HomeMy WebLinkAboutJAMB CONNECTION SUPPLEMENTSCANNED
BY
St. Lucie Counts/
A Division of Overhead Door Corporation
r v "COPY
'LE
Jamb Connection
Supplement
This document provides a series of connection schedules and basic detailing concepts for the
connection of garage door jambs to building frames with the use of various fasteners.
DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document.
P/N 324620 Rev. P16
Its a,
SCHEDULEI
5/16" DIAMETER LAG SCREWS ��LE COPY
MAXIMUM SPACING OF LAG SCREWS PERJAMB IN
MAIN SUPPORT MEMBER SPECIES
SYP
SPECIFIC
GRAVITY -0.55
DOUGLAS FIR
SPECIFIC
GRAVITY -0.46
SPF
SPECIFIC
GRAVITY -0.42
LOAD PER
JAMB LB/FTrvo*e3
100
24 '
24
24
120
24
24
24
140
24
24
24
160
24
24
24
180
24
24
24
200
24
24
24
220
24
24
22
240
24
24
20
260
24
22
19
280
24
20
17
300
24
19
16
320
22
18
15
340
21
16
14
360
20
16
13
380
19
15
13
400
18
14
12
420
17
13
11
440
16
13
11
460
15
12
10
480
15
12
10
500
14
11
10
620
14
11
9
540
13
10
9
560
13
10
8
580
12
9
8
600
12
9
8
620
11
9
8
640
11
9
7
660
11
8
7
680
10
8
7
700
10
8
7
720
10
8
6
740
9
7
6
760
9
7
6
780
9
7
6
800
9
7
6
\0%1111111/1�///
\\\\ d S. 8- Z) ////
1No.51737
�4 �, STATE OF
�O�` �!cGOR10P:•��2��
1. BASED ON 5/16" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32"
THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE.
2- PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE' DESIGN LOAD = 30psf
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft
4. CHART IS BASED ON 6-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE.
IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7. MINIMUM EDGE DISTANCE SHALL BE 1/2°, MINIMUM FASTENER SPACING SHALL BE 1-1/2",
AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING.
8. LAG SCREWS SHALL CONFORM TO ANSI /ASME STANDARD B18.2.1.
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:56:33-06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203
Revision P16
SCHEDULE 2 0 LE co- Py
16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS
MAXIMUM NAIL SPACING PER JAMB IN
MAIN SUPPORT MEMBER SPECIES
SYP
SPECIFIC
GRAVITY -0.55
DOUGLAS FIR
SPECIFIC
GRAVITY -0.46
SPF
SPECIFIC
GRAVITY -0.42
LOAD PER
JAMB LB/FT NOTES
100
24
24
19
120
24
20
16
140
21
17
14
160
18
15
12
180
16
13
10
200
15
1 12
9
220
13
11
8
240
12
10
8
260
11
9
7
280
10
8
7
300
10
8
6
320
9
7
6
340
8
7
n/a
360
8
6
n/a
380
1 7
6
n/a
400
7
6
We
420
7
n/a
n/a
440
6
n/a
n/a
460
6
n/a
n/a
480
6
n/a
n/a
500
6
n/a
n/a
520
n/a
n/a
n/a
540
n/a
n/a
n/a
560
n/a
n/a
n/a
580
n/a
n/a
n/a
600
n/a
n/a
n/a
620
n/a
We
n/a
640
n/a
n/a
n/a
660
Na
n/a
n/a
680
n/a
Na
n/a
700
n/a
n/a I
n/a
720
n/a
n/a
n/a
740
n/a
n/a
n/a
760
n/a
n/a
n/a
780
n/a
n/a
n/a
800
n/a
n/a
n/a
N.
# E I ISC4P �i//
cENsg•F4 '��
No. 61737
r
*; * i*E
i
•0 �, STATE OF .' W
14
• �/
z,04, 0R1�N� .
041il ION' ;
1. BASED ON 16d COMMON WIRE NAILS (0.162"4-1/2") OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2")
WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER.
2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A
MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD =30psf
DOOR WIDTH= 16ft
LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft
4. CHART IS BASED ON V-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTERMOUNTEDTO SUPPORT STRUCTURE.
IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD.
Digitally signed by John E. Scates, P.E.
Approved Date: 2015.02.20 09:56:58 -06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE S6308IF2203 Revision P16
ILE COPY
SCHEDLILE3
318"6 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE
MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN)
LOAD PER
JAMB LB/FT NOTE'
2000 PSI
CONCRETE
2500 PSI
CONCRETE
3000 PSI
CONCRETE
100
24
24
24
120
24
24
24
140
24
24
24
160
24
24
24
180
24
24
24
200
24
24
24
220
24
1 24
24
240
24
24
24
260
24
24
24
280
24
24
24
300
24
24
24
320
24
24
24
340
24
24
24
360
23
24
24
380
22
24
24
400
1 20
24
24
420
19
24
24
440
19
23
24
460
18
22
24
480
17
21
24
500
16
20
24
620
16
20
24
540
15
19
23
660
14
1 18
22
580
14
18
21
600
13
17
20
620
13
16
20
640
13
16
19
660
12
15
19
680
12
15
18
700
11
14
17
720
11
14
17
740
11
14
16
760
11
13
16
780
10
13
16
800
10
13
15
� oIIII II////
�J� ax E. SQgp01
• No. M737
4 t STATE OF ; W C
1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER
WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3".
2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BYTAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD =30psf
DOOR WIDTH = 161t
LOAD PER JAMB = 30psf x 16fY2 = 240lb/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE.
IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3.
Digitally signed by John E. Scates, P.E.
Approved Date: 2015.02.20 09:57:27 -06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203 Revision PI
SCHEDULE4
3/8"0 SIMPSON TITEN HD SCREW ANCHORS
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FT NOTE
2500 PSI
CONCRETE NOTE I
4000 PSI
CONCRETE NOTE 1
2000 PSI GROUT
FILLED CMUNOTEI
100
24
24
24
120
24
24
24
140
24
24
24
160
24
24
24
180
24
24
24
200
24
24
24
220
24
24
24
240
24
24
24
260
24
24
16
280
24
24
16
300
24
24
16
320
24
24
16
340
24
24
16
360
24
24
16
380
24
24
8
400
24
24
8
420
24
24
8
440
24
24
8
460
24
24
8
480
24
24
8
500
24
24
8
520
24
24
8
540
24
24
8
560
23
24
8
580
22
24
8
600
21
23
8
620
21
22
8
640
20
22
8
660
19
21
8
680
19
20
8
700
18
20
8
720
18
19
8
740
17
19
WA
760
17
18
N/A
780
16
18
N/A
800
16
17
N/A
`" %ollI I I11////
�p,y�pENB�c•01
No.51737
.O i STATE OF ; 14E
1. BASED ON 318"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED
CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/411.
2. BASED ON 318"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A
MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4", AND A MINIMUM END DISTANCE OF 4".
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476.
3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD =30psf
DOOR WIDTH =16ft
LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE.
IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4.
8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:58:01-06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203
Revision P16
SCHEDULES
3/8" 0 HILTI KWIK BOLT 3 EXPANSION ANCHOR
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FT NOTE°
1 2500 PSI
CONCRETENOTE'
4000 PSI
CONCRETE NOTs'
2000 PSI GROUT
FILLED CMUNOTE2
100
24
24
24
120
24
24
24
140
24
24
24
160
24
24
24
180
24
24
24
200
24
24
24
220
24
24
24
240
24
24
24
260
24
24
24
280
24
24
24
300
24
24
24
320
24
24
16
340
24
24
16
360
24
24
16
380
24
24
16
400
24
24
16
420
24
24
16
440
24
24
16
460
24
24
16
480
24
24
8
500
24
24
8
520
24
24
8
540
24
24
8
560
24
24
8
580
24
24
8
600
23
23
8
620
22
22
8
640
22
22
8
660
21
21
8
680
20
20
8
700
20
20
8
720
19
19
8
740
19
19
8
760
18
18
8
780
18
18
8
Boo
17
17
8
21 'i ME � .--'A ANN
• No. 51737
O STATE OF
�iI%\ :FL0RIOP�•\2
0/1111110
1. BASED ON 3/8"0 HILTI KWIK BOLTS EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT
UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 311.
2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A
MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4".
ONLY ONE ANCHOR PER MASONRY UNIT
CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476.
3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD =30psf
DOOR WIDTH =16ft
LOAD PER JAMB = 30psf x 16ft/2 > 2401b/ft
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY>=0.42)
LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE.
IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION.
7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4.
8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:58:27 -06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203
Revision P16
wa�cm
paiton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(050) 474-9890
IVI
%1,1111111/1'r
No. 51737
OF
O.t
Digitally signed by John E Scates, P.E.
Date: 2015.02.20 09:58:53 -06'00'
JU1H E SG1E5, PE
]131 f/JFGAIE DR.
CNd1O1.1W. llt'ISCO)
f1 PE 31») 1X PE XJJO/f33O]
PROfLSSW& ENONEFA'S SEAL PROMDED ONLY FOR
Y nmm YF wi O DM, crosmu6m mmm
1 S POST REI
1 ^ SYSTEMS.
6' MAX.
6' A
DETAIL I
MINIMLM 2500 PCI [ONMETF
NOEL MAKIMUM DESIGN LOAD
CAPACITY OF 2085 MS.
:K
N TIER HO SCREW
1-1/4' WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4' AND A MINIMUM EDGE
DISTANCE OF 4'.
MINIMUM 2 6 /3 PL HEADER LOCK
SOUTH PINE BRACKET
LUMBER.ERN
4'
4'
(4) 3/0" OIA. LAC SCREWS
DETAIL2 DETAIL
MINIMUM 9000 P9 SIGN LAD <0 CMV WOO' SUPPORT STSIGN LOAD
CAPE: TY OF 2 DESIGN LOAD CAPACITY
TY OF M DESIGN LOAD DATE NAME
CAPACITY OF 2400 LBS CAPACITY OF
2430 MS. DRAWN 1 5 24 07 CRT
SHEET 1 OF 2 CHECKED
JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV.
324620 P16
wpa ton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
Rg CONCRETE MIN 2 • 4 SPF (0-0.42) OR
S AVOWABLE FASTENER UM MU A CWABIX FAST
UCEED THE DESIGN EMCEE) THE DESIGN LOAD 0
ME STRUCTURE. 061CN
2 y//4•
RTNC STRUCTURE SHAH
IN EDdE DIST
XE RESPONSIBNTY OF
'MORAL OF RECORD
i1MUC1URE
,
d�
Q,i
3/8' SIMPSON T1FN HD,
2-3/4' MIN EMBED. MIN
B' BE11n1iN JAMB
KNACK T LOCATON
JAMD BRACKET
NAM BUILT
IRAIX BOLT AND
1/4-20 HEX NU
TRAIX
gRFCT CCMCRFIF M(IUNTNO NETAII
Digitally signed by John E. Scates, RE
Date: 2015.0220 09:59:26 -06'00'
JOIN E YAI K
]IZI ruaulE OL
UMLLLTRI. Tx 7.7
iL PE W737 TX PE WA /F 03
PROiESONAL DQNM'S Y L PRONOID 01LY FM
NAmunW! 0 xxXw .w .nw KTUm
SCREW'WTH
,IBED M CENTER
JAMB BRACXET-
1RAIX BMT AND
1/4-20 HIX NUT
SHEET 2 OF 2 CHECKED
DRAWING PART NO. REV.
JAMB CONNECTION SUPPLEMENT 324620 P16