265 NE 92 St.
EXTRUSION _THICKNESS:
aZ
v�
•
L •055
" _
CO
EXTRUSIONS
-
ARE .040"
"+
41N+
1I
K
G
2"
..
2"
1"
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}"
STAINLESS STEEL LAG
SCREW3
a4 C.C.
EXTRUSION
THXCKNESS:
.040" MIN.
TYPICAL COLUMN CONNECTION
AND ROOF CABLE CONNECTION
FACSIA 1 8"
FACSIA,. OVERHANG, AND WALL
FASTENERS
IEYLOCK PAVE AND
CORHHR DETAIL
2 -1" RIVETS OR
THRUBOLTS
USE 2 X 2 X 1/8"
ANGLE WITH TYPE
O 3 & 4 COLUMNS
A
TYPICAL COLUMN CONNECTION
BOX BEAM
( "I" BEAM1
( "I" AND BOX1
THICK, MIN.
W BOLT
o1RAP FU
TYPICAL INTERMEDIATE ROOF PANEL
CABLE IN A BOX BEAM
.023" B. F. GOODRICH VINYL OEON #8700A
W/MIN. MECH. PROP. AS GUARANTEED HY B. F.
y GOODRICH OR EQUIVALENT.
ALTERNATE RAVE AND
CORNER DETAIL
ALL EYEBOLTS
5/16" X 3}" SHANK
WELDED EYE, MIN.
BREAKING STRENGTH
2400#
338 AL L.
ATE CORNER CABLE DETAI
COLUMN P. a
SEE COLUMN SECTION
FOR ANCHOR
DETAILS.
4" CONCRETE SLAB
8" x 8"
TURNDOWN
FOOTING WITH
6" x 6" x
10/10 MESH
ONE t" X 3A" LAG SCREW EA. SIDE. # 4 BAR
FOR BEAMS_,," & LARGER USN 2 LAGS CONTINUOUS
EA. SIDE. IN CONC. USE JORDAN 1020
SHEILDS.
TYPICAL FASCIA TO BEAM
CONNECTION ( "I" AND BOX)
2' x 2° x
380023
4" x 1 3/4" x
1/8" CHANNEL
}" THRUBOLTS
40111 "x2 "x1/8" ANGLE
V6 " LONG
•
TYPICAL WALL CABLE CONNECTION
"I" AND BOX BEAMS
2 NICEOPRESS
,OVAL CABLE
, SLEEVES MIN.
O
J U 1 S � E2 18-2 - 0
5/16" X 2}" LAG SCREW I -3 CABLE USE
INTO JORDAN 1035 SHIELD
WITH WASHER MBLE.
2 in X 2}° LAO
II SCREW IN JORDAN
1020 SHIELDS
ii1 _�
8'
10'
11'
12'
TYPICAL FOOTING
Li
COLUMN SECTION
H
6'
9'
1
1
12'
1
1
2
2
15'
1
2
2
18'
2
21'
2
2
1/8" CABLE BREAKING STRESS a 1800#
8'
9'
10'
11'
12'
TYPICAL COLUMN CONNECTION
BOX BEAM
2
2
TYPICAL CHAIR RAIL
TYPICAL INTERMEDIATE ROOF
PANEL CARIB ( "I" BEAM)
WALL CABLE SCHEDULE
/32" CABLE BREAKING STRESS -1200% PROJECTION
241 27'
3
30'
`J'
4-#10 x }■ s8s
1" x 3" x 2 "x 1/16"
COLUMN COVER
TECO TYPE "B" CONNECTOR
EA. JOIST.
TECO TYPE B CONNECTOR
ALTERNATE FASCIA CONNECTION
33'
36'
42'
39
Ih`
1
1
1
1
1
2
2
2
1
2
2
2
2
1
2
3
3
2
3
3
3
PROJECTIONS B' OR SS REQUIRE CABLE IN ROOF IN EACH DIRECTION
1 -344" x 1 -3/4`
x 3 LONG x '
1/8" TH ICa
CHANNEL
45'
2
i
DESIGN CRITERIA: DESIGN TEST LOADS
ROOF WALLS 7.0 P3F 10:5 P3F FASTENERS: 3 X ULTIMATE
SIDE WALLS 13.0 19.5 STRENGTH
ALUMINUM BEAMS: MAX. DEFLECTION ID DESIGN LOAD L/80
MIN. RECOVERY FROM TEST LOAD 80¢
EXPOSED FASTENERS SHALE BE NON - MAGNETIC STAINLESS STEEL OR ALUMINUM ALLOY
2024 -T4. NON - EXPOSED FASTENERS MAY BE OF MAGNETIC STAINLESS STEEL. CABLE
HARDWEAR MAY BE HOT -DIPPED GALVANIZED STEEL.
ALL SCREWS UNLESS OTHERWISE NOTED ARE #10 X }" STAINLESS STEEL 3M3. ALL
BOLTS UNLESS OTHERWISE NOTED ARE}" X 211" ALUMINUM, CAP - BEADED HEX THRUBOLT:
OF ALLOY 2024 -34. ALL ANGLES UNLESS OTHERWISE NOTED ARE 2" x 2 X 1/8 ° .
SCREEN ENCLOSURES WITH TWO OR MORE FREE- STANDING CORNERS REQUIRE WIND BRACE -
180: WALL CABLES PER SCHEDULE AND ROOF CABLES AS REQUIRED BY ENGINEER.
ROOF AND SIDES SHALL BE COVERED WITH SCREEN MATERIAL 60% OR GREATER OPEN,
IRE ADDITION OF SOLID ROOFING OR SIDING SHALL REQUIRE ENGINEERS APPROVAL.
LATCHES ON DOORS OF SWIMMING -POOL ENCLOSURES SHALL BE 66" ABOVE THE THRESH -
HOLD, SHALL BE SELF - LATCHING,' SELF- LOCKING AND MOUNTED ON SELF ammo DOCK.
IT SHALL BE DETERMINED THAT THE EXISTING STRUCTURE CAN SAFELY SUPPORT THE
LOADED SCREEN ENCLOSURE.
PRINTS FOR BUILDING PERMIT PURPOSES ARE VALID ONLY WHEN THE ACTUAL PRINT IS
SIGNED BY THE ENGINEER OVER HIS IMPRESSED SEAL.
RIVETS ARE .250" f 3ELF EXPANDING US 1690# IN SHEAR. SCREWS MAY BE USED IN
SHEAR. TOP FLANGE AND WEBB OF BEAMS NOT TO BE CUT MORE THAN 4 FROM FASCIA
WHEN GUTTERS ARE INSTALLED.
ALUMA SCREEN
PANELS, INC.
-2540 N.W. 38th COURT
MIAMI FLORIDA
TYPICAL SCREEN ENCLOSURE DETAILS
CARR SMITH & ASSOCIATES
CONSULTING ENGINEERS
MIAMI
FLORIDA
DRAWN: OK & DS
DATE:
JULY 196!
r ar
SHEET 1 OF 3
REVISED 10/18 /65 RAVE & CORNER 03.38218
C
E'
1 1 -
4
e
N
F
TYPE lA
T 4-41...
1.
�1
�—sa 4a
1 / � H E
- I I k
II ''
II F
T.4...H
t -
II
-....L, J
)i2
L
F
T2��.
M
a.
ry
^ N
sa 4a
4
T2
,
F
--
USE
' CLIP
ZJ"
T2 �
EITHHR
CONNECTION
M
1
8
B
as"
B
A l
B
TYPE 1B
TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6
BEAM AND COLUMN SCHEDULE
IDEIITIFICATION
DIMENSIONS
MAX. BEAN SPANS C.C.
MAX. COLUMN SPANS C.C.
REMARKS COLUMN
MARK
ALLOY
Y.S.
A
B
C
11
T2
T3
14
8'-0"
7' -0"
6' - 0"
5' -0"
8'
7' -0"
6'
5' -0"
lA
6063 -T5
16
1.00
2.00
.040
.040
SECOl1EARY
1.100010
USE
AT CCNERS
OILY
USE AS OTHER TiA11 SECONDARY
15
6063 -T5
25
2.00
2.00
.040
.040
7' -0" 8' -
8' - o"
8' -0"
USE
AT CC110.2S
C1ILY
TENDER RE ^UIRES 1NGIICi23 APPROVAL
2A
6063 -T6
25
4.00
2.00
1.00
.064
.064
..064
.067
14' -2" 14'- 10'15'
-8"
16' - 8"
11' 3'11' 10'12'
- 2"
13' - 1"
T1HIUBOLTS 20" o.c.
2B
6063 - 16
25
6.00
2.00
1.00
.140
.062
.140
.067
22' -3" 23' -
24' -6"
6' - o"
Bata 24" o.c.
2C
6063 -16
25
7.00
2.00
1.00
.200
.070
.200
.067
27' -0" 28' -4"
29' -8"
1'-6"
SIDES ® 24" o.c.
3A
6063 -16
25
2.82
2.00
.065
.055
.065
11' -9" 12' -3"
12' -11'
13' -8"
8' - 9" 9' 3'10' - 1"
11' -1"
VINYL DRIVE CLEAT OR
30
6063 -16
25
3.00
2.00
.050
.050
.050
101-8" 11' -2"
11' -9"
32'-6"
8 ' -7" 9' -1 9' - 7"
1 o'"' 2 "
.023 ALUMINUM CLEAT
4A
6063 -16
25
4.00
2.00
.104
.050
14' -6" 15' -
16' - 1"
17' - 1"
11'-8" 12'-5" 13'-1"
1 4'-O"
#10 a }" SMS @ 24" 0.C. EA. AC
4B
6063 -76
25
6.00
2.00
.180
.060
22' -2" 23' -3"
24' -6'
26' -0"
DO AC
4c
6063 -T6
25
7.00
2.00
.230
.060
27'- 6'28' -10"
30'-3'
3
DO no
4D
6063 - T6
25
7.00
2.00
.175
.22o
..06o
.125
.078
3 31' - 3"
33' - o"
35' - 1"
Do 1L
5A
6063 - 16
25
3.00
4.00
3.00
.088
.060
.080
15' - 16' -2'
17' -1'
18' -2"
c
5s
6063 -16
25
3.00
5.00
3.00
.094
.050
.094
18' -7" 19' -6'
20' -6"
21' -8"
ill
5c
6063 -16
25
3.00
6.00
3.00
.094
.060
.094
2 1' - 5" 22 ' - 5'
2 3'-7'
2 5' -1"
c
5D
'6063 - T6
25
3.2
6.6
3.00
.100
.055
.100
23' - 7" 24' -
26'
27' - 7"
x
52
6063 - 16
25
3.20
6.65
3.20
.106
.066
.098
23' - 11" 25' 0 "25'
- 10'
28' - o"
As
5F
6063 - 16
25
3.00
7.00
3.00
.125
.066
.125
25' 10'26' - 11'
28
30' - 2"
C
50
6063 46
25
3.30
7.65
3.30
.115
.076
.098
27' -3' 28' -6'
30' -0'
1' -11"
AS
5H
6063 -T6
25
3.50
7.7
3.20
.110
.073
.100
27' -10' 29' -1"
30' - 8'
32' - 6"
AC
52
6063 - 16
25
4.00
8.00
4.00
.125
.070
.125
30' -7' 3 - 1"
33' - 8 '
' - 10"
G
50
6063 -T6
25
3.25
8.15
3.64
.116
.076
.106
29'- 6'30' -11'
32' -6'
34' - 6"
AS
5L
6063
25
3.
8 .7 0
3.47
.120
.074
.108
31' -11' 33'
35' - 1'
37' - 3"
AC
55
6063 -T6
25
4.
9.
4.
.
.096
.120
37' - 0' 38' - 8'
4o' - 8'
43' - 3"
SPANS GREATER THAN AS
5N
6063-16
25
4.5
10.00
4.00
.140
.096
.140
38' - 7' 4 - 3'
4 - 6'
45' -2 "
C FOR
34' USE y" X 2}" LAG SCREWS C
5P
6063 -T6
25
4.
10.10
3.75
.133
.084
.117
37' 39' - 3'
41' - 3'
44' -0"
IN JORDAN 1020 SHIELDS. AC
6A
6063 -16
30
4.
2.00
.064
.064
.064
11' -11' 12' -7'
13' - 3'
14' - 1"
8' - 5" 8' - 11 9' - 8"
10' -7"
CEN22AL NOTES
1. CONTRACTOR MUST AT ALL TIMES, BE ABLE TO VERIFY ALLOY AND Tn:PER OF ALUMINUM BEING USED.
2. 6063 - ALUMINUM ALLOY BEAMS WILL BEAR EXTRUDERS IDENTIFICATTON !:Any. STA:FED 1 -Ft. FR00 EACH END OF BEAM. FOLLO":ING
MARKS ARE APPROVED MARKS: BON 606 -16, 1T 63 -T6 JALEX 6063 -16, and GAR 6063 -T6.
j 02214 SCREEN I3 SP0.TN*'D T PURLINS DEDUCTS FRO11 MAX L .A. 3! 'AN.
4. THDDYNESSES ARE 1TI INCHE YIELD S ARE I1t KSI.
9 PRINTS
ICNE FOR BUILDING PERMTT PURPOSES ARE VALID UNLY ".11:11 8101 ACTUAL Ii;T I 'I0:0.0 BY i ENGIN LA OVER HIS I1.1021151D SEAL.
6.. TSK SS OF .050" A1ID LESS ARE 1.11JI1:U ".:; GREATER T':ICC� 2ES HAVE TC GCE S J OF = .006' . "L
AWMMA SCREEN
PANELS ONC.
2540 N.W. 38th COURT
MIAMI. FLORIDA
TYPICAL SCREEN ENCLOSURE DETAILS
CARR SMITH 81 ASSOCIATES
CONSULTING ENGINEERS
MIAMI FLORIDA
DRAWN. n 5
,JULY 196
6582
SHEET 2 OF 3
ITEMS NAME CONTRACTORS & SUPPLIERS
NAME & ADDRESS
1. Architectural
a4 d 0.(526/
2. As.halt walks drives etc.
3. Cabinets - Bath Vanit '
'' 4 E"e W o o _
. Cabinets = Kitchen
5. Cabinets - Medicine ,
,
6. Cabinets - Unit Closet
7. Cleanin:
8. Clearin: Site
9. Concrete - Foundation, Slabs. Beams +
+4 MO •'
10. Concrete Walks drives. etc.
11. Contractors Fee
12. Electric Fixtures W
WAY ' . •,'2. Ada ES
13. Electric Wirin• _
____
14. E.ui.ment Rental
15. Excavation
16. Fill for Sl ^a
17 Floors = Finish wood & kitchen
18 Floors - Terrazzo Z
ZEMEOSMIENIIMIMMEMININIM
19. Gara:e Doors l
ls4 hiAdFoa ►0 • -
20. Glass. Slidin: Doors
21. Hardware -- Finish l
lutrffliwzn
22. Hardware Rou:h .
..- w
23. Heatin 1
1111,11Wril
24. Insurance Liabilit come. bond
_ s INS
25. Labor m Pa oll _
6. Labor Contract
27. Labor - Contract
28. Landsca in . Fill. Gradin: 1
1111F�
29. Lath. Plaster. Stucco /
/� ;
30. Lumber All �
�; �
31." Masonr Labor a
allrienli
32. Masonr Materials , Block ;
; I E E _ % , S
33. Millwork I
IIIIIIIIINEIIMOMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
34. Miscellaneous
35. Ornamental Iron Work
36. Oven & Plate - Built -in i
innigill •• •.
37. Overhead ,
,
38. Paintin: _
_
39. Permits. Tem.orar Power
_ _
40. Pi1in_ Foundation
41. Plumbin. Com.lete M
Me a ;; , - r
42. Pool - Swimmin: .
43. Roofing & Sheet Metal Work
44 Roof Trusses - Pre - fab.. 11111r 4
4.3 e U6S
45. Screen Enclosures
WAIFAIINy -
- - - -- - . -
46. Se.tic Tank or Sewera:e M
47. Shower or Tub Enclosures i
48. Steel - Reinforcin: & strl.
49. Su. envision 4
4.L . •
50. Surve s 1
1 kft/E
51. Tile & Marble IIIIMMIMMIIMMMIIMMERIM
52. Water - Public
53. Water - Well & him.
54. Windows - Glazin; & Screens M
MEW q-i.- c G &- kip ,v
55. Window Frames - Concrete ,
, E 4'
F. ens an M us Accompany this Application for Final Inspection
BUILDERI 9 C
SIGNED
CONTRACTOR
MMMIAMI SHORES VILLAGE
APPLICATION FOR FINAL INSPECTION
DAY LABOR CONTRACT DATE
19
INSPECTIONS
DATE
BY
INSPECTIONS
DATE
BY
FOUNDATION
ROUGHING '
��
ROOF
H. W. HEATER CONN.
BEAMS & LINTELS
SEPTIC TANK N. //F}oE
6♦
POOL
`7 C. T�: P -
- ).
FRAMING
$
SEWER
AIR COND.
I
FINAL
FIXTURES
$
CLEAN UP
SEPTIC TANK
I $
SLAB
$
GAS
SOLAR HEATER
SLAB
I
$
SPECIALS PERMITS
DATE
PERMIT NO.
DATE
FEE
TEMPORARY SERVICE
ROUGHING '
��
I
H. W. HEATER CONN.
$
SEPTIC TANK N. //F}oE
6♦
.�
`7 C. T�: P -
- ).
� v l
$
SEWER
SEWER
I
$
FIXTURES
$
SOLAR HEATER
SEPTIC TANK
I $
I
$
GAS
SOLAR HEATER
FIXTURES & FINAL
I
$
FIXTURES
INSPECTIONS
DATE
BY
RE- INSPECT
BY
RE - INSPECT
BY
ROUGHING '
��
I $
H. W. HEATER CONN.
ROUGHING
TUB & TOP OUT
RANGE CONN.
H. W. HEATER CONN
I $
MOTORS
SEWER
$
FIXTURES
SEPTIC TANK
I $
I S
SOLAR HEATER
FIXTURES & FINAL
FIXTURES
GAS
SPECIAL PERMITS
PERMIT NO.
BY
DATE
FEE
TEMPORARY SERVICE
IL 2 i f;\ C,f,,, 117
P
��
I $
H. W. HEATER CONN.
ROUGHING
I $
RANGE CONN.
H. W. HEATER CONN
I $
MOTORS
$
FIXTURES
I $
I S
INSPECTIONS
DATE
BY
RE - INSPECT
BY
RE- INSPECT BY
TEMP SERVICE
ROUGHING
H. W. HEATER CONN
RANGE CONN.
FIXTURES & FINAL
cp
CJ
C
al
6
CONTRACTOR 12c, Q ,+- C- .
PERMIT NO. 87 1 DATE I° C
1 ALTERATION I ADDITION
NEW BLDG.
CONTRACTOR L=am I U -
PERMIT NO. f V 1 DATE Cts
1 ALTERATION I ADDITION
NEW BLDG.
BUILDING INSPECTIONS
PLUMBING PERMITS & INSPECTIONS
ELECTRICAL PERMITS & INSPECTIONS
APPROVAL TO POWER CO. FOR SERVICE DATE
up X 4401 — 1.a/ Co
PHONE
a t3�
FEE $
REPAIRS
PHONE
FEE $ mil
REPAIRS
BY
OWNER'S NAME
CA .U4E CC4 EVE �.
,' PRESENT ADDRESS
ta070 4.t- .A..►:, ko�
LOT .j BLOCK
O0
r 4 E 7 of 1 1` 2 . 1 .
.
M► ch.
LICENSE NO.
SUBDIVISION
v � Lev e,%
PHONE NO.
dr
,dam, '
JOB LOCATION (ST. OR AVE.) p
1v e ►E. / 0. . 9 +� c'T. .
GENERAL CONTRACTOR
4 tZ. r`.. Co v y
ADDRESS
1 Co 0 14. . 1 97 -e� Sr
PHONE NO.
LICENSE NO.
v eos"o 9
Qs �
83
BUILDING PERMIT NO. i
DATE 1. 1 G 1- 4.1
PERMIT FEE $ (
+ BUILDER'S BOND
/
NO. "" 7 ® DATE I ° i A
ZONE 1 REQUIREMENTS Cad® CU. FT.
PLAN CUBE `4 Ito ® CU. FT.
EST. COST $ t5., o o
DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY:w• • �r� try'
AA�`` • �` � � `"
1-' p- (d9
I lb-
NEW CONSTRUCTION
TYPE
C.1;a=30
STORIES
®.,
ROOF CONSTRUCTION
T's 1
INTERIOR CONSTRUCTION l
4 8 a._ 3 'Za94,4 k 2 t s –
REPAIRS
DESCRIPTION
Tar r6. -Lg® f(-m®rs, p,a.$ - mor e l I. ,ls. k c..e_1 -
-
DESCRIPTION
ALTERATION
L>II)0
Cc ee 1 ^9
ADDITION • �A1.% ®. ,+ T,. . - 1 L (Ttk ∎ .
SUBMITTED TO PLANNING BOARD
APPROVED
^ -Bt4 " A 4-e
REJECTED
-cL 11,
REFERRED TO COUNCIL
r (- - - ( p (t_
�r. RE NS
, On C , -C C' -
RE- SUBMITTED TO PLANNING BOARD
SUBMITTED TO VILLAGE COUNCIL
REMARKS
CERTIFICATE OF OCCUPANCY NO. 11 4
ISSUED
BY r
TO C4 7t4 4A id E C12- 0eLo 14
BUILDING PERMIT AND INSPECTION RECORD —MIAMI SHORES VILLAGE