HomeMy WebLinkAboutProduct Approval MIAMI•DADE MIAMI-DARE 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.miamidagt.gov/economy
DAB Door Company,Inc.
12195 NW 98`6 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 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 be cause for termination and removal ofNOA,
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•DADECOUNTY Expiration Date:July 21,2020
is Approval Date:April 23,2015
04 j►L
P4 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#11-04-14.12"
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 Candida 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-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 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.
Q� 16r1��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 MOA#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. I1-0926.07,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 expiring on
01/11/2017.
S. 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 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 MateriaP',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 "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 51'edition(2014)FBC and no financial interest
issued by Al-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
#61410KQ
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" 0
GALA `\
. STEEL CENTER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER {�� o_
W/(4) X114 X 5/8°SMS / ` -FASTENED TO END STILE WITH TO BE INSTALLED AT N
0 WITHOUT DELRON SLEEVE(STD.) 1 (6� #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE I
0 7-1/2"%3"X .071"CAM STEEL I O I 5 E SHEET 3 FOR TOP BRACKET OPTIONS Z
END ROLLER HINGE 00 1 CENTER STILES Z F
W/(6) d14 X 5/8"SMS A Z
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HEIGHT CONSISTS OF EACH DOOR 7-7/8'X 3-1/8"X.010" J OPTIONAL VENTS I L9 V)rn 0 •1
6'-6" 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE OPTIONAL FLUSH FACE
(3) 5"WIDE AT 7"O.C. MAX. O 3 C7 v'i
8'-9' 1 SECTION 18' 3 SECTIONS 21` WITH (4) X14 X 3/4'SOS OpNG.AREA NOT TO EXCEED 120 SO. IN. OOD GRAIN DESIGN L_-A 0 Z
MAX.MA% DOOR WIDTH _
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B' 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR
8'-3' 2 SECTIONS IB'3 SECTIONS 21'
HANDLE END STILE Max. Size 16'-2" X 16'-0" High O
8'-6' 1 SECTION 18' 4 SECTIONS 21" __ With Window Lite Option
8'-9' 5 SECTIONS 21'- X14 X 3/4' SELF DRILLING SCREWS MAY BE USED
IN LIEU OF X14 %5/8"SMS
9 5 SECTIONS 18"1 LOCK BAR GUIDES ---- DESIGN PRESSURE RATING = + 36.0 PSF 13
-
9'-3' S SECTIONS 18'1 SECTION 21" INSTALLED ON END STILE - 44.0 PSIF
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9'-6" 4 SECTIONS 18'2 SECTIONS 21' WITH (4) 014 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES n a m
9'-9' 3 SECTIONS 18'3 SECTIONS 21' !! c« €
IO' 2 SECTIONS 18'4 SECTIONS 21' �Q 0 18T X 6W LOCK BAR 1• THIS PRODUCT HAS BEEN DESIGNED ANO TESTED TO COMPLY WITH THE g o W w
10'-3' 1 SECTION 18" 5 SECTIONS 21' 4 ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
10'-6' 6 SECTIONS 21'- 222SSSS ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u 8
10'-9' 6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A' y 0 0 0
OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. �u x z z
11' 5 SECTIONS 18'2 SECTIONS 21 - CENTER SOLES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18'3 SECTIONS 21' PO TIONAL ® ®® ® DOOR YADTHS /OF CENTER STILES DRESSING OR STUCCO. N Y a„
11'-6' 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN B'-0'TO 9'-10^ 2 3, ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-9' 2 SECTIONS 18'S SECTIONS 21' __ c v
ALTERNATE TO 10•-0'TO 11'-10' _ _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN e e a
12' 1 SECTIONS 18"6 SECTIONS 21' - SPRING LOADED SLIDE BOLT ��- 12'-0'TO 13'-10' J THESE DETAILS ARE NOT PART OF THIS APPROVAL. 2 o d h
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE 8'-0"TO 9'-10" I 14'-0'TO f5'-10' 4 S$-
12'-6` 6 SECTIONS I8'2 SECTIONS 21' I -W -- -- S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. moor_ y
DOOR WIDTHS 15'-11'TO 16'-2' S c
12'-9' S SECTIONS JB'3 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA O
13' 4 SECTIONS 18'4 SECTIONS 21° BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
13'-3`3 SECTIONS 18'5 SECTIONS 21' ® ® ® ® ® ASTM El 586 E1898-09.
13'-6" 2 SECTIONS 18'6 SECTIONS 21' Ill Engr.JAVAO AHMAO d_
13'-9' 1 SECTION 18' 7 SECTIONS 21" rl 1 11 11 IT IT CML PROOU6"FRBNEW®
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14'-9" 4 SECTIONS 18'5 SECTIONS 21"
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16'-e' I SECTION IB' 8 SECTIONS 21' OL-L I
IS'-9' 9 SECTIONS 21'- �12'-0"TO 13'-10'--_ 15'-11"TO 15'-2" _-.-J
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12 GA X 3-5/16'X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X .50"NYLON ROLLERS(OPTIONAL) J 1
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W/1/4-20 X 5/8°TRUSS H0. 2.75"CIA. % .50"NYLON ROLLERS (OPTIONAL)
SLOTTED M.S.6 LOCK NUT SECTION 8-B WITH 5"STEM sheet 2-f 5
1-1/2"X 1/2"X 1/8"HORIZ.ANGLE
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2" 6/16-SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS.
GALV 4STEEL-1/2 %3'X.t0i° _ WITH 1-1/4'EMBED INTO MASONRY /
C/ / EXREEDING 8 FT. IN HEIGHT 2'%2"X 1 8 HOfliZ.ANGLE � j
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14 CA.GALV.STEEL ADJUSTABLE SPOT WELDED TO HORR.TRACK g
2-1 2"X 4-i 4"X 13 GA.STEEL PLATES WITH TWO WELDS, 1-I/2°APART }Fpd!
SLIDE FASTENED TO BRACKET _ _ / / A,r_J FIRST AT 3'D.C.,REST AT B'O.C. �•
W/5/16-18 X 3/4'HEX HEAD WELDED TO 1-1/2"X 1-1/2"X 14 GA ANGLE -- CONNECTED TO FLAG BRACKET ANGLE f
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT p0. o
WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ.TRACK LENGTH - OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH Q r,I
TOP BRACKET - (2) 1/4-20 X 5/8"BOLT&NUT a 651
(STANDARD) TOP BRACKET
(OPTIONALI-/ Q r
LOW HEADROOM 000T(tt _
114 GA GALV. STEEL TRACK t9
HORIZONTAL REINFORCEMENT d W
1/2"X 1-3/4"X.058'FORMED STEEL VERTICAL TRACK Q 0.Q
GLUED TO PANEL AND FASTENED TO 2-1/8 X 1'X.080"
VERTICAL STILES WITH - SECTION A=A �r c
(2)3/15°POP RIVETS 2'%5-1/GAIN. STEEL Q Cj
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LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS zz ryN
HORIZONTAL REINFORCEMENT Q W ei S
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 81 B2 B3 84 85 86 B7 B8 _
GLUED TO PANEL AND FASTENED TO _} C— ^�
-/VERTICAL STILES WITH 6'-0" 18"18" 18" 18"N/A 1"TO 2"11-3/4" 23" 34" 45° 56" 67" r�
(2)3/16"POP RIVETS 6'-6' 21"18' 18"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 1"TO 2"11-3/4" 23" 34" 45" 56" 67" -
7'-6" 18"18" 18" 18" 18"1"TO 2"11-3 4" 23' 34" 45" 56" 67" 78-1/4"
-_ PLASTIC/STEEL ROLLERS � __� B'-0° 21"18° 18"18" 21"1"TO 2"11-3/4' 23" 34 45 56 67" 78-1/4"
�W/2.44 DIA X 4-1/4"STEM U - O
Gi v —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM o M
FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. Lai n
OPTIONAL INSULATIONS:
BY'OYPLAST PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE S x
DENSITY- 1.05 PCF o m 1.9'X 2.19"% 3.3°X .090' Z I-u
N.OA #11-0926.07 STEEL TRACK BRACKETS
OR nm 2-3/16"HIGH / 8 y on I
ISO-25 POLY-ISOOYANURATE CONNECTED TO TRACK WITH o Q m
DENSITY-2.0 PCF - ) 1/4°BOLTS&NUTS. / _ O Z CD
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BY'CELLOFOAM NORTH AMERICA' & Obi ..
DENSITY= 1.03 PCF - N
N.O.A. #10-1129.04 m d. p.-_
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BY'INSULFOAM LLC'
DENSITY-0.92 PCF m
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®' 14 GA GALV.STEEL - $
ROLLER HINGES FASTENED
W/(6) # 14 X 5/8"SMS 6
MIN, 024"ROLL FORMED STEEL PANEL c g€
DRAWING QUALITY G-40 0
MIN.YIELD STRENGTH=39 KSI
---�--WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION m g
APPLIED TO BOTH SIDES OF STEEL
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VERTICAL LIFT Jjj1}i4�j STANDARD LIFT LOW HEADROOM - x
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BOTTOM BRACKET FASTENED AVAILA6LE TRACK OPTIONS o
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FLA.PE 70592 rQ"W�Whb*4E'10T'ia 8 I
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SEE SHEET
ft drawing no.
SECTION A—A R M ``r°�" 02-21
SEE SHEET 2 FOR LOCATION sheet Sof 5
OF REINFORCING TRUSSES
• 3 4" flE1NFORCENENT
IN. 1/2"% 1-3/4'X.058°DOST e8% 1" FORMED STEEL L_�Awj
I N
1-1/2'MIN. SELF DRILLING SCREWS �- #B X 1' J o
_ I OR SELF DRILLING SCREWS 'L 2
s I GE 01ST. g o I m 3/16''RIVE%'STEEL RIVETS OR 0 0
om m 'L,I o MULTIGRIP W/DOME HEAD 3/16"'RNEX'STEEL RIVETS
AT 48"O.C. MULTIGRIP 1Y/DOME HEAD E"
I I \ ID AT 48'O.C. IL r
REINFORCEMENT b
1/2'X 1-3/4"X.050° 0
FORMED STEELCL
2BY 1/4°DW.LAG SCREWS 20Y 1/4'DLA.LAG SCREWS O +
AT 8"FROM ENDS AT
8'FROM ENDS
WCOD BU I WOOD BU I _
i\ AND 15'O.C.MAX. 1 AND 16'O.C. MAX.
{V
W'STRIP ADAPTER 0 L9
! ALUMINUM STEELIP ADAPTER Q a Q G
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RUBBER W STRIPPING RUBBER W'STRIPPING 0
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050 I1 Z a
. ���'�\—T .040 I
224 LS LI LS�'2? .700 348
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0
BOTTOM SEAL OPTION
I
OPTION 'A' OPTION 'e' c`§
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY sr.-o.55 MIN.)
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N S�
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
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING w m
ANCHORS STRUCTURE__EMBED SPACING EDGE DIST. B N O�p I
3 8 HLC SLEEVE BY HILTI CONC. 1-1 4 B' 2' Q.
J B CONFLEX BY 'ELCO FILLED BLOCK 3-3 4' v? O 3 H
3 B'DYNABOLT B1' BW' CONC. 2' 8' O Z
STEEL STRUCTURE BY OTHERS 3 8"POWER-BOLT BY POWERS CONC. 2' B' 2° 0 0 == n
5/16'X 1-5/8' MUST SUPPORT THE LOADS IMPOSED 3 B SLEEVE-ALL BY SIMPSONS' CONC._ 1-1 2' _ 8' 3_, p�j L+1 "�
LAG SCREWS BY
DOOR SYSTEM -J v
AT 12'O.C. CONCRETE I'e= 3000 PSI MIN. Q N 5
C-90 GROUT FILLED BLACK I'm =2000 P51 MIN. n O^= t-
5/16"DIA BOLTS
WITH WASHER&NUT �---�
WOOD BUCK CONNECTION TO MASONRY " ' AT 12'O.C.MAXQ
1s' tII EDC 8S
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO f
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WRH I ,
1/4"ULTRACON BY'ELCO WITH SPACING OF �e
\.
12'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED R
13'O.C. INTO 3000 IST CONCRETE,WITH 1-3/4'MIN.EMBED 1-1/4'X L ANLL X 14 CA __ I o 8
2-1/2"MIN. EDGE DISTANCE 1_1/2^ 1-1/2' �—�COtiT.STEEL ANGLE
1/4'TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL _ d
it"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED —FIAT BRACKETS t3'LONG 2-1/8'% f°% 14 CA. d i
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 OPNC. GALV.STEEL TRACK
3'MIN. EDGE DISTANCE FILLET WELDS AT 16"O.C.ABOVE DOOR OPNG. FASTENED TO TRACK PLATES
3/8'CONFLEX BY'ELCO' OR AT 12"O.C.MAX. CONNECTED TO CONT.ANGLE W/L21 1/4-20X5/8"TRUSS HD. „
3/e'LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLA D .S.&LOCK NUT R g a
23"O.C. /INTO 3000 PSI CONCRETE,WITH 2-1/2-MIN.EMBED
3"MIN. EDGE DISTANCE ONTIN OUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
3/8'HLO SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL TO CONCRETE ANO FlLI EO BLOCK `o
10'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN, EDGE DIST. —�
15"O.0MIN.EDGE DISTANCE -.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2' ALTERNATE TRACK INSTALLATION
o
Engr.JAVAD AHMAD
PREPARATION OF JAMBS BY OTHERS CIVIL PRIDDUGt RENEWED
FLA PE Y 70592 rmvift wfthdib FIWIQ6 a I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N.3538 owift Cb/0S
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED No
BY DOOR SYSTEM. �'ry/'l]"'7'S�y�A J 5
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY r022-21.1
no
BUILDING OFFICIAL UPON INSPECTION. 215 Apypl�yM MAXIMUM EXTERIOR(+)LOAD PER JAMB= (16.16'X 62 PSF)/2 291 Lbs per Ft. J —MAXIMUM INTERIOR(-)LOAD PER JAMB =(16.18'X 44 PSF)/2 355.5 Lbs per Ft. sheet 4o 5
• 1--r.250
*PLASTIC COMPLIES WITH y,U
DOOR PANEL CHAPTER 26 OF FBC I
24 GA.(.024) STEEL MIN. SEE EVIDENCE PAGE C c
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1.765 1.725 Q 2 a
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7/16'DIA WASHER O
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1 I 1 ®3/8'FROM ENDS Mme• .176 [-- a 0 W(�1
O 1L III II 11 AND 7'O.C.MAX. WDW.WIDTH 0 0.Q C
i ' * EXTERIOR FRAM£ * fNTER1OR FRAME °T 0: a
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l\ (4)®8 X 3/4'SMS 'w = o MAX.
0 1-3/8'FROM ENDSp; \J D.L.O.
1111 1 AND 6-1/2'O.C. MAX. a 3 J a
Ell m
IIII 175 X,062 DEEP w
I,I GROOVE
,III 1/4'POLYCARBONATE LEVAN ' •' •'
I I BY'SABIC INNOVATIVE PLASTICS' '
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(4)BB X 3/4"SMS INSIDE ELEVATION
® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
III I AND 6-1/2'O.C.MAX. O g G z m z
LIJ
C WINDOW UTES CAN BE IN ANY LOCATION IN DOOR SECTION
I ge x 3/4^SMS
I I,I I I ®4-3/8'FROENDS .175 X .062 DEEP
B i I j AND 1/2'OMC. MAX. GROOVE c o•h m
°
#8 X 3/4^SMS
®3/8'FROM ENDS _
AND 7'O.C.MAX. _
JAVAD A
E
CIVIL
- - - -
_ rlgr. HMAD PRGQUCTR�IYED 4
7/16'DIA.WASHER - - - - - - - - - - - - Fu.PE Y r
„'--�^-v CAN.,35705 2
38 ANO 't7 D 8
DOOR PANEL EXTERIOR Dy
24 GA(.024)STEEL MIN. , WeMeYC�0� drOwing no.
OOOq PANEL 15/18'MIN. D.L.OPG.
24 GA. (.024)STEEL MIN. GLAZING BITE OG^G�
WINDOW WIDTH
sheet 5 of $