HomeMy WebLinkAboutProduct Approval (2) a
MIAPZ!• 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). vvww.miamidade.aov/economy
DAB Door Company,Inc.
12195 NW 98t'Avenue MAR 2 7 201?
Hialeah Gardens,FL 33018
SCOPE: rL-f;.`01_JrTiNG
St.•Lu e
This NOA is being issued under the applicable rules and regulations governing Ve�%'Mc&truction 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 inmmcud,atcly revolve,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 up to 9'-411 Wide w/
Window Lite Option(DP+50.0,-60.0 PSF)
APPROVAL DOCUMENT: Drawing No.01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5,
dated 02/01/2001,with last revision K dated 03/21/2016,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
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.
TERNI '4ATION 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.
I
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#15-0317.02 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.16-0336.02
MIAMI•DADE COUNTY Expiration Date:August 9,2021"
t
C 0 PTal Date:June 23,2016
Page 1
J,
4
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
i. 1-v9,titled "Sectional Garage Door", sheets 1 thiougij J of 5, dated
Drawing No. 0
02/01/2001,with last revision K dated 03/21/2016,prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted underNOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test, Loading per FBC TAS 2v"2-94
2)Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4)Forced Ei&y Test,per FBC 24111 3.2.1, TAS 202-94
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hun carve Enghnee_Hug&
Testing, Inc, Test Reports No. HIE T I-"ve 2i.49A/n, dated 06/27/2008, signed and
sealed by Candido F. Font,P.E.
mide;,JVOA #0i9-0128.04"
2. Test report of Tensile Test per AS T Pdi E 8,Report No. rx'�E T i 08-T 102,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Font, P.E.
"Submitted under NOA # 01-0516 03"
3. Test report of large missile impact test per PA 201 and cyclic wind pressure test per
PA 203 on"Sectional Residential Garage Door",prepared by Hurricane Engineering
&Testing, Inc.,Report No. HETI 01-974A, dated 01/29/2001, signed and sealed by
Hector M. Medi-na,P.E.
4. Test report of Uniform Static Air Pressure Test per PA 202 and Force Entry
Resistance Test on"Sectional Residential Garage Door",prepared by Hurricane
Engineering&Testing, Inv.,Report No. NETl 01-96.9, dated 01/18/2001, signed and
sealed by Hector M. Medina,P.E.
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 08/17/1998,
signed by W.A. Jackson, P.E.
061PIM16
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 16-0330.02
Expiration Date:August 9,2021
Approval Date:June 23,2016
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
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.
"Srx&v atted under NOA #09-0128.04"
2. A c'-or ver:ticat on calculatiionns prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008, signed and sealed by Humayoun Farooq,P.E.
D.
1. Wiiami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. l,jotice of ncceptance 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. 1,tl Lice cf Accept nice No. 11-0926.07, issuad 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 11/10/20 1 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 03/1V2016 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 G 15 5 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,I,�c.,I:2Nart No. T104-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.RE71 L4-7251,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"REH- AU 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. S T ATEM NTS
1. Statement letter of code conformance to the 5th edition(2014)FBC and of no financial interest
issued by Al-Farooq Corporation, dated 03/21/2016,signed and sealed by Javad hmad,P.E.
p6114
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.16-0330.02
Expiration Date:August 9,2021
Approval Date:June 23,2016
E-2
TOP FIXTURE 5-1/2'X 2-3/4'X 0.1"
7-1/2`X 3'X.071'GALV.STEEL
�
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT � o
W/(6) ¢74 X 5/5`SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER I
%p (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
WITHOUT DELRON SLEEVE(STD.)
� `�.\ CENTER STILEZ n
WITH DELRON SLEEVE(OPTIONAL) 1 o p I CENTER STILE O q
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I1 STANDARD LOCK 1\ r-�-'--"-- 00
\\ SPRING LOADED SLIDE BOLT(BOTH SIDES) - o O
FASTENED W/ (4) #14 X 1/2"S.M.S.
-- 5/8•MIN.LOCK ENGAGEMENT O fal n
�.CONFORMS TO SECTION 1008 REGARDING 5AFAGf DOORS I ' W GCO Ld
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DOOR HDGNT CONSISTS OF i/ �\ p `\�\ \ O O 3 u
6'-6' 2 SECTIONS IB'2 SECTIONS 21' 155 DIA.GALV.AIRCRAFT TYPE i \ \ i OPTIONAL VENT
L-A {
6'-9' 1 SEC11aN 1B' 3 SECTIONS 21' BLE&NICO-PRESS SLEEVE \/ \ "_ O Z
W/ MIN 5 TO 1 SAFETY FACTOR I I •1 i (3)5'WIDE AT 7°O.C. MAX. OPTIONAL FLUSH FACE O C3
Y 4 SECTIONS 21'- I I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN W u7
p f / [COLONIAL DESIGN In
120 Sq. IN. m
7'-6' 5 SECTIONS 18'- 6'X 3'X 0.1'
7'-9' 4 SECTIONS 18`1 SECTION 21' STEEL PLATE 11\11 p 1\\ J O �� MAX-DOOR WIDTH O^_
8' 3 SECTIONS 18'2 SECTONS 21' WITH (2) 814 X 5/8'SMS 9'-4`
W-3' 2 SECTIONS 10"3 SECTIONS 21'
e'-s 1 sFsnaN 1b• 4 9ECIIONS 21' BRACKET `BRACKET INSIDE ELEVATION
5 SECTIONS 21'- STD. LIFT DOOR LOW HEADROOM
s' a SECTIONS 16'- DOOR OPTION RAISED PANEL EMBOSSED DOOR
9'-3' 5 SECTIONS IS'1 SECTION 21'
a'-6' 4 SECTIONS is'Z SECTIONS 21' 7-7/8"X 3-1/B•X.010'
9'-9' 3 SECTIONS 16'3 SECTIONS 21' STEEL PLATE DAB DOORS INC.
10' 1 SECTIONS IS-a SECTIONS 21' CENTER STILE WITH(4) #14 X 3/4'SOS
1 SECTICN 1e' S SECTIONS 21 Size
Master®Model 6 Higlh 5
10'-6' 6 SECTIONS 21'.- OUTSIDE 1#14 X 3/4'SELF DRILLING SCREWS MAY BE USED Max.MOx. Sine w Ut X Option
High 3
10'-9' 8 SECTIONS 18'i SECTION 21' With Window Lite Option m i z g
11' S SECTIONS 1e'2 SECTIONS 21 HANDLE END STILE IN LIEU OF g14 X 5/8'SMS
11'-3' 4 SECTIONS 16'3 SECTIONS 21' DESIGN PRESSURE RA11NG = + 50.0 PSF
1I•-6• 3 SECTIONS 16'4 9"211S 21' THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT - 60,0 PSF c m=
z SECTIONS 1e'S SECTIONS 21' " LOCK BAR GUIDES o p d t3$-
12 1 SECTIONS 18'6 SECTIONS 21' INSTALLED ON END STLE m
12'-3• Y SECTIONS 21•- WITH(4)#14 X 5/6'SMS GENERAL NOTES PRODUCT RENEWED `o-
12'-6' 6 SECTIONS IS'2 SECTIONS 21' as complying with the Florida
S SECTIONS 18'J SECTION 21' 0 4 18T X.6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE Building Cody.
ENGAGES IN TRACK REQUIREMENTS OF THE 2014(STH EDRION)FLORIDA BUILDING CODE INCLUDING NOA-No. 1B-0330.02
8' i
13' 4 SECTIONS 1 4 SECTIONS 21' 1 ITI - c
13'-3' 3 SECTIONS 18'5 9ECTIONS 21' ON EACH SIDE OF DOOR HIGH VELOCITY HURRICANE ZONE(HVHZ). 1\ /�
Expiration 0010912021 N
16 r i
13'-8' 2 SECTIONS '6 SECTIONS 21' Z ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. MI. ...•-•.
` 1 SECTION 18' 7 SECTIONS 21' Al RC111F KEYED LOCK (OPTIONAL) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL SE BEYOND WALL
13-8 By F c
DRESSING OR STUCCO. " LENS
14' 18 SECTIONS 21'- LOCK BAR LOCKING SHOWN raincid-DAdf Product Control ••i` 6 y
W-3' 16 SECTIONS 1e'J SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS,NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL _ am �. y 6
SECTGNS 16'4 SECTIONS 21' LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
W-9' 4 SECTIONS IF 5 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL in
is, 3 SECTIONS t8'6 SECTIONS 21' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. G �� drawing no.
�16' 6
18'7 SECTIONS 21' .lam I
1e' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIRE MENTS OF FLORIDA S•• ORID*�cj 01-09 21'- 8UILONG CODE,A90A IE7866-OS TAS-202,E1996-08.1 &TAS-203 FOR HVHZ AND s/Q %18'4 SECTIONS 21' TT 111111\ sheet 1 Of 5
i
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24 GA. STEEL PANEL �� o
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3/16'ALUM WETS 1
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FLAPS BEM OVER PANEL Q 6 a 4n
tJ.R7�p�`C+
.024'SFL PANEL 1/2'PUNCHED HOLES a C of a
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OUTSIDE OF 0001 O a a p ggqyyyyo
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE' j
5/16"X 1-5/8'LAG SCREW INSTALLED IN 9/16' DIA. HOLES IN CENTER STILE 1
(FULLY THREADED) POSITIONED AT EYE LEVEL END�� Do
ONE PER BRACKET
oPnONAL crop MOULDING ANCHORS AT TRACK BRACKET• o M
FOR CONNECTION Of WOOD BUCK 13Y DOOR INSTALLER A) J/B'DUL POWER-BOLT HY'POWERS' UJI
2'MIN.EMBED INTO CONCRETE 0 Q
TO MASONRY SEE NOTE ON SHEET 4 1-7/6'MIN.EDGE DISTANCE Qg
#14 x 5/8'SMs J/a'%2'X 2-1/z'%18 GA.STEEL `i Z V)
6 PER HINGE END SOLE.CONNECT TO PANELS WITH B) T/B'OtA HLC SLEEVE BY'H21N (9 —CO w
1/2"X 1-3/4'X.059'FORMED STEEL FLAPS AND 3/16-ALUM RIVETS 1-1/4'MIN. EMBED INTO CONCRETE OR FILLED BLOCK -QQJ V)m o I
SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8'MIN.EDGE DISTANCE INTO CONCRETE Z K
0.55 S.G. EDG D ST' END STILE WITH 3/16'POP RIVETS O 12'O.C. 4 LAIN.EDGE DISTANCE INTO FILLED BLOCK O O 3 ZD h
P: Oz
1-7/8'X 2-5/8'X.045'STEEL EDGE CONCRETE fe a 3000 PSI MIN. m
V7
CENTER STILE.GLUED AND RAFTED C-90 GROUT FILLED BLOCK I'm 20DO PSI MIN. -I`
TO PANEL W/(4)3/16'RNETS DISTANCE N S
1 1/2'MIN. 1 POP RNETS e:.: 1 O�_
1 I �14HI E8.S.M.S. .-w1_:J(1B
e' 'a'' I O
1 /
1-J/1 B°"
ANCHOR TIDE A OR B
1.9"X 2.19'X 3.3'X 102" /(1)PER BRACKET u
STEEL TRACK BRACKETS A L I SEE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR;r22
I 1 '
1 1/4-20 SS BOLT&NUT
0 o-'Iffigg
7-1/2-X.D71'DAILY.STEEL
CENTER HINGE 7-1/2'%3'X.071'
7/16'POSHNUT
SECTION B-B END ROLLER HINGE i
INSTALLED ON ROLLER SHAFT `t11U I111/T1AAV,' ; I
STEEL TRACK INTERIOR SIDE 1a2'CIA.x.50"STEEL ROLLERS(STD.) PRODUCT RENEWED
GA X 2-1 8°X 1'(STANDARD} 1.82'OIA X So°NYLON ROLLERS `OPTIONAL Bulldmpl In awith the FlartdaGA.X 3-5/16"X 1-1/2"(OPTIONAL) 2.75'DIAL X.50'50' STEEL ROLLERS(OPTIONAL NOA-No. 16-0330.D2 =
FASTENED TO TRACK PLATES 2.75°DIAL % ,50'NYLON ROLLERS(((OPTIONAL)) _ T} Lt
W/1/4-20 X 5/8'TRUSS HO, WITH 5'STEM Expintlon D a0810912021 c
SLOTTED MS.&LOCK NUT drOwin no.
By
Mlam a o Product Control '.'`S ••�!o�"-''
'4nunU1 sheet of 5 }
i
1 —
REINFORCEMENT / m
3 4' 1/2'X 1-3/4'X.058'
IN. �8 X 1' FORMED STEEL
GE m
DIST. SELF DRILLING SCREWS 1
i 1-1/2'MIN. OR SELF DRILLING SCREWS'
3/16°'RNEX'STEEL RNETS OR
I GE GIST. m
yma MULTIGRP W/DOME HEAD 7/16"'RNEX'STEEL RIVETS
g. 0 FF-- o"'i I4am
A7 48'O.C. MULTIGRIP W/DCME HEAD
AT 48"O.C. Q 6 S
1/2°% iRFl3/4'RX 058' 0 CEMENT �AN
FORMED STEEL O O IL 13 N
2BY AND 9' LAC SCREWS 28Y AND S* LAG SCREWS
AT 6'FROM ENDS IyOOD g AT 6'FROM ENDS C 4
WOOD BU I AND 19'O.C. MAX. I 1 AND 19'O.C.MAX 0 t L'W r
1 V a of el
1 i W'STRIPAUMINUM W� O P ADAPTER QQ o
1 ' 0�tip
RUBBER WSTRIPPING RUBBER WSTRIPPWG Q y'?_I
.050 .040 IL Z O£a'LI
IT
.534 .700 348 Q1 m g +�
I_I m
F+---1.760--i-7 1.790--i
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
D: DO
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SO-0.55 MIN.) O M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT uj
0TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATICNS/DESIGN W
WALL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE ¢LL
ANCHOR SPACING O
FOR ODOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE = N
VERIFIED AND APPROVED 1W THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS STRUCTURE EMBED SPACING EDGE DIST. Z
3 8 HLC SLEEVE BY HILTI CONIC. 1-1 4 8" 1-5/8 J 00 L
3 8'HLC SLEEVE BY HILTI' FILLED BLACK 1-1 4• 8° 4'
3 8'OYNABOLT BY'ffW CONC. 1-1 2 e' 2" Z Q m
3 B'OYNABOLT BY'RYY FILLED BLOCK 2-1 4' O O�'• '�
STEEL STRUCTURE BY OTHERS _
6/16'% 1-5/8' 3 8 POWER-BOLT BY POWER CONC. 2° B' 1-7 8 1- O Z
LAG SCREWS MU T SUPPORTT E LOADS IMPOSED 3 8 SLEEVE-ALL BY SIMPSONS CONC. 1-1 2 8' 1-7 8' IWj1 R
AT 12°O.C. m 0)
CONCRETE Vc-3000 PSI MIN.
6/16'OIA.BOLTS C-90 GROUT FILLED BLOCK Vm-2000 PSI MIN. O 2
WOOD BUCK CONNECTION TO MASONRY AT-WI 1 WASHER AI NUT o
1°. A7 12'O.C.MAIL E
DGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH E S
1/4'ULTRACON BY'ELCO'WITH SPACING OF $Oyy
16'O.C.INTO GROUT FILLED BLOCK WALL.WITH 2-1/4'MIN.EMBED L' G
16'O.C.INTO 3D00 PSI CONCRETE.WITH 1-3/4'MIN.EMBED // _ y�
2-1/2° INTO
EDGE DISTANCE 1 1_1/2• 1-1/2" CONT.4 STEEL ANGLER 14 GA 1-1/2' o¢
N E f
1/4'TAPPER BY'POWERS'WITH SPACING OF -
14'O.C.INTO GROUT FILLED BLACK WALL,WITH 1-1/2'MIN.EMBED 12 GA.GALV.STEEL 2-1 8 X 1'X 14 GA.
T O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN.EMBED 1/16"X 2-1/2 FIAT BRACKETS A3'LONG GAL STEEL TRACK 01<d m
3'MIN.EDGE DISTANCE FILLET WELDS AT 12'O.C.IN DOOR OPTIC. FASTENED TO TRACK PLATES
3/8'CONFLB%BY'ELCO'OR AT 12'O.C.MAX. AT iB"O.C.ABOVE DOOR OPNG. W/(2) 10-2at') 'TRUSS HIT.
-3/
8'LDT BY'TRY WITH SPACING OF CONNECTED TO CONT.ANGLE OTTLD M.S.&LOCK NUT -
/ W/(3)SPOT WELDS AT EACH SIDE m
24°O.C.INTO 3000 PSI CONCRETE WITH 2-1/2'MIN.EMBED
2•MIN.,EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK c o 4 T3
3/8'HUG SLEEVE BY'HIED'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE AND FlLI cn BI O_CK o
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4"MIN.EMBED.4'MIN.EDGE DIST. `
18.O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4•MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2'MIN.EDGE DISTANCE
1llillllrrrAil '
PREPARATION OF JAMBS BY HERS
PRODUCT RENEWED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY
ADEQUACY OF SUPPORTING G STRUCTURE TO SUPPORT LOADS IMPOSED as�ompMng with the Florida
AD DOOR SYSTEM OA-No. 16-0330.02. Buoda
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF N �.•'• * �1�'; _ 9
RECORD.DOOR INSTALLATION MAY BE RENEWED AND APPROVED BY Explrotion ta0810912021 'O j
BUILDING OFFICIAL UPON INSPECTION. O'••. TE OF drowing9 no.
By ORION:G� 01-09
WXNUM EXTERIOR(+)LOAD PER JAMB=(9.33'X 50 PSF3/2-233.3 Lbs Per FL Mlam)-D Product Control i-s ••
MAXIMUM INTERIOR(-)LOAD PER JAMB=(9.33'X 60 PSF)/2-2799 Lbs Per FL
L
-500 F---i-.25D ♦�
*PLASTIC COMPLIES WITH I I o
DOOR PANEL CHAPTER 26 OF FBC °
24 GA (.024)STEEL MIN. SEE EVIDENCE PAGE
Z M�
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1.765 1.725ga47/16'DI0.WASHER 0 0 0 1 o
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1.144 d�u tv
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O ( I 1 A 3/8`FROM ENDS MAX. .176 F- .900 Ir¢
1L I i I II AND 7'O.C.MAX. WDW.WIDTH O
* EXTERIOR FRAME * INTERIOR FRAME N N
1I i I i 2 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION �Z O q
(4)e8 X 3/4'SMS 'a x 0 Q IWII 7
I IIII ` 6 1-3/8'FROM ENDS \ m J {L Z y-0
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