HomeMy WebLinkAboutPRODUCT APPROVAL MIAM[•DADE 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 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 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 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: Hurricane Master Model 824/811 Steel Sectional Garage Door up to 9'•-4"Wide w/
Window Lite Option (DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT: Drawing No. 01-09,titled"Sectional Garage Door", sheets 1 through 5 of 5,
dated 02/01/2001, with last revision K dated 03/21/2016, 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 Iogo,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 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# 15-0317.02 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.
NOA No. 16-0330.02
MIAMI•QAQ; UNTYINExpiration Date: August 9,2021
Nei 1_1110W Approval Date: June 23,2016
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09, titled "Sectional Garage Door", sheets 1 through 5 of 5, dated
02/01/2001, with last revision K dated 03/21/2016, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS "Submitted under NOA #09-0128.04"
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 2411 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering &
Testing, Inc, Test Reports No. HETI-08-2149AB, dated 06/27/2008, signed and
sealed by Candido F. Font, P.E.
"Submitted under NOA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08-T182, prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 01-0516.03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door", prepared by Hurricane Engineering
& Testing, Inc.,Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medina, P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on "Sectional Residential Garage Door",prepared by Hurricane
Engineering & Testing, Inc., Report No, HETI 01-969, dated 01/18/2001, signed and
sealed by Hector M. Medina, P.E.
5. 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.
Carlos M. Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date: August 9,2021
Approval Date: June 23,2016
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA #14-0814.04"
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.
"Submitted under NOA #09-0128.04"
2. 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.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their Lexan
Polycarbonate Sheet Products, approved on 12/10/2015 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. 15-1203.04, issued to Cellofoam North America hie, for
their Expanded Polystyrene Block Insulation, approved on 03/17/2016 and
expiring on 02/24/2021.
"Submitted under NOA #05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material',prepared by Hurricane Engineering&
Testing, Inc., Report No. 14ETI 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 hie., ReportNo.HETI 04-T251,dated 11/29/2004 signed
and sealed by 1. Ghia,P.E.
S. 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
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016, signed and sealed by Javad hmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date:August 9,2021
Approval Date: June 23,2016
E-2
7-1/2" X 3" X .071" GALV. STEEL TOP FIXTURE 5-1/2" X 2-3/4" X 0.1" o
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/ NUT o
W/ (8) #14 X 5/8" SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER I
WITHOUT DELRON SLEEVE (STD.) O �\ (6) #14 X 3/4" SELF DRILLING SCREWS TO BE INSTALLED AT EM
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T-9' 4 SECTIONS 18" 1 SECTION 21" STEEL PLATE MAX. DOOR WIDTH
8' 13 SECTIONS 18" 2 SECTIONS 21" WITH (2) #14 X 5/8" SMS O
8'-3" j2 SECTIONS 18" 3 SECTIONS 21" �
8'-6" 1 SECTION 18" 4 SECTIONS 21"
W-91' 5 SECTIONS 21' - BRACKET BRACKET INSIDE ELEVATION
S. 6 SECTIONS 16' - STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR D w
9'-3" 5 SECTIONS IS- i SECTION 21" DOOR OPTION
9'-6" j4 SECTIONS 1H" Z SECTIONS 21" m m
W-9" 3 SECTIONS 18" 3 SECTIONS 21" 7-7/8" X 3-1/8° X .010"
10' 2 SECTIONS 18" 4 SECTIONS 21" STEEL PLATE DAB DOORS INC, o,
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10'-3' 1 SECTION 18" 5 SECTIONS 21" Hurricane Master® Model 824�811 z z
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0'-6' 6 secnONs 21" - Max. Size 9'-4" X 16'-0" High o
Io'-9" 6 SECTIONS 18" 1 SECTION 21" OUTSIDE #14 X 3/4" SELF DRILLING SCREWS MAY 8E USED,
HANDLE, END STILE IN LIEU OF 14 X 5 8 SMS With Window Lite Option �z z z °zl
11' j5 SECTIONS 16" 2 SECTIONS 27" # / "
if-3" 4 SECTIONS 19" 3 SECTIONS 21" DESIGN PRESSURE RATING = + 50.0 PSF
11'-6' 3 SECTIONS 18" 4 SECTIONS 21" THIS PRODUCT S RATED FOR LARGE MISSILE IMPACT
11'-9" 2 SECTIONS 18" 5 SECTIONS 21" LOCK BAR GUIDES - 60,0 PSF o m m o o n
12' 1 SECTIONS 18" 6 SECTIONS 21" INSTALLED ON END STILE 0
r-3" SECTIONS 21' - W rH (a) #ia x 5/8" sMs GENERAL NOTES PRODUCT RENEWED s
12'-6' J6 SECTIONS 1B" 2 SECTIONS 21" Q as complying with the Florida 0 . - Y
12'-9" 5 SECTIONS 18" 3 SECTIONS 21'• .18T X .5W LOCK BAR 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Building Code 0
13, 4 SECTIONS 18" 4 SECTIONS 21'• ENGAGES IN TRACK REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING NOA-No. 16-0330.02 -
13'-3" 3 SECTIONS 1B" 5 SECTIONS 21" ON EACH SIDE OF DOOR HIGH VELOCITY HURRICANE ZONE (HVHZ). 111111111//I
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13'-6" 2 SECTIONS 18-16 SECTIONS 21" Expiration 08/09/2021 \ I�G o
13'-9' 1 sewoN 18" SECTIONS 21" OUTSIDE KEYED LOCK (OPTIONAL) 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ..pps�i n
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
14' e SECTIONS 21-1-__ LOCK BAR LOCKING SHOWN DRESSING OR STUCCO.
14'-3' 6 SECTIONS IS" 3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Miami-D d Product Control Q592 ti m p a
14'-6" 5 SECTIONS 18" 4 SECTIONS 21" LOCKS SHOWN ABOVE 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN �} ''j/v - `6' x
14'-9' 4 SECTIONS 18" 5 SECTIONS 21" v°
15, 3 SECTIONS 18" 6 SECTIONS 21" THESE DEFAILS ARE NOT PART OF THIS APPROVAL. :� �; O
5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - 5 TE OF dr0wing no.
15'-3' 2 SECTIONS 18" 7 SECTIONS 21" ® • �P.;
15'-6" 1 SECTION 18" 8 SECTIONS 21" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA i�� '•.,<ORIDA. •p���„ 01 09
15'-9' 9 SECTIONS 21" - BUILDING CODE, TAS-202, TAS-201 & TAS-203 FOR HVHZ AND ��/�t�
16' 6 SECTIONS 18" 4 SECTIONS 21" ASTM E1886-05/ASTM E1996-09. /��l®®���11�1�T\ Sheet 1 of 5
24 GA. STEEL PANEL i IQ
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' -
5/16" X 1-5/8" LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE rENDTILE
(FULLY THREADED) POSITIONED AT EYE LEVEL p
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OPTIONAL sroP MouLOwc ANCHORS AT TRACK BRACKET. o
A) JB' DIA. POWER-BOLT BY 'POWERS' w j
BY DOOR INSTALLER Q
FOR CONNECTION OF WOOD BUCK 2" MIN. EMBED INTO CONCRETE
TO MASONRY SEE NOTE ON SHEET 4 1-7/8" MIN. EDGE DISTANCE
61 PER HINGE6M5 3/4" X 2' X 2-7/2" X 18 GA. STEEL B) 3/8• DIA q S EVE BY 'HILTI' p Z z
END STILE, CONNECT TO PANELS WITH coOJ
1/2" X 1-3/4" X .059" FORMED STEEL FLAPS AND 3/16" ALUM RIVETS 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q V) M o I
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE z Of 4 N
055 S.G EDG DIST., END STILE WITH 3/16" POP RIVETS ® 12" O.C. 4" MIN. EDGE DISTANCE INTO FILLED BLOCK O
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1-7/8" X 2-5/8" X .045 STEEL EDGE CONCRETE Pc = 3000 PSI MIN. (w!1 m W o
-CENTER STILE, GLUED AND RIVETED C-90 GROUT FILLED BLOCK f'm = 2000 PSI MIN.
DISTANCE Q Q
< ; TO PANEL W/ (4) 3/16" RIVETS L
POP RNETS
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1.9° X 2.19" X 3.3" X .102" /(I) PER BRACKET aaIIz z z z
STEEL TRACK BRACKETS T(OPTIONAL)
SEE SHEET 3 FOR BRACKET SPACINGSEE SHEET 3 FOR SPACING 0 0 0 0 0
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1/4-20 SS BCLT & NUTIE
7-1/2" X .071" GALV. STEEL7
CENTER HINGE 7-1/2" X 3" X .071°SECTION B-S END ROLLER HINGE
SHNUT �ISHAFTPRODUCT RENEWEDSTEEL TRACK INTERIOR SIDE 1.82" DIA- X .50" STEEL ROLLERS (STD.) 9 �)oEN1.82" DIA. X .50" NYLON ROLLERS (OPTIONAL) as complying with the Florida14 GA. X 2-1/8" 2,75" DIA. X .50" STEEL ROLLERS (OPTIONAL) Building Code - 0.7059212 GA X 3-5/16" NOA-No. 16-0330.02
FASTENED TO TRACK PLATES 2,75" DIA. X .50" NYLON ROLLERS (OPTIONAL)
W/ 1/4-20 X 5/8" TRUSS HD, WITH 5" STEM Expiration 08/09/2021
SLOTTED M.S. & LOCK NUT dra wing no.
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POP RIVETS 2 X 2 X 1/8" HORIZ. ANGLE a
5/16" X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ. TRACK o
2-3/4" X 5-1/2" X 3" X A04" 5/16" SLEEVE ANCHORS CENTER SUPPORT REQD. ON DOORS WITH TWO WELDS AT 1-1/2" APART mo
GALV. STEEL WITH 1-1/4" EMBED INTO MASONRY EXFEEDING 8 FT. IN HEIGHT FIRST AT 3" O.C. Im I
*FAST
BRACKET ON EACH SIDE 3 PER BRACKET I A REST AT 9" O.C,
(6) # 14 X 5/8" S.M.S. _ _ II - CONNECTED TO FLAG BRACKET ANGLE Z w
K. GALV. STEEL ADJUSTABLE W/ 3/e-16 X 3/4" BOLT & NUT ® I„ 4
STENED TO BRACKET 2-1/2' X 4-1/4" X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH6-18 X 3/4" HEX HEAD _ _ WELDED TO 1-1/2" X 1-1/2" X 14 GA. ANGLE -- A - (2) 1/4-20 X 5/8" BOLT & NUTZ WS & NUTS. FASTENED TO TRACKOp ` oTOP BRACKET WITH (4) 1/4-20 SS, BOLT & NUTS - -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" ® N(STANDARD) CLTOP BRACKET '(OPTIONAL) 2-7 BVERT1CAX T. A0K Li
LOW HEADROOM DOOR 14 GA. GALV. STEEL TRACK / "
= SECTION A-A Q ¢ -in o°
N w HORIZONTAL REINFORCEMENT Q a p Q �{
o 1/2" X 1-3/4" X .059- FORMED STEEL 2" X 5-1/2' X .104" Q w t
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w GLUED TO PANEL AND FASTENED TO GALV. STEEL a+ U) U1 0 0
m z VERTICAL STILES WITH FASTENED W/ (4) # 14 X 5/8" S.M.S. x z �
d (2) 3/16" POP RIVETS TOP ROLLER BRACKET FOR LL W 0
Low HEADROOM DOOR OPTION DOOR * SECTION HEIGHTS BRACKET PLACEMENTS
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HORIZONTAL REINFORCEMENT HEIGHT 1ST12ND 3RD14TH15TH 81 B2 B3 B4 95 B6 B7 38 Z w
1/2" X 1-3/4" X .059" FORMED STEEL 6'-0" 18" 18" 18" 18" N/A 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" - Q` iu M ~
GLUED TO PANEL AND FASTENED TO12 _ O
VERTICAL STILES WITH 6'-6" 21' 18" 1 N/A 1" TO 2" 11-3/4" 23' 34' 45' 56" 67"
(2) 3/16" POP RIVETS 7'-0" 21" 21" Ea"
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N/A 1" TO2" 11-3/4" 23" 34" 45" 56" 67" -
7'-6" 18" 18" 18" 1" TO2" 11-3/4' 23" 45" 56" 67" 78-1/4"
5/16" MEETING RIB 8'-D' 21"I 18" 21" 1" TO 2" 11-3/4" 23" 34" 45" 56" 67" I78-1/4"
1.82" DIA. X .50" ROLLERS *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM f
FOR DOORS MORE THAN 8 Fi. HIGH. USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O o
W/ .44 DIA. X 4-1/4" STEM w 0 O
= w C
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OPTIONAL INSULATIONS: z o (D
BY 'DYPLA5T PRODUCTS LLC' w 0
EPS-EXPANDED POLYSTYRENE 0 m 1.9" X 2.19' X 3.3" X .090" Q Z Uj N
DENSITY = 1.05 PCF STEEL TRACK BRACKETS CD
N.O.A. #11-0926.07 2-3/16" HIGH J f of L
OR m CONNECTED TO TRACK WITH ! Q N n I
ISO-25 POLY-ISOCYANURATE ) 1/4" BOLTS & NUTS. O O a iO
DENSITY = 2.0 PCF C7 m
O N.O.A #ti-0926.06 m - U O Z =
m w _ _ OR L O �T14 0
BY `OELLOFOAM NORTH AMERICA! V)I m m
DENSITY = 1.03 PCF M d N G
- N.O.A. #15-1203.04 m = r
OR
BY 'INSULFCAM LLC'
DENSITY = 0.92 PCF m
+ N.O,A_ #14-0311.08 ro w
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14 GA. GALV, STEEL � w a
ROLLER HINGES FASTENED m
W/ (4) #14 X 5/8" SMS m o F o 0
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MIN. .024' ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40 $ o g
MIN, YIELD STRENGTH = 34 KSI w < " K
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION o � m
POLYSTER PAINTED TOP COAT
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APPLIED TO BOTH SIDES OF STEEL
_ VERTICAL LIFT HIGH LIFT STANDARD LIFO LOW HEADROOM
° w DOUBLE TRACK > Io
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a AVAILABLE TRACK OPTIONS ` Y
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12 GA. GALV. STEEL
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BOTTOM BRACKET FASTENED ````N11®I 1i,2/ ! o 0
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PRODUCT RENEWED �` �� �� NSF'•® '� s
as complying with the Florida
Building Code _ o.70592
O BOTTOM SEAL OPTIONS NOA-No. 16-0330.02
SEE SHEET 4 Expiration to
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SECTION A-A
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REINFORCEMENT 1 m
3 IN. 1/2" X 1-3/4" X .058" �o
DOE #8 X 1" FORMED STEEL
_ DIST. SELF DRILLING SCREWS
1-1/2 MIN. OR #8 X 1" ,` o
F DIST. o 3/16" 'RIVEX' STEEL RIVETS SELF DRILLING SCREWS ®
GE ~ h
aN MULTIGRIP W/ DOME HEAD 3/16" 'RIVEX' STEEL RIVETS z
3m \ w \ rma AT 48" D.C- MULTIGRIP W/ DOME HEAD LU Z N
i w 3 nAT 48" O.C. Q dREINFORCEMENT1/2" X 1-3/4" X .058" ® ° 0`' 0
FORMED STEEL a tY x
1/4" DIA. LAG SCREWS AF 6 DIA LAG SCREWS G
WOOD BU i AT 6" FROM ENDS WOOD BU AT 6" FROM ENDS ® U N LL
1 AND 19" O.C. MAX. I AND 19" D.C. MAX.
1 i o R LLr
W'STRIPALUM ALUMINUM W'STRIP ADAPTER MO �M o
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RUBBER W'STRIPPING RUBBER W'STRIPPING �, X Z O N
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BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
Of no
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) p
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THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Ld ro
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN I CD Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. - Q 1i-
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE _ - ANCHOR SPACING Of U = <r
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 0 Z ~ Z
3/8" HLC SLEEVE BY 'HILTI' CONC. 1-1/4" 8" 1-5/8" J OD wo
3 8" HLC SLEEVE BY 'HILTI' FILLED BLOCK 1-1 4" all 4" Q
3/8" DYNABOLT BY 'ITW' CONC. 1-1 2" all 2" ZO Q
STEEL STRUCTURE BY OTHERS 3 e" DYNABOLT BY 'ITW' FILLED BLOCK 1-1 2" I 8" 2-1/4"
5/16" X 1-5/8" 3/8" POWER-BOLT BY 'POWERS' CONC. 2" 8" 1-7/8" U p Z 2 ,n
LAG SCREWS MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY 'SIMPSONS' CONC. 1-1 2" 8" 1-7/8" W 'n Q
AT 12" O.C. BY DOOR SYSTEM m rn J �.
CONCRETE f c = 3000 PSI MIN. ZPSIMIN.
I Q N Q
C-90 GROUT FILLED BLOCK f'm _
- 5/16" DIA. BOLTS
WOOD BUCK CONNECTION TO MASONRY n' WITH WASHER MAX.NUT 0
\"� � - �AT 12" O.C. A EDGE DIST. I
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I o
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1 11
w < w
1/4" ULTRACON BY -ELCO' WITH SPACING OF I Flo N
16" O.C. INTO GROUT FILLED BLOCK WALL, WITH 2-1/4" MIN. EMBED
16" O.C. INTO 3000 PSI CONCRETE, WITH 1-3/4" MIN. EMBED o r
I 1-1/4" X 2-1/2" X 14 GA
2-1/2" MIN. EDGE DISTANCE I O
1-1/2" 1-1/2" CONT. STEEL ANGLE
1/4" TAPPER BY 'POWERS' WITH SPACING OF rc a i
14" D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/2" MIN. EMBED 12 GA, GALV. STEEL
16" O.C. INTO 3000 PSI CONCRETE, WITH 1
EMBED"4 MIN.1-3 FLAT BRACKETS 2-1/8" X 1" X 14 GA. ae1i z w o 0
/ /16" X 2-1/2 A RACTS t3" LONG GALV. STEEL TRACK
3" MIN. EDGE DISTANCE FILLET WELDS AT 12" O.C. IN DOOR OPNG. FASTENED TO TRACK PLATES
318" CONFLEX BY 'ELCO' OR AT 12" O.C. MAX. AT 18" O.C. ABOVE DOOR OPNG. W/ (2) 1/4-2OX5/8" TRUSS HD.
CONNECTED TO CONT. ANGLE SLOTTED M.S. & LOCK NUT
3/8" LOT BY 'ITW' WITH SPACING OF
24" D.C. INTO 3000 PSI CONCRETE, WITH 2-1/2" MIN. EMBED W/ (3) SPOT WELDS AT EACH SIDE a _
2" MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK a O q M N
3/8" HLC SLEEVE BY 'HILTI' WITH SPACING OF TO WOOD BUCK TO STEEL 70 CONCRETE AND FILLED BLOCK 'v
8" D.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4" MIN. EMBED, 4" MIN. EDGE DIST.
18" O.C. INTO 3000 PSI CONCRETE, WITH 1-1/4" MIN. EMBED AND
2-1/2" MIN. EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERS • A o
PRODUCT RENEWED EN,
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as complying with the Florida - - - o ..
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Building Code 0522 :1 v a n
BY DOOR SYSTEM. NOA-No. 16-0330.02
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY ExpirationD to 08/09/2021 --0 O
BUILDING OFFICIAL UPON INSPECTION. ®',• n7E OP ;��� drawing (ono.
By i'��a ' ..<OR10P.rp�`` 01
f —09
MAXIMUM MAXIMUM INTERIORE (()) LOOAAD PER JAMB (9933' X 60 PSF)/2 = 279.9 Lbs perr FL Miami- Product Control
LD PER JAMB NNE
/Iry11111\\\ sheet 4 Of `j.
* PLASTIC COMPLIES WITH m
DOOR PANEL CHAPTER 26 OF FBC ��
I
24 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE o
0 M � w
n iQ a
1.765 1.725 Q a z A j
n! W
Oo 0
7/16" DIA. WASHER 1.144 C W N �5
n w w
i II 0 1-- I=ph
C #8 X 3/4" SMS 21 3/4" p >m a
II II ® 3/8' FROM ENDS MAX. .176 I� w— 800 Q Q a
O 1I I I AND 7" O.G. MAX. WDW. WIDTH
a * EXTERIOR FRAME * INTERIOR FRAME m y
0
j " 18 1/6" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w 7 N
- 1 (4) #8 X 3/4" SMS ;r x o MAX. a w N _ o
® 1-3/8" FROM ENDS m
AND 6-1/2" O.C. MAX. o d D.L.O. J W Q J
j II i a p 2 'M, - w
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fill ,175 X .062 DEEP "
IIII GROOVE
00
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O1/4" POLYCARBONATE LEXAN �' W r7
BY 'SABIC INNOVATIVE PLASTICS' _ w >
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IIII
i'
.175 X .062 DEEP
IIII GROOVE w
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F
(4) #8 X 3/4" SMS INSIDE ELEVATION - a
® 1-3/B" FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS N
o o
AND 6-1/2" O.C. MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I #8 X 3/4" SMS
C
13I 1 I ® 3/8" FROM ENDS .175 X .062 DEEP < ^ ,,.,
B i AND 4-1/2" O.C. MAX. GROOVE o o
/ \ >
vv i l #8 X 3/4" SMS
® 3/8" FROM ENDS
AND 7" o.c. MAX. r4-17
_ PRODUCT RENEWED
7/16" DIA. WASHER \ - - - - - - - as complying with the Florida `` GEN�SF'•.• n i
Building Code
NOA-No. 16-0330.02 = 0592 w v a
DOOR PANEL Expiration D 08/09/2021
24 GA. (.024) STEEL MIN. EXTERIOR
DOOR PANEL 15/16" MIN. D.L. OPG. BY 'CIS%"✓ .® '. A7E OF �(q�\ drawing no.
24 GA. .024 STEEL MIN. p '
( ) GLAZING BITE Miami- Product Control i q
—09
WINDOW WIDTH /�� ®�A
��I�nnL+1N� sheet 5 of 5