65 NE 96 St (8)S
MIAMI SHORES VILLAGE 1 411 i /2-
BUILDING INSPECTION DEPARTMENT
APPLICATION FOR BUILDING PERMIT
Application is hereby wade 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.
Date..._.._ 5`-._... m ,,19..3
Owners Name and Address C --21 ' 2444 E- Mf3 1J . S ' ...__. Street —... — C i.kT'i•
Registered Architect and /or Engineer „ ... ......... ....,.,<,..,..- „.,,..,_-.
Name and address of licensed contractor S. Y AI.,. C.P..L 're Qc - T10” JINX... • /4I9 S . •0 t yt£ i-FW . t-tf im,m -LE
Location and legal description of lot to be built on: o--t x`ap� ��'
Lotil ' 14)-4 Da Block 6 Subdivision
Street and Number where work is to be done cQ� W.- 961_.�'�
State work to be done and purpose of building (by floors ).__ . !`1 CIN WIN) v
and for no other purpose.
New Building Remodeling Addition Repairs No. of Stories
To be constructed of Kind of foundation R Covering
Estimated Total cost of improvements $ Amount of Permit $` d g . .
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 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, or# work to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks (Signed).-
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.. ..211 7_ .. Date / J/ L3 Read, Sworn to and Subscribed before me.
Disapproved
(Signed)
•
Date..
ci-
building Inspector My Commission Expires
Notary Public, State of Florida
to me well known,
PLANNING BOARD DATE
Chairman Member
Member Member
Member ...... _...___..-- -�__._ Member �..___..
Council Approved Date Disapproved Date
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from
the Planning hoard.
A re-inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspectitm or faulty
materials and /or workmanship.
MIAMI SHORES VILLAGE
3
STATE OF FLORIDA,
COUNTY OF DADE. j ss.
Chairman
Member
Member -
Council Approved
UILDING 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.
Date_ ___________? /_4/69 19
Owner's Name and Address
M. F. Youngbe No 65 Street N. E. 96 St.
Registered Architect and /or Engineer Carr __Smith & Associates
Name and address of licensed contractor JACQ :INC. 741 N. V. 54 Street,_ Miami,.
Location and legal description of lot to be built on:
Lot__ Block Subdivision
Street and Number where work is to be done
State work to be done and purpose of building (by floors)
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 $ 550.00 Amount of Permit $ 2 .55 0
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_____ .__ _ ___ George H. Harvey,_ 741 N. W. 54 Street, Miami, Florida 33127
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, Pen nent nent Sup dement,
and has complied with the provisions thereof, and will require similar compliance fro all contractors or sub- contrac employed by him
in the work to be performed under this permit; and will post or cause to be posted .r inspection on the site of the such public notice
or notices as are required by the Act. The undersigned agrees to employ only such ,contractors, .1` work to .erformed nde, this
permit, as are licensed by Miami Shores Village.
Remarks (Signed) _.
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 ____ Date___ - 2 9 _ `I Read, Sworn to and Subscribed before me.
Disapproved -- _ 4 (Date
(Signed) ✓ U1 -
n - /! _ 1 � Notary Public, State of Florida
� ��2�z o�` -�� ;_,
Building Ink c tor My Commission Expires__
vPLANNING BOARD__ __ . DATE
Member
Member
Member -- - - --
_Date Disapproved - Date
Install aluminum fold -down awnings and
aluminum storm panels, Residence.
to me well known,
NOTE: A charge of $1.00 will be made for making corrections or changes to this application after 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.
•• enin: No. Size
1. 84 1/2x
2. 44 x45
3. 6a Sections
4. 84 1/2 x 57
5. 84 1/2 x 57
6. 84 1/2 x 57
7. 84 1/2 x 57
8. 84 1/2 x 45
9. 13 Sections
10. 7 Sections
11. 44 x 45
Owners
Contractor: JAICO, INC.
St le Pro . Const.
Catalina 42"
42"
Storm Panels 66" lgth
Catalina 54"
n 54n
54n
54n
42"
Storfti Panels 85n lgth
70" lgth
Catalina 42"
M. F. Youngbert
65 N. F. 96 Street
Miami Shores, Florida.
ANCHOR
SEE
SCHEDULE
7 !
I ANGLE 55
I X 2.5 X 090
4,
AWNING CLOSED
i ste•
_rye
- 510. - 1-88 S.M. SCREW
.06dEXTRUSIONS
':o SEE SCEEDOLE
EITERMILDIATE ST DRX LOCI
lir 13/ hula=
STRAP
WING
FRGJEC. L
7
3Z 45.
HEADER RINGS
SUPPORT ARIA
SUTTON
CAMEL BACK
AWNING OPEN
TO LOCK AWNING IN STORM POSITION, RE mCNE
CAMEL BACK PIN OR BOLT, RELOCATE ARMS,
FOLD AWNING DOwN AND REPLACE CAMEL
BACK PIN OR BOLT THRU VALANCE.
• 10 S.M. SCREw
71
EA. SLAT
USE ORE P08 SPARS
08 GREATM.
ROL-I SLATS 2 -• SMS EA TUBE
040 GUSSET PLATE 4 VAS
T PURLIN
E• ANGLES (SEE
56*
DE_LI,L11,
PURL IN DETAIL)
, STRAP HINGE I" 8 .040 4- SMS
"INA
'1
_.. s 'citr =PT Al 1ANGS
C.11" ATV mt.,. %11::THE GRULTEF
ts.VE 2 7.7.C.e.Cist.... A E.A.> EN:
.0
x
4
CAMEL BACK DETAIL
44,4.7
ADJUSTMENT HOLES
• BUTTON
0.D.TUBE
7/11 TUBE .040 WALL
CAMEL BACK .080 FOLDED PL.
1/4 PIN OR BOLT
TWO ANCHORS EA. CAMEL BACK
t 7
PURJIIS
IL
;
DTh
MAX.
PLAN OF AWNING
^.....------ 5/Er 50 BUTT JOINT TUBE 040 WALL
USE "P" ST.RX tact' 8 RACE
\e" r:DSF A). FUR 810708
GFT.C.7 ',""dAir 60'.
GUSSET PATE 4 SMS
''--------- INSIDE SLAT ( E VERY 3 RD SLAT )
IN BOLTS
ROOF SLATS
SM.SCRINN EA. SLAT STAGGERED. ALL PURLINS.
1/4" HOLE FOR
CLOSED POSITION
SECTION 'X-X'
.049 WALL
7/16' BOLTN.,,
F.7
2- S.MSCREWS
L- VeX I X 115" X Ve
PURLIN
(SHOWING CONNECTION
AT EA END OF 14352 PURUNI
SLAT DETAIL
VALENCE 6'
SEE SCHEDULE
FOR THICKNESS
ROOF SLATS
PURLIN
VALANCE
SEE SCHEDULE
FOR THICKNESS
SECTION 'Y-Y
:it
PJR,..I\' 6 vc_:nm `5.
meor CA • v4L
NS.SE IF-A TYPCAL ,
5C ir Lp4C,'
56° 91 .040 , i6'
ma
7r
7r
9 I
ALUMINUM ALLOY OF AWNING COMPONENTS
ROOF SLATS 5005-1434 BOLTS 2024
VALANCES 3005-1414
ARMS 5005-H18
PURLINS 5005-14 i8 . • .
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 AND ZONING DEPART-
MENT POLICY FOR PLANT PRODUCED PREFABRICATED
RIGID AWNINGS, CANOPIES AND CANOPY SHUTTERS, DATED
OCT IC, 1960 BASED ON 50 fLA 81_0G. CODE
AWNING ARMS MAY BE mOUNTtD OVERHEAD USING SAME
FITTINGS ASO DIMENSIONS
THE FOLLOWING LABEL SHALL BE ATTACHED TO ALL
AWNINGS: -
JALCO INC. CERTIFIES THAT THE ALLOY AND NEAT
TREAT14ENT OF ALL METAL IN TNIS PRODUCT CON-
FORMS TO THE SPECIFICATIONS CONTAINED IN THE
PLANS SUBMITTED FOR PERMIT COVERING TICS IN-
STALLATION. THIS AWNING MUST BE CLOSED AND
SECURED TO THE WALL DURING A HURRICANE MANUS
OR ALERT.
ANCHOR SCHEDULE
CONCRETE HOLLOW WALL
I/4 8 We 0I4M014 I/1' X 20 LONG 4
HAMMER DRIVE NAL WING TOGGLE SCREW
OR I.4" SUPER -
GRIP JOR:1011 KO K VA
LAG
.040'
.063'
.063
CONTI/geggl VCR. DiglEINIMOMII
AT 0111 •■•■•0111/ POCOCt =NM& WTh 111.0.M.
12.
le
ie 12'
WOOD
440.44.-V12
WOOD SCREW
JALCO INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH & ASSOCIATES
ery AVE . • 011•111. 1'i.0111111•
CONsuLTiNG 2 140182288
•••••-041.4. MC 1 oc....E G canc.C4.1( - -
64139
1 OF 4
SUNMASTER CATALINA 9
SEAR=
A� .IMO.
AWNING CLOSED
.060 EXTRUSIONS
!- NINON
0 ++1�
9 V ALAICs
/ ✓ i
SUPPORT ARM
BACK
AWNING OPEN
TO LOCK AIMING IN WORM POSITION, =MOVIE
CAMEL BACK PIN OR BOLT I,SLOCATM ARMS,
FOLD AWNING DOME AND REPLACE CARL RACK
PIN OR ROLE T1RO VALAIICI.
-18 S.M. NCR= MA. SLAT
#10 S.M. SCREW
HEADER HINGE DETAIL
2- ANCHORS EA.
CAVIL BACK
ROLLED ROOF SLATS 2 -14 S.W. SCREWS ! EA. TURK
—.040 ;DSSMT PLATO; 1144 3.8. SCREWS
TYPICAL PURLIN
2- ANGLES (SEE PORLIR DETAIL)
I� --- g6"
71'
WING DETAIL
8'
MMADER AMCROR3 STALL BM LOCATED
As S80WN.Z
F
t A/
•
ROOF SLATS-
CAMEL BACK DETAIL
2- PUSH BUTPON
CAMEL PACE .00' FOLDED PL.
} PI8 OR BOLT
OVERHEAD ..R14 7/F, X 04 — RITH
2" x 1/8" X 2" cALEL0.CX
CONNECTED BY }" - 20 DOLT
--- PINCE 1'x.040"
4 -08 s.8. s0BS8s
MSC. BUTT JOINT TUBS .040
.040 GUSSET - —
WALL
PLATS 4-143sS I
INSIDE EVERY 3rd
" o.
0
r
Im^H
56^ rAXIIIIN ��II
PLAN OF AWNING
1 -1P 3.M, 90886 HA. SLAT STAIGERKD ALL PURLIRS
� ADJUSTMERP NOLSS
• • Routs
\ .7/8 "0.0. TQL! .049 "MALL F OR CLOSED POSITION
3/4 TUBE .04 "WALL ' — yQ SECTION I X —X
J
SLAT
3-7/16"
2-14 PIA. 5/8
Sr. 4081 DETAIL OF ROLLED ROOF SLAT
PL'RLIN
} -20 BOLT PURLIN
VALANCE
1.1"
PURLIN
ROOF SLATS
3 "
1.
9/16 SECTION 'Y —Y'
PURLIN SPACING SCHEDULE
PRO,MSTIOM
48"
16•
48"
56•
56"
71 "
71 "
CONCERTI
WIOTIt, TO
4
56"
46"
56"
145"
5
5
E ' 10 AC
16•
16"
14 "
16
14•
16"
ANCHOR 8CNm0Ii
13"
15'
18'
14'
�
HOLLOW NALL WOOD
wTf NO 111*10 l OWN I *1711100
18A)L MOM
TYPICAL PUNUM
18"
12%
u'
17"
17'
13"
12"
ALUMINUM 413.07 OF AWNIMO 00MP0WNl73 OR AWNING
BUILDING SI=T.
ROOF SLATS 5 - B012 20211 ty
VALANCES 118 3003 -n
P081115 5 -1 34
ALL AWNING 9IXS3 SHOWN ARE MAX. ILSI= SIXS8 MAY BS
USE.
T81 JALCO MUST= CATALINA AWNINGS WI= 01SIGRID
AND TESTED IN ACCORDANCE WITH THE MST40POLITAI
DADE COUNTY BUILDING AND 103110 WARIER= POLICY
FOR PLAIT PRODUCED PREFABRICATED RIGID AWNINGS, CAS -
OPIM. AND CANOPY SHUTTIRS, DATED OCT.10,1960. BASED
ON SOUTH FLORIDA BOILDINO CODS.
AIMING ARMS MAY BR MOUNT= OVI1i8LD 03I10 SAME
FITTINGS AND 01W8I013.
THE FOLLOWING LABEL MALL BE ATTACH= TO ALL
AWNINGS,
JALCO, INC. C1RTI7I16 TWAT TMM ALLOY AND NEAT
TRIATMEST 07 ALL METAL IN THIS PRODUCT CONFORMS
TO 77R 3PICIPICATI0N8 CONTAINED IN THE PLANS
9331171/0 FOR PERMIT COVERING 78IS INSTALLATION.
THIS AMMINO MOST BS CLO3ID AND SECURED TO TIN
WALL DURING • HURRICAIS MARM120 OR ALERT
JORDAN 103 }•s
1 }" LAO SCREW
OR 5 " -20 SUPER
GRIP OR }" X
1 }" D.H.D.
ACIERNAI JONSSON
-20 LONG
WINO 7000LM
SCR= ANCHOR
W0. 10 -1e" LO.
WOOD SCR=
JALCO, INC.
745 N. W. 54th STREET
MIAMI, FLORIDA
CARR SMITH 81 ASSOCIATES
6 2 7 9 W. 27 la NNE., M O R O N I , F L O R I D A
C O N S U L T I N G 1 10 6 0 10 E E R S
Dart: 31651w 1
{catgut
CONTRACtOR SMALL KRI7r All 010(011001
117 WTI ff FORS PROCS[DINS *ITN WORK.
nu NO 1 W IRT NO
6522 I I of I
SUNMASTER CATALINA 56"
COHT ACTOR O4 *LL VERIFY ALL O.N[AE.CtS L 9
AT SITE strata nROCEEDIm6 worm WORK. 1 67a 7 I I OP 1
JALCO STORM PANEL
LSTA/L OF STORM PANEL
7s.1 •�^ N
15 C/C
JORDAN ".10E0-IZJ"
03Cr" LAOS
_ 5 TI01 B-B
SECTION C.0 _
A.LO'::ABLE SPANS
HEIOST TYPE OF PANEL ■ THICHNIES
ABOVE ALUMINUM STEEL
GRADE'
.032" .040" .050" 24 GA. 20 GA.
2- 1 /2`,a 274_2:=1
�4° G/C 24 • C/C . I
SECTION D-0 ACTION
1 OEITa2►t
LIVE LOADS ARE I1 ACCORDANCE SITE SECTION 2306.2 IN
TEN SOUTH FLORIDA BUILDING CODS..
TEST LOAD . ....... . ...
CONNECTIONS'
DEFLECTION'
MAIN MsrEBt3
SECONDARY MON=
RECOVERY FRGY TEST LOAD
ALUMINUM ALLOY OP SHUT COMP0NF1f
- IH ACCORIM$C1 . �SSOCIATI Or.
ALLOT CCIIYRgSBIOR
YIELD 3TIiY9$
STOR:i PAREL ',1004 ..H34 2 ;000
A KOLES & CHANNELS u08 51g 16;000
BOLTS A SCREW 9+t 202-T4 40
* NAY BE GALVANIZED OR STAINLE..S STEEL
GENMEAL NOTES:
1) THIS SUTTER WAS DESIGNED IN ACCORDANCE WITH THE
IETROPOLITAN DADE CCUNTY BUILDING & ZONING DEPT.
POLICY, DATED JULY 20, 1962, BASED ON THE SOUTH
FLORIDA BUILDING COLS.
2) ALL ALUMINUM EXTRUSSIONS SHALL HAVE A MININD1
THICKNESS OF .055!
3) 18 GAGE STEEL SCTIORS CAN MLA= TH1 .055°
ALU $ 1 EITROSION3
4 ) PRINTS ARE VALID FO BUILDING DEPARTMENT ?DEPOSES
ONLY WHEN SIGNED BY THE ENGIIT:TiR OVER HIS SEAL.
5) WHENI�AH 6
10CERDY ' P T A MUST BE BOLTED TOGETHER
AT
1.5 TINES LIVE LOAD
3 TIMES LIVE LOAD
JALCO, INC.
745 N.W 54 STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
oEwwEJTOloaslau A'N 'cmw= /Oil Fnn PIO. 1 WIC= NO
•
taLMILMt
00
�.1 ft MtPFrl
1 p
N N Mtr,--C
.-1
a Ae a
447 ` Y/17/
o PlA FC 0 D 0
:
' 7 w� `Y ea `�T ' 11 ' ?
-gym
. 0 0,0,0 ~$
N .i YD
.l .i .i rl
c pipe
1 1 1 1 1 1 0a
1 1
1 r p 00o o mm
aaaaonato
.: 4=1.:1
COHT ACTOR O4 *LL VERIFY ALL O.N[AE.CtS L 9
AT SITE strata nROCEEDIm6 worm WORK. 1 67a 7 I I OP 1
JALCO STORM PANEL
LSTA/L OF STORM PANEL
7s.1 •�^ N
15 C/C
JORDAN ".10E0-IZJ"
03Cr" LAOS
_ 5 TI01 B-B
SECTION C.0 _
A.LO'::ABLE SPANS
HEIOST TYPE OF PANEL ■ THICHNIES
ABOVE ALUMINUM STEEL
GRADE'
.032" .040" .050" 24 GA. 20 GA.
2- 1 /2`,a 274_2:=1
�4° G/C 24 • C/C . I
SECTION D-0 ACTION
1 OEITa2►t
LIVE LOADS ARE I1 ACCORDANCE SITE SECTION 2306.2 IN
TEN SOUTH FLORIDA BUILDING CODS..
TEST LOAD . ....... . ...
CONNECTIONS'
DEFLECTION'
MAIN MsrEBt3
SECONDARY MON=
RECOVERY FRGY TEST LOAD
ALUMINUM ALLOY OP SHUT COMP0NF1f
- IH ACCORIM$C1 . �SSOCIATI Or.
ALLOT CCIIYRgSBIOR
YIELD 3TIiY9$
STOR:i PAREL ',1004 ..H34 2 ;000
A KOLES & CHANNELS u08 51g 16;000
BOLTS A SCREW 9+t 202-T4 40
* NAY BE GALVANIZED OR STAINLE..S STEEL
GENMEAL NOTES:
1) THIS SUTTER WAS DESIGNED IN ACCORDANCE WITH THE
IETROPOLITAN DADE CCUNTY BUILDING & ZONING DEPT.
POLICY, DATED JULY 20, 1962, BASED ON THE SOUTH
FLORIDA BUILDING COLS.
2) ALL ALUMINUM EXTRUSSIONS SHALL HAVE A MININD1
THICKNESS OF .055!
3) 18 GAGE STEEL SCTIORS CAN MLA= TH1 .055°
ALU $ 1 EITROSION3
4 ) PRINTS ARE VALID FO BUILDING DEPARTMENT ?DEPOSES
ONLY WHEN SIGNED BY THE ENGIIT:TiR OVER HIS SEAL.
5) WHENI�AH 6
10CERDY ' P T A MUST BE BOLTED TOGETHER
AT
1.5 TINES LIVE LOAD
3 TIMES LIVE LOAD
JALCO, INC.
745 N.W 54 STREET
MIAMI FLORIDA
CARR SMITH & ASSOCIATES. INC.
CONSULTING ENGINEERS
CORAL GABLES FLORIDA
oEwwEJTOloaslau A'N 'cmw= /Oil Fnn PIO. 1 WIC= NO