HomeMy WebLinkAboutNotice of Acceptance MIAMI-DiADE 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.mlamidade.eov/economy
DAB Door Company,Inc.
12195 NW 98t'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 up to 9'-4"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 J dated 03/09/2015,prepared by Al-Farooq Corporation,signed and
sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control revision 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 hack,
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 j ob site at the request of the Building Official.
This NOA revises NOA#14-0814.04 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.15-0317.02
Mu►Mu•dADE couNTY Expiration Date: August 9,2016
Approval Date:June 11,2015
QG/OZ�1S Page 1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 01-09,titled"Sectional Garage Door",sheets 1 through 5 of 5, dated
02/01/2001,with last revision J dated 03/09/2015;prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA#09-0128.04"
1. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC,TAS 201-94
3) Cyclic Wind Pressure Loading per FBC,TAS 203-94
4)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94
i
along with marked-up drawings and installation diagram of a DAB 824 24 GA
Sectional Garage Door with Fixed Windows,prepared by Hurricane Engineering&
Testing,Inc,Test Reports No.HETI-08-2149A/B, dated 06/27/2008,signed and
sealed by Candido F.Font,P.E.
"Submitted under NOA #09-0128.04"
2. Test report of Tensile Test per ASTM E 8,Report No. HETI 08-T182,prepared by
Hurricane Engineering & Testing, Inc., dated 12/23/2008, signed and sealed by
Candido F. Pont,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. Medina,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,Inc.,Report No.HETI 01-969,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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No.15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
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.
"Submitted under NDA#09-0128.04"
2. 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.
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 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 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.
F. STATEMENTS "Submitted under NOA#14-0814.04"
1. Statement letter of code conformance to the 5"edition(2014)FBC and of no financial interest
issued by Al-Farooq'Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
06 a2 Zp1S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0317.02
Expiration Date:August 9,2016
Approval Date:June 11,2015
E-2
7-1/2"X 3"X .071"GALV. STEEL TOP FIXTURE 5-1/2"X 2-3/4"X 0.1"
END ROLLER HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(6) R14 X 5/8'SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
(6) 014 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
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6'-9" 1 SECTION 18" 3 SECTIONS 21' CABLE&NICO-PRESS SLEEVE-/-- 1 1 OPTIONAL VENT r Z
W/MIN. 5 10 1 SAFELY FACTOR I d 1 i (3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSIT FACE U 0
7' 4 SECTIONS 21'- I I I OPENING AREA NOT TO EXCEED WOOD OF DESIGN W v1
71_30 - - i /I 6f 120 IN A [COLONIAL DESIGN N m m J
7'-6• 5 SECTIONS 18'- 6"X 3"X0.1 1 /1 / Q N FJ
7'-9' 4 SECTIONS 18'1 SECTION 21' STEEL PLATE �I �� / MAX.DOOR_WIDTH 0^= r
8' 3 SECTIONS IB"2 SECTIONS 21' WITH (2) 014 X 5/8"SMS
6'-3' 2 SECTIONS 18'3 SECTIONS 21' _ 9•-4�
e'-6' I SECTION 18" 4 SECTIONS
e'-9' 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS 18'- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
__5 SECTIONS 18-1 SECTION 21" DOOR OPTION
9'-6" 4 SECTIONS 18"2 SECTIONS 21" o z
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9'-9"_J SECTIONS 16'3 SECTIONS 21' 7-7/8"X 3-1/8'X .010" o q
10' 2 SECTIONS 18.4 SECTIONS 21" STEEL PLATE DAD DOORS INC. o � w
10'-3' 1 SECTION WS-SECTIONS CENTER STILE WITH (4) R14 X 3/4'SDS Hurricane Master®Model 824/811 g3
10'-8' 6 SECTIONS 21'- '--'- Max. Size g'-4" X 16'-0" High u a�i
10'-9' 5 SECTIONS 18.1 SECTION 21" OUTSIDE #14 X 3/4"SELF DRILLING SCREWS MAY BE USED a o
HANDLE END STILE IN LIEU OF 14 X 5 8"SMS With Window Lite Option d
11' 5 SECTIONS IB'2 SECTIONS 21' R /
I1'-3' 4 SECTIONS 18"J SECTIONS 21'
1r-6 3 SECnONs 1e'4 sEctroNs zr DESIGIVj- RESSl1Rt RATINGFZ-7+g5004PSF-
n'-9' 2 sEcnaNs 1a'S sEcnoes zP THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT ,s hn y;� ; ➢'O c ^-
" LOCK BAR GUIDES k e a
TV 1 SECTIONS 18'6 SECTIONS 21' N o o
12'-3" 7 SECTIONS 21'- INSTALLED 14 ENO STILE -
WRII (4) R14 X 5/8"SMS NERAL NOTES ` o $ a
12'-6' 6 SECTIONS 18'2 SECTIONS 21' � -
12'-9' S SECTIONS 16'J SECTIONS 21' u .187% .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
1J' 4 SECTIONS 18'4 SECTIONS 21' ENGAGES IN]RACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(F8C)FIFTH EDITION(2014)
3 5ECnONS te'S SECTIONS 21' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH2). - .o
13'-6" 2 SECTIONS 18'6 SECTIONS 21" 2. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. Engr:JAVAD AHMAO FRODUCEREVIM i
13'-9' 1 SECTION 18' 7 SECTIONS 21' OUTSIDE KEYED LOCK (0�TIONAQQLOCK (OPTIONAQ ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL �L �� �ItB A�floriM
14' 8 SECTIONS 21"- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FIA'PE 70582 �dldlq CTDd� - ,
14'-J' 6 SECTIONS 18'3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. C.A.N. JB Acmvw.N. 317.0
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14'-e" 5 SECTIONS I8'4 SECTIONS 21' LOCKS SHOWN ABOVE 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
14'-9' _4 SECTIONS 18'S SECTIONS 21 THESE DETAILS ARE NOT PART OF THIS APPROVAL.
15' __._V
SECTIONS 18'5 SECTIONS 21' �.
15'-J' _2 SECTIONS 18.7 SECTIONS 21• 5, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INFO WOOD ONLY. A O 015 m-U drawing no.
SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09
15'-9' 9 SECTIONS 21"- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND _
16' 6 SECTIONS 18"4 SECTIONS 21' ASTM E188fi-05/ASTM E1996-09. Sh66t j of 5j
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ANCHORS AT TRACK BRACKET: o n
OPTIONAL STOP MOULDING w r1
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1-7/8"MIN. EDGE DISTANCE 0i 0:C-
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SOUTHERN PINE GLUED TO PANEL AND SECURED TO SEE DETNL ABOVE 1-5/8"MIN. EDGE DISTANCE INTO CONCRETE Z R' - .
0.55 S.C. 4'MIN. EDGE DISTANCE INTO FILLED BLOCK O0 3i
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TO PANEL W/(4) 3/16'RIVETS-Jl
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1 1/2"MIN. I 3/1.6'{x-
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ANCHOR TYPE A OR 0 €
1.9"X 2.19"X 3.3"X.102' (1) PER BRACKET 3w3 3 3
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING
SEE SHEET 3 FOR1!7
I1/4-20 SS DOLT h NUT7-1/2"X .071'GALV. STEELaCENTER HINGE 7-1/2"X 3"X .071' O7/1s"rusHNurSECTION B—B END ROLLER HINGELLED ON ROLLER SHAFTvulruTcr perts�Engr:JAVAD AHNAD INTERIOR SIDE 1.62"DIA. X .50"STEEL ROLLERS (STD.) FIA PCIVpIIL70592 MdEmGb&1.82"DIA. X.50"NYLON ROLLERS (OPTIONALCA.N.35 B AcmmmaW .(STANDARD) ) Z'J2.75" DIA. % .50"STEEL ROLLERS (OPTIONAL) DaleI-1/2'(OPTIONAL) 2.75° DIA. X .50"NYLON ROLLERS(OPTIONAL)
FASTENED TO TRACK PLATES WITH PT STEM
W/1/4-20 X 5/6'TRUSS HO. �� --�
SLOTTED M.S.@ LOCK NUT drawing no.
M4AR 2015 01—09
sheet Z o/5
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE f\ m
2" - ` 5/16"X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORR.TRACK V
GALV.STEEL
%5-1/2"X 3"%.104" 5/16-SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITH TWO WELDS AT 1-1/2"APART m
GALV.STEEL o
TOP ROLLER BRACKET ON EACH SIDE WITH 1-1/4"EMBED INTO MASONRY EXfiEEDING 8 FT. IN HEIGHT FIRST AT 3"O.C. � I
FASTENED W/(6) 8 14 X 5/8"S.M.S. _ _ 3 PER BRACKET I I A�-, REST AT 9"O.C. o
CONNECTED TO FLAG BRACKET ANGLE Z /
.090 THK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4"BOLT&NUT C
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE WITH
W/5/16-18 X 3/4"HEX HEAD - - WELDED TO 1-1/2"X 1-1/2"X 14 GA.ANGLE -- •` A—J (2) 1/4-20 X 5/0"BOLT& NUT r-
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M.SCREWS&NUTS. FASTENED TO TRACK - -- IL 6
TOP BRACKET
WITH (4) 1/4-20 SS. BOLT& NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12"
(STANDARD) - - G
_ TOP BRACKET
LOW HEADROOM DOOR •—+- 2-1/8-XII"XTRACK
.O80" O
i 14 GA.GALV.STEEL TRACK
r SECTION A-A Q'o w
w HORIZONTAL REINFORCEMENT a>Q g
o f 1/2"X 1-3/4"X.059"FORMED STEEL 2"X 5-1/2"X.104" C df M1 ~
w GLUED TO PANEL AND FASTENED TO GALV.STEEL -— OD 0
eo VERTICAL STILES WITH FASTENED W/(4)8 14 X 5/8"S.M.S. - ¢ J N
a (2)3/16-POP RIVETS TDI' ROLLER BRACKET FOR w 3 a 6
LOW HEADROOM DOOR OPTION LLa Z N 0
HORIZONTAL REINFORCEMENT DOOR • SECTION HEIGHTS BRACKET PLACEMENTS J O M S d
1/2"X 1-3/4"X .059"FORMED STEEL HEIGHT
GLUED TO PANEL AND FASTENED TO IST 2ND 13RD 14TH 57H 81 B2 B3 134 BS 86 87 RB
VERTICAL SOLES WITH _1 6'-0" 18" 18° IB" 18"N/A 1"TO 2"I1-3/4" 23" 34" 45" 56" 67"
(2)3/16"POP RIVETS 1 - -
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"
� F 7'-6" 18" 18"118"118" 18"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4"
_ 1.82"DIA. X.50"ROLLERS _1. 8'-0" 21" 18° 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" M a0
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W/.M1M1 DIA. X 4-1 4"STEM w v O
/ •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O n
= FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKET
AT 10"O.C. a
OPTIONAL INSULATIONS:
BY'DYPLAST PRODUCTS LLC'
EPS-EXPANDED POLYSTYRENE D• m Of U= a
DENSITY- 1.05 PCF O 1.9"X 2.19"X 3,3"X .090" / < Z F-Ol m
STEEL TRACK BRACKETS t9 _
_ ! N.O.A. 811-0926.07 n 2-3/16"HIGH % J N°0 w 1O
ry u OR m CONNECTED TO TRACK WITH Q rn O 1
w ISO-25 POLY-ISOCYANURATE / Z of
o= DENSITY 2.0 PCF ) 1/4"BOLTS&NUTS. / O O
,m w - NO.ROA. 811-0926.06 m - --' / U p Z¢Z¢ n
a BY'CELLOFOAM NORTH AMERICA' j t/1 m In J
DENSITY- 1.03 PCF
N.O.A 810-1129.04 m / N=
OR
BY-INSU=0.9_LLG_ -
DENSITY 0.92 PCF
• •.. +®' N.O.A. 814-0311.08
m 8
0\14 CA GALV.STEEL
ROLLER HINGES FASTENED "I i
W/(4) B14 X 5/8"SMS m m
MIN..024"ROLL FORMED STEEL PANEL
DRAWING QUALITY 0-40
-- MIN.YIELD STRENGTH -34 KSI
WITH PRIMER AND BAKED-ON TRACK CONFIGURATION
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
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m VERTICAL LIFT HIGH LIEI STANDARD LIFT LOW HEADROOM v 4 e g^
n - DOUBLE TRACK
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
/W/(4) 814 X 5/8-SMS Engr.JAVAO PHMAD 1 c
CML PROAUCf R6YLSw Q
FIA PE i 70592 1
CA.N.3 3B rm1Wv�bF{q{6� o
BOTTOM SEAL OPTIONS �00 L '� a
SEE SHEET 4
2��5 B11 drawing no.
"adid 01-09
SECTION A-A
sheet 3 oT 5]l
3 4" REINFORCEMENT
IN. 1/2"K.1-3/4'%.058" ��� �a
EDGE' NB X t" FORMED STEEL o
DIST. SELF DRILLING SCREWS - -
z 1-1/2"MIN. — x OR -_- BS X 1' Z P.Lill
SELF DRILLING SCREWS
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EDGE 01ST. I m 3/16"'RNEX'STEEL RIVETS OR 0 cs
o m m N I o\ MULTIORIP W/00ME HEAD 3/16-'RNEX'STEEL RfMS N
o� a AT 48"O.C. MULTIGRIP W/DOME HEAD f u
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1/4'DIA. LAG SCREWS 2BY 1 4'DIA.lAG SCREWS I AT 6'FROM ENDS WOf BUp1( I `AT 6"FROM ENDS - Q i AND 19"O.C.MAX. /j i \\ AND 19'O.C.MAX. O'
W.STRIP ADAPTER O w Im9 D
1 14
ALUMINUM STEELIP ADAPTER O 6 Q Q
r 0.3
RUBBER W'STRIPPING RUBBER W'STRIPPING a mw
1 1 U.wlb_o
.22450 -'S 4 .7
II d
It T_T -- -7_1.750 t.790—�—f G-
BOTTOM SEAL OPTIONS �
OPTION 'AOPTION 'B'
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WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SGm0.55 MIN.) I o
0 M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT M
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TO WOOD STRUCTURES,IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN LWj Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. .._—
ILL
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ _ ANCHOR SPACING Q U cn N
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS STRUCTURE EMBED SPACING EDIST. t, Z Z
3 B HLC SLEEVE BY HILTI_ CONC, 1-1 4' B' ZGED8
mp3 B'HLCSLEEVE BYHILTI FILLED BLOCK 1-1 4" 8"3 8"DYNABOLT BY RWCONIC. I-1 2" _ B" O O a �nSTEEL STRUCTURE BY OTHERS 3 8"DYNA89LT BY'ITW, FILLED BLOCK 1-1 2" B"_5/16"% 1-5/8' 3/8"POWER-BOLT BY POWERS' CONC. 2" B" UpZurMUST SUPPORT THE LOADS IMPOSED LallAC SCREWS BY DOOR SYSTEM 3/B"SLEEVE-ALL BY'SIMPSONS'I CONC_ I_1/2" B" to n
AT 12"O.C, W
CONCRETE 1'c 3000 PSI MIN. Q N Q
5/16"DIA BOLTS C-90 GROUT FILLED BLOCK Fm = 2000 PSI MIN. _
WOOD BUCK CONNECTION TO MASONRY
WITH WASHER k NUT --
AT 12"O.C. MAX.
\• EDGE DIST.
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO o
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH �� 3
1/4"ULTRACON BY'ELCO'WITH SPACING OF �O •i zy o
16'O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED
16'O.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED a y g
2-1/2"MIN.EDGE DISTANCE I _1-1/4'X 2-1/2"X 14 CA "1/2-
1/
o K
I-1/2" 1-t/2" `- CONT.STEEL ANGLE 1-1/2' rc
1/4"TAPPER BY'POWERS'WITH SPACING OF V - `a z
14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA.CAW.STEEL -- m u 44
16"O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED FLAT BRACKETS f3"LONG 2-1 8°X 1"X 14 GA. y a b D
3"MIN. EDGE DISTANCE 1/16"X 2-1/2 AT 17."O.C. IN DOOR OPNG. OALV. STEEL TRACK z �a
FILLET WELDS FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12'O.C.MAX AT 18'O.C.ABOVE DOOR OPNC. W/(2) 1/4-20%5/B'TRUSS HD.
3/8'LOT BY'fIW'WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S. do L CK NUT - m
24'O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE y
2"MIN, EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK
TO WOOD BUCK T9_SIEEL TO CONCRETE AND FILLED BLOCK o li=o
3/8"HLC SLEEVE BY'IiILTI'WITH SPACING OF �o
e"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4"MIN. EDGE DIST.
1B'O.C.INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2" INTO
EDGE DISTANCE ALTERNATE TRACK INSTALLATION
PREPARATION OF JAMBS BY OTHERS Engr:JAVAD AHMAD Q
CML PROI=f SEVISF.D
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE p 70592 �p�L �plpy� I
C.A.N.3538 o
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED Ywltb Cbde
BY DOOR SYSTEM. Amrpmlae No 31 .022 o $ r
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY
BUILDING OFFICIAL UPON INSPECTION. B� drawing no.
MWWMAX MUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs per Fl. M 'Dt5 D*k~'�" T_o?jl
MAXIMUM INTERIOR(-) LOAD PER JAMB - (9.33' X 60 PSF)/2 a 279.9 Lbs per Ft. sheet 4 O( 5
.500 F- ,2511 Q
*PLASTIC COMPLIES WITH I I
DDDR PANEL CHAPTER 26 OF FBC �Y
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE
1.765 1.725 E
O �
7/16"DIA.WASHER
1.144 IL 1Su
a O
Q n
I �
A8 X 3/4'SMS 21 3/4' 1�-.800 a¢u1 M
®3/8'FROM ENDS MAX. .176 I-- > 8
I III 1 i AND 7'O.C.MAX. WDW.WIDTH C)0<g I
* EXTERIOR FRAME * INTERIOR FRAME y m 0: N
1 I I18 I/e" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w 3 LL
(4)ABX 3/4'SMS a x q MAx. Q W In_o
I I I 11 ® 1-3/8"FROM ENDS \ ao LL Z N �1
1:III 1 AND 6-1/2'O.C. MAX. S o O.L.O. j Z�(My J
iu1 1 ^
X111 U \J ED f
ns x.062 DEEP ` 0C
1 I GROOVE - .a-s-,,-rs:-'
IIII I I.J ... ,I x W
'III m
'u—+x� "1 0
Illi By' POLYCARBONATE LEXAN I -:' .. ' ..�� w Lj
n
1 1 BY'SABIC INNOVATIVE PLASTICS' S Q OD
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'III I � IJI 0
IIII ED
'III .175 X.062 DEEP
*AND
GROOVE I In 0(4)AB x 3/4-SMS INSIDE ELEVATION® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWSAND 6-t/z'o.c. MAx. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION pCABX 3/4'SMS®3/8'FROM ENDS 175 X.062 DEEPAND 4-1/2'O.C. MAX. GROOVE A8 X 3/4'SMS®3/8'FROM ENDS _AND 7'O.C.MAX. r- __--
Ergr:JAVAD AHMAO16"DIA.WASHER _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ CIVL PRODUCT REVLW J3 q
M.PEA 70 92 ;=ybtF wi14 Rm Film
\��� 6pRNq Ol a
DOOR PANEL EXTERIOR �—
24 GA. (.024)STEEL MIN. 1, 9
DOOR PANEL 15/16'MIN. D.L.OPG. M pH,y� a drawing no.
24 GA. (.024)STEEL MIN. GLAZING BITE 01-09
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]
Ell 60 EXPOSURE B 9'x 7' Door =+26.7 -30.2
❑160 EXPOSURE B 16'x P Door =+25.6 -28.5
❑160 EXPOSURE Q 9'x 7' Door = +32 4�=36 1 story and max 15'
El 160 EXPOSURE C 16'X 7' Door =+31 0=34.5. mean roof height)
Ell 60 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)
Ell 50 EXPOSURE B 9'x 7' Door =+22.8 -25.8
F-1 150 EXPOSURE B 16'x 7'Door =+21.8 -24.3
❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
Ell 5.0 EXPOSURE C 16'x 7' Door=+26.4 -29.5 mean roof height
❑150 EXPOSURE C 9'x 7'Door=+32.0 -36.2 (2 story and max 30'
Eli 5o EXPOSURE C 16'x 7'Door=+30.6 -34.1 mean roof height)
0150 EXPOSURE 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)�.