HomeMy WebLinkAboutJAMB CONNECTION SUPPLEMENTSCANNEL,
St. Luce Counh,
A Division of Overhead Door Corporation
w C I � r ,;;
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11w, AfE
Jamb Connection
Supplement
This document provides a series of connection schedules and basic detailing concepts for the
connection of garage doorjambs 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
SCHEDULEI
5/16" DIAMETER LAG SCREWS
MAXIMUM SPACING OF LAG SCREWS
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/FTNo.1
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
520
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
i
• i
No.51737
r.
STATE OF
Q.t�' :PLOR\Op:'
//,�RS•S1I N-
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 =16FILE
LOAD PER JAMB = 30psf x 16ft/2 - 2401b/ft
4. CHART BASED ON MINIMUM AND 2AXIMUM DOOR HEIGHT. COw"Y
5. DOOR JAMB TO BE 2x4 O OR LARGER N0.2 GRADE
MAXIMUM
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 112", 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 1378.2.1.
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:56:33-06'00'
Approved
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 Tx PE 56308/F2203 Revision P16
SCHEDULE2
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/FTNOTEI
100
24
24
19
120
24
20
16
140
21
17
14
160
18
15
12
180
16
13
10
200
15
12
9
220
13
11
8
240
12
10
8
260
11
9
7
280
10
8
7
Soo
10
8
6
320
9
7
6
340
8
7
n/a
360
8
6
n/a
380
7
6
n/a
400
7
6
n/a
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
n/a
n/a
640
n/a
n/a
n/a
660
n/a
n/a
n/a
680
n/a
n/a
n/a
700
n/a
n/a
n/a
720
n/a
n/a
n/a
740
n/a
n/a
n/a
760
n/a
n/a
n/a
780
Na
n/a
n/a
800
n/a
n/a
n/a
\\0%1II I III/ I///,
S. sc4i
No. W37 1
� •0 �, STATE OF �, Q;
1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2") 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
OF"I WIDTH = 16f[ ELOAD P
ER JAMB = 30psf x 16tt/2 = 2401b/flI
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. 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 56308/F2203 Revision P16
SCHEDULES
3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE
MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN)
LOAD PER
JAMB (LB/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
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
20
24
24
420
19
24
24
440
19
23
24
460
18
22
24
480
17
21
24
500
16
20
24
520
16
20
24
540
15
19
23
560
14
18
22
580
14
18
21
600
13
17
20
620
13
16
20
640
13
16
1 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
v
No. MTV
� -0 t STATE OF
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 BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf E C
ppp
DOOR WIDTH = 16ft L
LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0"MAXIMUM DOOR HEIGHT. I 3�`l
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.
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 P16
SCHEDULE4
3/8"0 SIMPSON TITEN HD SCREW ANCHORS
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FTNOTE"
2500 PSI
CONCRETE NOTE I
4000 PSI
CONCRETE NOTE
2000 PSI GROUT
FILLED CMUNOT81
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
N/A
760
7
8
WA
780
16
18
WA
800
16
17
WA
zNo. W737
t i.
O STATE OF
LORI
�;'/�SSIONA; 0�>\��\
1. BASED ON 3/8"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 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A
MINIMUM EMBEDMENT DEPTH OF 2-314", 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/fl
fq wigc py
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 HILT[ KWIK BOLT 3 EXPANSION ANCHOR
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FTNOTE4
2500 PSI
CONCRETE NOTE I
4000 PSI
CONCRETE NOTE I
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
1 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
23
8
22
8
22
8
21
8
020
8
0
M
20
8
19
8
19
8
18
8
18
8
7
8
No.51737
. t
O STATE OF .84
�pt� FLORIOP:'?�
///���•`� f,ONi , �a0�``
1. BASED ON 3/8"0 HILTI KWIK BOLT 3 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 OORWIOA =1161130pf FILE
5. CHART IS BASED ON 6'-6" MNMUM AND 24' ' MAXIMUM DOOR HEIGHT. COPY
LOAD PER JAMB = 30psf x 16ftf2 = 2401b/ft
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
FLPES1737 TXPE56308/F2203
Revision P16
wagpe®
Dalton
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
(850) 424-9890
No. W737
� y E
O STATE OF
N'
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:58:53 -06'00'
JCHN E. SCAT , PE
3121 FAIRGAIE m
CARRCLLTW. TX IM07
HL PE 51)]7 1X PE I ... /1.0]
PROTnMAL ENGINEER'S SOIL PROWDED DULY FOR
VEMRCATION OF MNDLOAD CDISMUCnw DETkM
tP
St!
i!1
C('t/
44�
•n4
�d
S�iS3R)'Ys�
i
G it
;n
6 /3
PINE
6•
6.
1
MAXIMUM
SPACING
LOCK
FASTENERS PER
SCHEDULES 1 THRU 4
MINIMUM 2v4
STRUCTURAL GRADE
LUMBER FOR
ATTACHMENT TO
WOOD SUBSTRATE
OR MINIMUM 2x6
FOR ATTACHEMENT
TO CONCRETE AND
GROUT FILLED CMU,
TYP.
L2-3/4'J
(2) 3/8- SIMPSON TEN HD SCREW
ANCHOR WITH A 1 1/4' WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4• AND A MINIMUM EDGE
DISTANCE OF 2-3/4'.
DETAIL 1
MINIMUM 2500 PSI CONCRETE
NOTEMAXIMUM DESIGN LOAD
CAPACITY OF 2055 IOS.
SEE DETAILS 1, 2, AND 3
- REQUIRED FOR WRRCAL
POST REINFORCING
SYSTEMS.
DOOR HEIGHT
DOOR
GFTAII D
MINIMUM 1000 PSI GROUT FII I ED CMU
NOTE: MAXIMUM DESIGN LOAD
CAPACITY OF 2400 LBS.
MINIMUM 26 03 IL HEADER LOCK
SOUTHERN PINE BRACKET
J
--1HD
SCREW
L-1/2•
(4) 3/8" DIA. LAC SCREWS
WASHER AND
WITH 1-1/4' O.D. WASHERS.
DEPTH OF
LAG SCREWS SHALL HAVE A
EDGE
MINIMUM PENETRA80N OF
1-9/32' INTO THE MAIN
SUPPORT MEMBER.
DFTAII 3
SUPPORT STRUCTURE
WOOD
NOTE MAXIMUM DESIGN LOAD
CAPACTY OF 2430 LOS..
DRAWN
SHEET 1 DF 2
CHECKED
JAMB CONNECTION SUPPLEMENT DRAWING PART No. I REV.
324620 P16
wa�c®
paiton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(55O) 474-9890
HE
HE STRUMIE. DESIGN 2 3 4•
MNG SMUCWRE SHALL WINEDiE DIST
!E RESPONSIBILITY OF ��{{
55IGNAL OF RECORO� I ^ I
MNCIDRE
a
3/8' SMPSON MIEN HD,
2-3/4- MIN EMBED. MIN
B' BEINIDH JAMB
BRACKET EOCAnON
JAMB BRAO(ET
TRAM BOLT AND
T/4-2O HIX NV
iRAIX
DIRECT CONCRETE M WTN. OETGII
N0. 51737
0 �, STATE OF J fy
�I/ FOR
Digitally signed by John E. States, P.E.
Date: 2015.02.20 09:59:26 -06'00'
ANH E YAM% PE
3121 FAIRGATE M
uIAaLRN.. 1.7
n PE s1n7 rx K YXIA/T]2O]
PRCif59ONK MaNE015 Y PRONDW ONl7 FW
NRFlunon 6 NNOLDAD CMSR .M OETNL4
I•S�I.:tSA':1:'.11:1
JAMB BRAIXET-
1/4-2OFB/16'
MRAIX BOLT AND
1/4-2O HOI NW
SHEET 2 OF 2
JAMB CONNECTION SUPPLEMENT DRAWING PART N0. REV.
324620 P76
a
3/8' SMPSON MIEN HD,
2-3/4- MIN EMBED. MIN
B' BEINIDH JAMB
BRACKET EOCAnON
JAMB BRAO(ET
TRAM BOLT AND
T/4-2O HIX NV
iRAIX
DIRECT CONCRETE M WTN. OETGII
N0. 51737
0 �, STATE OF J fy
�I/ FOR
Digitally signed by John E. States, P.E.
Date: 2015.02.20 09:59:26 -06'00'
ANH E YAM% PE
3121 FAIRGATE M
uIAaLRN.. 1.7
n PE s1n7 rx K YXIA/T]2O]
PRCif59ONK MaNE015 Y PRONDW ONl7 FW
NRFlunon 6 NNOLDAD CMSR .M OETNL4
I•S�I.:tSA':1:'.11:1
JAMB BRAIXET-
1/4-2OFB/16'
MRAIX BOLT AND
1/4-2O HOI NW
SHEET 2 OF 2
JAMB CONNECTION SUPPLEMENT DRAWING PART N0. REV.
324620 P76