HomeMy WebLinkAboutProduct Approvals RECEIVED NOV 12 2015
MIAMI•DADE FILE COP
® 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.miamidade.eov/economy
DAB 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 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 of NOA.
ADVERTISEMENT: The NOA number preceded by tate 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
C
•DADECOUN7Y Expiration Date:July 21,2020
is Approval Date:April 23,2015
G¢�10 iv 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-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¢ ibr��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 expiring on
01/11/2017.
S. Notice of Acceptance No. 10-1129.04,issued to CeIlofoam North America Inc,for their
Expanded Polystyrene Block Insulation,approved on 02/24/2011 and expiring on 02/24/2016.
"Submitted tender NDA#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 Material",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 1.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 5'h 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"X 2-1/4'X 18 GA. -- - PUSH NUT TOP FIXTURE 5-1/2'X 2-3/4"X 0.1" f\ m
GALV. STEEL CENTER HINGE � 0 `� STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER V 4
W/(4)11114 x 5/e"SMS
WITHOUT DELRON SLEEVE(STD.) 1 -FASTENED TO ENO STILE WITH TO BE INSTALLED AT
00
(6) (f 14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE � N
g 2 7-1/2"X 3"X.071"GALV•STEEL If I 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS
END ROLLER HINGE i 00 f CENTER STILES Z m
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DOOR OPTION µ+
TOTAL B OF - I W Z
DOOR 'U'BARS AT =---- W 00 Lu e
HEIGHT CONSISTS OF EACH DOOR 7-7/8•X 3-1/8•X.010" -- m 0 1
OPTIONAL VENTS
6'-6' z sEcnorls 1a'2 sl:cnaNs 2i' STEEL PLATE _ I 0_
(3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE o ¢
8'-9' 1 SECTION 18' J BECKONS 21` WITH (4) y14 % 3/4.505 WOOD GRAIN DESIGN L O Z
71 4 SECTIONS 21•- OPNC.AREA NOT TO IXC-- 120 S0. IN. A O Z
MAX. DOOR WIDTH = N
7'-6' S SECTIONS 18*1- CENTER STILE- DAR DOORS INC. m Ot J v
7'-9. 4 SECTIONS 18"11 SECTION 21• INSIDE ELATION `� ¢N¢ d
OUTSIDE Hurricane Moster®Model 824/811 v O x
8' 3 SECTIONS 18'12 SECTIONS 21• HANDLE RAISED PANEL EMBOSSED DOOR Mox. Size 16'-2" X 16'-0" Hi
8'-3' 2 SECTIONS 18.3 SECTIONS 21• END STILE 9h O
8'-6• 1 SECTION 180 4 SECTIONS 210 r
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8'-9' S SECTIONS 21'- ((14 X3/4"SELF DRILLING SCREWS MAY BE USED9' 6 SECTIONS 18'- INUEU OF#14 X 5/8"SMSGUIDES - DESIGN PRESSURE RATING = + 36.0 PSF9'-3' S SECTIONS 18'1 SECTION 21" " C w�ON END STILE44.0 PSF
9'-6' 4 SECTIONS 18"2 SECTIONS 21' #14X 5/8'SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACGENERAL NOTES9'-9' 3 SECTIONS 18'3 SECTIONS 21• c10' 2 SECTIONS 18'4 SECTIONS 21' �! OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE °k12
1 SECTION 18• 5 SECTIONS 21' RACK REQUIREMENTS OF THE FLORIDA BUILDNG CODE(FBC)FIFTH EDITION(2014) ^ w
6 SECTIONS 21'1- ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). v k
6 BECKONS 18'11 BECKON 21' CENTER STILES SCHEDULE'A' u i z z
OUTSIDEOUTSIDE KED LOCKLOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
5 SECTIONS 18'2 SECTIONS 21' CENTER SRLES CONFlCURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
4 BECKONS 18'J BECKONS 21' OPTIONAL DOOR WIDTHS y OF CENTER STILES DRESSING OR STUCCO.
J SECTIONS 18"4 SECTIONS 21' LOCK BAR LOCKING SHOWN ® ®® ® 8'-0'TO 9'-10' 2 3, ALL BOLTS,NUTS ANO WASHERS SHALL BE ZINC PLATED CARBON STEEL
2 BECKONS 18'S SECTIONS 21• - ALTERNATE TO y
ID'-0'TO 11'-10' _ _2 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10' 3- 3 0^ "c 7 SECTIONS 21'- LOCKS SHOWN ABOVE THESE DETAILS ARE NOT PART OF THIS APPROVAL. Hoon
8'-O"TO 9'-10" 14'-0'TO IS'-10' _ 4 _
12'-6' 6 BECKONS 18'2 BECKONS 21' 15'-11"TO 16'-2' -5 — 5. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. -5.6
i DOOR WIDTHS e
12'-9' 5 SECTIONS J8'3 BECKONS 21' 'I TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
13' 4 SECTIONS 18"4 SECTIONS 21" BUILDING CODE,TAS-202,TAS-201 k TAS-203 FOR HVHZ AND
1J'-3' J BECKONS 18'S SECTIONS 21• ® ® I '� ® ISI ISI ®� ASTM E1B86E09/AST AOEAH D09. o
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TO 5/8' JAMB WITH !9 14 X 5/8'SMS 3/4"X 2"X 2-1/2"X .049'PANE STEEL
5/16"X 1-5/8'LAC SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE O
(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 GLUED TO PANEL AND SECURED TO t+G
END STILE WITH(4) 3/16'POP RIVETS ANCHORS AT TRACK BRACKET; N N
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0.55 E.G. <°•e� CENTER STILE,GLUED AND RIVETED DISTANCE A) 2'MIN. EMBED INTO CONCRETE(3000 PSI MIN.) o w €
TO PANEL W/(4) 3/16"RIVETS 2" MIN. EDGE DISTANCE w w
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1' 2-1/4"MIN. EDGE DISTANCE INTO CONCRETE
II I I 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
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CONCRETE f'c = 3000 PSI MIN. c d
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. H
1.9'X 2.19"X 3.3"X .090" ANCHOR TYPE A OR B v
STEEL TRACK BRACKETS I 1 I I (1) PER BRACKET 0
SEE SHEET 3 FOR SPACING WE SHEL7 3 FOR BRACKET SPACING
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12 G0. X 3-5/16'X I-1/2"(OPTIONAL) 7/8'PUSHNUT 1.82"DIA. X.50'NYLON ROLLERS (OPTIONAL) N11 0 D15 r�
FASTENED TO TRACH PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL)— I VL=G
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
POP RIVETS 5/16"X 1-5 8"LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, 1-1/2"X 1/2"X 1/8"HOR1Z.ANGLE [� m
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GALV.STEEL WITH 1-1/4'EMBED INTO MASONRY EX�EEDINC 8 FT. IN HEIGHT 2"X 2"X 1/B'HORIZ.ANGLE N
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B ET.OR
FASTENED W/(6)P 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS 0 m w
SPOT WELDED TO HORIZ.TRACK m
14 GA.GALV.STEEL ADJUSTABLE WITH TWO WELDS AT 1-1/2"APART
SLIDE FASTENED TO BRACKET 2-1/2"% 4-1/4'X 13 GA.STEEL PLATES N
WELDED TO 1-1 2 X 1-1/2"X 14 GA.ANGLE -- A J FIRST E 3' FLA REST AT 9'0.0. H
W/5/16-18%3/4"HEX HEAD - /" CONNECTED TO FLAG BRACKET ANGLE S
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WITH (4) 1/4-20 SS. BOLT&NUTS TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0
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GLUED TO PANEL AND FASTENED TO 2-1/8"X 1'X .080" �q1
VERTICAL STILES WITH -L SECTION A-A 0
(2)3/16'POP RIVETS 2"X 5-1/2"X .104" K N
GALV.STEEL Q W 3 F
FASTENED W/(4)# 14 X 5/8"S.M.S. LL Z y:n
TOP ROLLER BRACKET FOR
HORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS Q Z N
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH 81 B2 B3 B4 BS 86 B7 88 Wei
GLUED TO PANEL AND FASTENED TO 6'-0" 18 18 18 18 N/A 1"TO 2"11-3/4" 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" 56" 67"
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" 18" 18" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" cg-3
PLASTIC/STEEL ROLLERS �-
®. 1.82' DIA. %.50' u
8'-0" 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 o rOi
x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w tai n
OPTIONAL INSULATIONS: Z x Q_j
BY'DYPLAST PRODUCTS LLC' z o tl
EPS-EXPANDED POLYSTYRENE wa o m U x e
DENSITY- 1.05 PCF o m 1.9"X 2.19'%3,3'X .090' / ' Z~Uj N
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N.OA. #11-0926.07 STEEL TRACK BRACKETS o - w
OR n 2-3/16"HIGH p�m I
ISO-25 POLY-ISOCYANURATE m CONNECTED TO TRACK WITH Of
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DENSITY-2.0 PCF ) 1/4"BOLTS&NUTS. / _ o O 3< N
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DENSITY= 1.03 PCF /- / DO
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DENSITY=0.92 PCF
N.O.A. #14-0311.08
m
14 GA. GALV.STEEL '�
ROLLER HINGES FASTENED Nm w o
W/(6) d 14 X 5/8"SMS z
MIN..024'ROLL FORMED STEEL PANEL 3 w
DRAWING DUALITY C-40 '
MIN.YIELD STRENGTH- 39 KSI a e
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WIN.
PRIMER AND BAKEO-ON y w F
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION z a z m
APPLIED TO BOTH SIDES OF STEEL
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J W/(4) 14 K 5/8'SMS N
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CWIL PRODUCT RRENEVIM i
FLA.PE 70592 r aaopybw with&A FloTid� $ I
O BOTTOM SEAL OPTIONS
CA.N. 38 „
SEE SHEET 5 Amon p nae No S O 0 •01
R drawing no.
SECTION A—A 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet 3of 5
r
3 N. REINFORCEMENT f\ m
y�IN. 1/2'X 1-3/4'X.058' � o
LEDGE FORMED STEEL a
DIST.
SELF DRILLING is
�I— N
R" Z 1-1/2" MIN; OR V SEX I-
OR
o� I GE DIST. o m 3/16"'FIVE%'STEEL RIVETS SELF DRILLING SCREWS O F m
am iv o MULTIGRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS
AT 48"O.C. MULTIGRIP W/DOME HEAD
\ I 3 AT 48"O.C. a s G
REINFORCEMENT O Ip w
1/2"X 1-3/4"X.OSB"
1/4"DIA.lAG SCREWS i 1/4"DIA. LAG SCREWS FORMED STEEL
2BY AT 6"FROM ENDS 28Y �-q7 fi'FROM ENDS
WOOD B� I WOOD BU I
AND 15"O.C. MAX. i AND 15°O.C. MAX.
r
1 1 W'STRIPAPTER
ALUMINUM STEEL ADAPTER O Q a S
C
RUBBER W'STRIPPING RUBBER W'STRIPPING N m p
a m3,M� H
----50 34 .700 ILII I('.oao J �.1i E
.224 IS�1 LS r'JI. 348 Q w.i S
v
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
LA
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 W UJ in
TO WOOD STRUCTURES, IF THESE METHODS ARE FOLLOWED NO ADDRIONAL CALCULATIONS/DESIGN a
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. O= n
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE _ __
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING z~Z m
ANCHORS STRUCTURE _EMBED SPACING qED' '0 W
UD rn o I
3 8 HLC SLEEVE BY NILTI CONC. 1-1 4 B" of O:
3/8"CONFLEX BY ELCOFILLED BLOCK 8' O3 8"DYNABOLT BY'ITW' CONC. 1-1.2 O Z
STEEL STRUCTURE BY OTHERS "POWERBOLT BY POWERS' CONC. 2' 8'5/16'X 1-5/8" MUST SUPPORT THE LOADS IMPOSED ¢LAG SCREWS B1'DOOR SYSTEM 3 8 SLEEVE-ALL BY'SIMPSONS' CONC._ 1-1 2" _ 8" d m
AT 12'O.C. CONCRETE f'c- 3000 PSI MIN. c3 Q N Q w
5/16" DIA BOLTS
C-90 GROUT FILLED BLOCK Mm 2000 PSI MIN.
_
WITH WASHER&NUT - �
WOOD BUCK CONNECTION TO MASONRY ��.°. AT 12"O.C. MAX. EDGE DISI.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO L 3
GROUTED REINFORCED MASONRY BLOCK WALL OR GONG.COLUMN WITH 1
1/4"ULTRACON BY'ELCO'WITH SPACING OF
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED o
13"O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4'MIN.EMBED I 1-1 4'X 2-1/2'X 14 GA _ I g 6
2-1/2"MIN. EDGE DISTANCE 1-1/2" 1-1/2' ~-'CONT. STEEL ANGLE 1-1/2" u
_ _ 33 ¢ o
TAPPER BY'POWERS'WITH SPACING OF 12 C0.GALV.STEEL � `a U�2
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS t3'LONG 2-1 8'X I"% 14 GA. Q1 i
13'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/d"MIN. EMBED 1/16"X 2-1/2' AT 12"O.C. IN DOOR OPNG. GALV.STEEL TRACK
3'MIN. EDGE DISTANCE FlLLET WE
AT 18'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/(2) 1/4-20X5/8'TRUSS HO.
3/B"LDT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.& LOCK NUT n
23"D.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 0 0 y O1
3"MIN. EDGE DISTANCE CONTINUOLI$ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK 'm 3
3/8'HLC SLEEVE BY'HIL71'WITH SPACING OF 70 W000 BUCK TO Sjf,EU TO CONCRETE ANO FII I ED BLOCK `a i
10"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN. EDGE DIST. C--�
15"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN,EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2"MIN.EDGE DISTANCE
s
Engr:JAVAD AHMAD o
PREPARATION OF JAMBS BY OTHERS CIVIL PRODUCT RENEwm �
333
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE N 70592 ds Cao*mm rill lhd FkMa 8 I I
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED C.A.N. 538 Bala•pNo�.O`�
BY DOOR SYSTEM. o
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. r1 C M 'drawing
no.
MAXIMUM EXTERIOR(+) LOAD PER JAMB= (16.16'X 62 PSF)/2= 291 Lbs per Fl. 2015 � 02-21
MAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16' X 44 PSF)/2 =355.5 Lbs per Ft. sheet 4 of 5
.500 F�--�#-.2so U
* PLASTIC COMPLIES WITH I ��V N
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z W
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N
1.765 1.725 f 2 a
7/16'DIA WASHER 7 LL H
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AND 6-1/2"O.C. MAX. a 3 0 0 -------- J lZZ7(toNo a
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IIII A
:I I 175% .062 DEEP
IIII GROOVE
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IIII GROOVE I M-
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(4)#e X 3/4"SMS INSIDE ELEVATION a3W3
I III j ® 1-3/8"FROM ENDS u u
RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
111 I AND 6-1/2"O.C.MAX. m w
WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION w
OI 8 X 3/4"SMS C+
B III ® / FROM ENDS % .062 DEEP
LLLLI I AND 4-1/-1/ GRO2"O.C.MAX. GROOVE h2'A8%3/4"SMS c"x-
®3/8"FROM ENDS _ 0
AND 7'O.C.MAX. r-� _----'--
_ __ _ Engr:JAVAD AHMAD PNOC4IGT RENEWFID
7/16"DIA WASHER _ _ _ _ _ _ _ _ _ _ ______ CML rogo>Olp6oriMtllll'lotid� p
\�� __ - - - - - FLA.PE B 705 2 Building Coda I x
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DOOR PANEL
EXTERIOR
24 GA. (.024)STEEL MIN. M O
DOOR PANEL 15/16"MIN. I PieNAcip"
24 GA. (.024)STEEL MIN. D.L.OPO. c � �5 drawing no.
GLAZING SITE
WINDOW WIDTH 02-21
sheet$of 5