HomeMy WebLinkAboutProduct Approval RECEI`,"D FEB 0 9 2616
MlAM[•DADS MIAMI-DARE COUNTY
f.�l'1�81r PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) IyEami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(186)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) mvw.miamidade.aoy/economy
DAB Door Company,Inc.
12195 NW 98`b 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 iii Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(A-11J).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(Irl
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 MasterG Model 824/811 Steel Sectional Garage Door 16'-2"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 last revision K dated 03/09J2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT RATING:Large and Small Missile Impact Resistant;
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number, approval number(NOA),the applicable test standards, and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall because 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 NOVA renews NOA#14-0814.10 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No.15-0304.01
C
DADE COUNTY Expiration Date:July 21,2020
...4 , ,S Approval Date:April 23,2015
Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS -
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NDA #11-0414.1-211
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-07-4200, dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.IIETI-11-T100,dated
01/21/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA #05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
b. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared
by Hurricane Engineering&Testing Inc,ReportNo.HETI 03-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B 117 of a painted G-40 steel panels,
prepared by Celotex Corporation,Test Report N9.258592,dated 08/17/1998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NDA#14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation, dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
#64
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0304.01
Expiration Date:July 21,2020
Approval Date: April 23,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitter)under NOA#11-04-7432":
2. Anchor verification calculations prepared_by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F B.0
2007,dated 12/19/2008, signed and sealed by Humayoun Farooq;P.E.
"Submitted under NOA#09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.13-0717.01, issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Iusulfoam,LLC,for their
Insulfoarn 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.
"Submitted under NOA 9 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-AO 02, dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D63 8 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed i
and sealed by I. Ghia,P.E.
i
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material", prepared by ETC Laboratories,
Report No.04-761-15019.0, dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.10"
I. Statement letter of code conformance to the 51h edition.(2014)FBC and no financial interest.
issued by Al-Fatooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:_April 23,2015
E-2
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p' 7-1/2"X 2-1/4"X 18 GA. -- PUSH NUT TOP FlXTURE 5-1/2"X 2-3/4'X 0.1" m
GALV.STEEL CENTER HINGE p `� STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER �� o
0 W/(4) 814 X 5/8"SMS / -FASTENED TO END STILE WITH TO BE INSTALLED AT
WITHOUT DELRON SLEEVE(STD.) 1
(6) 8.14 X 3/4"SELF DRILLING SCREWS ANY CENTER SDIE �I
p 7-1/2"X 3"X .071"GALV.STEEL I 0 p I SEE SHEET 3 FOR TOP BRACKET OPTIONS N
END ROLLER HINGE I I 1 io,W/(6) 814 X 5/8"SMS p pCENTER STILESA/ SEE SOH. 'A' r WITHOUT DELRON SLEEVE(STD.)WITH DELRON SLEEVE(OPTIONAL) p - - ry
7-1/2"X 2-1/4'X.071 t` - Io
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DOOR 'U'BARS AT _ W 00 w
HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"X.010" `� OPTIONAL VENTS I m 0 1
6'-6' 2 SECTIONS 18'2 SECTIONS z1' STEEL PLATE (3)5'WIDE AT 7"O.C. MAX OPTIONAL FLUSH FACE o O 3 O m
6'-9" i SECTION 18" 3 SECTIONS 21' WITH (4)814 X 3/4'SOS OPNG.AREA NOT TO EXCEED 120 SO.IN. MAX.DOOR WIDTH WOOD GRAIN DESIGN L q O Z
77'3" 4 SECTIONS 21'_ -- 16'-2" 0 Tg
CENTER S
TILE DAB DOORS INC. O1
7'-6' 5 SECTIONS 18'- INSIDE ELEVATION c� GO a
7'-9 4 SECTIONS 18"1 SECTION 21' Hurricdne Master®Model 824/811 .r T
e' 3 SECTIONS I9"2 SECTIONS 21" OUTSIDRAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0° High
8'-3' 2 SECTIONS 18"3 SECTIONS 21' HANDLEND.STILE With window Lite Option
8'-6' 1 SECTION 18' a SECTIONS 21' 81 X 3/4'SELF DRILLING SCREWS MAY BE USED -
e'a' S SECTIONS 21'- IN LIEU OF 814 X 5/8"SMS '
s' 6 sEcnDNs fe - LOCK BAR GUIDES DESIGN PRESSURE RATING = + 36.0'PSF
9'-3" 5 SECTIONS IS'1 SECTION 21" ON END STILE, - 44.0 PSF m -
9'-6" 4 SECTIONS 18'2 SECTIONS 21' WITH (4)814 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL_ ___ NOTE-NOTES
9'-9' 3 SECTIONS 18'3 SECTIONS 21' -
10' 2 SECTIONS 18'4 SECTIONS 21" g X .6W LOCK BAR1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE p10'-3' 1SECTION18" SECTIS21GES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH
EDITION(2014) ow�'
10'-6' 6 SECTIONS 21'- ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRIGWE ZONE(HVHZ).
CEMER STILES SCHEDULE'A' 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS,
11' 5 SECTIONS 18"Z SECTIONS 21" m Qig i
-TO'-9' 6 SECTIONS 18'1 SECTION 21 OUTSIDE KED LOCK ANCHOR EMBEDMENT TO BASE'MATERIAL SHALL BE BEYOND WALL
CENTER STILES CONFIGURATION
11'-3" 4 SECTIONS 18-13 SECTIONS 21' OPTIONAL ODOR WIDTHS 6 OF CENTER STILES DRESSING OR STUCCO.
11'-6" 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® � e'-0'TO 9'-10' 2 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
II'-9" 2 SECTIONS 18"5 SECTIONS 21" ALTERNATE TO 1o'-0'TO 11'-10' 2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN e
12' 1 SECTIONS 18'5 SECTIONS 21"� - SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10' J 3°d^=10$
THESE DETAILS ARE NOT PART OF THIS APPROVAL,
12'-3'7 SECTIONS 21'- LOCKS SHOWN ABOVE 8'-0"TO 9'-10-0"TO 9'-10" 14'-0"TO 15'-10' _{ •�
5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD-ONLY. m o
12'-6' 6 SECTIONS 18'2 SECTIONS 21" DOOR WIDTHS 15'-11'TO 1fi'-2' S
12'-9' 5 SECTIONS J8'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA I
BUILDING CODE,TAS-202,TAS-201 do TAS-203 FOR.HVHZ AND
1- 4 SECTIONS 18'4 SECTIONS 21' I�f
13'-3' 3 SECTIONS 18'5 SECTIONS 21' ® ® ®III III ® ® ® ® ASTM E1886-OS/ASTM E1996-09. '
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14'-6'S SECTIONS 18'4 SECTIONS 21' AooeDlsca do A( o g
14'-8'4 SECTIONS 18'S SECTIONS 21' ® � ®®
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5/16"X 1-5/8°LAG SCREW 6 PER TINGE END STILE,CONNECT TO PANELS WITH INSTALLED IN 9 16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) FLAPS AND (5) OR(6)3/16'ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2'X 1-3/4"X.058'FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET GLLEO TO PANEL AND SECURED TO ANCHORS AT TRACY BRACKET'
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12 GA %3-5/16'X I-1/2"(OPTIONAL) 7/B"PUSHNUT 1.82'DIA. X .50"NYLON ROLLERS (OPTIONAL) iL PmdudCaltd
FASTENED TO TRACK PLATES INSTALLED ON ROLLER.SHAFT 2.75'DIA. X.50"STEEL ROLLERS (OPTIONAL)— 02-21
W/1/4-20 X 5/8'TRUSS HD. 2-75"DIA X.50"NYLON ROLLERS(OPTIONAL)
SLOTTED M.S.&LOCK NUT SECTION'8-B WITH 5"STEM sheet 2 of 5
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2" 2-3/4'X 5-1/2"X 3`X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS, ��pp
GALV.STEEL WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT.IN HEIGHT 2"X 2"X 1/B'HORIZ.ANGLE
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B Fr.OR ry
FASTENED W/(6)B 14 X 5/8'S.M.S. - I I 1 DOORS WITH INSULATION OR WINDOWS !n 0
14 GA.GALV.STEEL ADJUSTABLE SPOT WELDED TO HORIZ.TRACK 0 ig w
SUDS FASTENED E BRACKET 2-1/2"X 4-1/4"X 13 GA.STEEL PLATES WITH TWO WELDS AT I-1/,',APART !W
W/5/16-18 X 3/4"HEX HEAD - WELDED TO 1-1/2"X 1-1/2"X 14 GA ANGLE -- p...-J
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() / -- HORR.TRACK LENGTH= OPENING HEIGHT PLUS 12"
TOP BRACKET - - AND TO SPRING SHAFT GUIDE WITH a�
(STANDARD) TOP BRACKET j (2) 1/4-20 X 5/8"BOLT&NUT
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GLUED TO PANEL AND FASTENED TO 2-1/8"X 1"X,080"
(2V)T3�16 POP RIVEETTS- 2"X 5-1 GALV. 104L - SECTION A-A y 3 0'n
FASTENED W/(4)# 14 X 5/8"S.M.S. Q CRi(4
TOP ROLLER BRACKET FOR (i'Z N F�
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR SECTION.HEIGHTS BRACKET PLACEMENTS J l7 M
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT.1ST 2ND 3RD 4TH STH B1 B2 83 B4 BS B6 87 BB
-/GLUED TO PANEL AND FASTENED TO VERTICALSTILESSRLES WITH - 6'-0' 18"18" 18" 18i N/A 1`TO 2"11-3/4" 23" 34' 45° 56" 67° -
(2)3/16"POP RIVES b'-6' 21" 18' 1B"21"N/A 1:TO 2"11-3/4" 23" 34" 45" 56" 67°
5/16"MEETING RIB 7'-0` 21"21° 21 21"N/A i"TO 2"11-3/4" 23" 34" 45" 56" fi7°
_ PLASTIC/STEEL ROLLERS 18" 1B° 1B' 18" IB"1"TO 2"11-3/4" 23" 34"_ i5° 56"
1.82"DIA. X.50" 5E -_-f 8'-0° 21.18 18° 18 21"1"TO 2"11-3/4" 23" 34' 45" 56"
® �W/.44 DIA.X 4-1/4"STEM =w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M
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DRAWING QUALITY C-40 o. k
MIN.YIELD STRENGTH-39 KSI
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FLA.PE 70592 0 6om9176y Mit!dw Florom o
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BOTTOM SEAL OPTIONS CAN. 38
SEE.SHEEP 5 Ae pi oe No S-O 0 •41 % 8
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' >�' drawing no.
SECTION A-A
SEE SHEET 2 FOR LOCATION •r
.OF REINFORCING TRUSSES -
' sheet 3 of 5
i
3 4" REINFORCEMENT m
IN. 1/2'X 1-3/4'X-.058'
DGE �8 X 1" '058-
FORMED STEEL i a
DIST.
i 1-1/2"MIN. SELF DRILLING SCREWS #8 X 1' o
m 2 I GE GIST. I m 3/16"'RIVER'STEEL RNETS
SELF ORIU.JNG SCREWS O F- W
MULTIGRIP W/DOME HEAD 3/16•'RIVE%'STEEL RIVETS
�o AT 48'O.C. MULTIGRIP W/DOME HEAD f N
AT 48'O.C. p,
REINFORCEMENT .0
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2�. 1/4'DIA.LAC SCREWS '28Y 1/4"DIA LAG SCREWS D-
WSTRIP
W000 BU AT6"FROM ENDS WOOD BU AT fi•FROM ENDSAND 15'O.C. MAX. I I AND 15'O.C. MAX. - O ADAPTER
ALUMINUM W'STRIP ADAPTER
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1.790
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BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B' 00
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN,) M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W
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 _ (3F.�
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING — Z
ANCHORS STRUCTURE EMBED SPACING EDGE DIST. B co ca p 1
3 8 HCQ SLEEVE BY HILTI CONC. 1-1 4' 8' 2'
38 CONFLIX BY'ELCO FILLED BLOCK 8' 3-3 4 LL O Z N
3 8"DYNABOLT BY ITW' CONC. 1-1 2 8' 2-1 2
STEEL STRUCTURE BY OTHERS N
3 8'POWER-BOLT BY POWERS CONC. 2" 8' 2" o ❑
5/16-X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3/8-SLEEVE-ALL BY SLMPSONS CONC. 1-1 2" B' 3" Lo
LAG SCREWS B1'DOOR SYSTEM
AT 12'O.C. CONCRETE Vc- 3000 PSI MINZ2010P,51
Q N 3
5/16"DIA. BOLTS C-90 GROUT FILLED BLOCw ❑_:c
WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY AT 12"D.D.LO
\.s' EDGE DISTE1
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO '
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH � 4
1/4"ULTRACON BY ELCO'WITH SPACING OF ��• n
12"o.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED g E,
10"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED 1-1 4"X 2-1/2'X 14 GA
2-1/2"MIN.EDGE DISTANCE 1-1/2" 1-1/2' `-'CONY.STEEL ANGLE
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GAILY.STEEL 0 6 0
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FIAT BRACKETS f3'LONG z b r
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN. EMBED 1/18•X 2_1/2 2-1/B•X I•X 14 CA
3"MIN. EDGE DISTANCE FILLET WELDS AT 12"D.C.,IN DOOR OPNG. GAL.STEEL TRACK
m
AT 18"O.C.ABOVE DOOR OPNC. FASTENED TO TRACK PLATES
AT 12"D.C.MAX. CONNECTED TO CONT.ANGLE W
' 3/8"CONFLEX BY'ELCO'OR /(Z) 1/4-20X5/8'TRUSS HD. ,
3/8"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT
23"0•C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED o
3°MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS AAIGLE TRACK
TO WOOD BUCK CONCRETE ANO BLOCK $-2
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF TO
TO FILLED '>5 x_
10"O.C.INTO GROUT FILLED BLOCK WALL,WITH 7,-1 4'MIN. EMBED, 4"MIN.EDGE DIST, —
IS"O.C. NTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2"MIN.EDGE DISTANCE ALTERNATE TRACK INSTA ATION
o i
PREPARATION OF JAMBS BY OTHERS �9r JAV/WLAHMAD PRDMGT RENEW Pi
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY �E.A.1 t53892 B withIMFlaridIj o I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED
BY OR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLAIION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. 2015 11TaQItlCaltel drawing i no.
MAXIMUM EMERIOR(+)10A0 PER JAMB=(16.16'X 62 PSS/2=291 Lbs per Fl.
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16'.X 44 PSF)/2 355.5 Lbs per FI. sheet 4of 5
*PLASTIC COMPLIES WITH t t 3
DOOR PANEL CHAPTER 26 OF FBC N
24 GA.(.024)STEEL_MIN. SEE EVIDENCE PAGE z
n
. 7.765 1.725
7/16'DlA.
WASHER • - a W
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I I I I ! l (4)#8 X 3/4'SMS a x d MAX. 2 N alo
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fill t AND 6-1/2'O.C.MAX. /y WINDOW LJTES CAN HE IN ANY LOCATION IN DOOR SECTION x a x a z
t ' #8 X 3/4"SMS � '
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___ ____ _ __ ______ Engr.JAVAOpp AHM+L7 114"7'ilE1J'E1MF.0
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7/16"DIA.WASHER -_- _ - _ _ ___ _ 'SCAN 55705 38 2 'Bpm
DOOR PANEL. EXTERIOR BY
DOOR PANEL. ,�--
24 GA 15/16"(.024)STEEL MIN. MIND.L.D.l.OPG. I Pf0�1t,1 C(rll0� dwing no.
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24 GA.(.024)STEEL MIN. GLAZING SITE 04-2
WINDOW WIDTH
sheet 5 of LD
3