HomeMy WebLinkAboutSUBMITTED PAPERSMa
1.
2.
Permit Number:
SC ANN6D
St. LuBy
cie Colnt
APPLICATION FOR REPLACEMENT OF y
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS I�
SEE REVERSE SIDE FOR INSTRUCTIONS DATE:
LOCATIONISITE ADDRESS:
PARCEL ID NUMBER: tcp1 "- 6 , om — 7? A
St. Lucie County
Building & Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
772-462-1553
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: "��eQQ MQ i k+ I �'
4. TYPE OF STRUCTURE: SI
5. OWNERS INFORMATION
Name:+
Address: f�� A i"� �i P_ Al
City: 0P0y4S-1-LQC-1If State: l
Zip: 34'1-5� Phone: 250-P -OI-f.S
MOBILE HOME OTHER
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
Business Name: 7FEPsurp Con 54iSReAQ'ia S,
Colo sw 6; J hwrl-t
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
Model #
Method of Attachment #
Florida Product Approval #
PP
120 mph
1130 mph
1140 mph
Windows &-Skylights -
Exposure B
Exposure C
Overhead Garage Doors
< 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2)
B-size
RI',
pC-
Size
7. VALUE OF CONSTRUCTION: $ v FEES DUE:
RECEIPT:
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating construction an zo ing
'f -)Cxq-)�- C 1" cmn
PRINT QUALILIF`IERS/0 RS NAME SIGNATURE OF Q LIFIER/OWNER
STATE OF FLORIDA, COUNTY OF _LA )C\ 1 _
ACKNOWLEDGED BEFORE ME THIS' DAY OF I —QQ,, 20_iP,, BY WHO IS PERSONALLY KNOWN TO ME OR WHO
HAS PRODUCED I AS IDENTIFICATION.
. A QXr`C1�)95_ �C'�Z
SIGNATURE O OTARY TYPE OR PRINT NAME NOTARY
TITLE: NOTARY PUBLIC COMMISSION NUMBER
TERESA MUNSON
MY COMMISSION # DD 993073
EXPIRES: May 18, 2014
Bonded Thru Notary Public Underwriters
ST. LUCIE COUNTY Vinyl Siding
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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
[]Attach 2 copies of the NOA or Florida approval with details to the product being used.
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of
structural alteration. Building activities involving structural alteration,., in addition to the replacement of Windows, Skylights, Doors &
Overhead doors, must be permitted through the regular building permit review process: The information to be provided with this application
includes:
1. LOCATION/SITE ADDRESS: ..............................................
2. PARCEL ID NUMBER: .......................................................
Indicate the street address, or general location, of the property on
which the building activity is'taking place.
Indicate the Property Tax Identification Number for the property on
which the building activity is taking place.
3. DESCRIPTION OF, PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which
the product is to be installed.
5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and St. Lucie County
contractors registration numbers, and the name of the business doing
the work.
6. VALUE OF CONSTRUCTION: ...........................................
Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the amount of permitting fees to be assessed. St. Lucie
County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to the St. Lucie County Building and,Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no
later 4:30 P.M. each. business day. No applications will be accepted for processing after. 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday.
Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
may be made by calling (772) 462-1261.
SLCCDV FORM NO: 006-05
J
Field Surveyat
Customer:
Phone: 1W - ( J C(s
Owner. _ _ _ -
Phone. -
Address: °�(�WpFax:
1! ,
Cell:
W x H
MFG
Model
Zone
Exp.
Design P.S.F
Test P.S.F
X
-,�
�
Y/O
L
&
X
Wall Construction
Vertical Jambs
Header
Spring Pad
CMU / ood / Other
c` 15(_ (p
Required Anchors
J# d('
Below
rWood Jamb Attachment To Structure \
1 ) For attachment of jambs to cast in place concrete, Use 3/8" x 5". Install bolts a maximum
of 6" from each end -and at 24" on center. Anchors must have a minimum of 2-1/2" embedment into concrete.
(# 2 ) For attachment to hollow block, use 1/4" diameter tapcon anchors. Install a pair of anchors a
maximum of 6" from each end and a pair at 12" on center. The pair of anchors should be approximately
3" center to center. Anchors must have a minimum of 1-1/4" embednt into hollow block.
s ( # 3) Attach tracks to wood frame wit " x "litional track brackets as required)
to secure thru existing " x " jamb with minimum of 1 1/2" embedment into existing stud wall.
WOOD FLOOR PLAN CMU
Existing INTERIOR 7W7a
Wa
I %
STRUCTURAL DESIGN
TABLE 1609.6(1)
GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WIFTH
-A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf)
EFFECTIVE WIND AREA Basic WInd Speed V (mph - 3 secondgust)
WICTn Height
- n)- - (h) - 85 90 120J-130-1 150 -- -
- Roof An le 0 - 10 de reel
0 -
-105 119 i 11.7 •13.3
14.5 -16.4
17.5 -19.9
20.9 -23.6
24.5 -27.7 i 28.4 32.2 32.6 }69
10 i -11 4 11.4 -12.7
I 14.0 -15.7
17.0 -19.0
20.2 .22.7
23.7 •26.6 27.5 -30.8 31.6 35^4
0.0 10 7 10.8 12.0
13. 14.8
16.1 -17.9
19.2 -21.4
22.5 -25.1 26.1 -29.1 30.0 •33 4
- -. -_ Roof An le > 10
q X 7�j I I a
10 9
---
12 9 I 12.8 -14.5
15.8 .17.9
19.1 .21.6
22.8 25.8
26.7 30.2 31.0 35.1 35.6 40 2
122 12.3 13_7
15.2 :16.9
18.3 20.4
21.8 24.3
125.6-28.5,=39 I 330
�a
')I ; Squarc fool = 0 929 mr• I mph - 0.447 m/s, I psf - 47.98 N/mt --"--• -
F;,r cticccii.c areas or wind speeds bc'rween those given above the load may be interpolated, otherwise use the load,associated with the lower effective area
30:c . arucs shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table 1609.6(2).
an m-nus iigns signify pressures acting toward and aw;.} from the building surfaces.
c pressures assume door has 2 feet of width in building's end zone.
TABLE 1609.6(2)
ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (.k)
MEAN ROOF HEIGHT EXPOSURE
C
••5r-hc�"`" D
1.21 1.47
-- 20 -- 1.00 - 1.29 1.55
1.00
-- -- 1.35 1.61
-- - � 0 -- -- - 1=0O _ 1.40 t 1.66
1.05 1.45 1.70
- -._.40 1.09._.. 1.49 1.74
- 45 -...._� 1.12 1.53 1.78
50
.. - � --- ---•-- 1.16 1.56 i 1.81
1.19 1.59 �- 1.84
_ _... 60
1.22 - 1.62 1.87
Jr Si fool = 304.8 mm.
table values shall be adjusted for other exposures and freights by multiplying by the above coefficients.
18
2007 FLORIDA BUILDING CODE -BUILDING
MI®�� MIAMI-DADE COUNTY, FLORIDA
METRO-DADE FL• AGLER BUILDING
BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603
PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563
_ (305) 375-2901 FAX (305) 372-6339
NOTICE OF ACCEPTANCE ()XOA) www.miamidade.eov/buildinecode
DAB Door Company, Inc.
12195 NW 98" Avenue
Hialeah Gardens, FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division
and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas
where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Division that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION:-lAW-2"Wid� HighSteel-Sectional_Garage-Door_w/ Window L-ite-Option.�'-,-)
APPROVAL DOCU1ViENTi: rawingNo._02-21�06&"Sectional-Garage Door", dated 09/10/02, with last
revision E dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed and sealed by
Arshad Viqar, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade CountyProduct Control Division.
AMSHIE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 09-0128.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
�� Ex i�;ahon Date July 22, 2015 -�,L --.
1140 131;1
�1/f
�.Agp�proval Da�`te�Ma c`h,31, 2010
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 02-21, titled "Sectional Garage Door", dated 09/10/02, with last revision
E dated 01/06/10, sheets 1 through 5 of 5, prepared by Al-Farooq Corporation, signed
and sealed by Arshad Viqar, P.E.
B. TESTS
1. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test, of
"Sectional Residential Door.with Windows", prepared by Hurricane Engineering &
Testing Inc., Report No. HETI 03-1328, dated 07/15/03, signed and sealed by Rafael
E. Droz-Seda, P.E.
2. Test Report on Uniform Static Air Pressure Test, of "Sectional Residential Door"
prepared by Hurricane Engineering & Testing Inc., Report No. HETI 03-1329, dated
07/15/03, signed and sealed by Rafael E. Droz-Seda, P.E.
3. Test Report on Tensile Test per ASTM E-8 of "Sectional Residential Door (skin)",
prepared by Hurricane Engineering & Testing Inc, Report No. HETI 03-T078, dated
10/31/03, signed and sealed by Rafael E. Droz-Seda, P.E.
"Submitted under NOA # 05-0228.02"
4. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G40 steel
panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98,
signed by W. A. Jackson, P.E.
"Submitted under NOA # 03-0210.04"
C. CALCULATIONS
1. Anchor verification calculations prepared by Al-Farooq Corporation, complying with
F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
D. QUALITY ASSURANCE
1. Miami Dade -building Code Compliance Office (BCCO)
�t id
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.10-0216.04
Expiration Date: July 21, 2015
Approval Date: March 31, 2010
E-1
DAB Door Comnanv, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 08-0305.02, issued to SA13IC Innovative Plastics, for their
Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13.
2. Notice of Acceptance No. 07-1016.07, issued to Insulfoam, LLC, for their
Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on
11/29/12.
3. Notice of Acceptance No. 07-1107.08, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block Type Insulation, approved on 02/28/08 and expiring on
01/11/12.
4. Notice of Acceptance No. 07-0301.10, issued to Dyplast Products, LLC, for their
Dyplast ISO-C1 Polyisocyanurate Insulation, approved on 06/07/07 and expiring on
01/11/12.
1. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Engineering &
Testing, Inc., Report No. HETI 04-A002, dated 09/27/04, signed and sealed by Rafael
E. Droz-Seda, P.E.
2. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion Material", prepared
by Hurricane Engineering & Testing Inc., Report No. HETI 04-T251, dated 11/29/04
signed and sealed by I. Ghia, P.E.
3. Test Report on Self -Ignition Temperature Test, Rate of Burn Test and Smoke Density
Test of "REHAU non -foam PVC extrusion material', prepared by ETC Laboratories,
Report No. 04-761-15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E.
"Submitted under NOA # 05-0228.02"
F. STATEMENTS
1. Change of engineer letter issued by Al-Farooq Corporation, dated 01/08/10, signed
and sealed by Arshad Viqar, P.E.
2. No change to product letter issued by DAB Door Company, Inc, dated 02/09/10,
signed by Roseanne Berger.
1. Statement letter of code conformance issued by Al-Farooq Corporation, dated
12/05/08, signed and sealed by Humayoun Farooq, P.E.
2. Statement letter of no financial interest issued by Al-Farooq Corporation, dated
12/05/08, signed and sealed by Humayoun Farooq, P.E.
"Submitted under NOA # 09-0128.02"
Carlos M. Utrera, P.E.
Product^Control-Examiner.-
r � NO _10-0216 041-- -
Expirationn"Date: July 21, 2015
Approval Date: March 31, 2010
E -2
7-1/2" X 3" X .071"
0 GALV. STEEL END ROLLER HINGE
W/ (6) #14 X 5/8" SMS
7-1/2" X 2-1/4- X 18 GA.
GALV. STEEL CENTER HINGE
W/ (4) #14 X 5/8" SMS
LOCK
r 2/ DOOR
1" W X .15 HK. LATCH
rJSH NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1"
O STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
FASTENED TO END STILE WITH TO BE INSTALLED AT
00 (6) #14 X 3/4" SELF DRILLING SCREWS ANY CENTER STILE
1
00, CENTER STILES
SEE SCH. 'A'
0
t , - --
SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) 11r
FASTENED W/ (4) #14 X 1/2" S.M.S. 1
5/8" MIN. LOCK ENGAGEMENT CONFORMS TO B
FBC 1012 REGARDING GARAGE DOORS
.158 DIA. GALV. AIRCRAFT TYPE I ICI 1�
W% MINE 5 TO CO-SAFPRESS
ETY FACTOR
2-3/4"W X 5-5/8"H X .090" THK. �—
STEEL PLATE, 1-3/8" DEEP
WITH (3) #14 X 3/4" 0 p
SELF DRILLING SCREWS N
BRACKET
STD. LIFT DOOR
DOOR
HEIGHT
CONSISTS OF
TOTAL # OF
'U' BARS AT
EACH DOOR
6'-6'
2 SECTIONS 18"
2 SECTIONS 21'
3 a
6'-9"
1 SECTION 18
3 SECTIONS 21"
�' 7'
4 SECTIONS 2U
—,-.7 m
'--7,-3-
_ -__—
-
7'-6'
5 SECTIONS 18'
-
7'-9"
4 SECTIONS 18"
1 SECTION 21"
8'
3 SECTIONS 18"
2 SECTIONS 21"
8'-3'
2 SECTIONS 18'
3 SECTIONS 21"
4
8'-6'
1 SECTION 18'
4 SECTIONS 21"
8'-9'
5 SECTIONS 21'
-
9'
6 SECTIONS 18'
-
9'-3"
5 SECTIONS 18'
1 SECTION 21"
9'-6'
14 SECTIONS 18"
2 SECTIONS 21'
9'-9"
13 SECTIONS 18"
3 SECTIONS 21'
10'
12 SECTIONS 18'
4 SECTIONS 21"
10'-3"
11 SECTION IS"
5 SECTIONS 21"
10'-6"
10'-9"
6 SECTIONS 21"
6 SECTIONS 18"
-
1 SECTION 21"
5
11'
1 V-3"
1 V-6'
1 V-9"
5 SECTIONS 18"
4 SECTIONS 18'
3 SECTIONS 18'
2 SECTIONS 18'
2 SECTIONS 21"
3 SECTIONS 21'
4 SECTIONS 21"
5 SECTIONS 21'
12'
1 SECTIONS 18'
6 SECTIONS 21"
12'-3"
12'-6'
12'-9"
17 SECTIONS 21"
16 SECTIONS 18"
15 SECTIONS 18"
-
2 SECTIONS 21'
3 SECTIONS 21"
-13`
13'-3"
4-SECTIONS 18'"
3 SECTIONS I8"
4 SECTIONS-21'
5 SECTIONS 21"
13'-6'
2 SECTIONS 18"
6 SECTIONS 21"
6
13'-9'
1 SECTION 18"
7 SECTIONS 21'
14'
14'-3'
14'-6"
14'-9"
8 SECTIONS 21'
6 SECTIONS 18"
5 SECTIONS 18"
4 SECTIONS 18'
-
3 SECTIONS 21"
4 SECTIONS 21"
5 SECTIONS 21'
15'
15'-3'
3 SECTIONS 18"
2 SECTIONS 18"
6 SECTIONS 21"
7 SECTIONS 21"
15'-6'
1 SECTION 18'
8 SECTIONS 21"
15'-9'
9 SECTIONS 21"
-
16'
6 SECTIONS 18"
4 SECTIONS 21'
BRACKET
LOW HEADROOM
DOOR OPTION
/ 7-7/8" X 3-1/8" X .010" \� ��� I
-STEEL PLATE L OPTIONAL VENTS
WITH (4) �14 X 3/4" SDS
(3) 5" WIDE AT 7" O.C. MAX.
OPNG. AREA NOT TO EXCEED 120 SO. IN.
CENTER STILE
OUTSIDE
H*rINSTALLEID
END STILE
R GUIDES
#14 XN5/8TILE
SMS
OCK BAR
RACK
ON EACH SIDE OF DOOR
CENTER STILES
OUTSIDE KEYED LOCK
LOCK BAR LOCKING SHOWN
ALT. TO LOCKS SHOWN ABOVE I illII
8'-0" TO W-10"
WIDTH
(- — A
N
E�I
I'lAA
:V
RA
til
OPTIONAL FLUSH FACE L _,. A
WOOD GRAIN DESIGN
16'-2"
INSIDE ELEVATION QDAB�DOOR MODEL-824,-----'
RAISED PANEL EMBOSSED DOOR -M'X�SIZE
�24�A: ROLL'"FORMED STEEL y
DESIGN PRESSURE RATING = +36:0-PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
GENERAL NOTES
SCHEDULE 'A' 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
CENTER STILES CONFIGURATION
DOOR WIDTHS
/ OF CENTER STILES
8'-0" TO 9'-10'
2
10'-0" TO 11'-10'
2
12'-0' TO 13'-10"
3
14'-0' TO 15'-10-
4
15'-11' TO 16'-2'
S
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AS C-4= P
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING
HIGH VELOCITY HURRICANE ZONE.
2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL -BE BEYOND WALL i
DRESSING OR STUCCO.
3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
4. ANCHORING OR LOADING CONDITIONS OTHER THAN HOSE SHOWN IN
---.. - -
THESE DETAILS ARE NOT PART OF THIS APPROVAL.
- - - - MQQ0®
®®®®®®
5.
A LOAD DURATION r�1NCRE�. S� 0 IN DESIGN OF ANCHORS INTO W000 ONLY.
PRCFX= RENEWW
CIVIL
FIA. PE / 38663
Ito 10'-0" TO 1V-10" _I
DOOR WIDTHS
I 14'-0" TO 15'-10" _1
C.A.N. 3538
DwiftC86
A->7I
`- DOOR WIDTHS
J
IX
AT (4) SECTIONS DOORS92 By - PJ
TOP SECTION WITH 'U' BAR~
ALL OTHER DOORS I 12'-0" TO 13'-10' I I 15'-11" TO 16'-2" -I JAN 0 01Q
TOP SECTION WITHOUT 'U' BAR DOOR WIDTHS DOOR WIDTHS
cn in
a
z 0 U
2 Ff tog
W
u n Z
$ _
u 3 u ¢ U
m m 4
p0 > cv
W. 0 ) a. W
X 2-1/4" X 3/4' X 2"
vfty. STEEL U.BAR REINFORCING TRUSS
0 BOTTOM OF PANEL TRUSS FASTENED TO
VERTICAL INTERMEDIATE STILES W/ TWO
#14 X 5/8" S.M.S. AND TO END STILE
W/ FOUR #14 X 3/4' SELF DRILLING S.
1/2" X 1-3/4" X 16 GA.
OPEN TUBE
O TOP do BOTTOM
OF EACH PANEL
3 IF
BOTTOM SEAL
.058 ALUM PLATE
WITH 1/8" X 1" S.M.S. O 48" O.C.
AND RUBBER WEATHERSTRIPPING
1ST SECTION (BOTTOM)
OPTIONAL STOP
BY DOOR
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH
5/16" X 1-5/8" LAG SCREW
(FULLY THREADED)
HEX WASHER HEAD TYPE A7
ONE PER BRACKET
SOUTHERN PINE
0.55 S.
1-
1-3/ 16"
1.9" X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS —
SEE SHEET 3 FOR SPACING
2-1 /8" X I" X .078"
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ 1/4-20 X 5/8- TRUSS HD.
SLOTTED M.S. do LOCK NUT
..
a
a/
0
REINFORCING 'U' BARS AS REOD.
SEE CHART ON SHEET 1
16 GA. X 2-1/4' X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
TO' 'cc FASTENED TO VERTICAL INTERMEDIATE STILES
TWO 14 X 5/8' S.M.S. AND TO END STILE
FOUR 14 X 3/4" SELF DRILLING SCR.
INTERMEDIATE SECTION
WITH OR W/O REINFORCING
ii 14 X 5/8" SMS
6 PER HINGE
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND SECURED TO
END STILE WITH (4) 3/16" POP RIVETS
1-7/8" X 2-5/8" X .049" STEEL
CENTER STILE, GLUED AND RIVETED
TO PANEL W/ (4) 3/16" RIVETS
r# 14 X 5/8' S.M.S.
I 4/ HINGE
u
7-1/2" X .050"
GALV. STEEL
7/8" PUSHNUT CENTER HINGE -
INSTALLED ON ROLLER SHAFT
0
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3
24 GA. STEEL PANEL
FLAPS BENT OVER PANEL
1/2" PUNCHED HOLES_/I
O 4" O.C,
0. I
USE REINFORCING 'U' BAR AT
TOP SECTION ONLY AT
FOUR SECTION DOORS
I
I
16 GA, X 2-1/4" X 3/4" X 2"
GALV. STEEL U.BAR REINFORCING TRUSS
®TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
• W/ TWO If 14 X 5/8" S.M.S. AND TO END STILE 1
W/ FOUR N 14 X 3/4" SELF DRILLING SCR. k�)
TOP SECTION
3/16-
POP RIVETS
1 I 1
U
INTERIOR SIDE 1
SECTION B-B
3/4" X 2" X 2-1/2" X .049" STEEL
END STILE, CONNECT TO PANELS WITH
FLAPS AND (5) OR (6) 3/16" ALUM RIVETS
SEE DETAIL ABOVE
A
0
EDGE
DISTANCE
\e �0
7-1/2" X .071 "-J �/ \
END ROLLER HINGE
PLASTIC/STEEL ROLLERS
1.82" DIA. X .50'
W/ .44 DIA. X 4-1/4" STEM
ANCHOR TYPE A OR B
(1) PER BRACKET
SEE SHEET 3 FOR BRl
1
3/16" POP RIVETS
AT 4" O.C.
(6) FOR 21 " STILES
(5) FOR 18" STILES
STILE
SOLID BRASS DOOR VIEWER
BY 'SCHLAGE SECURITY HARDWARE'
INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
POSITIONED AT EYE LEVEL
ANCHORS:
3/8' DIA. POWER -BOLT BY 'POWERS'
A) 2" MIN. EMBED INTO CONCRETE (3D00 PSI MIN.)
2" MIN. EDGE DISTANCE
1-1/8" DLA. HLC SLEEVE BY 'HILTI'
B) 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK
2-1/4- MIN. EDGE DISTANCE INTO CONCRETE
4" MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE f'c = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK I'm - 2000 PSI MIN.
CIVIL
FLA. PE / 38863
C.A.N. 3538
1/4-20 SS BOLT
& NUT 4^7
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RIVETS
2-3/4" X 5-1/2" X 3" X .104"
GALV. STEEL
TOP ROLLER BRACKET
FASTENED W/ (6) 1 14 X 5/8" S.M.S.
14 GA. GALV. STEEL ADJUSTABLE
SLIDE FASTENED TO BRACKET
`W/ 5/16-18 X 3/4" HEX HEAD
M. SCREWS & NUTS.
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR
5/16" SLEEVE ANCHORS
WITH 1-1/4" EMBED INTO MASONRY N
3 PER BRACKET
2-1/2" X 4-1/4" X 13 GA. STEEL PLATES
WELDED TO 1-1/2" X 1-1/2' X 14 GA. ANGLE
FASTENED TO TRACK
WITH (4) 1/4-20 SS. BOLT do NUTS
HORIZONTAL REINFORCEMENT \
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 2" X 5-1/2" X .104"
(2) 3/16" POP RIVETS GALV. STEEL
FASTENED W/ (4) # 14 X 5/8" S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION
HORIZONTAL REINFORCEMENT
1/2" X 1-3/4" X .058" FORMED STEEL
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH
(2) 3/16" POP RIVETS
5/16" MEETING RIB
PLASTIC/STEEL ROLLERS
1.82" DIA. X .50"
W/ .44 DIA. X 4-1/4- STEM
OPTIONAL INSULATIONS:
EPS-EXPANDED POLYSTYRENE
DENSITY = 1.05 PCF
N.O.A. #07-1107.08
OR
ISO-25 POLY-ISOCYANURATE
DENSITY = 2.0 PCF
N.O.A. #07-0301.10
OR
BY 'INSULFOAM LLC'
DENSITY = 0.92 PCF
N.O.A. #07-1016.07
14 GA. GALV. STEEL
ROLLER FASTNED
W/ (6) fI 14E X 5/8E SMS
MIN. .024" ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN. YIELD STRENGTH - 39 KSI
WITH PRIMER AND BAKED -ON
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
12 GA. GALV. STEEL
BOTTOM W/ (4) If R14 FASTENED
5/8' SMS
2 X 2 X 1/8" HORIZ. ANG�c-'��
HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK
CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2" APART
EXgEEDING 8 FT. IN HEIGHT ---_,FIRST AT 3" O.C.
II A REST AT 9" O.C.
II 1 CONNECTED TO FLAG BRACKET ANGLE
W/ 3/8-16 X 3/4" BOLT & NUT
. AND TO SPRING SHAFT GUIDE WITH
A J (2) 1 /4-20 X 5/8" BOLT & NUT
— rHORIZ.ACK LENGTH =OPENING HEIGHT PLUS 12"
VERTICAL TRACK
TT /-14 GA. GALV. STEEL TRACK 2-1/8- X 1" X .080" SECTION A -A
DOOR
• SECTION HEIGHTS
BRACKET PLACEMENTS
HEIGHT
1ST
2ND
3RD
4TH
5TH
81
B2
83
1 84
85
B6
B7
B8
6'-0"
18"
18"
18"
18"
N/A
1"
11-3/4"
23"
34"
45"
56"
67"
—
6'-6"
21 "
18"
18"
21 "
N/A
1 "
1 1-3/4"
23"
34"
45"
56"
67"
—
�7'=0"
21
21 "
21_
2.1 "
N/.A
ut_" _
1"t =3/"4a
,23.7
3¢,,
_ 45" _
—56'--67
—
7'-6'
18"
18"
18"
18"
18"
1"
11-3/4"
23"
34"
45"
56"
67"
78-1/4"
W-0"
21"
18"
18"
18"
21"
1"
11-3/4"
23"
34"
45"
56"
T 67"
76-1/4"
*-SECTIONS ARE NUMBEHEU S7AHIING Al IHL UUIIVM
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
00
1.9' X 2.19" X 3.3" X .090"
STEEL TRACK BRACKETS
m 2-3/16" HIGH
CONNECTED TO TRACK WITH
(4) 1/4" BOLTS & NUTS.
N
m
a
m
TRACK CONFIGURATION
VERTICAL LIFT HIGH LIFT STANDARD LIFT
AVAILABLE TRACK OPTIONS
-� CIVIL
FLA. PE If 38863
O CA.N. 3538
BOTTOM SEAL
.058 ALUM PLATE
WITH 1 /8" X 1 " S.M.S. 0 48" O.C. 41
SECTION A —A AND RUBBER WEATHERSTRIPPING
SEE SHEET 2 FOR LOCATION JAN 0 S 2010
OF REINFORCING TRUSSES
LOW HEADROOM
DOUBLE TRACK
PRODUCE' RV49WED
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WOOD FRA
STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS)
SHALL BE FRAMED SOLID BY NOT LESS THAN
(3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER
WOOD STUDS.
STUD WAILS TO BE CONT. FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE
SUPPORTING STRUCTURE.
�WOOD-rBUCK--60NNECTiON T.0=MAS(SNRY=Z:zD
TRACK SHALL BE SECURED WITH CONT. STEEL ANGLE TO PRESSURE
TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
16" O.C. INTO BLOCK WALL, WITH 2-1/4" MIN. EMBED
13' O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
2-1/2' MIN, EDGE DISTANCE
1/4" TAPPER BY 'POWERS' WITH SPACING OF
11 " O.C. INTO BLOCK WALL. WITH 1-1/2- MIN. EMBED
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" CONFLEX BY 'ELCO' OR
3/8" LOT BY 'ITW' WITH SPACING OF
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED
3" MIN. EDGE DISTANCE
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF
13" O.C. INTO BLOCK WALL, WITH 1-1/4 . MIN. EMBED, 4" MIN. EDGE DIST.
15" O.C. INTO 3000 PSI CONCRETE, WITH 1-1 /4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE
THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED
WITH FOUR 1 5 BARS EXTENDING INTO FOOTING AND INTO TIE BEAMS
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING.
STEEL STRUCTURE BY OTHERS
MUST SUPPORT THE LOADS IMPOSED
BY DOOR SYSTEM
5/16" DIA. BOLTS
WITH WASHER do NUT
AT 12" O.C. MAX.
1-1/4" X 2-1/2" X 14 GA
CON. STEEL ANGLE
12 GA. GALV. STEEL
FLAT BRACKETS f3" LONG
AT 12" O.C. IN DOOR OPNG.
AT 18" O.C. ABOVE DOOR OPNG.
CONNECTED TO CONT. ANGLE
W/ (3) SPOT WELDS AT EACH SIDE
ANCHOR SPACING
ANCHORS
STRUCTURE
EMBED
SPACING
EDGE DIST.
3 8" HLC SLEEVE BY 'HILTI
CONC.
1-1 4'
8"
2"
3 8" HLC SLEEVE BY 'HILTI'
FILLED BLOCK
1-1/4-
8"
4"
3 8" DYNABOLT BY 'ITW'
CONC.
1-1/2
8"
2-1/2"
3 8" DYNABOLT BY 'ITW'
FILLED BLOCK
1-1/2
8"
3-3/4"
3 8 POWER —BOLT BY 'POWERS'
CONC.
2"
8"
2"
3 8 SLEEVE —ALL BY SIMPSONS
CONC.
1-1/2
W
3"
EDGE DIST.
CONCRETE Pc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
1-1/2"
2-1/8" X 1" X 14 GA.
GALV. STEEL TRACK
FASTENED TO TRACK PLATES
W/ (2) 1/4-2OX5/8" TRUSS HD.
SLOTTED M.S. do LOCK NUT
ALTERNATE TRACK INSTALLATION
CIWL
FLA PE / 38863
CAN. 3538
PREPARATION OF J6MBS BY OTHERS
-JaN 0 8 2010
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24 GA. (.024) STEEL MIN.
7/16" DIA. WASHER
(
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0 3FROM FROM ENDS
A 11 IIII
O
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1 i AND 7" O.C. MAX.
jIIII
I (4) #8 X 3/4" SMS
I IIII
O 1-3/8" FROM ENDS
III
I i AND 6-1/2" O.C. MAX.
L III
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.175 X .062 DEEP
I
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GROOVE
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1/4' POLYCARSONATE LEXAN
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NOA 008-0305.02.
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GROOVE
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1
(4) #8 X_3/4" SMS
0 1-3/8" FROM ENDS
j III
AND 6-1/2" O.C. MAX.
I
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J#8 X 3/4' SMS
J 0 3/8" FROM ENDS
AND 7" O.C. MAX.
\7/16* DIA. WASHER
DOOR PANEL
24 GA. (.024) STEEL MIN.
M8 X 3/4" SMS
0 3/8" FROM ENDS
AND 4-1/2" O.C. MAX.
DOOR PANEL
24 GA. (.024) STEEL MIN.
0
* PLASTIC COMPLIES WITH
SECTION 2612 OF FBC 2007
SEE EVIDENCE PAGE
.500-�j-.250— m
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RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION a W 3 -1
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INSIDE ELEVATION
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
.175 X .062 DEEP
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c c
FLA, PE 1 36863
C.A.N. 3538 9WWbaCods g
Aoc+optr = No 10
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