HomeMy WebLinkAboutJAMB CONNECTION SUPPLEMENTA Division of Overhead Door Corporation
SCANNED
BY
St. Luce 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/FTnoraa
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
1 6
800
9
7
1 6
1. BASED ON 5116" DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9132"
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 = 30ps1 x 16ft/2 = 240lb/ft
pjt� CEN $
- i V
No. 51737
STATE OF
4. CHART IS BASED ON T-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.
S. LAG SCREWS SHALL CONFORM TO ANSI /ASME STANDARD B18.2.1.
Digitally signed by John E. Scates, P.E.
Approved 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/FT MOTE
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
1 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
n/a
n/a
n/a
800
n/a
n/a
We
`xo%IIlI
No. 51737
r
O STATE OF ; Z
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 16ft/2 = 2401b/fl
IM
r7
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. ` f)py
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.
Date: 2015 02 20 09.56.58-06'00'
Aonroved '
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/ NOTE3
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
19
660
12
15
19
680
12
15
18
700
1 11
14
17
720
11
14
17
740
11
14
16
760
11
13
16
780
10
13
16
800
10
13
15
�-A
No. 51737
i t
O STATE OF
jp0��.s �(OR1�P
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.
W
EXAMPLE: DESIGN LOAD =30pst
DOOR WIDTH = 16ft IQ AY
LOAD PER JAMB = 30ps1 x 16ft/2 = 2401b/ft
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. F I L E %C� 9� 0
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
FLPES1737 TXPE56308/F2203 Revision P16
SCHEDULE4
3/8"0 SIMPSON TITEN HD SCREW ANCHORS
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FTNOTE4
2500 PSI
CONCRETE NOTE I
4000 PSI
CONCRETE NOTE
2000 PSI GROUT
FILLED CMUNOTE1
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
16
18
N/A
800
16
17
N/A
)bp
No. 51737
r.
STATE OF !4
ell
i,FSSIf/ION L
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 =1611
LOAD PER JAMB
blit
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-03MAXIMUM DOOR HEIGHT. FILE: r
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.
Approved Date: 2015.02.20 09:58:01-06'00'
John E. Sates, 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 NOTE4
2500 PSI
CONCRETENOT"
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
8
740
19
19
8
762
18
18
8
To
18
8
8
800
17
17
8
%r No.51737
r
r.
STATE OF r,ty
i40A ;FC......•
Fss/ll j l 11\��\`\
1. BASED ON 3/8"0 HILTI KW IK 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 KW IK 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 411.
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: DESIGNLOAD
LOAD PER
0psf COPY
DOOR WIDTH =16ft FILE
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 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.
Approved 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
wart®
palton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
\`Soil 111U/����
No. 51737
0 STATE OF : z
Digitally signed byJohn F SLates, P.E.
Date: 2015.02.20 09:58:53 -06'00'
AIN E. SCAMS. PE
M21 F.VRLAIE M
CNNgL1M. TX TYO)
n PE slnl TX PE M8 /F22w
PROfL M& waNETRS SAL PROYDED MY MR
NERFlGTXM T YN UL cmFTUcnw CETNLS
SEE DETAILS I, 2, AND 3
REQUIRED FOR WR➢CAL
POST REINFORCING
1 ^ SYSTEMS.
6' MAX.
MAXIMUM
SPACING
6' MAX.
DETAIL1
MINIMUM 2500 PSI CONCRETE
NOTE: MAXIMUM DESIGN LOAD
CAPACIW OF 2085 WS.
DOOR AIDTH
MINIMUM 2c6 /3 (E HEADER
LOCK MINIMUM L6 /3 Q HEADER LOCK
SOUTHERN PINE BRACKET
SOUTHERN PINE BRACKET
LUMBER.
LUMBER.
9' 4'
4' 8
P
4'
(4) 3/8'
SIMPSON TTEN HD SCREW (4) 3/8' DIA. LAC SCREWS
HO SCREW
ANCHOR
WTH A 1-1/6' WASHER AND WTI 1-1/4' O.D. WASHER!
WASHER AND A MINIMUM
EMBEDMENT DEPTH OF LAC SCREWS SHALL HAKE
)EPTH OF
2-3/C
AND A MINIMUM EDGE MINIMUM PENETRATION OF
EDGE .........
,.INTn TNF MAIN
DETAIL 2 DETAILS
XNMOM 4000 Pa C-4WT FlLl cp [MIT WOOD SUPPORT SMUCIURE
N9]E. MAl(INUM DESIGN LOAD NOIT' MAXIMUM DESIGN LOAD DATE 1 NAME
CAPACITY OF 24M LBS CAPACITY OF 2430 LBS. DRAWN 1 5 24 0] CRT
SHEET 1 OF 2 CHECKED
JAMB CONNECTION SUPPLEMENT DRAWING PART NO. I REV.
324620 P16
Wa_pCe
pa�ton
3395 ADDISON DRIVE
PENSACOLA. PLORIDA 32514
(850) 474-9890 m"Irc
m
3/B' SIMPSON ATEN NB
2-3/4' MIN EMBED. YIN
6' BETWEEN JAMB
BRAG LOCATION —
JAMB BRACKET-
1/4-2 /16'
Mm BOLT AN
20 1/4-NEK NUT
Digitally signed by John E. States, P.E.
Date: 2015.02.20 09:59:26-06'00'
X E SG1 PE
3131 PNRGAIE m
GM1 TNU 15W7
n PE MM7 Ill PE W=lFnW
PRO 51M& ENgNE S Y PRONOEJ WLY M
YEWi1G1RM w WR0. C415Ti11CTQ1 XTNLS.
WALL SND
M RECORD 'OR THE
5/16' LAG SCREW WTH
1-9/32' EMBED IN CENTER
MD 2 1 4 FOR EACH
JAMB RA LOCATION -
JAMB BRACKET
1/4-20ri/I6'
TRACK BOLT AN
O
1/A-20 KID NU
SHEET
JAMB CONNECTION SUPPLEMENT I 324620 IP16I