HomeMy WebLinkAboutSTRUCTURAL ENGINEERS - 20-00355 - 1142 Greenside Loop - New SFRGARAGE ONLY
WIND COMPONENT AND
GENERAL STRUCTURAL NOTES (DRAWING NOTES) (GARAGE ONLY)
WINDpC ( )
I
A. CODES AND SPECIFICATIONS
APA RATED WOOD PANEL
ROOF AT LEAST 3'-0"
AWAY FROM ANY EDGE
1. International Building Code (IBC) - 2015 Edition
+17.8,-18A
+17.4,-17.4
2. ACI 318-14 Building Code Requirements for Reinforced Concrete
+18.7,-22.5
+17.8,-20.7
3. ANSVAWC National Design Specification (NDS) & Suppl. for Wood Const. - 2015 Edition
OF ANY EDGE
SHEAR WALL OR
4. ASCE 7-10 Min. Design Loads for Buildings and other Structures.
BUILDING EDGE
WALL AT LEAST 3 -0"
AWAY FROM ANY CORNER
B. DESIGN LOADS UNIFORM (PSF)
+18.4,-19.6
+17.7,-19.0
1. Floor Loads Uniform
+19.9, -25.1
+18.4, -21.9
a. Main Live = Slab on Grade
OF ANY CORNER
APA RATED WOOD PANEL
2. Roof Loads
CONTINUOUS PANEL JOINT
(20) 16d
SINKERS
a. Live Load 20 PSF'
1/3 11/)33 1/3
(SEE NAILING SCHED.)
b. Snow Load
BLOCKED EDGE
HEAVY HEX
Design Snow Load 35 PSF
HEAD
BUILDING EDGE
Flat Roof Snow Load Pf - 35.0
INTERMEDIATE SUPPORTS
8d @ 4" O.C.
(SEE NAILING SCHED.)
Ge = 1.0; Ct - 1.20; Is = 1.0
2x
BETWEEN JOISTS AT PANEL
ROOF RAFTER/TRUSS, WALL STUD,
Ground Snow Load 50
OR FLOOR JOIST
or
SECTION BLOCKED DIAPHRAGM NAILING
nC
S 1 DO NOT SCALE
Sloped Roof Ps - $1.8; Cs = 0.91
L
U3 U3 U3
rfj
HDU2
5/8"0 MIN
D/3 NO NOTCHING D
M D!3 MAX
3. Lateral Loads
5/8"
m CO
3"
O
¢
o
Owo
2
D
a. Wind Load 115 MPH (3 Sec Gust) Risk Cat= 11; EXP = C
wild
U3
= = O��
B14"
3"
MAX
Oz¢
NOTCHING OF ROOF OR FLOOR JOIST
Z w
D
Encl. Cat. - Partially Enclosed Building
iY)
40 01 U3 U3 U3
/
NO BORING
?� ALLOWED
SIMPSON
Internal Pressure Coef. +/- 0.55
o JNOTCHING
0-0-JBORING
&HOLE
OF EXT.
PROJECT NO.
OR BEARING WALL
HOLE BORING OF ROOF OR FLOOR JOIST
STUDS
(SEE SCHI
Components & Cladding - 12.9 PSF
S1
OF
ONE
b. Seismic Load: Risk Cat: 11 Importance Factor = 1.0
Ss=43.1%"G;S1 =115.4%G
Site Class = D
Sds = 0.418; Sd1 = 0.224
Seismic Design Category = D
Basic Seismic System = Bearing wall System
Design Base Shear V = 0.064 W
Seismic Response Goef. Cs '= 0.064
Response Modification Factor R = 6.5
Analysis Procedure = Equivalent Lateral - Force Analysis
C.FOUNDATIONS (BY OTHERS)
D. MATERIALS
SILL PLATE
1. Dimensional Lumber #2 Douglas Fir
2. Concrete fc - Ftgs, Walls 3500 PSI Exposure Class = F1 Air Content 5%
- Garage & Exterior Slabs 4500 PSI Exposure Class = F2 Air Content 60%
RIM JOIST
Max Water -Cement Ratio 0.55
Max Aggregrate size 3/4"
3. Reinforcing Steel ASTM A615 - Grade 60
4. Anchor Bolts A36 / F1554 GRADE 36
3
E. LUMBER
SECTION
1. Do not notch any structural wood member unless shown on the drawings.
$1 DO NOT SCALE
2. Install and follow all manufacturers guidelines for Engineered Wood I members and LVL products.
--Do not notch or cut flanges of Eng. Wood 11 Members.--
embers:-
3. All nails shall be common wire nails. Any nails exposed to weather or moisture shall be
3.
of stainless steel or shall be galvanized.
4. Nailing to conform to IBC Table 2304.10.1 unless noted otherwise (See Nailing Schedule).
5. Wherever possible nails should be driven perpendicular to the grain instead of toe nail.
6. Where wood tends to split, holes for nails shall be bored a diameter smaller that of the nails.
7. Plywood face grain must be perpendicular to its supports.
8. Any woad members in contact with concrete or earth shall be pressure -treated wood or wood
. )
that is decay resistant redwood or cedar).
9. Wet use adhesives shall be used on all glulam members subjected to possible moisture.
SIMPS(
10. Roof trusses to be designed and engineered by supplier to meet the design loads herein
(SEE S
indicated in addition to any and all drifting loads; wind loads, equipment loads and other
loads as indicated on framing plan. Submit shop drawings and calculations for review.
11. Truss manufacturer to provide truss to truss connection details.
NAILING SCHEDULE
15/32" APA Rated 32/16 Roof Sheathing Boundary nailing - 8d @ 6" o.c.
No blocking required unless shown End nailing - 8d @ 6" o.c.
on framing plan. See typical detail. Side nailing - 8d @ 6" o.c.
use panel clips at unsupported edges. Intermediate nailing - 8d @ 12" o.c.
SHEAR WALLS
See Shear Wall Schedule
GENERALNOTES
1. Adequate shoring and bracing of all structural members during construction shall be provided.
2. Any proposed field changes shall have prior approval from the Engineer.
3. Contractors all verify all dimensions in the'field. Any variation from the drawings shall be brought
to the attention of the Engineer.
4. Install Simpson hardware as per Manufacturers requirements.
5. Details are representations/ depictions only. Follow written callouts.
6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER
a
SILL PLATE
RIM JOIST
GARAGE ONLY
WIND COMPONENT AND
CLADDING tUUSF
WINDpC ( )
I
D/6
APA RATED WOOD PANEL
ROOF AT LEAST 3'-0"
AWAY FROM ANY EDGE
+18.7,-19.9
+17.8,-18A
+17.4,-17.4
ROOF WITHIN 3'-0"
+18.7,-22.5
+17.8,-20.7
+17.4,-19.9
OF ANY EDGE
SHEAR WALL OR
1-1/8
BUILDING EDGE
WALL AT LEAST 3 -0"
AWAY FROM ANY CORNER
+19.9,-21.2
+18.4,-19.6
+17.7,-19.0
WALL WITHIN T-0"
+19.9, -25.1
+18.4, -21.9
+17.7,-20.5
OF ANY CORNER
APA RATED WOOD PANEL
RATED
CONTINUOUS PANEL JOINT
WALL STUDS
(SEE FRAMING PLAN)
WALL SHEATHING
(SEE NAILING SCHED)
2x STUDS
@ EACH HOLDOWN
(SEE SCHEDULE)
- FLOOR SHEATHING
(SEE NAILING SCHED)
� BOTTOM PLATE
ANCHOR BOLT
PER SIMPSON
2 SECTION
S1 DO NOT SCALE
PRE-MANUF.TRUSSES
(SEE FRAMING PLAN)
ROOF SHEATHING
(SEE NAILING SCHED.)
BOUNDARY NAILING
(SEE NAILING SCHED.)
2x BLOCKING
SIMPSON H2.5A
WIND & SEISMIC TIE
WALL SHEATHING
(SEE NAILING SCHED.)
SECTION
S1/ DONOTSCALE
FLOOR OR ROOF
2x DBL TOP PLATE
(SEE SPLICE DETAIL)
2x WOOD STUD WALL
(SEE FRAMING PLAN)
4_0" MIN. LAP
JOIST SPACE
2 ROWS 16d NAILS
@ 4" O.C. STAGGERED
ALL STUDS
EE FRAMING PLAN)
STUDS
EA HOLDOWN
EE SCHEDULE)
ALL SHEATHING
EE NAILING SCHED)
MPSON HOLDOWN
I MODEL
EE SCHED)
OTTOM PLATE
FLOOR SHEATHING
(SEE NAILING SCHED)
DBL TOP PLATE CHORD MEMBER
D SECTION SPLICE DETAIL
S1 DO NOT SCALE
SIZE SCHEDULE
1 3/4"
DIAPHRAGM BOUNDARY
D/3
(SEE NAILING SCHED.)
D/6
APA RATED WOOD PANEL
1-1/8
CONTINUOUS PANEL JOINT
5/8
SUPPORTED PANEL EDGES
1-3/4
(SEE NAILING SCHED.)
7/8
UNBLOCKED EDGE
2-3/8
SHEAR WALL OR
1-1/8
BUILDING EDGE
3
INTERMEDIATE SUPPORTS
1-1/2
(SEE NIALING SCHED.) ROOF RAFTERS/TRUSS OR FLOOR JOISTS
UNBLOCKED DIAPHRAGM NAILING
DIAPHRAGM BOUNDARY
1-7l8
(SEE NAILING SCHED.)
H1
APA RATED WOOD PANEL
RATED
CONTINUOUS PANEL JOINT
(20) 16d
SINKERS
SUPPORTED PANEL EDGES
1/3 11/)33 1/3
(SEE NAILING SCHED.)
eh
BLOCKED EDGE
HEAVY HEX
SHEAR WALL OR
HEAD
BUILDING EDGE
7/16"
INTERMEDIATE SUPPORTS
8d @ 4" O.C.
(SEE NAILING SCHED.)
BLOCKING CUT & FITTED
2x
BETWEEN JOISTS AT PANEL
ROOF RAFTER/TRUSS, WALL STUD,
SIDES (TYP.)
OR FLOOR JOIST
(6) SDS 1/4X2
SECTION BLOCKED DIAPHRAGM NAILING
nC
S 1 DO NOT SCALE
N
L
U3 U3 U3
rfj
HDU2
5/8"0 MIN
D/3 NO NOTCHING D
M D!3 MAX
"e.J ALLOWED
5/8"
m CO
3"
O
¢
o
Owo
2
D
o
D/3
ri"
wild
U3
= = O��
B14"
3"
MAX
Oz¢
NOTCHING OF ROOF OR FLOOR JOIST
Z w
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40 01 U3 U3 U3
/
NO BORING
?� ALLOWED
o JNOTCHING
0-0-JBORING
&HOLE
OF EXT.
PROJECT NO.
OR BEARING WALL
HOLE BORING OF ROOF OR FLOOR JOIST
STUDS
DBL TOP PLATE
SIZE SCHEDULE
1 3/4"
MEMBER
D/3
D/4
D/6
2x4
1-1/8
7/8
5/8
2x6
1-3/4
1-3/8
7/8
2x8
2-3/8
1-3/4
1-1/8
2x10.
3
2-1/4
1-1/2
2x12
3-5/8
2-3/4
1-7l8
HOLES & NOTCHES IN BEAMS WALL STUD
ARE NOT ALLOWED UNLESS
OTHERWISE APPROVED IN
WRITING BY ENGINEER
B SECTION
$1 DO NOT SCALE
FTG
NO PIPE
THRU FTG
7(2) SIMPSON CS 250
STEEL STRAPS (MIN)
NOTCHING OF DOUBLE
TOP PLATE
SEE NOTES FOF
REINF AROUND
Z
g NO PIPE
+ THRU FTG
7Z
CONC. FILL TO BE SAME CONC. FILL TO BE IN PLACE
- 'I BEFORE FTG. IS POURED IF PIPE OR DUCT INTERFERES
WIDTH AS FTG. WITH FOOTING AND PIPE OR
DUCT CANNOT BE DROPPED,
PERPENDICULAR TO FOUNDATION CONTACT THE ENGINEER
I V-6" MIN. BACK
FILL
III I
TRENCH
_Z
PIPE OR
If � DUCT %
II 1-1 1 1 NO EXCAVATION f b 1 1 1 1 1 1
BELOW THIS LINE 6
A SECTION 12
S1 DO NOT SCALE PARALLEL TO FOUNDATION
SILL PLATE ANCHORAGE OF SHEAR WALLS
A V -M
a-0 v2"
MAX. STANDARD CUT WASHER ® ;
MIN. 354'x0.229"
PLATE WASHER WITH
MAX. 1 3/4" SLOT
SECTION A -A
PLATE WASHERS MUST BE A MIN. OF 0.229"x3"x3" AND
MUST EXTEND TO WITHIN 1/2 OF THE SHEATHED
EDGE OF THE SILL PLATE. SLOTS ARE PERMITTED IN
THE PLATE WASHER TO ALLOW FOR A TOLERANCE IN
ANCHOR ROD PLACEMENT.
Z
1 3/4"
MIN. 1 3/4" MIN.
0-
I'-
LOU �
1/2"
6" OR 8" GONG.
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
5/8"
STEM WALL
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
,_
O-
HOLDOWN
HOOK LENGTH
SHEAR WALL
I
AT FDTN
FLOOR
M
II
I
ANCHOR BOLT MUST BE
o¢.
GONG. EDGE
L
PLACED IN MIDDLE THIRD
H1
L
RATED
OF PLATE
(20) 16d
SINKERS
OR
1/3 11/)33 1/3
SILL PLATE
Z
g NO PIPE
+ THRU FTG
7Z
CONC. FILL TO BE SAME CONC. FILL TO BE IN PLACE
- 'I BEFORE FTG. IS POURED IF PIPE OR DUCT INTERFERES
WIDTH AS FTG. WITH FOOTING AND PIPE OR
DUCT CANNOT BE DROPPED,
PERPENDICULAR TO FOUNDATION CONTACT THE ENGINEER
I V-6" MIN. BACK
FILL
III I
TRENCH
_Z
PIPE OR
If � DUCT %
II 1-1 1 1 NO EXCAVATION f b 1 1 1 1 1 1
BELOW THIS LINE 6
A SECTION 12
S1 DO NOT SCALE PARALLEL TO FOUNDATION
SILL PLATE ANCHORAGE OF SHEAR WALLS
A V -M
a-0 v2"
MAX. STANDARD CUT WASHER ® ;
MIN. 354'x0.229"
PLATE WASHER WITH
MAX. 1 3/4" SLOT
SECTION A -A
PLATE WASHERS MUST BE A MIN. OF 0.229"x3"x3" AND
MUST EXTEND TO WITHIN 1/2 OF THE SHEATHED
EDGE OF THE SILL PLATE. SLOTS ARE PERMITTED IN
THE PLATE WASHER TO ALLOW FOR A TOLERANCE IN
ANCHOR ROD PLACEMENT.
Z
Z
9-
0-
I'-
LOU �
1/2"
Lu
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
5/8"
-0_
O�
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
,_
O-
HOLDOWN
HOOK LENGTH
SHEAR WALL
8" O.C.
AT FDTN
FLOOR
M
FASTENERS
WALL SIZE
o¢.
EMBED. (hef)
L
Z
_
H1
L
RATED
2
(20) 16d
SINKERS
OR
-
8"
eh
2/S1
HEAVY HEX
-OR-
HEAD
GARAGE SHEAR WALL PLAN
1/8" = 14-0"
EPDXY ANCHOR BOLT OPTION
SIZE
de
hef
EPDXY
1/2"
81/2-
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
5/8"
10"
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
Z de
g MIN.
v
m
13/4" MIN.. 3/4" MIN.
Z
ANCHOR BOLT
6" OR 8" GONG.
STEM WALL
POST INSTALLED SHEAR WALL ANCHORS ONLY.
HOLDOWN SCHEDULE
STUD
SPACING
HOLDOWN OR STRAP
WOOD WALL
CONCRETE WALL
HOLDOWN ANCHOR BOLTS
DETAILS
LABEL
MINIMUM NOMINAL
FLOOR TO
NAILS
STAPLES
WALL
SILL PLATE
HOLDOWN
HOOK LENGTH
SHEAR WALL
8" O.C.
AT FDTN
FLOOR
# STUDS
FASTENERS
WALL SIZE
BOLT 0
EMBED. (hef)
(eh)
Z
_
H1
ALSTHD8
RATED
2
(20) 16d
SINKERS
8"
-
8"
-
2/S1
4'-0"
-OR-
APA RATED
7/16"
1
8d @ 4" O.C.
1 1/2" 16 GA. @ 3" O.C.
2x
2x
5/8"
4'-0"
DT'
f
(6) SDS 1/4X2
ZF-
N
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ItN
2
1/2" SCREWS
&1
5/8"
814"
3"
3/S1
H2
HDU5
2
(14) SDS 1/4X2
1/2 SCREWS
8"
5/8"
B14"
3"
3/S1
A. USE RJ MODEL WHERE FLOOR SYSTEM OCCURS
B. ANCHORS MUST BE CAST IN PLACE (EPDXY ANCHOR BOLT OPTION NOT ALLOWED)
SHEAR WALL SCHEDULE
STUD
SPACING
WOOD PANEL SHEATHING
FASTNERS - EDGE NAILINGD
FRAMING MEMBER SIZE
ANCHOR BOLTS
MARK
GRADE
MINIMUM NOMINAL
# OF
NAILS
STAPLES
WALL
SILL PLATE
BOLT 0
SPACING
SHEAR WALL
8" O.C.
<,
THICKNESS
LAYERS
(SEENOTE I)
(7/16" MIN. CROWN)
STUDS
(P.T.)
Z
_
EMBED. (hef)
AAPA
RATED
7/16"
1
8d @ 6" O.C.
1 1/2" 16 GA. @ 4" O.C.
2x
2x
5/8"
4'-0"
DT'
APA RATED
7/16"
1
8d @ 4" O.C.
1 1/2" 16 GA. @ 3" O.C.
2x
2x
5/8"
4'-0"
DT'
C. SEE INTERMEDIATE NAILING SCHED
D. SEE EPDXY ANCHOR BOLT OPTION NOTE: BLOCK ALL SHEAR WALL PANEL
NOTES: EDGES. SEE DETAIL C/S1
1. NAILS TO BE COMMON OR GALV. BOX NAILS ONLY. (GALV.
NAILS MUST BE HOT DIPPED OR TUMBLED). NON-GALV. BOX
NAILS, SINKERS, ETC. ARE NOT ALLOWED.
2. FOUNDATION SILL PLATE SHALL BE ATTACHED PER DETAIL
3. ALL EXTERIOR WALLS TO BE Q U.N.O.
4. �� DENOTES A SHEAR WALL
5. LOCATE HOLDOWNS AT CORNERS AND ADJACENT TO
DOOR/WINDOW OPENINGS. (SEE ARCH DRAWINGS)
6. ALL ANCHOR BOLTS TO BE A36/F1554 GRADE 36
CINTERMEDIATE NAILING (FIELD)
STUD
SPACING
MINIMUM PANEL
THICKNESS
FASTNERS - FIELD NAILING
NAILS
STAPLES
7/16" MIN. CROWN
16" O.C.
7/16"
8d @ 12" O.C.
8" O.C.
24" O.C.
7/16"
8d @ 6" O.C.
4" O.C.
24" O.C.
15/32"
8d @ 12" O.C.
8" O.C.
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PROJECT NO.
220193
SHEET NO.
S1
OF
ONE