HomeMy WebLinkAboutEngineering PUSH NUT TOP FIXTURE 5-1/2"X 2-3/4'X 0.1" U
IP 7-1/2" 3"X 071" STEEL PLATE WITH ONE 5/16-18 MS W/NUT OPTIONAL DOOR VIEWER {f o
o GALV. STEE EL END ROLLER HINGE - FASTENED TO END STILE WITH TO BE INSTALLED AT a
W/ (6) 814 X 5/8"SMS (6),..814 X 3/4"SELF DRILLING SCREWS ANY CENTER STILE N
me SEE.-SHEET 3 FOR TOP BRACKET OPTIONS0
O 7-1/2-X 2-1/4-X GA. 0 a) CENTER STILES Q W
GALV. STEEL CENTER HINGE
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SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) Ick 1B o o O ¢
FASTENED W/(4) 814 X 1/2"S.M.S. 1^ 1IAA O n
FOMIN. LOCK 0 K Q W N 1 N
C"1012 REGARDING GARAGE DOORS TO B p ,. g =g LL 44ZII N LL� am
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.158 OLA.GALV.AIRCRAFT TYPE 8 o O
CABLE kNICO-PRESS SLEEVE
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MIN. 5 TO 1 SAFETY FACTOR m —
--
2-3/4'W X 5-5/8'H X.OBD"THK.
STEEL PLATE, 1-3/8"DEEP_
WITH (3) 814 X 3/4" LT ® o o n
SELF DRILLING SCREWS
BRACKET BRACKET I ¢J
STD. LIFT DOOR LOW HEADROOMZ I___ _ I N
DOOR OPTION i I � =vi�
DOOR e o e N DO in I
HEIGHT CONSISTS OF 7-7/8"X 3-1/8"X .010" I O_" �n
6'-B° 2 SECTIONS 18"2 SECTIONS 21" STEEL PLATE
W-c' 1 SECTION 18" 3 SECTIONS 21" WITH (4) 814 X 3/4"SDS OPTIONAL VENTS OPTIONAL FLUSH FACE L,A oLL O Z 2
7' 4 SECTIONS 21"- ((3) 5"WIDE AT 7'O.C. MAX. WOOD GRAIN DESIGN
7'-3" - - BPNG.AREA NOT TO EXCEED 120 SQ. IN. P. N
7'-6' 5 SECTIONS IB'- CENTER STILE MAX. DOOR WIDTH Ot
4 SECTIONS 16`1 SECTION 21'
S' 3 SECTIONS 18"2 SECTIONS 21` OUTSIDE DAD DOORS INC.
0'-3' 2 SECTIONS 16"3 SECTIONS 21' HANDLE END STILE _INSIDE ELEVATION Hurricane Master®Model 824/811 0
e'-6" 1 SECTION 18' 4 SECTIONS 21" RAISED PANEL EMBOSSED DOOR Max. Size 16'-2" X 16'-0" High
W-9" 5 SECTIONS 21'- With Window Lite Option
9' B SECTIONS 1B"- ° LOCK BAR GUIDES y7
W-3" 5 SECTIONS 18"1 SECTION 21" INSTALLED ON END STILE
9'-8" 4 SECTIONS 18"2 SECTIONS 21" WITH (4) 814 X 5/8"SMS DESIGN PRtS§URE RATING
B'-B' J SECTIONS 1B"3 SECTIONS 21" ° Q THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT ��` I 'dd h 4PQC 1 c R
10' 2 SECTIONS 18°4 SECTIONS 27'
AST X.6W LOCK BAR 1 1 2g
10'-3' 1 SECTION 1B" 6 SECTIONS 211 ENGAGES IN TRACK GENERAL NOTES 6
10'-8" B SECTIONS 21"- ON EACH SIDE OF DOOR -
10'-9" 0 SECTIONS IB"1 SECTION 21" CENTER STILES SCHEDULE'A' 1, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE y
11' 5 SECTIONS 1S'2 SECTIONS 21" OPTIONAL CENTER STILES CONFIGURATION REOUIREMEMS OF THE FLORIDA DUILOIND CODE 2010 EDRION INCLUOINO a
91,111
11'-3' 4 SECTIONS 18"3 SECTIONS 21' OUTSIDE KEYED LOCK DOOR WIDTHS j OF CEMER STILES HIGH VELOCITY HURRICANE ZONE.
11'-6" 3 SECTIONS 18"4 SECTIONS 21" LOCK BAR LOCKING SHOWN ® ®® ® 6'-0"TO B-10' 2 2, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.
11'-B" 2 SECTIONS 18`5 SECTIONS 21' ALT.TO LOCKS SHOWN ABOVE 10'-0'TO 11'-10' 2 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL v o n o
12 1 SECTIONS IB"6 SECTIONS 21' - DRESSING OR STUCCO.
12'-0"TO 13'•-10' 3
12'-3'7 SECTIONS 21"- I 3. ALL BOLTS, NUTS AND WASHERS SHALL BE ZINC PLATED CARBON STEEL. °3`=o
12'-B° B SECTIONS 16"2 SECTIONS 21" 8'-0"TO 9'-10" 14'-1 TO 15'-10" 4 > O
12'-B' S SECTIONS 10"3 SECTIONS 21" DOOR WIDTHS It" II"TO if -1 5 4, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN
17' 4 SECTIONS te'4 SECTIONS 21" THESE DETAILS ARE N()TPPRT OF THIS APPROVAL
13'-3*J SECTIONS 18"5 SECTIONS 21' j� _ 5, A LOAD DURATION.INCf{FA�E lS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. o Q
B PRODUCT RBVissU TI
13'-B' 2 SECTIONS T2_0 SECTIONS 21' En rr:JgVAD anreny
1J'-9' 1 SECTION 1B' 7 SECTIONS 21" - CML
14' 8 SECTIONS 21"- I FLA.PE Y 70582 ° PIft with th0 FIM& Yi
10'-0"TO 11'-10" 14'-0"TO 15'-10" CAN., 53Q IMi1d1111S Cope
14'-s' 6 SECTIONS 1B'3 SECTIONS 2I' DOOR WIDTHS DOOR WIDTHS i A�pODaI No
14'-8" 5 SECTIONS 18"4 SECTIONS 21' 4 O
14'-9" 4 SECITONS 18'5 SECTIONS 21" (� `' p1� Q�7p�y!'� O
15' 3 SECTIONS 10'B SECDONS 21' ®® 3 ® ®® INTI III III III ® ® ® ® ® V Q M� """ drawing n0.
15'-3" 2 SECTIONS 1B"7 SECTIONS 21' LLUII��" ��WIII __-p/Op ��
15'-8" 1 SECTON 18' 8 SECTIONS 21' N— � 02-21
SECTIONS 21' 151-11*TO 18'-2"
16' 6 SECTIONS 10"4 SECTIONS 21" DOOR WIDTHS DOOR WIDTHS I 6h0at Of rj
24 GA. STEEL PANEL 4ftU
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FLAPS BENT OVER PANEL Q
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BOTTOM SEAL OUTSIDE OF DOO Q lJi
.058 ALUM PLATE
WITH 1/8"X 1'S.M.S.0 48"O.C. - - Z w
AND RUBBER WEATHERSTRIPPING = 8
00(n m O I
1ST SECTION (BOTTOM) INTERMEDIATE SECTION TOP SECTION 0 3
Oz
#14 X 3/4" SELF DRILLING SCREWS CAN BE USED rn
OPTIONAL STOP MOULDING IN LIEU OF #14 X 5/8" SMS. N
BY DOOR INSTALLER SOLID BRASS DOOR VIEWER
❑ x
STEEL TRACK BRACKET FASTENED BY'SCHLAGE SECURITY HARDWARE' w
TO WOOD JAMB WITH # 14 X 5/8"SMS 3/4-X 2"X 2-1/2"X.049"STEELO
5/18"X 1-5/B"LAG SCREW 6 PER HINGE END STILE,CONNECT TO PANELS WITH INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE
(FULLY THREADED) FLAPS AND(5) OR(5)3/16"ALUM RIVETS POSITIONED AT EYE LEVEL
HEX WASHER HEAD TYPE A 1/2"X 1-3/4"X.058"FORMED STEEL SEE DETAIL ABOVE
ONE PER BRACKET GLUED TO PANEL AND SECURED TO ANCHORS:
END STILE WITH (4) 3/16"POP RNETS
SOUTHERN PINE EDGE ]/8"DIA POWER-BOLT BY'POWERS' $
0.55 S. " °a�� 1-7/8°X 2-5/8"K 049"STEEL DISTANCE ) ( ) 0
CENTER STILE,GLUED AND RIVETED A 2"MIN. EMBED INTO CONCRETE 3000 PSI MIN.
TO PANEL W/(4)3/16"RNEfS 3/16" 2"MIN. EDGE DISTANCE E
1- MIN. POP RNETS •P�:". 1_-3 18 C
A 14 X 5/6"S.M.S. /. 3/8"DIA.HLC SLEEVE BY'HILTI' u
DIST. 4/HINGE °�' °�,', ''• B) 1-1/4"MIN. EMBED INTO CONCRETE OR FILLED BLOCK 5 g
I 1 \.'
2-1/4"MIN. EDGE DISTANCE INTO CONCRETE
1
4"MIN. EDGE DISTANCE INTO FILLED BLOCK
CONCRETE Pc =3000 PSI MIN. m m
C-90 GROUT FILLED BLOCK f m a 2000 PSI C MIN. 0
.SNo��=o0
1.9"X 2.19"X 3.3"X 090" R B
STEEL TRACK BRACKETS 1 I I I I (1)PER BRACKET O
SEE SHEET 3 FOR SPACING SEE SHEET 3 FOR BRACKET$PAgfAQ .
�n9r:-JACNqILAHAIM m ODIlOFRBVISHD o 0
o FLA.PE 9 70592 BpR,R;y omqACode wilh the FIaiO� $ 1
1/4-20 55 BOLT C.A.N. 538• AOpp�No 12- 11
7-1/2"X.050" ton o ;?
INTERIOR SIDE ec NUT i � � S
GAW. STEEL' 7-1/2"% .071" 4 `
STEEL TRACK CENTER HINGE END ROLLER HINGE
14 GA.X 2-1/8"% 1"(STANDARD) 0'6 Z M' ProdUtl ContW drawing no.
12 GA•X 3-5/16"X 1-1/2"(OPTIONAL) 7/8°PUSHNUT 1.82"DIA.% .50"STEEL ROLLERS(STD.) �7
FASTENED TO TRACK PLATES INSTALLED ON ROLLER SHAFT 1.82"DIA. % .50"PLASTIC ROLLERS (OPTIONAL) - O2-G1
W/ 1/4-20
K 5/8°TRUSS HD. 2.75"DIA.X.50"STEEL ROLLERS (OPTIONAL) `
SLOTTED M.S.k LOCK NUT SECTION B-B WITH 4-1/4"STEM sheet ZOf 5
POP RIVETS 2 X 2 X 1/8'HORIZ.ANGLE r, bmo
5/16'X 1-5/8"LAG SCREWS INTO WOOD OR HORIZ.TRACK SUPPORT, SPOT WELDED TO HORIZ.TRACK �V Q
• ` 2-3/4"X 5-1/2"X 3"%.104" _ - 5/16"SLEEVE ANCHORS CENTER SUPPORT REOD. ON DOORS WITH TWO WELDS AT 1-1/2"APART N
GALV. STEEL WITH 1-1/4"EMBED INTO MASONRY EXREEOING 8 FT. IN HEIGHT-_ FIRST AT 3"O.C. I
OP ROLLER BRACKET 3 PER BRACKET II A REST AT 9"O.C. o
FASTENED W/(6) 9 14%5/5'S.M.S. II -I CONNECTED TO FLAG BRACKET ANE! Z
14 CA.GALV.STEEL ADJUSTABLE 3/4'BOLT&NUT 2
SLIDE FASTENED TO BRACKET 2-1/2"X 4-1/4"X 13 GA. STEEL PLATES ANMD TO SPRING$HAFT GUIDE WITH
W/5/18-18 X 3/4`HEX HEAD - - WELDED TO 1-1/2"X 1-1/2" X 14 GA,ANGLE -- A+J (2) 1/4-20 X 5/5'BOLT&NUT f"w
M, SCREWS&NU15. FASTENED TO TRACK - __ C
TOP BRACKET _ _ WITH (4) 1/4-20 SS. BOLT&NUTS -- HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" O w
C
(STANDARD) TOP BRACKET
(OPTIONAL)
LOW HEADROOM DOOR VERTICAL TRACK C Ui v
14 GA.GALV. STEEL TRACK 2-1/8"X 1"X.08D" 0 O `4
HORIZONTAL REINFORCEMENT SECTION A-A a 0 w °o
1/2"X 1-3/4"X.058"FORMED STEEL C40
GLUED TO PANEL AND FASTENED TO
VERTICAL STILES WITH 'T anD
(2)3/16"POP RIVETS 2"X 5-1/2`X ,104" Q, O n
, .STEEL
FASTENED W (4 14%5 B'S.M.S. w N
TOP)ROLLER BRACKET FOR u'Z tog
LOW HEADROOM DOOR OPTION • .I Q
HORIZONTAL REINFORCEMENT DOOR SECTION HEIGHTS BRACKET PLACEMENTS Q��� r,{
1/2"% 1-3/4'X.058"FORMED STEEL HEIGHT 1ST 2ND 3RD 4TH 5TH B1 B2 B3 94 B5 BB 87 B8 F
GLUED TO PANEL AND FASTENED TO 0.
VERTICAL STILES WITH 8'-0' 1B`18" 18" 18"N/A 1" 11-3/4" 23" 34" 45" 56" 67° - z
(2)3/18'POP RIVETS M 6'-6" 21"18" 18"21"N/A 1" 11-3/4" 23" 34" 45" 56"
5/16"MEETING RIB 7'-0" 21"21 21"121"N/A 1" 11-3/4" 23" 34" 45" 56" 67' -
7'-8" 18" 18' 18" 1" it-3/4" 23" 34" 45" 56" 67° 78-1/4
PLASTIC/STEEL ROLLERS � a0
®, N 8'-0' 21"18" 18" 18' 21" 1" 11-3/4" 23" 34" 45" 56"
1.82"DIA.% 50" E3 0O
W/.44 DIA. x ED •-SECTIONS ARE NUMBERED STARTING AT THE BOTTOM
X 4-1/4"STEM o M
Q O x FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10` O.C. LI.j
OPTIONAL INSULATIONS: Q
BY'DYPlA5T PROD 1.TS 11W g � N V a
0 01.9"X2.19"X3.3"X .090" N
EPS-EXPANDED POLYSTYRENE STEEL TRACK BRACKETS z W
DENSITY 110 PCF i. 2-3/16'HIGH e00
N.OA X07-1107.08 m CONNECTED TO TRACK WITH V)rn
SO-25 POLY-ISOCYANURATE m ) 1/4"BOLTS&NUTS. _ o O Z
_ DENSITY-2.0 PCF io
ORA 007-0301.10 & ❑ u„Z
9V'INSUOAM ' mm rY^i
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DENSITY 0.92 PCF O z
N.O.A.#07-1016.07 N
14 GA.GALV.STEEL
ROLLER HINGES FASTENED —EY 11
W/(6) # 14 X 5/5"SMS m
MIN. 024'ROLL FORMED STEEL PANEL — p
DRAWING QUALITY c-40
MIN.YIELD STRENGTH -39 KSI
WITH PRIMER AND BAKED-ON u a
c
APPLIED TOP BOTH SIDES OFT ELL TRACK CONFIGURATION o�19
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N O p ry n$rd d
VERTICAL LIFT HIGH LIFT STANDARD LIFE LOW HEADROOM o w LL u
12 GA GALV.STEEL 1 DOUBLE TRACK
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' 0rpintidn 5
BOTTOM SEAL v 5
.058 ALUM PLATE
WITH 1/8"X 1"S.M.S.0 48"O.C. O
Mich Q�tm1 drawing no.
SECTION A-A AND RUBBER WEATHERSTRIPPING OG Gn—n�
SEE SHEET 2 FOR LOCATION .1v
OF REINFORCING TRUSSES cheek 3 of 5
IN. u
DGE
DIST. �� N
= 1-1/2"MIN. N
o 1 E DIST. o I m o
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2�. 1/4"DIA. . SCREWS 28Y 1/4"DIA.LAG SCREWS
WOOD BU
AT 6'FROM ENDS WOOD BU I AT 8"FROM NDS
AND 15'O.C.MAX. AND 15'O.C. MAX, 0 8 't
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WOOD BUCK CONNECTION TO WOOD SUB TRAT �I W
ANCHOR SPACING o3 M
ANCHORS STRUCTURE EMBED SPACING EDGE DISE. ;r7
3/8"HLC SLEEVE BY HILT CONC. 11-1/4"1 B' 2"
3 8'HLC SLEEVE BY'HILT]' FILLED BLOCK 1-1 4 B' Q
3 8"DYNABOLT W'ITW CONC. 1-1 2 B' 2-1°2
LAG SCREWS STEEL STRUCTURE BY OTHERS
,+38;;
B DYNABOLT BY I FILLED BLOCK 1-1/2-1 B" 3-3 4 Z V e
AT 12"O.C. MUST SUPPORT THE LOADS IMPOSED .30 POWER-BOLT BY POWERS CONC. 2" B" 2" — e
BY DOOR SYSTEM 3 8 SLEEVE-ALl BY SIMPSONS CONIC. 1-1 2 B" 3' 8 �rn C3 1
CONCRETE ice 3000 PSI MIN. O Z
0-90 GROUT FILLED BLOCK fm =2000 PSI MIN.
_ 5/18"DIA. BOLTS O
WOOD F AM BUILDING S : '
WITH WASHER k NUi
Lo
�,' AT 12"O.C. MAX. m
STUD WALLS DR DOOR OPENING(NOT BY DAB DOORS) EDGE DIST.
• N Q ..•_
SHALL BE FRAMED SOLID BY NOT LESS THAN 1
(3)2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER 0
WOOD STUDS. '
SND WALLS TO BE CONT.FROM FOOTING TO TIE BEAM.
ENGINEER OF RECORD TO VERIFY ADEQUACY OF THEI 1-1/4"X 2-1/2"X 14 GA
SUPPORTING STRUCTURE. 1-1/2" CONI'.STEEL ANGLE 11-i/2" u 8
WOOD BUCK CONNECTION TO MASONRY 12 GA CALV.STEEL
FLAT BRACKETS f3'LONG 3 €
TRACK SHALL BE SECURED WITH CONT.STEEL ANGLE H PRESSURE AT 12"O.C. IN DOOR OPNG. c btttgiii
TREATED 2%8 SYP WOOD JAMBS WHICH SHALL BE ANCHORED TO o
GROUTED REINFORCED MASONRY BLOCK WALL OR CONIC. COLUMN WITH
AT I8"O.C.ABOVE DOOR OPNG.
CONNECTED TO CONT,ANGLE p
1/4"ULTRACON BY'ELCO'WITH SPACING OF W/(3)SPOT WELDS AT EACH SIDE 2-1 8 % 1'X 14 GA.
1B"O.C. INTO BLOCK WALL,WITH 2-1/4"MIN.EMBED GAL STEEL TRACK d H=a
13"O.C. INTO 300D PSI CONCRETE,WITH 1-3/4"MIN. EMBED FAST((EN))ED//TO TRAC/K PLATES
2-1/Y MIN.EDGE DISTANCE SLOTTEDIFI.S.&LOCK 0X5/6' NTRUSS NO.
UT
1/4'TAPPER BY'POWERS'WITH SPACING OF c $$o
11°O.C. INTO BLOCK WALL,WITH 1-1/2'MIN. EMBED o o n o e A
13"0.0. INTO 3000 PSI CONCRETE,WITH 1-3/4"MIN. EMBED
3"MIN. EDGE DISTANCE
ALTERNATE TRACK INSTALLATION L c o w 4
3/8'CONFLEX BY'ELCO' OR O
3/B'LDT BY'ITW'WITH SPACING OF
23"O.C. INTO 3000 PSI CONCRETE,WITH 2-1/2"MIN. EMBED a
3"MIN. EDGE DISTANCE r:JAV DNIMAD . Yo
3/8'HLC SLEEVE BY'HILTI'WITH SPACING OF CIVIL FRODT1CP REVISED
FLA.PEN 7b,492 ...M`00-8 wish a-"'S $
13 O.C.INTO BLOCK WALL,WITH ,WITH
MIN. EMBED,4'MIN. EDGE DISI. .0.11.N; 618 ^���
75"O.C. INTO 3000 PSI CONCRETE,Wi7H 1-1/4"MIN. EMBED AND yy
2-1/2"MIN.EDGE DISTANCE BtpueNmo
Lian
WITH THE BFOUR WA 5LBARSISSHALL EXT NDNGEGROUT FILLED INTO FOOTING ANDDINTO TIERCED BEAMS id
OCootrel drawing no.
ALL BARS SHALL BE CONTINUOUS FROM TIE BEAMS TO FOOTING. Fly
PREPARATION OF JAMBS BY OTHERS G I
sheet 4of 5
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* PLASTIC COMPLIES WITH
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24 GA. (.024)STEEL MIN. SEE EVIDENCE PAGE o
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DOOR PANELJ EXTERIOR B"Mw / 1y o
R PANEL 24 GA. (.024)STEEL MIN. 15/16"MIN. D.L.OPG. 1,0�� By drawing no.
DOO
24 GA. (.024)STEEL MIN. GLAZING BRE N O Al efMuQUtIC.nnMol 02-21
WINDOW WIDTH
sheet 5 of 5
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
October 9, 2014
Mr.Allen Berger
DAB Doors, Inc.
12195 NW 98`4 Avenue
Hialeah Gardens,FL 33018
Re: Series 824 16'-2"x 16'-0"Garage Door
Drawing 9 02-21
Wood Buck Anchorage
Dear Mr. Berger,
In addition to the wood buck anchors listed in drawing#02-21 for an 16'-2"Sectional Garage
Door the 2x wood buck can be anchored into a wood substrate with 1/4"Lag Screws anchors with l-
1/2"min. embedment and 3/4"min. edge distance as listed below:
NOA# Drawing# Design Load Wood Buck
(Pd). Anchor Spacing
12-0110..14 02-21 +36,0,44,0 psf 15"o.c.
Please find attached supporting calculations for your reference. Please note that the above is
subject,to Building Dept. approval. If you have any questions,please feel free to call us.
Very t ly/,yours,
4 -
wad gid;ZE.
Chief gineer -
h
C.-I Userslyeronlco.AFCENGollDocumentsIVeronicoDocumentsll8(DAB)DoorslDAB-.Wood Buck Ur 02-21400
it
1235 SW 871h Avenue Miami,FL 33174 T:305.264.8100 F:305.262.6978 www.afceng.com alfarooq(@afceng.com
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AL-FAROOQ CORPORATION C-2
I' DAB DOORS, INC. L.G./
824 GARAGE DOOR WOOD BUCK ANCHOR CALL. 7/13/12
Drawing # 02-2.1
CONNECT 2x WOOD BUCKS TO WOOD SUBSTRATE
SPAN = L. FT 16.167
DESIGN LOAD POSITIVE = Pdp PSI 36.0
LOAD /FT (POSITIVE DIR)
R = L* Pdp /2 LB/FT 291
PIVOT ABOUT POINT B
ECCENTICITY =,e IN 2.455
RESISTING ARM =d = IN 1.500
PULLOUT ORANCHOR=T= R*ex/d. LB 476
ANCHOR TYPE : 1/4" LAG SCREW THRU 2X WOOD BUCK W/314" MIN EDGE DIST.
EMBEDMENT 1-1/2"
SUBSRATATE WOOD
ALLOWABLE TENSION =Ta (LB) (C-1) 624
SPACING REQ = Ta/T*12 15.7
USE SPACING (IN)- USE 15" O.C.OK BY INSPECTION// 15.0
OCT- 0 2014.
+
11.2 Reference Withdrawal Design Values
11.2.1 Lag Screws 11.2.1.2 When lag screws are loaded in withdrawal ;
from end grain,reference withdrawal design values,W, s
11.2.1.1 The reference withdrawal design values,in shall be multiplied by the end grain factor, Cgs=0.75.
lb/in. of penetration, for a single lag screw inserted in 11.2.1.3 When la screws are loaded in withdrawal,
side grain, with the lag screw axis perpendicular to the the tensile strength of the lag screw at the net (1709#)
wood fibers, shall be.determined from Table. 11.2A or section shall not be.exceeded(see 10.2.3}.
Equation 11.2-1, within the range of specific gravities
.and screw diameters given in Table 11.2A. Reference
withdrawal design values,W,shall be multiplied by all
applicable adjustment factors (see Table 10.3.1) to ob-
tain adjusted wzthdrawlit design values,W'.
W=1800 GanD3;4
Table 11.2A Lag Screw Reference Withdrawal Design Values (W)' .
Tabulated withdrawal design values Mare in pounds per inch of thread penetration into side grain of main member.
Length of thread penetration in plain member shall not include the length of the tapered ti" (see Appendix L).
Specific
Gravity, Lag Screw Unthreaded Shank Diameter,D
G 114" 5/16'7 3/81t 7116" 1/2" 5/8" 3/4" 1 7/8" 11" 1-1/8" 1-11411
0.73 397 469 538 604 668 789 905 1016 1123 1226 1327 W,,
_,10.11:1, 381 :450 51.6:. 579 ,_, 640' 757: 868 :;974 1077; I176 3273
0.68 357 422 484 543 6.60 709 813 913. 1069 1143 1193
0 67 349 8413 473 531 :587 694: 796 893 987 1078 1167
0.58 .281332 381 428 473 559 641 719 795 869. 940
,. re
:.:0.55`: 260 -307-- 352 395; 437 516; 59"� . . : .d64..___ 734 80? :868
n.,..
0.51 232 274 314 353 390 461 528 5.93 656 716 775
0 50 X25 `266 :; 305' 3.42 378 <` 447 513 ;576 63G 695 752 ..r
0.49 218 258 296 332 3.67 . 434 498 559 617 674 730
0 47 205 242 278. 32 345 463 467 5?5 580 r 634 686
0.46 199 235 2269 302 334 395 453 508 562 613 664
6:44` . 186 220 y ?52. 2`83 312: 369 423 -175 `: 525' 574 621
w.
0.43 . 179 212 243 273 302 357 409 459 508 554 600
0 42 173., 205: :235 264 291. 344: 395 443 ., p 490' 535 579
0.41 167 198 226 254 281 332 381 428 473 516 559
0.40 . 161 190 218 ` . .245 271 320. ` 107 422 455 .07 .: :538
0.39 155 183 210 236 261 308 353 397 438 479 518
0.38 149 1'76. 202 227 25.1 296 340 381, 422 461 498
0.37 143 169 194 218 241 285 .326 367 405 443 479
0.36 137 I63 186 209 231 273 313 352 3i9 425 460
0.35 132 156 179 206 222 262 300 337 373 407 441
0.31 1 110 1 130 1 149 167 1 185. 1 218 1 250 1 .281 1 311 1 339 1 367 _
1.Tabulated withdrawal design sllues(1v)for lag screw connections shall be multiplied by all applicable adjustment factors lsec Table 1{1.3.1).
AMERICAN WOOD COUNCIL
These Tables Are For GARAGE DOORS IN
One and Two Familv Dwellings
Garage Doors Installed In Buildings with a
Mean Roof Height of 30' or Less Located in Exposures B,C or D
Table R301.2(4)
COMPONENTS AND CLADDING WORST CASE DESIGN PRESSURE [PSF]
❑160 EXPOSURE B 9'x 7' Door =+26.7 -30.2
Ml 60 EXPOSURE B 16'x 7' Door =+25.6 -28.5
❑160 EXPOSURE C 9'x 7' Door = +32.4 -36.6 (1 story and max 15'
Q1"60 EXPOSURE C 16"XT Door =+`31.0 -34:5 mean roof height)
MI 60 EXPOSURE C 9'x 7' Door =.+37.4 -42.3 (2 story and max 30' .
❑160 EXPOSURE C 16'X 7' Door -t35.9 -39.9 mean roof'height)
❑160 EXPOSURE D 9'x 7' Door=+39.3 -44.4 (1 story and max 15'
❑160 EXPOSURE D 16'x 7' Door=+37.7 -41.2 mean roof height)
❑160 EXPOSURE D 9'x 7'Door=+44.3 -50.2 (2 story and max 30'
❑160 EXPOSURE D 16'x 7' Door=+42.5 -47.4 mean roof height)
1-1150 EXPOSURE B 9'x 7' Door =+22.8 -25.8
❑150 EXPOSURE B 16'x 7' Door =+21.8 -24.3
❑150 EXPOSURE C 9'x 7' Door=+27.6 -31.3 (1 story and max 15'
❑150 EXPOSURE C 16'x 7' Door=+26.4 -'29.5 mean roof height
❑150 EXPOSURE C 9'x 7' Door=+32.0 -36.2 (2 story and max 30'
❑150 EXPOSURE C 16'x 7' Door +30.6 -34.1 -mean roof height)
❑150 EXPOSURE D 9'x 7' Door =+33.6 -38.0 (1 story and max 15'
❑150 EXPOSURE D 16'x'7' Door =+32.1 -35.8 mean roof height)
Ell 50 EXPOSURE D 9'x 7' Door =+37.9 -42.9 (2 story and max 30'
F-11 50 EXPOSURE D 16'x 7' Door =+36.2 -40.4 mean roof height)
Notes:
■ Secure existing bucks per the Product Approval or Design Professional
Instructions prior to installing the door. Have product-approvals
available at the time of inspection.
■ Glazing in Garage doors must comply with R301.2.1.2 (Glazing must
be impact resistant or shuttered)
Miami Dade N.O.A or Florida Product Approval# ^-CD O