HomeMy WebLinkAboutSTRUCTURAL CALCS - 20-00359 - 1149 Larch Dr - Hudson New SFRGENERAL STRUCTURAL NOTES (DRAWING NOTES) SILL PLATE ANCHORAGE OF SHEAR WALLS
A. CODES AND SPECIFICATIONS - DIAPHRAGM BOUNDARY 1 H1
1. International Building Code (IBC) - 2015 Edition A 4- -iA (SEE NAILING SCHED.)
2 ACI 318-14 Building Code Requirements for Reinforced Concrete MAX. srANOAao cur WASHER_ - -
3. ANSI/AWC National Design Specification (NDS) & Suppl. for Wood Const. - 2015 Edition MIJ 3 �6W2W ® APA RATED WOOD PANEL
4. ASCE 7-10 Min. Design Loads for Buildings and other Structures. PLATE WASHER WITH
B. DESIGN LOADS UNIFORM (PSF) MAX. 13/4• SLOT CONTINUOUS PANEL JOINT
1. Floor Loads Uniform Hj
a. Main Live = 40 SECTION A -A SUPPORTED PANEL EDGES
Dead = 10 PLATE WASHERS MUST BE A MIN. OF 0.229"x3"x3" AND (SEE NAILING SCHED.)
2. Roof Loads MUST EXTEND TO WITHIN 1/2" OF THE SHEATHED UNBLOCKED EDGE
a. Live Load 20 PSF EDGE OF THE SILL PLATE. SLOTS ARE PERMITTED IN (2) 2x6 MINIMUM KING STUDS
b. Snow Load THE PLATE WASHER TO ALLOW FOR A TOLERANCE IN SHEAR WALL OR BETWEEN WINDOWS
Design Snow Load 35 PSF ANCHOR ROD PLACEMENT. BUILDING EDGEBET
Flat Roof Snow Load Pf - 35.0 1 3/4" MIN. 1 3/4" MIN.
Ce = 1.0; Ct = 1.20; Is = 1.0
Ground Snow toad 50 INTERMEDIATE SUPPORTS
Sloped Roof Ps = 31.8; Cs = 0.91 x (SEE NIALING SCHED.) P.fr
RS/TRUSS OR FLOOR JOISTS
z
c 6" OR 8 CONC.
3. Lateral Loads STEM WALL UNBLOCKED DIAPHRAGM NAILING H1
a. Wind Load 115 MPH (3 Sec Gust) Risk Cat. 11; EXP = C N ' 1
Encl. Cat. - Enclosed Building a l
Internal Pressure Coef. +/- 0.18
Components & Cladding - 12.7 PSF ANCHOR BOLT MUST BE DIAPHRAGM BOUNDARY
b. Seismic Load: Risk Cat: 11 Importance Factor = 1.0 PLACED IN MIDDLE THIRD (SEE NAILING SCHED.) H1
Ss = 43.1 % G; S1 = 15.4% G CONC. EDGE
Site Class = D OF PLATE APA RATED WOOD PANEL H1
Sds =0.418; Sd1 = 0.224 SILL PLATE .. • . • • = 1
Seismic Design Category = D CONTINUOUS PANEL JOINT S1
Basic Seismic System = Bearing wall System 113 1/3 -1/3
Design Base Shear V = 0.064 W SUPPORTED PANEL EDGES
WALL STUDS (SEE NAILING SCHED.)
Seismic Response Coef. Cs = 0.064
Response Modification factor R = 6.5 (SEE FRAMING PLAN)
BLOCKED EDGE
Analysis Procedure = Equivalent Lateral -Force Analysis WALL SHEATHING
EAR WALL OR J41
C:FOUNDATIONS (BY OTHERS) (SEE NAILING SCHED) BUILDING EDGE
D. MATERIALS H1
1. Dimensional Lumber #2 Douglas Fir 2x STUDS INTERMEDIATE SUPPORTS H1
2. Concrete f'c - Ftgs, Walls 3500 PSI Exposure Class = F1 Air Content 5% @ EACH HOLDOWN (SEE NAILING SCHED.) BLOCKING CUT & FITTED
- Garage & Exterior Slabs 4500 PSI Exposure Class F2 Air Content 6% (SEE SCHEDULE) BETWEEN JOISTS AT PANEL
Max Water -Cement Ratio 0.55 ROOF RAFTER/TRUSS, WALL STUD, SIDES (TYP.)
Max Aggregrate size 3/4" SIMPSON HOLDOWN OR FLOOR JOIST j Hj
3. Reinforcing Steel ASTM A615 - Grade 60 (SEE SCHED BLOCKED DIAPHRAGM NAILING 1
4. Anchor Bolts A36 / F1554 GRADE 36 C SECTION
E. LUMBER - FLOOR SHEATHINGSi
S1 DO NOT SCALE
1. Do not notch any structural wood member unless shown on the drawings. (SEE NAILING SCHED)
1
2. Install and follow all manufacturers guidelines for Engineered Wood I members and LVL products. BOTTOM PLATE
--Do not notch or cut flanges of Eng. Wood I Members: L 1
3. All nails shall be common wire nails. Any nails exposed to weather or moisture shall be H1 HI j
of stainless steel or shall be galvanized. U3 L/3 U3 5/8"0 MIN S1 H 1
4. Nailing to conform to IBC Table 2304.10.1 unless noted otherwise (See Nailing Schedule). E
5. Wherever possible nails should be driven perpendicular to the grain instead of toe nail. D/3 NO NOTCHING p D/3 MAX j 1 H j
6. Where wood tends to split, holes for nails shall be bored a diameter smaller that of the nails. rK ALLOWED M S1
7. Plywood face grain must be perpendicular to its supports, o 0 0 0
8. Any wood members in contact with concrete or earth shall be pressure -treated wood or wood '.,. v o U) w w D
that is decay resistant (redwood or cedar). SILL PLATE 2i m Lu U 3 H2
9. Wet adhesives shall be used on all glut members subjected to possible moisture. c7: D/3 = = O t O H2
10. Roof trusses to be designed and engineeredby supplier to meet the design loads herein = O H2 0
indicated in addition to any and all drdting loads, wind loads, equipment loads and other 1" MAX O z ¢ j
loads as indicated on framing plan. Submit shop drawings and calculations for review. RIM JOIST NOTCHING OF ROOF OR FLOOR JOIST z M FIRST FLOOR SHEAR WALL PLAN N
11. Truss manufacturer to provide truss to tru s connection details. O 1/8" = 1'-0" N
NAILING SCHEDULE 3 SECTION ANCHOR BOLT co rj
S1 DO NOT SCALE PER SIMPSON L �x D/4
a
15/32" APA Rated 37116 Roof Sheathing Boundary nailing - 8d @ 6" o.c. U3 U3 U3 cc
No blocking required unless shown End nailing - 8d @ 6" o.c.-11 W
on framing plan. See typical detail. Side nailing - 8d @ 6' o.c. SIMPSON HOLDOWN z NO BORING ALLOWED z
use panel clips at unsupported edges. Intermediate nailing - 8d @ 12" o.c. (SEE SCHED) WALL STUDS z z z
(SEE FRAMING PLAN) N O ? O ^ w
23/32 APA Rated 48/24 Floor Sheathing oundary nailing - 8d @ 6" o.c. g NOTCHING & HOLE U z � z �
Use tongue and groove wood panels or nd nailing - 8d @ 6" o.c. Q-14 M BORING OF EXT. W ? W � CE
block all panel edges. Side nailing - 8d @ 6" o.c. N o OR BEARING WALL O � O F
Intermediate nailing - 8d @ 10" o.c.2x STUDS HOLE BORING OF ROOF OR FLOOR JOIST STUDS. Q. a
@ EA HOLDOWN
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SHEAR WALLS (SEE SCHEDULE)
See Shear Wall Schedule DBL TOP PLATE s r z
SIZE SCHEDULE
AND
MEMBER
D/3
I D/4
D/6
2x4
1-1/8
7/8
5/8
2x6
'Ilk
1-3/8
WALL EATHING
2x8
F. DEFERRED SUBMITTALS
1-3/4
1-1/8
2x10
3
2-1/4
1-1/2
2x12
3-5/8
2-3/4
1-7/8
-17.5
+12.8,-15.7
SEE NAILING SCHED)
OF ANY EDGE
List of deferred submittals (shop drawings)
hat require Architectural and/or
W
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WALL AT LEAST 3' -0"
AWAY FROM ANY CORNER
+i5.0,
-16.2
+13.4,-14.7
+12.7,-14.0
WALL WITHIN 3' -0"
Lt5.d,
-20.0
+13.4,-16.9
+12.7,-15.6
OF ANY CORNER
Engineering review and approval before fabrication
or installation begins:
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SIMPSON HOEDOWN
1. Engineered Roof Trusses
1/2" SCREWS
8"
5/8"
B14"
3"
3/S1
H2
ASTHDI4
LU
2(30)16d
SINKERS
g"
RJ MODEL
8"
2. Floor System Layout.
2/S1
OR-
d
(SEE SCHED)
GENERAL NOTES
1. Adequate shoring and bracing of all structu
members during construction shall be provided.
HDU4
2
1/2" SCREWS
0z
BOTTOM PLATE
814"
SIZE SCHEDULE
AND
MEMBER
D/3
I D/4
D/6
2x4
1-1/8
7/8
5/8
2x6
1-3/4
1-3/8
718
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
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F-
OR @
2. Any proposed field changes shall have I approval from the Engineer. a0\1
3. Contractor shall verifyall dimensions in thevel . An variation from the drawings shall be brought d y 9 9 HOLES & NOTCHES IN BEAMS
to the attention of the Engineer. I ARE NOT ALLOWED UNLESS WALL STUD (2) SIMPSON CS 250
4. Install Simpson hardware as per Manufacturers requirements. FLOOR SHEATHING OTHERWISE APPROVED IN STEEL STRAPS (MIN)
5. Details are representations/ depictions only. Follow written callouts. o WRITING BY ENGINEER
6. NO CHANGES PERMITTED WITHOUT EXPRESS WRITTEN PERMISSION OF ENGINEER (SEE NAILING SCHED)
WIND COMPONENT
AND
CLADDING SCHEDULE
de
hef
HOLDOWN ANCHOR BOLTS
EPDXY
1/2"
8 1/2"
WIND PRESSURE (PSF)
10ISF
SET EPDXY SYSTEM OR EQUIV.
50 SF
100 SF
ROOF AT LEAST T-0"
AWAY FROM ANY
+13.7,-15.0
SET EPDXY SYSTEM OR EQUIV.
+12.8,-13.2
+12.4,-12.4
EDGE
# STUDS
FASTENERS
WALL SIZE
BOLT 0
ROOF WITHIN T-0"
+13.7
-17.5
+12.8,-15.7
+112.4,-115.0
OF ANY EDGE
2
(20) 16d
SINKERS
W
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WALL AT LEAST 3' -0"
AWAY FROM ANY CORNER
+i5.0,
-16.2
+13.4,-14.7
+12.7,-14.0
WALL WITHIN 3' -0"
Lt5.d,
-20.0
+13.4,-16.9
+12.7,-15.6
OF ANY CORNER
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EPDXY ANCHOR BOLT
PTION
SIZE
de
hef
HOLDOWN ANCHOR BOLTS
EPDXY
1/2"
8 1/2"
5"
SIMPSON
SET EPDXY SYSTEM OR EQUIV.
5/8"
10"
5"
SIMPSON
SET EPDXY SYSTEM OR EQUIV.
B SECTION NOTCHING OF DOUBLE
SILL PLATE o S1 DO NOT SCALE TOP PLATE
RIM JOIST 4
2 SECTION
S1 DO NOF SCALE SEE NOTES FOR
HOLDOWN SCHEDULE
STUD
SPACING
HOLDOWN OR STRAP
WOOD WALL
CONCRETE WALL
HOLDOWN ANCHOR BOLTS
DETAILS
LABEL
#OF
FLOOR TO
SILLPLATE
BOLT 0 SPACING SHEARWALL
8d @ 6" O.C.
4" O.C.
HOLDOWN
HOOK LENGTH
(SEE NOTE i) (7/16" MIN. CROWN) STUDS
(P.T.)
AT FDTN
FLOOR
# STUDS
FASTENERS
WALL SIZE
BOLT 0
EMBED. (hef)
(eh)
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ALSTHD8
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2
(20) 16d
SINKERS
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2/S1
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(6) SDS 1/4X2
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HDU2
2
1/2" SCREWS
8"
5/8"
B14"
3"
3/S1
H2
ASTHDI4
LU
2(30)16d
SINKERS
g"
-
8"
-
2/S1
OR-
d
10) SDS 1/4X2
HDU4
2
1/2" SCREWS
8"
5/8"
814"
3"
3/S1
r
eh
o:
HEAVY HEX
HEAD O
REINF AROUND
PRE-MANUF. TRUSSES FTG OPENING A. USE RJ MODEL WHERE FLOOR SYSTEM OCCURS
(SEE FRAMING PLAN)
B. ANCHORS MUST BE CAST IN PLACE (EPDXY ANCHOR BOLT OPTION NOT ALLOWED)
ROOF SHEATHING
(SEE NAILING SCHED.) NO PIPE
BOUNDARY NAILING THRU FTG
(SEE NAILING SCHED) z
2x BLOCKING+ NO PIPE
z THRU FTG
2x DBL TOP PLATE 9„ -
(SEE SPLICE DETAIL)
CONC FILL TO BE SAME
SHEAR WALL SCHEDULE
STUD
SPACING
WOOD PANEL SHEATHING
FASTNERS - EDGE NAILINGc FRAMING MEMBER SIZE
ANCHOR BOLTS
MARK
GRADE
MINIMUMNOMINAL
#OF
NAILS STAPLES WALL
SILLPLATE
BOLT 0 SPACING SHEARWALL
8d @ 6" O.C.
4" O.C.
THICKNESS
LAYERS
(SEE NOTE i) (7/16" MIN. CROWN) STUDS
(P.T.)
EMBED. (hef)
0
APA RATED
7116'
1
8d @ 6" O.C. 1 11/2" 16 GA. @ 4" O.C. 2x
2x
5/8" 4'4- D7"
SIMPSON H2.5A 2x WOOD STUD WALLCONC. FILL TO BE IN PLACE
WIND & SEISMIC TIE (SEE FRAMING PLAN) WIDTH AS FTG. BEFORE FTG. IS POURED IF PIPE OR DUCT INTERFERES C. SEE INTERMEDIATE NAILING SCHED
WITH FOOTING AND PIPE OR D. SEE EPDXY ANCHOR BOLT OPTION NOTE: BLOCK ALL SHEAR WALL PANEL
1 SECTION WALL SHEATHING DUCT CANNOT BE DROPPED,
(SEE NAILING SCHED.) PERPENDICULAR TO FOUNDATION CONTACT THE ENGINEER EDGES. SEE DETAIL C/S1
S1 DO NOT SCALE NOTES:
01 V-6" MIN. BACK 1. NAILS TO BE COMMON OR GALV. BOX NAILS ONLY. (GALV.
z
de 4' - 0" MIN. LAP FILL NAILS MUST BE HOT DIPPED OR TUMBLED). NON-GALV. BOX
1 3/4" MIN. 1 3/4" MIN. NAILS, SINKERS, ETC. ARE NOT ALLOWED.
MIN: 2. FOUNDATION SILL PLATE SHALL BE ATTACHED PER DETAIL
ra ( 3. ALL EXTERIOR WALLS TO BE 1& U.N.O.
FLOOR OR ROOF INE JOIST SPACE 4. ■s DENOTES A SHEAR WALL
s 2 ROWS 16d NAILS TRENCH 5. LOCATE HOLDOWNS AT CORNERS AND ADJACENT TO
@ 4" O.C. STAGGERED z DOORANINDOW OPENINGS. (SEE ARCH DRAWINGS)
g PIPE OR 6. ALL ANCHOR BOLTS TO BE A36/171554 GRADE 36
z �O DUCT
AC
BOLT
C1 DBL TOP PLATE CHORD MEMBER
6" R 8" CONC. I -t
STEM WALL 1 I I 1 NO EXCAVATION -
1L LL BELOW THIS LINE 6
A
POST INSTALLED SHEAR WALL ANCHORS ONLY. D SECTION SECTION 12SPLICE DETAIL PARALLEL TO FOUNDATION
S1 DO NOT SCALE S1 DO NOT SCALE
CINTERMEDIATE NAILING (FIELD)
STUD
SPACING
MINIMUM PANEL
THICKNESS
FASTNERS - FIELD NAILING
NAILS
STAPLES
7/16" MIN. CROWN
16" O.C.
7/16"
8d @ 12" O.C.
8" O.C.
24" O.C.
7116"
8d @ 6" O.C.
4" O.C.
24" O.C.
15/32"
8d @ 12" O.C.
8" O.C.
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