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FL# FL9174-R11
Application Type Revision
Code Version 2014
Application Status Approved
Comments set to re-apply per applicants request 4/28/15-rb
Archived
Product Manufacturer Wayne-Dalton,a division of Overhead Door Corporation
Address/Phone/Email 3395 Addison Drive
Pensacola,FL 32514
(850)474-9890
Mark_Garon@Overheaddoor.com
Authorized Signature Greg Taylor
gtaylor@Wayne-Dalton.com
Technical Representative Greg Taylor
Address/Phone/Email 3395 Addison Drive
Pensacola,FL 32514
(850)474-9890
gtaylor@wayne-dalton.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
9 Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed John E.Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Intertek Testing Services NA Inc.-ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 06/27/2038
Validated By Kurt Dietrich PE
C Validation Checklist-Hardcopy Received
Certificate of Independence FI-9174 R1.1 COI Cert of Ind Scates 201.1 s.ndf
Referenced Standard and Year(of Standard) Standard Year
DASMA-108 2002
DASMA-115 2005
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)qufl1 JRf Wxf6u7... 8/31/2015
Florida Building Code Online Page 2 of 6
Product Approval Method Method 1 Option D
Date Submitted 04/06/2015
Date Validated 04/28/2015
Date Pending FBC Approval 05/04/2015
Date Approved 06/23/2015
SummarV of Products
FL# Model,Number or Name Description
9174.1 5120/6100/9100#0228 9'Max width.8'-9"Max height. Max section height 21".Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI-9174 R11_11 0228 318958 P7.pdf
Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.pdf
Impact Resistant:Yes FL91.74 R11 II VVDJambSupplementP16 s.odf
Design Pressure:+26.90/-30.80 Verified By:John E.Scates P.E. FLORIDA PE 51737
Other: Created by Independent Third Party:Yes
Evaluation Reports
FL9174 R11. AE ASTM A 653.odf
FL9174 R11 AE Eval Rent 9100 rl s.pdf
FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf
Created by Independent Third Party:Yes
9174.2 5120/6100/9100#0229 16'Max width.8'-9"Max height. Max section height 21".Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9174 R1 1I 0229 318959 P5.pdf
Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart P10.odf
Impact Resistant: No FL91.74 R11 11 WDJambSuoplementP16 s.rdf
Design Pressure:+15.30/-17.00 Verified By:John E.Scates P.E. FLORIDA PE 51737
Other:Doors with glazing shall not be used in the Created by Independent Third Party:Yes
wind-borne debris region unless protected or unless Evaluation Reports
structure is designed as partially enclosed or door is a FL9174 RI 1. AE ASTM A 653.pdf
replacement door. FL91.74 R11 AE Eval Rept 91.00 rl s.rdf
FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.rdf
Created by Independent Third Party:Yes
9174.3 5120/6100/9100#0230 16'Max width.8'-9"Max height. Max section height 21".Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FI.9174 R11. 11 0230 318960 P10.pd
Approved for use outside HVHZ:Yes FL9174 R11 I1 Track Supplement Chart P10.pdff
Impact Resistant:Yes FL9174 R11 II WDJambSuoplementP16 s.odf
Design Pressure:+25.90/-28.80 Verified By:John E.Scates P.E.FLORIDA PE 51737
Other: Created by Independent Third Party:Yes
Evaluation Reports
FI.9174 R11. A.F.. ASTM A 653.Of
FL9174 R11 AE Eval Rept 9100 r1 s.pdf
FL9174 R11 AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf
Created by Independent Third Party: Yes
9174.4 5120/6100/9100#0231 16'Max width.8'-9"Max height.Max section height 21".Solid only
-no glazing available.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9174 R11_II 0231 31899.5 P5 pdf
Approved for use outside HVHZ:Yes FL9174 R11 II Track Surrlement Chart P10.pdP
Impact Resistant:Yes FL9174 R1.1 11 WDJambSupplernentP16 s.odf
Design Pressure:+30.00/-33.50 Verified By:John E.Scates P.E.FLORIDA PE 51737
Other:Doors with glazing shall not be used in the Created by Independent Third Party:Yes
wind-borne debris region unless protected or unless Evaluation Reports
structure is designed as partially enclosed or door is a FL9174 R1 i t.E. ASTM A 653.o(l
replacement door. FL9174 R11 AE Eval Rept 9100 r1 s.rdf
FL9174 Rll AE FLO9174 r9 Affirmation for FBC 5th 2014s.pdf
Created by Independent Third Party:Yes
r9•SJ4.5— rSS2Q/�6.0_0_:/'9�100#0234 9'Max width.8'-9"Max height. Max section height 21".Glazing
available in top or intermediate section.
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL9174 Rif II 0234 319022 P5.rdf
Approved for use outside HVHZ:Yes FL9174 R11 II Track Supplement Chart PSOpdf
Impact Resistant:Yes FL91.74 R11 11 WDJambSupplementP16 s.pdf
Design Pressure:+43.20/-49.60 Verified By:John E.Scates P.E.FLORIDA PE 51737
Other: Created by Independent Third Party:Yes
Evaluation Reports
FL9174 R11. AE ASTM A 653.pcjf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqufl 1 JRfWxf6u7... 8/31/2015
r
These Tables-Are For GARAGE DOORS IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
F-11 60 EXPOSURE B 9'x 7' Door =+26.7 -30.2
❑160 EXPOSURE B 16'x 7' Door =+25.6 -28.5
❑160-EXPOSURE C- -9'x�'-Door=-+32:4=36:6-(1 story and max 15'
❑160 EXPOSURE C 16'X 7' Door =+31.0 -34.5 mean roof height)
❑160 EXPOSURE C 9'x 7' Door =.+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7' Door .=t35.9 -39.9 mean roof'height)
❑160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 .(l story and max 15'
❑160 EXPOSURE D 16'x 7' Door=+37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9'x 7' Door='+44.3 -50.2 (2 story and max 30'
1-1160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height)
❑150 EXPOSURE B 9'x 7' Door =+22'.8 -25.8
F-1 150 EXPOSURE B 16'x 7' Door =+21.8 -24.3
❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
❑150 EXPOSURE C 16'x 7' Door=+26.4 -'29.5 mean roof height
17150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30'
0150 EXPOSURE C 16'x 7'Door +30.6 -34.1 mean roof height)
Ell 50 EXPOSURE D '9'x 7' Door =+33.6 -38.0 (1 story and max 15'
Ell 5o EXPOSURE D 16'x'7' Door =+32.1 -35.8 mean roof height)
[]l 50 EXPOSURE D 9'x 7' Door =+37.9 -42.9 (2 story and max 30'
[]l 50 EXPOSURE D 16'x 7' Door =+36.2 -40.4 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product-approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida Product Approval#
FL, C� `�
NOTE! REVISIONS
1. NON-IMPACT RESISTANT GLAZING OPTION - .090' SEE U-BAR NOTE ON SHEET
Pt ADDED SHORT PANEL
MINIMUM SSS GLAZING IN MOLDED FRAMES SCREWED 13 GA HORIZ ANGLE 2 FOR U-BAR INSTALLATION
TOGETHER WITH A MINIMUM OF(6) QBx1"SCREWS GLAZING OPTION (NOTE 1)
INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR GRT 6/30/06 '
WITHOUT DECORATIVE INSERTS)MEETS UNIFORM STATIC 13 CA FLAG ANGLE '
P2 ADDED IMPACT
DESIGN PRESSURES SHOWN ON THIS DRAWING.GLAZING
DOOR RESISTANCE TO DOOR.
SHALL HAVE A MAXIMUM HEIGHT OF 13.75'AND A ,
ADDED MODEL 6100.
MAXIMUM LENGTH OF 16.75'. GLAZING IS NOT IMPACT 16 GA MIN HORIZ MODIFIED NOTE 8 TO
RESISTANT AND DOES NOT MEET THE REQUIREMENTS TRACK A STATE THAT LOUVERS ARE
FOR WIND-BORNE DEBRIS REGIONS. 5/16x1-5/8' NOT IMPACT RESISTANT.
2. IMPACT RESISTANT GLAZING OPTION - IMPACT LAG SCREWS HEST GRT 6/6/07
RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP (MIN 3 AS P3 MODIFED JAMB
OR INTERMEDIATE SECTION (WITH OR WITHOUT SHOWN) BRACKET SCHEDULE FOR
DECORATIVE INSERTS). GLAZING SHALL BE 1/4' 76 CA MIN VERT 18 GA OPERATOR STILE FACTORY FAT OPTION. ADDED LHR
MAKROLON-AR POLYCARBONATE OR EQUAL. GLAZING TRACK TRACK DETAIL SHEET 2.
SHALL HAVE A MAXIMUM HEIGHT OF 15.21" ANDA ADHERED TO CENTER OF TOP SECTION GRT 4/17/08
MAIGMUM LENGTH OF 50.08'. GLAZING IS IMPACT
RESISTANT AND DOES MEET THE REQUIREMENTS FOR 5/16x1-5/8'LA 20 CA END CAP P4 ADDED IMPACT
WIND-BORNE DEBRIS REGIONS. SEE DETAIL E ON SHEET SCREW AT EACH RESISTANT GLAZING.
2 FOR ASSEMBLY DETAILS. GLAZED SECTION REQUIRES JAMB BRACKET ADDED TEXAS LICENSE
REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON NUMBER TO TITLE BLOCK.
UPPER INTEGRAL RIB(SEE DETAIL G SHEET 2), 18 GA 1/4-20x9/16' TRACK CHANGED LOUVER NOTE.
J-STRUT SCREWED TO LOWER INTEGRAL RIB OF SECTION BOLT AND 1/4-20 HEX I INCREASED MAX HEIGHT
AND OPERATOR STILE TO BE FACTORY INSTALLED. NUT AT EACH JB JAMB TO 8'-9". ADDED HIGHLIFT AND ROOF PITCH
INSTALLER SHALL FIELD INSTALL(1) 1/4-140/8'SELF BRACKET LOCATION TRACK NOTE.
DRILLING CRIMPTITE SCREW TO ATTACH THE J-STRUT TO
THE INTEGRAL RIB AND OPERATOR STILE AT THE CRT 7/22/08
CENTERLINE OF THE DOOR PER DETAIL F ON SHEET 2.
PS UPDATED TITLE BLOCK
3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF B GRT 8/26/10
6"O.C.MUST OVERLAP TOP AND BOTH ENDS OF
PANELS MINIMUM 7/16' TO MEET NEGATIVE PRESSURES. HEET
4. KEY LOCK, SLIDE LOCK, OR OPERATOR REQUIRED. ,
5. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN 15 GA STIFFENS
JAMB BRACKETS
PLACE POLYURETHANE FOAM INSULATION CHEMICALLY SEE SCHELDULE FOR C
BONDED TO 30 GA MINIMUM FACER STEEL AND A QUANITY, LOCATION,
POLYLAMINATE BACKER.END CAP TO HAVE A MINIMUM AND TYPE _ SHEET 2
1.1'DEPTH. TYP
6. THE DESIGN OF THE SUPPORTING STRUCTURAL KEY LOCK OR SLIDE LOCK--/' -
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE (NOT REQUIRED WITH
PROFESSIONAL OF RECORD FOR THE BUILDING OR OPERATOR - SEE NOTE
STRUCTURE AND IN ACCORDANCE WITH CURRENT 4), SLIDE LOCK SHOWN
BUILDING CODES FOR THE LOADS LISTED ON THIS
DRAWING. FOR CLARITY
7.DOOR JAMB TO BE MINIMUM 2x6 STRUCTURAL GRADE NOTE: (4) SECTION SOLID
LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT DOOR SHOWN.SEE SHEET 2
FOR ATTACHMENT TO SUPPORTING STRUCTURE. FOR U-BAR LOCATIONS ON
DOORS WITH OTHER SECTION
8.LOUVER OPTION - .040'MINIMUM LOUVERS IN QUANTITIES AND SEE NOTES D
MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM 1 AND 2 ON THIS SHEET
OF(6) #8x1'SCREWS INSTALLED IN THE BOTTOM FOR GLAZING OPTIONS. HEST
SECTION.LOUVERS ARE NOT IMPACT RESISTANT AND 00
NOT MEET THE REQUIREMENTS FOR WAND-BORNE DEBRIS
REGIONS.
SUPERIMPOSED DESIGN PRESSURE
LOADS ON SUPPORTING STRUCTURE
-
MAX
DOOR UNIFORM LOAD EACH JAMB (PLF) �•
WIDTH HEIGHT 1�
B'-D' ALL +172.8/-198.4 JAMB BRACKET SCHEDULE PD
9'-O' ALL +194.4/-223.2 NO. OF JAMB LOCATION OF CENTERLINE OF JAMB
DOOR NO. OF BRACKETS TRACK BRACKETS MEASURED FROM BOTTOM
HEIGHT SECTIONS(EACH JAMB) TYPE OF TRACK (ALL DIMENSIONS t 2')
7'-0' 4 6 01 ' (JB), 13' (01), 25-172*(JB),34" (JB),45-1/4' (01), 63'(JB)
7'-0' 4 6 FAT ' (JB), 10' (JB), 21-3/4'(JB),29-3/4'(JB), 42"(JB), 63-1/4"(JB) M*ed
5 8 QI ' (JR), 13' (01), 23'(JB), 34'(JB),47-1/4'(CII), 58' (JB), 67" (QI), 75'
5 8 FAT ' (JB). 10' (JB). 21-3/4'(JB),29-3/4'(JB), 48'(JB), 57-1/4'(JB), 66'(JB), 75-1/2'(JB)
>
-B-O HIGH UFT ROOF PITCH SEE NOTE BELOW,
qOTFl
JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT.
QI)FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK.
L DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8'IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE.SEE SUPPLEMENT TRACK CHART FOR DETAILS.
STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A
WayneD DESJGN (PSF) :4 / 4
320960 Y-MAX WIDTH: 9'-D" I DATE NAME
TESLLT-(PSF)` F b4-SO/`74.4�;�;,MAX HEIGHT: 8'-9" DRAWN I 2/22/06 GRT
WN E.SCATTED
Dalton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB
J-3121 FAIRGATE R. MODELS 5120/6100/9100 SHEET 1 OF 2
CARROLLTON,TX 75007
FL PE 51737 TX PE 56,308/F2203 A DIVISION OF OVERHEAD DOOR CORP DRAWING PART N0. REV.
3395 ADDISON DRIVE
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR PENSACOLA.FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0234 319022 P5
VERIFICATION OF VANOLOAD CONSTRUCTION DETAILS. 850 474-9890
13 GA ADJUSTABLE TOP PLACE U—BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE ATTACH BOTTOM BRACKET REVISIONS
FIXTURE ATTACHED TO WITH THE(8)PRE—PUNCHED TOP FIXTURE TO BOTTOM U—BAR WITH(2) c P1 ADDED SHORT PANEL
PRE—PUNCHED HOLES HOLES EACH END FACING UPWARD 1/4-1427/8"SELF DRILLING GLAZING OPTION (NOTE 1)
IN BOTTOM OF U—BAR AND ATTACH THRU END CAP AT �' CRIMPTITE SCREWS '
WITH(2)1/4-14x5/8" EACH END WITH (2)1/4-1427/.' _ 1 GRT 6/30/06 '
CRIMPTITE SCREWS SELF DRILLING CRIMPTITE SCREWS \ P2 ADDED IMPACT
FOR STANDARD TRACK AND(3) RESISTANCE TO DOOR.
G 1/4-1427/8'SELF GRILLING - ADDED MODEL 6100.
CRIMPTITE SCREWS FOR LOW - MODIFIED NOTE 8 TO
HEADROOM TRACK(2 OF WHICH °. STATE THAT LOUVERS ARE
ARE USED TO ATTACHED THE TOP IMPACT BOTTOM BRACKET NOT IMPACT RESISTANT.
DETAIL A
BRACKET AS SHOWN). LOW HEADROOM TRACK CRT 6/6/07
P3 MODIFIED JAMB
DETAIL A BRACKET SCHEDULE FOR
FAT OPTION. ADDED LHR
13 GA ROLLER SLIDE ATTACHED TO TRACK DETAIL SHEET 2.
PRE—PUNCH?STEMV
S IN TOP OF U—BAR PLACE U—BAR OVER INTEGRAL R18 WITH GRT 4/17/08
WITH(2)1/ /8' CRIMPRTE SCREWS. THE(8) PRE—PUNCHED HOLES EACH END USED ONLY ON IMPACT -
USE VIEWINGIN SLIDE TO ENSURE FACING UPWARD AND ATTACH THRU END (5) SECTION DOORS P4 ADDED IMPACT
GLAZED SECTION — 11 RESISTANT GLAZING.
PROPER ALIOF ROLLERS CAP AT EACH END WITH (C 1/4-1427/.' CA REINFORCEMENT WITH (6) J', 18 GA, ADDED TEXAS LICENSE
SELF DRILLING CRIMPIITE SCREWS BO KSI U—BARS
BRACKET ATTACHED NUMBER TO TITLE BLOCK.
15 GA HINGHED EXCEPTION; U—BAR PLACED OVER TOP WITH (4) 1/4-1427/.' LOCATED OVER CHANGED LOUVER NOTE.
RIB ON THE BOTTOM SECTION SHALL ONLY INTEGRAL RIBS AS
WITH CRIMPTIT 1/ /8' SELF DRILLING I INCREASED MAX HEIGHT
BE ATTACHED THRU END CAP AT EACH SHOWNWHICH AR S (2 OF CRIMPTITE SCREWS(2TO 8'-9". ADDED HIGH
WHICH ARE Y END WITH(1) 1/4-14x7/8"SELF DRILUNC THROUGH BOTH LIFT AND ROOF PITCH
ATTACHED) I CRIMPTITE SCREW LOCATED ON THE BRACKET AND U—BAR)
\ BOTTOM,FLANGE OF THE U—BAR (4) SECTION DOORS L TRACK NOTENOTE. DUE TO CLEARANCES REQUIRED TO DETAIL G WITH(5) 3 18 GA, r CRT 7/22/08
2'NYLON INSTALL SCREWS AT THE ENDS OF THE LOCATED OVER 80 KSI U—BARS
STORMGARD U—BARS, ALL U—BARS SHALL BE NTEGRAL RIBS AS PS UPDATED TITLE BLOCK
WITH 4-1/2 • . INSTALLED ON SECTIONS PRIOR TO SHOW GRT 8/26/10
DETAIL B INSTALLING ROLLER SURES AND TOP (1)1/4-1427/8'SELF DRILLING CRIMPTITE
FIXTURE ON THE U—BARS.SEE SCREW AT CENTER LINE OF DOOR THRU
ATTACHMENT NOTES ON THIS SHEET. J—STRUT&OPERATOR BRACKET.
PLACE U—BAR OVER NOTE: J—STRUT&SCREW ONLY REQUIRED
18 GA HINGE ATTACHED INTEGRAL RIB AND ATTACH ON IMPACT GLAZED SECTIONS. SEE NOTE
WITH(6)1/4-20x5/8' WITH (2)1/4-20x5/8" 2 SHEET i
CRIMPTITE SCREWS(2 OF CRIMPTITE SCREWS THRU
WHICH ARE FACTORY PRE—PUNCHED HOLES AT
ATTACHED, 3 OF WHICH EACH INTERMEDIATE HINGE /
ARE FIELD INSTALLED INTO LOCATION(1 THRU FLANGE
TOP LEAF, AND 1 '
WHICH IS FIELD OF U—BAR AND BOTTOM INSTALLED HINGE LEAF AND 1 THRU
THRU PRE—PUNCHED HOLE -. WEB OF U—BAR AND
IN U—BAR) INTEGRAL RIB OF SECTION) ,
DETAIL C
12 GA BOTTOM BRACKET
FACTORY ATTACHED WITH / •o LACE U—BAR OVER INTEGRAL RIB WITH U—BAR ATTACHMENT NOTES
CRL1/4-1425/8' NOTCH DOW TO CLEAR BOTTOM 1.ALL U—BARS SHALL BE PLACED OVER INTEGRAL
CRIMPTITE SCREWS BRACKET AND ATTACH THRU END CAP RIBS AND ATTACHED THRU PRE—PUNCHED HOLES
DETAIL F
AT EACH ENO HATH (1)1/4-14x7/8' WITH (2) i/4-14x5/B'CRIMPTITE SCREWS AT EACH
SELF DRILLING CRIMPTITE SCREW AS INTERMEDIATE HINGE LOCATION, (2) 1/4-14x7/8"
FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/13' SELF SELF DRILLING CRIMPTITE SCREWS AT EACH END CAP
BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE (EXCEPT BOTH U—BARS ON BOTTOM SECTION — SEE
SCREWED TO THE BOTTOM - BOTTOM OF THE BOTTOM U—BAR AT DETAIL B AND D THIS SHEET), (2) 1/4-145/8'
U—BAR WITH EACH PRE—PUNCHED HOLE AT EVERY CRIMPTITE SCREWS APPROXIMATELY MIDWAY BETWEEN
(2)1/4-1427/8'SELF DETAIL D HINGE LOCATION. USE(1) 1/4-20,15/8" END OF DOOR AND INTERMEDIATE HINGE LOCATION,
DRILLING CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER AND (1)1/4-144/8'CRIMPTITE SCREW
SEE IMPACT BOTTOM BRACKET PRE—PUNCHED HOLE LOCATIONS.
APPROXIMATELY 8'FROM EACH END. THERE SHALL
DETAIL THIS SHEET. BE A TOTAL OF(12)SCREWS ATTACHING EACH
U—BAR EXCEPT BOTH U—BARS ON BOTTOM SECTION
SHALL HAVE A TOTAL OF(10)SCREWS EACH.
#80/4'MIN STAINLESS 2. WITH THE EXCEPTION OF THE(8)PRE—PUNCHED
SCREWS WITH STAINLESS - -1 HOLES IN THE TOP OF EACH END USED FOR
BACKED RUBBER WASHERS NON—STRUCTURAL DECORATIVE ATTACHMENT OF THE ROLLER SLIDES AND THE(6)
3-1/2" O.C. MAX OUTER WINDOW TRIM PRE—PUNCHED HOLES IN THE BOTTOM OF EACH END
USED FOR THE ATTACHMENT OF THE TOP FIXTURE
/ �/ ^ 1/4"POLYCARBONATE
AND UNLESS NOTED OTHERWISE ON THIS
1/8"BEAD GE SPECIFICATION DRAWING, ALL PRE—PUNCHED HOLES
ULTRAGLAZE I 1 -- ' IN ALL U—BARS SHALL BE ATTACHED TO THE DOOR
SSG4000AC I L WITH 1/4-14x5/8" CRIMPTITE SCREWS.
STRUCTURAL
SEALANT OR I 3. 18 GA U—BARS SHALL BE STAMPED '46'
EQUIVALENT APPROXIMATELY 8' FROM EACH END.
I
FACER STEEL II
I / STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE: A
I I �� ac® DESIGN (PSF): +43.20/-49.60 MAX WIDTH: 9'-0•' DATE NAME
y TEST (PSE): +64.8D/-74-40 MAX HEIGHT: 8'-9" DRAWN 2/22/06 GRT
JOHN E.SCATES.PE NON—STRUCTURAL
Balton
IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT:21" CHECKED 4/6/06 MRB
3121 FAIR ATE DR. DECORATIVE INNER / MODELS 5120/6100/9100 SHEET 2 OF 2
CARROLLTON,TX 75007 WINDOW TRIM — ' A DIVISION OF OVERHEAD DOOR CORP DRAWING PART N0. REV.
FL PE 51737 TX PE 55308/F2203 3395 ADDISON DRIVE
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR DETAIL E PENSACOLA. FLORIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0234 319022 P5
VERIFICATION OF YANOLOAD CONSTRUCTION DETAILS. 850 474-9890