HomeMy WebLinkAboutProduct Approval l
AUG 2 5 21f
MIAMI-DADS nER;
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 03-06,titled"Sectional Garage Door", dated 09/30/2003,with last
revision K dated 03/21/2016,sheets 1 through 5 of 5,prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#08-1106.05"
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 DAB 824 24ga sectional
garage door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.
HETI-08-2149A/B, dated 06/27/2008, signed and sealed by Candido F. Font,P.E.
"Submitted under NOA #05-0915.12"
2. Test Report on Large Missile Impact Test per FBC,TAS 201 and Cyclic Wind
Pressure Test per FBC,TAS 203, of"Sectional Residential Door with Windows",
prepared by Hurricane Engineering&Testing Inc.,Report No. HETI 03-1348A,
dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
3. Test Report on Uniform Static Air Pressure Test per FBC, TAS 202, of"Sectional
Residential Door"prepared by Hurricane Engineering &Testing Inc.,Report No.
HETI 03-1337A, dated 09/29/2003, signed and sealed by Rafael E. Droz-Seda,P.E.
4. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door (skin)",
prepared by Hurricane Engineering& Testing Inc,Report No. HETI 03-T058, dated
10/31/2003, signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA #03-0210.04"
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 10/28/2003,
signed by W. A. Jackson,P.E.
C. CALCULATIONS "Submitted under NOA #14-0814.07"
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.03
Expiration Date:August 14,2021
Approval Date:June 23,2016
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted under NOA#09-0324.06"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007, dated 01/20/2009,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-CI 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 Inc,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.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.
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
1. Statement letter of code conformance to the 5'edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 03/21/2016,signed and sealed by Javad Ahmad,P.E.
0041tl:�;w�G
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.16-0330.03
Expiration Date: August 14,2021
Approval Date:June 23,2016
E-2
7-1/2'X 2-1/4'X 18 GA. ---- PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4"X 0.1' OPTIONAL DOOR VIEWER
GALV.STEEL CENTER HINGE ��O STEEL PLATE WITH ONE 5 16-18 MS 1V NUT DAB DOORS INC. U
W/(4) #14 X 5/8'SMS / �\\t FASTENED TO END STILE WTM / T�C SENTER STILE
Hurricane Moster Model 824/811 o
0 WITHOUT DELRON SLEEVE(STO.) (6) #14 X 3/4'SELF DRIWNG SCREWS Max. Size 16'-2" X 16'-0' High ,n
7-1/2'x 3'X.071"GALV STEEL VDe 1 With Window Lite Option Z ^m o
O END RDLL.ER HINGE I I Q u c+
W/(6)114 X 5/8'SM 1 CENTER STILES r A n aq
WITHOUT DELRON SLEEVE(STD.) L SEE SCH. 'A' QCLZ N
WITH DELRON SLEEVE(OPTIONAL)
0 7-1/z'X 2-1/a'X.071" 1t
GALV.STEEL'CENTER HINGE t ry
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COMIN. LOGO ENGAGEMENT 'm o 0 o f ZZ
NFORMS TO SECTION 1008 REGARDING GARAGE DOOMS 13 � O �I -
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DOOR DOOR OPTION L rn o
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6'-6• 2 SECTIONS N 2 SECTIONS 21' 7-7/8'W%3-1/8"HIX.010'THK. (3) 5'WIDE AT 7'O.C.MAX. COLONIAL DESIGN OPTIONAL FLUSH FACE
6-9' 1 SECTION IS' 3 SECTIONS 21' - OPNG.AREA NOT TO EXCEED WOOD GRAIN DESIGN �-'A c~.1 CI Z=
STEEL PLATE120 SO. IN. MAX.DOOR WIDTH - En Obi
7' 4 SECTIONS 21'- W
7'-3' - - 16'-2"
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7•-6' 5 SECTIONS 18"1- END STILE INSIDE ELEVATION o== R
4:SECTIONS 1B'1 SECTION 21' CENTER STILE RAISED PANEL EMBOSSED DOOR DESIGN PRESSURE RATING = + 27.0 PSI
8 3SECTIONS 1H'2 SECTIONS 21' !I
e'-3' 2 SECTIONS 18"13 SECTIONS 21' OUTSIDE - 30.0 PSF
B'-6' 1 SECTION 18' 4 SECTIONS 21' HANDLE $14 X 3/+ SELF DRILLING SCREWS MAY BE USED
8'-9' 5 SECTIONS 2VI- IN LIEU OF#14 X 5/8'SMS GENERAL NOTES
9' 6 SEOnONS 18'-
9'-3' S SECTIONS 18.1 SECTION 21' L THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WTTFi THE
LOCK BAR GUIDES THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT
9'-6' 4 SECTIONS 18'12 SECTIONS 21' REgUIREMEMS OF THE 2014(5TH EDITION)FLORIDA BUILDING CODE INCLUDING
INSTALLED ON ENO STILE c
9'-9' 3 SECTIONS 18'3 SMTONS 21' WITH(4) x}14 X 5/8'SMS HIGH VELOCITY HURRICANE ZONE(INHZ). a
10' 2 SECTIONS 18'14 SECTIONS 21' n 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
f0'-3' 1 SECTION 18' SECTIONS
s 21' ll 1BT X 1'W LOCK BAR ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
1o'-e'a s£croNS 2t'- ENGAGES IN TRACK DRESSING OR STUCCO.
10-9'6 SECTIONS 18'1 SECTION 21' ON EACH SIDE OF DOOR CENTER STILES SCHEDULE'A'
11' S SECTIONS 18'2 SECTIONS 21' CENTER STILES CONFIGURATION 3. ALL BOLTS.NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-3'4 SECTIONS 18-13 SECTIONS 21' OLTTSIDE KEYED LOCK PTIONA 1 DOOR WIDTHS BOF CENTER STILES 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
t1'-8'3 SECTIONS 18-14 SECTIONS 21' —� ®®® THESE DETAILS ARE NOT PART OF THIS APPROVAL ,. Y
LOCK BAR LOCKING SHOWN I1 8•-0'TO 9'-l0' 2 _
71'-9'2 SECTIONS 18'S SECTIONS 21' 10'-0'70 T I'-10' 2 5. A LOAD DURATION INCREASE 6 USED IN OF9ON OF ANCHORS INTO WCOO ONLY. c v� -
ALTERNATE TO SPRING LOADED SLIDE BOLT 4 o m a o
12' 1 SECTIONS 18'18 SECTIONS 21• 12'-D'TO 13'-10' 3
LOCKS SHOWN ABOVE p00R TESTED W ACCORDANCE WITH THE S-2 3EMENiS OF AND 12'-}'7 SECTIONS 21'1- 8'-O'TO 9'-10' 14'-0'TO 15'-10' 4 c z-
12'-6'6 SECTIONS 18'2 SECTIONS 21' I 15'-11'TO 16'-2' 9 BLNLpINa E.TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
DOOR WIDTHS ASTM E1B86-OS ASIA E1996-09.
12'-9'5 SECTIONS IB-13 SECTIONS 21'
13',3'3 SECTIONS 18'S SECTIONS 21' `NS IB'4 SECTIONS 21w t111111/ '
13'-6•2 SECTIONS 18'6 SECTIONS 21' ®® 3 ® ®® ® ® td1 lbA�i "1
PRODUCT RENEWED py ......., R
13'-9' 1 SECTION 18' 7 SECTIONS 21' its Building
Ccomplying with the Florida ��� y�,. CFa13R'••,• l�
14' 8 SECTIONS 21'- I 10'-0'TO 11'-70• J I 14'-0•TO 15'-10' Building Code g
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14'-3'6 SECTIONS 18'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS •• .. $ ,L
14'-5'S SECTIONS 18'4 SECTIONS 21' Expiration O 08114/2021
14'-9'4 SECTIONS 18'5 SECTIONS 21' ®® ® ® ® ® ®®® v
15' 3 SECTIONS 18•B SECTIONS 21' :� /= Browing no.
15'-3'2 SECTIONS 18'7 SECTIONS 21' Mlum uet Control ��•••
15'-8'1 SECTION 1B' 61
8 SEC110N5 21'
15'-9.9 SECTIONS 21'- I 12'-0'TO 13'-10 _I I 15'-11"TO 16'-2' tt��
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AT 4"O.C. j .024'STL PANEL tr I
TOR 21'STILES O
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O BOTTOM SEAL OPTIONS
SEE SHEET 4
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STEEL TRACK BRACKET FASTENED Z m
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5/18"X 1-5/8'LAG SCREW O Z
(FULLY THREADED) SOLID BRASS DOOR VIEWER w o
FOR CONNECTION OF wao0 BUCK BY 'SCHLAGE SECURITY HARDWARE' 'A DO r'
TO MONE PER BRACKET ASONRY SEE NOTE ON SHEET 4 OPTIONAL STOP MOULDING INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
BY DOOR INSTALLER 0 _
POSITIONED AT EYE LEVEL
( 14 X 5/e"SMS 3/4'X 2'%2-1/2'X.049'STEEL 0
6 PER HINGE END STILE, CONNECT TO PANELS WITH
1/2'X 1-3/4'X.058'FORMED STEEL FLAPS AND 3/16'ALUM RIVETS
OWED TO PANEL AND SECURED TO SEE DETAIL ABOVE
END STILE WITH
3/16'ALUM RIVETS O 12'D.C. ANCHORS AT T$1C7�HRACKET:
a
A),}�/8'Ol4 POWER—BOLT BY'POWERS' i
4 • 1-7/8'X 2-5/8'X.049'STEEL EDGE _-�.1 2"MIN. EMBED INTO CONCRETE a
1 • CENTER STILE, CLUED AND RIVETED DISTANCE I 1-7/8'MIN.EDGE DISTANCE
I TO PANEL W/(4) 3/16"ALUM RIVETS I
3/16' n,.r 1 S) 3/8'D .H SLEEVE BY'HILTI'
1 1 1/2"MIN. I AWM RIVETS �1-3/16 1-1 4'MIN.EMBED INTO CONCRETE OR FILLED BLOCK o
g 14%5/8'S.M.S. _ /
1 1 4/HINGE a ��> •n.i 1-5/8'MIN,EDGE DISTANCE INTO CONCRETE
1 4"MIN.EDGE DISTANCE INTO FILLED BLOCK
1-3/16' T CONCRETE Vc-3000 PSI MIN. c v m -
C-90 GROUT FILLED BLOCK t'm=2000 PSI MIN.
ANCHOR TYPE A OR B
1.9' X 2.19"X 3,3"X 12 GA. (1)PER BRACKET -1 °c
STEEL TRACK BRACKETS I 1 1 i I SEE SHEET 3 FOR BRACKET SPACING C�
SEE SHEET 3 FOR SPACING
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PRODUCT RENEWED '
1 Bu=IyinB with the Florida
7-1/2'% .050' 1/4-20 SS BOLT _
INTERIOR SIDE 7-1/2'X.071" &NUT BulTaing code
GALV•STEEL END ROLLER HINGE NOA-No. -- -------
CENTER HINGE 1.82'DIk X.50"STEEL ROLLERS (STD.) Expiration D 0811412021 •. drawing n0.
14 GA X 2-1/8•X 1•S(STANEELDARD)
TRACKnn TE OF .i ..
12 GA.X 3-5/16'% 1-1/TR CK PLATES
7/1 B'PUSHNUT 1.82'DIA.%..50 NYLON ROLLERS (OPTIONAL) Dy ���'tp•'• ORID�':'; 03-06
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT SECTION B-B 2.75'Dl4 X.50'STEEL ROLLERS (OPTIONAL) Iplaml-Da • roduct Control X88 a\`
W/ 1/4-20 X 5/8'TRUSS HD. 2.75'Dt4 X SO"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S.k LOCK NUT WITH 5'STEM
2 X 2 X 1/8"HORIZ.ANGLE f• m
3/16'ALUM RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HDRIZ. TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK
2' _ �AT 12'O.C_ 5/16°SLEEVE ANCHORS CENTER SUPPORT REOD.ON DOORS WITH TWO WELDS AT 1-1/2"APART
2-3/4'%5-1/2"X 3°X.104' WITH 1-1/4"EMBED INTO MASONRY D(REEDING 8 FT.IN HEIGHT FIRST AT 3"O.C.
3 PER BRACKET II A REST AT 9"O.C.
TG04LPV ROLLER BRACKET ON EACH SIDE II 1 CONNECTED TO FLAG BRACKET ANGLE m
_ FASiQJEO W/(6)8 14 X 5/8'S.M.S. AND W/3/e-16%3/4"BOLT&NUT ry A U
090 THK GALV.STEEL ADJUSTABLE
2-1/2!IX 4-1/4'X 13 CA STEEL PLATES -- A�,J (2) 1/4-201 X 5/8'BNG SHAFTOLT&NUT
WELDED TO 1-1/2'X 1-1/2'X 14 GA.ANGLE
SUDE FASTENED TO BRACKET - - FASTENED TO TRACK _ I-- E S
W/5/16-18 X 3/4'HEX HEAD WITH (4) 1/4-20 SS. BOLT&NUTS __ C�-I,
M.SCREWS&NUTS. HDRIZ,TRACK LENGTH= OPENING HEIGHT PLUS 12"
TOP BRACKET a y?Cn1 yy
(STANDAILD) TOP BRACKET VERTICAL TRACK_�F
LOW HEADROOM DOOR 14 G4.GALV.STEEL TRACK 2-1/8'X 1'X.080' O m
SECTION A-A
HORIZONTAL REINFORCEMENT O 0 IL ki D 4 1g1Q
1/2"X 1-3/4"X.059"FORMED STEEL O 0 G "'
GLUED TO PANEL AND FASTENED TO 2"X 5-1/2'X.104" Z J N
VERTICAL STILES WITH FASTENED W/(4)p 14%GALV.
8"S.M.S. • SECTION HDGHTS BRACKET PLACEMENTS LL 2 N LL 1.3
(2) 3/16"POP RIVETS TOP ROLLER BRACKET FOR DOOR
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION HEIGHT 1ST 2ND 3RD 4TH 5TH B7 82 B3 B4 B5 86 B7 B8 CI 1004
1/2'X 1-3/4'X.058°FORMED STEEL 6'-0' 18'19" 18"18°N/A 1"TO 2"11-3/4" 23' 34' 45 S6" 67' - Q W m
GLUED TO PANE.AND FASTENED TO 6'-6' 21"18' 18'21"N/A 1°TO 2'11-3/4" 23' 34" 45° 56 67° - 0
VERTICAL STILES WITH
(2)3/18"ALUM RIVETS T-0' 21".21'21'21"N/A 1'TO 2"11-3/4' 23' 34' 45' Sfi" 67" -
- TO 2'11-3/4° 23' 34' 45' S6" 67" 78-1/4-
5/16-MEETING RIB
B'-0' 27"18° 18"18" 21"1"TO 2'17-3/4" 23' 34' 45 56 67" 78-1/4"
-- PLASOC/STEEL ROLLERS —SECTIONS ARE NUMBERED STARTING AT THE BOROM Of a1
1.82°DIA X.50' FOR DOORS MORE THAN 8 FT. HIGH. USE ADDITIONAL TRACK BRACKETS AT 1D'O.C. 0O p
GI W/.44 DIA.X 4-1/4"STEM =l0 C3 I M
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OPTIONAL INSULATIONS: =o Q
BY'DVFLA57 PRODUCTS LLC' 0 o m ¢ U a
EPS-EXPANDED POLYSTYRENE o m 1.9'%219'%3.3'X.090" Z Uj a
DENSITY-1.05 PCF STEEL TRACK BRACKETS — Z m
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OR m CONNECTED TO TRACK WITH
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DENSITY-20 PCF
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m U O Z
OR u1 n
BY'CELLOFOAM NORTH AMERICA' (31
DENSITY- 1.03 PCF m Q N< ,
N.OA#15-1203.04 O^_
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BY'INSU EDAM � 0
DENSITY=0.92 PCF
N.O.A.fi14-0311.08 m B
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ROLLER HINGES FASTENED
W/(6)J14 X 5/8"SMS m �
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MM. 024'ROLL FORMED STEEL PANEL
DRAWING QUALITY G-40
MIN.YIELD STRENGTH m 34 K51 BA -0TRACK CONFlGURATION U:
WITH PRIMER AND KEDN m i
J POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
VERTICAL LI HIGH LIFT STANDARD UFf LOW HEADROOM 21° o m
a-
DOUBLE TRACK m g= 8
12 CA GALV.STEEL AVAILABLE_ TRACK OPTIONS
BOTTOM BRACKET FASTENED L c
W/(4)f14 X 5/8'SMS O
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PRODUCT RENEWED
O ascemplyingewith the FloridaBuildin
BOTTOM SEAL OPTIONS NDA-No.CCoodd 16-0330.03
SEE SHEET 4
Explmtion Da! 8/14/2021
OF ` /� drawing no.
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*1." REINFORCEMENT (]
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4a RIVE% STEEL FTVEfSSOFRLLF DRIWNG SCREWS Z° m
MULTIGRIP W/DOME HEAD 3/16''RNE7('STEEL RIVETS AT 48`O.C. MULTIGRIP W/DOME HEAD REIORCEA/FMAT 48'O.C.1/2"X13/4'X.058"FORMED STEELO O 2BY 1/4'p10.LAG SCREW /4'DU,.LAG SCREWS AT 8'FROM E14DSAT 6'FROM ENDSOW m
AND 21'O.C.MAX. AND 21'O.C. MAX. 'm W'STRIP�MrM TRIP ADAPTER O 6 O
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RUBBER W'STRIPPINC RUBBER W'STRIPPING 1z g Z LLO N
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BOTTOM SEAL OPTIONS
OPTICN 'AOPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPEGFlC GRAVITY SG=0.55 MIN.) o M
THE INSTAUAT10N METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT r?
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. ANCHOR SPACING
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ANCHORS STRUCTURE FJABm SPACING EDGE DIST. U= �+-
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. 3 8 HLC SLEEVE BY HILTI OONC. 1-1 4 B" 1-5 6 [2 Z~'Z m
3 8'HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1 4' J
W
5/16'X 1-5/8' 3/8-DYNABOLT BY'ITV!' CONC. 1-1 2' B' 2' m m
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY'ITW' FILLED BLOCK 1-1/2
8" 3-3 4 O O 3
AT 1Y O.C. MUST SUPPORT THE LOADS IMPOSED 3 8 POWER-BOLT BY POWER CONC. 2" 8' 1-7/8;-- O Z
BY DOOR SYSTEM 318"SLEEVE-ALL BY SIMPSONS GONG. 1-1 2 8' 1-7 8 LLI O _
CONCRETE 1'c-300D PSI MIN. DD 01
5/16'DIA.BOLTS C-90 GROUT FILLED BLOCK fm-2000 PSI MIN. QO�•_ J
_•e.'. - WITH WASHER k NUT
WOOD BUCK CONNECTION TO MASONRY >• AT 12"0.C. MAX EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH 1 I 3 I
1/4'ULTRACCN BY'ELCO'WITH SPACING OF
14'O.C.INTO GROUT FILLED BLACK WALL,WITH 2-1/4'MIN. EMBED 1 1-1/4'X 2-1/2'X 14 GA I8 o
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED 1_1/2• 1-1/2' CONT.STEEL ANGLE 1
2-1/2'MIN.EDGE DISTANCE
12 GA.GALV. STEEL
1/4'TAPPER BY'POWERS'WITH SPACING OF FLAT BRACKETS t3'LONG
10"D.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED 1/16'X 2-1/2 AT 12°O.C.IN DOOR OPNG. 2-1/8'X 1'X 14 GA. L� "
12'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED FILLET WELDS AT 18'O.C.ABOVE DOOR OPNG. CAL.STEEL TRACK
3"MIN.EDGE DISTANCE AT 12"O.C.MAX. CONNECTED TO CONE.ANGLEJ—SLOTTED
FASTENED TO TRACK PLATES
3/8"CONFIEX BY'ELCO'OR W/(3)SPOT WELDS AT EACH SIDE (2) 1M.S.X5/8'TRUSS H0.3/8"LDT BY'IIW'WITH SPACING OF M.S. LOCK NUT
24'O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBED CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK a u
3'MIN. EDGE DISTANCE TO WOOD SUCK TO STEEL TO CONCRETE AND FILLED BLOCK
3/B"HLC SLEEVE BY'HILTI'WITH SPACING OF �0.
6"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/2`MIN.EMBED,4"MIN.EDGE DIST. ALTERNATE TRACK INSTALLATION I
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND
2-1/2'MIN.EDGE DISTANCE `t�111 ULV�� I
PREPARATION OF JAMBS BY OTHERS PRODUCT RENEWED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY as eompfng with the Florida
BUIldingodo ''•.tb„ .. a
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 0692
BY DDDR SYSTEM. won-►to. 76-0330.03
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF - - +
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY P.xpiratloo 08�1M2021 HIS
BUILDING OFFICIAL UPON INSPECTION. gy 8UTE OF drawing no.
Miami-Voda roduct Control ', •aoa,D��'�,�. 03-06 ;
MAXIMUM EXTERIOR(+)LOAD PER JAMB=(16.16'X 27 PSF)/2 218.2 Lbs per FL /��L
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16'X 30PSF)/2=2424 Lbs per Ft. �� IrIHHI ltttt sheet 4of 5
f
Soo p .2so U
*PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
24 Ga(.024)STEEL MIN. SEE EVIDENCE PAGE C n o
L765 L725 d q
7/16'DIA WASHER
IL
O m
j I � I O�y�
B8 X 3/4'SMS 21 3/4' I�—.eo0� a°¢¢ o
1 �i. 1 1 O 3/8'FROM ENDS MAX. .176 Q 999
AND 7'O.C.MAX WOW.WIDTH O O 0
0 d n eJ
s * EXTERIOR FRAME * INTERIOR FRAME N b o$
1 1j w 18 1/8" RIGID PJC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTIONQ LL IF
1 1 1 \ (4)S8 X 3/4'SMS a x o MAX. w lq_c
O 1-3/8'FROM ENDS \o S R Q
AND 6-1/2'O.C.MAX. o N O.LO. o
Z
E:1
j
I1I I 173 X.062 DEEP '
IIII GROOVE
I I
lilt f J K
IIII .'_" _ O
0 n
01l 1/4'POLYCARBONATE LOM
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E
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I•I BY'SASIC INNOVATIVE PLASTICS W >
IIII NOA 415-0915.08 Q li
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= F
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ED
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I I .175 X.062"'I" " G W p1111 GROOVE GGG a up
III
111 I;I I` i (4)#8 X 3/4'SMS INSIDE ELEVATION
Ilil ' O 1-3/8'FROM ENDS H"
1 AND 6_1/2•G c MAX RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS a, p
!! WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
C
O l g8%3/4'SMS N m
1 !11 1 O 3/8'FROM ENDS -175%.062 DEEP
B 1 AND 4-1/2'O.C. MAX. GROOVE o o'
�l =0�
#5 X 3/4'SMS � � I �
O 3/8'FROM ENDS _AND 7"O.C.MAX.
PRODUCT RENEWED .`
as eomplyin with tho Florlda
7/16'DIA WASHER ® �' \c ' I
------- Building Code a
70592 '.b
NOA-No. 16-0330.03 -�;,
2t CA (.oz4DOORSTENEL]'M . EXTERIOR Expiration e0811412021
DOOR PANEL 15/16"MIN. O.L. OPG. BY ��.'. OP :' = drowing no. i
24 CA(.024)STEEL MIN. GLAZING BITE mloml-o rodaet control •'•
'�`1�
�;s•.�orao.:'G� 03-06
WINDOW WIDTH '7`p�ONA4
��rr111111\\t sheet Sof $