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VISIBLE FROM STREET.
5/4x8 BARGE BD.
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04
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1. Contractor or builder
must verify ell dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities; The
purchaser must verify
compliance with all local
apphcable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a U.-
nsed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
Plan No:
SB2068
Date:
12 -13 -12
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04
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1. Contractor or builder
must verify ell dimensions
before proceeding with
construction.
2. This plan was designed
to be marketed throughout
many municipalities; The
purchaser must verify
compliance with all local
apphcable building codes
where the home is to be
constructed.
3. Purchaser should have
plans reviewed by a U.-
nsed builder and struct-
ural engineer for compli-
ance to specific site con-
ditions.
4. These plans should not
be altered by other than a
qualified designer, archi-
tect, or structural engineer.
Plan No:
SB2068
Date:
12 -13 -12
1P)
G- ENE�AL GTfRUCTUf ;PA= NOTES
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE INTERNATIONAL BUILDING
CODE (IBC), 2009 EDITION, WITH WASHINGTON STATE AMENDMENTS.
DE51GN LOADS:
ROOF
LIVE LOAD
DEAD LOAD
FLOOR
LIVE LOAD
DEAD LOAD
25 PSF (SNOW)
15 PSF
40 PSF (RESIDENTIAL)
10 PSF
WIND
BASIC WIND SPEED 85 MPH (3 SECOND GUST)
EXPOSURE B, 1,, = LO, K„ = 1.0
SEISMIC
EQUIVALENT LATERAL FORCE PROCEDURE
BEARING WALL SYSTEM (LIGHT- FRAMED WALLS)
SITE CLASS: D
SE'SMIC DESIGN CATAGORY: D
Ss = 15 - ;BC FIGURE 1613.5(U
Sos = 1.0, IE = LO, R =65
Cs = 0.154
INSPECTIONS:
NO SPECIAL INSPECTIONS ARE REQUIRED, NOTIFY THE BUILDING DEPARTMENT FOR INSPECTIONS
REQUIRED BY LOCAL ORDINANCE. ALL PREPARED 501L 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 I' -6" BELOW OUTSIDE FINISHED GRADE.
BACKFILL 6J4LL5 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 EXCE55 FREE
SURZACE WATER. USE MINIMUM F'c = 3,000 PSI WITH 55 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 41/2% '` -1,5 o BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS 1'/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 JGB
51TE FOR BUILDING INSPECTOR vEI IFICATION.
REINFORCING STEEL:
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 I' -6"
MINIMUM UNLESS OTHERWISE SHOWN. PROVIDE ELBOW BARS (32 DIA.) TO LAP HORIZONTAL STEEL
AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALL5. REINFORCEMENT SHALL BE
ACCURATELY PLACED AND ADECUATELY SUPPORTED BY APPROVED CHAIRS, SPACERS, OR
TIES AND SECURED IN PLACE DURING GROUT OR CONCRETE PLACEMENT.
MINIMUM CONCRETE COVER FOR REINrCRCING STEEL:
USE PROTECTION
51-45 AND WALL BARS:
INTERIOR FACES mil
EXP05ED TO WEATHER OR EARTH lie" (w5 AND SMALLER)
2" ( "6 AND LARGER)
=DOTING BARS 3"
TIMBER:
ALL LUMBER SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE:
BEAMS DF12 OR BETTER
POSTS HF"2 OR BETTER
2x FRAM'NG HF"2 OR BETTER
ALL 2x TIMBER SHALL BE KILN DRIED. ALL GRAPES SHALL CONFORM TO "WWPA GRADING
RULES FOR WESTERN LUMBER ', LATEST EDITION. ALL WOOD IN CONTACT WITH CONCRETE SHALL
BE PRE 55URE TREATED. RETREAT ALL GUT ENDS, NOTCHES, AND DRILLED HOLE5 IN
ACCORDANCE WITH A' PA M4. MAINTAIN MINIMUM 6" CLEAR BET— EEN 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 NOT - DIPPED ZINC- COATED
GA'_VANIZED STEEL OR STAINLESS STEEL IN ACCORDANCE WITH SECTION IBC 2304,95. ALL
MINIMUM NAILING SHALL BE PER IBC TABLE 2304.9.1 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 81MP5ON' 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 (GLE) TO BE IN ACCORDANCE WITH ANSI /AITC STANDARD
,4190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER. USE
STRESS GRADE COMBINATION 24F -V4 (Fb = 2,400 P5U FOR SIMPLE 5P4N5 AND 24F -VS FOR
CANTILEVER AND CONTINUOUS 5PAN5. SIMPLE SPANS SHALL BE CAMBERED ON A 3500' RADIUS
UN.0. 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 Ih" DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED.
PREFABRICATED JOISTS:
JOISTS SHALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS J015T
MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITH THE
PLANS AND THE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION
LOADS BEYOND THE DE51GN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL
SHEATHING MATERIAL HAS BEEN INSTALLED. PROVIDE 50LID BLOCKING AT CONCENTRATED
LOADS FROM ABOVE AND 45 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 MACMILLAN (MICROLAM) OR APPROVED
EQUIVALENT (Pb = 2,600 P51, E = 1,900,000 PSI). MATERIAL SHALL BE DESIGNED $ MANUFACTURED TO
THE °TANDARDS SET FORTH IN z5R -1351, BEARING LENGTH SHALL NOT BE LESS THAN 15/4 ". DO NOT CUT
OR NOTCH BEAMS WITHOUT PRIOR APPROVAL OR ENGINEER. HEEL CUTS SHALL NOT OVERHANG INSIDE
FACE OF SUPPORTING MEMBER.
BRING WALL FRAMING
ALL DOOR AND WINDOW HEADERS NOT CALLED OUT OR OTHERWISE NOTED ON THE PLANS SHALL BE
48 LQF2 WITH ONE CRIPPLE AND ONE STUD EACH END FOR OPENINGS 5' -O" OR LESS AND TWO
CRIPIPLES 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 NAILS WITH 166 a S" O.C.
SHEAR WALLS:
ALL SHEAR WALL SHEATHING NAILING AND ANCHORS SHALL BE 45 DETAILED ON THE DRAWING5 AND
NOTED IN THE SHEAR WALL SCHEDULE. USE APA RATED SHEATHING (24/16) WITH A MINIMUM PANEL
EDGE_ NAILING OF 8d a 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 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 'SIMPSON' 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 U.N.O. APPLY 314 " 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 /2" RATED SHEATHING (24/16) ON ROOF NAILED
TO SIFIFFENERS OR RAFTERS WITH ad COMMON OR GALVANIZED BOX NAILS AT 6" O.C. AT SUPPORTED
EDGES AND Ed COMMON OR GALVANIZED BOX NAILS AT 12" O.G. AT INTERIOR SUPPORTS. LAY
SHEATHING PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES,
ROOF TRUSSES:
TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITH ANSI /TPI I -2002. THE TRU55
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
RESFcONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN THE PREPARATION OF THE
TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWING5. EACH TRU55 SHALL BE PLANT FABRICATED
AND SHALL BEAR THE QUALITY CONTROL STAMP, MANUFACTURER'S NAME, DE51GN LOAD, AND
MAXIMUM SPACING. ALL MECHANICAL CONNECTORS SHALL BE ICC APPROVED AND LOADS SHALL BE
IN ACCORDANCE WITH THE RECOMMENDED ALLOWABLE LOADS. MANUFACTURER SHALL PROVIDE ALL
FRA"IING -TO -TRU55 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.
GRAL CONSTRUCTION NOTES:
ALL LONSTRUCTION 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
CONEITIONS 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 5UILDING 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 EBE CARRIED OUT WITHOUT THE WRITTEN PERMISSION FROM THE ARCHITECT OR ENGINEER.
SHEAR WALL 5GHEP�LE
MARK
MINIMUM
SHEATHING (U
SHEATHING
NAILING (1)
ANCHOR
BOLTS (3)
REMAR'
ti
s /8" TI -11
Ed a 6" CC,
5 /811 a 60" G.G.
Call = 230 PLF
4
OR' /2" 055
(DIA. = 0.131 11)
U
G
O
5/8" TI -11
ad a 4" O.C.
s /e" a 32" O.C.
Qall = 350 PLF
D
OR '/2" 055
(DIA. = 0.13111)
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DETAIL
12/520 FOR CONSTRUCTION
7
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NOTES
1) ALL WALLS DESIGNATED" D" ARE SHEAR WALL5. EXTERIOR WALLS SHALL BE SHEATHED WITH
RATED SHEATHING (24/0) AND NAILED AT ALL PANEL EDGES (BLOCKED) PER SCHEDULE, EDGE
NAILING AT TI -II PANELS SHALL BE THROUGH EACH EDGE OF EACH PANEL, NAILING AT
INTERMEDIATE FRAMING TO BE AT 12" O.C. NAILING NOT CALLED CUT SHALL BE PER IBC TABLE
2304.9.1.
2) HOLDOWNS AND OTHER FRAMING HARDWARE BY SIMPSON STRONG TIE TO BE USED PER PLAN.
ENDS OF SHEAR WALL5 SHALL USE DOUBLE STUDS MINIMUM. LAMINATE STUDS WITH 16d AT 12"
O.G.
3) USE MINIMUM OF TWO (2) BOLTS PER BILL 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 /4" PER IBC SECTION 23053.11 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 23063.
SHEATHING s NAILING
PER PLAN OR
SCHEDULE
51MP5ON' HOLDOUN
PER PLAN
16d a 4" G.C. SOLE
PLATE NAILING.
a 6' CC, UNO
3j4" 5UBFLGOR
JOIST PER PLAN
LU528 HANGER
BEAM PER PLAN
%� SHEAR WALL FRAMING AT FLUSH BEAM
SI.O SCALE: I" = 1' -0"
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1/2" RATED SHEATHING
ad a 6" O.G. SHEATHING 8 NAILING PER
PLAN OR SCHEDULE. %" RATED SHEATHING w/ �
ad a 4" O.C. TO FRAMING (Y
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ad a 4" O.C.
i ROOF SHEATHING
2 RATED SHEATHING � / TRUSS PER PLAN _
51MP50N' HI FRAMING n @ O
ANCHOR EACH TRUSS.
PER PLAN 2x BLOCKING -
8d a 6" O.G. - USE HIO -2 AT DEL TRUSS. GABLE END TRUSS. �1 u
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SIMPSON' 435 a 45" O.G. X 2x STUD SI PSON'
TRUSS PER PLAN DEL 2x TOP PLATE. LAP (24"
O.G. a SIM.)
CONNECTOR
2x VENTED BLOCKING. SPLICE 4' -0" MIN. b NAIL w/ 2x BRACE PER TRUSS SUPPLIER PER PLAN.
END NAIL TO TRUSS a DBL 2x TOP PLATE. LAP 6d a 6" CO. STAGGERED. OR a 40" O.C. SECURE w/ TRUSS OR RAFTER
EACH END w/ l2) Sd. 0" MIN. 4 NAIL
SPLICE l IGdEa4� O.G. STAGGERED SHEATHING 8 NAILING 'SIMPSON' A34 EACH END. PER PLAN 2x STUD MOT a SIM)
SHEATHING AND NAILING P
PER PLAN OR SHEAR 2x FRAMING PER PLAN. DEL 2x TOP PLATE. o
PER PLAN OR SCHEDULE. 2x FRAMING P R P r
BEAM AT SIM) WALL SCHEDULE. BEAM a SIM.) 2x NAILER OR TRUSS_ a
w/ 16d a S" Cc. BEAM AT SIM.)
a
W q
TYPICAL ROOF FRAMING CONNECTION 2 � ROOF FRAMING g GABLE END ROOF FRAMING SHEAR WALL %l'� DRAG STRUT CONNECTION c c
S2 -� SCALE: I" = 1' -m" S2 SCALE: I" = I' -m" 52.8 SCALE: I" = 1' -0" 52.O SCALE: I" = 1' -m"
y
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SOLE PLATE NAILING. nro
RATED SHEATHING 'SIMPSON' HOLDOWN USE 16d a 16" O.C. MIN. 16d a 8' O.G. SOLE
PER PLAN 3/411 V PLATE x RM J015T w/ (3) bL
6TRu P PER PLAN (3) 8d JOIST -TC -TOP SUBFLOOR SIMPSON' Sd " 5U O.C. r °
� SOLID RIM JOIST G.
8d a 6" O.G. 2x JOIST PER PLAN 2x BLOCKING w/ A35 HOLDOWN �� 1
��� 4 6UBFLOOR s.
RAM,NG ANCHOR TO STRAP PER PLAN 6d TO JOIST. rT, a o
VENTED BLOCKING ��- SHEATHING S NAILING PER PLAN, TOP PLATE. �i
PLATE U.N.O. MAINTAIN
MIN. 1112" END DISTANCE.
SPLICE TO OCCUR ON COMMMON y SHEATHING t NAILiNG�
MEMBER (CR BLOCKING /
I " � � PER PLAN
/4" SUBFLOOR J015/ P SRS-2 aNHOLDO B )
2x RAFTER PER PLAN
2x STIJpS PER PLAN. SHEATHING a NAILING PER
SHEATHING d NAILING SIMP50N' H2.5 OR HI BEAM AT SIM.) J015T PER PLAN PLAN OR SCHEDULE, 2x BLOCKING- w/ 435 FRAMING
PER PLAN OR SCHEDULE.
DEL 2x TOP PLATE. LAP 2x DEL TOP PLATE. LAP ANCHOR 70 TOP PLATE,
SPLICE 4' -0" MIN. d NAIL SPLICE 4' -0" MIN. a NAIL 2x FRAMING PER PLAN.
w/ 16d a a" O.C. STAGGERED w/ 16d a 6" O.G. STAGGERED, BEAM AT SIM.) STUD PER PLAN.
(BEAM AT SIM)
red ROOF FRAMING a RAFTER 6 TYPICAL FLOOR FRAMING CONNECTION FRAMING AT INTERIOR SHEAR WALL 1 FLOOR FRAMING e CANT. JOIST
\52J SCALE: I" _ ;' -0" sz.(O SCALE: I" = 1' -0" S2.(O SCALE: I" : I' -e" 5 o SCALE: a" = 1' -0"
2x STUD PER PLAN. USE MINIMUM
16d a 16" O.C. SOLE SHEATHING ( NAILING DBL STUD a ENDS OF SHEAR
2x STUD PER PLAN. USE MINIMUM PLATE NAILING. PER PLAN OR S(,HEpULE WALLS AND 1-40LDOWN5. SEE SHEAR SEE TYPICAL FLOOR
(2) 2x STUD a ENDS OF SHEAR_ 6d a 16" O.C. SOLE WALL SCHEDULE FOR 3x STUDS. �'�� FRAMING CONNECTION
WALLS 4 HOLDOWN5. SEE SHEAR a" SHEATHING PLATE NAIINC, s, 5IMP5GN' M5TC40 HOLDOWN. FOR ITEMS IN COMMON.
WALL SCHEDULE FOR 3x STUDS. a SUBFLOCR
ANCHOR BOLT w/ 3"x3 "x114" WASHER. / LSTA24 STRAP
ALIGN WITH EMBEDDED STHD
SHEATI `ING 8 NAILING SEE SCHEDULE FOR SIRE AND SPADING, JOIST PER PLAN TYPE HOLDOWN BELOW
FER PLAN. USE % d AT 60" O.G. UN.O. � � � (FAIR SIDE) 6"
2x TOP PLATE MINIMUM,
2x PT SILL NA L SHEATHING TO NDR
"4 BAR - HORIZONTAL
MIN. ° BAR - HORIZ. 6' MIN. DBL STUD a ENDS OF HDR PER PLAN mow/ ad a 3 O.G. EACH WAY.
2 MAX. 2x STUD a 16" O.G. U5
12' MAX 4 O HEADER
2ANGHORLBOLT w/ 3x3 x�y GALV. WASHER. f R
1 x 3 N5. 8' �` �w
Y
FASTEN TOP PLATE T
SIMPSON' HOLDOWN PER P 1 0
w I n �I I �� i / (2� OWS 16d A 3" O.G.
a VERTICAL USE ei 6ID O.G. MIN.
4 O.G. - VERT, 4LB,gR a 24 CC. SEE SCHEDULE FOR SIZE d SPACING. AN� HORAEOLT�w /OLDOW x 4 MAX
4 L EAR 24"
5i „ a
MIN 6" MIN, WASHER. SEE SCHEDULE FOR
2' -6" MAX "4 BAR CONTINUOUS 4' -0" MAX. SIMPSON' HOEDOWN SHEATHING d NAILING SIZE AND SPACING. USE spa "�1 j �(2) 2x STUDS ITYP.)
6 6, PER PLAN. PER PLAN. AB VE UNOL 1 AT
STHD TYPE
Imo_ 60 O.G. U,N.O 4x BLOCKING a MIDDLE Lu
a'' i 6
4 BAR GONT, FINISH GRADE 10' -0" 24 IF REQUIRED. LH
_g "�I MAXIMUM
g FOUNDATION AT CRAWL SPACE FOUNDATION AT CRAWL SPACE MAXIMUM
� O p0 PER PLAN,
2 RATED ..HEATHING (24/0 EXP U,
��
�2 m
SCALE: I" = 11-0^ s2 m SCALE: I" - 1' -0" SNAIL w/ (2) ROWS Sd a 3" O.C. AT
�y
- FIN15H GRADE z
I PANEL EDGES.
DG
n '
2x STUD PER PLAN. USE -
- - - _ (2) 2x PLATE. (NAIL
DBL OR 3x STUD a HOLDOWN. U 24" MIN � "4�BAR a 16" O.C. -VERT. SHT'G TO EA PLATE)
STEM WALL r
SCHEDULE ILL w/ ANCHOR BOLT a v TOP OF STEM WALL _
2x x
PER PLAN 0 G < NAILING 3" x 3 x Ia" GALV. WASHER. SEE 04 BAR a 10" O.G. - HORIZ 24 ELEv. VARIES
SHEATHING ULE FOR SIZE AND SPACING. -2x PT SILL
R SCHEDULE — — — - -- {. 04 BAR CONTIN1015 MINIMUM 'SIMPSON' HOLDOWN 5 PIES (2)" ��g ANCHOR BOLT
AX. USE % "� a 60 O.C. U.N.O. 2 0 d ' X �" SHER /MIN.
ITYPJ 1' EMBEDMENT 4 3" x 3" x 114"
6" MIN, GALVANIZED E WA .
SLAB FOUNDAT ON PER PLAN. tN&4Eytr
��.
"4 BAR - HORIZONTAL LAB ON GRAD PER PLAN n g MIN. 8" THICK STEM WALL w/ A rr
OVER 6 MIL VAPOR BARRIER -q 14 BAR HORIZ. TOP &BOTTOM. s
_IN, SIMPSON' H R FLAN ON COMPACT BASE. 2 CRIPPLE WALL WITIH BACOILL FOUNDATION x121 PORTAL FRAME PANEL
MIN. PER : LAN "4LBAR a 24" O.G. - VERTICAL '' n / sz.� SCALE: NONE �2.0 SCALE: NONE a all - - -- - -a +— — MAX.
61 L
A4
Lll 11-011 "4 BAR CONT.
a SIM.) CONTINUOUS FTG. REINFORCEMENT MINIMUM
s� FOUNDATION AT SLAB ON GRADE 4 STEPPED FOOTING DETAIL
52 �� SCALE. I" = I' -m" (�Z B SCALE: NONE
JOB ID4 -12�