HomeMy WebLinkAboutDecision 4241 - Structural Notes (Revised)RAMSET
I
Lj
V2Y PLY ONE SIDE
FULL HEIGHT
LIVING
SPACE HDU4-SDS 25
IRAM TO CMU, 2
RO 16.O.C.,
HDU2-SDS 2.5
5/8' DIA. RODS EPDXY SET
TO FOUNDATION -
GROUT CMU SOLD
FIRST FLOOR PLAN
SCALE: 3/16"=1'-0"
rIMPSON MSTAM 36
r-----=BATnHI
i
DECK BEDROOM
5/8- Dia
1G� % TO 36'X3(
FTld CONCRETE F(
U
FF==L�7
g DU2-SDS 2.5
A. V5/8 DIA. RODS EPDXY
TO FOUNDAnoM-
GROUT CMU SOLID
MPSON MSTAM 36
. .
BATH BATH
El
BEDROOM BEDROOM
TO CMU
5/8" DIA. ROD „p_:_:.
Tb 36•X36"X36'
12
--4/2•
PLY ONE SIDE
2-8D
CONCRETE FOOTING I
FULL HEIGHT
00
4x4 EWP
(ENGINEER.ESi.WOOD POSTS)
?;,I
r l
C
SPACE
v
.5
TOP PLATES AT INTERSECTIONS (FACE—NAILED)
HDU8-SDS 2.5 W/ 7/8' DIA. RODS
1/2• PLY BOTH SIDES
LV
STUD TO STUD (FACE NAILED
HEADER TO
EPDXY SET TO FOUNDATION- GROUT CMU SOLID4X4 E
O r"'
{!•L\V���'
-
16D
X4 EWP
16" O.C. ALONG EDGES
FLOOR FRAMING
(ENGINEERED WOOD POSTS)
6
r
2.5 WW1/ 7/8• DIA RODS
HDU2-SDS 2.5
5/8' DIA. RODS EPDXY SET
TO FOUNDATION -
GROUT CMU SOLD
FIRST FLOOR PLAN
SCALE: 3/16"=1'-0"
rIMPSON MSTAM 36
r-----=BATnHI
i
DECK BEDROOM
5/8- Dia
1G� % TO 36'X3(
FTld CONCRETE F(
U
FF==L�7
g DU2-SDS 2.5
A. V5/8 DIA. RODS EPDXY
TO FOUNDAnoM-
GROUT CMU SOLID
MPSON MSTAM 36
. .
BATH BATH
El
BEDROOM BEDROOM
TO CMU
r--SIMPSON MSTAM 36
BEDROOM 11DECK
tsMPSON CS16 X 4'-0• tSIMPSON CS16 X 4'-0' SIMPSON CS16 X 4'-0'-+ SIMPSON CS16 X
I
SECOND FLOOR PLANSMPSON CS16 K 4'-
SCALE: 3/16'=1'-0" -
Or
/—BLOCKING AT 24" O.C.
•
SIDEWALL • •
• • • 2-16D COMMON
• • NAILS AT 10" O.C.
HOLDDOWN •
® • CORNER STUD
• CONNECTED TO
TRANSFER SHEAR
10 CORNER STUD HOLDDOWN
2. GENERAL NAILING SCHEDULE
ROOF FRAMING:
SPLICE LENGTH
(FT.)
12
--4/2•
PLY ONE SIDE
2-8D
2-10D
FULL HEIGHT
RIM BOARD TO RAFTER (END—NAILED)
2-16D
LIVING
EACH END
I
SPACE
NUMBER OF 16D COMMON NAILS PER EACH SIDE OF. SPLICE
.5
TOP PLATES AT INTERSECTIONS (FACE—NAILED)
4-16D
'X36'
AT JOINTS
STUD TO STUD (FACE NAILED
HEADER TO
)TING
2-16D
24" O.C.
HEADER (FACE—NAILED)
16D
X4 EWP
16" O.C. ALONG EDGES
FLOOR FRAMING
NGINEERED 11QD POSTS)
6
1/2' PLY BOTHDUB-SDS
42-SDS
2.5 WW1/ 7/8• DIA RODS
4-8D
ENTIRE SIDE WAPDXY
SET TO FOUNDATION- GROUT CWU SOLID
BLOCKING TO JOIST (TOE—NAILED)
2-8D
X4 EWP
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE—NAILED)
NGINEERED WOOD POSTS)
4-16D
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED)
3-16D
4-16D
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE—NAILED)
25
3-10D
PER JOIST
5/8" DIA RODS EPDXY SET
3-16D
4-16D
Tb FOUNDARON-
BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED)
2-16D
GROUT CMU SOLID
r--SIMPSON MSTAM 36
BEDROOM 11DECK
tsMPSON CS16 X 4'-0• tSIMPSON CS16 X 4'-0' SIMPSON CS16 X 4'-0'-+ SIMPSON CS16 X
I
SECOND FLOOR PLANSMPSON CS16 K 4'-
SCALE: 3/16'=1'-0" -
Or
/—BLOCKING AT 24" O.C.
•
SIDEWALL • •
• • • 2-16D COMMON
• • NAILS AT 10" O.C.
HOLDDOWN •
® • CORNER STUD
• CONNECTED TO
TRANSFER SHEAR
10 CORNER STUD HOLDDOWN
2. GENERAL NAILING SCHEDULE
ROOF FRAMING:
SPLICE LENGTH
(FT.)
12
1 16
BLOCKING TO RAFTER (TOE—NAILED)
2-8D
2-10D
EACH END
RIM BOARD TO RAFTER (END—NAILED)
2-16D
3-16D
EACH END
WALL FRAMING
1 80
NUMBER OF 16D COMMON NAILS PER EACH SIDE OF. SPLICE
2
TOP PLATES AT INTERSECTIONS (FACE—NAILED)
4-16D
5-16D
AT JOINTS
STUD TO STUD (FACE NAILED
HEADER TO
2-16D
2-16D
24" O.C.
HEADER (FACE—NAILED)
16D
16D
16" O.C. ALONG EDGES
FLOOR FRAMING
4
6
7
JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAILED)
4-8D
4-10D
PER JOIST
BLOCKING TO JOIST (TOE—NAILED)
2-8D
2-10D
EACH END
BLOCKING TO SILL OR TOP PLATE (TOE—NAILED)
3-16D
4-16D
EACH BLOCK
LEDGER STRIP TO BEAM OR GIRDER (FACE -NAILED)
3-16D
4-16D
EACH JOIST
JOIST ON LEDGER TO BEAM (TOE—NAILED)
3-8D
3-10D
PER JOIST
BAND JOIST TO JOIST (END—NAILED)
3-16D
4-16D
PER JOIST
BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED)
2-16D
3-16D
PER FOOT
ROOF SHEATHING
14
16
20
WOOD STRUCTURAL PANELS
28
32
RAFTERS OR TRUSSES SPACED UP TO 16" O.C.
8D
10D
6" EDGE / 6" FIELD
RAFTERS OR TRUSSES SPACED OVER 16" O.C.
8D
10D
4" EDGE / 4 FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG
8D
10D
6" EDGE / 6 FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/ STRUCTURAL OUTLOOKERS
8D
10D
6" EDGE / 6 FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS W/ LOOKOUT BLOCKS
8D
10D
4" EDGE / 4 FIELD
CEILING SHEATHING
GYPSUM WALLBOARD
5D COOLERS
—
7" EDGE / 10" FIELD
WALL SHEATHING
WOOD STRUCTURAL PANELS
STUDS SPACED UP TO 24" O.C.
8D
10D
6" EDGE / 12" FIELD
1/2" AND 25/32" FIBERBOARD PANELS
8D1
—
3" EDGE / 6" FIELD
1/2" GYPSUM WALLBOARD
5D COOLERS
—
7" EDGE / 10" FIELD
FLOOR SHEATHING
WOOD STRUCTURAL PANELS
1" OR LESS
8D,
10D
6" EDGE / 12" FIELD
GREATER THAN 1"
10D
16D
6" EDGE / 6" FIELD
1 CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS.
NAILS— UNLESS OTHERWISE STATED, SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT
DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED UNLESS OTHERWISE PROHIBITED.
+ TABLE TAKEN FROM: AMERICAN FOREST & PAPER ASSOCIATION AMERICAN WOOD COUNCIL, 110,
GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS, 110 MPH EXPOSURE 8 WIND ZONE,
TABLE 2. GENERAL NAILING SCHEDULE
TABLE 6. TOP PLATE SPLICE TABLE 8. WALL CONNECTIONS FOR ENDWALL ASSEMBLIES
BUILDING DIMENSION OF WALL.' CONTAINING TOP PLATE SPLICE (FT.)
SPLICE LENGTH
(FT.)
12
1 16
1 20
124
1 28
1 32
1 36
1 40
1 50
1 60
1 70
1 80
NUMBER OF 16D COMMON NAILS PER EACH SIDE OF. SPLICE
2
4
6
8
8
NP
NP
NP
NP
NP
NP
NP
NP
4
4
6
7
8
10
12
14
16
NP
NP
NP
NP
6
4
6
7
8
10
12
14
16
20
24
NP
NP
8
4
6
7
8
10
12
14
16
20
24
28
32
SCALE: 3/16"=1'-0"
SHEAR WALL
MARK
WALL HEIGHT (FT.)
STUD SPACING
UPLIFT
(LB.)
8
10
12
14
16
18
20
PLATE`-T0—STUD — NO., OF 16D'COMMON NAILS = (ENDNNLED)`
12" O.0
127
2
2
1 2
1 2
1 2
12
2
16" O.0
169
2
2
2
2
2
2
2
24" O.0
253
2
2
2
1 3
3
3
4
SCALE: 3/16"=1'-0"
SHEAR WALL
MARK
LOCATION
LENGTH
(FT)
HEIGHT
(FT)
MATERIAL
NAILING
BLOCKED?
HOLD DOWN
FORCE (LB.)
HOLD DOWN
PRODUCT
END POST
ANCHOR
SW -1
END WALL
3'
* TABLE TAKEN FROM— AMERICAN
FOREST & PAPER ASSOCIATION
8d ® 3"O.C.
YES
5777
HDU8—SDS 2.5
4X4 EWP
7/8- ALL THREAD ROD
SW -2
STAIR WALL
9'-7"
7'-7"
1/2„ PLY ONE SIDE
8d ® 3"O.C.
YES
3060
NP= NOT PERMITTED
2-2X4
AMERICAN
WOOD COUNCIL, 110
# TABLE TAKEN FROM: AMERICAN
FOREST &PAPER ASSOCIATION
GUIDE TO
WOOD CONSTRUCTION IN HIGH WIND AREAS,
#6 ® 7"O.C.
YES
110 MPH
EXPOSURE B WIND ZONE,
AMERICAN
GUIDE TO
WOOD COUNCIL, 110
WOOD CONSTRUCTION IN HIGH WIND AREAS,
TABLE 8.
WALL CONNECTIONS FOR ENDWALL ASSEMBLIES
110 MPH EXPOSURE B WIND ZONE,
5'-7
1/2' PLY ONE SIDE
TABLE 6.
TOP PLATE SPLICE
2034
HDU2—SDS 2.5
REAR
1F, -
CMU WALL
A.5
STRUCTURAL NOTES
SCALE: 3/16"=1'-0"
SHEAR WALL
MARK
LOCATION
LENGTH
(FT)
HEIGHT
(FT)
MATERIAL
NAILING
BLOCKED?
HOLD DOWN
FORCE (LB.)
HOLD DOWN
PRODUCT
END POST
ANCHOR
SW -1
END WALL
3'
5'-7"
1/2" PLY BOTH SIDES
8d ® 3"O.C.
YES
5777
HDU8—SDS 2.5
4X4 EWP
7/8- ALL THREAD ROD
SW -2
STAIR WALL
9'-7"
7'-7"
1/2„ PLY ONE SIDE
8d ® 3"O.C.
YES
3060
HDU4—SDS 2.5
2-2X4
5/8
SW -3
PARTY WALL
28'
5'-7"
5/8 GYP BOTH SIDES
#6 ® 7"O.C.
YES
834
HDU2—SDS 2.5
2-2X4
5/8"
SW -4
FRONT WALL
2X4'-6" +3'
5'-7
1/2' PLY ONE SIDE
8d ®4 O.C.
YES
2034
HDU2—SDS 2.5
2-2X4
5/8"
A.5
STRUCTURAL NOTES
TOTAL NUMBER OF SHEETS
IN SET:
5
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE. SET OF
WORKING DRAWINGS
EPDXY SET WITH FASTENAL
ANKR—TITE IMPACT HAMMER
GLASS CAPSULES
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PROGRESS SET
REGISTRATION
SCALE: 1/4"=1'-0"
0 1 2 4 8
UNLESS OTHERWISE NOTED.'
SHEET NO.
A.5
STRUCTURAL NOTES
TOTAL NUMBER OF SHEETS
IN SET:
5
THIS SHEET INVALID
UNLESS ACCOMPANIED BY
A COMPLETE. SET OF
WORKING DRAWINGS