2385 Corrected Elevation Sheet 07242012eENEF,AL eTf;,:UCTU r ,4L CTEe�
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PSF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
DEAD LOAD 10 PSF
WIND
BASIC WIND SPEED 85 MPH (3 SECOND GUST)
EXPOSURE B, iw = ID, K„ = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT - FRAMED WALLS)
SITE GLASS: D
SEISMIC DESIGN GATAGORY: D
Ss = 1.5 - IBC FIGURE 16135(0
5os = 1.0, IE = 1.0, R =65
CE = 0.154
NSPECTIONS:
NO 5PECI4L INSPECTIONS ARE REQUIRED, NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING 5URFAGES SHALL BE
N5PECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED 501L WITH 1,500 PSF BEARING CAPACITY (ASSUMED).
BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM I' -6" BELOW OUT5IDE FINISHED GRADE.
BACKFILL WALL5 WITH A WELL DRAINING MATERIAL FREE OF ORGANIC OBJECTS OR DEBRIS.
CONCRETE:
THE SELECTION OF MATERIALS FOR AND THE MIXING AND PLACING OF ALL CONCRETE SHALL
CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2009 EDITION,
MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WORKABLE MIX HAVING A
MAXIMUM SLUMP OF 4 INCHES WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE
SJRFACE WATER, USE MINIMUM F'c = 3,000 PSI WITH 5.5 5ACK5 OF CEMENT PER CUBIC YARD OF
CONCRETE AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB 54% OF CEMENT. ALL
CONCRETE SHALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL
BE 41/2% s1.5 o BY VOLUME. MAXIMUM SIZE OF AGGREGATE 15 11/2 ALL CONCRETE SHALL BE
POURED MONOLITHICA -1-Y BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN
OTHERWISE. CONCRETE PURVEYOR5/5G'PPLIER5 DELIVERY OR BATCH TICKET TO BE ON JOB
517E FOR BUILDING INSPECTOR VERIFICATION.
REINFOIRGING 5THL:
ALL ALL REINFORCING STEEL SHALL BE GRADE 40 (GRADE 60 IF NOTED) DEFORMED BARS IN
ACCORDANCE WITH 45TM SPECIFICATION A -615. LAP ALL SPLICES 32 BAR DIAMETERS OR
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DiAJ TO LAP HORIZONTAL STEEL
AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE
ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CH4IR5,5P4CER5,OR
TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE PROTECTION
SLAB AND WALL BARS:
INTERIOR FACES 11j2"
EXPOSED TO WEATHER OR EARTH 111/2" (15 AND SMALLER)
2" ("a AND LARGER)
FOOTING BARS 3"
TIMBER:
ALL LUMBER 5HALL BE AS FOLLOWS UNLE55 NOTED OTHERWISE:
BEAIM5 DF"2 OR BETTER
POSTS HFx2 OR BETTER
2x FRAMING HF"2 OR BETTER
ALL 2x TIMBER 5HALL BE KILN DRIED. ALL GRADES 5HALL CONFORM TO "WWPA GRADING
RULES FOR WESTERN LUMBER ", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL
BE PRESSURE TREATED. RE -TREAT ALL CUT ENDS, NOTCHES, AND DRILLED HOLES IN
ACCORDANCE WITH AWPA M4, MAINTAIN MINIMUM 6" CLEAR BETWEEN WOOD AND EXPOSED
EARTH, MAINTAIN 8" CLEAR BETWEEN EXPOSED EARTH AND NON - TREATED WOOD AT EXTERIOR
FOUNDATION WALLS. ALL NAILS SHALL BE GALVANIZED BOX OR COMMON NAILS. FASTENERS IN
CONTACT WITH PRESERVATIVE- TREATED WOOD SHALL BE OF HOT- DIPPED ZINC - COATED
GALVANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304.9-5. ALL
MINIMUM NAILING 5HALL BE PER IBC TABLE 2304.9.1 U.N.O. MACHINE BOLTS TO BE 4-301. BOLT
HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASHERS,
MISCELLANEOUS HANGERS TO BE 'SIMP5ON' OR ICC APPROVED EQUAL. ALL HANGERS TO BE
FASTENED TO WOOD WITH PROPER NAILS AND ALL HOLES SHALL BE NAILED.
GLUED LAMINATED WOOD MEMBERS:
GLUED LAMINATED WOOD BEAMS (GLB) TO BE IN ACCORDANCE WITH ANSI /AITC STANDARD
AlSO.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE
STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 PSI) FOR SIMPLE SPANS AND 24F -VS FOR
CANTILEVER AND CONTINUOUS SPANS, SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS
U.N.O. GLUE 5HALL BE CASEIN WITH MOLD INHIBITOR. UNLE55 OTHERWISE SPECIFIED, SEALER
SHALL BE APPLIED TO ENDS OF ALL MEMBERS, BOTTOM LAMINATION TO BE FREE OF UNSOUND
KNOTS LARGER THAN 11/2" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE 45 NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DR4WING5 AND INSTALLATION INSTRUCTIONS. CONSTRUCTION
LOADS BEYOND THE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED, PROVIDE SOLID BLOCKING AT CONCENTRATED
LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS. JOST HANGERS
TO BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER,
LAMINATED VENEER LUMBER (LVL):
LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS J015T MACMILLAN (MICROLAM) OR APPROVED
EQUIVALENT (Fo = 2,600 PSI, E : 1,900,000 PSU. MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO
THE STANDARDS SET FORTH IN E5R -1381 BEARING LENGTH SHALL NOT BE LE55 THAN 13/411. DO NOT CUT
OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE
FACE OF SUPPORTING MEMBER.
BEARING UJALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE
4x10 DF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -0" OR LE55 AND TWO
CRIPPLES AND ONE STUD FOR OPENINGS MORE THAN 5' -0" WIDE. ALL COLUMNS NOT CALLED OUT ON
THE PLANS SHALL BE TWO (2) STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH Ibd m 12" OC,
STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 45" AND NAILS WITH 16d 9 8" OG,
SHEAR UJALL5:
ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE AS DETAILED ON THE DRAWINGS AND
NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24116) WITH A MINIMUM PANEL
EDGE NAILING OF ad a 6" O.G. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE
COMMON WIRE OR GALVANIZED BOX NAIL5. FASTENERS IN PRESERVATIVE - TREATED WOOD SHALL BE
OF NOT - DIPPED ZING - COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED
PANEL EDGES, ALL HEADERS SHALL HAVE STRAP CONNECTORS TO THE TOP PLATE AT EACH END
WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMP5ON' M5TA24 CONNECTOR U.N.O.
FLOOR AND ROOF FRAMING:
PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF
THE LENGTH AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UNO. APPLY 3/4" RATED
SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITH ad COMMON OR
GALVANIZED BOX NAILS AT 6" O.G. AT ALL SUPPORTED EDGES AND ad COMMON OR GALVANIZED
BOX NAIL5 AT i2" O.C. AT INTERIOR 5UPPORT5. APPLY 1/2" RATED SHEATHING (24/16) ON ROOF NAILED
TO STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT 6" O.G. AT SUPPORTED
EDGES AND Ed COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY
SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES.
ROOF TRUSSES:
TRU55E5 TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI /TPI 1 -2002. THE TRUSS
CALCULATION PACKAGE SHALL BE PREPARED UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL
ENGINEER LICENSED IN THE STATE OF WASHINGTON. THE TRUSS ENGINEER SHALL ASSUME ALL
RE5PON5151ITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE
TRUSS PLACEMENT PLAN AND TRU55 DESIGN DRAWINGS. EACH TRUSS SHALL BE PLANT FABRICATED
AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DESIGN LOAD, AND
MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICG APPROVED AND LOADS SHALL BE
IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL
FRAM',NG -TO -TRUSS AND TRU55 -TO -TRU55 CONNECTION DETAILS AND REQUIRED CONNECTION
MATERIALS. FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR
APPROVAL PRIOR TO INSTALLATION AND VERIFY ALL TRUSS LENGTHS PRIOR TO FABRICATION,
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2009 EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METHODS, TECHNIQUES,
AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK. THE CONTRACTOR
SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT THE JOB SITE INCLUDING BUILDING AND SITE
CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME, THE CONTRACTOR SHALL
PROVIDE TEMPORARY BRACING 45 REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS
HAVE BEEN INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR
ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN
DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND 5HALL BE USED FOR LIKE OR SIMILAR
CONDITIONS NOT SHOWN, VARIATIONS AND MODIFICATIONS TO WORK SHOWN ON THE DRAWINGS 5H4LL
NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER,
5�IEAR WALL 5CI IEDULE
MARK
MINIMUM
SHEATHING (1)
SHEATHING
NAILING (U
ANCHOR
BOLTS (3)
REMARKS (4)
FOR ITEMS IN COMMON,
2" GDX
a 0 6" O.G.
5/8" @ 60" OG
Qall = 230 PLF
D
1 OR OSB
—Dg(_ 51UD 9 ENDS OF
SHEAR WALLS ! HOLDOLLN5.
2" CDX
ad a 4" O.C.
5/811 0 32" OG
Call = 350 PLF
D
OR 05B
PER PLAN. MATCH WALL
AT 6B" O.C. UNO.
ABOVE UNO,
III
/2" CDX
ad a 3" O.C.
sib" 0 16" O.C.
Call = 450 PLF
�*
OR 055
E, /a x 13.5 GLB
36"
USE 3x STUDS AT
MA MUM
FINII5H GRADE
24" MIN
ABUTTING PANEL EDGES 4
10" OC. - HORIE.
24„
STAGGER NAILS
DSEE
DETAIL
12 / 52.0 FOR CONSTRUCTION
YR)
- —
- --
�a
_I
NOTES
1) ALL WALL5 DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0, 055 OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER
SCHEDULE. NAILING AT INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT
5HALL BE PER IBC TABLE 2304.91
2) HOLDOWN5 AND OTHER FRAMING HARDWARE BY 5IMP50N STRONG TIE OR EQUIVALENT TO BE
USED PER PLAN. ENDS OF SHEAR WALLS SHALL USE DOUBLE STUDS MINIMUM.
3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12"
NOR LESS THAN 5" FROM EACH END OF EACH PIECE, EMBED BOLTS MINIMUM OF 1" INTO
CONCRETE, WASHERS TO BE 3" x 3" x 114" PER IBC SECTION 2308.123 AND OF HOT - DIPPED
ZINC - COATED GALVANIZED STEEL.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN
ACCORDANCE WITH IBC SECTION 230(o.3.
L.- _-- _-- - - - - --
4 x 12 L6TA30 - HER 4 SILL
L (COV'D PATIO OPT. TOR BLOCKING
(TYP. 2 PLACES)
IN _ Bje x 15 GLB _
LSTA30 - HDR < SILL
TO 3x BLOCKING
(TYP. 2 PLACES)
6314 x 10.5 GLB _
MAIN FLCOR
A = 1,063 SQ FT
I
URPER FLOOR '5'
A = 1,322 5Q FT
I
CONTINU(
REINFORCEMENT 11V11P1
STEPPED FOOTING DETAIL
6i0 6CdLE. I" = I' -m"
STEM WALL
-\�6 1 E
LSTA3ID - HEIR a SILL •
10 3x BLO A
(TYP. 2 PLACES) I
L_- _------ __._ - - -J
SEE TYPICAL FLOOR
�\
FRAMING GO NNE TION
'51MP5CN' MSTC40 HOLDOUN. I
FOR ITEMS IN COMMON,
ALIGN WITH EMBEDDED 5TH)
-- -
TYPE HOLDOWN BELOW.
2x gTUD a 16" 0C.USE
—Dg(_ 51UD 9 ENDS OF
SHEAR WALLS ! HOLDOLLN5.
ANCHOR BOLT w/ 3" x 3" x i411M Ix
m
mA6HER. SEE 5CHEDULE FOR
SHEATHING 4 NAILING
51ZE AND 5PACING. USE %`0
PER PLAN. MATCH WALL
AT 6B" O.C. UNO.
ABOVE UNO,
III
', MP50N' 51 TYPE
FINISH GRADE
HIOLDOWN PER PLAN.
�*
L
E, /a x 13.5 GLB
36"
MA MUM
FINII5H GRADE
24" MIN
»4L-BAR 9 I6" O.C. - VERT.
10" OC. - HORIE.
24„
MINIMUM
El
BAR CONTINUOUS
YR)
1
�a
,1'
-4"�
(I� CRIPPLE WALL
WITIH BACKFILL FOUNDATION
51 m YALE I"
L.- _-- _-- - - - - --
4 x 12 L6TA30 - HER 4 SILL
L (COV'D PATIO OPT. TOR BLOCKING
(TYP. 2 PLACES)
IN _ Bje x 15 GLB _
LSTA30 - HDR < SILL
TO 3x BLOCKING
(TYP. 2 PLACES)
6314 x 10.5 GLB _
MAIN FLCOR
A = 1,063 SQ FT
I
URPER FLOOR '5'
A = 1,322 5Q FT
I
CONTINU(
REINFORCEMENT 11V11P1
STEPPED FOOTING DETAIL
6i0 6CdLE. I" = I' -m"
STEM WALL
-\�6 1 E
LSTA3ID - HEIR a SILL •
10 3x BLO A
(TYP. 2 PLACES) I
L_- _------ __._ - - -J
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