HomeMy WebLinkAboutNotice of Acceptance DAB Door Comnanv,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.Font,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.
oG�c2 f Ze15
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 NOA#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. I1-0926.07,issued to Dyplast Products,LLC,for their Expanded
Polystyrene Block Type Insulation,approved on 11/10/2011 and expiring on 01/11/2017.
4. Notice of Acceptance No. 11-0926.06,issued to Dyplast Products,LLC,for their
Dyplast ISO-Cl 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 render 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 scaled 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 51h 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 �2 ZpfS
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"%2-3/4"X 0.1" By U
ENO ROLLER HINGE _ STEEL PLATE WITH ONE 5/16-18 MS W/NUT 1�
W/(6) X14%5/8'SMS FASTENED TO END STILE WITH OPTIONAL DOOR VIEWERg
WITHOUT DELRON SLEEVE (STD.) (6) #14 X 3/4"SELF DRILUNG SCREWS TO BE INSTALLED AT i
r CENTER STILE m
WITH DELRON SLEEVE(OPTIONAL) \�� Z 1�
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a 7-1/2"x 2-1/4"x .071° ' ''--- 1 I ---- Ca c 8
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WITH DELRON SLEEVE (OPTIONAL) B I!1 r (' �• B o o Q w ul -o
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SPRING LOADED SLIDE BOLT(BOTH SIDES) --- _- —- __ T— _—- _ !0
FASTENED W/ (4))/14 X 1/2'S.M.S. — O O
-- FAST5/8'MIN. LOCK ENGAGEMENT ,'LV 4�3 7-'� z 1�) I p IaiM
CONFORMS TO SECTION 1008 REGARDING CARAG�DOORS Q
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DOOR NEICHT� CONSISTS OF O - i' 1\ 3= ___ ..4—_.Y I Q L1) bi
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6'-9' 11 SECTION 18' 3 SECTIONS 21' CABLE&NICO-PRESS SLEEVE-r / 1 r 1 OPTIONAL VEM I r O
W/MIN. 5 TO 1 SAFETY FACTOR r J I 1 i L(3) 5"WIDE AT 7"O.C. MA%. OPTIONAL FLUSH FACE U Z ;O
7' 4 SECTIONS 21'- I I O
7'-J' I O OPENING AREA NOT TO EXCEED [COLONIAL DESIGNWDOD GRAIN DESIGN- m m
7'-6' S SECTIONS IB'- 6°%3'X 0.1" 1 r 1 I Q N
7'-9" 4 SECTIONS 18'1 SECTION 21'
STEEL PLATE \`lJ r MAX. DOOR WIDTH
8' 3 SECTIONS IB'2 SECTIONS 21' WITH (2) f)14 X 5/8'SMS B `�
8'-3' _2 SECTIONS 18'3 SECTIONS 21' _ 9-4° - —�
8'-6' I SECTION 18" 4 SECTIONS 21' '''
6'-9- 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION
9' 6 SECTIONS 18"- STD. LIFT DOOR LOW HEADROOM RAISED PANEL EMBOSSED DOOR
9;-3' __5 SECTIONS 18'1 SECTION 21- DOOR OPTION
9'-64 SECTIONS 18'2 SECTIONS 21' •• o N N N
W-9'_J SECTIONS 18'3 SECTIONS 21" 7-7/8'% 3-1/8'X .010° c N q
IV 2 SECTIONS 18'4 SECTIONS 21" STEEL PLATE DAB DOORS INC. o 0
10'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4°SDS Hurricane Moster®Model 824/811
10'-6' 6 SECTIONS 21'- ---- u u
l0'-9' 6 SECTIONS te'1 SECTION zt' OUTSIDE #14 X 3/4"SELF DRILLING SCREWS MAY BE USED Max. Size 9'-4° X 16'-D" High
11' S BECKONS te'2 SECTIONS 21' HANDLE END STILE IN LIEU OF #14 %5/8"SMS With Window Lite Option m�
I1'-3' 4 SECTIONS 18'3 SECTIONS 21'
11'-6' 13 SECTIONS IS'4 SECTIONS 21' DESIGN PRESSURE. RATING = + 50.0 PSF
THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT m u'-s z sEcnONs 18's sEcnorls zr __ 6D. RS LOCK F1AR GUIDES 12' t SECTIONS 18'6 SECTIONS 21' o INSTALLED ON END STILE 12'-J' 7 SECTIONS 21'- WITH (4) (J74 %5/8°SMS GENERAL NOTES .�
12'-6' 6 SECTIONS 18'2 SECTIONS 21"
I2'-9' s SECTIONS te'J SECTIONS 21' 4 ABT% .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
13' 4 SECTIONS 18'4 SECTIONS 2t' ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FSC)FIFTH EORION(2014)
_ 13'-J' 3 SECTIONS 18'S SECTIONS 27' ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ).
13'-6' 2 SECTIONS IB'6 SECTIONS 21' 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. E^9,.&`VAD AHWAD FRODWERHVIM
13'-9' I SECTION 18' 17 SECTIONS 21' OUTSIDE KEYED LOCK (OPTIONAA ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL CML �p�1 wlLEthef " 4_ 3
14' a SECTIONS 21"1- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.PE N 70592C.A.bN1 C.OAe14'-3' 6BECKONS t8'3 SECTIONS 21° ALTERNATE TO SPRING LOADED SLIDF. BOLT 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aoa'OMt�Db)�31Zt77 _[11'.-6' S SECTIONS 18'4 SECTIONS 21" LOCKS SHOWN ABOVE G 14'-9' 4 SECTIONS 18'5 SECTIONS 21' 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWNIN °THESE DETAILS ARE NOT PART OF THIS APPROVAL.3 BECKONS IB'6 BECKONS 21'2 SECTIONS I8'7 SECTIONS 21' S. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W1100 ONLY. A015 Mevu drawing no.
1 SECTION 18' 8 SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09
-9' 9 SECTIONS 21"- BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ ANDROA
16' 6 SECTIONS IB'4 SECTIONS 21' ASTM E1886-05/ASTM E7996-09. sheet J Of$
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24 GA. STEEL PANEL
3/16"ALUM RIVETS
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FLAPS BENT OVER PANEL I ` �
1/2"PUNCHED HOLES-/ V G ti
-.024" STL. PANEL ®4"O.C. Cy O w Pt o
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STEEL TRACK BRACKET FASTENED SOLID BRASS DOOR VIEWER
TO WOOD JAMB WITH BY 'SCHLAGE SECURITY HARDWARE'
5/16'X 1-5/8"LAG SCREW INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) END STILE 00
POSITIONED AT EYE LEVEL o
ONE PER BRACKET p
ANCHORS AT TRACK BRACKET: oI M
OPTIONAL STOP MOULDING A) 3/8°DIA. POWER-BOLT BY'POWERSW j
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER Q
TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE U
1-7/8"MIN. EDGE DISTANCE 6 = ,r
#14 X 5/8"SMS �
6 PER HINGE 3/4"%IL X 2-1/2"X 18 GA.STEEL B){ (0 lZ 0 Z e
3/8"DIA,H -SLEEVE BY'HllTl'
END STILE,CONNECT TO PANELS WITH N W
1/2"X 1-3/4"X.059"FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK Q to m m
SOUTHERN PINE I CLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8" MIN. EDGE DISTANCE INTO CONCRETE Z < N
0.55 S.G. EDC DIST.: - END STILE WITH 3/16'POP RIVETS 0 12°O.C. 4"MIN. EDGE DISTANCE INTO FILLED BLOCKO Z C2
U 0 Z n
u 1-7/8°X 2-5/8"X .045"STEEL EDGE CONCRETE f'c =3000 PSI MIN. (n m w
i t CENTER STILE,GLUED AND RIVLTED "I C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN.
I TO PANEL W/(4) 3/16'RIVETS DISTANCE I O N
11 i POP RIVETS \
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(J14 %5/8"S.M.S. \ e ,.3/16�
4/HINGE \ c°; ,::. o I.
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ANCHOR TYPE A OR 6 € w
1.9"X 2.19"X 3.3"X 102" I �~ y (1) PER BRACKET
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING u u u V
SEE SHEET 3 FOR SPACING w o b o
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_ I _ 7HIN l 1/4-20 SS BOLT& NUT c d o
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7-1/2"X .071"GALV. STEEL '�o R ^o
CENTER HINGE 7-1/2"X c
SECTION B-B END ROLLE
7/16" PUSHNUT I
INSTALLED ON ROLLER SHAFT
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STEEL TRACK INTERIOR SIDE 1.8OLLERS (STD.) FLA.PE q 7059214 CA.X2-1/8"% 1°(STANDARD) 1.82" DIRS (OPTIONAL) CA.N.35 8 Aow�ame►io2.75" DIA.X .50STEEL ROLLERS (OPTIONAL) Doe "
12 GA X 3-5/16"X 1-1/2°(OPTIONAL) 2.75" DIA. X .50"NYLON ROLLERS (OPTIONAL) a° £
FASTENED TO TRACK PLATES WITH 5"STEM
W/ 1/4-20 X 5/8"TRUSS 110.
SLOTTED M.S.&LOCK NUT drawing no.
MAR40 2015 01-09
L hs eet 2 0/ 5�
POP RIVETS 2 X 2 X 1/8"HORIZ.ANGLE !\ m
I I*FASTENE
` 5/16"X 1-5/8" LAC SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK V
2-3/4"X 5-1/2"X 3"X.104" 5/16"SLEEVE ANCHORSCENTER SUPPORT REOD. ON DOORSWITH TWO WELDS AT 1-1/2"APARTGALVSTEEL WITH 1-1/4`EMBED INTO MASONRY E% EEDING 8 FT. IN HEIGHTBRACKET ON EACH SIDE 3 PER BRACKET FIRST AT 3'O.C.(6) N 1b%5/8"S.M.S. _ _ I I A -I REST AT 9`O.C.CONNECTED TO FLAG BRACKET ANGLEK.GALV.STEEL ADJUSTABLE W/3/8-16 X 3/4'BOLT&NUT OSTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES AND TO SPRING SHAFT GUIDE6-18%3/4"HEX HEAD _ _ WELDED TO 1-1/2"X 1-1/2" X 14 GA.ANGLE -- A - (2) 1/4-20 X 5/B"BOLT& NUTWS&NUTS. FASTENED TO TRACK TOP BRACKETWITH (4) 1/4-20 SS. BOLT& NUTS - -- HDR. TRACK LENGTH OPENING HEIGHT PLUS 12" Ow(STANDARD) TOP BRACKET O d LL
(OPTIONAL) 1 VERTICAL TRACK� 1.
= LOW HEADROOM DOOR 14 GA.GALV.STEEL TRACK 2-1/8'% 1"%.080" O O ~
w HORIZONTAL REINFORCEMENT —' SECTION A-A pl0. e 8
1/2"% 1-3/4'X.059"FORMED STEEL 2"X 5-1/2"X.104" O n o
w GLUED TO PANEL AND FASTENED TO GALV.STEEL - O ODcc
eo VERTICAL STILES WITH FASTENED W/(4)(J 14 X 5/8"S.M.S.
a (2)3/16'POP RIVETS TOP ROLLER BRACKET FORir, Q W 3 LL N
LOW HEADROOM DOOR OPTIONLo
o
HORIZONTAL REINFORCEMENT • SECTION HEIGHTS BRACKET PLACEMENTS !I 17 01 g J
1/2"X 1-3/4"X .059'FORMED STEEL DOOR Q 7�l7• r
GLUED TO PANEL AND FASTENED TO LH 1ST 2ND 3RD 4TH 5TH 61 82 83 84 B5 B6 87 BB r1
VERTICAL STILES WITH —I 18° 1B" 18" 18°N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
(2)3/16°POP RIVETS 21"18" 18"21"N/A 1"TO 2"11-3/4° 23" 34" 45" -
5/16"MEETING RIB 1 21" 21"21N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67"18 18 18 18" 18"1"TO 2"11-3/4" 23" 34 45 56" 67" 78-1/4"
1.82"DIA. X.50"ROLLERS _J.._ 21 18 18 18 21 1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4" �O m
W/.44 DIA. % 4-1/4"STEM w_v —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O O
z FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C. O Lj
OPTIONAL INSULATIONS: z¢ i w Q J
BY'DYPLA¢T PRODUCTS LLC' w o Q
EPS-EXPANDED POLYSTYRENE a o m U S a
0 1.9••X 2.19'X 3.3'% .090" / F, a
DENSITY= 1.05 PCF - (<, Z
STEEL TRACK BRACKETS
i N.OA. (J11-0926.072-3/16'HIGH % J w
e
N w SO-25 POLY-ISOCYANURATE m -I� CONNECTED TO TRACK WITH Z of rn 1
o= DENSITY- 2.0 PCF ) 1/4"BOLTS&NUTS. / O O
l� -------N.O.A,#11-0926.06 O Z
uu OR / W p =_a '^
BY'CELLOFOAM NORTH AMERICA'
% to m J
DENSITY= 1.03 PCF m j
N.O.A.#10-1129.04 /
OR _
BY'IT�S4LO�L�' a L J_
...........
DENSITY=0.92 PCF
N.OA#14-0311.08 E4
M
m
14 GA.GALV.STEEL L z
ROLLER HINGES FASTENED i s
W/(4) 014 X 5/8"SMS mlm z
h
0;s
MIN. .024"ROLL FORMED STEEL PANEL
DRAWING DUALITY 0-40 s
_— MIN.YIELD STRENGTH =34 KSI TRACK CONFIGURATION w o z
WITH PRIMER AND BAKED-ON W m
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
i - m
o _o
-
;� VERTICAL LIFT HIGH-L(Q STANDARD LIFT LOW HEADROOM
a DOUBLE TRACK c �
12 GA.GALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BRACKET FASTENED
11Z "144
W/(4) (f14 X 5/8"SMS EA9r:J7NAD PHMADMCL PRC+AUCfp6VLSFDFIA.PE!P 70592 ' •• ,; a
BOTTOM SEAL OPTIONS Aagbloee 3! d G o 9
SEE SHEET 4 t -•--�
Bf drowmg Do.
01 09
SECTION A-A
lsheet 3 of 5
3�4" REINFORCEMENT °
IN. 1/2"X 1-3/4"X.058"
OCE NB X 1" FORMED STEEL o
w _ DIST. SELF DRILLING SCREWS
z MIN. 4 ' OR V SELF DRILLING SCREWS Z n w
I 0GE DIST. m I m 3/16"'RNEX'STEEL RIVETS OR A c7
otn m \ MULTIGRIP W DOME HEAD f
om r o / 3/16"'RIVEX'STEEL RIVETS
o 5 I o AT 48"O.C.
\ \ �o MULTIGRIP W/ DOME HEAD f N Im
3 w I N 3
nAT 48'O.C.REINFORCEMENT p
" O FORMED STEEL + Or
2BY 1/4"DIA. LAG SCREWS 281, I 1/4"CIA.LAG SCREWS O Qr p
WOOD BUCIL�I AT 6"FROM ENDS WOOD BU�f( I `AT 6'FROM ENDS - O 7 n
AA
AND 19'O.C.MAX. i AND F O.C.MAX. 1
W'STRIP ADAPTER
----
ALUMINUM ALUMINUM STEEL
ADAPTER D a<a
1 r RUBBER W'STRIPPINGO W
RUBBER W'STRIPPING Q 3 p m
_ :o
050 w
�. .040 LL?fNV ��I
.22,115 dl lS,J 3 .700 - I 748 Q W.i Id
k---1.750 I.790--d
BOTTOM SEAL OPTIONS
OPTION 'AOPTION 'B'
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVITY SG-0.55 MIN.) I oCD
� M
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT I W M
TO WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN i LWj
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. -.--
FORDOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _, _ ANCHOR SPACING U S a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. _ ANCHORS _ STRUCTURE EMBED SPACING EDGE DIST. 0
3 B HLC SLEEVE BY HIL7Y_ CONC. 1-1/4- 8' 1-5 8 J N O
3L8-HLC SLEEVE BY'HAITI' FILLED BLOCK 1-1 4" Q
3 8"DYNABOLT BY'ITW' CONC. 1-1 2" 8" 2" ZO 0 Q iO
3Z8-DYNABOLT BY'ITW' FILLED BLOCK 1-1 2" B _2-1 4"
5/16'X 1-5/8" STEEL STRUCTURE BY OTHERS 3/8'POWCR-BOLT BY'POWERS' CONC. 2" B" -1-7 U in Z=
LAG SCREWS MUST SUPPORT THE LOADS IMPOSED 3/e"SLEEVE-ALL BY'SIMPSONS'I CONC_ 1-1/2" 8" 1-7 B" IWj1 'n n
AT 12"O.C. BY DOOR SYSTEM — - DO rn
CONCRETE Fc =3000 PSI MIN. Q 1V Q
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN. I��_
' 5/16"DIA BOLTS
WOOD BUCK CONNECTION TO MASONRY °' JAT
R&Nur AT . MAX.
\. EDGE DIST.
PRESSURE TREATED 2%6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO I'
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I �� S
1/4"ULTRACON BY'ELCO'WITH SPACING OF
16°O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN.EMBED w u
16"O.C. INTO 300D PSI CONCRETE,WITH 1-3/4"MIN.EMBED a
2-1/2"MIN.EDGE DISTANCE I I-1 4"X 2-1/2"X 14 OA ( o g O
I CONT.STEEL ANGLE 1-1/2" ,
1/4"TAPPER BY'POWERS' WITH SPACING OF - B s
14"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2"MIN. EMBED 12 GA.GALV. STEEL --- N u it k
16°O.C. INTO 3000 P51 CONCRETE.WITH 1-3/4-MIN.EMBED FIAT BRACKETS t3"LONG 2-1/8"X 1"X 14 GA. y o �,',
/ 1/16"% 2-1/2 GALV. STEEL TRACK z u za a m'
3"MIN-EDGE DISTANCE FILLET WELDS AT 12"O.C. IN DOOR OPNG. FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX. AT 18"O.C.ABOVE DOOR OPNC. IN (2) 1/4-20%5 8"TRUSS HD.
3/B"
LDT BY'ITW'WITH SPACING OF CONNECTED TO CONT.ANGLE SLOTTED M.S.&LOCK NUT n
24"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN.EMBED W/(3)SPOT WELDS AT EACH SIDE c y
2"MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACK Nod
TO WOOD BUCK TO STEEL TO CONCRETE AND FILLED BLOCK '> $
3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF d
8"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4°MIN. EMBED, 4"MIN.EDGE DIST. �. .0.0.0
1B"O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND
2-1/2" INTO EDGE DISTANCE ALTERNATE TRACK INSTALLATION
JAVAD AHMAD o
PREPARATION OF JAMBS BY OTHERS Engr: CML PRODWfILEV"D ; a
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE B 70592 0-00116 Yplp'iQ� I
5may. r
ADEQUACY
OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED 538 � Cb .. i;
BY DOORRC.A.N.SYSTEM. No IE43( PZ 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. * ,drawing
MAXIMBY
UM EXTERIOR(+) LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs Per Ft. M •015AP? L0109
MAXIMUM INTERIOR(-) LOAD PER JAMB (9,33'X 60 PSF)/2 a 279,9 Lbs per Ft. sheet 4 of 5�
* PLASTIC COMPLIES WITH I I o
DOOR PANEL CHAPTER 26 OF FBC O
1
24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE S
Z
0f
1.766 1.725 4W
N
7/16"DIA.WASHER Q M
1.144 a
(" 1 I
08 X 3/4'SMS 21 3/4" I ' I _ 0 m
�\ 1 I, I, 1 'AN
3/8'FROM ENDS MAX, -176 Fes-- Imo- 80D .0 Q g
tOH/1 I L I I 11t AND 7°O.C.MAX. wow.WIDTH O n G gg
EXTERIOR FRAME * INTERIOR FRAME z J n
Iw z 18 1/8" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION w 3 a
\ (4)p8 X 3/4°SMS a x o MAX. Q n Mi
0 1-3/8"FROM ENDS \ o0
AND 6-1/2"O.C. MAX. o o C.L.O. Z(may j
11 I 175 X.062 DEEP
I I I I GROOVE -. -=,..�-_ - "
me .,,
00
... O1/4"POCARBONATE LEXANOBY'SABICINNOVATIVE PLASTICS' - : ED W a J
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Illi YYY L 2 r
,175 X.062 DEEP j ` �� � I✓' �'W
GROOVE ✓
,vcI;I c c O w w F,w
1 I (4)QB X 3/h"SMS INSIDE ELEVATION O OHIO
® 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2°O.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
#8 X 3/4-SMS
iIl I B 1 AND)3/8'FROM.ENDS 175 X.062 DEEP
a-1/ .cMAX.MAxGROOVE
c m
0
( 0 1
A8 X 3/4'SMS _ 0_
®3/8"FROM ENDS _ .---- "-�
AND 7'O.C.MAX. F _
Ergr:JAVAD AHMAO _
CIVL PRODUCTItEVLYPD
7/16"DIA.WASHER - - - - - - - - - - - - - - - - FIA,PEN 70 92 4s o�piyf08 with the Fluky a
`\�� ------ GA.N.S6J8 Ydkio�Eb& I s
IVe l9O b o g 5
DOOR PANEL EXTERIOR
24 CA. (.024)STEEL MIN.
DOOR PANEL 15/16'MIN. D.L.OPG. M r pmduo Comadrawing no,
24 GA. (.024)STEEL MIN. GLAZING BITE Q —09
WINDOW WIDTH
sheet5of5
These Tables Are For GARAGE DORS.IN
One and Two Family DweiI!n s
•Garage Doors Installed In Buildingsth a.
Mean Roof Height of 30' or Less Located in Exp Dsures B, C or D
Table R301.2(2) of the 5t' Edition FBC R asidential
COMPONENTS AND CLADDING WORST CASE DUE IGN PRESSURE [PSFj
❑160 EXPOSURE B 9'x 7'Door=+24.3 -27.5
0160 EXPOSUREIB 16'x 7'Door=+23.3 -26.0
5M160 EXPOSURE C'9'-x7'` •ooD r=+29 5 -33,-3 (1 sto and max 15'
❑160JEXPOSURE-C-16'`)(-7
'"Door=+28:2 -31.5 mean roof height)
❑160 EXPOSURE C 9'x 7'Door=+34.1 -38.5 (2 stoi y and max 30'
171160 EXPOSURE C 16'X 7'Door=+32.7• -36.4 meat 1 roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 stoi y and max 15'
❑160 EXPOSURE D 16'x 7'Door=+34.3 -38.3 mean roof height)
171160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 stc ry and m,ax 30'
0160 EXPOSURE D 16'.x 7'Door=+38.7 -43.2 mean roof height)
❑150 EXPOSURE B 9'x 7'Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7'Door=+20.4 -22.7
[]150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 st' ry and max 15'
[]l 50 EXPOSURE C 16'x 7'Door=+24.7 -27.5 men roof height,
❑150 EXPOSURE C 9'.x 7'Door=+29.9 -33.8 (2 st Dry and max 30'
[]I 5O EXPOSURE C 16'x 7'Door=+28.6 .-31.8 men roof height).
❑150 EXPOSURE D 9'x 7'Door=+31.4 -35.5 (1 st Dry and max 15'
❑150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 me an roof height)
❑150 EXPOSURE D 9'x 7'Door=+35.4 -40.1 (2 st Dry and max 30'
❑150 EXPOSURE D 16'x 7'Door=+33.9 -37.7 mean roof height)
Notes:
■ Secure existing bucks per the Product App r val or Design Professional
Instructions prior to installing the door. Have product approvals
available at the time of inspectioh. I . .
Glazing in Garage doors must-comply with 301,2 .1.2 (Glazing must
be impact resistant or.shuttered)
Miami Dade N.O.A or Florida Product Approval#