HomeMy WebLinkAboutENGINEERED GARAGE - 20-00211 - Dayton - 1092 Cypress Loop - New SFRGENERAL STRUCTURAL NOTES (DRAWING NOTES)
A. CODES AND SPECIFICATIONS
1. International Building Code (IBC) - 2015 Edition
2. ACI 318-14 Building Code Requirement's for Reinforced Concrete
3. ANSVAWC National Design Specification (NDS) & Suppl. for Wood Const. - 2015 Edition
4. ASCE 7-10 Min. Design Loads for Buildings and other Structures.
B. DESIGN LOADS UNIFORM (PSF)
1. Roof Loads
a. Live Load 20 PSF
b. Snow Load
Design Snow Load 35 PSF
Flat Roof Snow Load Pf = 35.0
Ce=1.0;Ct=1.0;Is=1.0
Ground Snow Load 50
Sloped Roof Ps =35.0; Cs = 1.0
2. Lateral Loads
a. Wind Load 115 MPH (3 Sec Gust) Risk Cat= 11; EXP = C
Encl. Cat. - Enclosed Building
Internal Pressure Coef. +/- 0.18
Components & Cladding 12,8 PSF
b. Seismic Load: Risk Cat: II Importance Factor = 1.0
Ss = 43.10%" G; S1 = 15.400% G
Site Class = D
Sds = 0.418; Sdi = 0.224'
Seismic Design Category',= D
Basic Seismic System = Bearing wall System
Design Base Shear V = 0'.064 W
Seismic Response Coef. ',Cs = 0.064
Response Modification Factor R = 6.5
Analysis Procedure = Equivalent Lateral - Force Analysis
C.FOUNDATIONS
(BY OTHERS)
D. MATERIALS
1. Dimensional Lumber #2 Douglas Fir
2. Concrete fc - Ftgs, Walls 3500 PSI Exposure Class = F1 Air Content 50/6
Max Water -Cement Ratio 0.55
Max Aggregrate size j 3/4"
3. Reinforcing Steel ASTM A615 - Grade 60
4. Anchor Bolts A36 / F1554 GRADE 36
E. LUMBER
1. Do not notch any structural wood member unless shown on the drawings.
2. Install and follow all manufacturers guidelines for Engineered Wood I members and LVL products.
--Do not notch or cut flanges of Eng.Wood I Members.--
3. All nails shall be common wire nails. Any nails exposed to weather or moisture shall be
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 wood 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 altglulam members subjected to possible moisture.
10. Roof trusses to be designed and engineered by supplier to meet the design loads herein
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.
WIND COMPONENT AND
CLADDING SCHEDULE
WIND PRESSURE (PSF)
10 SF
50 SF
100 SF
ROOF AT LEAST 6-0"
+10.01-13.8
+10.0,-12.9
+10.0,-12.6
AWAY FROM ANY EDGE
DO NOT SCALE
Et U
MANUF. TRUSSES
ROOF WITHIN 6'-0"
+10.0,-35.6
+10.0,-30.2
+10.0,-27.9
OF ANY EDGE
�
d
APA RATED WOOD PANEL
WALL AT LEAST 6-0" AWAY
+15.1, -16:4
+13.5,-1
+12.9,-14.1
FROM ANY CORNER
�-
W
O
WALL WITHIN 6' 0"
+15.11-20.2
+13.5,-17.1
+112.9,-115.7
OF ANY CORNER
SUPPORTED PANEL EDGES
g'
11. Truss manufacturer to provide truss to truss connection details.
NAILING SCHEDULE 3 SECTION
15/32" APA Rated 32/16 Roof Sheathing Boundary nailing - 8d @ 6" o.c. S1 DO NOT SCALE
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. Contractor shall 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
PRE-MANUF. TRUSSES
(SEE FRAMING PLAN)
ROOF SHEATHING
(SEE NAILING SCHED.)
BOUNDARY NAILING
(SEE NAILING SCHED.)
2x BLOCKING
2xDBLTOP PLATE
(SEE SPLICE DETAIL)
SIMPSON H2.5A 2x WOOD STUD WALL SILL PLATE
WIND & SEISMIC TIE (SEE FRAMING PLAN)
WALL SHEATHING
(SEE NAILING SCHED.) RIM JOIST
2 SECTION
5 SECTION S1 DO NOT SCALE
S1 DO NOT SCALE
DRAG STRUT TRUSS
DESIGN FOR 150 pit
OR SHEATH ONE SIDE
SIMPSON DSC
(BEND STRAP
DOWN WALL)
4 SECTION
S 1 DO NOT SCALE
DRAG STRUT TRUSS
DESIGN FOR 150 pit
OR SHEATH ONE SIDE
FLOOR OR ROOF
4'- 0" MIN. LAP
JOIST SPACE
2 ROWS 16d NAILS
@ 4" O.C. STAGGERED
�-- DBL TOP PLATE CHORD MEMBER
SPLICE DETAIL
W
SIZE
C
SECTION
EPDXY
1/2"
oO
5"
SIMPSON DSC
/
0
S1
DO NOT SCALE
Et U
MANUF. TRUSSES
c
AT FDTN
W
SIZE
UCL
hef
EPDXY
1/2"
oO
5"
.__I
0
10"
DIAPHRAGM BOUNDARY
Et U
0
W
Z cc
AT FDTN
O CL
U
Co
w
Q
�
d
APA RATED WOOD PANEL
ALSTHDB
IIr
wz w¢¢ cWi 3 W W
O�
8„
0
�-
DIAPHRAGM BOUNDARY 1 3/4" MIN. 13/4 MIN.
(SEE NAILING SCHED.)
WALL STUDS APA RATED WOOD PANEL 6" OR 8" CONC.
(SEE FRAMING PLAN) Z STEM WALL
CONTINUOUS PANEL JOINT
WALL SEE NAILING SCHED) S HED)EATHING Ci ;r
T
SUPPORTED PANEL EDGES
(SEE NAILING SCHED:)
2x STUDS BLOCKED EDGE Ili
@ EACH HOEDOWN ANCHOR BOLT MUST BE
SHEAR WALL OR PLACED IN MIDDLE THIRD
(SEE SCHEDULE) BUILDING EDGE CONC. EDGE OF PLATE
SIMPSON HOEDOWN SILL PLATE
(SEE SCHED INTERMEDIATE SUPPORTS
C ' Qi (SEE NAILING SCHED.) BLOCKING CUT & FITTED 1/3 1/3 1/3
III F T
ouAMOnKl Uel Marta
EPDXY ANCHOR BOLT OPTION
SIZE
BY OTHERS
hef
EPDXY
1/2"
81/2-
5"
w
5/8"
10"
DIAPHRAGM BOUNDARY
SIMPSON SET EPDXY SYSTEM OR EQUIV.
a ~ a
U Q =
Z
AT FDTN
(SEE NAILING SCHED.)
_
w 0 z a Ox Z
U 3
Z
APA RATED WOOD PANEL
ALSTHDB
IIr
wz w¢¢ cWi 3 W W
2
8„
8"
�-
W
O
?� ALLOWED
CONTINUOUS PANEL JOINT
o
a w W o Z¢ F- w
g Lu
[ j
SUPPORTED PANEL EDGES
g'
U
¢ O U 5 w O
3 O C F m
0¢
J
co
(SEE NAILING SCHED.)
zz
W
(r
or
UNBLOCKED EDGE
PARTIAL FIRST FLOOR SHEAR WALL PLAN d
M � Z O v~) w w m
J0
HDU2
SHEAR WALL OR
1/8" = 1,-O"
_ ¢ F ar O w z O 1-
F a to _ O v x F v m
5/8" B14" 3"
2/S1
BUILDING EDGE
o
F-
x
Z
O
Fc
N
t m
a
e
INTERMEDIATE SUPPORTS
N
(SEE NIALING SCHED.) ROOF RAFTERS/TRUSS OR FLOOR JOISTSN
cc
W N
>.
1-
X
AQ
c c
4
m
N
V
Ir
O
do
Z
O
UNBLOCKED DIAPHRAGM NAILING
o Q
M
a.
T
CnW
o=
PROJECT NO.
220118
W
SHEET NO.
,
Z
S1
OF
ONE
DIAPHRAGM BOUNDARY 1 3/4" MIN. 13/4 MIN.
(SEE NAILING SCHED.)
WALL STUDS APA RATED WOOD PANEL 6" OR 8" CONC.
(SEE FRAMING PLAN) Z STEM WALL
CONTINUOUS PANEL JOINT
WALL SEE NAILING SCHED) S HED)EATHING Ci ;r
T
SUPPORTED PANEL EDGES
(SEE NAILING SCHED:)
2x STUDS BLOCKED EDGE Ili
@ EACH HOEDOWN ANCHOR BOLT MUST BE
SHEAR WALL OR PLACED IN MIDDLE THIRD
(SEE SCHEDULE) BUILDING EDGE CONC. EDGE OF PLATE
SIMPSON HOEDOWN SILL PLATE
(SEE SCHED INTERMEDIATE SUPPORTS
C ' Qi (SEE NAILING SCHED.) BLOCKING CUT & FITTED 1/3 1/3 1/3
III F T
ouAMOnKl Uel Marta
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
m `�
HOLDOWN OR STbAP
WOOD WALL
CONCRETE WALL
HOLDOWN ANCHOR BOLTS
DETAILS
LABEL
SHEAR WALL
W
o m
rn
HOLDOWN HOOK LENGTH
L � D/4
Z
AT FDTN
FLOOR
# STUDS FASTENERS
2 1 3/4" MIN. 1 3/4" MIN. W
U 3
Z
(SEE FRAMING PLAN)
ALSTHDB
z
2
8„
8"
J
W
O
?� ALLOWED
SINKERS
0
HEAD
[ j
-OR-
2x STUDS
w O Z o
J
co
zz
W
(r
or
o
J0
HDU2
2 1/2"SCREWS
8"
5/8" B14" 3"
2/S1
LU
F-
x
Z
O
Fc
N
t m
a
e
N
C7
cc
H
LOLO
"'
1-
X
AQ
c c
D
N
V
Ir
O
do
Z
O
rn
m `�
HOLDOWN OR STbAP
WOOD WALL
CONCRETE WALL
HOLDOWN ANCHOR BOLTS
DETAILS
LABEL
SHEAR WALL
Z
o m
STUDS �p,T,)
HOLDOWN HOOK LENGTH
L � D/4
Z
AT FDTN
FLOOR
# STUDS FASTENERS
2 1 3/4" MIN. 1 3/4" MIN. W
U 3
F
(SEE FRAMING PLAN)
ALSTHDB
z
2
8„
8"
MIN.
W
eh
?� ALLOWED
SINKERS
0
HEAD
[ j
-OR-
2x STUDS
w O Z o
J
co
zz
W
(r
(6) SDS 1/4X2
o
J0
HDU2
2 1/2"SCREWS
8"
5/8" B14" 3"
2/S1
LU
F-
x
Z
O
Fc
N
t m
a
e
LOOR SHEA HING BETWEEN JOISTS AT PANEL
O Oyu o
(SEE NAILING SCHED) ROOF RAFTER/TRUSS, WALL STUD, SIDES (TYP) r I -
OR FLOOR JOIST z
BOTTOM PLATE BLOCKED DIAPHRAGM NAILING
B SECTION
S1 DO NOT SCALE
L
10
01 .01 U3 U3 U3 5/8"0 MIN
` D!3 NO NOTCHING D = D/3 MAX
ALLOWED m
HOLDOWN SCHEDULE
1" MAX O zQ
HOLDOWN OR STbAP
WOOD WALL
CONCRETE WALL
HOLDOWN ANCHOR BOLTS
DETAILS
LABEL
SHEAR WALL
FLOOR TO
THICKNESS LAYERS (SEENOTEI) (7/16"MIN. CROWN)
STUDS �p,T,)
HOLDOWN HOOK LENGTH
L � D/4
Z
AT FDTN
FLOOR
# STUDS FASTENERS
WALL SIZE
BOLT 0 EMBED. (hef) (eh)
2-1/4
(SEE FRAMING PLAN)
ALSTHDB
z
2
8„
8"
1/Si
H1
eh
?� ALLOWED
SINKERS
0
HEAD
[ j
-OR-
2x STUDS
w O Z o
J
co
zz
W
(r
(6) SDS 1/4X2
J0
HDU2
2 1/2"SCREWS
8"
5/8" B14" 3"
2/S1
ov �� 0 w w p A. USE RJ MODEL WHERE FLOOR SYSTEM OCCURS
ANCHOR BOLT
PER SIMPSON 0 D/3 = �i p C) O B. ANCHORS MUST BE CAST IN PLACE (EPDXY ANCHOR BOLT OPTION NOT ALLOWED)
J
1 SECTION
S1,) DO NOT SCALE
ANCHOR BOLT
6" OR 8" CONC.
STEM WALL
POST INSTALLED SHEAR WALL ANCHORS ONLY.
SHEAR WALL SCHEDULE
1" MAX O zQ
WOOD PANEL SHEATHING FASTNERS - EDGE NAILINGc
FRAMING MEMBER SIZE ANCHOR BOLTS
MARK
NOTCHING OF ROOF OR FLOOR JOIST Z n-
WALL SILL PLATE BOLTO
SPACING
SHEAR WALL
0
THICKNESS LAYERS (SEENOTEI) (7/16"MIN. CROWN)
STUDS �p,T,)
1-3/8
L � D/4
Z
APA RATED 7/16" 1 8d @ 6" O.C. 1 1/2" 16 GA. @ 4" O.C.
2x 2x 78-
- WALL STUDS
Joe
U3 U3 U3
3
2-1/4
(SEE FRAMING PLAN)
°)
z
2-3/4
1-7/8
NO BORING
N
eh
?� ALLOWED
HEAVY HEX
0
HEAD
[ j
2x STUDS
w O Z o
J
co
1 SECTION
S1,) DO NOT SCALE
ANCHOR BOLT
6" OR 8" CONC.
STEM WALL
POST INSTALLED SHEAR WALL ANCHORS ONLY.
SHEAR WALL SCHEDULE
STUD
SPACING
WOOD PANEL SHEATHING FASTNERS - EDGE NAILINGc
FRAMING MEMBER SIZE ANCHOR BOLTS
MARK
GRADE MINIMUM NOMINAL # OF NAILS STAPLES
WALL SILL PLATE BOLTO
SPACING
SHEAR WALL
8" O.C.
THICKNESS LAYERS (SEENOTEI) (7/16"MIN. CROWN)
STUDS �p,T,)
1-3/8
EMBED. (hef)
Z
APA RATED 7/16" 1 8d @ 6" O.C. 1 1/2" 16 GA. @ 4" O.C.
2x 2x 78-
4'-0"
°7"
NOTCHING & HOLf
EA HOEDOWN O=m1M BORING OF EXT. C. SEE INTERMEDIATE NAILING SCHED
EE SCHEDULE) im 0 OR BEARING WALL D. SEE EPDXY ANCHOR BOLT OPTION
ALL SHEATHING HOLE BORINGOFROOF ORFLOOR JOIST
STUDS NOTE: BLOCK ALL SHEAR WALL PANEL
EE NAILINGSCHEDj EDGES. SEE DETAIL B/S1
DBL TOP PLATE NOTES:
MPSON HOEDOWN 1. NAILS TO BE COMMON OR GALV. BOX NAILS ONLY. (GALV.
I MODEL
EE SCHED)
OTTOM PLATE
SIZE SCHEDULE
STUD
SPACING
MEMBER
D/3
D/4
D/6
2x4
1-1/8
8d @ 12" O.C.
8" O.C.
2x6
1-3/4
1-3/8
1 7/8
24" O.C,
2-3/8
1-3/4
1-1/8
k'5--518
3
2-1/4
1-1/2
°)
z
2-3/4
1-7/8
NAILS MUST BE HO I UPPED UH I UMGLtid)..NUN-UALV. t3UX
NAILS, SINKERS, ETC. ARE NOT ALLOWED.
2. FOUNDATION SILL PLATE SHALL BE ATTACHED PER DETAIL
3. ALL EXTERIOR WALLS TO BE l U.N.O.
4. � DENOTES A SHEAR WALL
5. LOCATE HOLDOWNS AT CORNERS AND ADJACENT TO
DOORMINDOW OPENINGS. (SEE ARCH DRAWINGS)
FLOOR SHEATHING �O�� 6. ALL ANCHOR BOLTS TO BE A36/F1554 GRADE 36
(SEE NAILING SCHED) HOLES & NOTCHES IN BEAMS
ARE NOT ALLOWED UNLESS WALL STUD
OTHERWISE APPROVED IN L STRAPS
S 250
S
WRITING BY ENGINEER STEEL STRAPS (MIN)
NOTCHING OF DOUBLE
A SECTION TOP PLATE
KS1) DO NOT SCALE
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.
Z
Z
O-
4
i -Z
w2
Z
W
V J
_0 1
00
co
0S
cc
EL
o-
r
a
°)
z
W
OR
N
eh
HEAVY HEX
0
HEAD
V'
V J
00
co
Ox
W
a
°)
W
Z
N
Z
0
W
[ j
V
cc
°=N
J
co
zz
W
(r
J0
<
WQQW
LU
F-
0�
Z
O
Fc
N
UJLU
N
U
W
11
H
LOLO
"'
1-
X
c c
D
N
V
O
do
Z
O
M
a.
T
PROJECT NO.
220118
SHEET NO.
S1
OF
ONE