HomeMy WebLinkAboutP_Construction Drawings_180719_v1.pdf;
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STHD10RJ
22 PLCS
3/S1 4/S1
5/S1
05/16/2017
-Shear wall type See S1 for
connection and sheathing
1 1
1 1
1
2 2
1
1
1
1
1
1
1111
22
3
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2
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3
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STHD10RJ
22 PLCS
1/S1
6/S1
------------ TS18 Truss to Wall
------------ TS18 Beam to Wall------------ TS18 Truss to Beam------------ TS18 Truss to Wall
1/S1
------------ TS18 Truss to Wall------------ TS18 Truss to Wall Align Truss with Shear WallTypical header 2-2x8 #2DF R-10 UNO
------------ TS18 Truss to WallVertical support of
girder truss required -
min 3-2x studs
3-1/2"x9" Glu-Lam 3-1/2"x15 Glu-Lam
5-1/2"x9" Glu-Lam 5-1/2"x10-1/2" Glu-Lam 5-1/2"x12" Glu-Lam
5-1/2"x9" Glu-Lam
5-1/2"x9" Glu-Lam
5-1/2"x10-1/2" Glu-Lam
5-1/2"x10-1/2" Glu-Lam
05/16/2017
RECEIVED
07/19/2018
amorganroth
PLANNING DIVISION
S1
ALTERNATE TRUSS BAYS
2x FLAT TOP
AND BOT
h) LPT4 framing plate may be used as a direct substitute for the A35's
2
Connection 1
Connection 2
Connection 1 2
Typical
strap
installation
EQUAL
See manufacturer's
installation
instructions for
connection of all hold
downs.
2x DRAG STRUT
WHERE REQUIRED
W/A35 @ 12"OC
2
2x DRAG STRUT
WHERE REQUIRED
W/A35 @ 12"OC
S1
CCCCODE REQUIREMENTS:ODE REQUIREMENTS:ODE REQUIREMENTS:ODE REQUIREMENTS:
All design and construction shall conform to the All design and construction shall conform to the All design and construction shall conform to the All design and construction shall conform to the 2020202011115555 International Building International Building International Building International Building CodeCodeCodeCode
and 20and 20and 20and 2011115555 International ResidentialInternational ResidentialInternational ResidentialInternational Residential and local ordinatesand local ordinatesand local ordinatesand local ordinates....
GENERAL:GENERAL:GENERAL:GENERAL:
Contractor shall provide bracing or support required for temporary construction Contractor shall provide bracing or support required for temporary construction Contractor shall provide bracing or support required for temporary construction Contractor shall provide bracing or support required for temporary construction
loads andloads andloads andloads and for structural components as required during construction.for structural components as required during construction.for structural components as required during construction.for structural components as required during construction. All All All All
fasteners in contact with pressure treated materials shall be hotfasteners in contact with pressure treated materials shall be hotfasteners in contact with pressure treated materials shall be hotfasteners in contact with pressure treated materials shall be hot----dippeddippeddippeddipped
galvanizedgalvanizedgalvanizedgalvanized. All joist hangers, metal straps and other metal connecters in . All joist hangers, metal straps and other metal connecters in . All joist hangers, metal straps and other metal connecters in . All joist hangers, metal straps and other metal connecters in
contact with pressure treated materials shacontact with pressure treated materials shacontact with pressure treated materials shacontact with pressure treated materials shall be G185 ll be G185 ll be G185 ll be G185 galvanized galvanized galvanized galvanized coated coated coated coated
(Simpson ZMAX(Simpson ZMAX(Simpson ZMAX(Simpson ZMAX or equalor equalor equalor equal) or hot) or hot) or hot) or hot----dippeddippeddippeddipped galvanizedgalvanizedgalvanizedgalvanized))))....
DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:DESIGN LOADS:
Live Load: Live Load: Live Load: Live Load: Roof Roof Roof Roof 25252525 psf (snow)psf (snow)psf (snow)psf (snow)
FloorFloorFloorFloor 40 psf40 psf40 psf40 psf (30 psf at sleeping areas) (30 psf at sleeping areas) (30 psf at sleeping areas) (30 psf at sleeping areas)
Dead LoadDead LoadDead LoadDead Load Roof Roof Roof Roof 10 psf (with ceiling)10 psf (with ceiling)10 psf (with ceiling)10 psf (with ceiling)
FloorFloorFloorFloor 10 psf10 psf10 psf10 psf
Wind Wind Wind Wind 110110110110 mphmphmphmph (Ultimate)(Ultimate)(Ultimate)(Ultimate)
Exposure BExposure BExposure BExposure B
10101010/5/5/5/5 psf on projected areapsf on projected areapsf on projected areapsf on projected area ((((minimumminimumminimumminimum))))
Seismic Seismic Seismic Seismic SDC DSDC DSDC DSDC D
Soil Type DSoil Type DSoil Type DSoil Type D
SdsSdsSdsSds = = = = 1.001.001.001.00
Wood Structural Panel Shear Walls RWood Structural Panel Shear Walls RWood Structural Panel Shear Walls RWood Structural Panel Shear Walls R = = = = 6.56.56.56.5
CsCsCsCs ==== 0.1100.1100.1100.110
Soil BearingSoil BearingSoil BearingSoil Bearing 1111500500500500 PSF (PSF (PSF (PSF (AssumedAssumedAssumedAssumed))))
CONCRETE:CONCRETE:CONCRETE:CONCRETE:
All All All All exposed concrete exposed concrete exposed concrete exposed concrete shall have a minishall have a minishall have a minishall have a minimum f’c of mum f’c of mum f’c of mum f’c of 3000300030003000 psi at 28 dayspsi at 28 dayspsi at 28 dayspsi at 28 days for for for for
durabilitydurabilitydurabilitydurability (No special inspection)(No special inspection)(No special inspection)(No special inspection). . . . All other concrete shall have a minimum f’c of All other concrete shall have a minimum f’c of All other concrete shall have a minimum f’c of All other concrete shall have a minimum f’c of
2500 psi. 2500 psi. 2500 psi. 2500 psi. All reinforcing steel to be All reinforcing steel to be All reinforcing steel to be All reinforcing steel to be ASTM 615, ASTM 615, ASTM 615, ASTM 615, Grade 40 minimum. Maintain Grade 40 minimum. Maintain Grade 40 minimum. Maintain Grade 40 minimum. Maintain
minimum clearminimum clearminimum clearminimum clearanceanceanceance for for for for reinforcing steel reinforcing steel reinforcing steel reinforcing steel as follows:as follows:as follows:as follows:
3”3”3”3” ConConConConcrete cast against earthcrete cast against earthcrete cast against earthcrete cast against earth
1111----1/2”1/2”1/2”1/2” Concrete earth to earth or weatherConcrete earth to earth or weatherConcrete earth to earth or weatherConcrete earth to earth or weather
¾””¾””¾””¾”” All other cases where not exposed to earth or All other cases where not exposed to earth or All other cases where not exposed to earth or All other cases where not exposed to earth or wwwweathereathereathereather
SAWN LUMBER:SAWN LUMBER:SAWN LUMBER:SAWN LUMBER:
Species and grade shall be as follows unless otherwise noted.Species and grade shall be as follows unless otherwise noted.Species and grade shall be as follows unless otherwise noted.Species and grade shall be as follows unless otherwise noted.
Wall StudsWall StudsWall StudsWall Studs
2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide DF or HF DF or HF DF or HF DF or HF ———— Stud GradeStud GradeStud GradeStud Grade
2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide > 10’> 10’> 10’> 10’ DF or HF DF or HF DF or HF DF or HF ———— #2 Grade#2 Grade#2 Grade#2 Grade
Wall PlatesWall PlatesWall PlatesWall Plates
2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide2” to 3” Thick 4” to 6” wide DF or HF DF or HF DF or HF DF or HF ———— Stud GradeStud GradeStud GradeStud Grade
Roof RaftersRoof RaftersRoof RaftersRoof Rafters
2” Thick 5” and wider2” Thick 5” and wider2” Thick 5” and wider2” Thick 5” and wider DF DF DF DF ---- #2 Grade#2 Grade#2 Grade#2 Grade
Beams and PostsBeams and PostsBeams and PostsBeams and Posts
4x4x4x4x DF DF DF DF ---- #2 Grade#2 Grade#2 Grade#2 Grade
6x6x6x6x DF DF DF DF ---- #1 Grade#1 Grade#1 Grade#1 Grade
ENGINEERED LUMBERENGINEERED LUMBERENGINEERED LUMBERENGINEERED LUMBER
Microllam Microllam Microllam Microllam 1.9 E (ML/LVL) 1.9 E (ML/LVL) 1.9 E (ML/LVL) 1.9 E (ML/LVL) ———— TrusJoist MacMillan or equal TrusJoist MacMillan or equal TrusJoist MacMillan or equal TrusJoist MacMillan or equal
Parallam Parallam Parallam Parallam 2.2.2.2.2222 E (PSL) E (PSL) E (PSL) E (PSL) ———— TrusJoist MacMillan or equalTrusJoist MacMillan or equalTrusJoist MacMillan or equalTrusJoist MacMillan or equal
GluGluGluGlu----Lams Lams Lams Lams 2400f DF/DF2400f DF/DF2400f DF/DF2400f DF/DF----VVVV8888 at continuous at continuous at continuous at continuous or cantilevered or cantilevered or cantilevered or cantilevered spans orspans orspans orspans or
2400f DF/DF2400f DF/DF2400f DF/DF2400f DF/DF----V4 and simple spansV4 and simple spansV4 and simple spansV4 and simple spans
APA RAPA RAPA RAPA RATED SHEATHINGATED SHEATHINGATED SHEATHINGATED SHEATHING
Wood Structural Panel sheathing shall have the APA grade trademark of Wood Structural Panel sheathing shall have the APA grade trademark of Wood Structural Panel sheathing shall have the APA grade trademark of Wood Structural Panel sheathing shall have the APA grade trademark of
minimum interior with exterior glue. The roof sheathing shall have the following minimum interior with exterior glue. The roof sheathing shall have the following minimum interior with exterior glue. The roof sheathing shall have the following minimum interior with exterior glue. The roof sheathing shall have the following
minimum thickness and rating.minimum thickness and rating.minimum thickness and rating.minimum thickness and rating.
RoofRoofRoofRoof 7/16” OSB 7/16” OSB 7/16” OSB 7/16” OSB ---- 24/24/24/24/16161616 (or 24/0 with panel clips)(or 24/0 with panel clips)(or 24/0 with panel clips)(or 24/0 with panel clips) with 8with 8with 8with 8d @ 6” oc edges and d @ 6” oc edges and d @ 6” oc edges and d @ 6” oc edges and
12” oc field12” oc field12” oc field12” oc field
All roof sheathing shall be installed with the face grain perpendicular to the All roof sheathing shall be installed with the face grain perpendicular to the All roof sheathing shall be installed with the face grain perpendicular to the All roof sheathing shall be installed with the face grain perpendicular to the
framing members. All end joints shall be staggered a minimum of 24”. framing members. All end joints shall be staggered a minimum of 24”. framing members. All end joints shall be staggered a minimum of 24”. framing members. All end joints shall be staggered a minimum of 24”.
Floor ¾” OSB Floor ¾” OSB Floor ¾” OSB Floor ¾” OSB ----48/24 T&G edges with 10d @ 6” oc edges and 12” oc 48/24 T&G edges with 10d @ 6” oc edges and 12” oc 48/24 T&G edges with 10d @ 6” oc edges and 12” oc 48/24 T&G edges with 10d @ 6” oc edges and 12” oc fiefiefiefieldldldld
All floor sheathing shall be installed with the face grain perpendicular to the All floor sheathing shall be installed with the face grain perpendicular to the All floor sheathing shall be installed with the face grain perpendicular to the All floor sheathing shall be installed with the face grain perpendicular to the
framing members. All end joints shall be staggered a minimum of 24”. framing members. All end joints shall be staggered a minimum of 24”. framing members. All end joints shall be staggered a minimum of 24”. framing members. All end joints shall be staggered a minimum of 24”.
THE ALLOWABLE SHEAR FOR TYPE 1 SHEAR WALL HAS BEEN REDUCED PER
TABLE 4.3.3.2 ANSI/AF&PA SDPWS AND INTERMEDIATE PANEL EDGES ARE NOT
REQUIRED TO BE BLOCKED
CWA Consultants8675 East Caraway Road Port Orchard, WA 98366(360) 871-54331
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05/16/2017