1912 N SHERRY DR RESA19-0001 DWGS 03AT ROOF
AT FLOOR
SEE CONVENTIONAL FRAMING
NOTES FOR RAFTER TO WALL.
(2) 2x NO. 2 SYP TOP PLATE
ALL THREAD CONNECTORS. SEE
ALL -THREAD NOTES FOR
INSTALLATION SPECIFICATIONS,
SPACING AND EMBEDMENT.
2X STUDS. SEE STUD TABLE FOR
SIZE AND SPACING.
2X No.2 SYP BOTTOM PLATE
FASTENED TO 2X4 No.2 SYP BAND
BOARD WITH 10d NAILS AT 12" O.C.
FLOOR SYSTEM. SEE PLAN.
1.25" BAND BOARD.
(2) 2x NO.2 SYP TOP PLATE
2X STUDS. SEE STUD TABLE FOR
SIZE AND SPACING.
2X NO. 2 SYP PT BOTTOM PLATE.
SEE FOUNDATION PLAN FOR
FOOTING SPECIFICATIONS.
AT FOUNDATION
1 TYPICAL WALL SECTION
1/2" = 1'-0"
1. SEE SHEATHING NOTES FOR ROOF, WALL AND FLOOR
SHEATHING SPECIFICATIONS.
2. TOP PLATES FASTENED WITH (2) ROWS 10d AT 16" O.C.
STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP.
3. APPLY 1/2" ANCHOR BOLTS OR TITEN ANCHORS AT EACH
SIDE OF BOTTOM PLATE SPLICES.
2x SPF STUDS AT 16" O.C.
2x NO. 2 SYP PT BOTTOM PLATE. FASTEN
TO BEAM BELOW WITH 16d NAILS AT 6"
O.C.
SECOND FLOOR STUD TO
BEAM: MSTA24 AT 32" O.C.
WITH (26) 10d NAILS.
14" I -JOIST. SEE PLAN. FASTEN
WITH IUS3.56/14.
SEE PLAN FOR LVL SIZE.
8 SECTION ON BEAM
3/4"= 1'-0"
0
EDGE OF ALL THREAD WASHER
MUST BE WITHIN 3" OF THE
HEADER KING STUD, TYP BOTH
SIDES OF OPENING.
HEADERS OVER 6'-0" LONG:
INSTALL SPH AT 24" O.C. FROM
TOP PLATE TO HEADER.
NO.2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND
CRIPPLES.
KING STUDS & CRIPPLES: (6) 16d
BETWEEN ADJACENT KING STUDS
AND CRIPPLES.
PLACE 1/2" ANCHOR BOLTS PER
THE TYPICAL WALL SECTION.
FLOOR TRUSS SYSTEM BY
OTHERS.
TYPICAL HEADER FRAMII�INJG DETAIL
2 3/4" = 1'-0"
NOTES
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL
CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE.
(2) 2,02 STRUCTURAL FASCIA. FASTEN
TO ALL RAFTERS WITH A35.
2X12 JOISTS AT 24" O.C.
2x12 BLOCKING AT BEARING. FASTEN
ENDS WITH (2) 10d TOE -NAILS.
(2) 2X12 ROOF BEAM. SEE PLAN.
LUS210
(2) 21K TOP PLATE. SEE WALL
SEC'ITIONS.
2X STUDS. FASTEN TO TOP PLATE
WITH SDWC15450 AT 32" O.C. FASTEN
STUDS TO NEW BEAM WITH MSTA24
AT 16" O.C., ALTERNATING EACH FACE
OF THE WALL.
2X4 II_EDGER FOR ROOF ATTACHMENT
LVL BEAM. SEE PLAN
f5%SECI_ION
3/4" = 1'-0"
2x4 LATERAL AND DIAGONAL JOIST
BRACING AT 48" O.C. FASTEN EACH
END WITH �(3) 10d TOE -NAILS.
14" I -JOISTS. SEE PLAN.
1.25" BAND BOARD.
SEE WALL SECTION FOR DETAILS.
TRUSS BRACING AT WALL
3/4"= 1'-0"
G
EDGE OF ALL THREAD WASHER MUST
BE WITHIN 3" OF THE HEADER KING
STUD, TYP BOTH SIDES OF OPENING.
TOP PLATE TO GARAGE HEADER
CONNECTION: SIMPSON SPH AT 24"
O.C. WITH (12) 10dX1-1/2" COMMONS.
TOP PLATE TO KING STUD
CONNECTION: (2) SIMPSON SPH WITH
(12) 10dX1-1/2" COMMONS AT EACH
END OF HEADER.
GARAGE DOOR HEADER. SEE
FRAMING PLANS FOR SIZE AND
PLIES.
FASTEN ADJACENT STUDS W/ (2)
ROWS 10d COMMON NAILS @ 8" O.C.,
STAGGERED. FASTEN 7/16" OSB TO
EXTERIOR OF RETURNS & ABOVE
DOOR W/ 8d @ 3" O.C. ON EDGE, 12"
O.C. IN FIELD.
LTT131 FOR GARAGE HEADER
CRIPPLES. ALL HOLES FILLED WITH
10d NAILS.
GARAGE SLAB
3 TYPICAL GARAGE OPENING DETAIL
3/4" = 1'-0"
c
GJr
— 2x RAFTER. SEE PLAN FOR SIZE AND
SPACING.
2X BLOCKING AT BEARING.
(2) 2X TOP PLATE. SEE WALL SECTIONS.
2X STUDS. FASTEN TO TOP PLATE WITH
SDWC15450 AT 32" O.C. FASTEN STUDS
TO NEW BEAM WITH MSTA24 AT 16" O.C.,
ALTERNATING EACH FACE OF THE WALL.
LVL BEAM. SEE PLAN.
6 NEE WALL DETAIL
ROOF SHEATHING.
SDS SCREWS AT 12" O.C. STAGGERED
MINIMUM EDGE DISTANCE = 2"
MINIMUM END DISTANCE = 2"
SCREW LENGTH PER TABLE:
2 -PLY: SDS25312
3 -PLY: SDS25500
4 -PLY: SDS25600
SCREWS STAGGERED EACH FACE.
LVL/BEAM. SEE PLAN FOR
SPECIFICATIONS.
10 MULTI -PLY FASTENING
1-1/2"= l' -O"
Ril
SEE TABLE BELOW FOR SHEAR
WALL HOLD DOWNS. SHEAR WALL
ANCHORS TO BE WITHIN 3" OF
DOUBLE STUD GROUP. 3"x3" SQ
WASHER AT TOP OF THREADED
ROD HOLD DOWN.
7/16" OSB FASTENED TO FRAMING
W/ 8d AS SHOWN IN THE TABLE
BELOW
HEADER KING STUDS ARE
ACCPETABLE AS SHEAF; WALL
END STUDS
INSTALL DOUBLE STUD GROUP
AT EACH END OF SHEAR WALL.
FOR DOUBLE SHEAR WALLS, USE
(4) STUDS.
1/2 ANCHOR BOLTS AT 24" O.C.
BETWEEN SHEAR WALL ENDS.
EMBED 8" MINIMUM AND USE 3"
SQUARE WASHERS.
SHEARWALL SCHEDULE
SHEARWALL I EDGE SPACING I SHEARWALL ANCHOR SIZE AND EMBED
DESIGNATION 8d NAILS ; ANCHOR
DEPTH
SW 3" O.C. I 1/2" ROD 1/2", 12" DEEP
�SW2 1 2" O.C. HDU8-SDS2.5 7/8", 12" I
1. "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED.
2.5/16" HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16" OSB ON EXTERIOR WALLS IF SHOWN ON
THE FRAMING PLAN.
3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.
SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS.
4. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR
EDGE SPACING.
4 SHEAR WALL ASSEMBLY DETAIL
3/4" = 1'-0"
ROOF SHEATHING.
MSTA30, CENTERED ON BEAM. FASTEN
TO EACH JOIST WITH ALL HOLES FILLED
WITH 10d NAILS.
2x RAFTER. SEE PLAN FOR SIZE AND
SPACING.
JOISTS TO BEAM WITH LUS28 SKEWED
LVL BEAM. SEE PLAN FOR SIZE AND
NUMBER OF PLIES.
FTER TO BEAM DETAIL
J/4"
ING
EAM. SEE PLAN
IST AT 16" O.C.
d FOR SIZE
....__...EE SECTION.
FASTEN JOIST TO TOP PLATE PER
TYPICAL WALL SECTION.
11 SECTION
3/4 = 1-01.
OFFICE COPY
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EDGE OF ALL THREAD WASHER
MUST BE WITHIN 3" OF THE
HEADER KING STUD, TYP BOTH
SIDES OF OPENING.
HEADERS OVER 6'-0" LONG:
INSTALL SPH AT 24" O.C. FROM
TOP PLATE TO HEADER.
NO.2 SYP HEADER, TYP. SEE
PLANS FOR SIZE, PLIES, AND
NUMBER OF KINGS AND
CRIPPLES.
KING STUDS & CRIPPLES: (6) 16d
BETWEEN ADJACENT KING STUDS
AND CRIPPLES.
PLACE 1/2" ANCHOR BOLTS PER
THE TYPICAL WALL SECTION.
FLOOR TRUSS SYSTEM BY
OTHERS.
TYPICAL HEADER FRAMII�INJG DETAIL
2 3/4" = 1'-0"
NOTES
1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING, NO ADDITIONAL
CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP PLATE.
(2) 2,02 STRUCTURAL FASCIA. FASTEN
TO ALL RAFTERS WITH A35.
2X12 JOISTS AT 24" O.C.
2x12 BLOCKING AT BEARING. FASTEN
ENDS WITH (2) 10d TOE -NAILS.
(2) 2X12 ROOF BEAM. SEE PLAN.
LUS210
(2) 21K TOP PLATE. SEE WALL
SEC'ITIONS.
2X STUDS. FASTEN TO TOP PLATE
WITH SDWC15450 AT 32" O.C. FASTEN
STUDS TO NEW BEAM WITH MSTA24
AT 16" O.C., ALTERNATING EACH FACE
OF THE WALL.
2X4 II_EDGER FOR ROOF ATTACHMENT
LVL BEAM. SEE PLAN
f5%SECI_ION
3/4" = 1'-0"
2x4 LATERAL AND DIAGONAL JOIST
BRACING AT 48" O.C. FASTEN EACH
END WITH �(3) 10d TOE -NAILS.
14" I -JOISTS. SEE PLAN.
1.25" BAND BOARD.
SEE WALL SECTION FOR DETAILS.
TRUSS BRACING AT WALL
3/4"= 1'-0"
G
EDGE OF ALL THREAD WASHER MUST
BE WITHIN 3" OF THE HEADER KING
STUD, TYP BOTH SIDES OF OPENING.
TOP PLATE TO GARAGE HEADER
CONNECTION: SIMPSON SPH AT 24"
O.C. WITH (12) 10dX1-1/2" COMMONS.
TOP PLATE TO KING STUD
CONNECTION: (2) SIMPSON SPH WITH
(12) 10dX1-1/2" COMMONS AT EACH
END OF HEADER.
GARAGE DOOR HEADER. SEE
FRAMING PLANS FOR SIZE AND
PLIES.
FASTEN ADJACENT STUDS W/ (2)
ROWS 10d COMMON NAILS @ 8" O.C.,
STAGGERED. FASTEN 7/16" OSB TO
EXTERIOR OF RETURNS & ABOVE
DOOR W/ 8d @ 3" O.C. ON EDGE, 12"
O.C. IN FIELD.
LTT131 FOR GARAGE HEADER
CRIPPLES. ALL HOLES FILLED WITH
10d NAILS.
GARAGE SLAB
3 TYPICAL GARAGE OPENING DETAIL
3/4" = 1'-0"
c
GJr
— 2x RAFTER. SEE PLAN FOR SIZE AND
SPACING.
2X BLOCKING AT BEARING.
(2) 2X TOP PLATE. SEE WALL SECTIONS.
2X STUDS. FASTEN TO TOP PLATE WITH
SDWC15450 AT 32" O.C. FASTEN STUDS
TO NEW BEAM WITH MSTA24 AT 16" O.C.,
ALTERNATING EACH FACE OF THE WALL.
LVL BEAM. SEE PLAN.
6 NEE WALL DETAIL
ROOF SHEATHING.
SDS SCREWS AT 12" O.C. STAGGERED
MINIMUM EDGE DISTANCE = 2"
MINIMUM END DISTANCE = 2"
SCREW LENGTH PER TABLE:
2 -PLY: SDS25312
3 -PLY: SDS25500
4 -PLY: SDS25600
SCREWS STAGGERED EACH FACE.
LVL/BEAM. SEE PLAN FOR
SPECIFICATIONS.
10 MULTI -PLY FASTENING
1-1/2"= l' -O"
Ril
SEE TABLE BELOW FOR SHEAR
WALL HOLD DOWNS. SHEAR WALL
ANCHORS TO BE WITHIN 3" OF
DOUBLE STUD GROUP. 3"x3" SQ
WASHER AT TOP OF THREADED
ROD HOLD DOWN.
7/16" OSB FASTENED TO FRAMING
W/ 8d AS SHOWN IN THE TABLE
BELOW
HEADER KING STUDS ARE
ACCPETABLE AS SHEAF; WALL
END STUDS
INSTALL DOUBLE STUD GROUP
AT EACH END OF SHEAR WALL.
FOR DOUBLE SHEAR WALLS, USE
(4) STUDS.
1/2 ANCHOR BOLTS AT 24" O.C.
BETWEEN SHEAR WALL ENDS.
EMBED 8" MINIMUM AND USE 3"
SQUARE WASHERS.
SHEARWALL SCHEDULE
SHEARWALL I EDGE SPACING I SHEARWALL ANCHOR SIZE AND EMBED
DESIGNATION 8d NAILS ; ANCHOR
DEPTH
SW 3" O.C. I 1/2" ROD 1/2", 12" DEEP
�SW2 1 2" O.C. HDU8-SDS2.5 7/8", 12" I
1. "(2)" DESIGNATION IN THE TABLE REFERS TO BOTH FACES OF WALL BEING SHEATHED.
2.5/16" HARDI-PANEL IS ONLY PERMITTED IN LIEU OF THE 7/16" OSB ON EXTERIOR WALLS IF SHOWN ON
THE FRAMING PLAN.
3. OPENINGS IN SHEAR WALL SEGMENTS ARE PERMITTED ONLY IF SHOWN ON THE FRAMING PLAN.
SHEAR WALL NAILING PATTERN MUST BE PROVIDED ABOVE AND BELOW OPENINGS.
4. SHEARWALL SECTIONS ARE NAILED AT 6" O.C. IN FIELD WITH 8d COMMON NAILS. SEE TABLE FOR
EDGE SPACING.
4 SHEAR WALL ASSEMBLY DETAIL
3/4" = 1'-0"
ROOF SHEATHING.
MSTA30, CENTERED ON BEAM. FASTEN
TO EACH JOIST WITH ALL HOLES FILLED
WITH 10d NAILS.
2x RAFTER. SEE PLAN FOR SIZE AND
SPACING.
JOISTS TO BEAM WITH LUS28 SKEWED
LVL BEAM. SEE PLAN FOR SIZE AND
NUMBER OF PLIES.
FTER TO BEAM DETAIL
J/4"
ING
EAM. SEE PLAN
IST AT 16" O.C.
d FOR SIZE
....__...EE SECTION.
FASTEN JOIST TO TOP PLATE PER
TYPICAL WALL SECTION.
11 SECTION
3/4 = 1-01.
OFFICE COPY
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••.•
No. 28
• 70
S
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(*PFF
Sheet
S3.01