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<br /> STATEDate: 8/10/2019 E
<br /> r, ,� ,���, � HOLDOWN SCHEDULE
<br /> Job#: 0779 0
<br /> 2'-0" MIN. SHEARWALL&HOLDOWN NOTES(U.N.O.): HOLDOWN/ FASTENERS TO FOUNDATION
<br /> MARK COMMENTS
<br /> 2x TOP PLATE (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP*(I) (2)-STUDS MIN U.N.O. ANCHOR*(I)(4) VE ■,l'i _
<br /> WIDTH per manufacturer recommendations for foundation minimum end W
<br /> =® distance and embedment,deepen foundation as required. T-1 STHDI4/I4RJ (38)1(30)-16d N/A O ♦^
<br /> NAIL SHTG TO (2) Construct cripple wall same as shearwall(SW)above,and
<br /> HEADER @ 4" OC EW gable-end same as shearwall(SW)below. z
<br /> ®� (3) Requires 3x or(2)2x foundation sill plate Q
<br /> 2 3x STUDS UNO (4) Threaded rod and coupler as required. _
<br /> 1II1 ( ) (5) Common nails,UNO:8d=0.131"x2'h =", 10d=0.148"x3", C COJ
<br /> HEADER PER PLAN NAIL SHTG TO 12d=0.148"x3'h", 16d=0.162"x3'/2', 16d sinker=0.148"x3W.
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<br /> EXTEND OVER EACH STUD N ♦^
<br /> X SHEARWALL (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& v♦
<br /> Qy/\ rim joist(or solid blkg)to top plate(sill plate at fdn)u.n.o.;When
<br /> 2 APA RATED SHTG _ 8d NAILS @A" OC specified spacing is less than 24"o/c,install A35's at roof solid CD EX
<br /> PER SW SCHEDALL PLATES biking to SW top plate,and install H1 or H2.5 on all
<br /> E -Si'..--- HEADERS & STUDS trusses/rafters. LTP4,LTP5 or LS50 can be substituted for A35. § Q
<br /> F--, HOLDOWN • • (3) 2x PLATES Conn.per Simpson Strong-Tie or equal.
<br /> • •
<br /> PER PLAN SHTG (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at
<br /> I . TO EACH PLATE abutting panel edges.
<br /> (8) Anchor bolts shall be embedded at least 7"into concrete;
<br /> _ there shall be a minimum of two bolts per piece with one bolt CO
<br /> located not more than 12"or less than seven bolt diameters from
<br /> (2) 5/8"0 A.B. a 8" CONC STEM WALL each end of the piece. 2x min PT,u.n.o.
<br /> EMBED 7" MIN — — (2)#4 VERT EA FACE (9) All sheathing must be APA rated.
<br /> CONC SLAB #3 TIES @ 8" O.C. Date: 8/10/2019 Z
<br /> �� SHEARWALL SCHEDULE
<br /> Job 8: 0779
<br /> SHEATHING-APPLY TO SHEATHING EDGE NAILS*(5) ROOF TO TOP PLATE, 0
<br /> MARK BASE PLATE SILL PLATE ANCHORS w/
<br /> _ _ _ i_, 2s HF STUDS 7 16"o/c ALL EDGES BLOCKED FLOOR TO TOP PLATE
<br /> CONT FTG W/ 11=111.III-1 I1=11 0(2) NAILS 0(5) 3"x 3"x 1l4"WASHERS*(s)
<br /> -i I�,• U.N.O.BELOW*(9) (do not penetrate past flush) &SILL PLATE 0(6) IIIIMI
<br /> & BOT)#4 TOP
<br /> & BOT SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d@ 12 "o/c Hl a or 24 "o/c 5/8"0x10"AB's @ 60"o/c
<br /> ---------------r- 18" MIN. A35 a 24 "o/c
<br /> CO
<br /> SW-2 7/16"OSB 8d @ 4"o/c(12"o/c field) 16d rJ 6"o/c A35 @ 16 "ole 5/8"0x10"AB's rJ 48 "ole
<br /> "-=7,111,-,--111 III1 I 1-1''
<br /> RSW 7/16"OSB 8d @ 4"o/c(12"o/c field) SEE DETAIL 1
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<br /> RAISED SHEAR WALL Lii
<br /> (RSW) NTS 0
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<br /> STATE
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<br /> FO BOX 052 L`(NHWOCD. WA 0500,5
<br /> r. (206) 2BO-0,715 F. (206) fill.-6261 ..
<br /> SEAsv'cES-4,14'S rstcorn
<br /> General Structural Notes-Unless Noted Otherwise
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<br /> GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION,OR V
<br /> OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. QN
<br /> DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. I.L.
<br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
<br /> REQUIRED BY LOCAL JURISDICTION. (u
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<br /> _,V- FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR V♦ W
<br /> 2X TIGHT FIT SOLID FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. UJ
<br /> WALL FRAMING/DECKBLOCKING W/ EDGE NAILING NAIL SHEATHING TO COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC C w
<br /> RAIL ABOVE PER STRUCTURAL NOTES BLOCKS PER SW MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF
<br /> SCHEDULE EDGE NAILING 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST O Ce
<br /> PROCEDURES. i
<br /> A35 PER SW SCHED )j II / SW PER PLAN CONCRETE f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 In
<br /> BASEPLATE NAILING PER � PREVENTED.
<br /> EDGE NAILING PER GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE Ce
<br /> SW SCHED OR DECK RAIL N.
<br /> SW SCHEDULE w r
<br /> CONNECTION PER PLAN ----- REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE Limi
<br /> 1.1111111rAilli
<br /> TYPICAL GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALLLL Z
<br /> CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. LL Z
<br /> OPENING LSTA21 W/ BLOCKING
<br /> RIM JOIST PER PLAN AS REQUIRED (4 TYP.) TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: I
<br /> T.
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<br /> BEAMS AND POSTS(4x_AND GREATER): DF-L#2 '^ a
<br /> _ , JOISTS I STUDS(2x_): HF#2/STUD V/
<br /> FLR FRAMING PER PLAN GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) /e
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<br /> 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", w
<br /> LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL V
<br /> CONNECTIONS PER IBC TABLE 2304.9.1. Q UJ
<br /> SHEAR WALL PER PLAN ...)
<br /> ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED J O
<br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT
<br /> REQUIRED. CO W
<br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL CO Cl..
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C.,
<br /> BLOCKING NOT REQUIRED.
<br /> 2 SHEAR TRANSFER AT 'J FORCE TRANSFER MISCELLANEOUSHALL PROVIDE SEMPORAR BRACNGASREQUTHE CONTRACTOR SHALL IIREDIUNTILIFY OLLNS ERMANEDTCONNECTONSIAND STI FEENNGSAND CNIONS AT JOB STE. THE TOR DATE:
<br /> lHAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER 8/19/2019
<br /> CANTILEVERED FLRT JOISTS NTS X AROUND OPENINGS NTS
<br /> MANUFACTURER'S RECOMMENDATIONS.
<br /> WIND DESIGN CRITERIA:
<br /> NOMINAL WIND SPEED -85 MPH RISK CATEGORY II
<br /> ULTIMATE WIND SPEED-110 MPH IMPORTANCE,I=1.0
<br /> WIND EXPOSURE,B KzT=1.00 ;," , Ni. EHD JOB:
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<br /> SEISIMIC DESIGN CRITERIA: O /Yi
<br /> EQUIVALENT LATERAL FORCE PROCEDURE _ : ' " c " 2345
<br /> IMPORTANCE,le=1.0 Ss=1.25 �3
<br /> SITE CLASS,D Si=0.40
<br /> 9"a,
<br /> SEISMIC DESIGN CAT.,D Son=0.83 �
<br /> SEIS.FORCE RES.SYS,A.15. Sol=0.43 �0, ,��c422s c° �`'''''' '''/-30/2,019, SHEET:
<br /> DESIGN BASE RISK CATEGORY SHEAR= 5887 lbs CII Rs-60513 FSS�ONAL�E�G\ 'S/o/2019
<br /> CITY ® FOR o/ REITPERMI EXPffiES 3-01- 21 1 0
<br /> REVIEWED T
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