HomeMy WebLinkAboutProduct Approval RECEIVED SEP 3 9 1015 .
MI®DADS FILE ?i F 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 981b 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.Ut era,P.E.
NOA No.15-0304.01
QMIAMMIDMADECMUNTY Expiration Date:July 21,2020
••• Approval Date: April 23,2015
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.RETI-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.
b. 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¢ ie f Za)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-I
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.
5. 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 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 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 Ahinad,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" m
GALV. STEEL CENTER HINGEp STEEL PLATE WITH ONE 5/16-18 MS W/ NUT OPTIONAL DOOR VIEWER �� p
W/(4) #14 X 5/8"SMS � `♦♦ -FASTENED TO END STILE WITH TO BE INSTALLED AT
p WITHOUT DELRON SLEEVE (STD.) 1 (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
p 7-1/2"X 3"X .071"GALV. STEEL II 00 1 SEE SHEET 3 FOR TOP BRACKET OPTIONS
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HEIGHT CONSISTS OF EACH DOOR_ 7-7/8"X 3-1/8" X.010" OPTIONAL VENTS I K
6'-G° 2 SECTIONS 18'12 SECTIONS 21' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE o I O < N
6'-9' 1 SECTION 1B' 3 SECTIONS 21` WITH (4) �J14 X 3/4" SDS OPNC.AREA NOT TO EXCEED 120 50. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L_-p _I O Z
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7'-9" 4 SECTIONS 18" 1 SECTION z'" Hurricane Moster®Model 824/811 N 0 x
B' 3 SECTIONS 18'2 SECTIONS 21' OUTSIDE RAISED PANEL EMBOSSED DOOR Mox. Size 16'-2" X 16'-0" High
8'-3" 2 SECTIONS 18"3 SECTIONS 21' HANDLE END STILE _ With Window Lite Option 9
8'-6' 1 SECTION t8' 4 SECTIONS 21' G #14 X 3/4" SELF DRILLING SCREWS MAY BE USED
8'-9' 5 SECTIONS 21'- IN LIEU OF()14 % 5/8"SMS �\
9' I6 sEcnorvs 18'- LOCK BAR GUIDES ------ �?DESI_GN RE G-= + 36.0'Is �
9'-3' 5 SECTIONS 18'1 SECTION 21" ° INSTALLED ON END STILE ----- - 44.0 PS•F� N
9_-6" 4 SECTIONS 10"2 SECTIONS 21' WITH (4) #14 X 5/8" SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERAL NOTES
9'-e" 3 SECTIONS 18'P SECTIONS 21'
10' 2 SECTIONS 18'14 SECTIONS 21" g 4 .18T X .6W LOCK BAR I. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o
10'-3" 1 SECTION 18' 5 SECTIONS 21' Q ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION (2014)
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6 SECTIONS 21'- g ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). w
6 SECTIONS 18'1 SECTION 21" CENTER STILES SCHEDULE'A'
OUTSIDE KEYED LOCK 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
S SECTIONS 1B°2 SECTIONS 21' CENTER STILES CONFIGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
4 SECTIONS 18'S SECTIONS 21° PQ TIQNA� DOOR WIDTHS #OF CENTER STILES DRESSING OR STUCCO. o
3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN 111 III 8'-0'TO 9'-10' 2 _ 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
z secnorls 18'S sEcilONs z1' ALTERNATE TO .WWW--- 1D'-D'7D 11'-10' _2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o °I
1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT -yT 12'-0'TO 13'-10" i THESE DETAILS ARE NOT PART OF TIIIS APPROVAL. g o n
7 SECTIONS 21'- LOCKS SHOWN ABOVE g'-0"TO 9'-10" l4'-O'70 15'-fo' _ 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •v 5 SECTIONS 18'2 SECTIONS 21' DOOR WIDTHS 15'-11'TO I6'-2' �5 o x
12'-9' 5 SECTIONS 18'3 SECTIONS 21" DOOR iE5iE0 IN ACCOF.DANCE 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
13'-3" 3 SECTIONS 18-15 SECTIONS 21' 0 0 ®0 'rte M I ASTM EI886-OS/ASTM E1996-09.
l3'-6' 2 SECTIONS 1B'6 SECTIONS 21' �7��'1 ��LI-L�' .ILS Engr.JAVAO AH MAD o •
CML PpUDUCT 14814E1V® I 'I 1:1 IJ'-9" 1 SECTION 18' I7 SECTIONS 21' FLA.PE 70592
14'_8 SECTIONS 21'- 10'-0"TO 11-10" 14'-0"TO 15'-10" I
C.A.N.CNJB -
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DOOR WIDTHS DOOR WIDTHS
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14'_9' 4 SECTIONS 18'S SECTIONS 21'
15' 3 SECTIONS I8"6 SECTIONS 21' III I;I I ® III III III ILI i!I III® � III III III III Ijl III --
15'-3" 2 SECTIONS 18"7 SECTIONS 21' IJ it L_7 III'���44 ill �I' III�UUU L+�I �2015
By drawing no.
15'-6' i SECTION42"1
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15-9' 9 SECTIONS 21'- l� 12'-0"TO 13'-10"--� 15'-11"TO 16'-2" G G
16' 16 SECTIONS 18-14 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 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 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 ANCHORS AT TRACK BRACKET: E W w W
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STEEL 7RACK BRACKETS I I I I I (1) PER BRACKET �)
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET SPACING
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14 GA. X 2-1/8'X 1"(STANDARD) 1.82"CIA. X .50"STEEL ROLLERS (STD.) BY RaA)c1 Co>»el Ld;�ng no.
12 GA. X 3-5/16"X 1-1/2"(OPTIONAL) 7/8"PUSHNUT 1.82"DIA. X .50"NYLON ROLLERS (OPTIONAL) ,
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75" DIA. X .50"STEEL ROLLERS (OPTIONAL)—
W/1/4-20 X 5/8'TRUSS NO. 2.75"DIA. X .50"NYLON ROLLERS (OPTIONAL) G l
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2' J / - 5/I6"SLEEVE ANCHORS CENTER SUPPORT REOD.Fl ON DOORS WITHOUT INSULATION OR WINDOWS, 1�
2-3/4'X S-1/2'%3'%.104" WITH 1-1 4 EMBED INTO MASONRY EXREEDINC B FT. IN HEIGHT---i 2"X 2"X 1/8"HORIZ.ANGLE � Rj
GALV.STEEL /" 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE B FT.OR N
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SPOT WELDED TO HORIZ.TRACK q@�
14 CA.GALV.STEEL ADJUSTABLE — WITH TWO WELDS AT I-1/2°APART Q W I�
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES
W/5/16-18%3/4"HEX HEAD WELDED TO 1-1 2"X 1-1/2"% 14 GA. ANGLE �?HORIZ
A--J FIRST AT 3"O.C.,REST AT 9'O.C.
/ CONNECTED TO FLAG BRACKET ANGLE P N O
FASTENED TO TRACK -M.SCREWS&NUTS. W/3/8-i6 X 3/4"BOLT&NUT O o
WITH (4) 1/4-20 SS. DOLT& NUTS �-- ACK LENGTH = OPENING HEIGHT PLUS 12° AND TO SPRING SHAFT GUIDE WITH 0 m,
TOP BRACKET - - (2) 1/4-20 X 5/8'BOLT& NUT
(STANDARD) TOP BRACKET
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(OPTIONAL
_ - LOW HEADROOM DOOR - 1 14 GA GALV. STEEL TRACK 0, ro
HORIZONTAL REINFORCEMENTa¢< o
1/2"X 1-3/4'X.058'FORMED STEEL VERTICAL TRACK SECTION A—A 0.3 n 0
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GLUED TO PANEL AND FASTENED TO I 2-1/B°X 1`% .080"
VERTICAL STILES WITH 2°X 5-1/2`% .104" --� �
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(2)3/16"POP RIVETS GALV.STEEL
FASTENED W/(4)8 14 X 5/8'S.M.S. (L Z =0
TOP ROLLER BRACKET FOR l7 TO
LOW HEADROOM DOOR OPTION DOOR SECTION HEIGHTS BRACKET PLACEMENTS ZZ Ly
HORIZONTAL REINFORCEMENT Q W is
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND 3RD 4TH 5TH 137 82 83 B4 85 86
GLUED TO PANEL AND FASTENED TO —� �— —�
-/VERTICAL STILES WITH 6'-0" 18"1B` 18" 18"N/A 1"TO 2"I1-3/4" 23" 34" 45" 56" 67"
(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'-O" 21°21 21 21 N/A 1" TO 2"11-3/4" 23" 34" 45" 56" 67" 6
_ PLASTIC/STEEL ROLLERS F- 7'-6" 2"-1—1-3/4" 23" 34" 45` 56 67" 78-1/4" cg
_f 8'-O" 21" 18" 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78_1/4, m
�. 1.82" DUI. X.50" c+x --
�W/,44 DIA. X 4-1/4"STEM z w —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
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FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. w >to
OPTIONAL INSULATIONS: z¢ �' Q J
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EPS-EXPANpEO POLYSTYRENE o m 1.9'X 2.19"X 3.3°X.090" y Z H Uf
DENSITY- 1.05 PCF _
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150-25 POLY-ISOCYANURAIE m CONNECTED TO TRACK WITH / � of
DENSITY- 2.0 PCF ) 1/4"BOLTS&NUTS. / w O L 0 �
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¢� m �^
�y 14 GA.GALV.STEEL
ROLLER HINGES FASTENED N o
W/(6) p 14 X 5/8"sus E
MIN. .024"ROLL FORMED STEEL. PANEL m o a
DRAWING QUALITY G-40
MIN.YIELD STRENGTH= 39 KSI 33
-- -----'-----WITH PRIMER AND BAKED-ON a u K
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION v b
APPLIED TO BOTH SIDES OF STEEL
��
c y 3
0 0
oo as
VERTICAL LIFT HIGH LIQ STANDARD LIFT LOW HEADROOM FIs$
DOUBLE TRACK - �
12 GA.GALV.STEEL
BOTTOM BRACXEi FASTENED AVAILABLE TRACK OPTIONS
- f W/(4) # 14 X 5/8"SMS o c
En3r:JAVAD AHMAD
CIVIL PRODUCT RENEWED I
FLA.PE 70592 Ir aeeglryhy with the FloriAe $ I
C.A.N. 38 „
SEE SHE FAS OPTIONS Ameaepime No SO 0 •�20 9 v
R M proamcaw drawing no.
SECTION A-A 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES �s - 3of 5
REINFORCEMENT f\ m
31N" 1/2"X 1-3/4'X.058"
DGE8 X FORMED STEEL I N�
r i
1-1/2-MIN. 01ST. SELF DRILLING SCREWS --� #8 X 1-
_ OR SELF DRILLING SCREWS 0
o I GE GIST. n I m 3/16"'RIVEX'STEEL RIVETS OR FF m u
MULTI
W/DOME HEAD 3/16"'RIVE%'STEEL RIVETS Z ,�
3� \w \ �o AT 48"O.C. MULTICRIP W/DOME HEAD Q '�
/^ \ REINFORCEMENT
D-4AT48"O.C.FORMED STEELO
1/4'OLA. LAC SCREWS I 1/4"DIA LAG SCREWS
WOOD BULK 2BY 'I 1 \-AT B.FROM ENDS WOOD BUCK I 2BY �-AN 6'FROM ENDS -
I� AND 15'O.C.MAX. 1 AND 15"O.C. MAX.
1 I 0
1 W'STRIPALUMINUM w'sTRIP ADAPTER D a d a Sm
Q o}{T• F
N m C
RUBBER W'STRIPPING RUBBER W'STRIPPING Q W 3 LL h
{LiN-,meg
.24
2_a
I, oao—�B Q w
��1.750� T. I,
0
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'BI co
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG=0.55 MIN.) o M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT N Q J
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN W tl
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE - - Z 1=-N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHOR SPACING o W w
ANCHORS STRUCTURE_ EMBED SPACING EDGE 01ST.
3 8 HLC SLEEVE BY HILTI CONC. 1-1 1 8' 2"
3/8"CONFLEX BY 'ELCO' FILLED BLOCK 2' 8' 3-3 4' j p 3 y
-3/8'DYNABOLT BY'ITW' CONC. 1-1 2" 8' _2-1 2" O Z= N
STEEL STRUCTURE BY OTHERS 3 8"POWER-BOLT BY POWERS' CONIC:_ 2 8" 2" 0 a
5/16°X 1-5/8" MUST SUPPORT THE LOADS IMPOSED 3 8 SLEEVE-ALL BY'SIMPSONS' CONC.
LAG SCREWS BY DOOR SYSTEM _
- m J
AT 12'O.C. CONCRETE 1'c= 3000 PSI MIN. N= r
5/16'DIA.BOLTS
C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
c'
WITH WASHER&NUT
WOOD BUCK CONNECTION TO MASONRY 1 °•' . �AT
12"O.C.MAX. EDGE DIST. B
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO ; ^�
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH
1/4"ULTRACON BY'ELCO'WITH SPACING Of
2"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED
13'O.C.INTO 3000 PSI CONCRETE.WRII 1-3/4"MIN.EMBED 1-1/4'X 2-1/2'X 14 GA " o
2-1/2"MIN.EDGE DISTANCE 1-1/2' 1-1/2' CO STEEL ANGLE 1-1/2" u o
TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV. STEEL
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED FLAT BRACKETS t3'LONG 2-1/8"X 1"X 14 CA.
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
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/B'TRUSS HD. -�
3/8"CLOT BY'ITW'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. &LOCK NUT v-- -
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED9 °
CONTINUOUS ANGLE TRACK
3"MIN. EDGE DISTANCE CONTINLIOUS ANGLE TRACK 3EYEB51<J.RAOK •S
OEM BUCK TO STEEL TO .ON R ANO FII D BLOCK ` °c1" r -
3/B°HLC SLEEVE BY'HILTI'WITH SPACING OF
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 INSTALLATION
2-1/2"MIN.EDGE DISTANCE
c
PREPARATION OF JAMBS BY OTHERS CVEngr.JAVAD LAHMAD RTUDUCTRENBWID a
FLA.PC 70592 •CompTJlApM'ftowFk" I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C.A.N. 538 81ldhle Chip = ns'
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED No/S'03�rtq,al_ '
BY DOOR SYSTEM. Q � ZQ
a l J )
FOR DOOR REPLACEMENT IN RETROFIT DUILDINGS WITH NO ENGINEER OF r
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By a l
! rowing n0.
BUILDING OFFICIAL UPON INSPECTION. 2015HemlaJ
( 02_21
MAXIMUM EXTCRIOR(+) LOAD PER JAMB = (16.16' X 62 PST)/2 = 291 Lbs per Fl.
MAXIMUM INTERIOR(-) LOAD PER JAMB = (16.16'X 44 PSF)/2 =355.5 Lbs per FI. sheet 4of J
--.250
* PLASTIC COMPLIES WITH .500 I Fes--x' 4" p
DOOR PANEL CHAPTER 26 OF f-BC W N
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGEZ o
O
N
1.765 1.725 Q F ry
C o I
7/16'DIA.WASHER 1,10.4 d w i
vo
J ]f8 X 3/4"SMS 21 3/4" I
O 11 I 'FROM ENDS MAX. OIL w'.0 3/8
AND 7"O.C. MAX. WOW.WIDTH C 0.Q p gip'
U *EXTERIOR FRAME * INTERIOR FRAME N o
w 18 I/B" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION Q w 3 u
t �\ (4)#8 X 3/4"SMS :r o MAX. w
11 \ ® 1-3/8"FROM ENDS 3 o D.L.O. I.
tn F n l
Iil' I AND 6-1/2"O.C. MAX. p j {MLyy Q d
Q W.i 5 F
d .
:III .175 X .062 DEEP
,III GROOVE P
I I /4"POLYCARBONATE LEAN )
111 BY'SABIC INNOVATIVE PLASTICS' lel
I I NOA X13-0717.01 rr A r5
~ 11 H e
J� _
p p III00
LL_ Q ii<
Z.LO N
'III {- v D
LEM Z x m
I ,ED -.; ' - .; Y I chi Q
O x
1111 Vv Jm.J -
III�
y-- - '
I
IIII 175 X.062 DEEP _ G
IIII GROOVE
-- o �g�
33 33
I I i (4) w8%3/4"SMS INSIDE ELEVATION
® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2"D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
1 #8 X 3/4"SMS C'
®3/e' FROM ENDS .175 X .062 DEEP
J 1 1ROOVE- c d^ a
AND 4-1/2"O.C. MAX.MA% m
o
v g.�.
#8%3/4"SMS _ -_
0 3/8"FROM ENDS — - --
AND TO.C.MAX. -
_ ______--___ En9r:JAVAD AH MAD PRODUCt AENEWF.D I
-
CML ruilmdin/E�1 �Itiflt�O FlaTle� $
7/16"DIA.WASHER -_-_- - - - - - - - - - - - FLA.PEA 705 2 BCbdO
--- - CAN.3538 Aoaeptrw![4*S"v3Io
v ^
o u
DOOR PANEL EXTERIOR C a m a
ODOR PANEL 24 GA. (.024)STEEL MIN. 15/16"MIN. D.L. OPG. a �J H!� drOwfGp
24 GA. (.024)STEEL MIN. GLAZING BITE OG=G�
WINDOW WIDTH
sheet 5 of 5'
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(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
0160 EXPOSURE'13 9'x 7' Door =+26.7 -30.2
DI 60 EXPOSURE B 16'x 7'Door =+25.6 -28.5
❑160 EXPOSURE C 9'x 7' Door = +32.4 -36.6(1 story and max 15'
160-EXPOSURE-C-1-gr7 Door_=+_31..0 4:5 mean roof height)
❑160 EXPOSURE C 9'x 7'Door =.+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7'Door _+35.9 -39.9 . mean roof*height)
❑160 EXPOSURE D 9'x 7'Door=+39.3 -44.4 (1 story and max 15'
❑160 EXPOSURE D 16'x 7'Door=+37.7 -41:2 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+44.3 -50.2 (2 story and max 30'
❑160 EXPOSURE D 16'x 7'Door=+42.5 -47.4 mean roof height) ,
❑150 EXPOSURE B 9'x 7' Door =+22.8 -25.8
Ell 50 EXPOSURE B 16'x 7'Door =+21-.8 -24.3
[1150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
Ell 50 EXPOSURE'C 16'x 7' Door=+26.4 -29.5 mean hoof height
Ell 50 EXPOSURE C 9'x 7'Door=+32.0 -36.2 (2 story and max 30'
F-11 50 EXPOSURE C 16'x 7' Door=+30.6 -34.1 mean roof height)
E]150EXPOSURE D *9'x 7'Door =+33.6 -38.0 -(1 story and max 15'
❑150 EXPOSURE D 16'x•7' Door =+32.1 -35.8 mean roof height)
Ell 50 EXPOSURE D 9'x 7' Door =+37.9 -42.9 . (2 story and max 30'
❑150 EXPOSURE D 16'x 7'Door =+36.2 -40.4 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# _C)-_z:t>C�A, CD k