HomeMy WebLinkAboutNotice of Acceptance 9
MIAMI-DADS MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.minmidagLgov/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 not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 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 09/1012002,with last revision K dated 03/09/2015,sheets I 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 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#14-0814.10 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
M�AM�•DADECOUNW Expiration Date:July 21,2020
f !S Approval Date:April 23,2015
0411�1� 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 NOA #11-0414.12"
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.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.,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.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared
by Hurricane Engineering&Testing Inc,Report No.HETI 03-TO78,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 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-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
a416ru'�S
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.)
"Submitted under NOA#11-0414.12"
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 Insulfoam,LLC,for their
Insulfoam.Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 11-0926.07, issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06, issued to Dyplast Products,LLC,for their
Dyplast ISO-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiating 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#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G 15 5 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.BETI 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 "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 5"edition(2014)FBC and no 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.15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"%2-1/4"X 18 CA. -' PUSH NUT TOP FIXTURE 5-1/2" X 2-3/4"X 0.1" 0
GALV. STEEL CENTER HINGE 0STEEL PLATE WITH ONE 5/16-1B MS W/ NUT OPTIONAL DOOR VIEWER o_
W/(4) #14 X 5/8' SMS �' \\� -FASTENED TO END STILE WITH TO BE INSTALLED AT
° WITHOUT DELRON SLEEVE(STD.) 1
(G) a14 X 3/4"SELF GRILLING SCREWS ANY CENTER STILE I
p 7-1/2"X 3'X .071"GALV.STEEL I O O I SEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER H1NCE0
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MIN.LOCK ENGAGEMENT `� [. - ----- _ __ _ _ I o C, o Q w y_a
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STD. LIFT DOOR LOW HEADROOM • J I N
_ DOOR OPTION
TOTAL B of -- " Z z e
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HEIGHT CONSISTS OF EACH 000R 7-7/8'X 3-1/8"X.010" 1 _ ' O
OPTIONAL VENTS I 0' e
V-6" 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. V..OPTIONAL FLUSH FACE O 3< N
8'-9' 1 SECTION 78' ]SECTIONS 21' WITH (4) 814 X 3/4"SOS OPNC.AREA NOT TO EXCEED 120 S0. IN. WOOD GRAIN DESIGN L A O Z
7' 4 SECTIONS 21'- _.-.____ __ MAX. DOOR WIDTH ., o
7'-3"
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INSIDE ELEVATION a N g
7'-9" 4 SECTIONS 18"1 SECTION 21' Hurricane Master®Model 824/811 v O.-x
8' 3 SECTIONS 18"2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR
HANDLE END STILE Moz. Size 16'-2" X 16'-0" High
e'-J' 2 SECTIONS 18'3 SECTIONS 21' O
8'-6" 1 SECTION 18" 4 SECTIONS 21' 0 _ With Window Lite Option
5 SECTIONS 21'- /J74 X 3/4"SELF DRILLING SCREWS MAY BE USED
IN UEU OF X14 % 5/8"SMS
s' 6 sEcnoNs 1e"- LOCK BAR GUIDESDESIGN PRESSURE RATING = + 36.0 PSF O t
S SECTIONS 18.1 SECTION 21" " INSTALLED ON END STILE - - 44.0 PSF LL
9'-6" 4 SECTIONS 18"2 SECTIONS 21" WITH (4) #14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTESNOTES
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9'-9' J SECTIONS 18'3 SECTIONS 21" 10
10' 2 SECTIONS 18"4 SECTIONS 21' �1 4 18T X 6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o
10'-3' 1 SECTION 18" 5 SECTIONS 21" R ENGAGES IN TRACK- REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
10'-6' 6 SECTIONS 21'- 25 ON EACH SIDE OF DOOR INCLUDING RICH VELOCITY HURRICANE ZONE(HVHZ). u w
10'-9' 6 SECTIONS 18"1 SECTION 21" OUTSIDE K ED LOCK CENTER STILES SCHEDULE'A' '01,19,121 i i z
11' 5 SEcnONS 18'2 SECTIONS 21' �� CENTER STILES CONFlGUMTION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
1t'-3' 4 SECTIONS 18'3 SECTIONS 21' PT ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
® ® � 000R WIOn15 OF CENTER STILES DRESSING OR STUCCO.
11'-8' ]SECTIONS 18'4 SECTIONS 21' LOCK 84R LOCKING SHOWN 8'-0'TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL
IV-9'2 SECTIONS 18'5 SECTIONS 21' ALTERNATE TO tO'-o'TO il'-1o" _ _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN '
12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10" s THESE DETAILS ARE NOT PART OF THIS APPROVAL. $o n m
t2'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE ��8'-0"TO 9'-10-0'TO 9'-10" 14'-0-TO 15'-10' 4 •g ^o ^o
12'-6' 6 SECTIONS 18'2 SECTIONS 21" -- -- 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. v 0
DOOR WIDTHS 15'-11"i0 I6'-2' S
1 131 5 SECTIONS 18'3 SECTIONS 21" DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
13' 4 SECTIONS 18'4 SECTIONS 21' BUILDING CODE,TAS-202,TAS-201 k TPS-203 FOR HVHZ AND
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15'-6' 1 SECTION Ie• 6 SECTIONS 21' m N 11 IT IT 11
15'-9' 9 SECTIONS 21'- �12'-0'TO 13'-10"__--�� 115'-11"TO 16'-2" _- OL-L
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5/16'X 1-5/8'LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH
(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
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1.9"X 2.19 X 3.3"X.090' ANCHOR TYPE A OR B 0 u s_ Y
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12 GA.X 3-5/16'X 1-1/2^(OPTIONAL) pkwomd
7/8"PUSHNUT 1.82"DIA. X .50"NYLON ROLLERS (OPTIONAL) ,
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL)— 02-21
W/ 1/4-20%5/8'TRUSS HD. 2.75"DIA.X .50"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5"STEM sheet 2-f 5
1-1/2'X 1/2"X 1/8"HORIZ.ANGLE f 1 m
POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WODD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT.
2 J" / _ 5/16'SLEEVE ANCHORS CENTER SUPPORT RED[). ON DOORS WITHOUT INSULATION OR WINDOWS, N
2-3/4'X 5-1/2'X 3'X.104° WITH 1-1/4" EMBED INTO MASONRY EXREEDING 8 FT. IN HEIGHTFOR 2"X 2"X 1/8"HORIZ.ANGLE I
GALV.STEEL __
OP ROLLER BRACKET 4 F5/8 SIDE 3 PER BRACKET i I A 1 DOORS OOR HEIGHTS WI H INSULATION R WINDOWS m j
FASTENED W/(6)Y 74 X 5/B'S.M.S. p
14 CA. GALV.STEEL ADJUSTABLE SPOT WELDED TO HORI2.TRACK
2-1 2"% 4-1 4'X 13 GA STEEL PLATES WITH TWO WELDS AT 1-1/2°APART
SUOE FASTENEO TO BRACKET / / A J FIRST AT J"O.C.,REST AT 9'O.C.
- WELDED TO 1-1/2"X 1-1/2'% 14 GA ANGLE - _�HORIZ.
f N
W/5/I6-18 X 3/4'HEX HEAD CONNECTED TO FLAG BRACKET ANGLE
M.SCREWS&NUTS. FASTENED TO TRACK W/3/8-16 X 3/4°BOLT&NUT 0' �
WITH (4) 1/4-20 SS. BOLT&NUTS - - LENGTH = OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITH Q
TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT&NUT
(STANDARD) TOP BRACKET / O;
• (OPTIONAL)- Q�j v
- LOW HEADROOM DOOR - _-N 14 CA GALV.STEEL TRACK V G W
HORIZONTAL REINFORCEMENT a¢W29 o
1/2'-X 1-3/4"X.058"FORMED STEEL VERTICAL TRACK Q d Q N
GLUED TO PANEL AND FASTENED TO 2-1/8"X 1'X.08D' Q 4 n-
VERTICAL STILES WITH 2"X 5-1/2"X .104' - SECTION A-A
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(2)3/16'POP RIVETS GALV.STEEL } Q W 3� 6!
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TOP ROLLER BRACKET FOR J m U
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS
HORIZONTAL REINFORCEMENT Q f
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 B2 03 B4 B5 86 B7 88 _
GLUED TO PANEL AND FASTENED TO 6'-0' 18" 18` 18" 18'.N/A 1"TO 2"I1-3/4" 23 34 45" 56 67 —�
VERTICAL STILES WITH "—\ o
_ (2)3/16"POP RIVETS 6'-6" 21"1B" 18"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"_
5/16'MEETING RIB 7'-O" 21°21" 21"21"N/A 1"TO 2"11-3/4" 23' 34" 45" 56" 67" - 6
PLASTIC/STEEL ROLLERS F 7'-6" IB"18" 18' 18" 18"1"TO 2"11-3/4" 23" 34" 45' 56" 67"
- ® x __f 8'-0` 21"18' 18'18" 21"1"TO 2`11-3/4" 23' 34" 45° 56" 1 67" 78-1/4" °D
1.82° DIA. X.50' r,
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OPTIONAL INSULATIONS: z¢ {N Q J
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DENSITY a 1.05 PCF
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14 GA.GALV.STEELROLLER HINGES FASTENEDW/(6) # 14 X 5 8"SMS
MIN. 024'ROLL FORMED STEEL PANEL �a
DRAWING QUALITY C-40
MIN.YIELD STRENGTH= 39 KSI o -
-----`WITH PRIMER AND BAKED-ON C
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
e
VERTICAL LIFT HIGH LIE[ STANDARD LIFT LOW HEADROOM
DOUBLE TRACK — —�
12 GA.GALV.STEEL
BOTTOM BRACKET FASTENED AVAILABLE TRACK OPTIONS
J W/(4) # 14 X 5/8'SMS e c
Engr.JAVIO AHMAD _
FLA.PE 70592MI 77i4TA F'bnd� $ 1
C.A.N. 8 I91GId QDde S n
O BOTTOM SEAL OPTIONS Aclkgnome No -
�SEE SHEET 5 20 v v; 0 5
R M ���� drawing no.
SECTION A—A
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet 3oT 5
3 4" REINFORCEMENT f m
IN. 1/2"X 1-3/4'X.058" o
DGE FORMED STEEL
�8�zi
DIST. 88% 1'-1/2'MIN. SELF DRILLING SCREWS — (t8 X 1' •
_ OR SELF DRILLING SCREWS Z
I CE DIST. o m 3/16"'RNE%'STEEL RIVETS OR G m cs
om m N o MULTIGRIP W/DOME HEAD 3/16"'RIVE%'STEEL RIVETS ¢¢
AT 48'O.C. MULTIGRIP W/DOME HEAD f'
I 3 AT 48'D.C. Q IL
REINFORCEMENT C,O 0
1/2'X 1-3/4'X.058° 0 MJj
1/4'DOL LAG SCREWS 2B1 1/4'DIA.LAG SCREWS FORMED STEEL O O I
2�,
-AT 6'FROM ENDS �-AT 8'FROM ENDS O
WOOD B� I WOOD BU I _
AND 15'O.C.MAX. j AND 15'O.C.MAX. O
1 W'STRIPADAPTER-- W'STRIALUMINUM
STEEL
ESP ADAPTER O a Q Q g
RUBBER W'STRIPPING RUBBER W'STRIPPING C� N
w'n
ILL a ��'
348
—�
L � I �h--1.750�i 1.790---- -
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
w
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) 'o
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT wN' w
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
J V
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPUCATIONS WITH NO ENGINEER OF RECORD.INSTALLATION MAY BE
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING —co W
ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. B (n rn Q I
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 8' 2' cr
3/8"CONFLEX BY 'ELCO' FILLED BLOCK 2' 8' 3-3 4" 0 < N
3 8'DYNABOLT BY'ITW' CONC. 1-1 2 8' _2-1 2' O Z
STEEL STRUCTURE BY OTHERS 3 6"POWER-BOLT BY POWERS' CONE 2" B' 2" O ==4 o
5/16'X 1-5/8 MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY'SIMPSONS �3". p�j W "�
LAG SCREWS BY DOOR SYSTEM 0] J
AT 12'O.C. CONCRETE 1'c= 3000 PSI MIN. Q N Q
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. r = r
5/16"DIA BOLTS -
WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY e° _ rar 12"O.C.MAX. {�---�EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH j I 14
1/4 ULTRACON BY ELCO WITH SPACING OF 1" - le mqz
12°O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED p o
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED I 1-1/4'X 2-1/2"X 14 CA _ o_g
2-1/2"MIN. EDGE DISTANCE 1-I/2" 1-1/2" `-CONT.STEEL ANGLE 1-1/2" 5�5 rc
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL u
1I'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS t3'LONG w i
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN, EMBED 1/16"%2-1/2' AT 12'O.C. IN DOOR OPNG. 2-1/8'X 1'X 14 QA.
3'MIN. EDGE DISTANCE FILLET WELDS- GALV.STEEL TRACK
AT 12"O.C.MAX. AT 1B'O.C.ABOVE DOOR OPNC. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE W/(2) 1/4-2DX5/8'TRUSS HD. ^ a n
3/e'LOT BY'ITV/WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT - m
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2'MM.EMBED ° o
CONTINUOUS ANGLE TRACK
3'MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERS T A.K
jQ CONCRETE ANO FILI ED BLOCK m o u x
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL
10'O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/4'MIN. EMBED,4"MIN.EDGE DIST. —�
15"0'C,INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2'MIN.EDGE DISTANCE
Engr.JAVAD AHMAD PRODUCE RENEWED PREPARATION OF JAMBS BY OTHERS CML
FLA.PE pp 70592 r l+®pi)'tp with 111E FhRtm o I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.J538 81tdh�CDdd }'
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Mepf•Iq No/S•(4��IjQ,O� o
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF --�
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY DY rdrawing no,
BUILDING OFFICIAL UPON INSPECTION. 2U15 Room.mapw `
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2- 291 Lbs per Fl. IJ I �'�-
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.16' X 44 PSF)/2 = 355.5 Lbs per Fl. sheet 4 o 5
.50D 250
PLASTIC
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* PLASTIC COMPLIES WITH I � o
DOOR PANEL CHAPTER 26 OF FBC N
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE
N
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1.765 1.725 Q F N
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7/16'DIA.WASHER 0 W
1.144 IL I
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(4)98 X 3/4"SMS `a s o MAX. Q 3 LL
I;III 'I 0 1-3/8'FROM ENDS 3 O.L.O. IL 3 N-w
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1 AND 6-1/2"O.C.MAX.
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
O 1 98%3/4"SMS C
B r III 11 0 3/8"FROM ENDS .175 X .062 DEEP
r � � AND 4-1/2'O.C.MAX. - GROOVE � v-
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AND 7"O.C.MAX. r T -
_______ _ E.9r•.JAVAD AHMAD Pf10Dt1 PFNEWF.D I
7/16"DLA.WASHER CML
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CAN.3538 Aoolpl�cl NO
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DOOR PANELJ EXTERIOR BY
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24 GA. (.024)STEEL MIN. C
DOOR PANEL 15/16'MIN. . . 1 �J r�9 r00.
24 GA. (.024)STEEL MIN. GLAZING BDL.OPG
ITE OG—G I
WINDOW WIDTH
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