HomeMy WebLinkAboutJAMB CONNECTION SUPPLEMENTSCANNED
BY
't Lucie County
A Division of Overhead Door Corporation
Far
HIMMINI'Morij Om MEN]
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/FTN01e3
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
scar
%• No.51737
i
*' * i
ir-
STATE OF ' `
ION' ; Vx
1. BASED ON 5116" 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 16ff/2 = 2401b/ft
F'�- � Ul'-F' 0 py
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 1-1/211,
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.
ADoroved Date: 2015.02.20 09:56:33-06'00'
John E. Scates, P.E
3121 Fairgate Dr.
Carrollton, TX 75007
FLPES1737 TXPE56308/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
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
FA; �® �g � grgey
% No.51737
r
�-O �, STATE OF
¢1 . �/
O* - LORIQP' p\2��� '
zz//�ss/ON' ;
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/ff
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: 2015.02.200956:58-06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203 Revision P16
SCHEDLILE3
3/8" PJ 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
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
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
11
14
17
720
11
14
17
740
11
14
16
760
11
13
16
780
10
13
16
800
10
13
15
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 4. CHART IS BASED ON 6'-6" MINIMUM AN24'-0" MAXIMUDOOR HEIGHT. FILE COPY
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
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/FTNOTE4
2500 PSI
CONCRETENOTE'
4000 PSI
CONCRETE NOTE '
2000 PSI GROUT
FILLED CMUNOTEI
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
WA
800
16
17
N/A
�```� III
+/
c4%
E 8 ////
No. 51737
r.
' STATE OF ; 4, ;Z
O.t� :FIOR\O�:• OZN .
///// j, ION& ��\\X
1. BASED ON 3/8"O SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED
CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3AV AND A MINIMUM EDGE DISTANCE OF 2-3/4'.
2. BASED ON 3/8"O SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A
MINIMUM EMBEDMENT DEPTH OF 2-34', 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 161t/2 = 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.
Aooroved Date: 2015.02.20 09:58:01-06'00'
John E. Scates, P.E.
3121 Fairgate Dr.
Carrollton, TX 75007
FLPES1737 TXPE56308/F2203 Revision P16
SCHEDULES
3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR
MAXIMUM SPACING OF ANCHORS PER JAMB (IN)
LOAD PER
JAMB(LB/FT) NOTE4
2500 PSI
CONCRETENOTEI
4000 PSI
CONCRETEWTEi
2000 PSI GROUT
FILLED CMUNoTaz
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
800
17
17
8
804)
No. 51737
•. G 0 STATE OF ; •Y �
i-p41 :LORM •O`er`` .
////�sSION' , \'�XN
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 LOAD =30psf j?l
c gl0% lofty
DOOR W =16ft Lt LOAD PERR JAMB
MB = 30psf x 16fV2 = 2401b/ftff
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.
3121 Fairgate Dr.
Carrollton, TX 75007
FL PE 51737 TX PE 56308/F2203 Revision P16
Wagnc®
Balton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
C s
°E$a1041
A
,.' No.51737
STATE OF
/lFSSIONI ; f�ta
*
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:58:53 -06'00'
JOKN E. SCAMS, PE
3121 FAIROAIE OP.
CARR0.ITON. TX 75007
R PE 51737 TX PE MMa/F2203
PROMSSIONAL ENPJNEER S Y0. PRONGED MY FOR
VERIRCATION OF WNDLDAD gMSTRUCRWI D&TUES
5'
DETAIL 1
MINIMUM 2500 PSI CONCRETE
NOTE: MAXIMUM DESIGN LOAD
CAPACITY OF 2085 MS.
HEADER LOCK
�(4) 3/8' SIMPSON THEN NO SCREW
ANCHOR WTH A 1-1/4' WASHER AND
A MINIMUM EMBEDMENT DEPTH OF
2-3/4' AND A MINIMUM EDGE
DISTANCE OF 4'.
HEADER LOCK
1-1/2'
LAG SCREWS
O.D. WASHERS.
SHALL HAVE A
:TRATION OF
THE MAIN
IONS
f
OETAIL2 DETAIL 3
MINIMUM 2000 PSI GROUT FILLED CMU � STRUCTURES SUPPORT 5UP[)PPO STRUCTURE
S RTPPORT STRUCCTURE
NOTE- MAXIMUM DESIGN LOAD NOTE, MAXIMUM UE51UN LOAD DATE NAME
CAPACITY OF 2400 MS. CAPACITY OF 2430 MS. DRAWN 5 24 0] GRT
SHEET 1 OF 2 CHECKED
JAMB CONNECTION SUPPLEMENT DRAWING PART NO, REV.
324620 P16
wa�c0
palton
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
1 No.51737
-o t- STATE OF
Digitally signed by John E. Scates, P.E.
Date: 2015.02.20 09:59:26-06'00'
JWN E. SCALES, PE
JIM F.N.A. Ofl.
CARR01MN, U 7WO7
R- PE 51737 1 PE W3OB/F2203
PROFESSMY ENONWV5 E PRONOM ONLY FOR
WMRCAMON OF NNDLOAD COR I CN W OETNLS.
WSON TIEN HE.
MIN EMBED. MIN
JAMB BRACKET-
WAM BOLT 2 BOLT AND
1/A /h20 HEX NUF
E
MIN 2 X 4 SPF (G-0.42) OR BETTER WALL SIUO
NQIE MAX ALLOWABLE FASIENER LOAD MAY
EXCEED THE DESIGN LOAD OF THE STRUCTURE,
DESIGN OF SUPPORTING STRUCTURE SIRALL BE
THE SOLE RESPONSIBIUTY OF THE PROFESSIONAL
OF RECORD FOR THE STRUCTURE
mwmm Pg A:
5/18' LAG SGREW WIH
1-9/32- EMBED IN CENTER OF
STUD 3 1/4' FOR EACH
JAMB RACKE LOCATON
JAMB .RACK
1/h20v9/1B'
MA IX BOLT AND
1/4-20 NIX NU
1RACK
DIRECT WOOD MWNTNG DETAIL
MAX 420 1 BS PER I AP FASTENER
I SHEET 2 OF 2
JAMB CONNECTION SUPPLEMENT
DNS
i
DRAWING PART NO. REV.
324620 P16