HomeMy WebLinkAboutNotice of Acceptance MIAMI•DADE 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.miamidRde.gov/economy
DAB Door Company,Inc.
12195 NW 981h 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 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 revises NOA#14-0814.04 and consists of this page I 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
MIAMI-DADE COUNTY Expiration Date: August 9,2016
• M) Approval Date:June 11,2015
a�/oz
ROIs 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 "Submitter!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 FSC,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.
oc/b2��ers
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
J
DAB Door Comnany,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS "Submitted under NOA#14-0814.04"
1. Anchor verification calculations prepared by AI-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 PIastics,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 his
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 END ROLL HINGE STEEL PLATE WITH ONE 5/16-18 MS W/NUT �� g
W/(6) #14 X 5 8-SMS �'Q- FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER
WITHOUT DELRON SLEEVE (STO.) (6) #14 X 3/4"SELF DRILLING SCREWS TO BE INSTALLED AT
WITH DELRON SLEEVE(OPTIONAL) r \\� CENTER STILE Z h Iw
f
00 `1 CENTER STILE o
A a Uj
00
IL
p -----------
GALV. —_ - - ISI-- - -j�I `: b o R Q Q 8
t1\ p STEEL CENTER HINGE ``1`\`4 1• .—_ ,, ` __..._... ,. 8 o o Q W 7Dp
7-1/2° X 2-1/4"X.071' I I '� c FFFiii
/ (4) X14 X 5/8 SMS
WITH DELRON SLEEVE (OPTIONAL) B W
LOCK - IIr_ ILII� ���I�I rc z z Q w m P
2/DOOR rn 101 ILS b o F o 0
0w 0w
W X .15"THK. LATCH ici-
i
t STANDARD LOCK
SPRING LOADED SLIDE BOLT(BOTH SIDES) ----_'_ =a--=— = 00
I O
FASTENED W/(4) X14 X 1/2"S.M.S. ��I a'c =� ——A --- 11 j O 0
-- 5/8"MIN. LOCK ENGAGEMENT �'� V O 41 r'1
CONFORMS TO SECTION 1008 REGARDING GARAGE DOORS - _— I — LLIO Q LL
_ N
Z b
DOOR HEICHTI CONSISTS OF p ' 11 ' -- ---- --- _..__ ... --. I Q V).0 1
6'-6" 2 SECTIONS 18'2 SECTIONS 21" .158 DIA.GALV.AIRCRAFT TYPE i ```t r O \``t e I L A O 0 3¢ n
CABLE&NICO-PRESS SLEEVE-r-/ r OPTIONAL VENT I- C7 v1
6'-9' 1 SECTION 18" 3 SECTIONS 21' t t i r
W/MIN, 5 TO 1 SAFETY FACTOR f f t i L(3) 5"WIDE AT 7"O.C. MAX. OPTIONAL FLUSH FACE O 0 Z N
7' 4 SECTIONS 21'- f 0
1 p I OPENING AREA NOT TO EXCEED WOOD GRAIN DESIGN w h n
7-3' - - I f1 ! 120 SQ. IN. COLONIAL DESIGN 1n m rn J 42-
7'-6' S SECTIONS IB'- 6"X 3"X 0.1" t f t f Q Ty¢ 0
7'-9' 4 SECTIONS 18"1 SECTION 21' STEEL PLATE �`�� o r 1�\ 0 r ___ MAX. DOOR_WIDTH 0 _
8' 3 SECTIONS 18'2 SECTIONS 21" W�1 (2)#14 X 5/8"SMS ""
8'-3" _2 SECTIONS 18'SE3 SECTIONS_21" 9-4" —�
8'-6" 1 CTION 18° 4 SECTIONS_21'
8'-9' 5 SECTIONS 21'- BRACKET BRACKET INSIDE ELEVATION
s- 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
es
9'-9' 3 SECTIONS 18"3 SECTIONS 21" 7-7/8"X 3-1/8"X .010"
10' 2 SECTIONS 18"4 SECTIONS 21" STEEL PLATE DAB DOORS INC. 0
10'-3" 1 SECTION 18' 5 SECTIONS 21' CENTER STILE WITH (4) #14 X 3/4"SDS Hurricane Master®Model 824/811
10'-6" 6 SECTIONS 21'- --- Max. Size 9'-4" X 16'-0" High u`
OUTSIDE 14 X 3 4"SELF DRILLING SCREWS MAY BE USEDI "
1 I V 5 SECTIONS 18'1 SECTION 21' N / —11 With Window Lite Option v
HANDLE END STILE IN LIEU OF 14 X 5/8"SMS m - P
11' S SECTIONS IB'2 SECTIONS 21' � - -
n'-3' 4 SEWONS 18"3 SECTIONS 21" DESIGN PRESSOR TING = 0. PS
11'-6" 3 SECTIONS 18'4 SECTIONS 21' THIS PRODUCT 15 RATED FOR LARGE MISSILE IMPACT
11'-9" 2 SECTIONS 18'5 SECTIONS 21" ° LUCK BAR GUIDES -- - - 60.0 PSIF v„ "
12' 1 SECTIONS 18'6 SECTIONS 21' 111-10-L-1
o- ! 0 0
INSTALLED ON ENO STILE12'-J' 7 SECTIONS 21"-12'-6' 6 SECTIONS 18'2 SECTIONS 21' WITH (4) k14 X 5/8°sMs GENERAL NOTES _IZ'-9" S SECTIONS 19'3 SECTIONS 2t' ° 4 .18T X .6W LOCK BAR 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ---�
13' 4 SECTIONS 18'4 SECTIONS 21" ENGAGES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
13'-3' 3 SECTIONS t8"S SECTIONS 21" ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). ,o
13'-6' 2 SECTIONS 16'16 SECTIONS 21" 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. Engr:JAVAO MAD rROIDWEILEVItsm
13'-9'— 1 SECTION 18 7 SFCnONS 21' OUTSIDE KEYED LOCK (OPTIONAL) CIMI o
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL ��lyiq wNp�}7pye H
14' 8 SECTIONS 21'- LOCK BAR LOCKING SHOWN DRESSING OR STUCCO. FLA.PE 70592 �tl11 COdl1
14'-3' 6 SECTIONS 18"3 SECTIONS 21' ALTERNATE TO SPRING LOADED SLIDE BOLT C.A.N. JB
14'-6' S SECTIONS 19'4 SEC71oN5 21' LOCKS SHOWN ABOVE 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. Aowk p lVDi-`-113M•O plftG a a A.
14'-9' 4 SECTIONS 18'5 SECTIONS 21' 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN o° A o u
15' J SECTIONS IB'6 SECTIONS 21' THESE DETAILS ARE NOT PART OF THIS APPROVAL. By r
_2 SECTIONS IB•_7 SECTIONS 21" 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY, A O 015 m Browing no.
15'-6' 1 SECTION IV-W SECfI0N5 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 01-09
9 SECTIONS 21"- BUILDING CODE.TAS-202,TAS-201 k TAS-203 FOR HVHZ AND _
16' 6 SECTIONS IB"4 SECTIONS 21' ASTM E1886-05/ASTM E1996-09. Sheet j of 5
m
24 GA. S
TEEL PAN
E
3/16"ALUM RIVETS
CVQNIa�Ai
va�
I
Wo
FLAPS BENT OVER PANELN-
1/2"PUNCHED HOLES
-.024"STL. PANEL ®4"O.C. m0��qa
W M
Q a.<
OUTSIDE OF DOOR Q
ESB I , L
p
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) LE
ONE PER BRACKET POSITIONED AT EYE LEVEL END STIo CD
OPTIONAL STOP MOULDING ANCHORS AT TRACK BRACKET: o n
FOR CONNECTION OF WOOD BUCK BY DOOR INSTALLER A) �"M DIA. POWER-BOLT C 'POWERS' w Q-j
TO MASONRY SEE NOTE ON SHEET 4 2'MIN. EMBED INTO CONCRETE
1-7/8"MIN. EDGE DISTANCE U S w
X114%5/8"SMS
6 PER HINGE 8) 3/8'3/4"X 2°X 2-1/2'% 18 GA.STEEL DIA,H C SLEEVE BY'HILTI
(¢7 IZ~Z
'
END STILE.CONNECT TO PANELS WITH ro W
1/2"% 1-3/4"%.059"FORMED STEEL FLAPS AND 3/16"ALUM RIVETS 1-1/4"MIN.EMBED INTO CONCRETE OR FILLED BLOCK ¢ (n rn 0 1
SOUTHERN PINE I_ GLUED TO PANEL AND SECURED TO SEE DETAIL ABOVE 1-5/8°MIN. EDGE DISTANCE INTO CONCRETE Z M ¢ N
0.55 S.C. EGG DIST' END STILE WITH 3/16°POP RIVETS ® 12"O.C. 4'MIN. EDGE DISTANCE INFO FILLED BLOCK 2 O Z
':l a' - CONCRETE L'c - 3000 PSI MIN. (A 4 0
I, 1-7/8'%2-5/8'% 045°STEEL EDGE m m �-
1 CENTER STILE.GLUED AND RIVETED DISTANCE�1 C-90 GROUT FILLED BLOCK I'm 2000 PSI MIN. Q N a W
/ TO PANEL W/(4) 3/16'RNETS ` I O
�I POP RIVETS ,-.-j-z-311 6 c
414HNGE 8"S.MS. \ . ;.e _ 1
III` / I
LI-3/i6-1 � A N
—q /A.-HOR
bbbTYPE A OR B
1.9"X 2.19•'X 3.3•'% 102" $ (1) PER BRACKET 33 33
STEEL TRACK BRACKETS SEE SHEET 3 FOR BRACKET SPACING u u u
SEE SHEET 3 FOR SPACING
1 --
I I
L 1/4-20 SS BOLT&NUT o m 2
6'.
o w
o o S
7-1/2°X .071"GALV. STEEL_ '>
CENTER HINGE 7-1/2"X 3'X .071' c" o s -
7/16"PUSHNUT
SECTION B-B END ROLLER HINGE
I
INSTALLED ON ROLLER SHAFT
F.ngr.JAVAD AHNAD lYtiWVC{RBVLR�D � o
INTERIOR SIDE 1.62"DIA. X .50" STEEL ROLLERS (STD.) �
STEEL TRACK FLA.PEI#70592VIL C'� la..."14 GA.X 2-1/8°X 1'(STANDARD) 1.82" DIA. X.50"NYLON ROLLERS (OPTIONAL) CA.N.35 a Aeft=No S 3� .O 12 GA.X 3-5/16"% 1-1/2'(OPTIONAL) 2.75" DIA. % .50"STEEL ROLLERS (OPTIONAL) DeeFASTENED TO TRACK PLATES 2.75" DIA. % .50"NYLON ROLLERS (OPTIONAL) �
W/ 1/4-20%5/8°TRUSS 11D. WITH 5"STEM f
SLOTTED M.S.&LOCK NUT Mer11 drawing no.
M4AR 2015 01 —09
qhs eet 2 of 5eet 2 of 5
POP RIVETS2 X 2 X 1/8"HORIZ.ANGLE (� <
2' _ ` 5/16"X 1-5/8" LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK {�U
2-3/4"X 5-1/2"X 3"X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REQO. ON DOORS WITH TWO WELDS AT 1-1/2"APART A9^ o
GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXSEEDING 8 FT. IN HEIGHT 4Y
TOP ROLLER BRACKET ON EACH SIDE FIRST AT 3'O.C. I
FASTENED W/(6) 1 14 X 5/8"S.M.S. _ _ J PER BRACKET it A , REST AT 9'O.C.
CONNECTED 1 FLAG BRACKET ANGLE Z %
.090 TFA GALV,STEEL ADJUSTABLE _ _ - FHORIZ
W/3/e-16 X 3/4"BOLT&NUT
G m co
SURE 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 11 A+J (2) 1/4-20 X 5/8"BOLT&NUT f I<
M. SCREWS&NUTS. FASTENED TO TRACH 9L G�m
TOP BRACKET WITH (4) 1/4-20 SS. BOLT& NUTS - ENGTH = OPENING HEIGHT PLUS 12" C •°T
(STANDARD) G
TOP BRACKET
(OPTIONAL) VERTICAL TRACK H
LOWHEADROOM DOOR 2-1 8'% 1"X.080"
14 GA. GALV.STEEL TRACK / P7
v —; SECTION A-A Q'o"w 14
N ie HORIZONTAL REINFORCEMENT O a Q Q g
o �f 1/2"X 1-3/4'X.059"FORMED STEEL 2'X 5-1/2'X.104-
GLUED
T•
GLUED TO PANEL AND FASTENED TO GALV.STEEL - 'a
ao VERTICAL STILES WITH FASTENED W/((4) & 14 X 5/8"S.M.S. C N
a (2)3/16'POP RIVETS TO h RbLLER BRACKET FOR Q w 3 a h
LOW HEADROOM DOOR OPTION Z to_Ino
HORIZONTAL REINFORCEMENT DOOR SECTION HEIGHTS BRACKET PLACEMENTS J g
1/2'X 1--3/4"X .059'FORMED STEEL HEIGHT
GLUED TO PANEL AND FASTENED TO IST 2ND JRD 4TH 5TH B1 82 83 84 I BS B6 B7 BB
VERhCAL STILES WITH —) 6'-O" 18° 18" 18 18"N/A i"TO 2"11-3/4" 23" 34° 45" 56" 67" '
3/16"POP RIVETS 6'-6" 21" 18" 18"21 N/A 1"TO 2"11-3/4" 23" 34" 45" 56"
5/16"MEETING RIB 7'-0" 21"121" 21"21 N/A 1"TO 2"11-3/4" 23" 34" 45"
7'-6'• 181,118" 18" 18 18"1"TO 2"11-3/4" 23" 34" 45" 56"
1.82" DIA. X .50"ROLLERS —)..... 8'-0" 21" 18" 18" 18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67 78-1/4 °D
W/.44 DIA. X 4-1/4"STEM w_0 —SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
M
s FOR DOORS MORE THAN B FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10" O.C.
OPTIONAL INSULATIONS: ?m I w Q
oPROD TS
EBPAEO ¢
POLYSTYRENE o m 1.9"X 2.19"X 3.3'X .090" / Q U=
DENSITY= 1.05 PCF STEEL TRACK BRACKETS / U —~
= N.OA. Qt1-0926.07 n 2-3/16"HIGH % J 00w 1O
•-v OR a' CONNECTED TO TRACK WITH ¢ N
ISO-25 POLY-ISOCYANURATE Z d'
¢_ ) 1/4"BOLTS&NUTS. /_
o f DENSITY a 2.0 PCF e I j OO Z
--- —N.OA.#71-0926.06 U p
OR
m a BY'CFU OFOAMI NORTH AMERICA' j to Dorn J
DENSITY= 1.03 PCF m / I Q N¢ w
N.O.A.#10-1129.04
OR
DENSITY= 0.92 PCF
N.O.A.X14-0311.08 n
m 8
®. \I4 CA.GALV.STEEL L;
ROLLER HINGES FASTENED
W/(4) #14 X 5/8"SMS m m n 9 W o
MIN..024"ROLL FORMED STEEL PANEL "33
DRAWING QUALITY G-40 c 3 s
-- MIN.YIELD STRENGTH =34 KSI
RIMER AND BAKED-ON TRACK CONFIGURATION v z W
WITH P
POLYSTER PAINTED TOP COAT
APPLIED TO BOTH SIDES OF STEEL
N W 'n "-
�
O N n n oP •:"T
m VERTICAL LIFT HIGH_LE[ STANDARD LIFT LOW HEADROOM v o
c -
� DOUBLE TRACK
12 CA.CALV.STEEL AVAILABLE TRACK OPTIONS
BOTTOM BfiACKET FASTENED En JAVAD PHMAD
-�W/(4) f/14%5/8"SMS 9� - o
PRODUCT fiEVISF>D
CML N
FLA.PE�70592 w
O BOTTOM SEAL OPTIONS AO1�O0tp 4�3� '�(• a a s
l SEE SHEET 4
205 Bj drawing no.
° 01-09
SECTION A-A Lshee�3
3 4"
IN.
REINFORCEMENT [1 Q
IN. 1/2"% 1-3/4'X.058"
DGE FORMED STEEL
ye x 1" �Y
W DIST. SELF DRILLING SCREWS _ _—,ul_ _ _ —� y8 x 1' —_�" o
MIN. 4 OR Z mn w
SELF DRILLING SCREWS
IEDGE DIST. � 0 1 m 3/16"'RNE%'STEEL RIVETS OR
8-
28
MULTIGRIP W/DOME HEAD 3/16"'RIVER•STEEL HEAD Z n
m o - AT 48"O.C. ul
�o MULTIGRIP W/DOME HEAD
a 3 AT 48'O.C. O m
RENFORCEMENT O
1/T"X 1-3/4"%.058"
FORMED STEEL O O IL
:.1y.
1/4"DIA. V+G SCREWS 2BYAli
I 1/4"DIA.LAG SCREWS O 4
D BUCK I �-AT 6'FROM ENDS WOOBU SAT 6'FROM ENDS
11
AND 19'O.C.MAX. AND 19"O.C.MAX. V O
W'STRIP ADAPTER O W o
I 1 ALUMINUM W'STRIP ADAPTER Q LL Q a H
1 O W
RUBBER W'STRIPPING RUBBER W'STRIPPING i
050 /��\�� LL.22��� 1.,14 .7 IJ4F! Q ei't i
k---1.750 1.790---�I—i lJ
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
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 W M
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN Q
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. -FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ._,._ ANCHOR SPACING Q U =
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHORS _ STRUCTURE EMBED SPACING EDGE DIST, 0 Z ~z
3 B HLC SLEEVE BY HILTI'_ CONC. 1-1/4" 8" 1-5 8 J 00 O T
3/8-HLC SLEEVE BY'HILTI' FILLED BLOCK 1-1/4- 8" Q
3/8"DYNABOLT BY'ITW' GONG. 1-1 z 0 3 Q iO
3/8-DYNABDLT BY'ITW' FILLED BLOCK 1-1 2" 8"_ _2-1 4" 'm
5/16"X 1-5/8- STEEL STRUCTURE BY OTHERS 3/8'POWER-BOLT BY'POWERS CONC. 2" B" 1-7 8' U p Z= ,n
MUST SUPPORT THE LOADS IMPOSED W Q o
TAG SCREWS BY DOOR SYSTEM 3/8"SLEEVE-ALL BY'SIMPSONS'I GONG_ _1_1/2" 8" 1-7 8'' v1 Cil "T
AT 12'O.C. LD
CONCRETE t'c = 3000 PSI MIN.
5/16"DIA.BOLTS C-90 GROUT FILLED BLOCK Fm = 2000 PSI MIN.
\.
WOOD BUCK CONNECTION TO MASONRY ep". WITH WASHER&NUT
AT 12"O.C. MAX. �--�EDGE DIST. {
PRESSURE TREATED 2X6 SYN WOOD JAMBS WHICH SHALL BE ANCHORED TO
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH I a
1/4"ULTRACON BY'ELCO'WITH SPACING OF \.' �p
16"O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4"MIN. EMBED
i6'O.C. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN.EMBED _1-1/4"X 2-1/2'X 14 CA
2-1/2"MIN. EDGE DISTANCE /
111 1/2'I 1-1/2" ` CONT.STEEL ANGLE I 1-1/2'
1/4"TAPPER BY'POWERS'WITH SPACING OF
14'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN. EMBED 12 GA GALV.STEEL -- N u o I
16"O.C. INTO 3000 PSI CONCRETE,WITH I-3 4'MIN.EMBED FIAT BRACIO=TS t3'•LONG 2-1/8"X 1"% 14 GA. m z e
/ 1/16"% 2-I/2 GALV.STEEL TRACK u tea ¢m
3"MIN. EDGE DISTANCE AT 12"O.C. IN DOOR OPNC.
FILLET WELDS FASTENED TO TRACK PLATES
3/8"CONFLEX BY'ELCO'OR AT 12"O.C.MAX AT NE O.C.ABOVE DOOR E G. W/(2) 1/4-20X5/8"TRUSS HD.
CONNECTED TO CONT.ANGLE SLOTTED M.S. h LOCK NUT
KTFM
LDT BY'ITW'WITH SPACING OF iff=mw
24O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED W/(3)SPOT WELDS AT EACH SIDE 2'MIN. EDGE DISTANCE CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACKTO WOOD BUCK3/8"HLC SLEEVE BY'HILTI'WITH SPACING OF 8"O.C. INTO GROUT FILLED BLOCK WALL, WITH 1-1/4"MIN. EMBED, 4"MIN.EDGE DIST.
18'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4"MIN.EMBED AND2-1/2'MIN.EDGE DISTANCE ALTERNATE TRACK INSTALLATION
Uf Engr:JAVAD AHMAD
PREPARATION OF JAMBS BY OTHERS CML PRoowf&BvmoFOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY FLA.PE 70592 w owVkybg with ILC FTe1MsCAN. 5J8 ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED �TdmpCodOBY DOOR SYSTEM. AnvPt oeeIND 3f o2
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF SAtBUILDIN DOOR INSTALLATION MAY BE REVIEWED ANO APPROVED BYBBY.BUILDING OFFICIAL UPON INSPECTION.MAXIMUM EXTERIOR(+)LOAD PER JAMB = (9.33'X 50 PSF)/2 = 233.3 Lbs per Ft. M015MAXIMUM INTERIOR(-) LOAD PER JAMB (9.33'X 50 PSF)/2 a 279.9 Lbs per Ft.
.500 250
DOR PAL rr,,
* PLASTIC COMPLIES W
CHAPTER 26 OF FBC ITH �v
ONE
z4 GA. (.024) STEEL MIN. SEE EVIDENCE PAGE 5
Z .w
1.765 1.725 O O_
7/16"DIA.WASHER a
0 � y
,.,44
a
#8 X 3/4"SMS 21 3/4" I - U p M
�\ t ,I, + + 0 3/8"FROM ENDS MAX. ,17g. k-- 800 O A Q g
IOH/1 tt IIII + 11 AND 7"O.C.MAX. WDW.WIDTH p 0 n g �p
EXTERIOR FRAME * INTERIOR FRAME d,y
' I w z 18 1/e" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION M 3 0 n
1 (4) #8 X 3/4'SMS a x o MAX. a
® 1-3/8"FROM ENDS \3 \o D.L.O.
L AND 6-1/2"O.C. MAX. o ut 'J 0
WtM(Vy UUtt
'i�L F
L
!III .175 X.062 DEEP PTA D IO
IIII GROOVE ;.�.�,-!' by--=-_✓
IIII L, \J .11 00
i
O O
f I 1/4"POLYCARBONATE LEXAN
' BY"SABIC INNOVATIVE PLASTICS' .}� �',. w >
NOA#13-0717.01 A Q ¢IJi
L
Z00w
m
O3a I
IIII ( 1 U CD
I'Ell
O z
Q Z N
On
y
III / / .. w
'
'III
IIII : _= 1 ._�../,:...�.-;,* I� :y .• K'
.175 X.062 DEEP
;III GROOVE o rxn
n a h u n
,1 I % (4) N8 X 3/4"SMS INSIDE ELEVATION - a
III ,�' ® 1-3/8"FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
,II�IQ AND 6-I/2"O.C.MAX. O WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION .z"�_ z
I ' - #8 X 3/4'SMS
O ®
AN3/8"FROM ENDS .175 X .062 DEEP n ^
i I AND4-1/2"O.C. MAX. GROOVE e v
#8 X 3/4"SMS
®3/8'FROM ENDS
AND 7'O.C.MAX.
_ _
------- ---------- - Engr:JAVA D AHMaO PRODUCT REVLYFD o
CIVIL
7/16"DIA.WASHER - - - - - - - - - - - - - - - - FIA.PE S 70 92 daoVi wkA to Fki
�tt� "lawceb I n
__---- Aowpmwt* S- 170 6 a 5
DOOR PANEL EXTERIOR
24 GA. (.024) STEEL MIN. 6
DOOR PANEL 15/16"MIN. M
GLAZING BITE r Browing no.
24 GA. (.024)STEEL MIN. D.L.OPG. Pmdntt ContrW
01-09
WINDOW WIDTH
sh tt 5 of 5
These Tables Are For GARAGE MORS.
One and Two Fa'mily Dwel in- s
Garage Doors Installed In Buildings,vith a.
Mean Roof Height of 30' or Less Located in Exosures B, C or D
Table R301.2(2) of the 5t' Edition FBG Residential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
❑160 EXPOSURE!B. 9'x 7' Door=+24.3 -27.5
171160 EXPOSURE 113 16'x 7' Door=+23.3 -26.0
❑1"60-EXPlOSURE C 9 x 7'-Door=+'29:5`3�3-.3-2 (1 stoiy and max 15'
Q1"60 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 stoiy and max 30'
❑160 EXPOSURE C 16'X 7'Door=+32.71 -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 sto y and max 15'
17-1160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mea i roof height)
0160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 stc ry and max 30'
171160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 men roof height)
❑150 EXPOSURE B 9'x 7'Door=+21.3 -24.1
1771150 EXPOSURE B 16'x 7' Door=+20.4 -22.7
171150 EXPOSURE C 9'x 7'Door=+25.8 -29.2 (1 st• ry and max 15'
❑150 EXPOSURE C 16'x 7' Door=+24.7 -27.5 meen roof height,
❑150 EXPOSURE C 9'.x 7'Door=+29.9 -33.8 (2 st)ry and max 30'
[31 5O EXPOSURE C 16'x 7' Door=+28.6 .-31.8 me n roof height)
171150 EXPOSURE D 9'x 7' Door=+31.4 -35.6 (1 st ry'and max 15'
171150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 me n roof height)
171150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 st ry and max 30'
171150 EXPOSURE D 16'x 7' Door=+33.9 -37.7 man roof height)
Notes:
■ Secure existing bucks per the Product Appr val or Design Professional
Instructions prior to installing the door. Have., product approvals
available at the time of inspections.
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#
MIAMI-RADE 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.miamidRde.gov/economy
DAB Door Company,Inc.
12195 NW 981h 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 AID(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 Mater Model 824/811 Steel Sectional Garage Door up to 16'-2"w/
Window Lite Option(DP+48.0,-52.0 PSF)
APPROVAL DOCUMENT:Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 02/23/1998,with last revision L.dated 03/05/2015,sheets 1 through 6 of 6,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
r 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#14-0814.08 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. 15-0302.01
MIAMI•DADECOUNTY Expiration Date:July 21,2020
Approval Date:April 23,2015
)16 t l Page 1
DAB Door Comnany,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.98-05,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
02/23/1998,with last revision L dated 03/05/2015,sheets 1 through 6 of 6,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted tinder NOA#11-0414.13"
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-07-4267,dated 06/29/2007,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-11-3206,dated 02/10/2011,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-114101,dated
01/29/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA#05-0217.02"
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.,Test
Report No.HETI 03-1328,dated 07/15/2003,signed and seated by Rafael E.Droz-Seda,PE.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Doom'prepared by
Hurricane Engineering&Testing Inc.,Test ReportNo.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,Test 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#14-0814.08"
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.
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.) "Submitted under NOA#09-0128.01"
1. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/05/2011,signed and sealed by Javad Ahmad,P.E.
"Submitted under NOA#09-0.128.01"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/18/2008,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-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 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#14-0814.08"
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 Ahmad,P.E.
pp l 5
Carlos M.Utrere,P.E.
Product Control Examiner
NOA No.15-0302.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4"X 18 GA. TOP FIXTURE 5-1/2"X 2-3/4"X_0.1" m
GAIV.STEEL CENTER HINGE -- PUSH NUT STEEL PLATE WITH ONE 5/16-18 MS W/NUT
W/(4) #14 X 5/8"SMS '�0 FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER o
O WITHOUT DELRON SLEEVE(STD.) \♦♦\ TO BE INSTALLED AT I1� `^
i (6) #14 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE m of
O 7-1/2"X 3"X .071" GALV. STEEL / SEE SHEET 4 FOR TOP BRACKET OPTIONS m
END ROLLER HINGE i O O t CENTER STILES Q1� o
W/(6) X14 %5/8"SMS 0O SEE SCH.'A' A Z nq
WITHOUT DELRON SLEEVE (STD.) p I
WITH DELRON SLEEVE(OPTIONAL) t i __ Q a n
p 7-1/2.,X 2-1/4'X .071" \ ° __.—. -- --- --— I no
p0 E3
O GAIV.STEEL CENTER HINGE- ♦♦ --- - N O
W/(4) #14 X 5/8"SMS LOCK ` 0'
0 t
WITH DELRON SLEEVE(OPTIONAL) 2/DOOR ♦ G1
9
` `��._____ I I � Q aQ0 0
CENTER HINGE % ;�I"W X.15 THK. LATCH. __ I ao C
I STANDARD LOCK r - - --- -- -- , o ~o a N
SPRING LOADED SLIDE BOLT (BOTH SIDES), ` „_-_- [V3 _')_ , I u 3
♦♦ FASTENED W 4. 14 X 1/2-S.M.S.
5/8"MIN. LOCK ENGAGEMENT B - __._____ —___ - - —-- 8 M
CONFORMS TO SECTION 1008 REGARDINGI m o 00
Z
GARAGE DOORS I m F CIF Q w.�F
SU OV
.158 DIA.GALV. AIRCRAFT TYPE
CABLE&NICO-PRESS SLEEVE
W/MIN.5 TO 1 SAFETY FACTOR
7"X 3"X 0.1" I
STEEL PLATE ---- , o
WITH (4) #14 X 3/4" 1 p J p 'o ---...-.. -'----- J ._-- _ J w j
SELF DRILLING SCREWS I to
BRACKET BRACKET in C _. N Z r z e
STD. LIFT DOOR LOW HEADROOM — — —— _ o -o3 w w
TOTAL R OF DOOR OPTION _ —— —_— _— 0 1
¢ d 0 m
HEIIGHT CONSISTS OF FACH DOOR 7-7/8"X 3-1/8"X .DID" OPTIONAL VENTS OPTIONAL FLUSH FACE I 0 3 N
2 SECTIONS 18"2 SECTIONS 21' STEEL PLATE - (3) S"WIDE AT 7'O.C. MAX. WOOD GRAIN DESIGN L-�A O Z
6'-9' I BECKON 1B' J SECTIONS 21' WITH (4) #14 X 3/4"SOS OPNG.AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH _-_- o Q n
7' 4 SECTIONS 21'- ._..... _ 41
7'-3' - - 3 CENTER STILE Q N Q w
7'-6" 5 SECTIONS 18'— INSIDE ELEVATION DAB DOORS INC. 0 = F
7'-9' 4 SECTIONS 18'1 SECTION 21' OUTSIDE END STILE Hurricane Master®Model 624/811 w
8' 3 SECTIONS 18'2 SECTIONS 21' HANDLE RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High c —�
8'-3' 2 SECTIONS 16'3 SECTIONS 21" With Window Lite Option
B'-6" 1 SECTION 18' 4 SECTIONS 21' N14 X 3/4"SELF DRILLING SCREWS MAY BE USED
W-9" 5 SECTIONS 21'- IN LIEU OF a14 X 5/8"SMS DESI[ (a`N,(,FRES$t)RE9ecRATING T�=..t"48'.0 P C�
9' 6 SECTIONS 18'- " LOCK BAR GUIDES ------ O,PSF— p4
9'-3' 5 SECTIONS 18"1 SECTION 21' 4 INSTALLED ON END STILE THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT m , ;'""'"
9'-6" 4 SECnONS 18'2 SECTIONS 21' WITH(4) N14 X 5/8"snls GENERAL NOTES - o
9'-9" 3 SECTIONS 18'3 SECnONS 21' 4 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o
10' 2 SECTIONS 18'4 SECTIONS 21' IRT X .6W LOCK BAR REOUIREMEMS OF THE FLORIDA BUIl01NG CODE FBC FIFTH EDITION 2014
10'-3' t SECTION 1e' 5 SECTIONS 21' ENGAGES IN TRACK ( ) ( ) gg 3
ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). u .i u
10'-6' 6 SECTIONS 21'- CENTER STILES SCHEDULE'A' v a a z z z
10'-9' 6 SECTIONS 18'1 SECTION 21' CENTER STILES CONFIGURATION 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
IV 5 SECTIONS 1B'2 SECTIONS 21' OUTSIDE KEYED LOC i ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
OPTIONAL DOOR WIDTHS R OF CENTER STILES DRESSING OR STUCCO.
11'-3'4 SECTIONS 18'3 SECTIONS 21' ® II II�7�I B'-0'TO 9'-10' 2 _ 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL.
11'-6'3 SECTIONS 16'4-SECTIONS 21" LOCK BAR LOCKING SHOWN !I I LI JII IIS
11'-9' 2 SECTIONS 18'5 SECTIONS 21' 10'-0'TO I I'-10' 2
5 ALTERNATE TO 12'-0"TO 13'-10" 3 4. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN O a o ry
12' I SECTIONS 18'6 SECTIONS 21" SPRING LOADED SLIDE BOLT THESE DETAILS ARE NOT PART OF THIS APPROVAL '" $$c
12'-3" 7 SECTIONS 21"- ��8'-0"TO W-10 14'-0'14'-0'TO 15'-10' 4 _- •�o
LOCKS SHOWN ABOVE 5. A LOAD DURATION INCRFASF.IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
12'-6"8 SECTIONS 18'2 SECTIONS 21' DOOR WIDTHS 15'-11'TO 16'-2" S C
12'-9'5 SECTIONS 18'3 SECTIONS 21' ODOR TESTED IN ACCORDANCE WITH THE REOUIREMEMS OF FLORIDA C�
13' 4 SECTIONS 18'4 SECTIONS 21" _ E OING CODE.TAS--202,TAS-201 &TAS-203 FOR HVHZ AND
13'-3*3 SECTIONS 18'5 SECTIONS 21' ® ® ® ® ® ASTM E18B6-05/ASTM E1996-09. ; •i
13'-6' 2 SECTIONS 18"6 SECTIONS 21' — - - -- -___ -___- En9r,JAVAD AHMAD
13'-9' 1 SECTION 16' 7 SECTIONS 21' CML o
14' B SECTIONS 21'- �10'-0"TO 11'-10� �' 14'-0"TO 15'-10" FIA.PE 592 PRODUCT RENEWW V,
81 c-W7Mf whh the FTa11A.
14'-3' a SECTIONS 1B'3 SECTIONS 21' DOOR WIDTHS DOOR WIDTHS BdMine CD& o $ c
14'-6'5 SECTIONS 18'4 SECTIONS 21' Aaocpgero N0
I4'-9'4 SECTIONS 18'5 SECTIONS 21' 6 B ��
15' 3 SECTIONS 1B'.6 SECTIONS 21' 0� ® M ��
drawing no.
IB'-J' 2 SECTIONS_10'7 SECTIONS 21" "' By ^
I5'-6" 1 SECTION 18" 8 SECTIONS 21' O ZO15 MI 1 pTnMyN CANM y8 05
15'-9'9 SECTIONS 21-- REFER TO SHEET 212'-0"TO 13'-10- TO 13'-10" _ 15'-11"TO 16'-2"
ts' 6 SECTIONS 18"4 SECTIONS 21FOR U-BAR PLACEMENT DOOR WIDTHS DOOR WIDTHS sheet I of 6
SCEPON 4 -- - SCETION 8 — SCETION 8 -- ----- �4�
-- I
$CEIION J SCEHON 7 - — SCETION 7
� � L1
0 F W c2
JI
SS$$CCGCEE—EETT—rIOOIaONNN_N—B28-91
I(I+II�I—I
-I-_---_
SCETION 64
cOV0W0CZ
SCETION 2
SCETION 5 g
4 SECTION ODOSCEIION 4 SCEnGN
HEIGHT RANGE 6'-6'TO 7'-0' SCETION J SCETION 3
(3)U-BARS SCEIION 2
SCERON 5 SCEnON 1 SCETION I
4nETGN< HEIGHT RANGE 12'-8'TO 13'-3' HEIGHT RANGE 13'-6'TO 14-0'
SCETION SCETION 3 (5)U_BARS (6U-
SCETION 2 SCETION 9
SCEHON 1 fI Io
lzUu
Lj 11 11
zooMOMaaSqNGpMXLLoNu°n D
5 SECTION DOO5 SECTION DOOSCErION 7
HEIGHT RANGE 7'-6'TO 8'-0' HEIGHT RANGE S'-3'TO 8'-9-
(3)U-BARS (4)U-BARS SCEnON 6
SCETION 5 zEn
SCETION 6 SCETION 6 Z
SCERON 4 (n 01 C3
-
Ld
m3ui-r�I_
1
vij0o1
SCERON 5 SCEnOH 5 SCERON 3 OO
+(j
SCETION 9 SCETION 6 SCETION 2
5CEnGN 3 SCETION J
SCETION.2 SCnN2 SECTION DOOR
_ HEIGHT RANGE
SCEHON I SEIION 1 (6)U14'-3'TO 15'-9'
-BARS
6 SECTION DOO
HEIGHT RANGE 9'-0'TO 10'-3' HEIGHT RANGE f0-6' SCEr10N 10
(4)U-BMS (5)U-BMS
SCETION 9Zo
SCETION B
SCEHON 7 SCE10N 7
SCETION 6
SCETION B 0
SCEll 5TF9
SCEION 4 ___._-
ISR
CERON
iw3uio
ti
i
SCETION 4 �' •I
SCETION 3 En9r.J.AVAD AHMAO n o
-- I SCERON 3 CML 1
SCEIION 2 FIA.PE 70592 PRP!)f14'T PLENEWRT o
CA.N. 5 8 totem"m"nww £
SCETION I �-�
- i G --
BIl —rT- O
SCETION I I r drawing nc
7 SECTION DOOR — 4S O 201 mw I
HEIGHT RANGE to'-9'TO 12'-3' 10 SECTION ODOR MITnI P.I.W4,CoTtd 98-05
(5)UOBARS
HEIGM RANGE 16'-O' SI1BC( 'j Of s
(6)U-BARS
24 GA. STEEL PANEL
. Z � w
c�
- FLAPS BENT OVER PANEL-\
1/2"PUNCHED HOLESL—L
0 4"D.C.
USE REINFORCING 'U' BAR AT 0. Q a Q C g
_ TOP SECTION ONLY AT f.
16 GA.X 2-1/4"X 3/4"X 2" FOUR SECTION DOORS 0 ID
GALV.STEEL U.BAR REINFORCING TRUSS 16 GA.T 2-U.BA X EINF X 2" Q�, o N
ter— GALV, STEEL U.BAR REINFORCING TRUSS L-7 _ I a.3 q 6
® BOTTOM OF PANEL TRUSS FASTENED TO TRUSS FASTENED TO VERTICAL INTERMEDIATE STILES - Vl_o
VERTICAL INTERMEDIATE STILES W/TWO W/TWO Q 14 X 5/8"S.M.S.AND TO END STILE ""---a I Z 1;
914 X 5/8"S.M.S.AND TO END STILE J L7 co J
W/FOUR Q14 X 3/4"SELF DRILLING S. W/FOUR 9 i4 X 3/4"SELF GRILLING SCR. }�I Q W N
® I ¢
1 p
1/2"X 1-3/4"X 16 GA - - 1 I w
OPEN TUBE
a TOP&BOTTOM I 3/16"POP RIVETS
OF EACH PANEL AT 4"O.C. I 00
- (6) FOR 21"STILES
(5) FOR 18" STILES o M
® 16 GA X 2-1/4"X 3/4"X 2" tai
GALV. STEEL U.BAR REINFORCING TRUSS N ¢u-
TRUSS FASTENED*TO VERTICAL INTERMEDIATE STILES ww U S a
_ - - - W/7W0 Q 14 X 5/8"S.M.S.AND TO END STILE END STILE m Z F-Uf
L W/FOUR Q 14 %3/4"SELS DRILLING SCR. Z 1O
-.024"STL. PANEL m O 1
1 ST SECTI N (BOTTOM) INTERMEDIATE SECTIONS TOP SECTION OUTSIDE OF DDD oo 7
REINFORCING REINFORCING
_OPTIONAL STOP MOULDING
BY OCDR INSTALLER
STEEL TRACK BRACKET FASTENED
TO WOOD JAMB WITH 3/4"X 2"X 2-1/2"X.049"STEEL T
5/16'X 1-5/8"LAG SCREW ._914 X 5/8"SMS END STILE.CONNECT TO PANELS WITH
(FULLY THREADED) 6 PER HINGE FLAPS AND(5) OR(6) 3/16"ALUM RIVETS
HEX WASHER HEAD TYPE A SEE DETAIL ABOVE
t/2"x t-3/4'x.Dse"FORMED STEEL SOLID BRASS DOOR VIEWER
SOUTHERN PINE GLUED TO PANEL AND SECURED TO
0.55 B.G. END STILE WITH(4)3/16'POP RIVETS BY 'SCHLAGE SECURITY HARDWARE'
t-7/B"x 2-5/B"x Das'STEEL EDGE INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE ta
°•a) CENTER STILE,GLUED AND RIVETED DISTANCE POSITIONED AT EYE LEVEL o €
IN
TO PANEL W/(4) 3/16'RIVETS POP RIVETS 1 u 3
2" MIN. Q 14 X 5/8"S.M.S.
EDG I 4/HINGE
I
1-3/16"I I� 3/8'POWER-BOLT BY'POWERS' TM I
2"MIN. EMBED INTO CONC. c w'i
2'MIN. EDGE 01ST. m o c^!
ONE PER BRACKET
1.9"%2.19"X 3.3"X .090" SEE SHEET 3 FOR BRACKET SPACING
STEEL TRACK BRACKETS
SEE SHEET 3 FOR SPACING
En JAVAD AHMAD n
E.91;
1
CIVIL
a
PRODUCT RENEWCD n x
FLA..PE70592 n oomplyhlawilf tla F1etW o I
q 1/4-20 SS BOLT CA 5J8
7-1/2'x .oso^I INTERIOR SIDE 7-t/z" x .o7t" &N� A�•mm NO 5-d1 303,0! o
GALV. STEEL J END ROLLER HINGE o_70 o
STEEL TRACK CENTER HINGE '
14 GA%2-1/8"X 1'(STANDARD) 1.82 DIA. % .50"STEEL ROLLERS (STO.) By drawing no.
12 GA X 3-5/16"X 1-1/2"(OPTIONAL) 17/8'PUSHNUT j,82"GIA. % .50" NYLON ROLLERS (OPTIONAL) MT Pfnl mcmtd
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2,75"DIA.k.50"STEEL ROLLERS (OPTIONAL)— O ZOI5 98-05
W/ 1/4-20%5/8-TRUSS FID.
SLOTTED M.S.&LOCK NUT SECTION B-B 2.75"DIA. % .50'NYLON ROLLERS (OPTIONAL) Sheet 3 of 6
WITH 5"STEM
POP RIVETS5/16"X 1-5/8"LAG SCREWS INTO W000 OR HORIZ.TRACK SUPPORT, 1-1/2"X 1/2"X 1/8"HORIZ.ANGLE
a
FOR DOOR HEIGHTS UPTO 7 FT. v
2' 2-3/4"X 5-1/2"X 3-X.104" 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITHOUT INSULATION OR WINDOWS, N
GALV.STEEL WITH 1-1/4"EMBED INTO MASONRY EXREEDING 6 FT. IN HEIGHT 2"X 2'X 1/8"HORIZ.ANGLE
/ TOP ROLLER BRACKET ON EACH SIDE 3 PER BRACHET II A FOR DOOR HEIGHTS ABOVE 7 Ff.OR
FASTENED W/(6) ® 14 X 5/8"S.M.S. - II 1 DOORS WITH INSULATION OR WINDOWS of
SPOT WELDED TO HORR.TRACK Q m
090 THK.GALV.STEEL ADJUSTABLE 2-1/2"X 4-1/4" X 13 GA.STEEL PLATES WITH TWO WELDS AT 1-1/2'APART
SLIDE FASTENED TO BRACKET - - A—J FIRST AT 3'O.C.,REST AT 9"O.C. F m m
W/5/16-18 X 3/4"HEX HEAD WELDED TO 1-I/2"X 1-i/2"X 14 GA.ANGLE -- CONNECTED TO FLAG BRACKET ANGLE Q a a
M.SCREWS&NUTS. FASTENED TO TRACK - -- W/3/8-16 X 3/4"BOLT&NUT
WITH (4) 1/4-20 SS. BOLT&NUTS - -- HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12" AND TO SPRING SHAFT GUIDE WITH 0 W
TOP BRACKET (2) 1/4-20 X 5/8"BOLT&NUT IL
C
(STANDARD) 70P BRACKET C G a
LOW HEADROOMDOORO p
14 GA.GALV.STEEL TRACK O,Om M S
HORIZONTAL REINFORCEMENT VERTICAL TRACK Q IL Q a
1/2'% 1-3/4"X.058'FORMED STEEL 2-1/8"X 1"X.060" Q 4 11 O d I
GLUED TO PANEL AND FASTENED TO SECTION A-A 0 J a
VERTICAL STILES WITH 2"X 5-1/2"X.104' - —�
(2)3/16"POP RIVETS GALV.STEEL, Q W 3 u N
FASTENED W/�4) N 14 X 5/8"S.M.S. u'Z_
TO R LLER B CKET FOR
LOW HEADROOM DOOR OPTION DOOR • SECTION HEIGHTS BRACKET PLACEMENTS '�Z0Z g -11
HORIZONTAL REINFORCEMENT HEIGHT Q W
1/2"X 1-3/4"X.058'FORMED STEEL i IST 2ND 3RD 4TH SiH B1 82 03 84 B5 86 87 08 �.
GLUED TO PANEL AND FASTENED TO 6'-0" 18" 18 18 18 N/A 1"TO 2"11-3/4•' 23" 34" '45" 56" 67" - r� �
/VERTICAL STILES WITH 6'-G' 21"18 i6"21 N/A 1"TO 2"11-3/4 23" 34" 45" 56" 67" - rte' --- -
_ (2)3/16"POP RIVETS - _
7'-0" 21"21" 21"21"N/A 1"TO 2"11-3/4" 23" 34" 45" 56" 67" o
5/16" MEETING RIB 7'-6" 18"18" 18 18" 18 1"TO 2"11-3/4" 23" 34" 45" 56" 67"
i 8'-O' 21" 18" 18" 18" 21"1"TO 2'11-3/4" 23" 34 45 - 56" 67" 78-1/4" co
1.82" DIA. X .50"STEEL ROLLERS cv
�W/.44 DIA %5"STEM - _�� _
—SECTIONS ARE NUMBERED STARTING AT THE BOTTOM I o r�i
•®. x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 1O"O.C. w M
OPTIONAL INSULATIONS: z¢ Q�J
BY'OYPIAST PRODUCTS LLC' .0
EPS-EXPANDED POLYSTYRENE o m _� 1.9'%2.19'X 3.3"% .1190" Z i=-.T7j N
DENSITY= 1.05 PCF STEEL TRACK BRACKETS / — Z in
N.OA.X11-0926.07 n 2-3/16"HIGH % 8 0,p 1
OR m CONNECTED TO TRACK WITH ix Of
ISO-25 POLY-ISOCYANURATE ) 1/4"BOLTS&NUTS. / 0 0 3
DENSITY=2.0 PCF /
'IN.O.A.#11-0926.06 m _.yl / 0 Z 2
OR N
BY'CFILOFOAM NORTH AMERICA' / - DO rn
DENSITY- 1.03 PCF N / Q N a ;{
N.O.A.010-1129.04
OR
BY'INSULFOAM LLC'
DENSITY-0.92 PCF
N.O.A.#14-0311.08
® m
14 GA.GALV.STEEL M G$
ROLLER HINGES FASTENED
_ W/(6) d 14 X 5/8'SMS m
0
MIN. 024'ROLL FORMED STEEL PANEL ° o�+
DRAWING QUALITY C-40
MIN.YIELD STRENGTH -39 KSI 3
WITH PRIMER AND BAXED-ON
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION z
w APPLIED TO BOTH SIDES OF STEEL
d �
a _
N O°
C °
12 GA.GALV.STEEL o S B
BOTTOM BRACKET FASTENED VERTICAL LIFT HIGH LIFT STANDARD LIFT LOW HEADROOM
W/(4) N 14 X 5/8'SMS
BaueLe TRACK
AVAILABLE TRACK OPTIONS
Engr:JAVAU AHMAD
CML PRODUCT IIENEWED
TLA.PE 8 70592 m° lwob F1aWa I x
O, BOTTOM SEAL OPTIONS
CAN.3538 801 Code
SEE SHEET 5
s s
SECTION A—A 2015 MSdrawing no.
SEE SHEET 2 FOR LOCATION 98-05
OF REINFORCING TRUSSES sheet 4 o1 6
\ REINFORCEMENT m
1.314" REIN % 1-J/4'X.058" �� o
\ I DGE R8 X I" -_ - - FORMED STEEL o
W \ DIST. SELF DRILLING SCREWS y �B X 1'
�.. Z 1-1/2"MIN. I OR SELF DRILLING SCREWS z �?
1 GE DIST. o I m 3/16"'RNEX'STEEL RIVETS OR I�
om m N o MULTIGRIP W DOME HEAD
3 w I oo /AT 4g'D.C. 3/16"RIVE%'STEEL RIVETS
_ MULTIGRIP W/DOME HEAD
H AT 48'D.C.
REINFORCEMENT
1/2'X 1-3/4"X.056" n
FORMED STEEL O O J
2BY \ I/ 1/4`DIA. LAG SCREYIS 28Y I 1/4'DIA LAG SCREWS CI LL
W000 BU I �-\ AT 6'FROM ENDS WOOD B `AT 6'FROlA ENDS F. V
1 �\ AND 11'O.C.MAX. ; \\ AND 11"O.C.MAX.
W'STRIP ADAPTER
ALUMINUM W'STRIP ADAPTER C
STEEL 0 0.Q ti
RUBBER W'STRIPPING RUBBER W'STRIPPING 0; 000
j
— T Q W(n N
.z2LSC.�1 LS�1 34 .700 I'.oao j Z�tl�+Ayl Q
L- I 8 Q WHf
1.790�•i `—
d
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B'
m
WOOD BUCK CONNECTION TO WOOD SUBSTRATE(WOOD SPECIFIC GRAVITY SG-0.55 MIN.) n
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT W Ldto
To WOOD STRUCTURES.IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN v� 4
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE. w E
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD,INSTALLATION MAY BE _ ANCHOR SPACING U= a
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ----- '— t; Z I.-V
ANCHORS STRUCTURE EMBED SPACING EDGE 01ST. -co w
Y.-HlC SLEEVE BY HIL11 CONC. 1-1 4 __8' 2' I N 01 p 1
5/16"X 1-5/8" 3 8"CONFLE%BY ElCO FILLED BLOCK_ 2" _ 8' _ 3-J 4 0 , 4
LAG SCREWS STEEL STRUCTURE BY OTHERS 3 8"DYNABOLT BY'ITW CONC, 1-72-- g' J. o 3 n
AT 11"O.C. MUST SUPPORT THE LOADS IMPOSED
3 8 POWER-BOLT BY'POWERS CONC. 2" 8' 2' O Z
J B"SLEEVE-ALL BY SIMPSONS' CONC. 1-1 2' 8' J" o ¢
BY DOOR SYSTEM L7 gin n
CONCRETE 1'e a 3000 PSI MIN. DO OI-i"
C-90 GROUT FILLED BLOCK fm= 2000 PSI MIN. Q N Q
5/16'DIA. BOLTS r-_
•A•` -
WITH WASHER&NUT w
AT 12"O.C. MAX. EDGE0
WOOD BUCK CONNECTION TO MASONRY
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 \• i
12'O.C. INTO GROUT FILLED BLOCK WALL,WITH 2-1/4-MIN. EMBED I 1-1/4'X 2-1/2"X 14 GA _
9' 0.
O.C.INTO 3000 PSI CONCRETE.WITH 1-3/4'MIN/EMBED 1-1/2" 1-1/2' CONT.STEEL ANGLE )1-1/2" g VIS B
2-1/2'MIN.EDGE DISTANCE �a
—12 GA.GALV.STEEL
1/4"TAPPER BY'POWERS'WITH SPACING OF c s
1 16'-X 2-I 2 FLAT BRACKETS f3'LONG 2-1 8" L i¢2
8'O.C.INTO GROUT FILLED BLOCK WALL.WITH 1-1/2'MIN. EMBED / / AT 12'O.C.IN DOOR OPNC. / X I°X 14 GA. 5
9'O.C.INTO 3000 PSI CONCRETE,WITH 1-3 4'MIN.EMBED FILLET WELDSAT GALV.STEEL TRACK
3"MIN.EDGE DISTANCE
/ AT 12'O.C.MAX. CONNECTED TO CONT.O.C.ABOVE OOR ANGLE NG -W (2)E7%4-2TRACK
5/BPTRUSS LATES HD. o
3/8°CONFLE%BY'TELCO'OR W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S. &LOCK NUT 1-1-
3/8"LDT BY'ITW'WITH SPACING OF CONTINUOUS ANGLE TRACK REVERSE TRACK CONTINUOUS ANGLE TRACKO.C. INTO 3000 PSI CONCRETE,WITH 2-1/2'MIN.EMBEDIO CONCRETE AND FILLED BLOCK3'MIN.EDGE DISTANCE3/B'HLC SLEEVE BY'HILTI'WITH SPACING OF c°z- . x-
8'O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED, 4'MIN. EDGE DIST. ALTERNATE TRACK INSTALLATION —
11'O.C. INTO 3000 PSI CONCRETE,WITH 1-1/4'MIN. EMBED AND
2-1/2"MIN.EDGE DISTANCE
PREPARATION OF JAMBS BY OTHERS Engr.JACMLAHMAO PRODUCTRENMED
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY �C.AN, 38592 BW1W1ft1110dh*Code
FIoI1dA 1
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED c J a
Ameptmm No
BY DOOR SYSTEM. �/ c .+
FOR DOOR REPLACEMENT IN RETROFIT BUILDINGS WITH NO ENGINEER OF
RECORD.DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BYr
BUILDING OFFICIAL UPON INSPECTION. 0 t015 0y drawing no.
P40AKl E>ontd 98-05
MAXIMUM EXTERIOR(+)LOAD PER JAMB (16.17'X 48 PSF)/2 386 Lbs For FI.
MAXIMUM INTERIOR(-)LOAD PER JAMB (16.17'X 70 PSF)/2 420.4 Lbs per FL. eha61 cj of 6
.500 F�-•i-.256 U Q
*PLASTIC COMPLIES WITH
DOOR PANEL CHAPTER 26 OF FBC
I
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGE m
ZFFZZ w
1.765 1.725
N
7/16'DIA WASHER
1.144
LO
I v
1 ;I ge 3/4•SMS 21 3/a' .608 d a�'M $
t .I 11 Q 318'FROM ENDS MAX. .176
O t5 Ili 1 1 II AND 7'O.C.MAX. WOW. WIDTH n.Q p H
EXTERIOR FRAME * INTERIOR FRAME OR'°� a
X N
III I w 18 1/8' RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION 3 O
I I t (4)d8 X 3/4'SMS s p Q luu��3 LL
till t ` 0 1-3/8"FROM ENDS \ m .4 (L Z - o
I I i AND 6-1/2'O.C. MAX. 3o N d D.L.O. .IJ M F
m J
175 X.062 DEEP 'i- B --v \lam_! -^'•��; •i'
I GROOVE Q .. •. •. -y.., )L / !!CCLL
OD
IIII - ...'..- I rte:^.-../•�.:.y r -
I I 1/4'POLYCARBONATE LEXAN
I i BY'BARIC INNOVATIVE PLASTICS' � rw
I I NOA#13-0717.01 A_ S _ A _ a
V V V _ `I U
,. ., , i, B ?'o W e
o
o
O z
IIII - rF77'
T -- - C3 Irl D=Z
v
IIII ''�:
IIII i.
I I % i /•
IIII 175 X.062 DEEP t'w
GROOVE
u°
T III = `o
I ^t W R
(4)g8 X 3/4•SMS INSIDE ELEVATION 6 j
IIII 1 0 1-3/8'FROM ENDS y u$u
I " RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
I III I AND 5-1/2'O.C.MAX. -
I I 8 X 3/4'SMS C WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
B I
CJ\ I III I I ®3//8'FROM ENDS 175%.062 DEEP
i AND 4-1/2'O.C.MAX. /—GROOVE v
(
68%3/4'SMS
a1 3/8'FROM ENDSAND 7'D.C. MAX.
--_ - -- _ _-- _- Engr:JAVAD AHMAD I _c
i 3a
7/16"DIA WASHER - - - - -- - - ------- - - F146ARE. L 0592 ��T1CIyfT�RENEWED x
��\ _ CA.N. 5 B &uldlnl CodewNA the Flo"
DOOR PANEL �.: ��NO S-o 0 •OJ o �„' .0 5
24 GA. (.024) STEEL MIN. EXTERIOR
ODOR PANEL 15/16"MIN. D.L.OPG. drawing no.
24 GA.(.024)STEEL MIN. CUiZING BITE MINI RrWC1CdIM 98-05
WINDOW WIDTH
sheet 6 of 6�
These Tables Are For GARAGED DORS.IN
One and Two Family Dwel in- s
Garage Doors Installed In Buildingsith a.
Mean Roof Height of 30' or Less Located in Exfeosidential
sures B, C or D
Table R301.2(2) of the 5t' Edition FBG
COMPONENTS AND CLADDING WORST CASE DEGN PRESSURE [PSF]
❑160 EXPOSURE;B 9'x 7'Door=+24.3 -27.5
❑160 EXPOSURE IB 16'x 7' Door=+23.3 -26.0
❑160 EXPOSURE-C-9'z-7'-Door-=-+29:5--33.3 (1 story and max 15'
C❑1P-OSURE-C-16'-X T-Door-=-+28.2- -31.5 mean roof height)
❑160 EXPOSURE C 9'x 7' Door=+34.1 -38.5 (2 story and max 30'
❑160 EXPOSURE C 16'X 7'Door=+32.7 -36.4 mear roof height)
❑160 EXPOSURE D 9'x 7' Door=+35.8 -40.5 (1 sto y and max 15'
❑160 EXPOSURE D 16'x 7' Door=+34.3 -38.3 mea i roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 stc ry and rsax 30'
❑160 EXPOSURE D 16'x 7' Door=+38.7 -43.2 men roof height)
1-1150 EXPOSURE B 9'x 7' Door=+21.3 -24.1
❑150 EXPOSURE B 16'x 7'Door=+20.4 -22.7
171150 EXPOSURE C 9'x 7' Door=+25.8 -29.2 (1 st6ry and max 15'
❑150 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)ry and max 30'
❑150 EXPOSURE C 16'x 7' Door=+28.6 .-31.8 me an roof height)
❑150 EXPOSURE D 9'x 7'Door=+31.4 -35.5 (1 st ry and max 15'
❑150 EXPOSURE D 16'x 7' Door=+30.0 -33.4 men roof height)
171150 EXPOSURE D 9'x 7' Door=+35.4 -40.1 (2 st ry and max 30'
[]l 50 EXPOSURE D 16'x 7' Door=+33.9 -37.7 mean roof height)
Notes:
■ Secure existing bucks per the Product App val or Design Professional
Instructions prior to installing the door. Hal product approvals
available at the time of inspection.
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# VZ-D! � ��0