HomeMy WebLinkAboutJamb Connection Supplementd
0
Wayne
°
Dalton"
GARAGE DOORS
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
�. ENE J / a �.
\ LICENgF
NO.77945 S�
-v -3�(��C'
T STATE OF ' 4�
DWAYNE J. KORNISH. PE
4576 COUNTY ROAD 160
MOUNT HOPE, OHIO
FL PE 77945 TX PE 117868
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS.
I
SEE DETAILS 1, 2• AND 3
REQUIRED FOR VERTICAL
POST REINFORCING
1 — SYSTEMS.
6 MAX.
MAXIMUM
SPACING
6" MAX.
DOOR I WIDTH
r
r
FILE Cu"PY
MINIMUM 2x6 #3
CL HEADER LOCK
MINIMUM 2x6 #3' HEADER LOCK
MINIMUM 2x6 #3 (P HEADER LOCK
SOUTHERN PINE
BRACKET
SOUTHERN PINE r BRACKET
SOUTHERN PINE
BRACKET
LUMBER.
LUM BER.i
LUMBER.
1 2-3/4" J
(2) 3/8" SIMPSON TITEN 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 1
MINIMUM 2500 PSI CONCRETE
NOTE: MAXIMUM DESIGN LOAD
CAPACITY OF 2085 LBS.
REVISIONS
P17 UPDATED TITLE
BLOCK
ESC 6/15/17
�(4)
3/8" SIMPSON TITEN HD SCREW
(4) 3/8" DIA. LAG SCREWS
ANCHOR WITH 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 PENETRATION OF
DISTANCE OF 4•'.
1-9/32" INTO THE MAIN
SUPPORT MEMBER.
DETAIL 2
DETAIL 3
MINIMUM 2000 PSI GROUT FILLED CMU
WOOD SUPPORT STRUCTURE DATE NAME
NOTE: MAXIMUM DESIGN LOAD
NOTE: MAXIMUM DESIGN LOAD
CAPACITY OF 2400 LBS.
CAPACITY OF 2430 LBS. DRAWN 5 24 07 GRT
'
SHEET 1 OF 2
CHECKED
DRAWING PART N0. REV.
JAMB CONNECTION SUPPLEMENT 324620 P17
Wayne
Dalton,
GARAGE DOORS
3395 ADDISON DRIVE
PENSACOLA, FLORIDA 32514
(850) 474-9890
MIN 2500 PSI CONCRETE
MIN 2 x 4 SPF (G=0.42) OR BETTER WALL STUD
NOTE: MAX ALLOWABLE FASTENER
NOTE MAX ALLOWABLE FASTENER LOAD MAY
LOAD MAY EXCEED THE DESIGN
EXCEED THE DESIGN LOAD OF THE STRUCTURE.
LOAD OF THE STRUCTURE. DESIGN 2 3 4"
/
DESIGN OF SUPPORTING STRUCTURE SHALL BE
OF SUPPORTING STRUCTURE SHALL MIN EDGE DIST
THE SOLE RESPONSIBILITY OF THE PROFESSIONAL
BE THE SOLE RESPONSIBILITY OF I --;
OF RECORD FOR THE STRUCTURE
THE PROFESSIONAL OF RECORD
FOR THE STRUCTURE
a e�
EXTERIOR
a
SHEATHING
d
a .
v c
HOLD BACK INTERIOR
3/8" SIMPSON TITEN HD,
SHEATHING
2-3/4" MIN EMBED. MIN
5/16" LAG SCREW WITH
6" BETWEEN JAMB
1-9/32" EMBED IN CENTER OF
BRACKET LOCATION
STUD (f 1/4") FOR EACH
JAMB BRACKET LOCATION
JAMB BRACKET
JAMB BRACKET
1/4-20x9/16"
1/4-20x9/16"
TRACK BOLT AND
TRACK BOLT AND
1/4-20 HEX NUT
1/4-20 HEX NUT
TRACK
TRACK
DIRECT CONCRETE MOUNTING DETAIL DIRECT WOOD MOUNTING DETAIL
MAX 420 LEIS PER LAG FASTENER
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_ No. 77945
0 �STATE OF
/S'ONAL IE�G
DWAYNE J. KORNISH, PE
4576 COUNTY ROAD 160
MOUNT HOPE, OHIO
FL PE 77945 TX PE 117868
SHEET 2 OF 2
REVISIONS
P17 UPDATED TITLE
BLOCK
ESC 6/15/17
I I DATE I NAME I
DRAWING PART NO. I REV.
32462C P17
JAMB CONNECTION SUPPLEMENT
PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR
VERIFICATION OF WINDLOAD CONSTRUCTION DETAILS.