HomeMy WebLinkAboutSTRUCTURAL ENGINEERS - 20-00356 - 1106 Greenside Loop - Bryant New SFRGENERAL STRUCTURAL NOTES (DRAWING NOTES) (GARAGE ONLY)
A. CODES AND SPECIFICATIONS DIAPHRAGM BOUNDARY 1 3/4" MIN. 1 3/4" MIN.
1. International BuildingCode (IBC) - 2015 Edition DRAG STRUT TRUSS
(SEE NAILING SCHED.)
(SHEATHED ONE SIDE)
2. ACI 318-14 Building Code Requirements for Reinforced Concrete1
3. ANSI/AWG National Design Specification (NDS) & Suppl. for Wood Const. - 2015 Edition APA RATED WOOD PANEL X 6" OR 8" CONC.
4. ASCE 7-10 Min. Design Loads for Buildings and other Structures. I STEM WALL S1
B. DESIGN LOADS UNIFORM (PSF) CONTINUOUS PANEL JOINT
1. Floor Loads Uniform SIMPSON DSC N a
a. Main Live = Slab on Grade SUPPORTED PANEL EDGES
2. Roof Loads (SEE NAILING SCHED.)
a. Live Load 20 PSF
b. Snow Load UNBLOCKED EDGE ANCHOR BOLT MUST BE H1
Design Snow Load 35 PSF SHEAR WALL ORCONC. EDGE PLACED IN MIDDLE THIRD
Flat Roof Snow Load Pf = 35.0 OF PLATE
Ce = 1.0; Ct = 1.20; Is = 1.0 BUILDING EDGE
Ground Snow Load 50 SILL PLATE
Sloped Roof Ps - 31.8; Cs = 0.91 INTERMEDIATE SUPPORTS
3. Lateral Loads (SEE. NIALING SCHED.) ROOF RAFTERSlfRUSS OR FLOOR JOISTS 1/3 1/3 1/3
a. Wind Load 115 MPH (3 Sec Gust) Risk Cat= II; EXP = CSILL PLATE ANCHORAGE OF SHEAR WALLS j 1
Encl. Cat. - Enclosed Building UNBLOCKED DIAPHRAGM NAILING Si
Internal Pressure Coef. +/- 0.18 A ZA 1
a-oin
Components &Cladding - 13.1 .PSF MAX: STANDARD CUT WASHER
b. Seismic Load: Risk Cat: II Importance Factor = 1.0 DIAPHRAGM BOUNDARY
Ss = 43.1 % G; S1 - 15.4% G (SEE NAILING SCHED.) Mw. a oxo.zzs^ ® BLOCK ROOF DIAPHARAM
PLATE WASHER WITH (SEE DETAIL C/S1) Site Class = D 4 SECTION MAX. i as^ Slor
Sds = 0.418; Sd1 = 0.224 APA RATED WOOD PANEL
Seismic Design Category = D S1 DO NOT SCALE . SECTION A -A
Basic Seismic System = Bearing wall System CONTINUOUS PANEL JOINT SIMPSON DSC2 H1
Design Base Shear V = 0.064 W PLATE WASHERS MUST BE A MIN. OF 0.229"x3"x3" AND 4
Seismic Response Coef. Cs = 0.064 WALL STUDS SUPPORTED PANEL EDGES MUST EXTEND TO WITHIN 1/2"OF THE SHEATHED ���JJJ
Response Modification Factor R = 6.5 (SEE FRAMING PLAN) (SEE NAILING SCHED.) EDGE OF THE SILL PLATE. SLOTS ARE PERMITTED IN 5 S1 2
,Analysis Procedure =Equivalent Lateral- Force Analysis BLOCKED EDGE THE PLATE WASHER TO ALLOW FOR A TOLERANCE IN Si
C.FOUNDATIONS (BY OTHERS) WALL SHEATHING SHEAR WALL OR ANCHOR ROD PLACEMENT. _ _ _ _ SIMPSON H2 1
D. MATERIALS (SEE NAILING SCHED) BUILDING EDGE
1. Dimensional Lumber #2 Douglas Fir V 1 S1 H2
2. Concrete fc Ftgs, Walls 3500 PSI Exposure Class = F1 Air Content 5% or 2x STUDS INTERMEDIATE SUPPORTS
- Garage & Exterior Slabs 4500 PSI Exposure Class = F2 Air Content 6%0 @ EACH HOLDOWN BLOCKING CUT & FITTED
g po (SEE NAILING SCHED.)
Max Water -Cement Ratio 0.55 (SEE SCHEDULE) BETWEEN JOISTS AT PANEL
Max Aggregrate size 3/4" ROOF RAFTERlrRUSS, WALL STUD, SIDES (TYP.)
3. Reinforcing Steel ASTM A615 Grade 60 SIMPSON HOLDOWN OR FLOOR JOIST
4. Anchor BoltsA36 / F1554 GRADE 36 (SEE SCHED
C SECTION BLOCKED DIAPHRAGM NAILING
EPDXY ANCHOR BOLT OPTION
SIZE
de
hef
I EPDXY
1/2"
81/2"
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
5/8"
10"
5"
SIMPSON SET EPDXY SYSTEM OR EQUIV.
DRAG STRUT TRUSS
H2 DESIGN FOR 150 PLF
LATERAL LOAD 1
1
E. LUMBER
1. Do not notch anstructural wood member unless shown on the drawings. FLOOR SHEATHING
y g SEE NAILING SCHED S1 DO NOT SCALE de
2. Install and follow all manufacturers guidelines for Engineered Wood I members and LVL products. ( ) z
--Do not notch or cut flanges of Eng. Wood I Members.- 1 3/4" MIN. 1 3/4" MIN.
1
MIN.
3. All nails shall be common wire nails. Any nails exposedBOTTOM PLATE . to weather or moisture shall be L V._
of stainless steel or shall be galvanized. U3 U3 U3 `"r St
4. Nailing to conform to IBC Table 2304.10.1 unless noted otherwise (See Nailing Schedule): 5/8"0 MINNJ
5. Wherever possible nails should be driven perpendicular to the grain instead of toe nail. M E
6. Where wood tends to split, holes for nails shall be bored a diameter smaller that of the nails. D/3 NO NOTCHING p D73 MAX s OHI 0
7. Plywood face grain must be perpendicular to its supports. ALLOWED m E'
8. Any wood members in contact with concrete or earth shall be pressure -treated wood or wood 51"
o ¢ OHI
c
that is decay resistant (redwood or cedar). o O U)o z °
9. Wet use adhesives shall be used on all lulam members subjected to possible moisture. `�° W W D H1 1 °-'
g i SILL PLATE o w x ANCHOR BOLT U
10. Roof trusses to be designed and engineered by supplier to meet the design loads herein D/3 r = O O v v
indicated in addition to any and all drifting loads, wind loads, equipment loads and other rt • x O `� 0
loads as indicated on framing plan. Submit shop drawings and calculations for review. MAX *- O z ¢ 6" OR 8" COlvc. GARAGE SHEAR WALL PLAN °
11. Truss manufacturer to provide truss to truss connection details. RIM JOIST z STEM WALL _ N
NOTCHING OF ROOF OR FLOOR JOIST
NAILING SCHEDULE o 1/8' V-0" N
3 SECTION ANCHOR BOLT � ti
15/32" APA Rated 32/16 Roof Sheathing Boundary nailing - 8d @ 6" o.c. Sl DO NOT SCALE PER SIMPSON L _ D/4 O O o
No blocking required unless shown End nailing - 8d @ 6" o.c. L/3 U3 l.3 z_ F z W
on framing plan. See typical detail Side nailing - 8d @ 6" o.c. NO BORING POST INSTALLED SHEAR WALL ANCHORS ONLY• w w g W
use panel clips at unsupported edges. Intermediate nailing - 8d @ 12" o.c. SIMPSON HOEDOWN Z ALLOWED O � O z
(SEE SCHED) WALL STUDS i
SHEAR WALLS (SEE FRAMING PLAN) iv Z ¢ q (L ° Z
See Shear Wall Schedule g 2 NOTCHING & HOLE
GENERAL NOTES -ID m ` BORING OF EXT. m m ¢
iv o OR BEARING. WALL r t �.
1. Adequate shoringand bracingof all structural members duringconstruction shall be rovided. 2x STUDS STUDS~
2. Any proposed field changes sall have prior approval from the pe Engineer. @ EA HOLDOWN HOLE BORING OF ROOF OR FLOOR JOIST
U
3. Contractor shall verify all dimensions in to field. Any variation from the drawings shall be brought (SEE SCHEDULE) OR
to to attention of to Engineer. DBL TOP PLATE
4. Install Simpson hardware as per Manufacturers requirements. WALL SHEATHING
5. Details are re resents on / depictions only. Follow written allow s.
(SEE NAILING SCHED)
6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER
SIMPSON HOLDOWN
RJ MODEL
(SEE SCHED)
BOTTOM PLATE
GARAGE ONLY
WIND COMPONENT AND
CLADDING SCHEDULE
WIND PRESSURE (PSF)
10 SF
50 SF
100 SF
ROOF AT LEAST 4'-6"
AWAY FROM ANY EDGE
+14.1,-15.4
+13.2,-13.6
+12.8,-12.8
ROOF WITHIN 4'-6"
OF ANY EDGE
+14.1,-18.1
+13.2,-16.2
+12.8,-15.4
WALL AT LEAST 4'-6"1+15A
AWAY FROM ANY CORNER
-16.7
+13.8, -15.1
+13.1,-14.4
WALL WITHIN 4'-6"
OF ANY CORNER
+15.4; -20.7
+13.8,-17.4
+13.1,-16.0
SIZE SCHEDULE
RIM JOIST
2 SECTION
S1 DO NOT SCALE
MEMBER
D/3
D/4
D/6
2x4
1-1/8
78
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
1-7/8
HOLES & NOTCHES IN BEAMS WALL STUD
` ARE NOT ALLOWED UNLESS (2) SIMPSON CS 250
a FLOOR SHEATHING OTHERWISE APPROVED IN STEEL STRAPS (MIN)
(SEE NAILING SCHED) WRITING BY ENGINEER
B SECTION NOTCHING OF DOUBLE
SILL PLATE a S1 DO NOT SCALE TOP PLATE
HOLDOWN SCHEDULE
RIM JOIST
2 SECTION
S1 DO NOT SCALE
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
EDGES. SEE DETAIL
AT FDTN
FLOOR
#STUDS
FASTENERS
WALL SIZE
BOLT 0
EMBED. (hef)
(eh)
DBL TOP PLATE CHORD MEMBER
t
H1
ALSTHD8
RATED
2
(20) 16d
SINKERS
6"
-
g"
2x
2/S1
4'-0"
-OR-
APA RATED
7/16"
1
8d @ 4" O.C.
1 1/2" 16 GA. @ W O.C.
2x
2x
5/8"
4'-0"
G7"
(6) SDS 1/4X2
C0
W
N
U0
HDU2
cc
2
1/2" SCREWS
8"
5/6,
B14"
3"
3/S1
H2
A\STHD10
c
Z
2
(28) 16d
SINKERS
8"
-
g^
2/S1
-OR-
d
r
(10) SDS 1/4X2
HDU4
2
1/2" SCREWS
8"
5/8"
B14"
3"
3/S1
Z
eh Or
HEAVY HEX H
HEAD @
Ir
(7
Y
o_
O
U
PRE-MANUF.TRUSSES FTG OPENING
(SEE FRAMING PLAN)
ROOF SHEATHING
(SEE NAILING SCHED.) NO PIPE
BOUNDARY NAILING THRU FTG
(SEE NAILING SCHED.)--\
2x BLOCKING + NO PIPE
z THRU FTG
2- DBL TOP PLATE -
(SEE SPLICE DETAIL)
SHEAR WALL SCHEDULE
RIM JOIST
2 SECTION
S1 DO NOT SCALE
77
SEE NOTES FOR
REINF AROUND
A. USE RJ MODEL WHERE FLOOR SYSTEM OCCURS
B. ANCHORS MUST BE CAST IN PLACE (EPDXY ANCHOR BOLT OPTION NOT ALLOWED)
FRAMING MEMBER SIZE
PRE-MANUF.TRUSSES FTG OPENING
(SEE FRAMING PLAN)
ROOF SHEATHING
(SEE NAILING SCHED.) NO PIPE
BOUNDARY NAILING THRU FTG
(SEE NAILING SCHED.)--\
2x BLOCKING + NO PIPE
z THRU FTG
2- DBL TOP PLATE -
(SEE SPLICE DETAIL)
SHEAR WALL SCHEDULE
SIMPSON H2.5A
WOOD PANEL SHEATHING
FASTNERS - EDGE NAILING°
FRAMING MEMBER SIZE
ANCHOR BOLTS
MARK
GRADE
MINIMUM NOMINAL
# OF
NAILS
STAPLES
WALL
SILL PLATE
BOLT 0
SPACING
SHEAR WALL
EDGES. SEE DETAIL
DRAG STRUT GIRDER TRUSS
THICKNESS
LAYERS
(SEE NOTE i)
(7/16" MIN. CROWN)
STUDS
P.T.)
DBL TOP PLATE CHORD MEMBER
t
EMBED. (hef)
AAPA
RATED
7/16"
1
8d @ 6" O.C.
1 1/2" 16 GA. @,V' O.C.
2x
2x
5/8"
4'-0"
D7"
APA RATED
7/16"
1
8d @ 4" O.C.
1 1/2" 16 GA. @ W O.C.
2x
2x
5/8"
4'-0"
G7"
S1 DO NOT SCALE
CINTERMEDIATE NAILING (FIELD)
SIMPSON H2.5A
4'- 0" MIN. LAP
FASTNERS - FIELD NAILING
CONC. FILL ME CONC. FILL TO BE IN PLACE
NAILS MUST BE HOT DIPPED OR TUMBLED). NON-GALV. BOX
NAILS, SINKERS, ETC. ARE NOT ALLOWED.
16" O.C.
WIND & SEISMIC TIE
FLOOR OR ROOF
2x WOOD STUD WALL
(SEE FRAMINGPLAN)
WIDTH AS FTG BEFORE FTG. IS POURED IF PIPE OR DUCT INTERFERES
WITH FOOTING AND PIPE OR
C. SEE INTERMEDIATE NAILING SCHED
D. SEE EPDXY ANCHOR BOLT OPTION NOTE: BLOCK ALL SHEAR WALL PANEL
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
1 SECTION WALL SHEATHING
(SEE NAILING SCHED.)
O.C.
L!
15/32"
DUCT CANNOT BE DROPPED,
PERPENDICULAR TO FOUNDATION CONTACT THE ENGINEER
EDGES. SEE DETAIL
DRAG STRUT GIRDER TRUSS
S1 DO NOT SCALE
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NOTES:
(SHEATHED ONE SIDE}
DBL TOP PLATE CHORD MEMBER
t
III
I J V-6" MIN. BACK
FILL
1. NAILS TO BE COMMON OR GALV. BOX NAILS ONLY. (GALV.
' {
S1 DO NOT SCALE
CINTERMEDIATE NAILING (FIELD)
STUD
SPACING
4'- 0" MIN. LAP
FASTNERS - FIELD NAILING
NAILS
NAILS MUST BE HOT DIPPED OR TUMBLED). NON-GALV. BOX
NAILS, SINKERS, ETC. ARE NOT ALLOWED.
16" O.C.
SIMPSON DSC
FLOOR OR ROOF
8" O.C.
24"O.C.
TRENCH
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PIPE OR
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
INE JOIST SPACE
2 ROWS 16d NAILS
@ 4" O.C. STAGGERED
O.C.
L!
15/32"
8d @ 12" O.C.
8" O.C.
(BEND STRAP
DOWN WALL)
DUCT
F 7
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N
DBL TOP PLATE CHORD MEMBER
t
III
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�
' {
NO EXCAVATION
=J
5 SECTION
S1 DO NOT SCALE
D SECTION SPLICE DETAIL
BELOW THIS LINE 6
A SECTION 12
S1 DO NOT SCALE PARALLEL TO FOUNDATION
wir
S1 DO NOT SCALE
CINTERMEDIATE NAILING (FIELD)
STUD
SPACING
MINIMUM PANEL
THICKNESS
FASTNERS - FIELD NAILING
NAILS
STAPLES
7/16" MIN. CROWN
16" O.C.
7/10'
8d @ 12" O.C.
8" O.C.
24"O.C.
7/16"
8d @ 6" O.C.
4" O.C.
O.C.
L!
15/32"
8d @ 12" O.C.
8" O.C.
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