HomeMy WebLinkAbout1108-0318-REVISION 8-8-12OFFICE USE ONLY: RECEIVED - l -1 - mI'0 0DATEFILED: PERMIT#
REVISION FEE: Tv- o77-- AUG -0ff-29FE21-11
Public Works - -
St. Lucie cou'ty, F- ni
iiR9PL0lPMG4-DE-VzEL 0PAUM-zSERYWES- BUILDING &
CODE REGULATION DIVISION ACOUNTY2300VIRGINIAAVENUEF
L 0 R I D A 772)
4624553 MD '
FRIMM-REVElONS APPLICATIONFORlUN16
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): *&
A-4 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 DoorHeight6'-
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 108-02and 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.sI4-
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"
652fl/- 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 condailsSupportingstructuralelements
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 ' ~ duringdoor
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 4UModels: 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 steelkifastenedtosectionwith
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, '