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SOOF VENTILATION CALCULATION& 4 RE CSU I SEi TENT&
AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF
VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE
BALANCE OF REQUIRED VENTILATION PROVIDED BY SAVE VENTING.
VENTILATION REQUIRED PER SEG. R006-1 - ENCLOSED ATTICS AND ENCLOSED RAFTER
SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS
SHALL HAVE A LEAST DIMENSIONS OF 1/16" INCH MINIMUM AND 1/4" INCH MAXIMUM. VENTILATION
OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED WITH
CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL
WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16" MINIMUM AND 1/4" MAXIMUM. OPENINGS IN
ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 8802.7.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR.
MINIMUM VENT AREA PER SEC. RSO6.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. RSO6.3 - WHERE EAVE OR CORNICE VENTS ARE
INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1 -INCH
SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE
LOCATION OF THE VENT.
SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS
2x1
ROOF FRAMINCT FLAN
SCALE : I/4 11 _ 11.011
T
:ONT. DBL. TOP PLATE
NTS
ROOF FRAMING NOTES:
Z-10 RIGID INSULATION
SHADED AREA)
4X HEADER
KING STUD
EXTERIOR PLYWOOD
TRIMMER
I. ALL HEADERS TO BE 4x8 DF *2, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 8 WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
2. ALL OTHER TRUSSES:
* SHALL CARRY MANUFACTURERS STAMP.
* SHALL HAVE DESIGN DETAILS AND
SPECIFICATIONS ON SITE FOR FRAME
INSPECTION.
* SHALL BE INSTALLED AND BRACED PER
MANUFACTURERS SPECIFICATIONS PER IRC
SEC. 502.11.2 AND 502.10.3 AS WELL AS THE
TRUSS INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT
PRIOR CONSENT OF THE TRUSS ENGINEER AND
THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS AT A MINIMUM OF
22"x3O" PER IRC SEC. R80-1.1.
*ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
5. PROVIDE ATTIC VENTILATION PER IRG SEC.
8506. ALL FRAMING TO COMPLY WITH IRC
SEC 8802.
6. a REFER TO SHEAR WALL SCHEDULE.
7. STUDS SHALL BE CONTINUOUS FROM THE SOLE
PLATE TO A SUPPORT AT THE TOP PLATE (DBL.
TOP PLATE OR BEAM/HEADER) PER SEC.
8602.3 (TWO STORY/BALLOOON FRAME WALLS)
MANUFACTURED TRUSSES
MANUFACTURER'S INSTALLATION INSTRUCTIONS
SHALL BE AVAILABLE ON SITE AT TIME OF
INSPECTION, FOR THE INSPECTORS USE AND
REFERENCE
FURNACE TO HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE TO
BE ADDED FOR THE REQUIRED FRESH
AIR EXCHANGE.
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SCALE : 1/411_ _0`
SOOF VENTILATION CALCULATION& 4 RE CSU I SEi TENT&
AT LEAST 40%4 NOT MORE THAN 50% OF REQUIRED VENTS SHALL BE IN UPPER PORTION OF
VENTILATED ROOF SPACE (NO MORE THAN 3' BELOW THE RIDGE OR HIGHEST POINT) WITH THE
BALANCE OF REQUIRED VENTILATION PROVIDED BY SAVE VENTING.
VENTILATION REQUIRED PER SEG. R006-1 - ENCLOSED ATTICS AND ENCLOSED RAFTER
SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING
OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS
SHALL HAVE A LEAST DIMENSIONS OF 1/16" INCH MINIMUM AND 1/4" INCH MAXIMUM. VENTILATION
OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED WITH
CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH OR SIMILAR MATERIAL
WITH OPENINGS HAVING A LEAST DIMENSION OF 1/16" MINIMUM AND 1/4" MAXIMUM. OPENINGS IN
ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 8802.7.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR.
MINIMUM VENT AREA PER SEC. RSO6.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. RSO6.3 - WHERE EAVE OR CORNICE VENTS ARE
INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. NOT LESS THAN A 1 -INCH
SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE
LOCATION OF THE VENT.
SEE SHEET N2 FOR ROOF VENTILATION CALCULATIONS AND LOCATIONS
2x1
ROOF FRAMINCT FLAN
SCALE : I/4 11 _ 11.011
T
:ONT. DBL. TOP PLATE
NTS
ROOF FRAMING NOTES:
Z-10 RIGID INSULATION
SHADED AREA)
4X HEADER
KING STUD
EXTERIOR PLYWOOD
TRIMMER
I. ALL HEADERS TO BE 4x8 DF *2, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 8 WARM WALLS TO BE INSULATED
W/R-10 RIGID INSULATION.
2. ALL OTHER TRUSSES:
* SHALL CARRY MANUFACTURERS STAMP.
* SHALL HAVE DESIGN DETAILS AND
SPECIFICATIONS ON SITE FOR FRAME
INSPECTION.
* SHALL BE INSTALLED AND BRACED PER
MANUFACTURERS SPECIFICATIONS PER IRC
SEC. 502.11.2 AND 502.10.3 AS WELL AS THE
TRUSS INSTITUTE'S BUILDING COMPONENT
SAFETY INFORMATION.
3. NO TRUSS SHALL BE FIELD -MODIFIED WITHOUT
PRIOR CONSENT OF THE TRUSS ENGINEER AND
THE BUILDING DEPARTMENT.
4. PROVIDE ATTIC ACCESS AT A MINIMUM OF
22"x3O" PER IRC SEC. R80-1.1.
*ACCESS HATCHES OR DOORS SHALL BE
WEATHERSTRIPPED AND INSULATED TO A
LEVEL EQUIVALENT TO THE INSULATION ON
THE SURROUNDING SURFACES.
5. PROVIDE ATTIC VENTILATION PER IRG SEC.
8506. ALL FRAMING TO COMPLY WITH IRC
SEC 8802.
6. a REFER TO SHEAR WALL SCHEDULE.
7. STUDS SHALL BE CONTINUOUS FROM THE SOLE
PLATE TO A SUPPORT AT THE TOP PLATE (DBL.
TOP PLATE OR BEAM/HEADER) PER SEC.
8602.3 (TWO STORY/BALLOOON FRAME WALLS)
MANUFACTURED TRUSSES
MANUFACTURER'S INSTALLATION INSTRUCTIONS
SHALL BE AVAILABLE ON SITE AT TIME OF
INSPECTION, FOR THE INSPECTORS USE AND
REFERENCE
FURNACE TO HAVE A DUCT FOR
OUTSIDE AIR, MOTORIZED DAMPER
WITH TIMER AND CONTROLS ARE TO
BE ADDED FOR THE REQUIRED FRESH
AIR EXCHANGE.
LLI
Plan No:
SB2603
Date:
5-2-23
3J
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UA
Plan No:
SB2603
Date:
5-2-23
3J
UFFER ELECTRICAL FLAN
MAIN ELECTRICAL FLAN
INTERIOR STAIRWAY ILLUMINATION PER SEC R3031 IRC
INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS.
STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY POWER FROM
THE BUILDING WIRING. THE LIGHT SOURCE SHALL BE CAPABLE
OF ILLUMINATING TREADS AND LANDINGS TO LEVELS NOT LESS
THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF TREADS
AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH
FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE
STAIRWAY HAS SIX OR MORE RISERS.
EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE,
CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED.
EXTERIOR STAIRWAY ILLUMINATION PER SEC 8303.8 IRC
EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL
LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE
STAIRWAY. STAIRWAY ILLUMINATION SHALL RECEIVE PRIMARY
POWER FROM THE BUILDING WIRING. EXTERIOR STAIRWAYS
PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR
GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT
SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY.
Plan No:
SB2603
Date:
5-2-23
30
GENEiRAL SfiUCfiUfiRAL NOTES
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD 25 PSF (SNOW)
DEAD LOAD 15 PSF
FLOOR
LIVE LOAD 40 PSF (RESIDENTIAL)
60 PSF (DECKS)
DEAD LOAD 10 PSF
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Kn = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
Ss = 1.5 - IBC FIGURE 1613311)
SOS=1.0,IE=1.0,R=6.5
Cg = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SUWACES SHALL BE
INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
FOUNDATIONS:
PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITH 1,500 PSF BEARING CAPACITY (ASSUMED).
BOTTOM OF EXTERIOR FOOTINGS SHALL BE MINIMUM 1'4" BELOW OUTSIDE FINISHED GRADE.
BACKFILL WALLS 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, 2018 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 SURFACE
WATER USE MINIMUM F'c = 3,000 PSI WITH 5.5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE
AND A MAXIMUM OF 5.2 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 411/2% ±1.5% BY
VOLUME. MAXIMUM SIZE OF AGGREGATE IS 11/2" ALL CONCRETE SHALL BE POURED
MONOLITHICALLY BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SHOWN OTHERWISE.
CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCH TICKET TO BE ON JOB SITE FOR
BUILDING INSPECTOR VERIFICATION.
REINFORCING 51EEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (N = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'40"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SHALL BE
ACCURATELY PLACED AND ADEQUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR TIES
AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINFORCING STEEL:
USE
SLAB AND WALL BARS:
INTERIOR FACES
EXPOSED TO WEATHER OR EARTH
FOOTING BARS
PROTECTION
11/2 u
111/2 (05 AND SMALLER)
2" (#(o AND LARGER)
3..
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF*2 OR BETTER
POSTS DF*2 OR BETTER
2x FRAMING HF*2 OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRADES SHALL CONFORM TO "WWPA GRADING RULES
FOR WESTERN LUMBER", LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE
PRESSURE TREATED IN ACCORDANCE WITH AWPA Ul. 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
2304.10.5. ALL MINIMUM NAILING SHALL BE PER IBC TABLE 2304.10.1 U.N.O. MACHINE BOLTS TO BE
A-307. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD
CUT WASHERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' 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 A190.1,
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 UN.O. GLUE SHALL
BE CASEIN WITH MOLD INHIBITOR UNLESS OTHERWISE SPECIFIED, SEALER SHALL BE APPLIED TO
ENDS OF ALL MEMBERS. BOTTOM LAMINATION TO BE FREE OF UNSOUND KNOTS LARGER THAN 1/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST
WEYERHAEUSER OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS 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. JOIST HANGERS TO
BE SIZED AND PROVIDED BY THE MANUFACTURER OR SUPPLIER
LAMINATED VENEER LUMBER (LVL):
LAMINATED VENEER LUMBER (LVL) TO BE BY TRUSS JOIST WEYERHAEUSER (MICROLAM - Fb = 2,600 PSI, E =
1,900,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481
OR CCMC REPORT NO. 08615-R. BEARING LENGTH SHALL NOT BE LESS THAN 111/2" DO NOT CUT OR NOTCH
BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER HEEL CUTS SHALL NOT OVERHANG INSIDE FACE OF
SUPPORTING MEMBER
BEARING WALL FRAMING:
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE 48 DF2
WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5'-0" OR LESS AND TWO CRIPPLES AND ONE
STUD FOR OPENINGS MORE THAN 5'-0" WIDE. STUDS SHALL BE CONTINUOUS FROM SILL PLATE AT FOUNDATON
TO TOP PLATE AT ROOF OR CEILING. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2)
STUDS. SPIKE LAMINATED COLUMNS TOGETHER WITH 16d tv 12" O.C. STAGGERED. STAGGER SPLICES AT TOP
PLATES MINIMUM 48" AND NAIL WITH 16d a 8" O.C.
SPEAR WALL5:
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 (24/1(o) WITH A MINIMUM PANEL EDGE NAILING OF ad
6" O.C. UNLESS NOTED OTHERWISE. ALL SHEAR WALL NAILING SHALL BE COMMON WIRE OR GALVANIZED BOX
NAILS. FASTENERS IN PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED
STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. DESIGNATED 3x FRAMING MAY BE (2) 2x
MEMBERS FACE -NAILED WITH 16d -9 12" O.C. STAGGERED. ALL HEADERS SHALL HAVE STRAP CONNECTORS TO
THE TOP PLATE AT EACH END WHEN THE HEADER INTERRUPTS THE TOP PLATE. USE 'SIMPSON' L5TA24
CONNECTOR UN.O.
FLOOR AND ROOF FRAMING:
DIMENSIONAL FRAMING MEMBERS SHALL BE FREE OF SPLITS, CHECKS, AND SHAKES. PROVIDE DOUBLE JOISTS
UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE LENGTH AND ALL AROUND ALL
OPENINGS IN FLOORS AND ROOFS U.N.O. PROVIDE SOLID BLOCKING AT RIM JOISTS BELOW CONCENTRATED
LOADS FROM ABOVE. APPLY 3/4" RATED SHEATHING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS
WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND ad COMMON OR
GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1/2" RATED SHEATHING (24/1(o) ON ROOF
NAILED TO STIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED
EDGES AND ad COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING
PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRU55E5:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI/TPI 1-2014. 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 RESPONSIBILITY FOR THE WORK OF ALL
SUBORDINATES INVOLVED IN THE PREPARATION OF THE TRUSS PLACEMENT PLAN AND TRUSS 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 ICC APPROVED.
LOADS SHALL BE IN ACCORDANCE WITH THE RECOMMENDED DESIGN LOADS AND IBC CHAPTER 16.
MANUFACTURER SHALL PROVIDE ALL TRUSS -TO -TRUSS CONNECTION DETAILS AND REQUIRED CONNECTION
MATERIALS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE BUILDING DEPARTMENT FOR APPROVAL AND
MAINTAIN DRAWINGS ON SITE FOR INSPECTION. CONTRACTOR TO VERIFY ALL TRUSS LENGTHS PRIOR TO
FABRICATION AND INSTALLATION. TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL
STABILITY IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS AND INDIVIDUAL TRUSS DRAWINGS. NO TRUSS
SHALL BE ALTERED WITHOUT PRIOR WRITTEN CONSENT OF THE TRUSS DESIGNER AND ENGINEER OF RECORD,
GENERAL CONSTRUCTION NOTES:
ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE (IBC), 2018 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 AS 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
SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK
SHOWN ON THE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT
OR ENGINEER
5NE,4R UJ,4LL SCHEDULE
MARK
MINIMUM
SHEATHING (U
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" CDX ad Is 6" O.C. 5/8" a (00" O.C.
Qall = 230 PLF
OR OSB
1/2 11 CDX ad e 4" O.C. 5/8116 32" O C
Qa I I = 350 PLF
tl
OR OSB
R
SEE DETAIL 12 / 52.0 FOR CONSTRUCTION
NOTES
1) ALL WALLS DESIGNATED" D" ARE SHEAR WALLS. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE.
NAILING AT T1-11 PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL. NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED OUT SHALL BE PER IBC TABLE
2304.10.1. NAILING IN PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEL OR OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL PER ASTM A153.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY 5IMP50N STRONG TIE OR ICC APPROVED
EQUAL 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 7 INTO
CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 23083.2 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153.
4) ALLOWABLE LOADS ARE PERMITTED TO BE INCREASED 40% FOR WIND DESIGN IN
ACCORDANCE WITH AF4PA SDPWS TABLE 43A.
5) DESIGNATED 3x STUDS MAY BE (2) 2x MEMBERS FACE -NAILED WITH 16d 6 12" O.C. STAGGERED.
�- 4x12 -�- 4x12 -�
(AT OPTION) (AT OPTION)
LSTA36 - HDR < SILL
TO 3x 5LOCKIWs:
(TYP. 2 PLACES)
�1/2 x 105 GL5 1i2 x 105
(AT OPTION)
MAIN FLOOR OPTION
— -------�
Q Q LSTA36 - HDR < SILL
1i2" RATED SHEATHING w/ MIN.
ed is 6" O.G. EDGE NAILING
ed ® 411
2x BLOCKING w/ Ibd e
RATED SHEATHING PER PLAN
RAFTER OR TRUSS PER PLAN
w/ (2) ed TO 2x BLOCKING
NOTE:
SEE ARCH FOR FLASHING
REQUIREMENTS.
2x BLOCKING w/ (2) ed
TO STUD EACH END
2x STUD PER PLAN
I LOWER ROOF FRAMING 6 SHEAR WALL
SI (d SCALE: 31/° - P-0°
COP*�'FRIGHT 2023, SEGA ENGINEERS
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JOB 12 -034
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JOB 12 -034
1/2" RATED SHEATHING
ad Is 6" O.C.SHEATHING 4 NAILING PER NOTE:
(4" O.C. a SIM.)i� SEE ARCH FOR FLASHING 1/2" RATED SHEATHING w/ NOTE:
PLAN OR SCHEDULE. REQUIREMENTS. TRUSS t0 DEVELOP = N
ad 4" O.C. t0 FRAMING CAPACITY OF CONNECTOR p w
STAGGERED SHEATHING ad o 4 O.C. ,
PER PLAN. EXTEND OVER H1 FRAMING ANCHOR TRUSS PER PLAN
2x VENTED BLOCKING. 'n
II EACH TRUSS. USE H10A-2 ROOF SHEATHING @ p
ad 6 O.C. At DBL TRUSS. GABLE END TRUSS. 1 PER PLAN 2x BLOCKING DBL 2x TOP PLATE.
1 (BEAM At IM) -q w 73
BE S USN
N
A35 9 48" O.C.–
tRUSS PER PLAN DBL 2x TOP PLATE. LAP (USE 24" O.C. At SIM.) 2x STUD CONNECTOR SCRAP
\\"'
2x VENTED BLOCKING. SPLICE 4'-0" MIN. 4 NAIL w/ 2x BRACE PER TRUSS SUPPLIER
END NAIL t0 TRUSS ,@ DBL 2x TOP PLATE. LAP SPLICE OR 48" O.C. SECURE w/_/ PER PLAN.
EACH END w/ (2) ad, 4'-0" MIN. 4 NAIL w/ 16d a 4" O.C. 16d G 6 O.C. STAGGERED. TRUSS OR RAFTER
STAGGERED. ADD LSTA24 TO A34 EACH END. PER PLAN NOTE:
WALL SHEATHING AND NAILING SPLICE PER PLAN SHEATHING 4 NAILING 1 INSTALL CONNECTOR PRIOR
PER PLAN OR SCHEDULE. PER PLAN OR SHEAR 2x FRAMING PER PLAN. 2x STUD (NOT SIM) t0 PLACING COMMON TRUSSES
�.
SPLICE TO OCCUR ON COMMON 2x FRAMING PER PLAN. WALL SCHEDULE. (HEADER s SIM.) 2x NAILER OR TRUSS o
MEMBER OR BLOCKING w/ 1(od tv 8" O.C.
� w
PQ a
an.01
1 TYi=)ICAL ROOF FRAMING CONNECTION 2 ROOF FRAMING GA5LE END 3 ROOF FRAMING 5HEAR IUALL DRAG STRUT CONNECTION •�
S2 0 SCALE: I" = I'-0" S2 0 SCALE: I" = I'-0" s2 0 SCALE: I" = 1'-0" 52 0 SCALE: 1" = I'-0"
o
U q
ad 6 6" O.C.
16d IV 16" O.C. SOLE DBL 2x TOP PLATE v 0 o
RATED SHEATHING PLATE NAILING. "
a i
RATED SHEATHING SUBFLOOR PER PLAN HDR PER PLAN. _________________TT_____ o
PER PLAN ------------------------ �---- � � ..
2x CONTINUOUS RIBBON (3) ad JOIST -TO -TOP
! i o
ad6" O.C. PLATE U.N.O. MAINTAIN
MIN. 1112 END DISTANCE. -1
VENTED BLOCKING. END -NAIL MStC HOEDOWN
3x BLOCKING. EXTEND b
EACH END t0 RAFTER w/ DTC FRAMING ANCHOR 12" O.C. STRAP PER PLAN (2) BAYS (24" MINIMUM)
(2) ad NAIL. INSTALL AFTER PLACING ROOFING 1'-0" 'cq
ATERIAL. i OR t0 CORNERcq
SHEATHING 4 NAILING PER PLAN. (TYP) m
SPLICE t0 OCCUR ON COMMON TRIMMER STUDS)
�T� w
MEMBER OR BLOCKING ! W w
2x RAFTER PER PLAN cq
SHEATHING 4 NAILING 'SIMPSON' HI GIRDER TRUSS PER PLAN. FLOOR TRUSS KING SCUD j
PER PLAN OR SCHEDULE.
–N
TRUSS PER PLAN PER PLAN
DBL 2x TOP PLATE. LAP 2x FRAMING PER PLAN.
SPLICE 4'-0" MIN. 4 NAIL DBL 2x TOP PLATE. LAP SHEATHING AND NAILING (BEAM SIM.) 2x DBL TOP PLATE. LAP SPLICE j
W/ lbd 8" O.C. STAGGERED SPLICE 4'-0" MINIMUM 4'-0" MIN. 4 NAIL w/ 16d 4"
PER PLAN OR SCHEDULE.
2 6 FRAMING O.C. STAGGERED.
x 1�z" RATED SHEATHING
NAILING PER SCHEDULE.
LSTA STRAP PER
5 ROOF FRAMING RAFTER GIRDER TRU55 5HEAR WALL TYPICAL FLOOR FRAMING CONNECTION PLAN (TYP).
52.0 SCALE: 1- 1 0 52.0 SCALE: I- 1 0
2.m II = ' II II _ ' II " _ ' II 2x SILL PLATE �
WALE: I-0
FLOOR TRUSS PER PLAN
16d 10 4" O.C. SOLE 16d tv 4" O.C. SOLE
(3) 16d t0 TRUSS WEB (TYP.) SUBFLOOR PER PLAN SHEATHING NAILING PER PLAN
PLATE NAILING. PLATE NAILING.
SHEATHING w/ ad ad a 4" O.C. \-3x BLOCKING
tv 6" O.C. EDGE NAILING. 2x FRAMING w/ (3) SUBFLOOR PER PLAN 1/2" SHEATHING w/ ad 3/4" SUBFLOOR (TYP)
6" O.C. EDGE NAILING.
(NOT MANF PANEL) 16d t0 TRUSS WEB ad a4" O.C. (NOT tvMANF PANEL) 8 5HEAR WALL FORCE TRANSFER DETAIL MSTC HOLDOWN
SCRAP PER PLAN i � i �
S2 0 SCALE: I" is 1'-0"
i
.i
SHEATHING 4 NAILING /'� r I
I o
PER PLAN
L5TA24 STRAP
2x RIBBON NAILER (TYP) i ! (FAR SIDE) 16"
1i2" SHEATHING INFILL BLOCKING w/ 2x FRAMING PER PLAN.2x TOP PLATE MINIMUM NAIL SHEATHING t0 HDR
ad 6" O.C. EDGE NAILING OR (BEAM At SIM) TRUSS PER PLAN 1'/2" SHEATHING INFILL BLOCKING w/ w/ ad tv 3" O.C. EACH WAY.
MANUFACTURED BLOCKING PANEL. viz" SHEATHING INFILL BLOCKING
ad 6 O.C. EDGE NAILING OR TRUSS PER PLAN HDR PER PLAN. EXTEND
OVER PANEL t0 KING STUD
MANUFACTURED BLOCKING PANEL. 16d 's 4" O.C. . (6) 16d KING STUD t0
16d tv4" O.C. w/ ado 6" O.C. EDGE NAILING. --- ---
HEADER
-
MSTC HOEDOWN :: ; „;
SHEATHING 4 NAILING PER-/- 16d 8" O.C. PER PLAN . +
PLAN OR SCHEDULE. FLOOR BEAM PER PLAN =_
BEAM PER PLAN 1 2x KING SCUD w/ 2x
FASTEN TOP PLATE TO CRIPPLE STUD
g FLOOR FRAMING INTERIOR 5HEAR WALL 10 FLOOR FRAMING CANT. J0I5T 11 FLOOR FRAMING INTERIOR SHEAR WALL HEADER w/ (2) ROWS +'�
s2 0 SCALE: I _ I 0 s2 0 SCALE: I _V-01"
16d AT 3" O.C. : 4x BLOCKING 9 MIDDLE
S2 0 SCALE: I" = 1'-0" " " -
:i: i:i
24" IF REQUIRED.
10'-0" MAX.
(8'-0" SIM) --- ---;±*i
`� 1�2" RATED SHEATHING (24/0 EXP 1).
SHEATHING NAILING PER PLAN. SHEATHING 4 NAILING PER PLAN. 16d 8" O.C. SO ':I NAIL w/ (2) ROWS ad 10 3" O.C. At �
16d 8 O.C. SOLE LE ;' PANEL EDGES.
SPLICE t0 OCCUR ON COMMON PLATE NAILING SPLICE t0 OCCUR ON COMMON PLATE NAILING (2) 2x CRIPPLE
MEMBER OR BLOCKING MEMBER OR BLOCKING STUDS.
1(od tv 6" O.C. SOLE
ad 4" OC SUBFLOOR PER PLAN SUBFLOOR PER PLAN PLATE NAILING. ,� ��� l2) 2x PLATE. (NAIL
ad tv 4" O.C. �i+ :: SHT'G TO EA PLATE)
2x BELVELED BLOCKING Sd 9 6" O.C. LINO •it
W/ 16d tv 4" O.C.IV" 2x BLOCKING w/ 16d 4" O.C. SU 00 AN TOP OF STEM WALL `+ - _ ==+ , '+
.
i TRUSS PER PLAN BFL R PER PL
i2 SHEATHING ELEV. VARIES
r SAS -
1/z" SHEATHING SHEATHING NAILING i r� 2x Pt SILL
NOTE: PER PLAN OR STHD14 HOLDOWN UNO.
SEE ARCH FOR FLASHING SCHEDULE (2) %4 ANCHOR BOLT w/ MIN.
REQUIREMENTS. FLOOR TRUSS NOTE:7 EMBEDMENT 4 3" x 3" x/4
PER PLAN SEE ARCH FOR FLASHING FLOOR TAN GALVANIZED 1E WASHER
TRUSS PER PLAN REQUIREMENTS.J PER PL FOUNDATION PER PLAN.
HANGER BY TRUSS SUPPLIER MSTC HOEDOWN MIN. 8" THICK STEM WALL w/'
SCRAP PER PLAN #4 BAR NORIZ. TOP 4 BOTTOM.
LUS24 HANGER BY BEAM PER PLAN BEAM PER PLAN GIRDER / END TRUSS
TRUSS SUPPLIER LUS24 HANGER BY OR BEAM PER PLAN 12 PORTAL FRAME PANEL
TRUSS SUPPLIER s2 0 SCALE: NONE
o
13 FLOOR FRAMING CONNECTION 0 FLU5H SEAM 14 FLOOR FRAMING CONNECTION 6 FLU5H SEAM 15 5HEAR WALL FRAMING AT FLU5H REAM
52.0 SCALE: I" = I'-0" 82.0 SCALE: 1" = P-0" Ks2.0 SCALE: I" = I'-0" COPYRIGHT 2021, SEGA ENGINEERS
JOB 12 -034
2x BLOCKING w/ (3) Sd2x SCUD PER PLAN. USE MINIMUM 16d a 16" O.C. SOLE
ad Is 6" O.C. TOE -NAIL TO 4x BEAM 4 PLATE NAILING.
l2) 2x STUD G ENDS OF SHEAR 2x STUD PER PLAN. USE DBL F_
SUBFLOOR PER PLAN (2) ad t0 JOISTS. WALLS 4 HOEDOWNS. SEE SHEAR s/411 SHEATHING STUD At END OF SHEAR WALLS STEM WALL _ F_
JOIST PER PLAN WALL SCHEDULE FOR 3x STUDS. ANCHOR BOLT w/ 3"x3"x1i411 4 HOLDOWNS. SEE SHEAR WALL a 0 N w
WASHER SEE SCHEDULE FOR SCHEDULE FOR 3x STUDS. a 0-
SHEATHING 4 NAILING PER SHEATHING 4 NAILING PER _ _ _
2x4 w/ (8)16d AT PLAN. SPLICE TO OCCUR SIZE 4 SPACING.USE 5�a"� At PLAN OR SCHEDULE_N,,,,,,, i a ° @ O
ON COMMON MEMBER 60 O.C. U.N.O. 4 SLAB ON GRADE OVER LL
2x4 GUSSET EA BEAM PEKE. 2x Pt SILL II ( w
SIDE w/ (S) 16d (NOTA METAL CAP) OR BLOCKING. Lu
MIN. 6 MIL VAPOR BARRIER 2'-0" I I a W
(ALT. METAL CAP) 04 AR - HORIZ.
6" MIN. (NOT �► S.O.G.) FINISH GRADE OR � a �` <1
I
4x4 Pt POST FINISH GRADE 12" MAX. j STHD HOLDOWN PER PLAN. SLAB ON GRADE I/ ADD 04 J BAR FOR
14x6 At SPLICE) ++ + (S.OG. ,q SIM.) t` , STHD HOEDOWN 2x PT SILL Iw/ ANCHOR BOLT a STEPS EXCEEDING 2'.
MAB ANCHOR ,,-04' BAR 24 O.C. -VERT. ER PLAN 4 3 x 3 x 4 WASHER PER ° � �;
(ALT. A34 ANCHOR 1811 1 II 1
-(Oil PLAN OR SCHEDULE. USE S„ _ — _ 2
TWO SIDES) MIN. 1-61I MIN a # a 41 Sig"� 60" O.C. MIN.
MIN. - - MAX.
12" 4 -0 MAX. I 4 BAR CONTINUOUS , MAX.
FTG PER PLAN —\ ° MIN. S„ o p S�� 1-411-
#4 MBAR 24" O.C. -VERTICAL 1 a
D ° ® O II-0II
O #4 A CONT. CONTINUOUS FTG. fL/ 0 o
II BAR MINIMUM •� o
FINISH GRADE
D g11 S (TYP.) REINFORCEMENT
�o
1 FLOOR FRAMING AT CRAWL 5PACE 2 FOUNDATION AT CRAWL 5PAGE 3 FOUNDATION AT 5LA5 ON GRADE 4 STEPPED FOOTING DETAIL •� a
52.1 SCALE: I" = I'-0" 52.1 SCALE: I" = I'-0" 52.1 SCALE: I" = 1'-0" S2_I SCALE: 1" = I'-011
o b
U q
o
U � o
A
16d 16" O.C. SOLE NOTE: • �I
PLATE NAILING.
3/4° SUBFLOOR DO NOT BACKFILL ABOVE 36"
a c
UNTIL FLOOR SHEATHING, PONY M
(3) ed JOIST -TO -TOP
WALL SHEATHING, AND FILL ARE
M5TC40 HOLDOWN. ALIGN PLATE U.N.O. MAINTAIN INSTALLED PER PLAN.
a
MIN. 11/2" END DISTANCE. 14
ri
WITH EMBEDDED STHD b
TYPE HOLDOWN BELOW. cQ
STHD HOLDOWN PER PLAN cQ
SHEATHING 4 NAILING PER A35 FRAMING ANCHOR cn
PLAN. SPLICE t0 OCCUR ON--/ '/4" SHEATHING (40/20) w
COMMMON MEMBER OR 2x Pt SILL w/ 5%4 ANCHORcQ
BLOCKING 2 x 6 SCUD 16 O.C. USE BOLT PER PLAN OR SCHEDULE
Q5L STUD 's ENDS OF (MAXIMUM 32" O.C.)
SHEAR WALLS 4 HOLDOWNS.K-011 S.OiG. PER PLAN
2x Pt SILL w/ %4ANCHOR MAX. (GRADE 's SIM.) JOIST PER PLAN OR (2)I
SHEATHING 4 NAILING BAYS BLOCKING AT 24 O.C.
PER PLAN. MATCH WALE BOLT 4 3" x 3" x 1�4" WASHER wl (8) Sd t0 SUBFLOOR
At 5'-0" O.C. UN.O. #4 BAR 's 10" O.C.
ABOVE U.N.O. (ALT. MASA ,@ 48" O.C.) HORIZONTAL (2) #4 BAR TOP
4"'
1 STHD TYPE HOLDOWN
PER PLAN.
04 BAR 10" O.C. - HORIZ.H #4 � BAR VERTICAL H
(36" MAX) 10i� O.C. H = 8,
FINISH GRADE/,--04!BAR 16" O.C. - VERT.
12 O.C. 4 N = 6
I
\04 VERTICAL BAR
MAX. X.FINISH GRADE t0 MATCH LFTG
18" i 44 FTG DRAIN
I
MIN a e e #4 BAR CONTINUOUS (18" MIN.) - -_ - ��,
o (TYP OF 2) S 0
II
D �
SII 04 BAR CONT.
118411 1'-4" (TYP.)
5 CRIPPLE LUALL UJITIP 5ACKFILL FOUNDATION FOUNDATION AT CRAWL SPACE (ALTERNATE)
52.1 SCALE: I" = 1'-0" 52.1 SCALE: 1/211 = 11-011
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COPYRIGHT 2021, SEGA ENGINEERS
JOB 12-034