HomeMy WebLinkAboutNotice of Acceptance i
MIAMI-DADS MIAMI-DADE COUNTY
0 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 ofd 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 perfoim 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. II
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone. l
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 datie 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 gest 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 bee" 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. 11,
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
MIAMIDADecourmr Expiration Date:July 21,2020
� Approval Date:April 23,2015
04�Ifi1 1 S Page 1
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled 1124 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 05I 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-11-320'4,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=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- 076,dated 10/31/2003,
signed and sealed by Rafael E.Droz-Seda,P.E.
I
"Submitted under NOA#03-0210.04"
7. Test report on Salt Spray(Corrosion)Test per ASTM B'117 of ai painted G-40 steel panels,
prepared by Celotex Corporation,Test Report N9.258592,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.
�I
a4 ►�j��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
i
i
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitter!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 0,7/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,'Ifor 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 under NOA#05-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Arc 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 J.L.Doldan,P.E.
i
F. STATEMENTS "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 5'h edition(2014)FBIC and no financial interest
issued by Al-Farooq Corporation, dated 05/13/2014,signed and sealed by Javad Ahrnad,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" %2-3/4'X 0.1"
GALV. STEEL CENTER HINGE �!0' STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER =4-UW/ (4) ()14 % 5/8"SMS / ` � -FASTENED TO END STILE WITH TO BE INSTALLED ATw
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6'-6" 2 SECTIONS 18'2 SECTIONS 21' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE p 3 m
1 SECTION 1B' 3 SECTIONS 21'
WITH (4) �J14 % 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 0 0 x
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7'-6' 5 SECTIONS 18'- CENTER STILE DAH DOORS INC. �'Q N Q w
INSIDE ELEVATION
7'-9° 4 SECTIONS 18'1 s6ciIDN z1' Hurricane MOsterW Model 624/811 v 0-
8, 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High
B'-J' 2 SECTIONS 18"3 SECTIONS 21' HANDLE
B'-6' 1 SECTION 18' 4 SECTIONS 21' END STILE _ VJilh.Window Lite Option
e'-9' 5 SECTIONS 21'1- (J14 X 3/4"SELF DRILLING SCREWS MAY BE USED
9' 6 SECTIONS 18'- IN UEU OF X14 X 5/8`SMS DESIGN PRESSURE RATING = + 36.0 PS
W-3"15 SECTIONS 18'1 SECTION 21" " r\ ILNS
R GUIDES - ---- G WD ON END STILE --- - 44.0 PSIF LL9_-6_4 SECTIONS 18'2 SECTIONS 21' e (r14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT G NER 9'-9' 3 SECTIONS la'3 SECTIONS 21' -to' 2 SECiI0N5 ta'a SECTIONS 21' P OCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ° u u
10'-3" 1 SECTION 18' 5 SECTIONS 21' S2 RACK REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
10'-6' 6 SECTIONS 21"- Y ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u"19'd 1 A I
10'-9' 6 SECTIfl
1 SECTION 21" CENTER STILES SCHEDULE'A' 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
OUTSIDE KEYED LOCK
t1_.. 5 SECTI2 SECTIONS 21'___ __ __ _ _ _ CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTI3 SECTIONS-21' [12
-DOOR-WIDTHS--�OF-CENTER STILES: DRESSING=OR_STUCCO.11'-e° JSECTI4 SECTIONS 21" LOCK BAR LOCKING SHOWN -0'TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.S SECTIONS 21' ALTERNATE TO '-0'TO 11'-10' 2 d.{
12' 1 SECTIONS 18'6 SECTIONS 21' - SPRING LOADED SLIDE BOLT •-•- ---- 4• ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
12'-3' 7 SECTIONS 21'- LOCKS SHOWN ABOVE '-0'TO 13'-10° 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
12'-6' 6 SECTIONS 18'2 SECTIONS 21' 8'-0'TO 9'-10' ' TO 15'-10' 4 __ >S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. vo
DOOR WIDTHS '-11'TO I6'-2' -5 u x
12'-9' S SECTIONS Ja'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 &TAS-203 FOR HVHZ AND
1J'-3' 3 SECTIONS 18'S SECTIONS 21' I- ASTM E1886-OS/ASTM E1996-09. o •j
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15'-6' 1 SECTION IB' 8 SECTIONS 21' I G L
15-9' 9 SECTIONS 21"- �_ 12'-0"TO 13'-10"-—�! �15'-11"TO 16'-2-11"TO 16'-2"
16' 6 SECTIONS 18'4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1 of 5
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5/16"X 1-5/8"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH
(FULLY THREADED) FLAPS ANO (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 O G
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12 C. X 3-5/16'X 1-1/2"(OPTIONAL) [7/8-PUSHNUT 1.82"DIA, X .50"NYLON ROLLERS (OPTIONAL) nn=2J
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL)— III VV0 LLL
W/ 1/4-20 X S/8"TRUSS HD. 2.75"DIA. X .50" NYLON ROLLERS (OPTIONAL) l
SLOTTED M.S.&LOCK NUT SECTION B-B WITH 5"STEM sheet 2_R_30
1-1/2"X 1/2"X 1/8"HORIZ.ANGLE /\ m
POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. oQ
? 5/16"SLEEVE ANCHORS CENTER SUPPORT READ. ON DOORS WITHOUT INSULATION OR WINDOWS, N
2-3/4'X S-1/2'%3'X.104" I
GALV.STEEL WITH 1-1/4" EMBED INTO MASONRY EX�EEDINC 8 FT. IN HEIGHT 2"X 2"X 1/8'f10RIZ.ANGLE Av
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B FT.OR o
FASTENED W/(6) � 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS Z n w
I4 CA.CATV.STEEL ADJUSTABLE .TRACK
WITHSTWO WELDS AOT WELDED OIH0�2'APART 14
SUDE FASTENED TO BRACKET 2-1/2"% 4-1/4" X 13 GA.STEEL PLATES _ FIRST AT 3^O.C.,REST AT 9'O.C. f N
W/5/16-18 X 3/4^HEX HEAD WELDED TO 1-1/2^X 1-1/2-X 14 GA.ANGLE - �HORIZ.
_ J CONNECTEDTO FLAG BRACKET ANGLEM.SCRIt &NUTS. FASTENED TO TRACK W/3/8-16 X3/4°BOLT&NUTWITH (4) 1/4-20 SS. DOLT&NUTS - LENGTH = OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH Q J
TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT&NUT a fffSuuu
(STANDARD) TOP BRACKET
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LOW HEADROOM
(OPTIONAL)
14 GA GALV.STEEL TRACK wW
HORIZONTAL REINFORCEMENT a i ro °o
1/2"X 1-3/4"X.05B•FORMED S1EEL VERTICAL TRACK D IL<�
GLUED TO PANEL AND FASTENED TO 2-1/8•x 1"X .080" p Qy n-
VERTICAL STILES WITH 2'%s-1/2"% .104' I _ SECTION A—A 0 33N i
(2)3/16"POP RIVETS w U)fi "
GALV. STEEL Q W
FASTENED W/(4) # 14 X 5/8"S.M.S. LL 2 N-0
TOP ROLLER BRACKET FOR
I IORIZONTAL REINFORCEMENT LOW HEADROOM DOOR OPTION DOOR SECTION HEIGHTS BRACKET PLACEMENTS Q 2 N� R,I
I LL X 1-3/4"X.058'FORMED STEEL HEIGHT 1ST 2ND'3RD 4TH 5TH 81 BIZ B3 B4 I BS 86 B7 BB lu.i
GLUED TO PANEL AND FASTENED TO —) — —�
VERTICAL STILES WITH - 6'-0° 1B" 18" 18" 18"N/A 1"TO 2"I1-3/4 23" 34" 45 56 67" rd
_ VE 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"
B" TO_2"11-3/4" 23" 34" S.
56" 67"- -
_ PLASTIC/STEEL ROLLERS I_ 7'-G" I18" iB" 18" 18"1"TO 2"11-3/4" 23" 34" 45" Sr' 67 78-1/4'
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1.82° DIA X.50' 8'-0" 21° 18" 18" 18" 21"1"TO 2"111-3/4"1 23" 34" 45" 56"
-W/.44 DIA. X 4-1/4"STEM o -SECTIONS ARE NUMBERED STARTING AT THE BOTTOM M
_= FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. W Lj M
OPTIONAL INSULATIONS: z¢ N Q
BY'DYPLAST PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE a o '
DENSITY- 1,05 PCF O m 1.D"X 2.19'X 3.3"X.090' / j Z N
NOA #11-0926.07 STEEL TRACK BRACKETS j W W 'a
OR. m 2-3/16" HIGH / N rn 0 I
ISO-25 POLY-ISOCYANURATE CONNECTED TO TRACK WITH '
DENSITY-2.0 PCF ) 1/4•BOLTS&NUTS. / _ LL O Z 6
- - NO.RO.A. #11-0926.06
BY'CELLOFOAM NORTH AMERICA' / m rn J
DENSITY= 1.03 PCF
N.O.A. 110-117.9.04 m �-- / � Q cV= r
OR / N
BY'INSUI FOAM LTG' a -�
DENSITY=0.92 PCF
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ROLLELE R HINGES FASTENED N
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MIN. 024°ROLL FORMED STEEL PANEL ---
DRAWING QUALITY G-40
MIN.YIELD STRENGTH= 39 KSI u
-- - -- - WITH PRIMER AND BAKED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
—__
VERTICAL LIFE HIGH LIFT STANDARD LIFT LOW HEADROOM
DOUBLE TRACK r-
12 GA. GALV. STEEL
BOTTOM BRACKET FASTENED AVAILA6LE TRACK OPTIONS
W/(4)d 14 X 5/8'SMS -
J/ Eng,:JAVAD AHMADPRODUCT RIENEWED
�$
FLA.PEINL 70592 0 olmoft with dw fwom o I a
C.AN. 38
O BOTTOM SEAL OPTIONS A� �
aelAt4rl[E'm
SEE SHEET 5 BS � 20 v° n o
/ T_ 7
d R tj
MPr�c�� dr°wing no.
SECTION A-A OZ-Z1
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet 3 0( 5
3 4" REINFORCEMENT f 1 m
IN. 1/2"% i-3/$X.058'
IEDGE FORMED STEEL
_ DIST. 18 X 1° ry
rw- = 1-1/2"MIN. SELF DRILLING SCREWS -� (18 X 1" p
_ _ OR SELF DRILLING SCREWS z
I CE DIST. n I m 3/16'•'RIVER'STEEL RIVETS OR
om m 'r.1�' o MULTIGRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS Q Z N a
o� \s \ �o AT 48"O.C. MULTIGRIP W/DOME HEAD
ivy w \ 3 AT 4 I O.C. G
REINFORCEMENT O o
1/2"X 1-3/4'X.058" Q W
FORMED STEEL �j
28Y I \1/4"DIA LAC SCREWS 28Y 1/4"DIA LAG SCREWS O + p LL
WOOD BUSK 1 1 AT 8"FROM ENDS WOOD BU 1 SAT;.DIA.
ENDS Q t a
/ 1 AND 15"O.C.MAX. I AND 15"O.C. MAX. P
M
• I 1 W'STRIPALUADAPTER
NUM STEERIP ADAPTER O IL Q a N
RUBBER W'STRIPPING RUBBER W'STRIPPING Q:C OJ N
a W 3IZ
050
WEE
o
z N g w
2
24 \.L�J.4 •700 348 Q W T .i 1-
I-1.750 1.790--moi
0
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
�J
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.)
M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT LLj
N Q J
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 L=-v
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING - W m
ANCHORS STRUCTURE_ EMOED SPACING E�GED4§ 01 W 1
3 8 HLC SLEEVE BY HILTI CONC. 1-1/4 8° I3/8"CONFLEX BY'ELCO' FlLLEO BLOCK 2' 8' O 3 N
3 B'D—B-LT BY CONC. 1-1 2° 8" _2-1 2" O Z=
STEEL STRUCTURE BY OTHERS 3 B"POWER-BOLT BY POWERS' CONC. 2' 8" 2° O Q
MUST SUPPORT THE LOADS IMPOSED — - 3.-
LAG
W
5/16"% 1-5/8' 3 8 SLEEVE-ALL BY'SIMPSONS' CoNC._- 1-1 2' 8" 3_ O1
TAG SCREWS BY DOOR SYSTEM - m
AT 12'O.C. CONCRETE f'.-3000 PSI MIN. 0 N
C-90 GROUT FILLED BLOCK Ym= 2000 PSI MIN.
5/16"DIA BOLTS
WITH WASHER&NUT -_
WOOD BUCK CONNECTION TO MASONRY AT 12"D.C. MAX. 8
\..' EDGI
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO 1 ^�
E DIST*
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I
Uo
1/4"ULTRACON BY'ELCO'WITH SPACING OF
12"-O.C.-INTO-GROUT FILLED-BLOCK WALL,_WITH 2-1/4'MIN. EMBED __ - - _ oI ¢
13"O.C.INTO 3000 P51 CONCRETE.WITH 1-3/4'MIN.EMBED 1-1`/4'X 2-1/2'X 14 GA k
2-1/2"MIN. EDGE DISTANCE 11-1/2„ 1-1/2' CONY. STEEL ANGLE -1/2"TAPPER BY'POWERS'WITH SPACING OF 12 GA GALV.STEEL1'O.C.INTO GROUT FlLLED BLOCK WALL.WITH 1-I/2'MIN. EMBEDFLAT BRACKETS t3'LONG 2-t/8"X I"X 14 GA13"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
-3FILLETWEIASr___ __ AT_7l3'_O.C._A80VE DOOR OPN_C._- 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"-TRU55-HD.=3/B"LOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDESLOTTED M.S.&LOCK NUT iri v
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED 0 a m
3"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVFRC T a_K OONTINUOUS AUGLE TRACK m g 3
TO CONCRETE AND-_0 IED BLOCK
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF - TO WOOD BUCK - - 70 STEEL _
10"O.C.INTO GROUT FILL F,a 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
2-1/2"MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
Engr.JAVAD AHMADPiLODUCTRENEWTPREPARATION OF JAMBS BYOTHERS CIVIL zFLA.PE p 70592 t✓•ceEepT)IfLp-ftdidFOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY _ C.A.N.-3538 BJIdhI�C06 }a`ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Aeeep4le�No l9 �3BYDOOR SYSTEM. J$JFOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OFRECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By F4tL
ng 00.BUILDING OFFICIAL UPON INSPECTION. 2U15 IMAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per Ft. J - JMAXIMUM INTERIOR(-)LOAD PER JAMB = (16.16' X 44 PSF)/2 =355.5 Lbs per Fl. 4of g
.soo �-�-.zso U �
* PLASTIC COMPLIES WITH V.
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE Z
G m w
r
1.765 1.725 Q LL N
N
7/16'DIA.WASHER Q W IS
r 1.144 a i
FF
U n I
a8 X 3/4'SMS 21 3/4" �. v o m
®3/B'FROM ENDS MAX. O W f4 o
.176 800 a¢�
11 .III ' I AND 7"O.C.MAX. WOW.WIDTH C LL Q G S
*EXTERIOR FRAME * INTERIOR FRAME C a r-R
(4)�e X 3/4"SMS _ 0 1 M8 RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w
Du 40^1
® 1-3/8'FROM ENDS f9 J IL 2 -n
I 3 D.L.O. I N f
AND 6-1/2'O.C. MAX. � � /J am Q
0
I /
:III 175% .062 DEEP Bl
ppQ „
IIII GROOVE
'II r °tea
1/4"POLYCARBONATE LEAN
'
III III
BY'SABIC INNOVATE PLASTICS' a -jNOA#13- 717.01
v R' IIII _ - J --...-..- _ � Z�N
p n O ,� .. I o W T
o J W IIII --__•- , i' r ., 'i: I a
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IIII •'- a .i1 i 1 N¢ QN=v
m Q W
`,
I,I, 175 X.062 DEEP
caoovErt
`o_
III (4)q8 X 3/4"SMS INSIDE ELEVATION Z.: 15 1
O 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS v o o
+ AND 6-1/2'O.C.MAX,
---- 1
WINDOW LITES CAN BE
IN ANY LOCATION IN DOOR SECTION
d8%3/4"SMS -._(�- -.-_ - --- - _�.-__- _.❑ - _-__ - _
B I i 1 ®3/8'FROM ENDS'I .175% .062 DEEP iIi T '
I YI
AND 4-1/2"O.C.MAX. GROOVE — w to
n o
A8 X 3/4"SMS �--�
®3/B"FROM ENDS
AND 7.O.C.MAX.
Engr.JAVAD AHMAD aRooucTa�T4EwFD c
CML aIm�IpIJ1.%with*A�i
7/16'OIA.WASHER - - - - - - - - - - - - - - - -
FLA.PE(/705 2 BuilAtq Cbdo g' I
%1\2
CAN.35 B38 Aomp�weM,�-0?d O ••_ o o
o $ b
24
DOOR PANEL EXTERIOR m "
CA. (.024)STEEL MIN. C
� O
DOOR PANEL 15/16'MIN. D.L.OPG. r 5J Pt°MtI drawing no.
24 GA. (.024)STEEL MIN. � GLAZING BITE
WINDOW WIDTH 02-21
sheet 5 of 5j 1
These Tables Are For GARAGE DOORS.IN
One and Two Family Dwellings
Garage Doors Installed In Buildings with a.
Mean Roof Height of 30' or Less Located in Exposures B, C'or D
Table R301.2(2) of the 5t' Edition FBC Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE[PSF]
❑160 EXPOSURE:B; 9'x 7' Door=+24.3 -27.5
M1 60 EXPOSURE 113 16'x 7' Door=+23.3 -26.0
[]160 E OSURE C 9'x 7' Door=+29.5 -33. (1 story and max 15'�I
160 EXPOSURE C 16'X 7'Door=+28.2 -31.5 mean roof height)
0160 EXPOSURE C .9'x 7'Door=+34.1 -38.5 (2 story and max 30'
E]160 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 story and max 15'
❑160 EXPOSURE D 16'x 7'Door=+34.3 -38.3 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 story and max 30
E]160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 mean roof height)
150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
17 150 EXPOSURE B 16'x 7' Door=+20.4 22.7
I,
❑150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 story and max 15,
F1 150 EXPOSURE C 16'x 7' Door=+24.7 -27.5 mean roof,height
i
171150 EXPOSURE C 9'x 7' Door=+29.9 -33.8 (2 story and max 30'
0150 EXPOSURE C 16'x 7' Door=+28.6 .-31 8 mean roof height)
❑150 EXPOSURE D 9'x 7'Door=+31.4 =35.5 (1 story and max 15'
❑150 EXPOSURE D 16'x T Door=+30.0 -33.4 mean roof height)'
❑150 EXPOSURE D .9'x T Door=+35.4 -40.1 (2 story and max 30'
❑150 EXPOSURE D 16'x T'Door=+33'.9 -37.7 mean roof height)Notes:-Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspection.
Glazing in Garage.doors must comply with.R301.2.1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida Product Approval#