HomeMy WebLinkAboutRevisions; Change Garage DoorOFFICE USE ONLY: RECEIVED - l -1 - m
I'0 0
DATE FILED: PERMIT#
REVISION FEE: Tv- o77-- AUG -0ff-29FE21-11
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Public Works - -
St. Lucie cou'ty, F-
n
i ii R9
PL0lPMG4-DE-VzEL 0PAUM-zSERYWES-
BUILDING & CODE REGULATION DIVISION
-ACOUNTY 2300 VIRGINIA AVENUE
F L 0 R I D A
(772) 4624553
MD 'FRIMM-REVElONS
APPLICATION FOR lU
N16 INFORMATION"'
...........
1. LOCATION/SITE
ADDRESS: 2 q, I South- VIA SCA-1 QNSCE J6Vey
-
2. DETAILED DESCRIPTION OFPROJECT
REVISIONS: A*t
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #. CC, C IS- I Cq?00 ST. LUCIE COUNTY CER
BUSINESS NAME:
QUALI FIERS NAME: m C"r 3,-,
ADDRESS: 3,-,Lc)0 Us Hcm& 9,7 Fnc&'h Isfe '395:
CITY: . Sr-lbiryng STATE: _lc- ' ZIP: 3�,36-70
PHONE (DAYTIME): *&A4 31cf-eS-,57 FAX: k&C kf-7.�- 99v_2
4. OVAMUVBUILDER INFORMATION:
NAM:
ADDRESS:
crry: rorl- Pf--Irck- STATE: FL. ZIP:
-PHONE: 77,X-,Aol- j;a'A0 FAX.
5.
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS: '40 0. Cle rVL C_yos ls� rc
CITY: pc.Nm Bee -CAN. ST)
PHONE (DAYTIME): Slp I - 8,3
SLCCC: 9/23/09
Revised 04/26/2010
A PZ
FAX* S-C, K-A -i - q705
161 1(` p e crn� 3�-- 14 lto-7 - 00 G 7
BI
4 3
16'-0" (see notes for other widths) 4D
� �� 2
Onfional Standard Lites r-1 = 1 Intermediate ITmge on Fixture
■
1 1100
i �Zjj
:1 � 111
V
i�
4D
2
End Stile
3B
2
End Binge
Optional Larger Lites
(see window options)
lC
2
Flag
Bracket
1B
2
Track
Bracket
I107-060-2
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP ANCE
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL 13F MADE
Window Options (max daylight opening 39-38 x 12-1/2 ):
1/8" DSB
1/8" Polycadton"r"
1/4" Tempered Class
7/16" Insulated Class
7/16" Tempered Insulated Class
1/4" Lexan with Aluminum Frame
�4 /,v
y
H a
Door Height
6'-6" to 7-0"
4
4
3
7-6" to 8'-0"
5
5
4
T-3" to T
5
1 5
4
This, door has been evaluated in accordance with ASTM E 330-02 and ANSI/DASMA 108-02 and 108-05. — Per ASCE 7-10 as referenced by FBC 2010, 19-9" to IT-3" 7 7 6
Design Pressures (DP) typically meet or exceed the requirements for the following wind speeds. 7-2A' 42 12'-6" to 14'-0" 8 8 7
These wind speeds am for Thigh doors, taller openings typically withstand higherwind speeds. \S
5 9 9 8
Width
Desi Pressure
F-x osure "B"
osure "C"
Windows
Backer Plates
24'-06'
+10.1 112 (psh
106 h
90 (mph)
10
5
22'-00"
+12.5 -139
118 ra h
100 (mph)
10
4
20'-00"
+ 15.1 -16.8
130 h
110 (mph)
10
4
18'-02"
+ 18A / - 20.4
142 h)
120 (mph)
9
4
18'-00"
+ 18.7 - 202
144 h
121 (mph)
8
3
I7-00"
+19.8 s/ -22A(
147 h
124(m h)
8
3
16-06"
+20.9 sfl/ -232
151 h
128 m h)
8
3
16-00"
+222 sfl / - 24.7 f)
156 m h)
132 (mph)
8
3
15'-06"
9 -255( fl
158 ra h
133(m h
7
2t22.s
I4-00"
+25.4
7
2
13'-00"
+273 s -30.4
171 (mph)
145 (mph)
6
2
12'-00"
+29.6 / - 329. (
177 (mph)
150 (mph)
6
2
ll'-00"
+33.9 s/ -3M
190 (mph)
161 (mph)
5
2
10'-06"
+37.2 -422
199 m h _._
_168 m h
5_ _
2
10'_OOj
t+_Aral[ - ..T C4b:6i(` t
49209I ra liBye
%1761fm h*
F -950 x
" ,^.4 2ry : KSg
09'-06"
+455 / -51-6
219 h
185 (mph)
4
2
09'-00"
+50.7( fl -575
231 h)
195 (mph
4
1
OT-00"
+ 57.0 - 64.7
244 m h
206 m
4
1
OT-00"
+652 fl/- 73.9
258 ra h
218 m
3
1
06'-06"
+702 / -79.6
267(mph)225
m h)
3
1
06'-00"
+76.1( -86.3
276 h
233 ra h
3
i
must oe reaucea oy me muo or wraarg squares ror a aoor wracr wan vuo snvwn.
may be increased by the simple ratio of widths for a door narrower than one shown.
Strut Attachment Strut Bottom Fixture
14-3 to 1 -9
16-0" to 17-6"
10
10
9
17-9" to 19'-3"
11
11
10
L19'-0" to 20'-0"
12
12
1 11
'•_
'hack bracket quantities shown are faruse with
= -� �-
�a'9: -
graft 2orbetter spmce-pine-Hr(SPF)or southern
.:=pv Jqa.,.-�. _ ..�
.. _�
pine jambs
= t. g �'
stmcd Min et;
In ons con d ails
Supporting structural elements to be designed
` b '¢ -
for doors upto2 —0 high. These we required in
by registered professional engineer for
-_` ^ 3
addition to this drawing for installation. Always
specified wind loads. If door is not
_
_ 1 F3a 1 .: r` '=� use supplemental instructions in addition to this
electrically operated, a lock must be installed.-
_ •. - -drawing
cr • _ `
ec ' ~
during door installation.
Maximum door height: 20'-0"
' . = " '-
�a®o�eOl7O
3
nts
Maximum section height 21"
- :�
= 's"c" i as ' tea .�,;:rb 'r
Z - � . -c„ �Y r �';,. ::�
Z22 2012
�j�"/%��j
FLu 5o 4U
, ��"-. �` =
Models: 221X, 228X, 42IX, 428X,
521X,528X,591X,598X
u u uyrZ{
156 Expostre's
Professional Engineer's seal provided
John E. S'cates, l�.El
16'-0" wide, mph
only for verification of windload
3121 Frigate Drive
See notes for other widths and wind speeds
construction details
Carrollton, Texas 75W7
C Ii.L Drawing: FL4-16-02310
Florida P.E. # 51737
na oP 1 r f I
Strut (if applicable) not shown for clarity.
(.059) galvanized steel top
fixture. Each fixture attached
with four 1/4" x 3/4" screws.
push nut
(M4) end stile
manufactured by CIU
(.109) galvanized steel top
fixture. Each fixture attached
with two 1/4" x 3/4" screws.
push nut
\Q1 (.034) end stile
manufactured by CJU
5ptional low head room top bracket o
2" (max. for .069 thick)
4" (max. for .109 thick)
Details on some views may have been omitted for clarity.
The vertical wood jamb fasteners may be counter sunk to provide a flat mounting surface.
See jamb attachment details for more information about attaching jambs to structure.
2" x 7116" (nominal) stop molding to be secured with
minimum 8d nail or 2-1/2" long screw on 8" spacing.
Stop molding not required when door is more than 1" wider than opening.
nominal (.0155) galvanized steel minimum
(.023) backer plate 2" (min) x .045 (min)
at each hinge location. galvanized steel track
End Hinge
q galvanized steel fastened
Uto section with
six 1/4" x 3/4" screws.
Push nut
2 3/4'
nominal fd 2" (min.) 3-1/2" (min.) stem
10 (min.) ball roller
with nylon or steel tread,
Oo
(.102) galvanized steel bottom
bracket manufactured by CRL
Each bracket attached with four
red 1/4" x 3X' screws.
push nut L
Vinyl
weatherstrip Aluminum extrusion
(.086) galvanized ste,
flag bracket fastened i
wood jamb with thrc
5116" x 1-5/8" wood It
screw
Flag bracket attached
to horizontal track
with two 1/4" x 5/8"
track bolts and nuts.
Flag bracket attached to
vertical track with two 1/4"
x 5/8" track bolts and nuts.
Or two 1/4" x 11/32" rivets.
(.102) galvanized steel track
bracket fastened to wood jamb
with one 5/16" x 1-5/8" wood
lag screw per bracket °
°
Each track bracket attached with
one 1/4" x 518" track bolt and nut
Or two 1/4" x 11/32" rivets17/8
1/7
ID (.051) 50 ksi galvanized steel `.°;Y•'�°� (a
3" strut attached with two 1/4" x 3/4" '' •= - t�
screws per stile or hinge plate.
push nut
(.109) galvanized steel bottom bracket
manufactured by CJU Each bracket attached
with four red 1/4" x 3M' screws.
Optional low head room bottom bracket
Intermediate Hinge
(.058) galvanized steel
ki
fastened to section with
four 1/4" x 3/4" screws.
2 3/4"
dtej=—I-"- 2-22-2012
221X,228X,421X,428X,
521X, 528X. 591X. 598X
7ohn & Scares; P �' 16-0" wide, 156 mph Exposure "B"
Professional Engineer's seal provided 3121 Fairgate Drive See notes for other widths and wind speeds
only for verification of windload
construction details Carrollton, Texas 75007 C.H.L Drawing. FZ4-16-M310
Florida P.E. # 51731 nape 2 of, '