HomeMy WebLinkAboutProduct Approval CEWED
MAR 16 2016
PEW-1111-rTiNG
MIAMDADS St. Lucie County, FL MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DMSION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) mny.miamidade.sov/economy
Clopay Building Products Company
8585 Duke Boulevard
Mason,OH 45040
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The
documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section(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.RER reserves the right to revoke this acceptance,if it is determined by
Miami-Dade County Product Control Section 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: 2" Steel Pan W8 DP46 Sectional Garage Door up to 16'-2"Wide w/Optional
Impact Resistant Lites
APPROVAL DOCUMENT: Drawing No. 104754,titled"2"Steel Pan Doors",sheets 1 through 3 of 3,
dated 11/20/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products Company,signed
and sealed by Scott Hamilton,P.E., bearing the Miami-Dade County Product Control revision stamp with the
Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo,manufacturing address,model
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction-drawing reference number, approval number(NOA),the applicable test standards,and the
statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered atter 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 revises NOA 412-1205.07 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0225.10
QMIAMMI-LMADEuN�r Expiration Date: February 21,2018
ME A
�- Approval Date: May 7,2015
D4'3PO/fir' Page 1
C
Clopay Building Products Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 104754,titled"2"Steel Pan Doors", sheets 1 through 3 of 3,dated
11/20/2012,with revision 01 dated 2/2015,prepared by Clopay Building Products
Company, signed and sealed by Scott Hamilton,P.E.
B. TESTS "Submitted under NOA #12-1205.07"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC,TAS 202-94
5)Tensile Test per ASTM E8
along with marked-up drawings and installation diagram of 16'2"x 8', 24ga steel
garage door Model 94W8 with windows,prepared by American Test Lab,Inc., Test
Report No.ATLNC 1023.01-12,dated 11/13/2012, signed and sealed by David W.
Johnson,P.E.
2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized coated panels,
prepared by Stork Materials Technology,Test Report No. 30160-04-63365, dated
01/26/2005, signed by John D. Lee, P.E.
C. CALCULATIONS "Submitted under NOA #12-1205.07"
1. Jamb anchor calculations prepared by Clopay Building Products Company, dated
11/21/2012, signed and sealed by Scott Hamilton,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01 issued to SABIC Innovative Plastics for their
Lexan Polycarbonate Sheet Products, approved on 11/28/2013, expiring on
07/17/2018.
F. STATEMENTS
1. Statement letter of code conformance with the 2010 and the 5th edition(2014)FBC
issued by Clopay Building Products Company,dated 02/18/2015, signed and sealed
by Scott Hamilton,P.E.
2. Statement letters of code conformance to 2010 FBC and no financial interest,issued
by Clopay Building-Products Company, dated 11/21/2012,signed and sealed by Scott
Hamilton,P.E.- "Submitted under NOA #12-1205.07"
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0225.10
Expiration Date: February 21,2018
Approval Date: May 7,2015
E-1
4 3 2
MODELS 24 GA SHORT 24 GA FLUSH SHEET- REVISIONS
CLOPAY 84A, 94 98 1 OF 3 [EEV�. NO. ZONE: DATE: ECN NO. APPVD:- DESCRIPTION
HOLMES 48, 48D -- ONE INTERMEDIATE STILE BETWEEN EACH O1 - 2/2015 - SH -ADDED CODE COMPLIANCE STATEMENT.
EMBOSS LOCATION. ATTACHED W/ IMPACT—RESISTANT CONSTRUCTION:
IDEAL 4RST 4F TOG-L-LOC (TOP & BTM) AND
URETHANE ADHESIVE (ALONG CENTER). SOLID DOORS (NO GLAZING) OR DOORS WITH OPTIONAL IMPACT-RESISTANT GLAZING ARE
OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT-RESISTANT. OPTIONAL
L INJECTION-MOLDED POLYCARBONATE FRONT FRAME AND D
D MAX. GLAZING SIZE IS 18-1/2" x 1T GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH
A GLAZING IS INJECTION MOLDED GE LEXAN IBC/FBC 2606.
SLX2432T, AN APPROVED CC2 PLASTIC IN THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE WITH THIS SECTION MEETS THE
_ ACCORDANCE WITH IBC/FBC 2606. WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING
SEE SECTION 0-8 FOR ASSEMBLY DETAILS. CODE AND IS LARGE- AND SMALL-MISSILE IMPACT RESISTANT.
(GLAZING SHOWN IN INTERMEDIATE SECTION.) GLAZING SHOWN IN TOP SECTION.
1777m 0 Y Iod 0 L11All0 VIEW °B" (SEE SHEET TWO).
r -
=�C
VIEW "C" (SEE SHEET TWO).
rr 16 GA. END STILES ATTACHED TO
i o _ DOOR SKIN WITH PATENTED
G' of o TOG-L-LOC SYSTEM (TOP, BOTTOM & C
ii X I CENTER), ATTACHED 10 TOP AND
m$4 _ _— BOTTOM RAIL WITH PATENTED
TOG-L-LOC SYSTEM.
TWO POINT LOCKING -
INTO TRACK.
--
(2) LHR TOP BRACKETS USED AS
L•-•-•-r A OPTIONAL OUTSIDE KEYED LOCK POSITION. INNER BOTTOM BRACKET.
MAX. DOOR WIDTH = 16'-2" (1) 3-IN ROLLER CARRIER (P/N
INSIDE ELEVATIONS 0120394) USED WITH 3"TRACK. SNAP LATCH ENGAGES
LOCATION OF OPTIONAL VENTS. TOTAL VENI OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK. END
DOOR HEIGHT 8 OF ONE EACH SNAPLATCH OF STILE.
SECTIONS
SLIDE BOLT LOCK ,
UP TO 7'0' 4 ENGAGES INTO B
B 7.3' TO 8'9' 5 END VERTICAL TRACK. OUTSIDE
9'0' TO 10'6' 6 SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) STILE. ONE LOCK ON HANDLE. LOCK BAR
10'9' TO 12'3' 7 DETAIL'D' EACH SIDE OF OUTSIDE ENGAGES IN
12'6' TO 14'0' 8 DOOR. KEYED TRACK ON
14'3' TO 15'9' 9 - _ 1IANULE. EACH SIDE
16'0' OF DOOR.
INSIDE SLIDE BOLT E
MAX SECTION HEIGHT 21' jTAI ----� LOCK OPTION, OUTSIDE KEYED LOCK WITH OUTSIDE KEYED LOCK WITH
LOCK BAR LOCKING.
OPTIONAL IN INSERT.
225 MULTIPURPOSE HIGH BOND TAPE SNAP LATCH LOCK OPTION.
♦,,♦TTIITT flTZ2j, SNAP-IN INSERT. (BETWEEN FRAME AND FACADE).
♦♦ �� HAM/ /� —DECORATIVE FRONT FACADE.
♦ I
.♦♦ r,.. E N•. r02 ii THIS PRODUCT CONFORMS TO THE
0 6 8 REQUIREMENTS OF THE 2010 FBC
STRUCTURAL SILICONE SEALANT pR( g{J�T yByiR('>D� (BETWEEN STEFI.SKIN AN0 FRAME). ra°paypy����AND i HE FIFTH EDITION FBC odlOfea Code T
'L�( [p—O
1$ )DDE ICN I OAOS +46_: STAT OF MPACT RESISTANT $U Icsi Sl'o end Oth ae Op 5651 Duke Boulevard WINOLOAD RAT114G
8 Mason, 51 45040 USAW8 DP46
O�•,,S Q',• / ONE-PIECE INJECTION LYSTYRENE RETAINER FASTENED TO FRAME vIITH TOLERANC FS re Tei.No.513-7140 USA
O R 1O Cl\�♦♦ MOLDED
DT FRONT
(10) ((8 x 3/4"PAN HEAD MACHINE SCREWS. By. I ii? 0 = 3.031 Ouudirg Rcd.ds Company Fox No.513-770-4857
gs/�ONA ♦`♦ FRAME&GIA7ING. .000 = 3.005 pmdw Comm .00 t.015 DESCRIPTION: 2"STEEL PAN DOORS (SEE TABLE FOR MODELS)
.0000 3.00. DRAWN BY: Sil DATE: 11/19/12 SCALE: NTS DWG.R
DESIGN ENGINEER: Degrees 31/2' CHECKED BY: SH DATE: 11/20/12 SHEET 1 OF 3 SIZE B
SCOTT HAMILTON, P E. Unless Slated Olh t i,e ---
FLORIDA LICENSE NO. 63266 _- DIMENSIONS ARE IN INCHES. DWG. NO.: 104754 VER: MU
4 � 2 - �
4 3 lqir 2 1
MODELS 24 GA SHORT 24 GA FLUSH SHEET. REVISIONS
CLOPAY 84A, 94 98 2 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION
HDLMES 48, 48B
Ol — — — SII SEE REVISION HISTORY ON SHEET 1.
--
IDEAL 4RST 4F
D
t--2" TI IICK D
HORIZONTAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT
(NO LOAD FROM DOOR) NOTES: 24 GA. (0.022" MIN. THICK, (2) 12 GA GAL/. STEEL TOP ROLLER
1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 32.9 KSI MIN. YIELD) DOS ! BRACKETS (2-1/2" x 5-3/8"). EACH
THE 2x6 VERTICAL SYP(GRADE#2 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS STEEL EXTERIOR SKIN WITH �" BRACKET ATTACHED W/(4) 14x5/8" SHEET
TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. G-40 GALVANIZING, BAKED-ON METAL SCREWS. ADJUSTABLE SLIDE ATTACHED
2. EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+368 LB &-400 LB.PER LINEAR PRIMER AND ABAKED-ON TO TOP BRACKET WITH (2) 1/4"xl/2" BOLTS
FOOT OF JAMB. AND NUTS PER DRACKET.
3. ALL JAMB FASTENERS MAY DE(OUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A POLYESTER PAINTED TOP COAT
FASTENER FLUSH MOUNTING SURFACE. APPLIED TO BOTH SIDES OF
TYPE 4. A 1/3 STRESS INCREASE FOR WIND LOAD WAS NOT USED IN THE CALCULATION OF ALLOWABLE STEEL SKIN.
AFOR AORS AND FASTENERS FOR STEEL, CONCRETE AND MASONRY.
WOOLODSD FRAMNCHE BUILDINGS
STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOLID BY NOT LESS THAN(3) 2x6 PRESSURE
MAX.O.C. TREATED SYP (GRADE #2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI
NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO B'0"HIGH OR (4)2x6
PRESSURE TREATED SYP (GRADE 62 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN SHIP LAP
C 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb) FOR DOORS UP TO 16'0"HIGH. STUD JOINTS14 GA. MIN. GALV. ROLLER HINGE. EACH C
WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. HINGE FASTENED TO END STILES W/(4)
2.6 VERTICAL JAMB BLOCKWALL OR CONCRETE ' � ()14x5/8" SHEET METAL AND (2)
2x6 SYP(GRADE//2 OR BETTER)WOOD JAMB SHALL BE ANCHORED TO GROUT REINFORCED BLOCK 1/4"x3/4" SELF TAPPING SCREWS. SEE
WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED WITH CONCRETE AND (—
4' VIEW "B
REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BARS r
SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. I
BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT 4-1/4"
OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE.
L ONE 4" T-STRUT PER SECTION. (SEE VIEW
2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D" "D') EACH T-STRUT ATTACHED AT EACH
HINGE
(NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE) 4" TALL TAPER STRUT. ��TAPPI LOCATION WITH (2) 1/4"x3/4" SELF
TAPPI
MAXIMUM 0.062" GAIN. STEEL, 80 NG SCREWS.
ON-CENTER KSI MIN.
DISIANCE STEEL
EEN WASHERS
BUILDING TYPE FASTENER TYPE FASTENERS REQUIRED?
BLOCK WA I 4"x t-I 4"MIN. M TAPC N C N R T AR HOR 6-1/4" 1'O.D.
3000 PSI MIN.CONCRETE 1 4 x it'MIN.EMBED TAPCON CONCRETE ANCHOR 6-3/4" 1"O.D.
B I N R 3-B"% 1-3 4"MIN.EMBED WEJ-IT ANKR TITE SLEEVE ANCHOR ^1 C U B
1- N EMBED WEJ-IT N INCLUDED
A I x 3"IA CREW ASTM A307 G 14-3/4" lir O.D.
FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE. HIGHEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE DOOR OPENING.
CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. -12 GA. MIN. CALV. STEEL BOTTOM BRACKET
MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2"", EXCLUDING STUCCO THICKNESS, ATTACHED WITH (2) (14x5/8" SHEET METAL
SCREWS.
ALUMINUM EXTRUSION & VINYL WEATHERSTRIP.
'GO1'1(T NAM��To'O O O 14x5/8" SHEET METAL SCREWS SLCTION A-A (SIDE VIEW
G E TV,9
F o 0
*.: No 6 86 /. *: PAQlxdl tII8Vt4[D
L s o�yy wYt�Florka o 0 0 0
,'O: i s0 AoeapmoTe lb/S-0 0 1/4"x3/4" SELF
O O lTAPPING SCREWS. DESIGN LOADS: +46.0 P. .F. & -50.0 P.S.F.
A ;9'. STATE OF ;TU Exom� g Unless Stated ome ae Cho a 8585 Duke Boulevard WINDLOAO RATING
O (V 14 GA. END HINGES 18 GA. (MIN.) INTERMEDIATE HINGE 8585 OH 4Boul USA
(� f
TOLERANCES are W O D P 4 6
'n"•'c P,:��� LTY VIEW "B" VIEW 'C' P Y Tel.Ro.513-770-480D
��i lC•• G R 1�• �� M' F dun d .0= 1.031 Building Products Cwpam Fax No.513-770-4853
S.pNA i1 , 00 = x.015 DESCRIPTION: 2" STEEL PAN DOORS (SEE TABLE FOR MODELS)
.000 = 1.005
DESIGN ENGINEER: De.000 = f�2 DRAWN BY: SH DATE: 11/19/12 SCALE: NTS DWG.DESIGN
CHECKED BY: SH DATE: 11/20/12 SHEET 2 OF 3 SIZE B
SCOTT HAMILTON, P.E. uamss Swtad Omarwlse
FLORIDA LICENSE No. 63286 DIMENSIONS AR[IN INcIILS.DWG. NO.: 104764 VER: MD
4 3 2 --- -- 1
4 3 2 1
MODELS 24 GA SHORT 24 GA FLUSHSHEET- REVISIONS
CLOPAY 84A, 94 98 3 OF 3 REV. NO. ZONE: DATE: I ECN N0. APPVD: DESCRIPTION
SEE REVISION HISTORY ON SHEET I.
HOLMES 48, 48B --
IDEAL 4RST 4F
D 2" TRACK CONFIGURATIDNOTE:TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK
DOORS UP TO 800 LBS. DOOR OPENING DOES NOT AFFECT THE SUPPORT BY DOOR D
WIND LOAD RATING OF THIS DOOR. INSTALLER (TO SUIT).
DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION
DOOR DOORS UP TO 800 LOS.
HEIGHT 1"
13 CA GALV. STEEL FLAG BRACKET ATTACHED TO 6.-C -/0. 1"DOOR OVERLAP(EACH SI)E)
JAMB WITH (3) 5/16"X 1-5/8"LAG SCREWS STOP MOULDING BY DOOR INSTALLER(TO SUR).
• AND TO TRACK WITH(2) 1/4"RIVETS.
" -
ETS. 2.6 SYP WOOD JAMB. SEE r 16 GA.GALV. STEEL END STILE.
7'-6" "JAMB PREPARATION NOTE". 18 GA.GALV. STEEL DOUBLE END STILE.
s 8'-0" 20 GA MIN.GALV.STEEL INTERM.STILE.
AS ROD: SPACING NTE 14"= O.C, 9'- "I 21/2"X 12 GA GALVSTEEL CA. GALV.STEEL INTER.
o: 9'-6 6 _ . HI 106" HINGE FASTENED TO CENTER
010'-0"112- TRACK BRACKETS FASTENED TO STILE W/(4)EACH 414x5/8"
g 63" 2'GALV. STEEL TRACK, WOOD JAMBS WITH 5/6"X 1-5/8"
11 TRACK THICKNESS:0.083". ;0_o. 18" SHEET METAL SCREWS.
LAG SCREWS NOT TO EXCEED IS" 1
50" 11'-6"13 ON-CENTER. MIN, OF(9)LAG `7/16"I.D. ROUND
i _ SCREWS REQUIRED PER JAMB. PUSH NUT
L" 12- 14 ;: 2'GALV. STEEL TRACK FASTENED TO FASTENER.
C 38 TYP.2-1/2"X 12 GA GALV. 13'-0"14W 12 GA GALV STEEL TRACK BRACKETS 14 GA GALV.STEEL ROLLER HINGES FASTENED TO END STILES W/(4) EACH 414x5/8"
i STEEL TRACK BRACKETS, 13'-6"1.54" WITH EITHER(2) 1/4"DIA. RIVETS OR SHEET METAL SCREWS AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE. C
w ATTACHED TO JAMB WITH (1) I4'-0"160" (1) 1/4"X 5/8"DOLT&NUT PER
o
[241" 5/16° X 1-ii/8"TAG SCREW PER 14'-6" TRgCH BHACKEI. 2"DIA.7-1/Y'LONG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE.
TRACK 1 BRACKET. 15-0"15,_6 17
8 1
f0" 16'-0"164'
SECTION C-
-11-1/2" LHR BRACKET(2-1/2"x 5-3/4"x 12GA)
PREPARATION OF.JAMBS BY OTHERS. ATTACHED WITH(2) 1/4"x 3/4"SEF TAPPING
SCREWS. NOTE-THAT LHR BRACKETS ARE ALSO
USED WITH "DOUBLE END STILE"AS SHOWN IN
NOTE,TRACK CONFIGURATION ABOVE THF. ZONE B-3 SHEET 1.
3" TRACK CONFIGURATION ODOR OPENING DOES NOT AFFECT THE ,IAMB CONFIGURATION DOUBLE TRACK
DOORS 800 LBS AND OVER. WIND LOAD RATING OF THIS DOOR. LOW HEADROOM OPTION
CENTER HANG REQUIRED FOR DOORS 800 LBS AND OVER.
(AVAIL. FOR BOTH 2"AND 3"TRACK)
DOORS OVER B'HIGH.
DOUBLE HORIZONTAL
.. _ I"DOOR OVERLAP (EACH SIDE) TRACK.
PH(iDUCTAEVLSEO
B wv000yol ft "Wid! 2x6 SIP WOOD JAMB. SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT).
ppy1 3'GALV.TAPERED STEEL TRACK AND ANGLE.TRACK "JAMB PREPARATION NOTE". 16 GA. GALV. STEEL ENO STILE. L7
njp .rI ,lD HICKNESS:0.101".ANGLE THICKNESS:0.080". HORIZONTAL TRACK 10 GA GALV.STEEL DOUBLE END STILE,
MIN.ANGIE DIMEN1510NS 3-1/4'x 2-7/8". SUPPORT BY DOOR •• 20 GA. MIN.GALV.STEEL INTERN.STILE.
VERTICAL/HORIZONTAL TRACK 14"MAXIMUM SPACING INSTALLER(TO SUIT). 18 GA.GALV.STEEL INTER.
PTodIK1 JUNCTION.TWO 1/4"BOLTS FROM LAST MOUNTING 3-1/4"x 2-7/8'MIN.x 0.080"TAPERED HINGE FASTENED TO CENTER
Lj &NUTS FOR EACH TRACK. SLOT TO TRACK JUNCTION ANGLE.SEE LAG BOLT MOUNTING BELOW. STILE W/(4)EACH 414x5/8'
7/16"I. UND SHEET METAL SCREWS.
x PUSH NUT
¢ ADDITIONAL MOUNTING SLOTS FASTENER.
O SPACED
AT 12"CENTERS. 14 GGALV. STEEL ROLLER HINGES FASTENED TO END
v A 0.101"THICK 3"GALV. STEEL TRACK FASTENED
EWS
1T HA10�4�0�� n �12"ON CENTER TAPERED TO TAPERED H ONE T11//4 z5/8"BOLT& AND(2) 1%CK ATTACHED TO STILES )"SELF EACH TAPPING"SCREWS PER SHEET LEND RHNGE.
O,SCE Ns�''O � lY�A 46" NUT AT EACH MOUNTING SLOT.
\ �. (`""•2 % i 3"DIA. 8-1/2"LONG STEM BALL BEARING STEEL ROLLER.
*. No 3 6 * o SECTION C-
[6
- — —
NE.A"]HACK BOLT AND NUI AT EACH
w 34 MOUNTING SLOT LOCATION. PREPARATION OF JAMBS BY OTHERS.
F+ !3;azz O DESIGN LOADS: ±46.0 P.S.F. & -50.0 P.S.F. PART NO.: N/A n
STATE O :VJ DOOR VERTICAL Unless SlaleJ Otherwise _Cho a 8585 Duke Boutev0rd WINDLDAD RATING A
TZ/C 22" HEIGHT TRACK LENGTH -- Mason,OH-770 USA \ /8 D P 4 6
'•c P �• T-o" 7z T01_FRANCES n.e P y `(`/ v
�i 0,:"\_♦ Tet No.513-770-4800
04" .0 *.031 Ouldinq Noducts Compory fat
G\%% 10" 90�0' 908' DISTANCES AS THE TRACKGOOLRS(I EP 3ED/AT HE SAME 34" ,.00 1.005 DESCRIPTION: 2" STEEL No.
PAN513-770-4853
DOORS 3(SEE TABLE FOR MODELS)
1 13 46", ETC.). ADDITIONAL lAG SCREWS LOCATED AT 16".20", & .0000 1.001 DRAWN BY: SII DATE: 11/1912 SCALE: NTS DWG.
3-1/2" 14-o' 156 9 CHECKED BY: 5H DATE: 11/20/12 SHEET 3 OF 3 SIZE 1J
DESIGN ENGINEER: 40"FROM BRITON. Two LAG UNCTION also LOCATED ABOVE Degrees = t 1/2
SCOTT HAMILTON, P.E. �������'�•� 1G-0 IDD VERTICAL/HORIZONTAL TRACK JUNCTION. Unless Slolca Olhenlse
FLORIDA LICENSE No. 63286 DIMENSIONS ARE IN INCHES DWG. NO.: 104754 VER: MD
4 3 2 11
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(2) of the 5t" Edition FBC Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
❑160 EXPOSURE:B; 9'x 7' Door=+24.3 -27.5
❑160 EXPOSURE IB 16'x 7' Door=+23.3 -26.0
160 EXPOSURE C 9'x 7' Door=+29.5 -$3.3 (1 story and max 15'
160-EXPOSURE C-16')7'-Door-=+-28:2=31:5 mean roof height).
❑160 EXPOSURE,C .9'x 7'Door=+34.1 -38.5 (2 story and max 30'
E]160 EXPOSURE C 16'X 7'boor=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
M 16 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mean roof height)
0160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30'
171160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height)
❑150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7' Door=+20.4 22.7
❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15'
0150 EXPOSURE C 16'x 7'Door=+24.7 -27.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30'
[]I 5O EXPOSURE C 16'x 7'Door=+28.6 .-31.8 mean roof height)
1:1150 EXPOSURE D 9'x 7' Door=+31.4 :35.5 (1 story and max 15'
[]l 50 EXPOSURE D 16'x 7'Door=+30.0 -33.4 mean roof height)
❑150 EXPOSURE D 9'x 7'Door=+35.4 -40.1 (2 story and max 30'
Ell 50 EXPOSURE D 16'x 7'Door=+33-.9 -37.7 mean roof height)
Notes:-.
ecure 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# I " �� 5 N