HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DADE COUNTY
rem, PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
DAII Door Company,Inc.
12195 NW 98"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 09/10/2002,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
MIAMI•DADECOUPITY Expiration Date:July 21,2020
poApproval Date:April 23,2015
's 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.IIETI-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-T078,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
"Submitted under NDA#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,F.E.
64141V)5
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 155 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 1.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.
11,
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'X 2-1/4"X 18 GA. �'-- PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" m
GALV. STEEL CENTER HINGE '�0 `� STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER cl
O W/ (4) {)14 X 5/8" SMS / `� -FASTENED TO END STILE WITH TO BE INSTALLED AT N
WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4'SELF DRILLING SCREWS ANY CENTER STILE 1
0 rr 7-1/2"X 3'X .071"GALV, STEEL I 00 t SEE SHEET 3 FOR TOP BRACKET OPTIONS 6
END ROLLER HINGE II 00 1 1 CENTER STILES 0
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WITHOUT DELRON SLEEVE(STD.)
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CONFORMS TO SECTION 1008 REGARDING ' ML—
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6'-6' 2 SECTIONS 18'2 SECTIONS 21° STEEL PLATE (3)15"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE O� N
1 SECTION 1B' S secnotls 21' WITH (a) Qta X 3/4'SDS OpNC.AREA NOT TO EXCEED 120 S0. IN. MAX, DOOR WIDTH WOOD CRAtN DESIGN L_�p 0 Z
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Mox. Size 16Lite X ion High
8'-3' 2 SECTIONS 18"3 SECTIONS 21" fiANDLE END STILE O
8'-6' 1 SECTION 18' 4 SECTIONS 21" CUSE
_ With Window Lite Option
6'-9" 5 SECTIONS 21'- #14 X 3/4"SELF DRILLING SCREWS MAY BE USED
IN LIEU OF#14 X 5/B"SMS
9' 6 BECKONS 18'- ° LOCK BAR culDEs -----•--_ DESIGN PRESSURE RATING = + 36.0 PSF
9'-3' 5 SECTIONS 18"1 SECTION 21 INSTALLED ON END STILE --- - 44.0 PSF T
9'-6' 4 SECTIONS 18'2 SECTIONS 21" WITH (4) #14 X 5/8'SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES
9'-9' J SECTIONS 18"3 SECTIONS 21"
to' 2 SECTIONS 78'4 SECTIONS 21' �1 U 18T X 6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
10'-3" 1 SECTION 18' 5 SECTIONS 21' R ENGAGES IN TRACK REQUIREMENTS OF THE FLORDA BUILDING CODE(FBC)FIFTH EDITION(2014)
10'-6" 6 SECTIONS 21'- 25 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(WHZ). t 8
CENTER STILES SCHEDULE'A' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. z z z
to_9' B SECTIONS 1B'1 SECTION 21' OUTSIDE KEYED LOCK o o n
11' 5 SECTIONS 18"2 SECTIONS 21 - CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS IB'3 SECTIONS 21 PTI A DOOR WIDTHS /OF CENTER STILES DRESSING OR STUCCO.
IV-6' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN III II ®� III III W-0"TO S'-tO' 2 _ 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-9'2 SECTIONS 18'S SECTIONS 21' ALTERNATE TO - I���YY1lll 4� 10'-0'TO I1'-10' _ _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' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL,
1Y-3" 7 SECTIONS 21'- LOCKS SHOWN ABOVE 8'-0'TO 9'-10" 14'-0'TO fs'-m' 4 -
12'-6' 6 SECTIONS 1B"2 SECTIONS 21' -- -- 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. v o
ODOR WIDTH$ 15'-11'i0 I6'-2' S c
12'-9' 5 SECTIONS 78"3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA -----�
IV 4 SECTIONS 1B'4 SECTIONS 21' ..... 777 ��I tt ,,-- -' BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
1J'-3" 3 SECTIONS 18'5 BECKONS 21' 11 0 pI pl I(T�j I�f�I� ASTM E18B6-D'OS/ASTM E1996-09. •�
13'-6' 2 SECTIONS 18'6 SECTIONS 21" 11 I� 1=91 gr.JAVAD ANMAO _
13'-9" 1 SECTION 18" 7 BECKONS 21' CML P1I0D ,�pBWD �I 1
14' 8 SECTIONS 21'- I I I FLA.PE 70592
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14'-6'•5 SECT OIONS 18'4 SECTIONS 21" DOOR WIpTHS DOOR WIDTHS
14'-9' 4 SECTIONS 18'5 SECTIONS 21"
16' 3 SECTIONS 18'6 SECTIONS 21" �� 1---
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(FULLY THREADED) FLAPS AND(5)OR(6)3/16'ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HFA.TYPE A 1/2'X 1-3/4"X.058'FORMED STEEL SEE DETAIL ABOVE
ONE PER OR
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ANCHORS AT TRACK BRACKET:
END STILE WITH (4)3/16'POP RIVETS 6 w
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1-3 16' CONCRETE Yc 3000 PSI MIN, c
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12 CA. %3-5/16"X T-1/2"(OPTIONAL) 7/8"PUSNNUT 1.82'DW. X .50'NYLON ROLLERS OPTIONAL n
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. %.50"STEEL ROLLERS �OPTIONAI— OZ—L1
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SLOTTED M.S.&LOCK NUT SECTION 8-B WITH 5"STEM shift Zof rj
1-1/2•X 1/2"X 1/8"HORIZ.ANGLE (11 m
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GALV.STEEL /"
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SLIDE FASTENED TO BRACKET 2-1/2'X 4-1/4'X 13 GA. STEEL PLATES A J FIRST AT 3•D.C.,REST AT 9.O.C.
W/5/16-18 X J 4•HEX HEAD WELOED TO 1-1/2"X 1-1/2' X 14 GA. ANGLE -- CONNECTED TO FLAG BRACKET ANGLE
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT d a
WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORR.TRACK LENGTH - OPENING HEIGHT PLUS 12' AND TO SPRING SIV+FT GUIDE WITH Q OJ
TOP BRACKET - (2) 1/4-20 X 5/8'BOLT&NUT
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♦ LOW HEADROOM DOOR - a r
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14 GA.GALV.STEEL TRACK ~
HORIZONTAL REINFORCEMENT WS R o
1/2'x 1-3/4"%.058•FORMED STEEL VERTICAL TRACK 0 p Q
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VERTICAL STILES WITH 2•x s-t/z x_loa' - SECTION A—A
(2)3/18'POP RIVETS GALV.STEEL
FASTENED W/(4) 0 14 X 5/8"S.M.S.
TOP ROLLER BRACKET FOR
LOW HEADROOM DOOR OPTION DOOR . SECTION HEIGHTS BRACKET PLACEMENTS "'I ZOO Lm�yy 3
HORIZONTAL REINFORCEMENT
1/2•X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2N0 3RD 4TH WH 81 B2 B3 B4 I B5 86 B7 B8 _ l_
GLUED TO PANEL AND FASTENED TO 6'-0" 18" 18' 1B" 18 N/A 1"TO 2"I1-3/4'° 23" 34" 45" 56" 67"
VERTICAL STILES WITH _
_ (2)3/16'POP RIVETS 6'-6° 21 18 18 21"N/A 1_TO 2"11-3/4" 23" 34" 45"
-/ 5/16• MEETING RIB _7'-0°-21"21" 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" -
7'-6• 18' 18 1B"18" 18"1"TO 2'11-3/4" 23" 34" 45" 56"
_ PLASTIC/STEEL ROLLERS t-
x .__f _ 8'-0" 21"18° 18"18" 21"1"TO 2"11-3/4" 23" 34" 45` 56"
1.62"DIA.X.50" In
�W/.44 DIA X 4-1/4'STEM G '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
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x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. � I.i M
OPTIONAL INSULATIONS: z K y S
BY'DYPLAST PRODUCTS LLC' Z
EPS-EXPANDED POLYSTYRENE o m 1.9"X 2.19'%3.J"% .090" / Z U1
- DENSITY- 1.05 PCF
N.O.A.011-0926.07 STEEL TRACK BRACKETS / — Q
OR m 2-3/16"HIGH / 8co
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH i
DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. R 0�i N
N.0-A.011-0926.06 m �_ / Op z
BY'CELLOFOAM NORTH AMERICA' & 0]m
DENSITY= 1.03 PCF
N.O.A. 010-1129.04
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BY'INSH�1 CSC'
DENSITY-0.92 PCF am /
N.O.A. 014-0311.08 / 9
14 GA GALV.STEEL
ROLLER HINGES FASTENED
W1(6) 0 14 X 5/8"SMS m
MIN,.024"ROLL FORMED STEEL PANEL 2€
DRAWING QUALITY G-40 0
MIN.YIELD STRENGTH 39 KSI $
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POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
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VERTICAL LIFE HIGH LIFE STANDARD LIFT LOW HEADROOM
DOUBLE TRACK
12 GA.GALV. STEEL
BOTTOM BRACKET FASTENED AVAILABLE,TRACK OPTIONS
J W/(4) 0 14 X 5/8'SMS o _
EP9r:JACIVILAHMAO PROM=RENEWED i
FLA.PE 70592 wam7pybvw l3%o Ft01'te9 $ I ! n
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REINFORCEMENT r 1
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_ SELF DRILLING SCREWS
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MULTX,'RIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS ¢¢¢
N \w \ �o AT 48'O.C. MULTGRIP W/DOME HEAD '
I I \ N i AT 46'G.G. 40 c
REINFORCEMENT
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WOOD BUCK I AND 15"O.C. MAX. W'ODO BU I I AND 15'O.C.MAX. 7S j
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OPTION 'AOPTION 'B —c I'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SO-0.55 MIN,) o roi
M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE _..---. Z V1
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. __ ANCHOR SPACING — W
ANCHORS STRUCTURE_ EMBED SPACING AED-11'1,ST, rn 01
3 8 HLC SLEEVE BY HILTI CONC. -1 4J 8 CONFLEX BY ELCO FILLED DLOCK 3 8"DYNASOLT BY fiW' CONC. 1-12" 8' O z
STEEL STRUCTURE BY OTHERS 3 B"POWER-BOLT BY POWERS CONC. 28o 0 5/16'X 1-5/8" MUST SUPPORT THE LOADS IMPOSED =SIMPSONS CONC1-1 28' I O0j
LAG SCREWS BY DOOR SYSTEM m J
AT 12"O.C. CONCRETE 1'e= 3000 PSI MIN. Q N g
C-90 GROUT FILLED BLOCK Pm 2000 PSI MIN. r Z r
' 5/16"D10.BOLTS
WITH WASHER k NUT
WOOD BUCK CONNECTION TO MASONRY Vie.° �AT 12"D.C.MAX. EDGE D18T.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
P.
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH j
1/4"ULTRACON BY ELCO WITH SPACING OF �e i9 z q
12"D.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1 4-MIN. EMBED G,
13'O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIH.EMBED �_.1-f 4"%2-1/2'X 14 GA __ I o
2-1/2'MIN. EDGE DISTANCE 11_1/2" 1-1/2' STEEL ANGLE 1-1/2'
1/4"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL _ H 6$E Ss
It!
O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED -FLAT BRACKETS t3'LONG 2_1/8"X t°% 14 CA u rc m
13'O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4°MIN. EMBED 1/16'X 2-1/2' AT 12'O.C. IN DOOR OPNG. GALV.STEEL TRACK
3'MIN. EDGE DISTANCE FILLET WELDS
AT 12'O.C.MAX. AT 18"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8'CONFLEX BY'ELCO'OR CONNECTED TO CONT.ANGLE W/(2T 1/4-20%5/B"TRUSS NO.
3/8'LOT BY ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED AL 5.k LOCK NUT
2J"O.C.INTO 3000 PSI CONCRETE,WITH 2-I/2"MIN.EMBED
3"MIN. EDGE DISTANCECONTINUOUS AN• TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK m S c
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FILED BLOCK
10'O.C.INTO GROUT FILLED BLOCK WALL, WITH 1-1 4'MIN.EMBED,4"MIN.EDGE DIST. �---�
15"O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INS'T'ALLATION
2-1/2"MIN. EDGE DISTANCE
En9r.JAYpD AHMAD PRflUUCIT RENEWM
PREPARATION OF JAMBS 8Y OTHERS CIVIL
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
FLA.
CAN.'353892 DitAkle ��� S I S
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Awmptwln Nom-Q fjgW
BY DOOR SYSTEM.
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By dTOwing no.
BUILDING OFFICIAL UPON INSPECTION. 2015NnatpCa�ftol
MAXIMUM EXTERIOR(+) LOAD PER JAMB (16.16' X 62 PSF)/2 281 Lbs Per Ft. UIJ O2—2 1—
MAXIMUM INTERIOR(—) LOAD PER JAMB = (16L. she
.16'X 44 PSF)/2 =355.5 Lbs per Fet 4of 5
* PLASTIC COMPLIES WITH -,500
DOOR PANEL CHAPTER 26 OF FBC a
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