HomeMy WebLinkAboutNotice of Acceptance (2) i
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MIAMI-DADS MIAMI-MADE 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.miamidadegov/economy
DAB Door Company,Inc.
12195 NW 9811'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)ireserve 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 AHD 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 Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/
Window Lite Option(DP+48.0,-52.0 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,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 Colunty
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 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#14-0814.08 and consists of this page 1 and evidence pages 1r 1 and E-2,as w I ll as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
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oK No.15-0302.01
MtAMI-DADECOUNTY Expiratlon Date:July 21,1 2020
Approval Date:April 23,2015
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DAB Door Company,Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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A. DRAWINGS
1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
• 02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E. j
B. TESTS "Submitted under NOA#I1-0414.13"
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.HETI-07-4267,dated 06/29/2007,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-11-3206,dated 02/1012011,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.HETI-114101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05 0217.02"
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.,Testy
Report No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,PE.'
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Dooe,prepared by
Hurricane Engineering&Testing Inc.,Test 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 per ASTM.E-8 of"Sectional Residential Door(skin)"prepared
by Hurricane Engineering&Testing Inc,Test Report No.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz_Seda,P.E. j
"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#14-0814.0811
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.
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Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date:,July 21:2010
Approval Date:April 23 2015
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DAB Door Companv.Inc.
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NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS(Cont.) "Submitted under NOA#09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0128.01" j
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2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008,signed and sealed by Humayoun Farooq,P.E.
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory�rYand Economic Resources R)
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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-Cl 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. j
"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",prepared by
Hurricane Engineering&Testing Inc.,Report No.1 ETI 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.
04-76115019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.08"
1. Statement letter of code conformance to the 50'edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
t4l VisI
Carlos M.Utrera;P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date:July 21,2020
Approval Date:April23,,2015
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7-1/2" X 2-1/4"X 18 GA. TOP FIXTURE 5-1/2'X 2-3/4-X 0.1-
GALV.STEEL CENTER HINGE PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER
W/(4) 014 X 5/8-SMS ��� `� FASTENED TO END STILE WITH TO BE INSTALLED AT 4
O WITHOUT DELRON SLEEVE(STO.) `t (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE m
O 7-1/2"X 3'X .071" GALV. STEEL I O 1 SEE SHEET 4 FOR TOP BRACKET OPTIONS Z m
END ROLLER HINGE I
W/(6) #14 X 5/8'SMS I C O I CENTER STILES A O �p
WITHOUT DELRON SLEEVE (STD. p SEE SCR. 'A'
Et WITH DELRON SLEEVE(OPTIONAL; 1%,
2"X 2-1/4"X.071" 1 ___ --- - — —_ -- - O
GALV. STEEL CENTER HINGE 1% O--- I a 9
GWI(4) #14% 5/8"SMS LOCK
WITH DELRON SLEEVE(OPTONAL) 2/DOOR �
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CENTER HINGE_ I"W X.15 THK. IATCH ``
1 STANDARD LOCK r --- t�bb
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1 SPRING LOADED SLIDE BOLT(BOTH SIDES` __ _ --- I_-,-- CgsCgs 1 0 3 LL tl
` FASTENED W 4 14 X 1 2"S.M.S.5/8"MIN. LOCK ENGAGEMENT - •-- --- J
CONFORMS TO SECTION 1008 REGARDING ``� I •� o to g o aj
GARAGE DOORS I oo o
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CABLE h NICO-PRESS SLEEVE
W/ MIN. 5 TO 1 SAFETY FACTOR
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STEEL PLATE
WITH (4) J/14 %3/4"
SELF OPoLLING SCREWS C3
BRACKET BRACKET - i _. N Z m
STD. LIFT DOOR LOW HEADROOM _ - N
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TOTAL B OF DOOR OPTION (n rn o I
HOORT CONSISTS Of FpcH SAT 7-7/8"X 3-1/B'X .010" ' OPTIONAL VENTS - OPTIONAL FLUSH FACE I O 3 '„
STEEL.PLATE (3) 5'WIDE AT 7"O.C. MAX. A O Z
6'-8' 2 SECTIONS 18'x SECTIONS 21' WOOD GRAIN DESIGN
WITH (4) (f 14 X J/4'SC S OPNG.AREA NOT TO EXCEED 120 SQ. IN. MAX. DOOR WIDTH O
1 SECTION 15' 3 SECTIONS 21' �• •-----•••- m e9i
7' 4 SECTIONS 21'- 16'-2' d GO
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7'-3• -- - 3 CENTER STILE DAB DOORS INC. Q
7'-6• 5 SECTIONS 18'- INSIDE INSIDE������ON Hurricane Master®Model 824/811 w
T-g• 4 SECTIONS 18 1 SECTION 21- OUTSIDE END STILE RAISED PANEL EMBOSSED DOOR Moz. Size 16'-2' X 16'-0"
8' 3 SECTIONS 18'2 SECTIONS 21' HANDLE
2 SECTIONS 18,3 SECTIONS 21' With Wind— Late Option
B'-e" I SECTION 1W 4 SECTIONS 21' d14 X 3/4°SELF DRILLING SCREWS MAY BE USED -
W-9' 5 SECTIONS 21'- IN LIEU OF�14 X 5/8"SMS DESIGN PRESSURE RATING = + 48.0 PSF 5
9' 6 SECTIONS 18"- LOCK BAR GUIDES -- --- - 52.0 PSF C a a�
9'-3' 5 SECTIONS 18'1 SECTION 21' 4 . INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES
9'-6' 4 secnons f6'LIE 21• WITH(4) #14 X 5/8'SMS o €
91-9' 3 SECTIONS 18 J SECTIONS 21' ° U 18T X .EW LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE10' u
10' 2 SECTIONS 18'4 SECTIONS 21' REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
IV 21' 33
ENGAGES IN TRACK O
-3' 1 SECTION I1 S SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
0'-6' 8 SECTIONS 2 - CENTER STILES SCHEDULE 8. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
10'-g' 6 SECTIONS le'1 SECTION 21' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
OUTSIDE KEYED LOC
11' 5 SECTIONS 18°2 SECTIONS 21' K DOOR WIDTHS /OF CENTER STILES DRESSING OR STUCCO.
11'-3'4 SECTIONS 18'3 SECTIONS 21' OPTIONAL ® ®® ® 8'-0'TO g'-10' 2 _ 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. N
11'-6'J SECTIONS 1e 4 SECTIONS 21' LOCK BAR.LOCKING SHOWN ID'-O'TO 11'-10' 2 C 07 A d
tt'-g' 2 SECTIONS 1e'5 SECTIONS 21' 4. ANCHORING OR LOADING O F THIS A OTHER THAN THOSE SHOWN IN o a H S$
12' I SECTIONS 18'a SECTIONS 21' S ALTERNATE TO 12'-0'TD 13'-10' JPART7d d^o
SPRING LOADED SLIDE BOLT �� THESE DETAILS ARE NOT S THIS APPROVAL
IT-3'7 SECTIONS 21"- LOCKS SHOWN ABOVE 8'-0'TO 9'-10° 14'-O'TO IV-IV 4 3. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
12-8'B SECTIONS 1e'x SECTIONS 21- DOOR WIDTHS 15'-11'TO 16'-2' 5 -��
IX-9'5 SECTIONS 18'3 SECTONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA
1J' 4 SECTIONS 18'4 SECTIONS x1' BUILDING CODE.TAS-•202,TAS-201 N TAS-203 FOR HVHZ AND
1S-3.3 SECTIONS 18'5 SECTIONS 21' ® � ® ® ® � ®� A'T1'I E1886-OS/ASnA E1995-09. �L
2 SECTIONS 18'6 SECTIONS 21' Engr.JAVAD AHMAD
13'-9' 1 SECnON IS, 7 SECTIONS 21' CIVIL
14' 8 SECTIONS 21'1- ��10'-0•TO 1,'-10_�O'-0•TO 11'-10_" �14'-O'TO 15'-10" FU.PEA 592 asmwPRODU iAQNg00 X
14-3'.6 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS C.AN.3 &Awbvvo Q A
14'-6' S SECTIONS 18'4 SECTIONS 21' AoOlpflsmjdE� i7�'f•��
14'-9'4 SECTIONS le'3 SECTIONS 7�J•97%J�_jI _-
1 6' 3 SECTIONS 18'6 SECTIONS 21' ®® ® ® ® ® ® p CK8
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IS'-J'2 SECTIONS IB'7 SECTIONS 21- -- - O 2U�J 15'-6' 1 SECTION IS, 8 SECTIONS 21' �� " -05- - --- REFER TO SHEET 2-- - ----12-0-TO-13-10 _-__---15'-11- TO- - - ---
i6' 6 SECTIONS 18'4 SECTIONS 2L' FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS ShEet 1 O( 8
SCERON B SCETION 0
SCEIION 1 �
-- SCETION 7 SCEHON 7 "l
SCERON 2 -- I 06
- SCE9ON 5 I SCE90N 5 _
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SCETION 1 I SCETION 4 a!G
4 SECTION ODOR — -
HEIGHT RANGE 5'-e'TO 7'-0' SCETION J I SCETION 3j
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---- --------------''-- - - - - - - SCETION 2 I fl - --- - V 1 W.
SCEn 2 -
SCEITON S SCENON 5 cu re
SCETION 1 SCEf10N 1 LLQ 1
-- _..._ a cEC.T14N DOOR p ccrTION DOOR T
-SCI:TION i SC£90N 4 HEIGHT RANCE 13'-V TO 11'-O'
HEIGHT RANGE 12'-0'TO 1J'••J' (5)U-BARS e{
(5)U-BARS
SCETION 3 SCETIDN 3 --'•->
SCETION 2 SCETION 2 5CET10N 9
SCETION 1_.. S'CETIDN 1 SCflION 0
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5 SECTION DOOR 5 SECTION DDOR SCETION 7
HEIGHT RANGE am TO 5'-0'
HE7GHT RANGE W-3'10 5'-0' W M
(3)U-BAPS (4)U- ' SCETION 5 vWi a J
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SCEIIOH 5 SCE00N 0 , 110011 1 gB N 1
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SCET ON 7
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7 SECTION DOOR O ZO' :M°i.H V.&IdOwsm 98-05
HEIGHT WWOE_10'-O'TO_12'_J__. - —__ ._ _-- _ —____ _ __ ___ _ _._—__ _.—.IQ.--�.-SECTION DOOR_
-- --- - - ---— (s)U-BARS HEIGHT RANGE 15'-0' SIIBB( 2 Of s
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18 CA.X 2-1/4"X 3/4'X 2" TOURSECTION ONLY AT
N DOORS 0 Q -_----—
Y— GALV.STEEL U,BAR REINFORCING TRUSS 16 CA X 2-1/4"X 3/4"X 2"
O BOTTOM OF PANEL TRUSS FASTENED TO GALV, STEEL U,BAR REINFORCING TRUSS
VERTICAL INTERMEDIATE STILES W/TWO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES
"I X 5/8"S.M.S.AND TO END STILE W/TWO R 14 X 5/8"B.M.S.AND TO END STILE ------�
W/FOUR#14 X 3/4"SELF DRILLING S. _ W/FOUR y 14 X 3/4"SELF DRILLING SCR. _ Z
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1/2"X 1-3/4'X 16 GA.
O TOP&EN TUBE
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3/16"POP RIVETS
O AT 4"O.C.
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(6)FOR 21"STILES
(5 FOR 18'STILES
16 GA.T 2-1/4"x EINF x N ?M
GALV.STEEL IJ BAA REINFORCING TRUSS '
TRUSS FASTENED To VERTICAL INTERMEDIATE STILES
W/TWO A 14 X 5/8"S.M.S.AND TO END STILE END STILE Z I-vj Ai
,. W/FOUR (1 14 X 3/4"SELS DRILLING SCR. —00 as 9
.024'STL. PANEL 8 (n m 0 I
1ST SECTION (90TTOM1 INTERMEDIATE SECTIONS TOP SECTION o !d 0
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REINFORCING OUTSIDE OF DOOR O z 0 m
REINFORCING
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OPTIONAL STOP MOULDING ' C3 to
BY DO OR INSTALLER cd3 DONS rj
STEEL TRACK BRACKET FASTENED F
TO WOOD JAMB WITH �14 X 5/6'SMS 3/4'%2°%2-1/2°X.049'STEEL
5/16"X 1(FULL LAG SCREW 8 PER HINGE END STILE,CONNECT TO PANELS WITH(FULLY THREADED) FLAPS AND 5)OR(6)3/16"ALUM RIVETS
HEX WASHER HEAD TYPE d 1/2'X 1-3/4'X .058"FORMED STEEL SEE DETAIL ABOVE
SOUTHERN PINE CLUED TO PANEL AND SECURED TO SOLID BRASS DOOR VIEWER
0.55 S.G. _ END STILE WITH(4)3/16"POP RIVETS BY 'SCHLAGE SECURITY HARDWARE'
"4° X 2-5/8"X .049'STEEL EDGE
lEH INSTALLED IN 9/16" CIA. HOLES IN CENTER STILE n
.i CEN STILE,GLUED AND RIVETED DISTANCE-`I POSRIONED AT EYE LEVEL o` €TO PANEL W/(4) 3/16'RIVETS POP RIVETS _I S
ig
2° MIN. N 14 X 5/8'S.M.S, n "�.{1-J 16.
ED 1 4/HINGE /
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3/8"POWER-BOLT BY'POWERS'
\2'MIN.EMBED INTO CONC. y-
2°MIN.EDGE DIST, o d m$
1.9"% 2.18'% 3.3"% 090' SONE PER
EE HEFT PA FOR BRACKET SPACING I*
STEEL TRACK BRACKETS-
SEE SHEET 3 FOR SPACING
Engr.JAVAD AHMADh
CIVL PRt3DMRENSWE0
FLAL 1 WPE
19(rtlrPkgp
1 420 SS BOLT "(,�x .oso' INTERfOR SIDE 7—t/z°x .071' &NUTOWNk ' 30 OIGALV. STEELSTEEL TRACK END ROLLER HINGE
14 CA X 2-1/6'X 1'(STANDARD) CEMER HINGE12 CA %J-5�16'X 117/8 PUSHNUT 1.82'DIA% .50'STEEL ROLLERS (STD.) drawing nASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT —1.02"OWL X .50' NYLON ROLLERS (OPTIONAL)
W/-I/4-20 X 5/8'-TRUSs-HD. ----_- --- - '_ 2. _ p75'OIA.X .50"STEEL ROLLERS (OPTIONAL— 1 98-05
SLOTTEDM.S.k LOCK NUT ---- )2.75'DIA. X.50'NYLON ROLLERS (OPTIONAL)--- --- --- ---
` —SECTION 8 WITH 5"STEM '—
" POP RIVETS 5/18"X 1-5/8`UG SCREWS INTO WOOD OR HORIZ,TRACK SUPPORT, 1-1/2"X 1/2"X 1/Il HORIZ.ANGLE
2 2-3/4 X 5-1/2 X 3"X.104 5/16-SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS FOR DONS HEIGHTS WI 7 FT. 3
GALV.STEEL EX EEDING 8 FT. IN HEIGHT WITHOUT INSULATION OR Z.ANGLE
I
WITH 1-1/4"EMBED INTO MASONRY F 2"%2'X 1/8"HORIZ.ANGLE I
TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 7 FT.OR m -
FASTENED
W/(6) 1 14 X 5/8'S.MS. - I I 1 ODORS WITH INSULATION OR WINDOWS Z
SPOT WELDED 70 HORIZ.-1/2'TRACK
LID TFA FASTENED
STEEL CKIUSTABLE 2-1/2"X 4-1/4"% 53 CA.STEEL PLATES WITH TWO WELDS AT S-R/2"APART
SLIDE FASTENED TO BRACKET - - WELDED TO 1-1/2'X 1-1/2' X 14 GA,ANGLE A f J FIRSNNE E 3'O.C.,REST AT 9'ANGLE
W/SCREWS&X 3/4°HEX HEAD FASTENED TO TRACK CONNECTED TO FUG BRACKET ANGLE
M.SCREWS$NUTS. - -- W/3/8-76%3/4"BOLT E NUT p
WITH (4) 1/4-20 SS. BOLT& NUTS - - �.ORIITRACKLENGTH =OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET (2) 1/4-20 X 5/8"BOLT&NUT .!
(STANDARD) TOP BRACKET a
(OPTIONAL) vl
C r
LOW HEADROOM DOOR i4
----- -. --Fk
_ _ _ '� 14 GA.GALV.STEEL TRACK
HORIZONTAL REINFORCEMENT IKI
VERTICAL TRACK_° Q Q R- -
1/2'X 1-3/4"X.058'FORMED STEEL 2-1/8"X 1"X.OBO" Q 0 r�
GLUED TO PANEL AND FASTENED TO SECTION A-A °D o
VERTICAL STILES WITH 2"X 5-1/2°X.104"
(2)J/1B'POP RIVETS p GALV.STEEL. LL Z tff Q
FASTENED W[O(4)ROLLER BRACKET FOR J
LOW
TT tHEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS
HORIZONTAL REINFORCEMENT HEIGHT 1ST 2ND JRD 4TH 5TH 81 82 03 B4 B5 BB B7 BB
1/2"X 1-3/4"X.058'FORMED STEEL
GLUED TO PANEL AND FASTENED TO 6'-0" 18"18" �18'
' 18"N/A I.
TO 2`11-3 4_ 23' 34" 45" 56" 67" - c�-
VERTICAL STILES WITH 21'18" 21'N/A i"TO 2"f 1-3/4' 23' 34" 45" 58" 67'(2)3/16 POP RIVETS7'-0" 21'21" "Z7 N/A 1 TO2" 334' 45 58" 67"
5/16° MEETING RIB 7'-6' 18'18" "f8' 18"1"TO 2`11-3/4 23' 34- 45'_ 56 67 78-1 4"
1.82" CIA.X.50'STEEL ROLLERS co
8'-0" 21`18" 18" IB' 21"1"TO 2`11-3/4- 23' 34" 45' 56" 67" 78-1/4"
�'W/ .44 DIA. X 5"STEM i o - *-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
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OPTIONAL INSULATIONS: F Q
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14 GA.GALV.STEEL
ROLLER HINGES FASTENED
w/(6)1 14 X 5/8`SMs m
MIN. 024"ROLL FORMED STEEL PANEL
DRAWING QUALITY C-40
MIN,YIELD STRENGTH-39 KSI u s
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION
POLYSTER PAINTED TOP COAT 2
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a _
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BOTTOM BRACKET FASTENED VERTICAL LIFT STANDAD I IFi LOW HEADROOM_ _
w/(4) 1 14 X 5/6"SMS La — DOUBLE TRACK x Y J
AVAILABLE TRACK OPTIONS a
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SEE SHEEP 5
by
SECTION A-A Zfl�S MumPiii4�� drawing
---- — --- 98-05 -
-- - -------
SEE SHEET 2 FOR LOCATION - - ---- _"-- ---------OF REINFORCING TRUSSES sheet 4 of 6
3 4' REINFORCEMENT
DGE pB X 1" -- - -- FORMED 5TE��%'058' �(5:4 �
DIST. SELF DRILLING SCREWS 18 X 1' rn
1-1/2"MIN. OR
a E DIST. m 3/16''RIVEX'STEEL RNETS SELF DRILLING SCREWS '�
o m N o OR 0
MULTICRIP W/DOME HEAD 3/16''RIVE%'STEEL RIVETS
0 0 o AT 48"O.C.
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REINFORCEMENT aq
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23Y 1/4'D0. LAG SCREWS 2BY 1/4'DOL LAG SCREWS k
W000 BU AT 6'FROM ENDS AT 8'FROM ENDS fg
AND IV O.C.MAX. WOOD BU I 1 AND II"O.C.MAX. - 8 A
W'SIRIP ADAPTER Vp Qa
ALUMINUM STEEL
ADAPTER - -- y�y
RUBBER W STRIPPING RUBBER W STRIPPING fg I�a��J
.040 ZZ g
.2Y6 .534 .700 348 W g
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BOTTOM SEAL OPTIONS
OPTION 'A' OPTION '8'
WOOD BUCK CONNECTION_TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG.0.55 MIN.) n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT chi M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE ANCHOR SPACING�• U=
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION_ --"'-•• •••— Z~N
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 76-. m
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 _ 8' 2" 8 N o)p 1
5/16"X 1-5/8' 3 tT'CONFLEX BY ELCO' FILLEO BLOCK `S'
LAG SCREWS STEEL STRUCRIRE BY OTHERS 3 8"OYNABOLT BY'RW' CONC. 1-1 2 8' J'
AT 11'O.C. MUST SUPPORT THE LOADS IMPOSED J B POWER-BOLT BY POWERS CONC. 2' B' 2" O Z
BY DOOR SYSTEM J 8 SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 8' J" In v
CONCRETE Fe a 3000 PSI MIN.
5/I6'DIA. BOLTS C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. _
,•p' WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY AT 1z'O.C.MAX. EDGE DIST
PRESSURE TREATED 2XB SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1 S
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH A
1/4'ULTRACON BY'ELCO'WITH SPACING OF 4
12'OR. INTO BY
FILLED BLOCK WALL.WITH 2-I/4"MIN. EMBED �_1-1[4"X 2-1/2'X 14 GA
9"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN. EMBED 1-1/2" 1-1/2' CONii.STEEL AANNGLE 1-1/2" o I5
2-1/2'MIN.EDGE DISTANCE
FL GA GALV.BRACKETS
STEEL
1/4'TAPPER BY'POWERS'WITH SPACING OF FLAT BRACKETS t3"LONG
8'O.C.INTO GROIR FILLED BLOCK WAL4 WRH 1-1/2"MIN. EMBED 1/18"X 2-1/2 GALV.S X 1°% 14 GA. j
9"O.C. INTO 3000 PSI CONCRETE,.WITH 1-3/4'MIN.EMBED FILLET WELDS AT 12'O.C.IN DOOR OPNC. GAL.STEEL TRACK °'i S SSdd
3"MIN.EDGE DISTANCE AT 12"O.C. MAX. AT i8'O.C.ABOVE DOOR OPNO. FASTENED TO TRACK PLATES
CONNECTED TO CONT.ANGLE W//(2 l/4-2OX5//8"TRUSS HD,
3/8°CONFLEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE S(ATiE?D M.S.&LOCK NUT
3 LOT BY ITW'WITH SPACING OF CONTINUOUS ANGI F TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK o
21"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN. EMBED o M
TO WOOD BUCK TO CONCRETE AND FILLED BLOCK '�
3'MIN.WOE DISTANCE TO tt =^o S' =
3/8"HUD SLEEVE BY'HILTI'WITH SPACING OF
B'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN. EMBED, 4'MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION
D.C.
O.C. INTO 3000 PSI CONCRETE.WITH 1-1/4'MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE
Engr.JAVAD AHMAD � c
PREPARATION OF JAM BY OTHERG CIVIL PRODMRENEWEO 1
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY �/N 7 B 92 r°°°�wf tithe l Todb o 1
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED ft c`'odl �� R h
BY DOOR SYSTEM. 0
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF —Al
RECORD,000R INSTALLATION MAY BE REVIEWED AND APPROVED BY -----
BUILDING OFFICIAL UPON INSPECTION. 0 2015 � � drawing no.
_MAXIMUM_EXTERIOR(+)_LOAD PER-JAMB--(18.17'X 48_PSF)/2- 388_Lbs per Ft.---- 98-05
----- --- - -------
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.17'X 70 PSF)/2 - 420.4 Lbs per Ft. - -- ------- ----- _ ---------- - --------
(sheet 5 of 6
.5DO .esa �ul
*PLASTIC COMPLIES WITH DOOR PANEL CHAPTER 26 OF FBC ( m
24 GA (.024)STEEL MIN. SEE EVIDENCE PAGE Z
1.763 1�725
7/16"OIA.WASHER
1.144
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O 1 O 3/8"FROM ENDS MAX. .176
p` 11 IIII I II AND 7"O.C.MAX. WOW. WIDTH VVV I] cxg9i
* EXTERIOR FRAME * INTERIOR FRAME W�
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1/B' RIGID PVC ONE PIECE INJECTION RI010 PVC ONE PIECE INJECTION
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III 1 AND 6-1/2"O.C. MAX. '� '
I I WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O I SIB%3/4"SMS O
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DOOR PANEL
- 24 CA.(,024)STEEL MIN. EXTERIOR
DOOR PANEL 15/16"MIN. D.L.OPG. 0 2�15 tlfOWing no.
24 GA.(.024)STEEL MIN. GLAZING BITE _ M 11 98-05
- - ---------_-- -- WINDOW-WIDTH - ---- -- - - --- - - ------ - ------ __ -- --
shee 6
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LOS ANGELES,CA 90045
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GENPAL NOTES
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1. This product has been evaluated and is in compliance with the Sth EdrFon o O X
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NVelocity Hurricane Zone(HVR4.
2. Product anchors shall be as fisted and spaced as shown on details.Anchor $
embedment to base material shaft be beyond wall dressing or stucco. Lo I I
3. When used kl areas requiring wind borne debris protection this product
complies with Section 1609.12 of the FBC and does not fequire an impact
resistant covering.This product meets missile level V and includes Wind Zone 4
as defined In ASTM El996 and Section 1609.122 of the FBC. g
4. For 2xstud framing construction,anchoring of these units shag be the same as p
5 that shown for Dc buck masonry corutrucffon.
5. Site conditions that deviate from the details of this drawing require further ffi
engineering analysis by a licensed engineer or registered architect. _
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6 Bame anchoring-1X buckmanrvy auatruclbn OUTSWING 37.5W xsur +65.0 -65.0 I FL-15213.1 n
7 ill of materials&waporonts vain 1'rr 7 "
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ISIONS FBPj CA No.9813
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REM DESCRIPTION MATERIAL
I MASONRY-3.DOD PSI MIN.CONCRETE CONFORMING TOACI CONCRETE =�'
301OR HOLLOW BLOCK CONFORMING TOASTMC90 j i FOB
2 1X BUCK SG>=0.55 WOOD �N•.
3 2XBUCKSG>=0.55 WOOD ...........
4 1/4 XIM°MASHSPACE /'n*,� $ mZ
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5 1/4'X2STEEL/4°FFHELCOORIIW CONCRETE SCREW 1 STEEL
6 1O2-1/T PFH WOOD SCREW STEEL �N�" im:�
8 #9x3/4'PFH WOOD SCREW STEEL ea
9 INSWNG iN VINYL
DOOR BOTTOM
CK FTBL3FGLASS n 456• 45C n a j�'"jg m a a`�.
10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL
10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL
11 REIN RCEMENT WOOD FOR LOCK _ WOOD
12 FINGER JOINTED PINE JAMB WOOD
13 #9x2-1/4'PFH WOOD SCREW STEEL 212�� .`•" 21T��
14 BOTTOM RAIL CELLULAR PVC
15 INSWING ADJUSTABLETHRESHOLDBYENDURA ALUM./WOOD 213' 2A3 o s
15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BYDLP ALUM./WOOD z$
16 FORCE 5 WEATHER GRIPPING BYENDURA FOAM 12 B ?3 POLYFTBERJAMB o" a
16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM 11 ,ems
17 KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL. ' o$
18 KWIKSETDEADBOLT-SIGNATURESE2IES V80J STEEL
M POLYURETHANE FOAM BY NANYA POLYURETHANE ul po
21 r x f BUTT HINGE SST$
23 POLY FIBER JAMB COMP./VINYL cq
24 HINGE&LATCH STILE CELLULAR PVC
y 25 TOP RAIL CELLULAR PVC 4-W 4-W
26 DEADBOLT STRIKE PLATE STEEL
i 27 LATCH STRIKE PLATE STEEL
28 OUTSWING BUMP THRESHOLD ALUM./WOOD
29 HINGE&LATCH STILE REINFORCEMENT LVL
30 l/4'X 33/4'PFH IIW CONCRETE SCREW STEEL
31 #9 x 1'PFH WOOD SCREW SI!$ m
32 1Xx3-1/4'PFH ITW CONCRETE SCREW ADJusTAALE INSWING SOL 29 OUMVWG BUMP TIMMOLD
33 3/I6'X3•T/4'PFHUWCONCRETESCREW H
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GENERAL NOTES
1. this product has been evacuated and is In with the Sth EdiTion 2011 Florida a
Code IFSCI struckird requirements hciuffng the thpe Iiig velocity Hurricane Z ne'UWR.9rd�g &I
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2 Product anchasst�be as fisted and spaced as shown on data%.Anctarembedmeni to base r
material shd be beyond veal dressing or stucco. /�/ .
3. When used In the WIT ft product is required to be protected with on Irnpact rees"sttant =
covering that comptes with Section 1626 of the FBC. VLL e
4. When used in areas outside of the-HVHr regrxrg wind beme debris protection this product is
recAed to be protected with an impact resistant covering that complies with Section IM.1.2
h of the W-
5. Stle conditions that deviate from the decals of this drawing require further engiseew"Q analysis o�'
by licensed engineer or registered architect. a E
a 6. This product meets waterirNhallon requirements for%VHI•_
- h TAl1EOf CONIFNIS �. OVERALL :: .OVERALL- MAX.. .GLASS DESIGN PRFSSUREfPSFJ _
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. s 1 bTisd dar rw agerwalnola "DIMENSION.`. -DIMENSION _DIMENSION :TYPE 'POSMVE NEGATIVE sae 10 12
2 Hauantol&muca'aossecfiom 55.25 x 65.75' 52.00r x 62511' 67.69'x 28-W +62.8 -65.0 o�e�ec Sme N JK
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2 EXTRUDED PVC SILL 952-2683' PVC i a _O
3 EXTRUDED PVC SASH INTERLOCK GLA ING BEAD R1257' _ PVC T \ tDs.S i
4 EXTRUDED PVC MEETING MOS2-2907' PVC i a AIRSPACE
5 EXTRUDED PVC TOP LIFT RAIL 852-2949• PVC s '• ��^,.,_ J �� -'
6 EXTRUDED PVC BOTTOM RAIL 852-290Y PVC d -I/8'ANNEAIID 'i�i� * ••P� i d o 4
7 EXTRUDED PVC SIRE 052-290Y PVC 71p111111t• o.z°
9 EXTRUDED PVC GLAZING BEAD fVERT.S HORT.AS2-1227' PVC 7/1B GtaSt m
10 OPERABLE SASH LOCK RI2-2241 _ - BITE o OJ8- 0 0
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15 BOTTOM UK RAIL L SASH REINFORCEMENT 1150-2P67 ALUM. QC3 1/8'ANNEAt®
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17 WEATHERSTRIP PILE WIRN.187 x.270.LOCK RA0.&SASH LTRAFAB \ Samhtemct o
18 WEARIERSWPUWIM.187xMD.MMMEETWGRM 1R" - � AIRSPACE
m 19 WEATHERSTRw PTLEW/HN.187 x.150.SILL ULTRAFAB -
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30 WIERCET?SPACER - STEEL
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R R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
P.O.Box 230 yalrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Evaluation i
Report ReportI /
Date: March 24,2015 11
Gatgorry Sub Category Manufacturer Product Name
SilverLine Building Products Corporation Series 70-Model 2127FIN
Windows Single Hung One Silverline Drive Extruded Vinyl Single Flung Window
North Brunswick,NJ 08902 w/Nailing Fin
Phone 732.435.1060 "Non-Impact"
a
Scope: This is a Product Evaluation report issued by R•W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#1998)
for SilverLine Building Products Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida Product
Approval,Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt.P.E_do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone"(HVHZ).
I
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or j
stucco.
3.When used in the"HVHZ",this product is required to be protected with an impact resistant covering that complies with Section 1626 of
the FBC.
4.When used in areas outside of the"HVHZ"requiring wind bome debris protection,this product is required to be protected with an impact
resistant covering that complies with Section 1609.1.2 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-14911.20 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets water infiltration requirements for"HVHZ'.
8. See drawing FL 14911.20 for size and design pressure limitations.
Supporting Documents.
1.. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01410311 TAS 202-94' Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
Materials PVC Extrusions
ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L.Doldan,P.E.
D638-96 and G26-95
2. Drawing No. Prepared by Signed&Sealed by
No.FL-14911.20 RW-Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued.by Window and Door Manufacturers
Association,certifying that SilverLine Building Products is manufacturing
products within a quality assurance program that complies with ISO/IEC
17020 and Guide 53.
)5 STATE
p-CI O
'e'76 '£$u66t�s Lyndon F.Schmidt,P.E.
FL PE No.43409
3/27/2015
Sheet 1 of 1 I
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-
� Planning & Development Services Department RF
O `l Building & Regulations Division E1 V OCj 2
CUNTY
?417
_ _ ...__ _ It. ._"__.-n
_.._ _ ._ Product Review Affidavit ,
Building Permit# TB D Owners Name Kurt Jett+C�LAv30kAr Applicant: G L4uz( Qr �L
.,r.
Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment
Pressures Design Pressure Number Two
Windows +37.91-41.1 +/-50 Anderson 2900 FL 14911.9 NI Per Manufacturer
Mullions
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
swing Type Doors .
French Doors
Garage Doors +31.9/-31.6 +48/-52 DAB 8241811 NOA15-0302.01 NIA Per Manufacturer
Hurricane Protection
Roof Ventilation
Roofing Material N/A N/A Owens Corning FL 10674-R12 Per Manufacturer
Revised 07/22/2014
jUave reviewed.the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
jVi
y
nd loads and forces specified by current code provisions.
Name: Scott R. Sanders Signature: seal
4sign Prof: Engineer Cert.No. 64781 Date: 10/17/17