HomeMy WebLinkAboutJAMB CONNECTION SUPPLEMENTSCANNED
St. Luce Count
A Division of Overhead Door Corporation
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
5116" DIAMETER LAG SCREWS
x" r -1 T/1-
, we , am cmj -i
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/FTNotes
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
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
1 9
7
6
J\\\�xx g SC,gr�
>p • y�pBNdF•,t4 /i
No. 51737
0 STATE OF /•`
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 161V2 = 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
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/ NOTES
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
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
Na
n/a
n/a
540
n/a
We
n/a
560
n/a
I n/a
n/a
580
n/a
n/a
n/a
600
n/a
Na
Na
620
n/a
n/a
Na
640
n/a
n/a
n/a
660
n/a
n/a
Na
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
Na
n/a
We
780
Na
n/a
n/a
800
n/a
n/a
n/a
"Imma[Mill
'�^r fi: 0
GENS. dF',5,
No. 61737
o STATE OF : w
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= 1611
LOAD PER JAMB = 30psf x 16ft/2 = 2401b/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 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 S.
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
SCHEDULE3
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/FT "'r '
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
1 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
1 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
1 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
14 1
17
720
11
14
17
740
11
14
16
760
11
13
16
780
10
13
16
800
10
13
15
�Y NO2T "(f
06I
i
j No.51737
* r.
.0 STATE OF Ide
-p
��` ••�G0R10p:•d\�
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
DOOR WIDTH = 16ft
LOAD PER JAMB = 30psf x 16ft/2 = 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 byJohn 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 P16
SCHEDULE4
318"0 SIMPSON TITEN HD SCREW ANCHORS
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FTN0TE4
2500 PSI
CONCRETE NOTE I
4000 PSI
CONCRETE NOTE
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
N/A
780
16
18
N/A
800
16
17
N/A
>p�; y�pENB�c,cs4 /i
No. W737 I, G
D STATE OF .41
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 2-314", 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 16fV2 = 2401b/ft
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
6. DOOR JAMB TO BE2x6 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 byJohn E. Sates, 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 NDTE4
2500 PSI
CONCRETENOT"
4000 PSI
CONCRETENOT"
2000 PSI GROUT
FILLED CMUOorE2
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
24
24
24
24
24
24
24
24
24
24
24
24
24
24
16
24
24
16
24
24
16
24
24
16
24
24
6
1480
24
24
6
24
24
6
24
24
16
24
24
8
24
24
8
24
24
8
24
24
8
24
24
8
24
24
8
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
8
18
8
800
17
17
8
i
Ire ,� =.
x0%III I I l///11Z
IS V\GENdF ••S� •/�
% No.51737
• i
r
r
0 STATE OF
0 ;!cCOR�OP' p�2�� .101111110
1. BASED ON 3/8"0 HILTI KWIK BOLT3 EXPANSION ANCHOR WITH A 1-3W O.D. WASHER INTO NORMAL W EIGHT
UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3".
2. BASED ON 3/8"0 HILT[ 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 16fU2 = 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
FLPE51737 TXPE56308/F2203
Revision P16
wart®
palton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:58:53 -06'00'
JOIN E. SCAIES. PE
PUN F.RCATE DR.
CARROLTON. TX 7NOO7
R PE 51737 TX PE WXR/FPIKM
PROFE5ADNAL FNGINEETS SEAL PROVIDED ONLY FCR
Y mn.VON CF WNOLDAO CONMUCTW OETAM
6" MAX.
5' MAX.
2-3/4'
11
LOCK
PER
1 THRU 4
STRUCTURAL GRADE
LUMBER FOR
ATTACHMENT TO
WOOD SUBSTRATE
OR MINIMUM 2xB
FOR ATTACHEMENT
TO CONCRETE AND
GROUT nUBD CMU,
TYP.
SIMPSON TITER HO SCREW
WTH A 1 1/4" WASHER AND
IM EMBEDMENT DEPTH OF
AND'A MINIMUM EDGE
OF 2-3/4".
OFTAII 1
MINIMUM 2500 PSI CONCRETE_
NOTE, MAXIMUM DESIGN LOAD
CAPACITY OF 2085 MS.
SEE DETAILS I, 2, AND J
— REQUIRED FOR VERTICAL
POST REINFORCING
SYSTEMS.
DOOR HEIGHT
DOOR WDTH�
LOCK MINIMUM 24 iJ PL HEADER LOCK
SOUTHERN PINE BRACKET
(4) 3/0' SIMPSON MEN NO SCREW
(4) 3/8" DIA. LAG SCREWS
ANCHOR WTH A 1-1/4" WASHER AND
WITH 1-1/4" O.D. WASHERS.
A MINIMUM EMBEDMENT DEPTH OF
LAG SCREWS SHALL HAVE A
2-3/4" AND A MINIMUM EDGE
MINIMUM PENEMA70N OF
DISTANCE OF 4".
1-9/32' INTO THE MAIN
SUPPORT MEMBER.
DETAIL.2
MINIMUM 2000 PSI GROUT FII I FO CMO
DETAIL 3
MOD SUPPORT STRUCTURE
NOTE. MAXIMUM DESIGN LOAD
NOTE L MAXIMUM DESIGN LOAD
CAPACITY OF 2400 LBS.
CAPACITY OF 2430 MS. DRAWN
SHEET 1 OF 2 CHECKED
DRAWING PART NO. REV.
JAMB CONNECTION SUPPLEMENT 324620 P16
Wade® REVISIONS
Dalton
3395 ADDISON DRIVE
PENSACOLA. FLORIDA 32514
(850) 474-9890
MIN 25GO PSI CONCRETE MIN 2 x 4 SPF (0=0.42) OR BETTER WALL STUD
UM MAX
ALLOWABLE
THE DESIGN
FASTtNIX n1Fe NMAX ALLOWABLE FASTENER LOAD MAY
MAD MAY
IX= THE DESIGN LOAD OF THE STRUCTURE.
LOAD OF THE STRUCTURE. DESIGN 2 3�4• DESIGN OF SUPPORTING STRUCTURE SHALL BE
OF SUPPORTING STRUCTURE SHALL EDGE THE 50LE RESPONSBIUTY OF THE PROFESSIONAL
BE ME SOLE RESPONSIBILITY OF MIN DIST OF RECORD FOR THE STRUCTURE 1
THE PROFESSIONAL OF RECORD
FOR THE STRUCTURE
IXTERIOLi
SHEATHING
4°'x x",
4.
HOLD BACK INTERIOR
]/B' SMPSON MEN HD. SHEATHING
2-3/4- MIN EMBED. MIN 5/16- LAG SCREW WITH
6' BETWFEN JAMB 1-9/32- EMBED IN MN1ER OF
BRACKET LOCATION STUD (t 1/4') FOR EACH
JAMB BRACKET LOCATION
JAMB BRACKET JAMB BRACKET
1/4-201/4-20'
BOLT
ACK BOLT AND TRACK BOLT
BOLT
TR
1/4-20 HEX NU 1/4-20 HEX NO
TRACK TRACK
DRECT CWCREIE MOUNTING DETAIL DIRECT WOOD MOUNTING DETAIL
MAY 410 IRS PER IAG FASTFNFR
No. 0737
�'0 •• STATE OF .' W
OR
s/0NA1- �a�b
Digitally signed byJohn E. Scates, P.E.
Date: 2015.02.20 09:59:26-06'00'
DATE NAME
MN E. DGATE9, PE DRAWN 4 10 13 1 CRT
3121 PMRGATE DR.
CAMIUTW, TX Y.. SHEET 2 OF 2 CHECKED
iL PE 51]]1 TX PE mma/F=0]
JAMB CONNECTION SUPPLEMENT DRAWING PART NO. REV.
PnDEEss TM OWNDR'S DEAL PROWDEO GxLY FM 324620 P 16
vEmRanary a Mx0LDA0 caxsmucnw DETAL$