`. RI LOCI. / TACK
177. ..'_ :. -. L DST AT FT. F. 11 VMS
,� G>Is' -:P. 7dAx 6O' O.
* 04C GUSSET P,LTE 4.4 SMS
—_� - .NSIDE SLAT ( EVERY 3 OCi SLAT )
IA.'. 20 BOLTS
ROOFSLATS
,• 1. S M.SCREW E A SLAT STAGGERED, ALL PURLI NS.
or MOLE FOR
CLOSED POSITION
SECTION 'X —X
.049' WALL
7 ✓16• BOLT`
VALENCE _. 6•
SEE SCIEOUIE -
FOR THICKNESS
ROOF SLATS
PURLIN
VALANCE
SEE SCHEDULE
FOR THICKNESS
(.91C1b
SECTION I Y - Y I
2- •IOS.M SCREWS
L- II /4 115 V2'
PURLIN
ISMOWING CONNECTION
AT EA END Of NOSE PURLIN)
376
SLAT DETAI
p,p,_& • 6 VL__A n� :II `•JEO.�
PRA IML).: VA,,: lZ Mkt' N:': P.' - 7..IK 5
Kit; - M'N:'.c . TC P 'SE • 0If 701 I rrelcsI
s6• : TY I .o4c• j IQ• i RY
51Y 9!' .040 ; 16• I I le - 1
7t 7Y .O4o•
71 es . 063 •
7r 91• .063 • 1 IE•
ALUMINU/ ALLOY OF AWNIM COMPONENTS
ROOF SLATS 3005-1434 BOLTS 2024 -T4
VALANCES 3003-1414
ARMS 3003-MIS
PURLINS 5005-14,1
ALL AWNING SIZES SHOWN ARE MAX LESSER SIZES MAY
BE USED.
THE JALCO SUNMASTER CATALINA AWNINGS WERE DE-
SIGNED ANC TESTED IN ACCORDANCE WITH 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 SAE
FITTINGS AND DIMENSIONS
THE FOLLOWING LABEL SMALL 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 TRW IN-
STALLATION. THIS AWNING MUST BE CLOSED AND
SECURED TO THE WALL DURING A HURRICANE WARMS
OR ALERT.
v! x ► LII' DIAMOND
MAAMER DRIVE MAI-
M ,AI = 20 SUPER -
GRIP JCSCON 10! X W
4
, ANCHOR SCHEDULE
CONCRETE 1 HOLLOW WALL
(AC x 20 LONG 4
WING TOGGLE SCREW
} IY
M I Ir
1� 1 IY
WOOD
N0.*- 1%2
WOOD SCREW
rwI N 1 •■
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
'CARR SMITH & ASSOCIATES
•0, •.w. R) AVI. . • MIAMI. /L01111.•
C O N S U L T I N G E N O I N E E N•
E.G] -LAT I
01701111■CM. 4106.4. WOOF.
•0 a.... n. .o..• WM. ...a
64139 I 1 011
SUNMASTER CATALINA 91°
NIA
8110•
AWNING CLOSED
.060 EITROS201N
910 S.I. SCION
HEADER HINGE DETAIL
AWNING OPEN
10 LOCI ARMING IN STORM POSIT101, REMOYN
CAMEL. MCI FIN OR BOLT, hELOCATI ARIA.
'FOLD MINIM 0001 AND =FLAGS C•TNtL RACK
PIN 01 BOLE TORO VALANCI.
148 S.N. SCR3 IA. SLAT
5/4 "0.0. TUBE .01, 'NALL-
2- MKEORS EA.
CAKIL BACK
4R"
�'— — - 56'
71"
WING DETAIL
2 -01,
S14 0 IA. 5 /e
Sc. WEE
MEADOR LNCROR3 SRALL BE LOCATID
43 S3o13. -
11
,1178 LE
56" t:AXIIU3
PLAN OF AWNING
OVERHEAD ..R1.' 7 /F" X .3, " WITH.
2' X 1/8 1 CAVELB..Ci i
CONITECTED BY }" - 20 LC
CAMEL BACK DETAIL
X
ROOF SLATS- t. 1 -4P S.P. SORRA 18. SLAT STA:GIRID ALL PURLIIS
, PURLIN
VALANCE .040 t
}' NOBS
PON CLOSED POSITION/
.ADJOSTKI4R N0LC4
SECTION 1 X -X'
PUSH EDITOR
CAIIL PACE .0P0 FOLDED PL.
L }'DNA. PIN CR POLT
--ROLLED R00? SLATS 2 -4 S.I. SCRIMS 3 28. TUBE
_—.040' :0531? PLATE 1-�b S.N. SCREWS
/- ! TYPICAL PURLIN
/ 2- 3301.63 (SEE PORII3 DETAIL)
i �Y
"'�1
II _ - -SRAP TINGE 1" .040"
I ` e S.N. SCREWS °. __ _5 /fl "x. BUTT' 301ST 1033 .i0" .040 Gi �� ` PLATE _ RM ,q � ` IN93DE - " -
5
DETAIL OF ROLLED ROOF SLAT
JI i"
PUR LIN
ROOF SLATS
4
3' -20 BOLT '- PURLIN
VALANCE
1+ SECTION • Y -Y'
PURLIN SPACING SCHEDULE
YA1L � 312 rNO11
PROEyTOM 31013 TO 301: TO rT 1S"t T"n 1'AL Rllw
48" 46" 16" 13' 18"
48'
5 6"
56'
7 1'
71•
71 "
CoNCRETI
56"
46"
56"
45'
52"
56'
16"
16'
34 "
16'
ACIOR NCIIDOLS
1 N1 1 1 a , < 1
3,5"
18'
17"
14'
15'
ROLLON NAL.L WOOD
12
12'
12"
16'
14 "
17•
13'
12"
ALUMINOI ALLOT OF AWNIN0 CORONEIF3 OR ANNIIO
BUILDING I1UT.
ROOF SLATS 5 BOWS 2071'4 15a
VALAC83 3 -11
POR 5 0
ARM 5003-K1 50005 -n4
ALL ARVIN() SITES 38001 ARE MAI. IISS= SIIEN 1111 BR
03ID.
W
TNN 2AL00 S013T11N CATALINA A11I103 MEOS DE3I0110
AND TESTID IN ACCORDANCE •ITR TER MET30P0LITA1
DADS COUNTY BUILDIIO AND 101I10 IRPART3R E POLICY
P0R PLANT PRODOCID PREFAC3ICATED RIGID AAI16S, CAN.
OTINB AID CANOPY MUTTERS. DAM OCT.10,1960. BAWD
ON SOUTS FLORIDA BUILDING CODS.
AIMING ARKS NAY BR Io01TID OVERSOLD USING SAKI
FITTINGS AID DImSI01S.
T81 FOLLOWING LABEL SHALL 81{ ATT ►CHID TO ALL
81111GS1
JALCO, INC. C1RTI?I18 TEAT TNS ALLOT AND RUT
KI
TRIATST OF ALL KITAL I1 T1IS PRODUCT COIITORIS
C
TO 1TR SPEFICATIOIS CONTAINED IN III PLANS
ID
SUBIITT FOR PEIINIT COVERING THIS IN3TALIATI01.
THIS AWNING MUST BE CLOSED AND =CUM TO T11
NALL DURING • BURR10811 3311130 OR ALLOT
:ORDAN 103
I;' LAO RCM
OR }' -20 SUPER
GRIP OR }" x
D.H.L.
CEB
AAYI J011301
-20 LONG
•310 T0001s
SCORN MICRON
W0. 10 -1 }' L0.
MOD SCRIM
•
OAT[
110[0
Mv1101
JALCO, INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH I N ASSOCIATES
627 S W. LT t 1 AVE., 1 4 1 • 1 1 1 1 , FLORIDA
C O N S U L T I N G E N G I N E E R S
!M )olw" ICNlc" nu! No, 31(4 "0.
CONT1•CT01 •"•u. KM" •1111I(N /0111 65y"' I 1
•• INTl M4011 1.11.110C1101•11 TIOCII01N •STN •01•. 522
SUNMASTER CATALINA 56N
Opening No. Size
Z. 60 " R 54"
2. 44 "x45"
3. 47" X 45"
4?". X 57"
5. 47" X 5?
6. 47" x 57"
7. 47" X 57"
Owner:
Contractor:
IRA FEI,DEfl.
750 N. E. 96th Street
Mie it .Shores, Florida.
Style
Cstalina
n
n
n
n
n
Proi.
51"
4 ?n
142"
5 111
5L"
54"
5411
Cons t.
Pluminvn
n
1 1
11
11
11
n
:MO //, 'V1,4=1I= tl41N ;'i P; Z.1A SWIams
TC M^. SE Z` 1i ' Ji1 TYPIL41-,
SE' 7Y X 040• 1 1E le
PRA
Pj r b vL_ =I, :N_�z �•JFa.�
54 9!' 040 16 It ( *2.
I i —
-t
7r
72 .040 j b•
7r er .063• 4
7r 91 .063 I R!
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005 -H34 BOLTS 2024 -T4
VALANCES 3003 -1114
ARMS 3003-H
PURLINS 3005-11,.
1
Ir
IP
14 12'
ALL AWNING SIZES SHOWN ARE MAX LESSER SCES MAT
BE USED.
THE JALCO SUNMASTER CATALINA AWNINGS WERE DE-
SIGNED AND TESTED IN ACCORDANCE WITH THE NETRO-
POLITAN DADE COUNTY BUILDING AND ZONING DEPART-
MENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, GATED
OCT IC, 1960 BASED ON SO. FLA BLDG. CODE
AWNING ARMS MAY BE MOUNTED OVERHEAD USING SAME
FITTINGS AND DIMENSIONS
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS:-
JALCO INC. CERTIFIES THAT THE ALLOY 4110 NEAT
TREATMENT OF ALL METAL IN THIS PROOUCT CON-
FORMS TO THE SPECIFICATLONS CONTAINED 111 THE
PLANS SUBMITTED FOR PERMIT COVERING THIS IN-
STALLATION. THIS AWNING MUST SE CLOSED M10
.SECURED TO THE WALL DURING A HURRICANE VAMPS
011 ALERT.
CONCRETE 1 HOLLOW WALL
I/4' x 1A' DIAMOND 14 X 20 LONG 4
HAMMER DRIVE NAL WING 70G31 SCREW
OR 14' SUPER -
GRIP .0113
W
NO.I+ -4'2 • Lt.
WOOD SCREW
, ANCHOR SCHEDULE
rw
M _ save
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
•ET •.W. ET AVE. . • r1•Nl. FLO•IS•
C O H S U L T I N G E N o 1 N E E R•
rwA- �1).....1R.)��•E.G)�.f.KT ..•41M. ■w• �
m.rwAtwa .■• 'raw. AAA. s..wo.ITD
AT •n• •t•ww• AmAC•w•.w WIT. mown
64139
1 OF 1
SUNMASTER CATALINA 9 "
ANCHOR
SEE
SCHEDULE
I ANGLE' 35
x 2. x 0911
AWNING CLOSED
AWNING OPEN
TO LOCK AWNING IN STORM POSITION, REMOVE
CAMEL BACK P N OR BOLT. RELOCATE ARMS,
FOLD AWNING DOWN AND REPLACE CAMEL
BACK PIN 011 BOLT THRU VALANCE
r 15•_
J .1N•
+k - I -• S S.M.SCREW EA. SLAT
.06dEXTRUSIONS
J
EI:ERIDDL•TE STAN LOGE
FF CJE:,':Oh L E
_ `1 4
- HEADER hINGE
VAL • /IC(
• 10 SCREW
USX OBE FOR STAID
• • ` 60' OR GRFAT9L.
:.'tP011 3U SCL4sotE
- 1/3' 1 3/ L• ALCUIIICY
Mal
SU °PORT ARM
SUTTON
CAMEL BACK
7I
56•
WING D TAI
A_ S+ :`A"! EI=PT AWNINGS
w IL '[1•: i•�t [r 'nl.A SF GRLATEF
A' CA? LK:.
IC C;, IA: X
ROLL - ROOF SLATS 2••4 SMS EA. TLS
.0.40 -GUSSET PLATE 4-w4 SMS
TY PICAL PURLIN
2• ANGLES (SEE PURL IN DETAIL )
,_ STRAP HINGE 1 x .040 •-'8 SMS
RJRJ RS
. T.c,.c. Jy J:->TZ/-
1'L IL.
PLAN OF AWNING
1
1A 20 BOLTS
ROOF SLATS \ -
-7- I - S M.SCREW EA SLAT STAGGERED, ALL PURLI NS.
( ADJUSTMENT NOL ES
1A1
AT 1 0. D. TUBE .041T WALL
C7M'TL1BE .049 WALL
CAMEL BACK DSO' FOLDED PL.
1 /4 PIN OR SOLT
Two ANCHORS EA. CAMEL BACK
CAMEL BACK DETAIL
5/8• SC BUTT JOINT TUBE 040 WALL
CSE " - ,LT3 ST_ R3 1/0[7: • XACX
- L = MT AN F.F. A7.CT16
r.rv s : a.r 6O•.
-04C GUSSE' PEA7E 4 SMS
- 4SIDE SL LT ( EVERY 3 RD SLAT )
I/4 MOLE FOR
CLOSED POSITION
SECTION 'X -X'
s
7 fI6 BOLT
'ICI
2- •IOS.M SCREWS•
L- I vex i's 115
PURLIN
(SHOWING CONNECTION
AT EA END OF NOSE PURUNO
1t1
o _
I I I` 316
SLAT DETAI
VALENCE • 6•
SEE SCHEDULE
FOR THICKNESS
ROOF SLATS
VALANCE
SEE SCHEDULE
FOR THICK7ESS
SECTION 'Y�Y
PU R L IN
1'
■ IR
AWNING CLOSED
/10 S.M. SCRIM
HEADER HINGE DETAIL
AWNING OPEN
10 LOCK &NEI90 IN STORE POSITION, REMOVE
CAMEL WE PI1 OM BOLT, h1LOCATE ARMS,
FOLD 691210 DOSE A1D REPLACE CAIIEL MCI
PI1 O• BOLT T110 VALANCE.
3/4 "O.D. TUBE .04
56 .
4R.
1•
71"
WING DETAIL
2- AICHORS EA. �� _
CAMEL BACK
— R0L11D ROOF SLATS 2 -t.4 S.P. SCREWS • EA. TUBE
CAMEL BACK DETAIL
_-.040" ;USSET PLATE 4-A S.M. SCREWS
TYPICAL POPLIN
2- ANGLES (SEE PURLIN DETAIL)
_ -- PINGS 1"a.0)0"
4 -I8 S.M. SCREWS
r5 /8"SC, esrr Jo1w5 TUBE .040'
/
*ALL
.040 cvssET
PLATE 4-P4SY9
INSIDE EVERY 5r0 : r
SLAT 3_7/16"
2 Sq • EA. 5/e"
sr. TCl1
LADEN ANCHORS SHALL BE LOCATED
AS SHOIW.
1 .14-
OVERHEAD -R14 7/6" X .Ji " WITH
2" X 1/6" Z 2" CAia.LD..CE
CONNECTED KY }" - 20 LJLT
ROOF SLATS-.
VALISCE .050"
--ADJUSTMENT ROLES
-7 / "0.D. TORO .o49 "WALL
5 6" I:axnrm
PLAN OF AWNING
PUSH POTTOP
CAMEL PACE .0P0" FOLDED PL.
L_ }'DNA. PIN CR POLT
r
ELMS
DETAIL OF ROLLED ROOF SLAT
r HOBS
10! CLOSED POSITI0?
SECTION 'X -X'
- • VALANCE
1. 2..
PURLIN
1 -0P S.W. CREA EA. SLAT STAGGE7110 ALL PURLIIS
\ \ , P5RL1!
�\
ROOF SLATS
4
I" -20 BOLT PURLIN
b4 9/16 SECTION 'Y -Y'
i 10 SIe SCRDIN
iP - 20 8012
:1':.115'
ALGA
PURLIN SPACING SCHEDULE
PROJEc000
48"
16"
4
56"
s6
7 "
7
71 "
CONCRETE
210514. 70
46"
5 6 •
46'
56'
45"
52
5 6"
I � ARA 10
13'
16"
16'
w'
16'
ACIOR SCEEDULE
15'
18'
w"
17"
w'
15"
ROLLOW WALL WOOD
Awl ERMAN
rmaxrumum
18"
12
1E"
12"
16"
w'
17'
13"
12'
ALNIIIO1 ALLOY OF AMINO COMPONENTS OR 491510
BUILD110 MIT.
ROOF SLATS 5005 -4 311 80123 20215 Th
ARMS Soo; -/1
rVRLIIS 5 -155
ALL AWNI10 SIZES 51011 AR1 91.2. LES3O1 3I511 MAY BI
USED.
TER JALCO S0IMASTEI CATALIY AWIINOS 1111E DESIGNED
AID TESTED I1 ACCORDANCE AI19 !92 MPT10P0LITAN
DADS C001TT BUI1DI10 AND ZONIS0 DIFABTED1T POLICY
FOR PLANT PRODUCED PREFABRICATED RIGID APVI103, CAS..
031/111 AND CANOPY !SUTTEES, DATED OCT.10,1960. BAWD
ON SOOTS FLORIDA BUILDING CODE.
AWNING ARMS WAY BE M001T1D OVERHEAD 02110 SAME
FITTINGS AND DIMENSIONS.
THE POLIOW110 LABEL SHALL BA ATTACKED TO ALL
AWNINGS,
JALCO, IMP. CERTIFIES TEAT 111 ALLOY AND 111&T
TREATMENT OF ALL METAL IS IBIS PRODUCT CONIORIS
TO TRI SPCIFICATIONS CONTAI® 11 TEE PLANS
SU101I1IED FOR PERMIT COTERIEO IBIS INSTALLATION.
THIS AWNING MOST BE CLOSED AND SCORED TO TUE
WALL DOS110 A 1URRICASI WAR1I10 OR ALERT
:ORDA■ 103 ; "1
1 }" LAO SCREW
OR }' -20 SUPRA
361P OR L "
1e" 0.1.0.
ACKERMAN J0613011
• -20 L090
1110 T0001i
SCREE MICRO!
W0. 10 -1;' I.O.
9000 SCWI1
DATE
49149,,
•1112•
JALCO, INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH 81 ASSOCIATES
6 2 7 SW t f to AVE W I A Y t 61.0910*
C O N S U L T I N G E N G I N E E R S
/Art: 3165 I.•Nt1D3 1ca/.a• [wt c. [ me No. 1 Y.et. No.
•T •7: «.Y:l ` i10CI I O,: { .Y.a. 6522 1 d 1
SUNMASTER CATALINA 562
Correction
Re- Insp'n Fee
0\
MIAMI SHORES VILLAG
BUILDING DEPARTMENT
3(15-'495-2204
Building spection Request
Date / 05
Type Insp' n
Permit No. P 0
Name
Address 73 V iV d
Company �y, IC
Phone # :/ e5) S 9 3
Inspection Date /
■
10
I DEC O
BUILDING
PERMIT APPLICATI f —
FBC 2001
$ Value of Work For this Permit
Total Fee Now Due $
(Continued on opposite side)
Miami Shores Village
Building Department
� v Shores,
05 ) Florida 33138
7
5 2 az (305) 756.8972
Permit Type (circle): Building Electrical Plumbing Mechanical Roofing
Owner's Name (Fee Simple Titleholder) �jiZ C �
g4 RODaiOau L ,S E' Phone # 30 - 7S f
S /o?
Si
Owner's Address / 5 0 /VC 9‘ >'4 S hre ET J
City Ho *of s 3 State Flew r'04 Zip 33 /38
Tenant/Lessee Name Phone #
Job Address (where the work is being done) 750 NG ,9 1A S,4ic i
City Miami Shores Village County Miami -Dade Zip 33/38
is Building Historically Designated YES NO X C41.1-t. 6 iii — 7 & 6/a -7g
Contractor's Company NameCJ) 1 `e l Jt_5 S h t 1 1 l rs �hc Phone # 05 - 8 E 3 4 -3 939
Contract is vl- G Address 5 kJ A-- en s C,-
City 4-ja luck) State ry Zip 33010
Qualif er5/ — 41) L4
State Certificate or Registration No. Certificate of Competency No. q u gS DOD-E
Architect/Engineer's Name (if applicable) Phone #
Permit No. 7 5P ? ( — f 6 c
Master Permit No.
Square Footage Of Work: V 1 /' t7 0
�u.
r "---
Tyjn of•Work: JAddita ❑ Alteration ❑New ❑ Repair/Replace El Demolition
I iescribe:Wor c: 8, S rt PC7r)) � r. /k
* * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Submittal Fee $ Permit Fee $ 3® "' — CCF $ / � ® CO /CC
Notary $ 1.11 Technology Fee $ � 6(O Technology Fee $ 6( 7L
Scanning $ Radon $ Zoning Bond $
Code Enforcement $ Structural Plan Review. $
Ope-4 0,4
Bonding Company's Name (if applicable)
Bonding Company's Address /� •i ,
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address l
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,
CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absent .r such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
The foregoing instrument was acknowledged before me this 2_9
day of NOV • , 20 i1, by Gi. bR.ir l Kle: SUt 'Z ,
who is personally known to me or who has produced J
As identification and who did take an oath.
Print:
My Commission Expires:
************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
APPLICATION APPROVED BY:
Chc 05/13/03
J
Signature
Contractor
The foregoing instrument was acknowledged before me thus
day of /dk 1) , 20 Q Vby S h a#G-
who is personally known to me or who has produced
as identificatio and
LIC: , NOTARY PUBLIC:
• L
shoe E. Geschwill
Z Commission i1DD159142
:3;. Expires: Oct 17, 2006
"' ;i, 40; Bonded Thru
**** * * * * * * * * * * * * * * * * * * * * * * * * * * * **Ko t * * *Munkycgd m' * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Sign:
Print:
My Commission xpires:
** ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
ld`a a\acf
Plans Examiner
Engineer
Zoning
(Maximum 15 ) 1 ( 54.7 2 - I 523 50.8 49.8
` 58.0 55.3 53.8
60.5 ` 57.8 56.2
I 63.1 ( 60.3 58.6
- -67.0 - -.. 1. - 64_ - -- __ R 9 __.
50 I 70.2 • . I 67.0 I 65.2 63.9 I
60 I - 72.8 I 69.5 I 67.6 66.2 I
52.7
49.0 48.4
51.9 51.2 •
25
30
57.4
54.2 53.5
56. 55.8
60.0 - -- - - -59.2
55.1
Square Feet
50 I 60
0.88 0.86
62.8 I 620
65.2 I 64.3
Interior Zone (4 - Walls) Negative Pressures
Exposure C For the
146 mph Wind Zone
Effective Wind Area (or, Tributary Area) in Square Feet
Height
_ 10
20
30 40
60
- 1.LL5
-1.02 -0.99
- 0.98 -0.96
(Maximum) 1 -1.10
15 1 ( - I -56.9
20 1 -62.9
=65.7 I -62.9 1 -61.3
-53.6
-53.0 .
-54.4 I
-57.6 -56.8 -56.1
-60.3 -58.7
25
-60.2 1 59.3 -58.6
30
-68.5 1 -65.6 ....1..... -63.9
-62.8 I -61.9 I -61.1
40 1 ..r.72.6
- 69.6 1 -67.9
-66.6 1 -65.6 I -64.8
50
-76.1
-73.0
-71.1 1 -69.8
-68.8 1 -68.0
60
-78.9
-75.7
-73.7
-72.4
-71.3
-70.5
4
„if
1
i
RA ENG!NPPRIM _ °NC
• 2100 W 76 ST. #311, HIALEAH, FLORIDA, )P.E. n-016
ISJ CI \J. ItltVtt.7V1tt, P. a 1 ,+
1w ♦ v.,w�
DESIGN W1ND LOADS (LBS /SQFT) • FOR
I Inb3nor & Exterior Zones (485 - Walls) Positive Pressures
-L • r.
_ rvt ulc
Effective Wind Area (or. Tributary Area) in
Height 20 30 40
1.00
10 0.92 0.89
Exterior Zones (5. - Walls) Negative Pressures
Exposure C For the 146 mph Wind Zone
Effective'wvina Atza (cu, 1 noutaryArea) in Square Feet
50
Height
(Maximum)
15
20
25
40
50
10
-97.4
-84.3
-82.2
Length of End Zone (a): 10% of feast horizontal dimension or .4 h, whichever is smaller,_
but not Tess than 4% of least horizontal dimension or 3 ft (h = mean roof height in feet).
U a =1., 747711 1C: T :c C17 I OA __C
P k i r/
1TV ...'I, 1 • • ..v.. •■■-..-
I. 20
30
-12:3
-65.5
FCr1 = .1 nn
.FLORIDA BUILDING CODE 2001
ter_ 7-981•A•11\10 wvs-
14S _ MPPH ZONE
40
-1.19
•40 1.=
-73.3 I -68.4
-77.6 -72.4 - 69.3 -o i .&
-81.0 -75.6 =� 24 -70.1
-84.5 I -78.8 -75.5 • -73.1
-89.7 I -83.6 -80.1 -77.6
-2,41.0 1 -577 --A. - - 81.3
1 -90.9 I -87.0
-63.4
_1,15
-61.8
- 65.5
- 68.4
-71.3
-75.7
-70
60
-1.13
-60.5
.-64.1
-0b.y
-69.8
-74.1
-77.
r
• %F'lofrida
41
Storm
Panels
14475 N.W. 26 Avenue • .Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511
SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM
Building Official
Dear Mr. Building Official:
We are Dade County Notice of Acceptance holder for the 22gauge panels
under number 02- 1120.02
This letter authorizes Calleia's Shutters to use our
22ga. Panels under number 02- 1120.02 to be used at the following job:
7S 9 /U E
Sincerely,
Victor V. Cruz
President
Enrique Revilla
or Vice - President
1. This form must accompany the application for building permit and
shall become part of the permit documents.
2. The authorized signature must bear the raised corporate seal of the
company holding the Dade County Notice of Acceptance.
I
tv i 17%
/ _ .lor//\ 37
- 37 -r ko
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- 37 ) �l
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eadce/y
4/ 5Id R S
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Florida Storm Panels, Inc.
14475 N.W. 26 Avenue
Opa- Locka, Florida 33054
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted mariner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Q.029" (min.) Galvanized Steel Storm Panels Shutter -
APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled "Q ga Galvanized Steel Storm Panels�", sheets 1
through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02,
2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall lie available for inspection at the job site at the request of the Building Official.
This NOA consists of this page l as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E.
NOA No 02- 1120.02
Expiration Date: 01/23/2008
Approval Date: 01/23/2003
Page 1
Miami Shores Village
10050 NE 2nd Avenue
Phone: 305 - 795 -2204 Permit Number: BP2004 -1605
Printed: 12/22/2004
Applicant: GABRIEL RODRIGUEZ
Owner: RODRIGUEZ GABRIEL
JOB ADDRESS: 750 NE 96 ST
Contractor CALLEJA'S SHUTTERS, INC.
Local Phone: 305 - 884 -3939
Parcel # 1132060142090
Permit Status: APPROVED Permit Expiration: 6/6/2005 Construction Value: $2,448.00
Work: STORM PANELS (25 PANELS)
Signed:
(INSPECTOR)
Building Permit
Contractor's Address: 295 WEST 27 ST.
Page 1 of 1
Legal Description: 5-6 53 42 MIAMI SHORES SEC 3 PB 10 -37 LOT 6 & E1/2 LOT 7 BLK 68 LOT SIZE
Fees: Description Amount
FEE2004 -12903 Building Fee $350.00
FEE2004 -12904 CCF $1.80
FEE2004 -12905 Training and Education Fee $0.60
FEE2004 -12906 Technology Fee $8.75
FEE2004 -12907 Scanning Fee $21.00
Total Fees: $382.15
Total Fees: $382.15
Total Receipts: $382.15
O�
eo
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining the and in strict
conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY: