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GENERAL NOTES
<br /> 2X8 PT LEDGER AT WALL WITH 7/2 X 4" ROOFING MATERIAL TO BE
<br /> ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL MID ROOF"UNDER SHINGLE"VENTING TO COMPOSITION OVER 30LB FELT W
<br /> CODE.2018 INTERNATIONAL BUILDING CODE,AND THE 2018 WASHINGTON STATE STAGGERED LAG BOLTS AT I8"OC INTO RIM PROVIDE LOWER ATTIC VENTILATION. SHEATHING.BID
<br /> JOIST.LAG BOLTS SHALL BE 2"FROM TOP OR 4X4 SUPPORT POST SHEATHING.80 AT 8'
<br /> ENERGYCODE. RIM JOIST OC AT EDGESAND
<br /> BOTTOM AND 2"TO 5"FROM ENDS OF LEDGER
<br /> R408.2(WAC 61-61)UNDERFLOOR VENTILATION REQUIRES I SO FT OF NET FREE SOLID TIGHT FITTING 1T'OC AT FIELD \ D. 4/282021 V
<br /> CROSS VENTILATION FOR EACH 3005Q FT Of UNDERFLOOR AREA COVERED. SIDING ,, BLOCKING VENTS) n Ineer n HOEDOWN SCHEDULE
<br /> \ H1 ROOF TO TOP Job#: 1373 W
<br /> R-408.4 UNDERFLOOR ACCESS:MINIMUM IB"X24"CLEAR ACCESS THROUGH / METAL FLASHING y PLATE CONNECTION SHEARWALLBH LDOWN NOTES(U.N.O.): M H LDOWN/ FASTLNEILS TO FOUNDATION COMMENTS fi
<br /> �`-� '1 OTT2 CONNECTOR AT EACH TRUSS y
<br /> FLOOR,MIN 78"X 24"THROUGH FXr WALL. V (1)Simpson or equal.Locate at end of sheanxall u.n.o.Install STRAP•1) (2)-STUDS;v1IN U.N.O. ANCHOR•(i)(4)
<br /> per'manufacturer recommendations for foundation minimum end (8)-I'd sinkers ro each WRAP BEAM/HEADER Z
<br /> --- 10
<br /> r �` T-1 MSTC40 on N/A VENTED ZX distance and embedment,deepen foundation as required. nedcd element BELOW AS RSQ`D Q.
<br /> R-317.1 WOOD FLOOR JOIST CLOSER THAN 18"AND WOOD GIRDERS CLOSER THAN INSULATION PER ENERGY BLOCKING
<br /> 'o ' ••o' • •o' INSULATION BAFFLE WITH I' c
<br /> 12"FROM THE EXPOSED GROUND MUST BE PRESSURE TREATED. .' °• .' INFORMATION PAGE (2)Construct cripple wall same as shearveail(SW)above,and T-2 STHD14/l4IU (36)i(30J-I6d N/A
<br /> �° ((4 / MIN AIR SPACE TO EXTEND gable-end same as shearwali(SW)below. a
<br /> FASTENERS INTO OR IN CONTACT WITH PRESSURE TREATED OR FIRE RETARDANT LUS28' -- - - RIM JOIST / HEADER PER PLAN TO 12"VERTICALLY ABOVE (3)Requires 3x or(2)2x foundation sill plate Q>
<br /> TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL,STAINLESS STEEL, _ - 1-6' INSULATION /w
<br /> MSTC28 OR(2)HTi4 \ (4)Threaded rod and coupler as required.
<br /> SHEATHING PER C a
<br /> SILICON BRONZE OR COPPER.EXCEPTION:1/21NCH DIAMETER OR GREATER STEEL r A7 TWO LOCATIONS TO (5)Common neils,UN0:8d=0.131"x2`h",10d=0.148"z3",
<br /> IIr--wl� 2XB DECK JOISTS SW SCHEDULE
<br /> BOLTS. CONNECT FLOOR SOLID BLOCKING NOTE:G48LE ENDS THAT ARE DIRECTLY UP AGAINST I 12tl=0.148"x3'/.",I6d=0.182'x3`h",16d sinker--0.148"x3'/.". W
<br /> R-808.2 ATTIC VENTILATION REQUIRES NET FREE CROSS VENTILATION 1/150 OF
<br /> DIAPHRAGM TO DECK JOISTS 5 FT SETBACK SHALL HAVE NO GABLE VENTS ZX6 WALL FRAMING AT 16"OC
<br /> ---------- Q(8)Install H1's on all Uussesfrafters,A39s et 24"o!c on gables 8
<br /> ATTIC AREA DR 113001E a0-50 PERCENT IS UPPER VENTILATION.VENTED BLOCKING rim joist(or solid blkg)to top plate(sill plate at fdn)uIrI When
<br /> AND AREA
<br /> END VENTING IS NOT ALLOWED WHEN THE EXTERIOR WALL IS 5 FT OR ROOF OVERHANG INTRUDING INTO TYPICAL ROOF TO WALL specifed spacing is less than 24'o/c,install A35's at root solid
<br /> LE SS FROM THE PROPERTY LINE OR WHEN THE EAVE OR OVERHANG IS LESS THAN p4 DECK CONNECTION TO WALL 4X4 DECK RAILING POST SUPPORT 1D2' 5 FT PROPERTY LINE SETBACK OD1 AND HEADER SECTION blk'ing to SW top plate,and install H7 or H2.5 on all m 6 FT FROM THE PROPERTY LINE.WHEN APPLICABLE SEE D2 �l �/
<br /> Uussg to SW t plat Land or all H can 2.substituted for A35.
<br /> R-807 ATTIC ACCESS REQUIRES 2T X30"MIN CLEAR OPENING IN A READILY Conn.per Simpson Strong-Tie or equal.
<br /> ACCESSIBLE AREA 30"MIN HEADROOM,INSULATE AND WEATHERSTRIP
<br /> ROOF TO WALL V-8" 1 HOUR FIRE PROTECTION (7)Minimum 3x or dbl-2x stud Iam'd wf(2}16d @ 6"o/c at
<br /> R-310 EGRESS OPENINGS SHALL HAVE A SELL HEIGHT OF NOT MORE THAN 44" 8D NAILS AT 6"OC PERIMETER PROVIDED BY&ff`GW B AT BATT INSULATION PER BATT INSULATION PER abutting panel edges.
<br /> FLASHING ENERGY INFORMATION PAGE ENERGY INFORMATION PAGE
<br /> ABOVE THE24". WITH A MIN OF 5.7 SQUARE FEET,A MIN WIDTH OF 20"AND A MIN NAILING TO LEDGER ALL SIDES (here shall
<br /> bolls shall be of two bolts
<br /> apex pi ce with
<br /> concrete;
<br /> HEIGHT OF 24". / PARALLEL OR there shall m r minimum of two bolts per piece with one bolt
<br /> TIGHT FIT SOLID 1!f/ PERPENDICULAR NAILING TO SOLID BLOCKING. / located not more than 12"or less than seven bolt diameters from
<br /> 18"MAXIMUM ENCROACHMENT INTO
<br /> R-314.3 INTERCONNECTED SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING BLOCKING \ I ROOF FRAMING SPACING PER PERIMETER each end of the piece.2x min PT,u.n.o.
<br /> \a &SETBACK THIS WIDTH INCLUDES
<br /> __ _ NAILING OF DIAPHRAGM
<br /> ROOM,IN THE IMMEDIATE VICINITY OUTSIDE EACH SLEEPING AREA AND ON EACH - -�- NAILN O BASEPLATE NAILING
<br /> STORY. }, (71 TRIM,FINISHES,EAVES AND PER SW SCHEDULE
<br /> BASEPLATE NAILINGr OVERHANGS.I HOUR MINIMUM FIRE
<br /> SMOKE DETECTORS SHALL BE INSTALLED NOT LESS THAN 3 FT HORIZONTALLY PER SW SCHEDULE \ 'i �-�` RESISTIVE CONSTRUCTION. 314"FLOOR PLYWOOD SHEARWALL SCHEDULE Date: 4i282021
<br /> FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A TUB OR `\ - LJOIST y4•FLOOR PLYWOOD Job#. 1373 W
<br /> SHOWER.R314 ZX LEDGER BLOCK, a' SHEATHING-APPLY TO SHEATHING EDGE NAILS(5) ROOF IYI TOP PLATE, Q
<br /> SHEARWALL PER RAFTER OR TRUSS WITH RIM JOIST MARK BASE PLATE SILLPI,ATE ANCHORS w/
<br /> IONIZATION SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 20 FT SCHEDULE V: (2)16D TO EACH STUD FLOOR JOIST 1_ FLOOR JOIST 2z HIP STUDS Q 16"o/c ALL EDGES BLOCKED FLOOR TO TOP PLATE
<br /> y "(2) NAILS•(5) 3"z 3"z 1/4"WASHERS•(8)
<br /> PER PLAN PER PLAN U.N.O.BELOW•(9) donor enemre asrftush &SILL PLATE'
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. [1 or A35 24^o!c
<br /> IONIZATION SMOKE ALARMS WITH AN ALARM-SILENCING SWITCH SHALL NOT BE Uj
<br /> FLOOR JOIST 1,. \�PERIMETER NAILING
<br /> SW-2 7/ib"OSB Sd 4"o/c 12"o.c field) I6d 8 o/e .475 20 /c 5/80x10 AHa 46 oc
<br /> INSTALLED LESS THAN IO FT HORIZONTALLY FROM A PERMANENTLY INSTALLED - PER BW SCHEDULE BATTINSULATION PER FLOOR TO TOP WALL FRAMING FLOOR TO TOP
<br /> SW-1 7/16"OSH edQ6"o/c(72"o/c field) lfidQ 12"o/c 8/6"0z10"AB'sQ 60'
<br /> 13ER SV ATE NAILING + 0 6,'B"Oz10"AB's@ I6 c.c 0
<br /> COOKING APPLIANCE. ENERGYINFORNIATION PAGE PER SW SCHEDULE PLATECONNECTION PLATE CONNECTION Q ( Q Q J
<br /> PER SW SCHEDULE PER SW SCHEDULE
<br /> PHOTO ELECTRIC SMOKE ALARMS:SHALL NOT BE INSTALLED LESS THAN 6 FT TYPICAL PARALLEL OR SW-3 7l16"OSH"(7) ed Q 3"o/c(12"o/c field) I6d Q 4"o/c A35'a,� 12"oic "o/c
<br /> WALL FRAMING
<br /> HORIZONTALLY FROM A PERMANENTLY INSTALLED COOKING APPLIANCE ed®2"o/c staggered
<br /> PERPENDICULAR LOWER 18"CANTILEVER INTRUDING INTO TYPICAL UPPER FLOOR Rsw ul6 osH (7) IT'c/e field SEE DETAIL I W
<br /> R315.7 CARBON MONOXIDE ALARMS SHALL BEINSTN-LEOOUT6IDEEACHSLEEPING I.� ROOF TO WALL CONNECTION C3 5 FT PROPERTY LINE SETBACK C2 CANTILEVER UPPER FLOOR C1 JOIST SECTION
<br /> AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
<br /> W
<br /> R-308.4 SAFETY GLAZING IS REQUIRED AT ENCLOSURES FOR TUBS AND SHOWERS
<br /> AND WHEN PLACED WITHIN 24"ARC OF EITHER VERTICAL EDGE OF DOOR AND IT MIN REQUIRED 314"SUBFLOOR NAILED WITH 8D AT 6" BASEPLATE NAILING
<br /> GLAZING IS LESS THAN 60"ABOVE FLOOR BETWEEN BEAM AND OC AT EDGES AND 12"OC AT FIELD PER SW SCHEDULE NAILING TO SOLID BLOCKING. BASEPLATE NAILING
<br /> GROUND.18"MIN SPACING PER PERIMETER WALL FRAMING PER SW SCHEDULE
<br /> LL M-1503 RANGE HOOD SHA DISCHARGE TO THE OUTDOORS THROUGH A SINGLE REQUIRED BETWEEN \ NAILING OF FLOOR DIAPHRAGM WALL FRAMING
<br /> WALL DUCT THE DUCT SERVING THE HOOD SHALL HAVE A SMOOTH INTERIOR JOISTS AND GROUND, PERENERGY IIA71 INSULATION BAIT INSULATION ;> OQ,E� M. C,q
<br /> SURFACE,SHALL BE AIR TIGHT AND SHALL-BE EQUIPPED WITH A SACKDRAFT \ INFORMATION PAGE /6 3!4"FLOOR PLYWOOD PER ENERGY
<br /> f314°FLOOR PLYWOOD
<br /> DAMPER SOLID BLOCKING OVER BEAM 1, 4"CONCRETE SLAB FLOOR
<br /> INFORMATION PAGE T T C� ATE , = v
<br /> R319.1 BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS.MIN SIZE4 IN WITH FLOOR JOIST 1(�' FLOOR JOIST PRESSURE TREATED FLOORJOIST U -STATE ,
<br /> a
<br /> 1l21N STROKE AND CONTRASTING BACKGROUND AND VISIBLE FROM STREET. PER PLAN U' PER PLAN SILL PLATE RIM JOIST PER PLAN -N 1 n eE rl n
<br /> RIMJOIST h ' PRESSURE TREATED T.,z to se woo(o
<br /> OX 9 G4 990�-6 Z
<br /> DESIGN CRITERIA PT POST OR BOILS PROVIDE A23ANDAC4 - FLOORTOTOP _ •.� - 0Gs a0ca]@uvsTs co >e S/NAL EN ,rzlr7,021
<br /> FELT AT BOTTOM OR APPROVED - 7 1 T�l FLOOR TO TOP
<br /> SILL PLATE
<br /> ROOF LIVE LOAD 25-ROOF DEAD LOAD 15 -POSITIVE CONNECTION BATT INSULATION LT� PLATECONNEDULE PLATE CONNECTION DIPfES 3-01-?i
<br /> e MIL BLACK PER ENERGY 'TIIC PER SW SCHEDULE "11R it- PER SW SCHEDULE General Structural Notes-Unless Noted Otherwise
<br /> FLOOR LIVE LOAD 40-FLOOR DEAD LOAD 10 VAPOR BARRIER CONCRETE INFORMATION PAGE I r 11-;I.
<br /> - : �y_J,, f�III�
<br /> DECK LIVE LOAD 60-DECKDEADLOAD 10 -FFOOOOTIINGN J W-III-II-r.. �! y.,.
<br /> \ 'TY�LIs` R ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2018 EDITION,OR
<br /> WIND SPEEDI3ASICl ULTIMATE BSl1t0 , - r OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION.
<br /> SEISMIC CAT.D - " 1 z - �rT 7ll - T. _.I1;- DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS.
<br /> CRAWL SPACE BEAM i FOUNDATION AT FOUNDATION AT INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED,NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
<br /> B3 CANTILEVER LOWER FLOOR B2 B1 REQUIRED BY LOCAL JURISDICTION.
<br /> SUPPORT SECTION U GARAGE SLAB FLOOR FRAMED FLOOR JOIST
<br /> FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY.BOTTOM OF EXTERIOR
<br /> IN FOOTG SHALL BE V-6"MINIMUM BELOW OUTSIDE FINISHED GRADE.
<br /> THE GREATEST RISER HEIGHT WITHIN ANY MSTC66 @CENTERLINE CAST-IN-PLACE ANCHOR BOLT TO BE SiQ"X 10"WITH 3 X 3 MINIMUM COMPRESSIVE COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC
<br /> FLIGHT OF STAIRS SHALL NOT EXCEED THE XI PLATE WASHERS AT48"OC OR PER SW SCHEDULE. STRENGTH OF CONCRETE MATERIAL AND DEBRIS.FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
<br /> OF RIM JST AND NO LESS THAN 4112"AND NO MORE THAN IT FROM EACH SHALL BE NOT LESS THAN 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST
<br /> SMALLEST BY MORE THAN 318" FILLALLHOLESw/18d \ BEARING WALL END.7"MIN EMBEDMENT EXCEPT AS REQUIRED BY SW 2500 PSI PROCEDURES.
<br /> SCHEDULE.
<br /> zx MIN HEAD CLEARANCE FLOOR MECHANICAL CONCRETE fc=2500 PSI MINIMUM 5-112 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0
<br /> HANDRAIL 3438" 70 BE 8'-8" --Cr FRAMING 2x TREATED PLATE
<br /> ABOVE STAIR NOSE FASTENER GALLONS OF WATER PER 94 LB SACK OF CEMENT.MAXIMUM SLUMP IS 4-.SEGREGATION OF MATERIALS TO BE
<br /> 8"CONCRETE FOUNDATION
<br /> STAIR TREAD IF STRAP OVERLAP IS REQ'D,(10}18tl (2)#4 HORIZONTAL WALL MAX HEIGHT 86"WITH HORIZONTAL:(1)#48AR WITHIN PREVENTED.
<br /> DOUBLE STUDS MAX UNBALANCED BACKFILL T /IT OF TOP OF WALL R403.1.3.1
<br /> PER R-311.6.3 -- NAILSMINSHALL GOTHROUGH BOTH REINFORCING ROO
<br /> \ STRAPS.RELOCATE MSTC ABOVE @ EACH STRAP CONCRETE SLAB REINFORCING STEEL#5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE
<br /> 1X8 RISER y I�I( FLOOR JOISTS EDGE NAIL SHTG - IN '
<br /> t� NOT TO EXCEED 48" 6.M ,.�.' GRADE4C N ACCORDANCE WITH ASTM A615.LAP SPLICES BAR DIAMETERS.WELDED WIRE FABRIC SHALL
<br /> .. ` CENTER IF REq'D. LINO #4 VERTICAL @48"ON CENTER PER CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 XW7A.LAP ONE FULL MESH AT SPLICES.
<br /> 2Xi2 STRINGERS(3) V WALL MAY BE USED WITH C II SECTION R403.1.3.1 MIN 14"INTO STEM
<br /> MECHANICAL I� VAPOR BARRIER MAX HEIGHT 54"
<br /> Ir`= M Y WALL AND STANDARD HOOK PER TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS:
<br /> CONNECTION .,Ill.. C SECTION R80B.5A.5.
<br /> FLOOR TO STAIRS 4"GRAVEL - BEAMS AND POSTS(4x_AND GREATER): OF-L#2
<br /> MIN RUN 10"" HOEDOWN FOOTING
<br /> RG WI REQUIRED O ..
<br /> MAX RISE 73'4" -/V2"GWe UNDER STAIRS PONY WALL CONSTRUCTION: PER PLAN 18 X 6 CONTINUOUS THICKENED FOOTING WITH MIN 3"FROM MIN 17 XB CONCRETE JOISTS I STUDS(2x,: HF#2!STUD
<br /> 2x8 MATCH ABOVE @ 16"o/c SLAB UNDER BEARING WALL BOTTOM OF FOOTING R403.1.3.1 I I„ .n_.. - FOOTING MIN 12"BELOW
<br /> `'k�l Jl ., �7 !,_ GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS)
<br /> / SHEARWALL SPECIFICATIONS ,_ = _ GRADE
<br /> !/ 2X DRAFT STOP BLOCKING FROM SHEARWALL ABOVE Zx_TIMBER SHALL BE KILN DRIED.GRADES SHALL CONFORM O"W NCE GRADING RULER FOR WESTERN LUMBER',
<br /> __- BETWEEN STUDS ALL STEEL AND SMALLER TO BE GRADE 40 OALL NBEA BEARING
<br /> SOIL BE PLACED
<br /> TI 1 11//p4•NOSING 2X4 STIFFENER ALL STEEL#5 AND GREATER TO BE GRADE 60 ON BEARING SOIL LATEST EDITION,ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC.ALL
<br /> CONNECTIONS PER IBC TABLE 23134.10.1.
<br /> TYPICAL STAIR SECTION v PONY WALL WITH SW/HOEDOWN CONCRETE THICKENED SLAB FOOTING Al TYPICAL CONCRETE FOUNDATION(8 OR 6 INCH) ROOF DIAPHRAGM INSTALL MINIMUM 1/2"COX PLYWOOD(32116)OR WIT OSS SHEATHING.NAIL ALL SUPPORTED
<br /> A04EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT
<br /> REQUIRED.
<br /> FLOORDIAPHRAGM INSTALL MINIM UM 23/32"T&G$TURD-I-FLOOR(24oc)SHEATHING.GLUE AND NAIL ALL
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"D.C.;AND INTERIOR SUPPORTS WITH 1Od AT 12"O.C., N
<br /> BLOCKING NOT REQUIRED.
<br /> tD
<br /> T-O"MIN. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE,THE CONTRACTOR Z J
<br /> 2x TOP PLATE SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS
<br /> WIDTH r HAVE BEEN INSTALLED.DO NOT SCALE DRAWINGS.PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER 0 t
<br /> MANUFACTURER'S RECOMMENDATIONS. co
<br /> NAIL SHTG TO J O1
<br /> HEADER @ 3"OC EW WIND DESIGN CRITERIA: Q
<br /> NOMINAL WIND SPEED-85 MPH RISK CATEGORY II = r
<br /> (2)3x STUDS UNO ULTIMATE WIND SPEED-11OMPH IMPORTANCE,1=1.0 Z
<br /> HEADER PER PLAN NAIL SHTG TO WIND EXPOSURE,B Kzr=1.00 d
<br /> EXTEND OVER EACH STUD Q
<br /> X SHEARWALL SEISIMIC DESIGN CRITERIA: «S J
<br /> a APA RATED SHTG 8d NAILS @ 2"OC 2X TIGHT-FIT SOLID EQUIVALENT LATERAL FORCE PROCEDURE 4.
<br /> ALL PLATES WALL FRAMING/DECK BLOCKING WI EDGE NAILING IMPORTANCE,Ie=1.0 Ss=1.25 Q
<br /> PER SW SCHED RAIL ABOVE PER STRUCTURAL NOTES SITE CLASS,D Sr=0.40
<br /> °o HEADERS&STUDS 1r'
<br /> F HOEDOWN (3)2x PLATES SEISMIC DESIGN CAT.,D Sos=NIBS
<br /> PER PLAN NAIL SHTG A35 PER SW SCHEDD SETS.FORCE RES.SYS, 586 Sol= 12 W W DESIGN BASE SHEAR= 5863 Ihs Cs=0.12
<br /> TO EACH PLATE BASEPLATE NAILING PER RISK CATEGORY II R=6.5 0
<br /> SW SCHED OR DECK RAIL J 0
<br /> CONNECTION PER PLAN
<br /> (2)5/8"
<br /> 2)5/8"0 A.B. 8"CONC STEM WALL
<br /> EMBED 7"MIN (2)#4 VERT EA FACE 5'
<br /> ma
<br /> CONIC SLAB #3 TIES @ 8"O,C. RIM JOIST PER PLAN
<br /> CONT FTG W! - --F FLR FRAMING PER PLAN DATE:
<br /> (2)#4 TOP
<br /> / 0
<br /> &BOT 18"MIN.
<br /> SHEAR WALL PER PLAN
<br /> EHD JOB:
<br /> 2570
<br /> 1 RAISED SHEAR WALL 2 SHEAR TRANSFER AT SHEET:
<br /> X (RSW) NTs CANTILEVERED FLRT JOISTS NTS
<br /> 5
<br />
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