HomeMy WebLinkAboutJAMB CONNECTION SUPPLEMENTA Division of Overhead Door Corporation
SCANNED
BY
St. Lucie Countv
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
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 Notes
100
24
24
24
120
24
24
24
140
24
24
24
160
24
24
24
180
24
24
24
200
24
1 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
1 9
7
6
800
1 9
7
6
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 = 161t
LOAD PER JAMB = 30pst x 161U2 = 240lb/It
�0' . GEN8jF,. ,��i
No.51737 , y
r.
STATE OF
#\
s1l NI i �
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.
Aooroved 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
1
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/ NOTE3
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
300
10
8
6
320
9
7
6
340
8
7
n/a
360
8
6
n/a
380
7
1 6
Na
400
7
6
Na
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
Na
n/a
n/a
540
Na
n/a
n/a
560
n/a
n/a
n/a
580
n/a
n/a
n/a
600
n/a
n/a
Na
620
n/a
n/a
n/a
640
n/a
We
We
660
n/a
n/a
We
680
n/a
n/a
n/a
700
Na
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
n/a
n/a
n/a
800
n/a
n/a
n/a
/
No.51737
t �
r �
r4 �, STATE OF �•�`
10 :!,LOR10P •���
S/ONA; 0a���\
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
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 161U2 = 240lb/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'4' 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 E
Fairga
Carrollton, to Dr.
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/ "OM'
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
1 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
19
660
12
15
19
680
12
15
18
700
11
1 14
1 17
720
11
14
1 17
740
1
14
16
760
13
16
780
10 1
13
16
800
10 1
13
15
`owII I I111 /,1/
cEaaC' p- /�i
No. 51737
jr
O STATE OF •�.y`
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 = 30ps1
DOOR WIDTH — 1611 COPY
LOAD PER JAMB = 30ps1 x 161V2 = 2401hR1
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 byJohn 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/ NOTEI
2500 PSI
CONCRETE NOTE '
400D PSI
CONCRETENOTsi
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
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
17
18
WA
780 1
16
18
WA
800 1
16
17
N/A
0
`����11�11
0 jcENdF•-S �/
No. 51737
r i*�
STATE OF : w
i
/o ON11111A; ?`�
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 2-3/4%
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 2-3/4", 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 161tt2 = 240lb/it
FILF"' COPY
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-O" 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 N0TE4
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
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
a
740
19
19
8
760
18
18
8
780
18
18
8
800
17
17 1
8
````o* S.
I Igf� //�//,
No. 51737
Ar
r i
*: t
•0 �, STATE OF
/ZI/�SSlON IL
1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR W ITH A 1-34' O.D. WASHER INTO NORMAL W EIGHT
UNC RACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3".
2. BASED ON 318"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-314" O.D. WASHER INTO GROUT FILLED CMU W ITH A
MINIMUM EMBEDMENT DEPTH OF 2-112" 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 ==30 L
'IF `�`F wDOOR WIDTH = leftLOAD PER JAMB = 30psf x 16fU2 = 2401b/il
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 bylohn E. Scates, P.E.
Approved Date: 2015.02.20 09:58:27-06'00'
John E. Scates, P.E.
3221 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203 Revision P16
Wayne®
Balton
3SA LA. FLORIDAD395 AD SONNRIVE
PE32514
(850) 474-9890
II111111Z
No. 51Al
737
0 STATE OF
,��/lO1l' MSO IMUM 2 PINE3
LUMBER.
Digitally signed by John E. States, P.E.
Date: 2015.02.20 09:58:53 -06'00'
"N E WABF PE
3121 F.GAX DR.
.D.LTP1. M 3500I
R PE 5173, u PE %9 /Y2203
PROiES40NK. 04ZOOA'S SEAL PRONOFD ONLY FM
\ 62ARN 6 MNDLOM CP151RIICTT' OELMLS
LOOK
2_3/4'J
(2) 3/8' SIMPSON RTEN 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 I
MINIMUM 2500 PS CONCRETE
PS CONCRETE
NOTE', MMMUM DESIGN LOAD
CAPACITY OF 2085 LBS.
DETAIL 2
MINIMUM 2GOD PS GROUT FILLED M 1
NOM' MAMMUM DESIGN LOAD
CAPACITY OF 2400 LBS.
LOCK
1-1/2.J \-1/2--
HD SCREW
(4) 3/0' DIA. LAG SCREWS
WASHER AND
WITH 1-1/4- OA. WASHERS.
DEPTH OF
LAG SCREWS SHALL HAW A
EDGE
MINIMUM PENETRATION OF
1-9/32' INTO THE MAIN
SUPPORT MEMBER.
DETAIL 3
1� STRUCTURE
S�UCTURUREUPPORT S UCTURE
NOTE' MAXIMUM DESIGN LOAD
DATE
NAME
CAPACITY OF 34.TO LBS.
DRAWN 1
5 24 0]
CRT
SHEET 1 OF 2 ICHECKED1
ORAWINC PART NO.
REV.
JAMB
CONNECTION SUPPLEMENT
324620
P16
Wayne®
Balton
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
(850) 474-9890
STUD
J/e' CMPSON RREN ND, SHEAIHINC V
2-J/4' MIN EMBED. MIN 5/16• LAG SCREW WTH
6• BETWEEN JAMB I-9/J2' EMBED IN CENTER OF
BRACKET LDCARDN SRID (3 1/4') FIXt EACH
JAMB BRACKET LOCARON
JAMS BRACKET JAMB BRACKET
\`It�II IIII,'� 1/A-KDBOLT 1/4-zORB/IB•
TRACK Bar AND TRACK BaT AND
1/4-20 HEX NU 1/4-20 HEX NU
V�,, TRACK TRACK
DIRECT CONCRETE MDLNTNr.. nEML
DIRECT
DMONGSFFNL MAY PER LAG
No. 51737
6.
AO STATE OF
"6S ONALrn
�a�r
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:59:26-06'00'
JWN E. SGAIES,
]f CARROLLTON, NCATE DR
R,
TSaOT
SHEET 2
fi pE 31 T]) 1K pE 5630O/f330]
51737XPE
PROFESMGNAL ENDNEF#S MAL FROMOM ONLY FOR
JAMB CONNECTION SUPPLEMENT
WRINGA70N ( MNOLOAD CRI]1RUCTW DETUIS.
DRAWING PART NO. REV.
324620 Pi6
.•