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<br /> 2x TOP PLATE 1'-6" MAX. — HOLDOWN SCHEDULE Date: ���s�zo►� � �
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<br /> SHEARWALL&HOLDOWN NOTES(U.N.O.): MARK HOLDOWN/ FASTENERS TQ FOUNDATION
<br /> • • • NAfL SHTG TO (1) Simpson or equaL Locate at end of shearwall u.n.o. Install STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4) COMMENTS � V �
<br /> � � � HEADER @ 3° OC EW per manufacturer recommendations for foundation minimum end O �
<br /> distance and embedment,deepen fpundation as required. T-1 STHD14/14RJ (38)/(30)-16d N/A V � �
<br /> {2) 3x STUDS UNO (2) Construct cripple wall same as shearwaii(SW)above,and (/� � �
<br /> HEADER PER PLAN NAIL SHTG TO
<br /> gable-end same as shearwall(SW}below. � �
<br /> � (3) Requires 3x or(2)2x foundation sill plate � �
<br /> EXTEND OVER EACH STUD
<br /> (4) Threaded rod and coupler as required. � �
<br /> x• SHEARWALL (5) Common nai�s,UNO:8d=0,131°X2�i2�,10d=0.148^Xs°, �
<br /> Q APA RATED SHTG ' ' ' ' 8d NAILS @ 3°OC 12d=0.148°Xsv4', 16d=0.162"xs�/z°,16d sinker=0.148"xs��<". �j� � �
<br /> � PER SW SCHED ALL PLATES ..� � (�
<br /> HEADERS &STUDS (6) Install M1's on all trusses/rafters,A35's at 24"o/c on gables& �
<br /> M HOLDOWN rim joist(or solid bikg)to top plate(sill plate at fdn)u.n.o.;When
<br /> � (3)2x PLATES specified spacing is less than 24"o/c,instali A35's at roof solid �
<br /> PER PLAN NAIL SHTG bik'ing to SW top plate,and install H1 or H2.5 on ali ' �
<br /> TO EACH PLATE trusseslrafters. �TP4,LTP5 or LS50 can be substituted for A35. � Q
<br /> Conn,per Simpson Strong-Tie or equai. _ 1
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<br /> (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"olc at � �
<br /> (2) 5/8"Qf A.B. 8" CONC STEM WALL abutting panel edges. M
<br /> EMBED 7" M W (2)#4 VERT EA FACE there shalirbe at m namum of t o boi�ts per piece�with opne bolt� W
<br /> CONC SLAB #3 TIES @ 8" O.C. located not more than 12"or less than seven bolt diameters from
<br /> each end of the piece. 2x min PT,u.n.o.
<br /> ' i t I t " �
<br /> CONT FTG W/ - - T � SHEARWALL SCHEDULE Date: 1/18/2017 �
<br /> (2)#4 TOP '' T Job#: o�os
<br /> SHEATHINU-APPLY TO SHEATHING EDGE NAILS*(5) ROOF TO TOP PLATE,
<br /> 8c BOT /_ / MARK BASE PLATE SILL PLATE ANCHORS w!
<br /> 1 6 M I N� *�Z� 2x HF STUDS @ l6"o/c ALL EDGES BLOCKED NAILS*(5) FLOOR TO TOP PLATE 3°x 3"x I/4"WASHERS*(8) —
<br /> � � U.N.O.SELOW"'(9) (do not penehate past flush) &SILL PLATE*(6) � � �
<br /> ��
<br /> SW-1 7/16"OSB 8d(a�6"o/c(12"o/c field) 16d @, 12"o/c H�@ A35��24 "o/c 5/8"Ox10"AB's� 60"o/c
<br /> — r - - T SW-2 7/16"OSB*(7) 8d a 3"o/c(l2"o/c tield) l6d @ 6"o/c A35 @ 16 "o/c 5!8"fdx10"AB's @ 48 "o!c �
<br /> RSW 7/16"OSB*(7) 8d @ 3"o/c(12"o!c field) SEE DETAIL 1 Q
<br /> 1 RAISED SHEAR WALL CRSW)
<br /> " Scale� NTS = 1'-0" Section View 001 �
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<br /> . � PG� BOX `;5� LYNI�1LViJOD. ',^JA 4£30d,o
<br /> . . � T. �20�1 28C7-4715 F_ :290) 831.-�261 �
<br /> � � � � . � � I 5ERVICES�.'vVF'S"C8_CC7fvl � �
<br /> � � � � �-------..—.--�—...�.-----�----�__ . .
<br /> General Structural Notes-Unless Noted Otherwise
<br /> � � GENERAL ALL CONSTRUCT[ON SHALL CONFORM TO THE INTERNATIONAL BU[LDING CODE(IBC),2015 EDITION,OR �
<br /> OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION.
<br /> DESIGN LOADS SEE ENG[NEERING PACKET FOR DF,S[GN LOADS. �
<br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR tNSPECTIONS REQOIRED �
<br /> BY LOCAL JURISDICTION. � �
<br /> FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTGRIOR O W
<br /> SHEARWA�L PER PLAN FOOTING SHALL BE l'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE.
<br /> TIGHT FIT SQLID $�K'G CQMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC �
<br /> BC]UNDARY NAILS PER PLAN MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 a
<br /> PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST � �
<br /> R❑�F SHEATHING PER PLAN PROCEDURES.
<br /> '` CONCRETE Pc=2500 PSI MINIMUM 5-1(2 SACKS OF CEMENT PEK CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 V♦ �
<br /> GALLONS OF WATER PER 94 LB SACK OF CEMF,NT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE �
<br /> PREVENTED. M
<br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE � �
<br /> GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPL[CES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL �
<br /> CONFORM TO ASTNi A-185 AND SHALL 6E 6X6 W 1.4 X W 1.4. LAP ONE FULL MESH AT SPLICES. Q ��
<br /> 'PIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: � �
<br /> R❑�F FRAMING PER PLAN BEAMS AND POSTS(4x_AND GREATER): DF-L#2 =j �
<br /> NNL SHEAIHING ` -
<br /> 2X LEDGER C�R RO�F TRUSS) Wf TO BLOCKS PER 1o[STS/STUDS(2x_): HF#2/STUD � r '
<br /> (2)- 16d EA STUD SW EDGE NAILING GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) W W
<br /> 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"W WPA GRADING RULES EOR WESTERN LUMBER", Q �
<br /> T R U S S E S ❑R R A F T E R S P A R A L L E L T 0 W A L L SW PER PLAN LATEST EDITION. ROOF TRUSSES SfIALt BE DESIGNED IN ACCORDANGE WITH THE T.P.I.AND'CHE IBC. ALL � O
<br /> CONNECTIONS PER IBC'PABLE 2304.9.1.
<br /> EDGE NAIUNG ROOF DIAPHRAGM INSTALL MINIMUM ll2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATE[ING. NAIL ALL SUPPORTED � �
<br /> � PER SW SCHED EDGES AND BOUNDARIES W1TH Sd AT 6"O.C,AND INTER[OR SUPPORTS WITH 8d AT 12"O,C.;BLOCKING NOT RE UIRED.
<br /> SHEARWALL PER PLAN SHEARWALL PER P�AN Q � �
<br /> TIGHT FIT S�LID BLK'G TIGHT FIT S❑LID BLK'G T Y P I C A L FLOOR D[APHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE ANQ NAIL ALL
<br /> - BOUNDARY NAILS PER PLAN - B�UNDARY NAI�S PER PLAN SUrroRTSD EDCEs ANU BouNDAx1Es wlTx ioa AT 6°°aC.;AND[NTExIpa suProRTs wtTH loa AT 12"o.C.,B[.oCx[Nc
<br /> ❑P E N I N G NaT�QUIRED.
<br /> R�❑F SHEATHING PER PLAN RO❑F SHEATHING PER PLAN LSTA21 W/BLOCKING
<br /> � AS REQUIRED (4 TYP) MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR N
<br /> SHALL PROV[DE TEMPURARY BRACING AS REQU[RED UNT[L ALL PER�IANENT CONNECTIONS AND ST[FFENINGS HAVE r
<br /> BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND[NSTALLED PER �
<br /> MANUFACTURER'S RECOMMENDATIONS. I� �
<br /> W 1"�
<br /> � � � � WIND DESIGN CRITERIA: � �
<br /> NOMINAL WIND SPEED -85 MPH RISK CATEGORY II �""' N
<br /> ULTIMATE WIND SPEED-t IO MPH IMPORTANCE,1=1.0 Q � O
<br /> WIND EXPOSURE,B Kzr=1.00
<br /> TRUSS CM�ND) PER PLAN �-���-��-��� ������ [a d- �
<br /> 2X C❑NTINUOUS SEisiMiC DES[Ctv CRI'rERin: THIS DRAWING HAS 3EEN REVIEWED FOR �
<br /> � RD�F FRAMING PER PLAN S�LID BLK'G W/ EQUrvALENT LATExaL FORCE PxoCEDu1zE STRUCTUR.�,I REQUIREMENTS ONLY PER � �
<br /> C2>- 16d EA STUD IMPoxTArrCE,te=1.o ss=1.25 'fHE A'l�fF�CHED RELEVANT DQCUMENTS. _
<br /> 2X LEDGER W/ StTE CLASS,D S,=0.40 ��.,�,,�
<br /> C2)- 16d EA STUD SEISMIC DESIGN CAT.,D Sos=0.83 ,J������)v� DA��}y'�J J �- W
<br /> SEIS.FORCE RES.SYS,A.15. SDi=0.43 ��j/!�,�j�� �� t_a____
<br /> DESIGN BASE SHEAR= 6808 X 2 CJNITS=136161bs Cs=0.13 V 7 v V
<br /> RAFTERS PERPENDICULAR T❑ WALL TRUSSES PERPENDICULAR T❑ WALL xlsxcATEcoxY11 R=6.s UPSTATEENGINEERING � SHEET:
<br /> 2 LOW RDOF SHEAR TRANS�ER, TYPICAL
<br /> 3 PER��RTATED SHEAR WAL� DETAIL ���vaiD��srAa�PirvK OTFtED, m
<br /> Scale� 3/4" = 1'-0" Scale; 3/4" = 1'-0"
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