HomeMy WebLinkAboutUpdated Product Approval RECEIVED v-1 •�-���� �®��
MAR 0 7 2022 �i
M IAM I-DADE
St.Lucie CountY
MIAMI-DADE COUNTY
®LaUULM Permitting 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.aov/economy
DAB Door Company,Inc.
12195 NW 981'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 notbe valid afterthe 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
manufacturerwill incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use o f
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 16ft-tin Wide with
Window Lite Option(DP+36.0,—44.0 PSF)
APPROVAL DOCUMENT: Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with revision M dated 07/20/2020,sheets 1 through 5 of 5,preparedby Al-Faro oq
Corporation, signed and sealed by Jalal Farooq, 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/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,linstallation
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 affectingtheperfonnance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision ox change in the
materials,use,and/or manufacture oftheproductorprocess. Misuse of this NOA as an endorsement ofanyproduct, 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 atthe job site attherequest of the Building Official.
This NOA revises NOA#20-0107.06 and consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4,
as well as approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 20-0901.25
MIAMI•DADECOUNTY Expiration Date: July 21,2025
Approval Date: December 03,2020
Page 1
I
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS "Submitted under NOA#17-1018.12"
1. 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 A1-
Farooq Corporation,signed and sealedby JavadAhmad,P.E.
B. TESTS "Submitted under NOA#11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FB C,
TAS 202-94, of "DAB 824 Sectional Residential Garage Door" prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4200, dated05/02/2007,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 TestperASTM E8-08 of"Sectional Residential Door(skin)",prepared
by Hurricane Engineering & Testing Inc, Report No. HETI-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.,Rep ort
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'i'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.
6. Test Report on Tensile Test perASTM 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 ASTMB117ofapaintedG-40steelpanels,
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-FaroogCorporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.25
Expiration Date July 21,2025
Approval Date: December 03,2020
E-1
it
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-FaroogCorporation,complying with F.B.0
2007,dated 04/07/2011, signed and sealed by JavadAhmad,P.E.
3. Anchor verification calculations prepared by Al-Faroog 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"
i
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER).
I
E. MATERIAL CERTIFICATIONS
1. Notice of AcceptanceNo.13-0717.01,issuedto 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 AcceptanceNo.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 AcceptanceNo.11-0926.06,issuedto Dyplast Products, LLC, for their Dyplast
ISO-Cl Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
m 5. Notice of Acceptance No.10-1129.04,issued to Cellofoallorth America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted under NOA #05-0228.02"
6. 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 09/27/2004,signed and sealed by Rafael E.Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material"I prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
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. 0 4-
761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted underNOA#14-0814.10"
1. Statement letter of code conformance to the 51 edition(2014)FBC andno 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. 20-0901.25
Expiration Date: July 21,2025
Approval Date: December 03,2020
E-2
DAB Door Company, Inc.
NOTICE OF ACCEPTANCE:EVIDENCE SUB
2. EVIDENCE SUBMITTED IN PREVIOUS NOA#20-0107.06
A. DRAWINGS "Submitted under NOA #17-1018.12"
1. Drawing No. 02-21, titled "24 GA.Roll Formed Steel Sectional Garage Door", dated
09/10/2002, with revision L dated 10/03/2017,sheets 1 through 5 of 5,prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. CALCULATIONS
1. None.
i
C. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
D. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 17-0221.06, issued to Insulfoam, LLC,for their Insulfoam
Expanded Polystyrene Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 16-1108.04, issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 15-1203.04, issued to Cellofoam North America Inc, for
their Expanded Polystyrene Block Insulation, expiring on 02/24/2021.
4. Notice of Acceptance No. 15-0915.08, issued to SABIC Innovative Plastics, for their
Lexan Sheet Products, expiring on 07/17/2018.
E. STATEMENTS
1. Statement letter of code conformance to the 6111 edition (2017)FBC,prepared by Al
Farooq Corporation, dated 12/23/2019,signed and sealed by Javad Ahmad,P.E.
F. OTHER
1. This NOA renews NOA#17-1018.12.
�Xj
Carlos M.Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.25
Expiration Date:July 21,2025
Approval Date: December 03,2020
E-3
I
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. NEW EVIDENCE SUBMITTED.
A. DRAWINGS
1. Drawing No. 02-21, titled "24 GA. Roll Formed Steel Sectional Garage Door", dated
09/10/2002,with revision M dated 07/20/2020,sheets 1 through 5 of 5, prepared by Al-
Farooq Corporation, dated 11/16/2020,signed and sealed by Jalal Farooq,P.E.
B. TESTS
1. None.
I
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 19-0129.06, issued to Insulfoam, LLC, for their Insulfoam
Expanded Polystyrene Preformed Block Type I Insulation, expiring on 11/29/2022.
2. Notice of Acceptance No. 17-1207.04, issued to Dyplast Products, LLC, for their
Dyplast ISO-Cl Polyisocyanurate Rigid Foam Insulation, expiring on 01/11/2022.
3. Notice of Acceptance No. 18-0918.06, issued to Plaskolite, LLC, for their TUFFAK
Polycarbonate Sheets,approved on 01/15/2018 and expiring on 8/27/2022.
F. STATEMENTS
1. Letter of conformance to FBC 2020 (7th Edition) and FBC 2017 (6th Edition),
prepared by Al Farooq Corporation, dated 07/15/2020, signed and sealed by Jalal
Farooq, P.E.
Carlos M.Utrera, P.E.
Product Control Examiner
NOA-No. 20-0901.25
Expiration Date: July 21,2025
Approval Date: December 03,2020
E-4
7-1/2'X 2-1/4"X 18 GA -- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1'
GALV. STEEL CENTER HINGE '�O `, STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER #14 X 3/4'SELF DROL7SC—
W1 �MAY BE USED(4) d14 X 5/8" SMS / \ FASTENED TO END STILE WITH TO BE INSTALLED ATWITHOUT DELRON SLEEVE (STD.) IN DELI OF B74 X 5/8' N
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(3) 5°WIDE AT 7"O.C. MAX. w 3 `o v1
6'-9' 1 SECTION 18' 3 SECTIONS 21' WITH (4) #14 X 3/4' SDS OPNG.AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L—A 0 Z N
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7'-6' S SECTIONS 18"- CENTER STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT INSIDE ELEVATION DOOR TESTED
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8' 3 SECTIONS iB'2 SECTIONS 21" HANDLE GENERAL NOTES
8'-J" 2 SECTIONS'16'3 SECTIONS 21' —�
8'-6' 1 SECTION 18' 4 SECTIONS 21• END STILE DAD DOORS INC. I.THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
8'-9' S SECTIONS 21"- REQUIREMENTS OF THE 2017(6TH EDITION)/2020(7TH EDITION)FLORIDA
s' 6 SECTIONS 16'- Hurricane Master®Model 824/811 BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
9'-3• 5 SECTIONS 18'1 SECTION 21' LOCK BAR GUIDES Max. Size 16'-2' X 16'-0" High 2.ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS
JINS-TA—LLED ON END STILE With Window Ute Option
W-6' 4 SECTIONS Is-2 SECTIONS 21' P AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE r.c
3 SECTIONS Is'3 SECTIONS 21" WITH (4) #14 X 5/8" SMS MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O g
10' 2 SECTIONS IS'4 SECTIONS 21• n 4 X .6W LOCK BAR DESIGN PRESSURE RATING = + 36.0 PSF3.A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. g
10'-3' 1 SECTION 18' S SECTIONS 21' 0 GES IN TRACK 4.MATERIALS INCLUDING BUT NOT UNITED TO SrEEL/METAL SCREWS,THAT W o O
10'-6' 6 SECTIONS 21'- 9 ON EACH SIDE OF DOOR - 44.0 PSF COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE <i
10'-9' 6 SECTIONS 18' 1 SECTION 21' CENTER STILES SCHEDULE'A' REQUIREMENTS OF THE 2017/2020 FLORIW BLDG.CODE&ADOPTED STANDARDS Ow u o o?a
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11' 5 SECTIONS 18`2 SECTIONS 21' CENTER STILES CONFIGURATION 5.THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
11'-3' 4 SECTIONS 18'3 SECTIONS 21' OPTIONAL DOOR WIDTHS I®OF CENTER STILES FOR A SITE SPECIFIC PROJECT,1-LIFE SAFETY OF THIS PRODUCT,ADEQUACY
11'-8' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®� ® 8'-0'TO 9'-10' 2 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
1 V-9' 2 SECTIONS 18'S SECTIONS 21" ALTERNATE TO 10'-O"TO 11'-10' 2 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, c m u
12' 1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT t2'-o"TO 13'-10' J AND TO BE REVIEWED BY BUILDING OFFICIAL. .°m a S d
12'-3' 7 SECTIONS 21"- LOCKS SHOWN ABOVE I 8'-0"TO 9'-10" 14--0"TO 15'-10' 4 6.MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION r
12'-6' 6 SECTIONS 18'2 SECTIONS 21• o o Y a
12'-9' S SECTONS 18'3 SECTIONS 21' DOOR WIDTHS 15'-11'TO 16'-2" 5 IN ACCORDANCE WITH SECTION SECTION
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IL// GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHT 2"X 2'X 1/8'HORIZ.ANGLE I
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FT,OR o
FASTENED W/(6) # 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS w m
14 GA GALV.STEEL ADJUSTABLE _ SPOT WELDED TO HORIZ.TRACK 0 bpi
SLIDE FASTENED E BRACKET 2-1/2 X 4-1/4"X 13 GA STEEL PLATES WITH TWO WELDS AT 1-t/2'APART >+
W/5/i6-18 X 3 4'HEX HEAD WELDED TO 1-1/2'X 1-1/2' X 14 GA ANGLE -- A f J FIRST AT 3'O.C.,REST AT 9'O.G 1� L
/ FASTENED TO TRACK _ __ CONNECTED TO FLAG BRACKET(WGLE Q
M.SCREWS&NUTS. WITH 4 1 4-20 SS. BOLT&NUTS __ W/3/8-16 X 3/4'BOLT&NUi �.a O 0
�) / HORIZ.TRACK LENGTH OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH g
TOP BRACKET
(STANDARD) TOP BRACKET (2) 20 X 5/8'BOLT&NUT d
• (oPnoNAL
oR I
LOW HEADROOM DOOR O N r
14 GA.GALV.STEEL TRACK 0 oT M
L_- HORIZONTAL REINFORCEMENT 0'm s N S
1/2"X 1-3/4-X .058'FORMED STEELB VERTICAL TRACK.J 0 p"O QQ .t
GLUED TO PANEL AND FASTENED TO 2-1/6"X 1'X.G80- SECTION A—A 0 o H It:VERTICAL STILES WITH 2'X 5-1/2'X.104'
(2)3/16'POP RIVETS GAIN. STEEL Z J
FASTENED W/ 4) (� 14 X 5/8'S.M.S. a y LL Op
T0�ROLLER BRACKET FOR LL 30 a
LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS J 0 CD
HORIZONTAL REINFORCEMENT L7
1/2'X 1-3/4'X .058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH Bf 82 83 B4 BS B6 B7 88 a m
GLUED TO PANEL AND FASTENED TO 6'-0" 18'18' 18' 1B'N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -
VERTICAL STILES WITH
(2)3/16"POP RIVETS 6'-6' 21"18' 18"21"N/A 1'TO 2"11-3/4" 23' 34' 45" 55' 67' - c N
7'-O" 21'21' 21'21"N/A 1'TO 2"11-3/4' 23' 34" 45' 56' 67' w
5/16"MEETING RIB " m
7'-6" 18' 18" 18' 18' 18`1'TO 2"11-3/4` 23' 34" 45' 56' 67' 78-1/4'
_ PLASTIC/STEEL ROLLERS 8'-0" 21"18" 18' 18' 21"1'TO 2"11-3/4' 23' 34" 45' 56 67' 78-1/4'
1.82' DIA. X .50" m ;n
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
W/.44 DIA X 4-1/4"STEM W cp 00
-n
®, 0 FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. c O
Z In wxo
O N
OPTIONAL INSULATIONS: a o m C
BY'OYPLAST PRODUCTS IIC' O m 1.9'X 2.19"X 3.3"X.090' p Q U_
ISO-25 POLY-ISOCYANURATE STEEL.TRACK BRACKETS ar
DENSITY-ZO PCF m 2-3/16'HIGH e E CO c o
N,OA.#17-1207.04 CONNECTED TO TRACK WITH g O 0) m w
OR ) 1/4'BOLTS&NUTS. c U v I
BY'CEL OFOAM NORTH AMERICA!
DENSITY= 1.03 PCF m 00 Z
N.OA.#15-1203.04 o N o
OR
BY'INSULFOAM LLC'
DENSITY=0.92 PCF m N Q N o
N.O.A.#19-0129.06 U ~
cr � m O
n
®' 14 GA GALV.STEEL m - gg
ROLLER HINGES FASTENED
W/(6)f 14 X 5/8'SMS m o
MIN. .024'ROLL FORMED STEEL PANEL W
_ cg��eRR
DRAWING QUALITY G-40 B E'
MIN.YIELD STRENGTH- 39 KSI -a
WITH PRIMER AND BALED-ON tl`0 C
POLYSIER PAINTED TOP COAT TRACK CONFIGURATION 33
APPLIED TO BOTH SIDES OF STEEL d m>>
a iii v vonr
_ VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM m s a o
DOUBLE TRACK 5 o
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS ttll DOUBLE
BOTTOM BRACKET FASTENED 'j
VGF1J /� o 4
PRODUCT REVISED
as-- -' lyin
�- BOTTOM_SEAL_OPTLONS Building Codewith the Florida IN
SEE SHEET 5 —-_— -
NOA=No. 20=0901
.25---
Expiration Date 07121/2025 --
® 9TA O drawing no.
SECTION A-A By got,
SEE SHEET 2 FOR LOCATION Miami-Dade Product Control / S
OF REINFORCING TRUSSES / ,?0NALj11 V`` sheet 3of 5
3 4" REINFORCEMENT
IN. 1/2'X 1-3/4'X.058'
ext'
GE FORMED STEEL
a
z 1-1/2'MIN. DISi SELF DRILLING SCREWS cv
OR @8 X 1' ,` o
J
co
I E DIST. o I 3/16''RIVED STEEL RIVETS SSE DRIWNG SCREWS ZMULTICRIP W/DOME HEAD 3/16''RIVE%'STEEL,RIVETS W m$ AT 48'O.C. OR
MULTIGRIP W DOME HEAD f to a
1 I N3 AT 48'D.C. L N O
REINFORCEMENT �d �(n
1/2"X 1-3/4'X.058' O
2BY 1/4'DUI.LAG SCREWS 2BY 1/4'pD1A. LAG SCREWS FORMED STEEL ( O 0. yrypI1
WOOD 8 AT 6'FROM ENDS WOOD BU AT 6 FROM ENDS It 0 C LL
AND 15'O.C.MAX. I i AND 15'O.C. MAX.
V ON�
O
1 W'STRIPALUMMINUM W'mIP ADAPTER 0 6'a g
RUBBER W'STRIPPING C o b e
RUBBER W'STRIPPING Q;9 z 0 N
aW�1�
050
N_o
zsa •534 700 oao J o m M
348
�1--1.750—�f� 1.790--I—T O
� N
n
BOTTOM SEAL OPTIONS "' N
BC
N
OPTION 'A' OPTION 'B'
n
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVTIY SG=0.55 MIN.) n
0
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2%6 SYP WOOD BUCK ATTACHMENT C o
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN N 4
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE T
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE Q
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING
ANCHORS I STRUCTURE I EMBED ISPACING EDGE DIST. o C'-' Uj m
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 8' 2' -M O 00i y N
3 8'CONFLEi BY'ELCO FILLED BLOCK 8" 3-3 4' U v I
STEEL STRUCTURE BY OTHERS 3 8'DYNABOLT BY'TIW CONC. 1-1 2 8. 2-1 2 3 O ii
3 8 POWER-BOLT BY DEWP.L CONC. 2' 8' 2' 0 Z N
5/16'X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3 8'SLEEVE-ALL fTr SI1) AL ' CONC. 0
LAG SCREWS BY DOOR SYSTEM
AT 12"O.C. CONCRETE f'c-3000 PSI MIN. m.m.
C-90 GROUT FILLED BLOCK f'mZPSI�IWIN* Q N
5/16'DIA BOLTSN�O r-x r
,'�•'. WITH WASHER&NUT
AT 12'O.C. MAX. O
WOOD BUCK CONNECTION TO MASONRY 1• � � EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 8
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH S
1/4'ULTRACON+ BY'DEWALT'WITH SPACING OF 1. pp
12' O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED $$o^$
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 c R n
2-1/2'MIN. EDGE DISTANCE 1-1/2' 1-1/2' `—CONT.STEEL ANGLE t-1/2' o_ w
1/4'TAPPER BY'DEWALT'WITH SPACING OF 12 GA.CALV.STEEL Q.
11'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1 2'MIN. EMBED FIAT BRACKETS t3'LONG
/ 1/16'x 2-1/2 2-1/B X 1'X 14 GA-
AT u
13'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED Fly.WELDS 12'O.C. IN DOOR OPNG. C.gLV.STEEL TRACK
3' MIN. EDGE DISTANCE AT 18'O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
AT 12'O.C.MAX. CONNECTED TO CONT.ANGLE W/(2 1/4-20XS/B'TRUSS HD.
3/8'CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE SLOTYED M.S.&LOCK NUT
3/8'LOT BY'ITW'WITH SPACING OF c d e o $o^
23'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN. EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o o-
3'MIN.EDGE DISTANCE TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK .N $Lac ^
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF 'd o
10'O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED.4•MIN. EDGE DIST. c x J
15'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION pNUuulfLf 0
2-1/2'MIN.EDGE DISTANCE c
PREPARATION OF JAMBS BY OTHERS
PRODUCT REVISED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as complying
olCodewith the Florida �,1n + e go90 _ �. $ I ^
-ADEOUACY-OF-SUPPORTING-STRUCTURE-TO-SUPPORT-LOADS-IMP Building
OSED _ 1\UV 1 0 L L }1 h
BY DOOR SYSTEM. - NOA-No.__ _20-0901.25
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD, DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY Expiration Date 07/21/2025
BUILDING OFFICIAL UPON INSPECTION. By
/J7� ®'•. ST :• � dTawing no.
Miami-Dade Product Control ��i�• ......
MAXIMUM EXTERIOR(+) LOAD PER JAMB (16.16'X 62 PSF)/2 =291 Lbs per Ft. S
MAXIMUM INTERIOR(-)LOAD PER JAMB= (16.16' X 44 PSF)/2 = 355.5 Lb.per Ft. ''AA�,®fy�� \` sheet¢Of 5
k--i-.290
* PLASTIC COMPLIES WITH .500 I I
DOOR PANEL CHAPTER 26 OF FBC I
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o
�• q I. W
1.765 1.725 J.
2 Z_
8
7/16'DIA.WASHER �"
1.144 IL
i I O8iu'i�
88 X 3/4'SMS 21 3/4- II V O 2 A o
1 1 0 3/8-FROM ENDS MAX. .176 F^- �' a¢ o
O 11 I 1 I! t 1 AND 7'O.C. MAX. WDW.WIDTH O
EXTERIOR FRAME * INTERIOR FRAME 4m,
y
I i I i 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w Z S
1 1 (4) 88 X 3/4'SMS `,* �x o Q m� in
0 1-3/8'FROM ENDS 0 l i 11 i 1 ` AND 6-1/2'O.C. MAX. a g N j c2-7 t0
1 ill 1
L iil - O
IIII 175 X .062 DEEP w m
IIII GROOVE n
WlM)
IIII
jI II 1/4''TUFFW
1 I P OLYCARBONATE SHEEP O,
BY•PLASKOLITE' v
c
!III NOA#18-0918.06
�o J X Ill! , ` ® ' - , J '- ./ CD U p�j
z O Ld I I �" L'S O N
ED
IIII n N
o =�
.] O IIII - V
El
III
E.175 � = 0
X.062 DEEPGROOVE -� — R�A
III o �u�cbr'
ae
(4) S8%3/4'SMS INSIDE ELEVATION PRODUCT REVISED o Ri
® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS as complying with the Florida a g
i I i 1 AND 6-1/2'D.C. MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION euddmg Code
g ;
I Noa-r+o. 20-0901.25
O 11 B 8%3/4'SMS 03/8'FROM ENDS 175%.062 DEEP Explratlon Date 07/2712025 �
/ I I AND 4-1/2'O.C. MM. GROOVE c n r of n
By o o-o, 2n
% Miami-Dade Product Control
o m a
� ,1 #8 X 3/4'SMS
®3/8.FROM ENDS
AND 7'O.C. MAX.
7/16'DIA WASHER ------- - - - - - - - - - - Nov
DOOR PANEL � III EXTERIOR - =-O
24 GA. (.024) STEEL MIN. ��
O
DOOR PANEL 15/16-MIN. D.L.OPG. o AQ drawing no.
24 GA. (.024) STEEL MIN. GLAZING SITE RORIOR n n.I
WINDOW WIDTH / •••••• �� OL—G
////)fill j I1\\\\` sheet 5 of 5