HomeMy WebLinkAboutJAMB CONNECTION SUPPLEMENTI
I
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Waqne
Diffiton
A 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
SCHEDLILEI
5116" 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/Fr)NOTE
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
B.
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
, \ a
E� s�/M//
NN ///
���Q?y1GEN✓gE,•�S ///i
No.51737
STATE Of /'10`
:FCOR10p%'p�#
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 = 240lb/ft
L pu ^
V_,,R (I PY
4. CHART IS BASED ON 6'-6" MINIMUM AND 24'4' MAXIMUM DOOR HEIGHT. W
5. DOORJAMB 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 112", 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.
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 S6308/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"OTE3
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
1 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
Na
n/a
n/a
600
Na
n/a
n/a
620
n/a
n/a
n/a
640
Na
n/a
n/a
660
Na
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
n/a
NN\\\111I I IIj/j/Z
No.51737 G
O \, STATE OF
4+ �"
c.t� LOR10?: . ����� .
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 =30ps1
DOOR WIDTH = 1611 L
"=1`kEz
PY
LOAD PER
4. CHART IS BASED ON 6'-6" MINIUM ANDJ24M0"MAXIMUM6DOOR HEIIGHT. LI
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.
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 P76
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/ mo' 3
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
1 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
17
720
1t
14
17
740
11
14
16
760
1t
13
16
780 1
10
13
16
800 1
10
13
15
No. 51737
i
STATE OF
i �.c •, °COR\OP
/jam/% •, SIONI ,1
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 (F) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD = 30psf
DOOR WIDTH = 16ft]LE
LOAD PER JAMB = 30psf x 16fU2 = 2401b/1t
COFE)Y
4. CHART IS BASED ON V-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. States, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203 Revision P16
SCHEDULE4
3/8" 6 SIMPSON TITEN HD SCREW ANCHORS
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB LB/FT NOTEa
2500 PSI
CONCRETE NOTE I
4000 PSI
CONCRETENOT61
2000 PSI GROUT
FILLED CMUNore2
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�GENB�e•�t4 //i
No.51737
IS
OF �•�`
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 2-314".
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", AMINIMUM 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 =316N2=2I�
py
5. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM
XI1MUM DOORRHEIGHT.
HEIGHT.
6. DOOR JAMB TO BE 2z6 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. 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/FTNoNI
2500 PSI
CONCRETE N TE1
4000 PSI
CONCRETE
2000 PSI GROUT
FILLED FILLED CMUNOTsz
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
Soo
17
17
8
ENd
! No.51737
i'
"0 �, STATE OF
ORO
Ili; '?IONA; \?ON \\
1. BASED ON 3/8"0 HILT] 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 3".
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 2-112" 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 =30psf
DOOR WIDTH AND =18fl FILr.
RLOAD 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 09:58:27 -06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FLPES1737 TXPES6308/F2203
Revision P16
7]
wa-c
pa,ton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
No. 51737
STATE OF
6' L
rn
54
D
Digitally signed byJohn E Scates, P.E.
Date: 2015.0220 09:58:53 -06'00'
JUIN E. SATES PE
J131 IY..A. OR.
CARR LTa1. TX Twin
ft PE 51"T 1X PE W=/Y23W
PPCi GHAL FNGI REAL PRONOID Q1LT TOR
YfXnFAZm M, xWODM ..OR. OETMLs
6' A
DETAIL I
MINIMUM CO CREEIYWYIMUM 2501Tj�5SCONNCREE2500 P ONCREMy M 2500 PT CCONCREE
N01EMAXIMUM DESIGN LOAD
CAPACITY OF 2085 LBS.
MINIMUM 2x5 /3 /- HEADER LOCK
SOUTHERN PINE I pRACKFT
4'
DISTANCE OF 4'.
DETAIL
MIN/MUM 2000 PS G��T FILLED
NOTE, MAXIMUM DESIGN LOAD
CAPACITY OF 2400 LBS.
LOCI(
1-1/2•J \ I-1/2'J
SCREW (4) 3/8' CIA. LAC SCREWS
SHER AND WTH 1-1/4' O.D. WASHERS.
IN OF LAG SCREWS SHALL HAW A
MINIMUM PENETRATON OF
1-9/32' INTO THE MAIN
SUPPORT MEMBER.
DETAIL
M SUPPORT SUPPORT 5R UQD PESUPPO T ST I CN PE
NOTE' MAXIMUM DESIGN LOAD
CAPACITY OF 2430 LBS. DRAM
SHEET 1 OF 2 CHECKEO
JAMB CONNECTION SUPPLEMENT DR
AND PART NO. REV.
324620 P16
wagnc®
palton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
MIN 2500 PS CONCRETE MIN 2 x 4 SPF (0=0.42) OR BETTER WALL STUO
UQ7(; MAX ALLOWABLE FASTENER N9IE MAX ALLOWABLE FASTENER LOAD MAY
LOAD MAY EXCEED ME DESIGN EXCEED ME DESIGN LOAD OF TIE STRUCTURE.
LOAD OF ME SMVCTIRE. DESIGN 2 3//4• DESIGN OF SJPPgtTNG SERUCTJRE SHALL BE
OF SJPPORTNC STRUCTURE SHALL MIN ED(£ OIST ME SOLE RESPONSIBILITY OF THE PROFESSIONAL
BE ME SOLE RESPONSB" OF OF RECORD FOR WE STRUCTURE
THE PROFESSIONAL OF RECORD
FOR THE STRIONAL
EXTERIOR
SHEATHING
0_
MIN / I
5/16" LAG SCREW W1TR
JAMB BRACKET JAMB BRAIXET l
1/4-20x9/16- 1/4-20x9/Ifi'
NAN BOLT AID TRACK BOLT AND
1/4-20 HEX NU
\\\\ �• p A��,,
P;V'
1/4 20 HEX NU
TRACK
`� `O A y�pENB�F ��
iA
A'\
LIIRECT CONCRETE MaNTNG DETAIL DIRECT T M CDF�FTAIL
MAX 14111P5 PEA LAC FASTENER
�F N0.5173T
Digitallysigned bylohn E. Sates, P.E.
Date: 2015.02.20 09:59:26-06'00'
JPE SCALES, P.
0 ] 1. FAIRCAIE OR.
TCN, TX TSO
SHEET 2 OF 2
51"7 iX iL PE 51)]] PE Y]]0/F3303
JAMB CONNECTION SUPPLEMENT
PXOEEESIONAL PNEJNEfA's EEAL PRo om ONLY rOR
VENRCAnoN C NNDLOAD CMSUCMM OVALS.
DRAWING PART N0,[REV.
P16I