HomeMy WebLinkAboutProduct Approval 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.miamidade.eov/economy
DAB Door Company,Inc.
12195 NW 98"Avenue
Hialeah Gardens,FL 33018
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use 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 falls to perform in the accepted manner, the
manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined
by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION:Hurricane Master®Model 824/811 Steel Sectional Garage Door 16'-2"Wide with
Window Lite Option(DP+36.0,-44.0 PSF)
APPROVAL DOCUMENT: Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage
Door",dated 09/10/2002,with last revision K dated 03/09/2015,sheets 1 through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product
Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County
Product Control Section.
MISSILE IMPACT]RATING:Large and Small Missile Impact Resistant
LABELING:A permanent label with the manufacturer's name or logo,manufacturing address,model/series
number,the positive and negative design pressure rating,indicate impact rated if applicable,installation
instruction drawing reference number, approval number(NOA),the applicable test standards, and the
statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side track,
bottom angle,or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for
sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of
this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done
in its entirety.
INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA#14-0814.10 and consists of this page 1 and evidence pages E-1 and E-2,as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No. 15-0304.01
MIAMI•DADECOUNTY Expiration Date:July 21,2020
Approval Date:April 23,2015
0¢11017 is Page 1
DAB Door Company.Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No.02-21,titled"24 GA.Roll Formed Steel Sectional Garage Door",dated
09/10/2002,with last revision J dated 11/07/2014,sheets I through 5 of 5,prepared by Al-
Farooq Corporation,signed and sealed by Javad Ahmad,P.E.
B. TESTS "Submitted under NOA #11-0414.12"
1. Test Report on Uniform Static Air Pressure Test,Loading and Forced Entry Test per FBC,
TAS 202-94,of"DAB 824 Sectional Residential Garage Door"prepared by Hurricane
Engineering&Testing Inc.,Report No.HETI-07-4200,dated 05/02/2007,signed and sealed
by Candido F.Font,P.E.
2. Test Report on Large Missile Impact Test per FBC,TAS 201-94 and Cyclic Wind Pressure
Test per FBC,TAS 203-94,of"DAB 824 Sectional Residential Garage Door",prepared by
Hurricane Engineering&Testing Inc.,Report No.IIETI-11-3204,dated 01/20/2011,signed
and sealed by Candido F.Font,P.E.
3. Test Report on Tensile Test per ASTM E8-08 of"Sectional Residential Door(skin)",
prepared by Hurricane Engineering&Testing Inc,Report No.HETI-11-T100,dated
01121/2011,signed and sealed by Candido F.Font,P.E.
"Submitted under NOA #05-0228.02"
4. Test Report on Large Missile Impact Test and Cyclic Wind Pressure Test,of"Sectional
Residential Door with Windows",prepared by Hurricane Engineering&Testing Inc.,Report
No.HETI 03-1328,dated 07/15/2003,signed and sealed by Rafael E.Droz-Seda,P.E.
5. Test Report on Uniform Static Air Pressure Test,of"Sectional Residential Door"prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 03-1329,dated 07/15/2003,signed
and sealed by Rafael E.Droz-Seda,P.E.
6. Test Report on Tensile Test per ASTM E-8 of"Sectional Residential Door(skin)", prepared
by Hurricane Engineering&Testing Inc,Report No.HETI 03-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 08/1711998, signed by W.A.
Jackson,P.E.
C. CALCULATIONS "Submitted under NOA#14-0814.10"
1. Anchor verification calculations prepared by Al-Farooq Corporation,dated 09/22/2014 and
07/24/2014,signed and sealed by Javad Ahmad,P.E.
�ronlo)5,
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-1
DAB Door Company,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS (Cont.)
"Submitted tinder NOA#11-0414.12"
2. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 04/07/2011,signed and sealed by Javad Ahmad,P.E.
3. Anchor verification calculations prepared by Al-Farooq Corporation,complying with F.B.0
2007,dated 12/19/2008,signed and sealed by Humayoun Farooq,P.E.
"Submitted under NOA#09-0128.02"
D. QUALITY ASSURANCE
1. Miami-Dade Department of Regulatory and Economic Resources(RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0717.01, issued to SABIC Innovative Plastics,for their
Lexan Sheet Products,approved on 11/28/2013 and expiring on 07/17/2018.
2. Notice of Acceptance No. 14-0311.08, issued to Insulfoam,LLC,for their
Insulfoam Expanded Polystyrene Insulation,approved on 08/14/2014 and expiring on
11/29/2017.
3. Notice of Acceptance No. 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-C1 Polyisocyanurate Insulation,approved on 11/10/2011 and expiring on
01/11/2017.
S. 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 NDA#OS-0228.02"
6. Test Report on Accelerated Weathering Using Xenon Are Light Apparatus Test per
ASTM G155 of"PVC Extrusion Material",prepared by Hurricane Engineering&
Testing,Inc.,Report No.HETI 04-A002,dated 09/27/2004,signed and sealed by Rafael E.
Droz-Seda,P.E.
7. Test Reports on Tensile Test per ASTM D638 of"PVC Extrusion Material",prepared by
Hurricane Engineering&Testing Inc.,Report No.HETI 04-T251,dated 11/29/2004 signed
and sealed by I. Ghia,P.E.
8. Test Report on Self-Ignition Temperature Test,Rate of Burn Test and Smoke Density
Test of"REHAU non-foam PVC extrusion material",prepared by ETC Laboratories,
Report No.04-761-15019.0,dated 05/06/2004,signed and sealed by J.L.Doldan,P.E.
F. STATEMENTS "Submitted under NOA#14-0814.10"
1. Statement letter of code conformance to the 5"edition(2014)FBC and no financial interest
issued by AI-Farooq Corporation,dated 05/13/2014,signed and sealed by Javad Ahmad,P.E.
14�p1S
Carlos M.Utrera,P.E.
Product Control Examiner
NOA No. 15-0304.01
Expiration Date:July 21,2020
Approval Date:April 23,2015
E-2
7-1/2"X 2-1/4"X 18 GA. ------"PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4"X 0.1" U m
GALV. STEEL CENTER HINGE ' o
W/ (4) #14 X 5/8"SMS ,� �� -FASTENED TO END STILE WITH TO BE INSTALLED AT � N
WITHOUT DELRON SLEEVE(STD.) 1ANY CENTER STILE I
(6) b14 X 3/4"SF.I.F DRILLING SCREWS
0 7-1/2"X 3"X .071"GALV.STEEL I O O I SEE SHEET 3 FOR TOP BRACKET OPTIONS N
/ END ROLLER 8 'A' r A
H1NCE II 00 I SEE SCHCENTER STILES Q I�
WITHOUT DELRON SLEEVE(STD) . H A 0
WITH DELRON SLEEVE(OPTIONAL) N 12
0 7-1 2-1/4"X .0'77" LOCH --" -- - -- I - M
GALV/2'- STEELX CENTER HINGE VIII IIRJII�-{I{�III ISI I III IJII�II(II ILII 0 w
o WIT(4) #14% 5/8'SMS `_ _2/DOOR
WITH DELRON SLE (OPTJONAL) --_\_
_-
0 1 �1'W X .15 T1{K. LATCH. M� i
'J J' O'p;yCENTER HINGE STANDARD LOCKSPRING LOADED SLIDE BOLT 2" TH SID�Skr •, I I ISI• _ Q�•Ut .O 3S
FASTENED W/(4) N14 X 1/2"S.M.S. '--- 1 _ __n I -
5 8'MIN.LOCK ENGAGEMENT (% -' - —- - _ -- - —- -- —- - --- -
CONFORMS TO SECTION 1008 REGARDING \\�� -- J G MAM
tir 1-- .lo =o Q w N a c
GARAGE DOORS r , __._.__ -_ --- I.. —-- ,• a r a z J y TI^y G to
r __ __ 11 ; I po 0� Qw.if t
.158 DIA. GALV.AIRCRAFT TYPE +�I'`O _�`I �'� - `� o w o€ _
CABLE &NICO-PRESS SLEEVE , ,' o `� B r, n I B �'—
o w
IV/LAIN.5 TO 1 SAFETY FACTOR� t ---------------- _ _ .._ .__ _— •1-_. I ---
0{a� 0
Do
2-3/4'W X 5-5/8"H X .090"THK.11
STEEL PLATE, 1-3/8"DEEP
WITH (3) #14 X 3/4" 1
SELF DRILLING SCREWS y 1J y V v
w L j n
BRACKET' `BRACKET a
STD. LIFT DOOR LOW HEADROOM I c+
TOTAL 8 OF DOOR OPTION - ---- —_--- I H Z F--z e
DOOR 'U'BMS AT '_ 00 w 1D
HEIGHT CONSISTS 2 OF EACH DOOR STEEL X 3-1/8"X.010" t OPTIONAL VENTS I K rn Of .o
6'-6' Z SECTIONS 18'2 SECTIONS TI' STEEL PLATE (3) 5"WIDE AT 7"O.C. MAX. V..OPTIONAL FLUSH FACE I O < N
6'-9' 1 SECTION 1B' 3 SECTIONS 21' WITH (4) ®14 X 3/4'SOS OPNC.AREA NOT TO EXCEED 120 SO. IN. MAX. DOOR WIDTH WOOD GRAIN DESIGN L A O Z
7' 4 SECTIONS 21'- --'------- 16'-2"
n
7'-6' 5 SECTIONS 18'- CEN3�OWITH
DAB DOORS INC. m C J
INSIDE ELEVATION a N-
Y' 9" 4 SECTIONS 18"1 SECTION 21' Hurricone MDsterO Model 824/811 v 0 2
ORAISED PANEL EMBOSSED DOOR N
B' 3 SECTIONS 18'2 SECT,
21' MO%. Size 16'-2" X 16'-0" High
8'-J" 2 SECTIONS 18"3 SECTIONS 21' HEND STILE O
W-6' 1 SECTION 18' 4 SECTIONS 21' _ Wilh WindOW Lite Option
8'-9' 5 SECTIONS 21'- IN X 3/4"SELF DRILLING SCREWS MAY BE USED
IN DEU OF X14 X 5/8"SMS
9' 6 sEcnorys IB'— LOCK BAR GUIDES —'--._- �hDESIGN PRESSUREPRESSURE RATING = + 3fi:0 PSF W w W9'-3'15 SECTIONS 18.1 SECTION 21" NSTALLED ON END STILE �- - - 4.0 PSF'-6" 4 SECTIONS 18"2 SECTIONS 21" (4) y14 X 5/8"SMS THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT GENERALGENERAL NOTA_ ESS'-9' 3SECTIONS 18"3 SECTIONS 21' -- c 0 1,iL10' 2 SECTIONS 18'4 SECTIONS 21' �1 X 6W LOCK BAR 1. Tl115 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE „1•,",10-3" 1 SECTION 18' S SECTIONS 21' S2 GES IN TRACK REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC)FIFTH EDITION(2014)
25 ON EACH SIDE OF DOOR INCLUDING HIGH VELOCITY HURRICANE ZONE HVHZ. u mak'
f0'-6" 6 SECTIONS 21"- ( )
10'-9' 6 SECTIONS 18"1 SECTION 21" CENTER STILES SCHEDULE'A'
OUTSIDE KEYED 2. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
tl' S SECTIDNS 18'2 SECTIONS 21' CENTER STILES CONFlGURATION ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
11'-3' 4 SECTIONS 18'3 SECTIONS 21OPTIONAL DOOR WIDTHS III OF CENTER STILES DRESSING OR STUCCO. o
11'-e" 3 SECTIONS 18'4 SECTIONS 21' LOCK BAR LOCKING SHOWN 8'-0'TO 9'-10' 2 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. 11"
11-9-9' 2 SECTIONS 18'S SECTIONS1' ALTERNATE TO 10'-0'TO I1'-10' 2 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN12' 1 SECTIONS 18'6 SECTIONS 21' SPRING LOADED SLIDE BOLT 12'-0'TO 13'-10' 3 THESE DETAILS ARE NOT PART OF THIS APPROVAL.12'-3' 7 SeciloNS 2t'- LOCKS SHOWN ABOVE 8'-0'TO 9'-10" 14'-a•To I5'-tD' 4 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o z_
12'-6' 6 SECTIONS 18'2 SECTIONS 21" DOOR WIDTHS 15'-71'TO IG'-Z' S 0 'x
12'-9' S SECTIONS 18'J SECTIONS 21' DOOR TESTED IN ACCORDANCE WITH THE REQUIREMENTS OF FLORIDA 0
13' 4 SECTIONS 18'4 SECTIONS 21' _ BUILDING CODE,TAS-202,TAS-201 &TAS-203 FOR HVHZ AND
13'-3. 3 SECTIONS 18'S SECTIONS 21' 13 0 13 13 it - 1Q-I I0I-1 i0i Q 1= 75TH EIBe6E g,:JA AD AHIAAA9119. - b •�
13'-6' 2 SECTIONS IB'6 SECTIONS 21' �-' Imo_ '�uJ f_�1
11-9"ll SECTION 18' 7 SECTIONS 21.- CML PRODW7f RBNEVM) i n
f4' B_SECTIONS 21'- FLA.PE Q 70592 r ��w \ s
14'-J' 6 SECTIONS 1B'J SECTIONS 21" �10'-O"TO 11'-10� 14'-0"TO 15'-10"� - CA,ry, 3B •�� o a
14'-6" 5 SECTIONS 18'4 SECTIONS 21-1DOOR WIDTHS DOOR WIDTHS Appp��Iq[4p/ .OI c
14'-9' 4 SECTIONS 18'S SECTIONS T1'
15' J SECTIONS 18-6 SECTIONS 21" ® ® � Fu'�dlAd drawing n0�
I5'-3" 2 SECTIONS IB'7 SECTIONS 21" 2015 rT
15'-6' 1 SECTION 18' 8 SECTIONS 21" OG-2�
15'-9' 9 SECTIONS 21'- �12'-0"TO 13._10" 15-11"TO 16'-2"
16' 6 SECTIONS IB'14 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS sheet 1 of �j
24 GA.STEEL PANEL- 4ftu
• o
N
FLAPS BENT OVER PANEL
N �
- 1%O G.-
0
- - 1/2'PUNCHED HOLES)i d
- - 0 4"O.C. 11 / O? n
.055"X 2-1/4"X 3/4"X 2" 0 0 W
-- GALV.STEEL U.BAR REINFORCING TRUSS —'� - 1 K CI N I
0 BOTTOM OF PANEL TRUSS FASTENED TO I Q m 3 N
VERTICAL INTERMEDIATE STILES W/TWO - {�ul UI=o
.IJ
N14 X 5/8"S.M.S.AND TO END STILE 1
�In¢
W/FOUR Jf14 X 3/4"SELF DRILLING S.
I
p- ® o
U V'
z
s o - - 3/16"POP RIVETS I I
G z - AT 4"O.C.
m _ _ ,® (6) FOR 21'STILES
(5) FOR 18"STILES raj
Q C END STILE .024"STL. PANEL Q J
OUTSIDE OF DOOR tl
U �V �
n ? zco ui
s
8 (n ma I
IST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION �_y O z
= o
o rn 3
.OPTIONAL SLOP MOULDING , In '
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER 25 Q N- w
STEEL TRACK BRACKET FASTENED BY 'SCHLAGE SECURITY HARDWARE'
TO WOOD JAMB WITH # 14 X 5/8`SMS 3/4"X 2"X 2-1/2"X .049"STEEL INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE �
5/16"X 1-5/8'LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH POSITIONED AT EYE LEVEL
(FULLY THREADED) FLAPS AND(5) OR(6)3/16`ALUM RIVETS
HEX WASHER HEAD TYPE A 1/2'X 1-3/4' X .058"FORMED STEEL SEE DETAIL ABOVE U G
ONE PER BRACKET f GLUED TO PANEL AND SECURED TO ANCHORS AT TRACK BRACKET:
I END STILE WITH (4) 3/16'POP RIVETS ���.yIIEDGE 3/B'DIA.POWER-BOLT BY'POWERS' '"
17 0
SOUTHERN PINE - ,`"a� 1 1-7/8"X 2-5/8" % 049'STEEL DISTANCE A) 2-MIN. EMBED INTO CONCRETE (3000 PSI MIN.)
0.55 5. e� CENTER STILE,GLUED AND RIVETED I 2" MIN. EDGE DISTANCE $'w'w
TO PANEL W/(4) 3/16°RIVETS dd 33 33
•1- MIN. POP RIVET$ \ °:' li-3/16 y8'DI H SLEEVE BY'HILTI' N W u u u
X 14 X 5/8"S.M.S.
DIST. 1 4/ HINGE 1-1/4" MIN. EMBED INTO CONCRETE OR FILLED BLOCK w o a z
i z
_ 2-1/4°MIN. EDGE DISTANCE INTO CONCRETE
I f 4" MIN. EDGE DISTANCE INTO FILLED BLOCK
11-3/I6'�
I -� CONCRETE f'c = 300D P51 MIN. moan$q 3
C-90 GROUT FILLED BLOCK I'm = 2000 PSI MIN.
1.9"X 2.19"X 3.3"X .090" ANCHOR TYPE A OR B Rus- "
STEEL TRACK BRACKETS , , , , , (1)PER BRACKET O
SEE SHEET 3 FOR SPACING - SEE SHEET 3 FOR BRACKET SPACING
Engr:JAVAD AHMAD to �
I 1
FU.PEM 70592 wmo wkhl�fkww. $' u
7-1/2"X .050° 7-1/2' X .071" 1/4-20 SS BOLT CA.N. 38
G/ALV. STEEL INTERIOR SIDE END ROLLER HINGE & NUTS
STEEL TRACK CENTER HINGE K015
14 GA.X 2-1/8'X 1"(STANDARD) 1.82" DIA.X .50"STEEL ROLLERS(STO.) �• fioducl drawing no.
12 CA. %3-5/16'% i-1/2"(OPTIONAL) 7/8`PUSHNUT 1.82"DIA. X .SD"NYLON ROLLERS (OPTIONAL) - On_rT
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 2.75"DIA. X.50"STEEL ROLLERS (OPTIONAL)— 69 G GG
W/ 1/4-20 X 5/8"TRUSS HD. 2.75"DIA. X .50" NYLON ROLLERS (OPTIONAL) C l
SLOTTED M.S.&LOCK NUT SECTION S-B WITH 5"STEM sheet 2 of J
1-1/2"X 1/2"X 1/8"HORIZ.ANGLE f\ m
/POP RIVETS 5/16"X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, FOR DOOR HEIGHTS UPTO 8 FT. o
2" / _ _ 5/16'SLEEVE ANCHORS CENTER SUPPORT REDD. ON DOORS WITHOUT INSULATION OR WINDOWS. N
2-3/4'X 5-1/2"X 3"X.104" EXREEDING 8 FT. IN HEIGHT 2"X 2"X I/8'HORIZ.ANGLE I
GALV.STEEL WITH 1-1/4" EMBED INE MASONRY
OP ROLLER BRACKET ON EACH SIDE 3 PER BRACKET II A FOR DOOR HEIGHTS ABOVE 8 FT.OR w
FASTENED W/(6) d 14 X 5/8"S.M.S. II 1 DOORS WITH INSULATION OR WINDOWS O w
SPOT WELDED TO HORIZ.TRACK 'P m
14 CA.CALV.STEEL ADJUSTABLE WITH TWO WELDS AT I-1/2'APART
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4' K 13 GA.STEEL PLATES
W/5/16-18%3/4"HEX HEAD WELDED TO 1-1/2-X 1-1/2"% 14 GA ANGLE _ A-r-J FIRST AT 3"O.C., REST AT 9"O.C.
/ - CONNECTED TO FLAG BRACKET ANCLE f N m
FASTENED TO TRACK - -- 4 In
M.SCREWS&NUTS. WITH 4 1 4-20 SS. BOLT&NUTS _ W/3/8-16 X J/4'BOLT&NUT
() I - - HORIZ.TRACK LENGTH = OPENING HEIGHT PLUS 12' AND TO SPRING SHAFT GUIDE WITH
TOP BRACKET - - (2) 1/4-20 X 5/8"BOLT&NUT 6S!
(STANDARD) TOP BRACKET Q.O
• (OPTIONAL)• C�i a
LOW HEADROOM DOOR 14 GA CALV.STEEL TRACK OW m
IT REINFORCEMENT m i c9 0
1/2"X 1-3/4'X.058"FORMED STEEL VERTICAL TRACK C IL Q A
GLUED TO PANEL AND FASTENED TO 2-1/8"X 1"X.080' Q ea r
VERTICAL STILES WITH E SECTION A-A y�2
2'%5-1/2'% .104 �tC O N '
(2)3/16`POP RIVETS GALV.STEELin
Q w 3 0
FASTENED W/(4)a 14 X 5/8"S.M.S. LL Z N-°w
TOP ROLLER BRACKET FOR J Z_
LOW HEADROOM DOOR OPTION DOOR ' SECTION HEIGHTS BRACKET PLACEMENTS ZZ�tyy
HORIZONTAL REINFORCEMENT Q Wel f
1/2"X 1-3/4"X.058'FORMED STEEL HEIGHT IST 2ND'3RD 4TH 5TH 81 B2 B3 B4 BS 86 B7 B8 _ L
GLUED TO PANEL AND FASTENED TO —) 6'-p" 18" 18" 18" 18"N/A 1`TO 2"11-3/4" 23" 34" 45" 56" 67" -�
VERTICAL STILES WITH - _ ro
(2)3/16'POP RIVETS 6'-6" 21" 18" 18"21"N/A 1"TO 2"11-3/4" 23' 34" 45 56 67"
- 5/16"MEETING RIB _21"21" 21"21"N/A t'TO 2"11-3/4" 23' 34" 45" 56 67"- -
PLASTIC/STEEL ROLLERS I_ 7'-6" 18" 1B" 18' 1B" IB"1"TO 2"11-3/4'_ 23' 34"_� 45" 56" 67" 78-1/4"
x I- .,.� - 00
8'-0" 21"18" 18"18" 21"1"TO 2"11-3/4" 23" 34" 45" 56" 67" 78-1/4` -
1.82' DIA X.50" x
�W/,q4 DIA.X 4-1/4'STEM =w '-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM O
® o M
x FOR ODORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10"O.C. u 1.)r7
OPTIONAL INSULATIONS: z¢ Q_j
BY'OYPLAST PRODUCTS LLC' w o w
EPS-EXPANDED POLYSTYRENE a o m 1.9'X 2.19"X 3.3'X .090 �' U= N
DENSITY 1.05 PCF o m / In Z I-to e
N.OA#11-0926.07 STEEL TRACK BRACKETS o co w iD
n 2-3/16' HIGH /
OR rn� I
ISO-25 POLY-ISOCYANURA7E m CONNECTED TO TRACK WITH / oof Q N
DENSITY-2.0 PCF ) 1/4'BOLTS&NUTS. / ._ 0 3 U N
-------N.O.A.d11-0926.06 �n _ _f O L
- OR
BY'CELLOFOAM NORTH AMERICA' j / m rn W
DENSITY= 1.03 PCF
OR #10-1129.04 m 1 N r
DENSITY=0.92 PCF m
N.O.A. g14-03I 1.08
m
14 GA GALV.STEEL 13
ROLLER HINGES FASTENED m N Cj
Cj
W/(6) # 14 X 5/8"SNS o o
_ m
MIN. .024'ROLL.FORMED STEEL PANEL
DRAWING DUALTTY G-40
_ MIN.YIELD STRENGTH= 39 KSI
-- ---'-- WRH PRIMER AND BARED-ON m i z
POLYSTER PAINTED TOP COAT TRACK CONFIGURATION
APPLIED TO BOTH SIDES OF STEEL
N �
r r
C
VERTICAL LIFE j H Lam[ STANDARD LIFT LOW HEADROOM 0 0
DOUBLE TRACK
12 GA.GALV,STEEL
BOTTOM BRACKET FASTENED AVAILABLE,TRACK OPTIONS
- w/(4) y 14 X 5/8"SMS o 0
EnAr.JAVAO ANMAD
CIVIL PRODUCT RENEWED
FLA.PE 70592 wosmoytr4 with ft F(odh $ I
C.A.N. 38
O BOTTOM SEAL OPTIONS �eolptum No S 4 O 4) o
SEE SHEET 5 24 v v! 0 5
R M no"C"m drawing no.
SECTION A-A 02-21
SEE SHEET 2 FOR LOCATION
OF REINFORCING TRUSSES sheet Sof 5
ft
J�4" REINFORCEMENT f m
y, IN. 1/2"X 1-3/4'X.058" o
IEDGE FORMED STEEL -
__ DIST. f�6% 1" _ N
i -1/2"MIN. I SELF DRILLING SCREWS — y6 X I-
1 o�
_ OR SELF DRILLING SCREWS Z /
I GE DIST. o I m 3/16"'RIVEX'STEEL RIVETS OR m rwj
o m N o MULTIGRIP W/DOME HEAD 3/16"'RIVEX'STEEL RIVETS d4
3voi w I \ �p AT 48"O.C. MULTIGRIP W/DOME HEAD
/I
:/D__� AT 48"O.C.REINFORCEMENO p
/ 1/2'X 1-3/4 X TEEL d
FORMED STEEL
28Y I 1/4"DIA.LAG SCREWS 28Y _ I 1 4"DIA.LAG SCREWS OF
WOOD BUSK I �-AT
6"FROM ENDS WOOD BUCK I SAT 6'FROM ENDS V U ~
1\ AND 15"O.C. MAX. I AND 15"O.C. MAX.
I I _
W'STRIP ADAPTER STELP O M
ALUMINUM ADAPTER O IL<a g l
0 d{r
tc
RUBBER W'STRIPPING RUBBER W'STRIPPING �r��0 h I
Q w 3 1L yl
Dsom Lri_o
--F T— oao --I J z f
J.4 .700 348 Q w f
LEI
I-�1.750� 1.79D----
0
BOTTOM SEAL OPTIONS
OPTION 'A' OPTION 'B
WOOD BUCK CONNECTION TO WOOD SUBSTRATE (WOOD SPECIFIC GRAVRY SG=0.55 MIN.) o Nei
r7
THE INSTALLATION METHODS SHOWN ABOVE SHOWS 2X6 SYP WOOD BUCK ATTACHMENT Lj
N Q J
TO WOOD STRUCTURES. IF THESE METHODS ARE FOLLOWED NO ADDITIONAL CALCULATIONS/DESIGN
WILL BE REQUIRED FOR DESIGN OF GARAGE DOOR ANCHORAGE.
FOR DOOR REPLACEMENT APPLICATIONS WITH NO ENGINEER OF RECORD, INSTALLATION MAY BE ._ _- -. Z H f�
VERIFIED AND APPROVED BY THE BUILDING OFFICIAL UPON INSPECTION. ANCHOR SPACING W w
_ ANCHORS STRUCTURE_ EMBED SPACING EDGE DIST. e pr O I
3 8 HLC SLEEVE 9Y HILTI CONC. r 1-1 4 8° 2"
3/8"CONFLEX BY 'ELCO' FILLED BLOCK' 2" 8' 3-3 4' I p 3
STEEL STRUCTURE BY OTHERS 3 8'DYNABOLT BY'ITW' CONC. 1-1.2 8" 2-1 2" O Z
3 8"POWER-BOLT BY POWERS' CONC. 8" 2" 4 '^
5/16"% 1-5/8' MUST SUPPORT THE LOADS IMPOSED J 8 SLEEVE-ALL.BY'SIMPSONS' CONC.__ _ rn "I
LAG SCREWS BY DOOR SYSTEM m
AT 12'O.C. CONCRETE Fe= 3000 PSI MIN. N
C-90 GROUT FILLED BLOCK Ym = 2000 PSI MIN. N
5/16"DIA BOLTS
rWITH WASHER &NUT
WOOD BUCK CONNECTION TO MASONRY �. •' I AT 12"O.C.MAX. EDGE
o
PRESSURE TREATED 2X6 SYP WOOD JAMBS WHICH SHALL BE ANCHORED 70 i w
GROUTED REINFORCED MASONRY BLOCK WALL OR CONC.COLUMN WITH 1 3
1/4"ULTRACON BY ELCO'WITH SPACING OF
12"O.C.INTO GROUT FILLED BLOCK WALL,WITH 2-1/4'MIN. EMBED g G
13"O.C.INTO 3000 PSI CONCRETE.WRII 1-3/4"MIN.EMBED1-1/4'X 2-1/2'X 14 GA o p
2-1/2"MIN. EDC E DISTANCE 11_1/p^ 1-1/2' CONT STEEL ANGLE 1-1/2" �+ o
TAPPER BY'POWERS'WITH SPACING OF 12 GA.GALV.STEEL i
11"O.C.INTO GROUT FILLED BLOCK WALL,WITH 1-1/2'MIN.EMBED —'LAI BRACKETS t3'LONG 2-1/8"X I"X 14 GA. 4i i
13'D.C.INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED 1/16'X 2-1/2' AT 12'O.C. IN DOOR OPNG. GALV.STEEL TRACK
3"MIN. EDGE DISTANCE FILLET WELDSIS'-
3/8"CONFLEX BY'ELCO'OR AT 12'O.C.MAX. AT NE O.C.ABOVE DOOR OPNC. FASTENED 4 TRACK PLATES e a y n
CONNECTED TO CONT.ANGLE W/(2) 1/4-20X5/B'TRUSS H0.
3/B"LOT BY'Il W'WITH SPACING OF _ W/(3)SPOT WELDS AT EACH SIDE SLOTTED M.S.&LOCK NUT v-
23"O.C.INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED ° a
3"MIN.EDGE DISTANCE CONTINUOUS ANLL TRACK REVFR� T A.K CONTINUOUS ANGLE TRACK m o^o g
TO ON R AND FII D B O K >
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF TO WOOD BUCK TO STEEL m u
10"O.C. INTO GROUT FILLED BLOCK WALL,WITH 1-1/4'MIN. EMBED,4"MIN. EDGE DIST. —�
15"O.C.INTO 3000 PSI CONCRETE.WITH 1-1/4"MIN.EMBED AND ALTERNATE TRACK INSTALLATION
2-1/2`MIN.EDGE DISTANCE Engr:JAVAD AHMAD o
PREPARATION OF JAMBS BY OTHERS CIVIL RENEWFA
4L i
FLA.PC p 74'0liIJfDp wily IILE FWriE� I
FOR NEW CONSTRUCTION ENGINEER OF RECORD OR ARCHITECT TO VERIFY C,A.N.35J88 BrWim(3D6
ADEQUACY OF SUPPORTING STRUCTURE TO SUPPORT LOADS IMPOSED ACetptAlo�Np�JTQ�[jQ.O� „ I�I
BY DOOR SYSTEM. �T_N„��jJ a le li
FOR DOOR REPLACEMENT IN RETROrIT BUILDINGS WITH NO ENGINEER OF C
RECORD,DOOR INSTALLATION MAY BE REVIEWED AND APPROVED BY By r
G drawing no
BUILDING OFFICIAL UPON INSPECTION. r1015 02-2111
ig
MAXIMUM EXTERIOR(+) LOAD PER JAMB = (16.16' X 62 PSF)/2 = 291 Lbs per FL. aX I�_
MAXIMUM INTERIOR(-)LOAD PER JAMB =(16.16' X 44 PSF)/2 =355.5 Lbs per Fl. sheet 40lf 5D
Fes-"-1-.250 19
* PLASTIC COMPLIES WITH .500
DOOR PANEL CHAPTER 26 OF FBC
24 GA.(.024)STEEL MIN. SEE EVIDENCE PAGEZ o
w
1.765 1.725 Q 4 r c�
N
7/16'DIA.WASHER Q m
1.144 0.w
#8 X 3/4'SNS 21 3/4-
rT-
I O7
1 I 0 3/8'FROM ENDS MAX• .176 F� .800 d C j M
A `'1 .III 11 II AND 7"D.C.MAX. WOW.WIDTH O
<� *EXTERIOR FRAME * INTERIOR FRAME O N c S
18 1/e" RIGID PVC ONE PIECE INJECTION RIGID PVC ONE PIECE INJECTION am:
}i LL ry
I 1` (4)d8 X 3/4'SMS `Y s O MAX. Q
:III ® 1-3/8'FROM ENDS ,o D.L.O. LL?In f m
I i I i ��I AND 6x1/2'D.C. MAX. J a mp_a pJp1
:III .175 X .062 DEEP
IIII GROOVE
PO
=tZo O KW III IIIIIII IIII IIIII
------1/4ROONATE LEXAN
BY'SABIC INNOVATIVE PLASTICS'
NOA X13-0717.01
/___
,J___ _ __ 1•J u_._.:�• __ _Ell
-j QJ
U2
Z03 _E —I,-v) .o
CWLd
o G
o
a.n
oto
U' N
in
'III � � •/-` a.,•� � � � Q�_v
I
Q Q w
I I v ~
IIII GROOVE
I I
I I 175 X.062 DEEP
_ o
T III [ q g W
0
'1 I (4)#8 X 3/4"SMS INSIDE ELEVATION c
a 1-3/8'FROM ENDS RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS
AND 6-1/2'D.C.MAX. WINDOW LITES CAN BE IN ANY LOCATION IN DOOR SECTION
I
I
18X 3/4"SMS C' o
JI III I II 0 3/8'FROM ENDS 175 X .062 DEEP
AND 4-1/2"O.C.M . GROOVE
AXo v n w
o y
In oo^o$�I3
#8 X 3/4'SMS
/
®3/8"FROM ENDS
AND 7'O.C. MAX. -' -
_____ _ ___________ Engr:JAVAD MiMAD PROW4?AEtdEWEU c
7/16"CIA WASHER
- - - - - - - - - - - -Z. - - - FLA.PN3538L705 2 Buildi0/CbA4��1110)F1�i�
----- CA . .. a
� Mmp.lcerb S-0�7 O ..
DOOR PANEL v 3 � -
V
24 GA. (.024)STEEL MIN. EXTERIOR C
DOOR PANEL 15/16"MIN. D.L.OPG. �J BY �eYI+IC�O� drowi
24 GA. (.024)STEEL MIN. GLAZING BITE
WINDOW WIDTH 02-21
sheet 5-f 5
' •1
These Tables Are For GARAGEDrQRS.IN
One and Two Family DwelGarage Doors Installed In Buildings
Mean Roof Height of 30' or Less Located in Exp sures B, C or D
Table R301.2(2) of the 5t' Edition FBC R asidential
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSFJ
0160 EXPOSURE 8 9'x 7'Door=+24.3 -27.5
Ell 60 EXPOSURE 113'16'x 7'Door=+23.3 -26.0
❑160 EXPOSURE C 9'x 7'Door=+29.5 -33:3 (1 sto and max 15'
�❑160-EXPOSURE-C"16"X'7'"Door=+28.Z--31:5-\ mean roof height)
❑160 EXPOSURE C 9'x 7'Door=+34.1 -38.5 (2 stoi y and max 30'
❑160 EXPOSURE C 16'X 7'Door=+32.7. -36.4 mean roof height)
❑160 EXPOSURE D 9'x 7'Door=+35.8 -40.5 (1 sto and max 15'
❑160 EXPOSURE D 16'x 7'Door=+34.3 -38.3 meap roof height)
❑160 EXPOSURE D 9'x 7' Door=+40.4 -45.7 (2 stc ry and max 30'
Ell 60 EXPOSURE D 16'x 7' Door=+38.7 -43.2 me n roof height)
❑150 EXPOSURE B 9'x 7'Door=+21.3 -24.1
0150 EXPOSURE B 16'x 7'Door=+20.4 -22.7
0150 EXPOSURE C 9'x 7'Door=+25.8 -29.2 (1 sk ry and max 15'
❑150 EXPOSURE C 16'x 7'Door=+24.7 -27.5 mean roof height,
❑150 EXPOSURE C 9'.x 7'Door=+29.9 -33.8 (2 st)ry and max 30'
[]I 5O EXPOSURE C 16'x 7'Door=+28.6 .-31.8 m n 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)
❑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 m n 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 inspectio6. 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# S(, .
AL-FARooQ CORPORATION
CONSU.CTING ENGINEERS & PRODUCT DEVECOPMENT
October%2014
Mr. Allen Berger
DAB Doors,.Inc.
121:95W 90 Avenue
Hialeah:Gardens, FL 33018
Re: Series:824 16'-2''x 16'=0"Garage Door
Drawing# 02-21.
Wood Buck Anchorage
Dear. Mr.Berger,
Inmaddi#ion to-the wood buck anchors listed in drawing#'02-21 for..an 16'-2"Sectional Garage
}
Door the 2x wood buck ean.be anchored into a wood substrate with%114"tag Screws anchors with 1-
172"min:embedment:and.3/4"-min:edge distance as listed,below:
NOA# Drmving#" Design'Load Wood Buck
d Anchor Spacing
12-01.10.14 01-21. +36.0,-40 psf 15."o.c.
PIease find attached supporting;alculations for:your reference. Please note that the above is
subject to Building Dept. approval. If you have any question s,'please feel free to call us..
Ve t 1, yours;
vadh NAd,:. E..
,_Chief gineer
C.Usersjvetunica.AFCENG011DocumentsSVeronicgDocumentsvB-(DA9)DaonIDAS-Wood Buck Ltr.01=21.doc
1235SW87'hAvenue ( Wiami,,FL 33174 Ti305.264:8100 �. 0'.'305.262:6918 . www.afcens.com, atfaroog(aafcenz.com
JOB'NO. Ay DATE SHEET NO.
AL-FAROOO CORPORATION AFCII- CHK. 4/4/2011
C. j
CGiENT PROJECT .
AB D40RS,.INC.. 824 SECTIONAL GARAGE DOOR-LN41
Gtttl h 2 ?1
EDGE
VST.
1
-1/2 MIN.
t EDGE DIST. w i m
d a N,In a .
03 O.
cmv 3
R 1/4 D1A CAG'SCREWS I/4-" DW tAG SCREWS
j�t'11a 26Y '-AT 6 FROM ENDS, 26Y `—AT 6" FRAM ANDS
WOOD Cit.
Wtl4[3 BU `. AND ts'r O.C: MAX. AND jam-sr O.C! MAX.
dw l,�N i
� E
WOOD BUCK CONNEt; o 'j0 WOOD 'SUBSTRATE
gnzh2r�!n�rr'�~'
T4 x
`GAN EB73$38
1 �
1!.F, x'7059?
1235;S:W $?th Avenue, Miami,`Florida 33174. Tel. {305} 2: 8, � 0
X'4 .I
SAL-FAROO.Q'CORPORATION C-2
DAB:DOQRS, .INC. L_G.1
824 GARAGE'DOOR WOOD,BUCKANCHOR CALC. 7/13112
Drawing# 02-2-I
-CONNECT 2x WOODBUCKS T6WOOD'SUBSTRATE
:SPAN = L FT 16.167
DESIGN LOAD POSITIVE = POP PSF 36.0.
LOAD I FT (POSITIVE DIR)
,R:= L* POP 12 LB/FT 291
PIVOT ABOUT POINT B
ECCENTICIT(' =e IR 2.455
':RESISTING ARM =,d IN 1.500
PULLOUT ON ANCHOR='T = R*ex/d LR 476
ANCHOR TYPE : 174" LAG'SCREW THRU 2X.WOOD.BUCK Wl 314" MIN.EOGE'DIST.
EMBEDMENT 1-112"
'S.UBSRATATE WOOD
ALLOWABLE TENSION =Ta (LB) (C-1) 624
SPACING REQ =°Ta/7*12 1:5.7
USE SPACING, (IN) - USE15" O:C.;OK BY`INSP.ECTIONII is.0
DOWEL-TYPE
11.2 Reference Withdrawal Design Val.
11.=2.1._Lag $creWS 71.2.1,.2 When lag screws aret loaded in withdrawal
from end grain;reference withdrawal design values,W,
11.2.1.1 The.reference withdrawal design values;in
pli
shallbe adItie l;by the end g"rain factor, Ces 0:75. z
pilin, of penetration, for.a.single lag screw:inserted:iii 112.1.3 When lag.sere�vs are loaded in.withtlraival,
side grain,with;the.,lag screwv`axis;perpe 'dicular to the the te>aslle strength of the lag screw. at the net {root)
wood fibems shall be det6nnined"from Table 11.2A;or sectioh'shall notbe:ex,ceeded(see 10.2.3).
Equation 11,2-.1; within the range of specific gravities:
;and screw diameters given,'in-Table 142A. Reference.
withdraw.al.design values,'W:sh6ltbe;multiplied by-911
applicable adjustment factors`(see Table 10:3.1) tc ob-
rain adjusted withdrawal design. Values,"W".
W.-1$Q0 G.3«[jp_14
Table ll.0 Lag Screw Reference 'Withdrawal Design Villues MY
`Tabulated withdrawal design values(V4'}are in'pounds per'inch"af theead.penetratton into side grain of.,m:lin.member.
L gn th of thread enetratiion in.main member shall xidfineltlde the,len iii of the,tapered ti ',(s ,Appendlx L).
Specific
Gravity, Utg,Scre)v,Unthreaded Shank Dlatmefer,D:
" S116r rt 31 S 1" '�l16"" 1/2u' S/8""` 3/4" 7f$" lit G: 114 l-'V81' 1414""
.
w AM
0 73 397 469 538 604 668 789 900 :1016 11231226 1327
=E41� SI6 X579# 540 X57 868 , x;974 1077s 176 1273 .
0;68- 35.7` 422�µ 4g4, 343 6017 709 813 9134 1009 1403 1193
0 67 349 x 413 X473 f 531 587 694 796 X893` £ 9i?a iQ78 ` 1167p
r;.
058 .2.8t 332 381 428 473' 559 041, 719 . 795 SO 940.
055 260 307 352 39.5 437 51f S92 734 8012 '868s
r . _ "664
..
0.51 232' 274 314 353 390 461 . 528 593: N 156 716 775__
0 54` 1x25 2G6 305 342 5 378 447 ' 5X3 76` z 4 636` ,695r 7-
0.49 21 ,.,.s `258 J, 296 332 3+67 434 .498. ~ _. 5594* 617 674 F730.
0 X47` 24?5 242 2 78 , 3°12 :345 408 467 525 580 634
686
0.46 199 235:' 269 -302 334 395 453 50s s62 613 664, k
04 1'S6 `'220 ?52 2:83 312, 369 423 475 525'= 5:7,4 62IV`
0.43,, 179 212 243 X73. 302: 357 409 459,E ry 508 554. 660
0 42 173 ;,205 235 264 2gt.,, 344::. 395 443 49Q` 535 "S79 j
0.41 167 198 226: 254 281 332 381 428, 473 516, 559
.0 44 , 16}. 190.; 2X°$ 245, 271 320 367 4I2 455` 497 . ,, 538
439 153 183 210 236 261 308 353 397 438 479` 518
0.38. 149 176- 2012 227 25.1 296 34.0 .3$1 , 422, 461 498;-. -
0.37 143 16919.4 M 241. 285 .326 367 405 443 479
137 163 186200, 231' 273 313 352 389 4425 460.
0.35 132 156: 179 200 222; 262 300 337 373 407 441
(, (1.34 110 l30 149' 16)` 185 218 250, 1 281. 311 339 367
Tabulated�viil"dcalsal dc5i n-valctes,{14}for lag screw connMivns shall be multiplied by all applicable adjustmentfactors'(iee Table
NAEMCAN WOOD COUNCIL