HomeMy WebLinkAboutProduct Approval MIAMI•DADE NUAMI-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 DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE'(NOA) www.miamidade.gov/economy
DAB Door Company,Inc.
12195 NW 98"Avenue
Hialeah Gardensi 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 and accepted by Miami-Dade County RER-Product Control Section to be
used in Miami Dade County and other areas where allowed by the Auklioiity Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(Itl
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product a
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, thr
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 determin9d
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of tie
applicable building code. _
This product is approved as described herein, and has been designed to comply with the Florida Building Cooe,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master@ Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option (DP+36.0,44.0 PST)
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product
Control renewal 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/series
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 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 sha11 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#14-0814.10 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.
NOA No, 15-0304.01
MIAMI•DADECOUNTY Expiration Date:July 21,2020
zi a oApproval Date:April 23,2015
04�1(o j2�I S Page 1
M
L
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS -
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted tinder NOA #11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.BETI-07-4200, dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94, of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.RETI-11-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA #05-0228.02"
4. 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 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
b. 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 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report No.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
1: Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
E-1
s
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#11-0414.12"
2. Anchor verification calculations-prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated_04/07/2011,signed and sealed by Javad Ahmad,P.E..
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq;P.E.
"Submitted under NOA#09-0128.02"
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 Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No.11-0926.06, issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
5. Notice of Acceptance No. 10-1129.04,issued to Cellofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NDA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G 155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing, Inc.,Report No.HETI 04-A002, dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by-
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
I
8. 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 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 51h edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,.signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:.April 23,2015
p 7-1/2" X 2-1/4" X 18 GA. ------ PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" (n
GALV. STEEL CENTER HINGE 0 �� STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER o
p W/ (4) X14 X 5/e" SMS `� -FASTENED TO END STILE WITH TO BE INSTALLED AT m a
WITHOUT DELRON SLEEVE (STD.) O O 1 (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE `- 1
p 7-1/2" X 3" X .071" GALV. STEEL I 1 SEE SHEET 3 FOR 70P BRACKET OPTIONS 0
END ROLLER HINGE O O 1 CENTER STILES Z n
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WITHOUT DELRON SLEEVE (STD.) Q F N
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WITH DELRON SLEEVE (OP1)ONAL) - ��\ -— __ I a 1% O a
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5/8" MIN. LOCK ENGAGEMENT `� [ _ '—-' --„ J j — - —- J1 o° o {1, z N U °
CONFORMS TO SECTION 1008 REGARDING _ i0 g m
GARAGE DOORS _--- r i ----- ---— 1 0 0 0 o Q W
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STD. UFT DOOR LOW HEADROOM n w
TOTAL 0 OF DOOR OPTION i' — — - - � �', Z ~z
DOOR 'U'BARS AT — —=— — _ W rn o
HEIGHT CONSISTS OF EACH DOOR 7-7/6" X 3-1/8" X .010" OPTIONAL VENTS I O
6'-6" 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE (3) 5' WIDE AT 7" O.C. MAX. OPTIONAL FLUSH FACE o O
6'-9' 1 SECTION 15' 3_SECTIONS z1' WITH (4) X14 X 3/4" SOS OPNG. AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L__A O z=
7' 4 SECTIONS 21'- -- - 16'_2" --_— 0 0 to
7'-3- - CENTER STILE rHcone
DOORS INC. d DO O7 v
7'-6• 5 SECTIONS 18'- INSIDE ELEVATION 6, a cV a
7'-9" 4 SECTIONS 18" 1 SECTION 21" Master® Model 824/811 d O zou7sloE RAISED PANEL EMBOSSED DOOR 8' 3 SECTIONS 18'2 SECTIONS 21' Size 16'-2" X 16'-0" High8'-3" 2 SECTIONS 18'3 SECTIONS 21' HANDLE END STILE window Lite Option
8'-6' 1 SECTION 18' 4 SECTIONS 21" 4 #1�,X 3/4" SELF DRILLING SCREWS MAY BE USED -
8-9' 5 SECTIONS 21'- IN LIEU OF()14 X 5/8" SMS
R GUIDES
9' B SECTIONS 18'- LOOK BADESIGN PRESSURE RATING = + 36.0 PSF c W
9'-3' 5 SECTIONS 18"1 SECTION 21" INSTALLED ON END STILE - 44.0 PSF
9'-6" 4 SECTIONS 18"2 SECTIONS 21" WITH (4) #14 x 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES o„
9'-9' 3 SECTIONS la-,3 SECTIONS 21' O C S TTI r
10' 2 SECTIONS 18'4 SECTIONS 21" 0 18T X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °
o ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE FBC FIFTH EDITION 2014
10'-3" 1 SECTION 18" 5 SECTIONS 21' - ( ) ( )
o ON EACH SIDE OF 000RINCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
10'-9' 6 SECTIONS 18't SECTION21" v 9�
1o'-6" 6 SECTIONS 21'- CENTER STILES SCHEDULE'A'
a OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11' 5 SECTIONS 18'2 SECTIONS 21 CENTER STIU�CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3" 4 SECTIONS 18'3 SECTIONS 21' OPTIONA DOOR WIDTHS d OF CENTER STILES DRESSING OR STUCCO.
11'-6" 3 SECTIONS 18'4 SECTIONS 21" LOCK BAR LOCKING SHOWN ® ®® e'-0'TO s'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL < a
11'-9" 2 SECTIONS 18"5 SECTIONS 21-1 ALTERNATE TO 1o'-O"TO 11'-10' _ _? 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
r12'-9'
1 SECTIONS 18"6 SECTIONS 21". SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL. to a o S c 'i
7 SECTIONS 21"- LOCKS SHOWN ABOVE I 8'-0"TO W-10" 14'-0"TO I5'-10" _ 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD-ONLY. 5 _ z x
6 SECTIONS 18'2 SECTIONS 21" DOOR WIDTHS 15'-11"To 16'-2' S
DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
S SECTIONS 18'3 SECTIONS 21" BUILOING CODE,TAS-202,TAS-201 do TAS-203 FOR.HVHZ AND4 SECTIONS 18'4 SECTIONS 21"
3 SECTIONS 18'S SECTIONS 21' ISI ��I ISI SII III ISI ®� STM E1886-OS/AS71A E1996-09. o 2 SECTIONS 18' 6 SECTIONS 21' Engr.JAVAD AHMAD o p o 1 SECTION 18' 7 SECTIONS 21" CML pg ,.rpym 't,,
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14'-3' 6 SECTIONS 18"3 SECTIONS 21" -' �
14'-6" 5 SECTIONS 18'4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHSIg
14'-s"IS
4 SECTIONS 18'S SECTIONS 21'
15' 3 SECTIONS 18"6 SECTIONS 21' IINII� III' IIII
15'-3" 2 SECTIONS 18'7 SECTIONS 21' 2015 �' drawing no.
15'-6" 1 SECTION 18" 8 SECTIONS 21' -r[— -N 1"I 'i M� �p C�a 02-21
9•SECTIONS 21'- I 12'-0" TO 13'-10"" I 15'-11"TO 16'-2"
16' 6 SECTIONS 18'4 SECTIONS 21" `� DOOR WIDTHS DOOR WIDTHS sheet 1 oftj
POP RIVETS1-1/2" X 1/2" X 1/8"HOR1Z.ANGLE r' m
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. �V o
2-3/4' X 5-1/2-X 3" X .104" ' 5/16" SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, �p
GALV. STEEL / WITH 1-1/4" EMBED INTO MASONRY EX�EEOING 8 Ff_ IN HEIGHT 2" X 2" X 1/8' HORIZ.ANGLE `Y
OF ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 Fr.OR N
FASTENED W/ (6) # 14 X 5/8"S.M_S. - - 11 DOORS WITH INSULATION OR WINDOWS n w
_ SPOT WELDED TO HORIZ. TRACK
14 GA. GALV. STEEL ADJUSTABLE WITH TWO WELDS AT 1-1 2 APART 0
SLIDE FASTENED TO BRACKET Z-1/2" X 4-1 4" X 13 GA. STEEL PLATES / °. a o
W/ 5/16-18 % 3/4" HEX HEAD - - WELDED TO 1-1/2"X 1-1/2" X 14 GA. ANGLE -- q ._J FIRST AT 3' O.C„ REST AT 9'OLE
M. SCREWS 6c NUTS. FASTENED TO TRACK _ __ CONNECTED TO FLAG BRACKET?ANGLE C N o
WITH (4) 1/4-20 SS. BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12° W/ 3/8-16 % J/4" BOLT& NUT 9 p
AND TO SPRING SHAFT'GUIDE WITH 0
TOP BRACKET - - (2) 1/4-20 X 5/8" BOLT& NUT a
(STANDARD) TOP BRACKET j 0 ur
LOW HEADROOM DOOR / 0�1 n
—) 14 GA GALV. STEEL TRACK �.
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ORIZONTAL REINFORCEMENT 0' m o
1/2"X 1-3/4'X .058' FORMED STEEL VERTICAL TRACK 0 (L QQ o
GLUED TO PANEL AND FASTENED TO 2-1/8" X 1"X .OBD" 0 43
VERTICAL STILES WITH SECTION AA
(2) 3/16' POP RIVETS 2"X 5-1/2" % .104' - Q!2 p N
GALV. STEEL Q 3
FASTENED W/ (4) # 14 X 5/8" S.M.S. LL Z N
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS .� M J
HORIZONTAL REINFORCEMENT
1/2"X 1-3/4"X .058" FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 82 B3 B4 I B5 86 B7 B8
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 6'-0' 18" 18' 18" 18i N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" �- —�
-
(2) 3/16" POP RIVETS 6'-6" 21"118' 18"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -
5/16" MEETING RIB 7'-0" 21.121 21" 21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" (i7" -
7'-6" 18" 18" 18" 18" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
PLASTIC/STEEL ROLLERS -
1.82" DIA. X .50" a
-� 8'-0' 21-118- 18" 18" 21"1"TO 2"11-J/4" 23" 34" 45" 56" 67" 78-1/4"
�W/ .44 DIA. X 4-1/4" STEM =w• -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
0 x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
OPTIONAL INSULATIONS: . Z(r N >
BY 'DYPLAST PRODUCTS LLC' o ¢J
EPS-EXPANDED POLYSTYRENE `Ca` o °O w L,
DENSITY 1.05 PCF o m 1.9' X 2.19" X 3.3" X .090" U 2 Y
N.OA X11-0926.07 STEEL TRACK BRACKETS % Z I-Z ,N�°
OR m 2-3/16" HIGH w ao W
ISO-25 POLY-150CYANURATE CONNECTED TO TRACK WITH (n rn O 1
DENSITY = 2.0 PCF ) 1/4"BOLTS & NUTS. / p O 3 4 y
OR
#11-0926.06 �° � �. O Z C7 iO
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BY 'CELLOFOAM NORTH AMERICA' u1
DENSITY = 1.03 PCF / DO rn "
N.O.A. #10-1129.04 m / � Q cV Q ,
OR O _
BY 'INSULFOAM LLC' N
DENSITY = 0.92 PCF m
N.OA X14-0311.08
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14 GA GALV. STEEL
ROLLER HINGES FASTENED n E'
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°
MIN. 024' ROLL FORMED STEEL PANEL p o
DRAWING QUALITY G-40
MIN.YIELD STRENGTH = 39 KSI W
W
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-- WITH PRIMER AND-BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATIONo W o 0
APPLIED TO BOTH SIDES OF STEEL z
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VERTICAL LIFT H LIQ STANDARD LIFT LOW HEADROOM
DOUBLE TRACK °
12 GA GALV. STEEL
BOTTOM BRACKET FASTENED AVAILABLE,TRACK OPTIONS
/ W/ (4) # 14 X 5/8'SMS o
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CIVIL PRUDtJCTREN6WED i
4PE2 r amwyl d with tAe HomoOO BOTTOM SEAL OPTIONS AS 0 Q SEESHEET 5 °O��°O°lpt�(C�d drawing no.
SECTION A—A 02_��
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES
sheet 3 of 5
3 4" REINFORCEMENT f 1 m
IN. 1/2" X 1-3/4"X .058" V�cot
' DGE FORMED STEEL
DIST. $8 X 1"
_ - r z 1-1/2" MIN. SELF DRILLING SCREWS $8 X 1" o'
o� 2 I GE DIST. o i OR
m 3/16" 'RIVEX' STEEL RNETS SELF DRILLING SCREWS z n w
'3N \m I \ o MULOR
TIGRIP W/AT 48"OME HO.C.EAD3116' 'RIVE)' STEEL RIVETS Or iK
o MULTIGRIP W/DOME HEAD �'F N 0
AT 48'O.C. IL
REINFORCEMENT G
1/2° ) i-3/4'X .058" _ 0 0
FORMED STEEL W v
1/4" DIA. LAG SCREWS i 1/4" DIA. LAG SCREWS O O a'
IN 00 BU AT 62BY " FROM ENDS WOOD BU SAT 6' FROM ENDS a D �` '
AND 15" O.C. MAX. 1 i AND 15'O.C. MAX. - H
W-STRIP ADAPTER 0 w M o
ALUMINUM c�
STEEL
RIP ADAPTER O M Q
RUBBER W'STRIPPING RUBBER W'STRIPPING 0 N
Q W 3 LL N
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050 '\�- 1 � ,040
22�IL5 2J lS�J.�4 X700 �B Q w rf£ f
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BOTTOM SEAL OPTIONS
OPTION 'A' OPTION '8' W
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT w
w
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN J
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. w U 2
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE'
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING V) Zo7 W iO
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 8 00 p I
3 8 HLC SLEEVE BY HILTI CONC. 1-1/4- B' 2"
3 B" CONFLEX BY 'ELCO FILLED BLOCK 2" 8' 3-3 4" 0O 3< N
38- DYNA90LT BY ITW' CONC. 1-1 2" B' 2-1 2"
STEEL STRUCTURE BY OTHERS _
3 8" POWER-BOLT BY POWERS' CONC. 2" _ B' 2" o 0
5/16- X 1-5/8- •MUST SUPPORT THE LOADS IMPOSEDLO¢¢ o
3/8'LAG SCREWS BY DOOR SYSTEM SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1 2" 8" 3" 0] Ol J „
AT 12" O.C. CONCRETE I'C = 3000 PSI MIN. Q N Q J
5/16" DUI. BOLTS C-90 GROUT FILLED BLOCK T'm 2000 PSI MIN.
_ WITH WASHER & NUT -
WOOD BUCK CONNECTION TO MASONRY ,°� AT 12" D.C. MAX. EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH
w
1/4" ULTRACON BY 'ELCO' WITH SPACING OF
12" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4' MIN. EMBED - 8
13" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED I 1-1 4"X 2-1/2' X 14 GA I o ' I5
2-1/2" MIN. EDGE DISTANCE 1-1/2" 1-1/2' `—CONY. STEEL ANGLE 1-1/2"
1/4"TAPPER BY 'POWERS' WITH SPACING OF 12 GA. GALV. STEEL u s g
o
11" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2' MIN. EMBED FLAT BRACKETS t3' LONG 2-1 8" X 1° X 14 CA.
13"D.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED 1/16' X 2-1/2' AT 12"O.C. IN DOOR OPNG. b u
3' MIN. EDGE DISTANCE FILLET WELDS GAL. STEEL TRACK
AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8" CONFLEX BY 'ELCO' OR CONNECTED TO CONT. ANGLE W/ (2) 1/4-20X5/8"TRUSS H0.
3/8" UDT BY'ITW' WITH SPACING OF W/ (3) SPOT WELOS AT EACH SIDE SLOTTED M.S. & LOCK NUT Tn
23" O.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED Q O N m^a
3" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK •j '- ^o 0
3/8"HLC SLEEVE BY 'HILTI' WITH SPAGNG OF � c
10" O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4' MIN. EMBED, 4" MIN. EDGE DIST. C--
15"D.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2" MIN. EDGE DISTANCE '
Engr. JAVAD AHMAD o 0
PREPARATION OF JAMBS BY OTHERS CIVIL PRODUGTRENEWGD
FLA. PE gg 70592 as gsybv wm die F ces a I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.3538 awmh*CO& y
ADEQUACY Of SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Appp�(g10� B a
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF S J
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY -"
BUILDING OFFICIAL UPON INSPECTION. F1udUCtCafllt♦ drawingiMAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Ft. 20 5 02
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16,16' X 44 PSF)/2 = 355.5 Lbs per FL. sheet 4 of 5
PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 213 OF FBC
24 GA. (.024) STEEL MIN, SEE EVIDENCE PAGE z
LL0
725
1.765 1, IL
0
0 -1
w
7/16-DIA. WASHER 1.144
0 8
21 3/4- L0o w
l
#8 x 3/4- SMS �_'sflo ce 0 w
MAX. 176-� M>
0 3/8-FROM ENDS WOW. WIDTH 0 IL 4
AND 7'O.C. MAX. 0 0 t@
EXTERIOR FRAM INTERIOR FRAM '0
RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION
0 ILI In
(4) #8 X 31e SMS MAX IU Z LL
In 0
co -4
1-3/8' FROM ENDS Q .
AND 6-1/2-D.C. MAX. Z
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175 X .062 DEEP J.: CD
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1/4" POLYCARBONATE LEXAN
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it, NOA#13-0717-01 LL
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Z
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.175 X .062 DEEP IIII DOE]
GROOVE
2
It It:, 1 (4) #8 X 3/4- SMS INSIDE ELEVATION a
f5
U.
1-3/8' FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS 6-Z
AND 6-1/2- O.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 314" SMS
a 3/8' FROM ENDS .175 X .062 DEE - - - - --
it
MAX. ROOVE
AND 4-1/2'D.C. . .0 G
#8 X 3/4-SMS
a 3/8" FROM ENDS
AND 7*O.C. MAX. Engr.JAVAD AHUAD PROWC?nNIMID
CIVIL a-mv1y*%wm*AfwA
FLA. PE# 705 2
-.*--
7/16- DLA.WASHER
�j CAN.3538 A
DOOR PANEL EXTERIOR av 2-L
DOOR PANEL 24 GA. (.024) STEEL MIN.- 15/16- MIN. D.L. OPG_ PlIft P, drawing no.
24 GA. (.024) STEEL MIN. GLAZING SITE 02-21 ,
WINDOW WIDTH sheet 5 of 5