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SOOF VENTILATION CALCULATION& 4 RE CCU 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 SEC. R806.1 - 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 R5021.
REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR.
MINIMUM VENT AREA PER SEC. RSm6.2 - THE MINIMUM NET FREE VENTILATION AREA SHALL BE
1/150 OF THE AREA OF THE VENTED SPACE.
VENT AND INSULATION CLEARANCE PER SEC. RaOro.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
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ROOF FRAMING NOTES:
I. ALL HEADERS TO BE 4x8 DF 02, UNLESS
NOTED OTHERWISE. HEADERS AT EXTERIOR
WALLS 8 WARM WALLS TO BE INSULATED
W/R-Im 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.
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"x3m" PER IRC SEC. R507.1.
*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 IRC SEC.
R&06. ALL FRAMING TO COMPLY WITH IRC
SEC R502.
6. a REFER TO SHEAR WALL SCHEDULE.
TRIMMER
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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Plan No:
SB2603
Date:
12-2-21
UFFER ELECTRICAL FLAN
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MAIN ELECTRICAL FLAN
--------------
5c,4L : 1% ; 1'_0
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 R303.6 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.
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Plan No:
SB2603
Date:
12-2-21
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ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2018 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DESIGN LOADS:
ROOF
LIVE LOAD
DEAD LOAD
FLOOR
LIVE LOAD
DEAD LOAD
25 PSF (SNOW)
15 PSF
40 PSF (RESIDENTIAL)
60 PSF (DECKS)
„_l
WIND
BASIC WIND SPEED 110 MPH (3 SECOND GUST, ULTIMATE LOAD)
RISK CATAGORY II, EXPOSURE B, Kz, = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT -FRAMED WALLS)
SITE CLASS: D
SEISMIC DESIGN CATAGORY: D
$s = 1B - IBC FIGURE 161330)
SDs = 1.0, le = 1.0, R=6.5
CS = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES 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'-6" 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 5B SACKS OF CEMENT PER CUBIC YARD OF CONCRETE
AND A MAXIMUM OF 52 GALLONS OF WATER PER 94 LB SACK OF CEMENT. ALL CONCRETE SHALL
CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SHALL BE 41i2% ±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 STEEL:
ALL REINFORCING STEEL SHALL BE MINIMUM GRADE 60 (Fy = 60,000 PSI) DEFORMED BARS IN
ACCORDANCE WITH ASTM SPECIFICATION A-615. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-6"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT COMERS 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
1112"
11,2" (05 AND SMALLER)
2" (% 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 UI. 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-301. 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-V8 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 11/2"
DIAMETER AITC STAMP AND CERTIFICATION REQUIRED.
RREFABRICATED 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 =
1,1300,000 PSI). MATERIAL SHALL BE DESIGNED 4 MANUFACTURED TO THE STANDARDS SET FORTH IN NER-481 OR
CCMC REPORT NO.08675-R. BEARING LENGTH SHALL NOT BE LESS THAN 11/2 ". 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 4x8 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. ALL COLUMNS NOT CALLED OUT ON THE PLANS SHALL BE TWO (2) STUDS. SPIKE
LAMINATED COLUMNS TOGETHER WITH 16d a 12" O.C. STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 48"
AND NAIL WITH lbd is 8" O.C.
SHEAR WALLS:
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(0) WITH A MINIMUM PANEL EDGE NAILING OF 8d tv 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 NOT -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 6 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 SNAKES. 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 8d
COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT ALL SUPPORTED EDGES AND 8d COMMON OR GALVANIZED
BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. APPLY 1%" RATED SHEATHING (24/1(0) ON ROOF NAILED TO
STIFFENERS OR RAFTERS WITH 8d COMMON OR GALVANIZED BOX NAILS AT b" O.C. AT SUPPORTED EDGES AND 8d
COMMON OR GALVANIZED BOX NAILS AT 12" O.C. AT INTERIOR SUPPORTS. LAY SHEATHING PERPENDICULAR TO
FRAMING AND STAGGER PANEL EDGES.
FLOOR AND ROOF TRUSSES:
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), 2016 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 (1)
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMARKS (4, 5)
1/2" CDX
ad 6 6" O.C.
5/8" a (00" O.G.
Qall = 230 PLF
OR OSB
1/2 " CDX
8d 6 4" O.C.
5i811 ,t 3211 O.C.
Qa I I = 350 PLF
OR OSB
R
SEE DETAIL
12 / 52.0 FOR CONSTRUCTION
NOTES
1) ALL WALLS DESIGNATED" Dll 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 AI53.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON 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 1" INTO
CONCRETE. WASHERS TO BE 3" x 3" x 1/4" PER IBC SECTION 230832 AND OF HOT -DIPPED
ZINC -COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM AI53.
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 1(od a 12" O.C. STAGGERED.
T� T�
a I a LSTA36 - NDR E SILL
�HTS20 - TRUSS
TO TOP PLATE
A = 614 SQ FT
lu
HT620 - TRUSS
TO TOP PLATE
4x12 Z,
B
rl Is
OF 3)
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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 TO DEVELOP = N
ad 4" O.C. TO 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 SIM.) -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 TO 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) TO 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
w 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" S2 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 TO RAFTER w/ DTC FRAMING ANCHOR 12" O.C. STRAP PER PLAN (2) BAYS (24" MINIMUM)
(2) ad NAIL. INSTALL AFTER PLACING ROOFING LI'-0" 'cq
ATERIAL. i OR t0 CORNERcq
SHEATHING 4 NAILING PER PLAN. (TYP) m
SPLICE TO 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 SIMJ 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 a 4" O.C. (NOT tvMANF PANEL) 8 5HEAR WALL FORCE TRANSFER DETAIL MSTC HOEDOWN
SCRAP PER PLAN i � i �
S2 0 SCALE: I" is 1'-0"
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 TO 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 TO
16d tv 4" 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 m SCALE: I _ I 0 s2 m SCALE: I _1 0 16d AT 3" O.C. : 4x BLOCKING 9 MIDDLE
S2 0 SCALE: 1" = 1'-0" " " - ' "
:i: i:i
24" IF REQUIRED.
10'-0" MAX.
(8'-0" SIM) --- --- ;± +1
`J 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 TO 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 PLAN
i2 SHEATHING ELEV. VARIES
r SAS-
1/z" SHEATHING SHEATHING NAILING i r� 2x Pt SILL
NOTE: PER PLAN OR STHD14 HOEDOWN UNO.
SEE ARCH FOR FLASHING SCHEDULE (2) %4 ANCHOR BOLT w/ MIN.
REQUIREMENTS. FLOOR TRUSS NOTE: \-7 EMBEDMENT 4 3" x 3" x 1/4"
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 m SCALE: NONE
o
13 FLOOR FRAMING CONNECTION 0 FLU5H SEAM 14� FLOOR FRAMING CONNECTION 6 FLU5H SEAM 15 5HEAR WALL FRAMING AT FLU5H REAM
52D SCALE: I" = I'-0" 8 o SCALE: 1" = P-0" Ks2.0 SCALE: I" = I'-0" COPYRIGHT 2021, SEGA ENGINEERS
JOB 12 -034
2x BLOCKING w/ (3) ad 2x 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 DBE F_
SUBFLOOR PER PLAN (2) ad TO 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 ,� 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 (NOT A METAL CAP) OR BLOCKING. Lu
MIN. 6 MIL VAPOR BARRIER 2'-0" I I a W
(AET. METAL CAP) 04 AR - HORIZ.
6" MIN. (NOT �► S.O.G.) FINISH GRADE OR � a �` a I I
4x4 Pt POST FINISH GRADE 1211 MAX. j STHD HOEDOWN PER PLAN. SLAB ON GRADE I/ ADD 04 J BAR FOR
(4x6 At SPLICE) ++ + IS.OG. ,q SIM.) t` , STHD HOEDOWN 2x PT SILL Iw/ ANCHOR BOLT a STEPS EXCEEDING 2'.
MAB ANCHOR 4 � 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 # 5i8"� 60" O.C. MIN.
MIN. - - MAX.
12" 4 -0 MAX. I 4 BAR CONTINUOUS , MAX.
FtG PER PLAN D ° 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" = 1'-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 Moil a c
UNTIL FLOOR SHEATHING, PONY M
(3) Sd JOIST -TO -TOP
WALL SHEATHING, AND FILL ARE
M5TC40 HOEDOWN. ALIGN PLATE U.N.O. MAINTAIN INSTALLED PER PLAN.
a
MIN. 11/2" END DISTANCE. 14
ri
WITH EMBEDDED STHD b
TYPE HOEDOWN BELOW. cQ
STHD HOEDOWN PER PLAN cQ
SHEATHING 4 NAILING PER A35 FRAMING ANCHOR cn
PLAN. SPLICE t0 OCCUR ON--/ 3/4" SHEATHING (40/20) w
COMMMON MEMBER OR 2x Pt SILL w/ 5%4 ANCHORcQ
BLOCKING 2 x 6 STUD 16 O.C. USE BOLT PER PLAN OR SCHEDULE
Q5L STUD 's ENDS OF (MAXIMUM 321, 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 TO SUBFLOOR
At 5'-0" O.C. UN.O. #4 BAR 's 10" O.C. I
ABOVE U.N.O. (ALT. MASA ,@ 48" O.C.) HORIZONTAL i (2) #4 BAR TOP
4"'
1 STHD TYPE HOEDOWN
i_
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 TO 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.
1'-4" (TYP.)
11-411
5 CRIPPLE LUALL UJITIP 5ACKFILL FOUNDATION FOUNDATION AT CRAWL SPACE (ALTERNATE)
52.1 SCALE: I" = 1'-0" 82.1 SCALE: 1211 = 11_011
CID emu.
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COPYRIGHT 2021, SEGA ENGINEERS
JOB 12 -034