HomeMy WebLinkAbout1812-1/4"X6" SDS SCREWS 2-1/4"X6" SDS SCREWS
NOTE:
E I I I I STUDS MAY BE NAILED AT CORNERS & TEES PER
• I I I " THE FASTENING SCHEDULE IN LIEU OF SCREWING
_ THE TOP PLATES TOGETHER AS SHOWN IN THESE
DETAILS.
2X4 LAID FLAT ' ' �� /
@ 48" O.C. —l7 /— — T
TOE NAIL TO TRUSS FLOOR TRUSS TOP VIEW TOP VIEW
-Z2-1/4"X6" SDS SCREWS 2-1/4"X6" SDS SCREWS
OPEN
/
FLOOR TRUSS
BEYOND.
V
DOUBLE DOUBLE DOUBLE
SIMPSON STC OR EQUAL ;�j
ly-
- y� � /— � � /� y/ I TOP PLATE TOP PLATE I TOP PLATE
INSTALL SLOT NAIL AT THE / i�i / / / / STUDS
TOP OF THE SLOT. NAIL ARCHITECTURAL / / / / �' / WALL I SHEATHING.
STUDS
SHOULD NOT BE DRIVEN WO NL STRUCTURAL
COMPLETELY FLUSH AGAINST NAIL PER FASTENING NAIL PER FASTENING
CONNECTOR
SCHEDULE SCH ULE
2X BLOCKING TO ELEVATION ELEVATION
BE LOCATED AS
REQUIRED
0- BY MEP. SECTION at CORNER/TEE 4
ARCHITECTURAL WALL CONNECTION (10 A
SEE STUD AND 1 1/2" 1 1/2"
SHEARWALL SCHEDULE
AS NOTED ON PLAN. 3" 3" 3" 3" 3" 3" 3" 3" 3" 3 " 3" 3 " 3" 3"
T1 I I
A PROVIDE 5/8" SHEETROCK ON
EACH VERTICAL STUD FACE
FLOOR SHEATHING AND BOTTOM BLOCKING.
SEE SPEC'S.
lJn SPLICE JOINT
3" 3" 3" 3"1 .148"0x3" NAILS
' it I �
N FLOOR TRUSS it Project
it li 1'-2" 1'-2 3" 3 3" 3 3" 3 3" 1 —2" 1 —2"
SIMPSON STC OR EQUAL — I 1
1 1 /2" 1 1 /2" BARRINGTON
INSTALL SLOT NAIL AT THE ARCHITECTURAL TOP OF THE SLOT. NAIL DUCT OR PLUMBING AND
NON STRUCTURAL 2X BLOCKING TO FLOOR TRUSS 4-0" at CARMEL
SHOULD NOT BE DRIVEN WALL ELECTRICAL CONDUITS. BE LOCATED AS SEE PLAN.
COMPLETELY FLUSH AGAINST RE: MEP PLANS FOR SEC
CONNECTOR SIZE AND LOCATION. REQUIRED BY MEP TION
RE: MEP PLANS FOR A
SIZE AND LOCATION.
SEE STUD AND SHEARWALL NOTE:
SCHEDULE AS NOTED ON PLAN. 2X4 LAP SPLICE = 16—.148"0x3" NAILS @ 3" O.C. (MAX.) CARMEN, INDIANA
2X6 LAP SPLICE = 24—.148"0x3" NAILS @ 3" O.C. (MAX.)
TYPICAL FACE NAILING .148"0x3" NAILS @ 14" O.C. (MAX.) LECESM CONSTRUCTION COMPANY
ARCHITECTURAL WALL CONNECTION C91 WALL SUPPORTING FLOOR TRUSSES C; TOP PLATE SPLICE 3
EQ. EQ.
FLOOR FRAMING NOT 2 X DIAMETER OF THE .
SHOWN FOR CLARITY LARGEST HOLE (MIN.)
T LO
PLUMBING PIPE
ST2215 EA. SIDE STUDS
/ / / / / / / OF BOTTOM PATE SEE SCHEDULE CONSULTING
� % / BOTTOM L
PLATE. ENGINEERS
SHEAR WALL
-ll
/
SEE PLAN — — 12511 Emily Court
C f STRUCTURAL CONSULTANTS ASSOCIATES, INC.
i'
/ / / / / / _ o
0
TOP CHORD OF — — —O Sugar Land, Texas 77478
—
FLOOR TRUSS / / / / /� 0 713.779.7252 800.a2z.725z
OPEN / / / / / / / BOTTOM PLATE /4� I FAX: 713.779.1173
/ ' / / email: sca@scahouston.com
wwwscaengineers.wm
HS -24 HARDY SADDLE Lo ;ll K t 5024266789
@ 2X4 WALL PARALLAM PSL
HS -32 HARDY SADDLE ALLOWED HOLE ZONE
HARDY SADDLE
DBL. TOP PLATE
/ ST2215 NOT
y / / REQUIRED IF PLATES
ARE PROPERLY CUT ! / ;� i j / / / STUDS SEE SCHED. GENERAL NOTES'
u�sv� e, en ucky
Orlando, Florida 407.893.6200
Copyright @ SCA Consulting Engineers
This document is copyrighted and is an instrument of
DO NOT CUT, NOTCH, OR DRILL HOLES IN service for the specific project for which it was prepared.
Reuse, copying or modification of this document whether in
BEAMS/HEADERS EXCEPT AS INDICATED ON THE hard copy or electronic format other than for the specific
PER CODE. / r i / / / — ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED ILLUSTRATION AND TABLE ABOVE.
purpose intended, without written permission from SCA
2X BLOCKING TO SEE PLATE NOTE,1/ // // / HEADERS AND BEAMS ONLY. Consulting Engineers is a violation of federal copyright law.
BE LOCATED AS ON DETAIL 1 THIS ' / / / — ROUND HOLES ONLY. The ideas, concepts, inventions or methods described herein are Patent
REQUIRED BY MEP. SHEET. / / / I I' / / / / / / SHEAR WALL — NO HOLES IN CANTILEVERS. g property g g
i ' I / / / / / NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. Pending and are the soleof SCA Engineers.
B / ! SEE PLAN ISSUE DATES
Design Development
SECTION at SHEAR WALL PENETRATION 6 ALLOWABLE HOLES IN PSL BEAMS/HEADERS 2
06-06-11
Bid Issue �,�'�� •QjSE•
xxxxx
SEE STUD AND
SHEARWALL SCHEDULE
MAXIMUM
HEADER
ROUND HOLE
DEPTH
SIZE
4 3/8"
1"
5 1/2"
1 3/4"
7 1/4" TO 20"
2°
u�sv� e, en ucky
Orlando, Florida 407.893.6200
Copyright @ SCA Consulting Engineers
This document is copyrighted and is an instrument of
DO NOT CUT, NOTCH, OR DRILL HOLES IN service for the specific project for which it was prepared.
Reuse, copying or modification of this document whether in
BEAMS/HEADERS EXCEPT AS INDICATED ON THE hard copy or electronic format other than for the specific
PER CODE. / r i / / / — ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED ILLUSTRATION AND TABLE ABOVE.
purpose intended, without written permission from SCA
2X BLOCKING TO SEE PLATE NOTE,1/ // // / HEADERS AND BEAMS ONLY. Consulting Engineers is a violation of federal copyright law.
BE LOCATED AS ON DETAIL 1 THIS ' / / / — ROUND HOLES ONLY. The ideas, concepts, inventions or methods described herein are Patent
REQUIRED BY MEP. SHEET. / / / I I' / / / / / / SHEAR WALL — NO HOLES IN CANTILEVERS. g property g g
i ' I / / / / / NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. Pending and are the soleof SCA Engineers.
B / ! SEE PLAN ISSUE DATES
Design Development
SECTION at SHEAR WALL PENETRATION 6 ALLOWABLE HOLES IN PSL BEAMS/HEADERS 2
06-06-11
Bid Issue �,�'�� •QjSE•
xxxxx
SEE STUD AND
SHEARWALL SCHEDULE
WALL
SIZE
STUDS
LOAD BEARING OR
EXTERIOR WALL
BORED HOLE SIZE
2X4 BLOCKING 6"0 HOLE MAX. WITHOUT
SHEAR
WALL
NON
LOAD BEARING
WALL
NOTCH
AS NOTED ON PLAN.
40%
60%
ABOVE & BELOW ADDITIONAL REINFORCEMENT SEE
PLAN
40%
2 X 4
1 3/8"
—
OPENING
7/8"
1 3/8"
(2) 2 X 4
PROVIDE 5/8" SHEETROCK ON
z
2 1/8"
7/8"
1 3/8"
2 X 6
2 1/4"
—
3 5/16"
1 3/8"
2 1/4"
(2) 2 X 6
EACH VERTICAL STUD FACE
3 5/16"
3 5/16'
1 3/8"
2 1/4"
2 X 8
FLOOR SHEATHING AND BOTTOM BLOCKING.
—
4 3/8"
1 13/16"
2 7/8"
(2) 2 X 8
—
4 3/8"
4 3/8"
1 13/16"
2 7/8"
SEE SPEC'S.
o
DIA. 40% OF STUD WIDTH,
/
�j ' '
/
/ /
/
/
z
DOUBLE STUD.
MAX.
NOT
25%
25% OF STUD
NOTCH
40%
40% OF STUD
TYPICAL
FRAMING DETAILS
WIDTH MAX.
WIDTH MAX.
WALL
PENETRATION
SEE STUD
SCHEDULE
DUCT OR PLUMBING AND AND SHEARWALL
EDULE
ELECTRICAL CONDUITS. / / / / / / / / / / / ASHNOTED
RE. MEP PLANS FOR 2X BLOCKING TO / / / / ' / / / / / / / / ON PLAN. PLATES — TOP AND BOTTOM PLATE HOLE, CUT OR NOTCH
SIZE AND LOCATION. BE LOCATED AS / / / // / / / / / / / THAT IS 50% OR MORE OF WIDTH MUST
REQUIRED BY MEP. BE REPAIRED USING 16 GA.(MIN.) METAL TIE
SEE STUD AND SHEARWALL PROVIDE EDGE NAILING THAT IS AT LEAST 1 1/2" WIDE
SCHEDULE AS NOTED ON PLAN. 1'-2" MAX. EACH SIDE OF OPENING (SECTION 2308.9.8 IBC) IF WALL IS A
FOR 1'-0" ABOVE & SHEAR WALL IT MUST BE REPAIRED USING
PENETRATIONS THRU STUDS
WALL
SIZE
STUDS
LOAD BEARING OR
EXTERIOR WALL
BORED HOLE SIZE
NON
LOAD BEARING
WALL
BORED HOLE SIZE
LOAD BEARING
WALL
NOTCH
NON
LOAD BEARING
WALL
NOTCH
2 X 8
40%
60%
60%
25%
40%
2 X 4
1 3/8"
—
2 1/8"
7/8"
1 3/8"
(2) 2 X 4
—
2 1/8"
2 1/8"
7/8"
1 3/8"
2 X 6
2 1/4"
—
3 5/16"
1 3/8"
2 1/4"
(2) 2 X 6
—
3 5/16"
3 5/16'
1 3/8"
2 1/4"
2 X 8
2 7/8"
—
4 3/8"
1 13/16"
2 7/8"
(2) 2 X 8
—
4 3/8"
4 3/8"
1 13/16"
2 7/8"
WALL
SIZE
HOLE
SIZE
2 X 4
1 3/4"
2 X 6
2 3/4"
2 X 8
1 3 5/8"
EXTERIOR OR NONBEARING
BEARING WALL PARTITION
SCALE 1' = 1'-0"
2X4 BLOCKING W/CS16 STRAP BELOW OPENING HARDY FRAME SADDLE (HFS). NOTE:
OVER FACE OF SHEATHING W/ SEE SECTION 2308.9.10, 2308.9.11 AND FIGURE 2308.9.10 IBC Drawn LHB Project 211071
8—.148"0X3" NAILS IN EA. BLOCK Sheet
Check
WALL PARALLEL TO FLOOR TRUSSES 8 SECTION at SHEAR WALL PENETRATION 5 CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES 1 Date S 8.20
DRAWING NAME 5820 (TYPICAL FRA9P49 DE$Al2F)1d"gnoudl
Permit Issue
08-01-11
—tOQ i 98�
Construction
Yj4
Issue
t P•
XXXXX
�y q A
so.
�!�!'fdditl8llttg
STUD FACE
STUD FACE
5/8" MIN.
5/8" MIN.
Revisions
BORED HOLES
BORED HOLES
DIA. 40% OF STUD WIDTH,
DIA. 60% OF
60% OF STUD WIDTH IF
STUD WIDTH
DOUBLE STUD.
MAX.
NOT
25%
25% OF STUD
NOTCH
40%
40% OF STUD
TYPICAL
FRAMING DETAILS
WIDTH MAX.
WIDTH MAX.
EXTERIOR OR NONBEARING
BEARING WALL PARTITION
SCALE 1' = 1'-0"
2X4 BLOCKING W/CS16 STRAP BELOW OPENING HARDY FRAME SADDLE (HFS). NOTE:
OVER FACE OF SHEATHING W/ SEE SECTION 2308.9.10, 2308.9.11 AND FIGURE 2308.9.10 IBC Drawn LHB Project 211071
8—.148"0X3" NAILS IN EA. BLOCK Sheet
Check
WALL PARALLEL TO FLOOR TRUSSES 8 SECTION at SHEAR WALL PENETRATION 5 CUTTING, NOTCHING, BORED HOLES IN STUDS AND PLATES 1 Date S 8.20
DRAWING NAME 5820 (TYPICAL FRA9P49 DE$Al2F)1d"gnoudl