615 NE 97 St (11)MIAMI SHORES NIILLAGE
UILDING INSPECTION D P1RTMENT
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.
Owner's Name and Address t0 e 0 w4 /2 S
Registered Architect and /or Engineer
Name and address of licensed contractor
No. 1 Street /0 6. 9' ..Jr 7
-cep /eel/ c/ .
/c® � C u s •7 °' -c fa. / /2 7 r■r0 4). cr Ak ,
Location and legal description of lot to be built on:
Lot_ i3 1 / Block l0 / Subdivision / & iii V Zed Ce 9-
Street and Number where work is to be done 6.45 N &• 5
New Building
To be constructed of
Estimated Total cost of
Zone cubage required
State work to be done and purpose of building (by floors) 02CA ' -eV ∎*g 1j2,4) 7 o
tX /sTilt. /Le SC mace
and for no other purpose.
Remodeling Addition N. Repairs No. of Stories
Kind of foundation./OX1 6 CO/ . $ Ro #5/ _ /ga 0'
[9 d Amount of Permit $
plan Cubage__Q• * 2
Size of Building Lot
improvements $
4 La ;ft en
Distance to next nearest building 26 �f
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 04 1/ 1 - 4 . C v S 7o a.( . #C,i 144e,2s 7.riz E 7 oticazag
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, Pennanent 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 inspe•' on on th- ite of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such subc jj to o. 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
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.
o 3 z Date____ - ' r Read, Sworn to and Subscribed before me.
Permit No
Disapproved
(Signed)
(
at
Building Igip €ctor
Date u
Notary Public, State of Florida
My Commission Expires
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 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.
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.
1 Date �' C C ' , 19
Owner's Name and Address_vl_4_liN_.d.9_L2Efr .6_1 _IVE.... , 7 S Y No. Street
Registered Architect and /or Engineer cAciSa. SJ) r
Name and address of licensed contractor ____ gi.L.Sl1 -t4_____ - Sr... & E_Al PA_ _!u_ ,L ' S 9.__— ___- /_.4/ . _`3 fir Ct,
Location and legal description of lot to be built on:
Lot__ L3 1' / 5it Block /_ 0__I Subdivision � ... . ___ /__AM_! ski v.i ,__.5
Street and Number where work is to be done $' 1 - S (1 _____Sj
MIAMI SHORES VILLAGE
State work to be done and purpose of building (by floors)._
( Signed)
Notary Public, State of Florida
gy
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 $ Amount of Permit $____ 6 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
besent 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, Com.iled general Laws of Florida, Permanent Supplement,
and has complied with the provisions thereof, and will require similar compliance fr m 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 f •r ins ection on the site of the work such public notice
or notices as are required by the Act. The undersigned agrees to employ only such , . actors, on wj4 to be performed under this
permit, as are licensed by Miami Shores Village.
Remarks --- ...
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
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 No.________- - B Date - I ? ' Read, Sworn to and Subscribed before me.
Disapproved
(Signed) •
Building Ins or My Commission Expires
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 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.
1
C
HL
1
LEGAL L.OT 134- /4 BLOC/( IC/
41/A/v21 0kES SE(.
•
4
T
SCISIL KNCLOStiv •1'
for
C 1 P
e ; N
by
ALUMA SC. E'EN PANELS
2540 74 W. 38th Ct. MIAMI
2" • 1P2" X1/8" ANGLE
1/8" BENT PLATE
USED ONLY WITH
TYPE 6 COLUMNS
2" X 2" X 1/8" ANGLE
USE 3/16" X 2 11t"
STAINLESS STEEL LAG
SCREWS 8
18" C.C.
TYPICAL COLUMN CONNECTION
AND ROOF CAME CONNECTION
2 -1" RIVETS OR
THRIIBOLTS
U8E 2 X 2 x 1/8"
ANGLE WITH TYPE
O 3 & 4 COLUMNS
( "I" BEAM)
( "I" AND BOX)
FACCIA,. OVERBAIIG, AND WALL
FASTENERS
TYPICAL INTERMEDIATE ROOF PANEL
CABLE IN A BEAM H
AWWMA SCREEN
PANELS; 0 C.
2540 N.W. 38 COURT
MIAMI FLORIDA
ICE. MIN.
TYPICAL COLUMN CONNECTION
R0X BEAM
6 "x6 "x
10/10 MESH
USE }" X 31" LAG SCREWS. USE # 4 BAR
JORDAN 1020 SHIELD IN MAS0NARY. CONTINUOUS
TYPICAL FASCIA TO BEAM
CONVECTION ( "I" AND BOX)
2° X 1/8"
URED I
BOLT
TRAP FD
MIAMI
ALTERNATE CORNER CABLE DETAIL
SEE REMARKS
COLUMN P. 2
ALL EYEBOLTS
5/16" X 33" SHANE
WELDED EYE, MIN:
BREAKING STRENGTH
2400#
SEE COLUMN SECTION
FOR ANCHOR
DETAILS.
4° CONCRETE 8
8 "x8"
TURNDOWN
FOOTING WITH
4" x
1 3/4" x
�
1/8" CHANNEL
}" THRDBOLTS
H
8'
10'
11'
"I" AND BOX BEAMS
TYPICAL FOOTING
u
COLUMN SECTION
PROJECTI01�3 8' OR
CARR SMITH 91 ASSOCIATES
CONSULTING ENGINEERS
FLORIDA
2 ° $ "x1/8" ANGLE
LONG
TYPICAL WALL CABLE CONNECTION TYPICAL COLUMN CONNECTION
2 NIC80PRE83
OVAL CAar8
SLEEVES MIN.
USE 218 CABLE
-2-0
5/16 X 2g" LAG SCREW 14.34: 8° CABLE USE
INTO JORDAN 1035 SHIELD
WITH WASHER' u 198LE.
!U 2- }" X 2}° LAG
SCREW IN JORDAN
1020 SHIELDS
2" CABLE BREAKING STRESS .1200#
8'
11'
12 '
1/8" CABLE BREAKING 318823 = 1800#
TYPICAL SCREEN ENCLOSURE DETAILS
DRAWN: 0E & DS
DATE: JULY .196"
F
SHEET 1 of 3
BOX BEAM
TYPICAL CHAIR RAIL
TYPICAL INTERMEDIATE ROOF
PANEL CABLE ( "I" BEAM)
HAIR RAIL SECS TO
COLUMN BY 2' #10 X 1
818 .
TECO TYPE "B" CONNECTOR
@ EA. JOIST.
TECO TYPE B CONNECTOR
ALTERNATE FASCIA CONNECTION
WALL CABLE SCHEDULE
3/3
6' 9' 12'
1
1
1 2
1
2
15'
18'
2
21'
2
2
24' 27' 30:
2 3
2 3
2 3
3
3
3
33'
56'
39' 42' 45
PROJECTION
HER
1-3(4" x 1 -3/4
a 3 LONG x
1/8" THICK
CHANNEL
12'
YL`
1
1
1
1
2
2
2
1
2
2
2
2
2
3
3
2
3
2
3
3
SS REQUIRE 1 CABLE IN ROOF IN EACH DIRECTION
DESIGN CRITERIA: DESIGN TEST LOADS
ROOF WALLS 7.0 PSF 10,5 P8F FASTENERS: 3 X ULTIMATE
SIDE WALLS 13.0 15.5 STRENGTH
ALUMINUM BEAMS: MAX. DEFLECTION @ DESIGN LOAD L/80
MIN. RECOVERY FROM TEST LOAD 80%
EXPOSED FASTENERS SHALL BE NON ■MAGNETIC STAINLESS STEEL OR AWMIN01 ALLOY
2024 -14. NOR - EXPOSED FASTENERS MAY BE OF MAOHETI0 312121233 STEEL. CABLE
8ARDWEAR MAY BE HOT.DIPPED GALVANIZED STEEL.
ALL SCREWS UNLESS OTHERWISE NOTED ARE #10 X }" STAINLESS STEEL SUS. ALL
BOLTS UNLESS OTHERWISE NOTED ARE }" X 2}" ALUUINDM, CAP - HEADED HEX T 198011
OF ALLOY 2024 - 24. ALL ANGLES UNLESS 01PHWI83 NOTED ARE 2 X L L ° X 1/8 °.
SCREEN ENCLOSURES WITH TWO OR MORE FREE- STANDING CORNERS REQUIRE WIND BRACH -
7140: WALL CABLES PEB. SCHEDULE AND ROOF CABLES AS REQUIRED BY ENGINEER.
ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 6o% OR GREATER OPEN.
THE ADDITION OP SOLID ROOFING OR SIDING SHALL REQUIRE ENGINEERS APPROVAL.
LATCHES ON DOORS OP SWIMMING -POOL ENCLOSURES SHALL BE 66" ABOVE TEE THRESH -
HOLD, SHALL BE HELP- IATCHIEG,• SELF- LOCKING AND MOUNTED ON SELF- CLOSING DOOR.
I1 SHALL BE DETERMINED 'HiAT THE EXISTING STRUCTURE CAR SAFELY SUPPORT THE
LOADED SCREEN ENCLOSURE.
PRINTS FOR BUII0ING PERMIT PURPOSES ARE VALID ONTE WHEN THE ACTUAL PRINT 32
SIGNED BY THE ENGT=t OVER HIS IMPRESSED SEAL.
RIVETS ARE .250" f SEEP EXPOSING. US 1690# IN SHEAR. SCREWS M1Y BE USED IN
SHEAR.
Q
•
E
TYPE 1.1
4
•
4
T2
STU N StS
4
a1
-
E
-T2
.5 Dgg EITHER
/ CLIP CONNECTION
a mil'
J
F L
tz 4s
1 4- 41-
I I E
II
T I`
II
LIT
II
II
°
4
)'
T2
0
,/-
E.
I
11 III
III
■.
.
M
i
B
B
B
e f
I B
TYPE 114
TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
BEAM AND COLUMN SCHEDULE
IDENTIFICATION
DIMENSIONS
MAX. BEAN SPANS C.C.
MAX. COLUMN SPANS C.C.
REMARKS COLUMN
MARK
ALLAY
Y.S.
A
B
0
T1
T2
T3
T4
8' -0
7' -0
6' -0
51 -0
8'-o"
71-0
6' -0
5' -0
•••
1.00
• •
HY ME , aa
R
•
. AT C ••
a••
NLY
USE AS OTHER IRAN SECONDARY
113
6063-T5
25
2.00
RNERS
NLY
MEMBER REWIRES EIIGINENIS APPROVAL
2A
6063
25
4.00
2.00
1.00
•.
•.
.064
'•
' •
•
13' - 1"
THRUBOLTS 20" 0.6.
+'
•.
6.00
2.00
.
BOTH 24° 0.0.
.•.
7.00
2.00
.200
SIDES E. 24° 0.0.
.•.
2.82
2.00
.065
•
.065
•
11' -1
VINYL DRIVE CLEAT OR
.16
3.00
2.0o
.o5o
• •
.050
10 ' ■
.023 ALUMINUM CLEAT
4A
6063
25
4.00
'
1 4'- 0°
#10 x }° SITS O 24° 0.C. EA. AC
4B
6063
25
6.00
2.00
•
•
DO AC
4C
6063-16
25
7.00
2.00
•
•.•
•
DO AC
4B
6063
25
7.00
2.00
•.•
.125
•
•
DO a,
.•.
3.00
.080
c
.•.
3.00
••
••
• •
.094
.
A3
5C
6063-T6
25
3.00
6.00
3.00
.
c
5o
6063
25
3.2
6.6
3.00
.100
x
5n
6063
25
3.20
•.
.098
•
•
AS
.•.
3.00
7.00
3.00
•••
.125
C
'
3.30
.098
• • 'c
As
•.
3.5o
7.7
3.20
.100
•
•
AC
••.
4.00
8.00
••
• •
.125
'
C
•.
3.25
:
• .
.106
As
5L
6063 -16
25
3.85
8.70
3.47
.120
.074
.108
1'-11
33'-5
35' -
37' -3"
Ac
5m
6063 -16
25
4.19
9.85
4.19
.135
.096
.123
37'-
38'-
40'-8
43'-3"
FOR SPANS GREATER THAN ' AS
5N
6063
25
4.5
10.00
4.00
.140
.096
.140
38'
40' - 3'
42' - 6
45' - 2"
34' USE }° X 211° LAG SCREWS C
5P
6063 - 16
25
4.25
10.10
3.75
.133
.o84
.117
37' - 6
39' - 3
41' - 3'
44' - o"
IN JORDAN 1020 SHIELDS. AC
6A
6063-16
30
4.00
2.00
.064
.064
.064
' ' -11
12'-7'
1 3' - 3`
14'-1
8 ' - 5"
8 ' - 11'
9'-8°
10'-7
GENERAL NOTES
Z".4" s
1. CONTRACTOR MUST AT ALL TIMES BE ABLE TO VERIFY ALLOY AND TEMPER OF ALUMINUM BEING USED.
2. 6063 - ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICATION MARE STAMPED 1 -FT. FROM EAOR END OF BEAM. FOLLOWING
MARKS ARE APPROVED MARKS: son 6063 - T6, ME 63 - 16, max 6063 and OAa 6063 -16.
3. WHEN SCREE:: IS SPLT2'D TO PURLINS DEDUCT 5'B PROM MAXIMUI BEAN SPAN.
4 TBIUINESSES ARE 121 INCRES, YIELD STRESSES ARE 12 KSI.
55 P11151S P02'BUILDING PERMIT PURPOSES ARE VALID ONLY WHEN TAB ACTUAL PRINT IS SIONED BY TEE ENGINEER OVER MS IMPRESSED SEAL.
6. TRICKNESS OF .050" AND LESS ARE MINIMUM: GREATER TRICd MESSES NAVE TO LERANCE OP 3 .006 ".
AWMMA SCREEN
PANELS DEC.
2540 N.VL 38th COURT
MIAMI FLORIDA
TYPICAL SCREEN ENCLOSURE DETAILS
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS
MIAMI FLORIDA
D.A.
DRAWS:
6582
SHEE OF
Q
1 0 0'
- 17'0"
.3 •
LEGAL I._ OT 134 /4 BLOC'( /0/
441A/4/ 5HC •..SEC. a
>
SCRPkT h.NCLOSU'
for
,!011N1 L::
Gi NE, _?',/
by
ALUMA SC, ; EEN PANELS
2540 N. W. 3E Ct. MIAMI
2" x 2" X1/8" ANGLE
1/8 BENT PLATE
USED ONLY WITH
TYPE 6 COLUMNS
2" X 2" x 1/8" ANGLE
USE 3/16" X 2{1"
STAINLESS STEEL LAO
SCREWS
18" C.C.
A WMA SCREEN
PANELS VIC.
2540 N.W. 38th COURT
MIAMI
TYPICAL COLUMN CONNECTION ( "I BEAM1
AND ROOF CABLE CONNECTION ( "I" AND BOX)
FLORIDA
2 -3" RIVETS OR
THRUBOIITS
N. USE 2 x 2 x 1/8"
ANGLE WITS TYPE
O 3 & 4 COLUMNS
FACCIA,. OVERHANG. AND WALL
FASTENERS
TYPICAL INTERMEDIATE ROOF PANEL
CABLE IN A'BOX BEAM O
ICE. MIN.
TYPICAL COLUMN CONNECTION
pox BEAM
6 ° x6 "x
10/10 MESH
USE }" X 3-i" LAG SCREWS. USE • # 4 BAR
JORDAN 1020 SHIELD IN MASONARY. CONTINUOUS
TYPICAL FASCIA TO BEAM
COLNNECTION ( "I" AND BOX)
2" X 1/8'
CURED
EAM
TRAP FO
2400#
ALL EYEBOLTS
5/16 X 3}" SHANK
WELDED EYE MIN:
BREAKING STRENGTH
SEE COLUMN SECTION
FOR ANCHOR
DETAILS.
4° CONCRETE
8" X 8"
TURNDOWN
FOOTING WITH
"I" AND BOX BEAMS
TYPICAL FOOTING
2 NICROPRESS
OVAL CABLE
SLEEVES MIN.
3/3 CABLE
USE 18 -0
ALTERNATE CORNER CABLE DETAIL_ 8" CABLE USE
SEE MERRKS 5/ X 2}" LAG SCREW 18.5.m
COLUMN P. a
INTO JORDAN 1035 SHIELD
WITH WASHER u MSLE.
MIAMI
TYPICAL WALL CABLE CONNECTION TYPICAL COLUMN CONNECTION
4" x 1 3/4" x
1/8" CHANNEL 2- }" X 2}" LAG
}" THRUBOLT3 I SCREW IN JORDAN
SIM
1020 SHIELDS
2"
H
8'
°
11
COLUMN SECTION
,8" CABLE
8'
1 0'
11'
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS
FLORIDA
2°$ "4/8" ANGLE
" 1520
BREAKING STRESS _ 1800#
PROJECTIONS 8 OR
TYPICAL SCREEN ENCLOSURE DETAILS
DRAWN: GE & DS
DATE: JULY 196"
F
min I al 3
WALL CABLE SCHEDULE
BOX BEAM
TYPICAL CHAIR RAIL
TYPICAL INTERMEDIATE ROOF
PANEL CABLE (°I" BEAM)
CHAIR RAIL SECURED TO
COLUMN HY 2' #10 X 1}"
SML.
HER
TECO TYPE "B" CONNECTOR
8 EA. JOIST.
TECO TYPE B CONNECTOR
ALTERNATE FASCIA CONNECTION
1- � 4" x 1 -3/4
x LONO x
1 THICK
CHANNEL
10'
9
1 2
2
2
3
3
39
42
45
3/3
12'
6'
1
1
' 12' 15' 18' 21' 24' 27' 30'
1
2
2
1 2 2
2
2
2
3
3
33' 36'
4
9
12'
LE
1
1
1
1
1
2
2
2
2
2
2
2
2
3
3
2
3
2
3
3
SS REQUIRE 1 CABLE IN ROOF IN EACH DIRECTION
DESIGN CRITERIA: DESIGN TEST LOADS
ROOF WALLS 7.0 P8F 104 PSF FASTENERS: 3 x ULTIMATE
SIDE WALLS 13.0 19.5 STRENGTH
ALUMINUM BEAMS: MAX. DEFLECTION 8 DESIGN LOAD L/80
MIN. RECOVERY FROM TEST LOAD 80¢
EXPOSED FASTENERS SHALL BE NON ■MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY
2024-14. NON■EXPOSED FASTENERS MAY BE OF MAGNETIC STAINLESS STEEL. CABLE
SARDWEAR MAY BE H0?- DIPPED GALVANIZED STEEL.
ALL SCREWS UNLESS OTHERWISE NOTED ARE #I0 X }" STAINLESS STEEL SUS. ALL
HOLES UNLESS OTHERWISE NOTED ARE }" X 2}" ALUMINUM, CAP - HEADED HEX 122080IA'
OF ALLAY 2024 -14. ALL ANGLES UNLESS OTHERWISE NOTED ARE 2 x 1 L° X 1/8 ° . •
SCREEN ENCLOSURES WITH TWO OR MORE FREE- STANDING CORNERS REQUIRE WIND BRACE -
INO: WALL CABLES PEN_ SCHEDULE AND ROOF CABLES AS REQUIRED BY ENGINEER.
OOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN.
THE ADDITION OF SOLID ROOFING OR SIDING SHALL REQUIRE ENGINEERS APPROVAL.
LATCHES ON DOORS OF SWIMMING -POOL ENCLOSURES SHALL BE 66° ABOV2 THE MESH.
HOLD, SHALL BE SELF - LATCHING.• SELF- LOCKING AND MOUNTED ON SELF - CLOSING DOOR.
IT SHALL HE DETERMINED THAT THE EXISTING STRUCTURE CAN SAFELY SUPPORT TEE
LOADED SCREEN ENCLOSURE.
PRINTS FOR BUILDING PERMIT PURPOSES ARE VALID ONLY WHEN THE ACTUAL PRINT IS
SIGNED BY THE ENG OVER HIS IMPRESSED SEAL.
RIVETS ARE .250 f SELF EXPOSING. US 1690# IN SHEAR. SCREWS MAY HE USED IN
SHEAR.
__-
1 r ' i- «
4
to a Qa
E
4
6
VII
u
a
v--
'
.1
H
-..- 2
USE E ITBBIi
CLIP CONNECTION
T 2--
E'
J
1 E
— ia fa —
-
TYPE u
I I
I I H
T I I 1
11
I IT -
I I
II
4
4
1, 2
v In
H
I•
VIII,
E'
A
B
B
B
A
I
B
TYPE 18
TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
BEAM AND COLUMN SCHEDULE
IDENTIFICATION
DIMENSIONS
MAX. BEAU SPANS C.C.
MAX. COLUMN SPANS C.C.
HEMARE3 COLUMN
MARE
ALLOY
Y.S.
A
B
0
T1
T2
T3
T4
8 -0"
7 -0
61 -0°
51 -0°
81 -0°
71 -0°
6' -0°
5' -0"
1A
6063 -T5
16
1.00
2.00
.040
.040
SECONIARY
MEMBER
UEE
AT 0(RNERS
CNLY
USE AS OTHER RUN SECONDARY
18
6063 -T5
25
2.00
2.00
..040
.040
7 -0"
8 -0"
8' -0"
8' -0"
USE
AT C(RNERS
ONLY
MEMBER REZ.UIRES ENGINEERS APPROVAL
2A
6063 -16
25
4.00
2.00
1.oO
.064
.o64
.064
.067
14 -2"
14'- 10 "15'
-8"
16' -8"
11'- 3'11
= 10'12'
-2"
13' -1"
INRUBOLT3 20" 0.0.
ZB
6063-T6
25
6.00
2.00
1.00
.140
.062
.140
.067
22' -3"
23'-4"
24' -6"
26' -0"
BOTH 24" 0.0.
2c
6063 -T6
25
7.00
2.00
1.00
.200
.070
.200
.067
27'-0"
28
29'-8°
31'-6
SIDES ® 24" 0.0.
3A
6063-1
25
2.82
2.00
.065
.055
.065
11, - 9"
12,-
12
13'-8"
8'-9"
9'- 3'10' -1
11' -1°
( VINYL DRIVE CLEAT OR
38
6063 -T6
25
3.00
2.00
.050
.050
.050
10!.8"
11
11
12'4"_
8' -7"
9'•l 9'-7
la''
{ ( .023 ALUMINUM CLEAT
4A
6063 -16
25
4.00
2.00
.104
.050
14'-6"
15' -3"
16'-1" 17' -1"
11'-8"
121 -5" 13' -1"
14'-O"
#10 x }" sus ® 24° O.C. E. AC
4a
6063 -16
25
6.00
2.00
.180
.06)
22' -2'
23 -3'
24 -6" 26' -0"
DO AC
40
6063 -16
25
7.00
2.00
.280
.060
27'- 6 "28' -10"
30' -3' 32 -2"
DO AC
4D
6063 -16
25
7.00
2.00
.175
.23o
.060
.125
.07
3 -3" 31' -3"
33' -o" 35' -1"
DO s '
5A
6063 -16
25
3.00
4.00
3.00
.o88
.060
.080
15 -6" 16'-2'
17' -1" 18'-2"
0
5B
6065- 6
25
3.00
5.00
3.00
.094
.050
.094
18'-7° 19'-6"
20'-6" 21'-8
t s
its
5C
6063-T6
25
3.00
6.00
3.00
.094
.060
.094
21 ' - 5" 22 '-5"
2 3'-7" 2 5'- 1 "
c
5D
6063 -T6
25
3.
6.6
3.00
.1D0
.055
.100
23' -7" 2
26' -0" 27' -7°
to
52
6063 -16
25
3.20
6.65
3.20'
.106
.066
.098
23' = 11" 25' -0'+251
-10" 28' -0°
As
51
6063 -16
25
3.00
7.00
3.00
.125
.066
.125
25'-10''26' -11`
28 -5" 30' -2"
C
50
6063 -16
25
3.30
7.65
3.30
.115
.076
.098
27' -3' 28' -6'
30'- 0"31' -11"
AS
58
606 3-T 6
2 5
3.5o
7.7
3.
.110
.073
.100
27 -10" 29' -1"
30' -8" 32' -6"
Ac
52
606 3-T 6
25
4.00
8.00
4.00
.125
.070
.125
30' -7" 32'-1"
33'- 8 "35' -10"
0
5E
6063-T6
25
3.25
8.15
3.64
.116
.076
.106
29'- 6'30 -11'
32'_6" 3 4,_6"
AS
5L
6063 -16
25
3.
8.70
3.47
.120
.074
.1o8
31' -11" 33' -5'
35 37' -3"
AC
5M
6063 -16
25
4.19
9.85
4.19
.135
.096
.120
37 5 -
4o' - 43' -3"
FOE SPANS GREATER THAN AS
5N
6063 -16
25
4.50
10.00
4.00
.140
.096
.140
38 -7' 40' -3'
42' -6" 45' -
341 USE }° a 21" LAG SCREWS 0
5P
6063 -16
25
4.
10.10
3.75
.133
.084
.117
37' - 39' -3"
41'-3" 4 4 ' -0"
IN JORDAN 1.020 1813338 . AC
6s
6063 -T6
3o
4.00
2.00
.064
.064
.064
11, -11 12 -
1 3 1 -3" 14'_1"
8 -5"
8' -u' 914
10l_,"
GENERAL NOTES
u.
It/
1. CONTRACTOR MOST AT ALL TIMES, BE ABLE TO VERIFY ALLOY AND TEMPER OF ALUMINUM BEING USED.
2. 6063 -16 ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICATION MARY STAMPED 1 -FT. FROM EACH END OF BEAM. FOLLOWING
MARES ARE APPROVED MARES: BON 606 -16, ME 63 -16, JALEX 6063 -16, and GAE 6063 -T6.
3 . WHEN 1 20E SSES RE IN INCHES SCREE:: A IS SPTTNRD TO , YIELD PORLIN3 S DEDUCT S 56PR08 MAXDHUM BEAN SPAN.
1� TR33 ARE IN RSI
55 PRINTS FOR BUIIDINO PERMIT PURPOSES ARE VALID 003.3 WHEN TAE ACTUAL PRINT I3 SI0NED BY THE ENGINEER OVER HIS IMPRE: SED SEAL.
b. THICKNESS OF .050" AND LESS ARE MINIMUMI GREATER THI(ENESSES HAVE TOLERA OF 3 .006 ".
ALUMA , 4CRI EN
PANELS iNC.
2540 RN/ 3B COURT
MIAMI FLORIDA
k
TYPICAL SCREEN ENCLOSURE DETAIL
B.S.
CARR SMITH ®I ASSOCIATES
, ;
CONSULTING ENGINEERS
6582
MIAMI FLORIDA
SHEET 'Z OF
Legal
gna
Date:
** *
essee
�o o°
PERMIT APPLICATION FOR MIAMI SHORES VILLAGE
Description A'77> 5/1 -/aw S 5 7 ,O/ ( /� ta4
/
Job Address lD. /f / ` . iV 7 : f7' Tax Folio // - 45 - d
Owner's Address /,ti 4()%; 4 ? t � Phone - 75 - Z — c4 cr 1
Contracting Co. fire, "It , e / P - ® eVia Address 7 '1f &viz -sl��� �C (7
Qualifier ,ll 4 i e� 4 � i - g e Lg. (Z(04,01
State 1 17 W4 9 7 ) ? Municipal # Competency # Ins .Co. 644;1 - 4 oti kvr ,„.4
Architect /Engineer Address
Bonding Company Address
Mortgagor Address
Permit Type(circle one -. BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN
WORK DESCRIPTION
Square Ft. l o'/f c-� ( Estimated Cost(value)
WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO
SO 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).
Application is hereby made to obtain a permit to do work and installation as indicated above, and
on the attached addendum (if applicable). I certify that all work will be performed to meet the
standards of all laws regulating construction in this jurisdiction. I understand that separate
permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK.
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 co ` uction a oning. Furthermore, I
aut.. * *A• the ab a -named contractor to do the work stat
or Condo President
Notary as to Qviii R►�
� A O�YP i
�� . SCOTT W DAVIS
My Commies' M "
U!
as
* t OMMMSMN NUMBER
Q CC255237
7, t, ''m` c > MY COMMISSION EXP.
() %FN. 0 *• ''d. 26, 199 7k
Sent
FEES: PERMIT . 37 1 1 5 < 1 RADON
APPROVED:
, o 7 /Nq��,..t, 9 v
* * *
C.C.F.
Signature
Dat G
Fire
Zoning Buildin
Mechanical Plumbing
Master Permit # 39
Owner- Builder
Notary as to Cb nttiicto• Q6actlinitRI i ibr
O . / SCOTT W DAVI
" !y • COMMISSION
CC255237
pp - F j e , ir''' �� • MY COMMISSION EXP.
* * N * 0 . . 2 6 , 9 9 7
My Commission
NOTARY
TOTAL DUE L
Other
v Electrical
Engineering