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SHEARWALL PER PLAN �
<br /> Genera�Structural Notes-Unless Noted Otherwise �REED 8 ASSOCIATES,PS TIGHT FtT so�tD s�K��
<br /> �REEDBASSOCIATES,PS HOLDOWN SCHEDULE str��,��a�E�e��=e��3 9/30/2010
<br /> `""'�"s""""9 B�UNDARY NAILS PER PLAN
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<br /> GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2009 EDITION,OR /�' �b<.c.zs�nozis�re.i�:smz-xon /� m=.c«s�ne-n9�F=.c��si��s-zm�
<br /> OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION.
<br /> SHEARWALL&HOLDOWN NOTES(U.N.O.): HOLDOWN! FASTENERS TO FOUNDATION RooF SHEaTHING PER PLaN
<br /> DESIGN LOADS ROOF: DEAD=15 PSF FLOOR: DEAD=10 PSF WALL: DEAD=10 PSF SNOW=25 PSF MARK COMMENTS
<br /> (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP'(1) (2)-STUDS MIN U.N.O. ANCHOR*(1)(4)
<br /> LIVE=25 PSF LIVE=40 PSF per manufacturer recommendations for foundation minimum end (34)-16d sinkers to each �
<br /> r-1 MSTC66 N/A 2x TOP PLATE 1'-4"MIN
<br /> distance and embedment,deepen foundation as required. connected element WIDTH
<br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS (2) Construct cripple wall same as shearwall(SW)above,and T_Z STHD14/14RJ (38)/(30)-16d N/A
<br /> REQUIRED BY LOCAL JURISDICTION. gable-end same as shearwall(SW)below. �j� NAIL SHTG TO
<br /> (3) Requires 3x or(2)2x foundation sill plate (24)-SDS'/ax2'/z 1" dia. ' ' ' ' "� HEADER @ 2��OC EW ROOF FRAMING PER PLAN
<br /> FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR � T-3 HHDQ11-SDS2.5 A.B.requires 36"min embed. :r.----.-I.
<br /> FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. (4) Threaded rod and coupler as reqwred. Thru 6x6 Post Min. Type"B"BOLT ��
<br /> �I'I i�n� (3)2x STUDS UNO 2x LEDGER (�R R�OF TRUSS) W/
<br /> (5) Common nails,UNO:8d=0.131"x2%z',10d=0.148"x3", C2)-16d EA. STUD
<br /> COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GR,4DED,GRANULAR SOIL,FREE OF ORGANIC 12d=0.148"x3%<",16d=0.162"x3%",16d sinker=0.148"x3%i'. = HEADER PER PLAN � I• I•I I� NAIL SHTG TO
<br /> � EXTEND OVER i��.l �.I'�. EACH STUD
<br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXItviUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& W SHEARWALL
<br /> 95 PERCENT OF.THE MAXIMUM DENSITYAT OPTIMUM MOISTURE CONTENT DETERMINED BYASTM D-1557TEST rimjoist g) p APA RATED SHTG 8d NAILS @ 2"OC TRUSSES �R RAFTERS PARALLEL T❑ WALL
<br /> or solid bik to to late siil late at fdn u.n.o.;When S
<br /> PROCEDURES. � PP � ) X
<br /> specified spacing is less than 24"o/c,install A35's at roof solid 7/16"OSB ALL PLATES
<br /> CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 bik'ing to SW top plate,and install H1 or H2.5 on all a
<br /> GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE trusses/rafters. LTP4,LTP5 or LS50 can be substituted forA35. � BOTH SIDES HEADERS&STUDS
<br /> PREVENTED. Conn.per Simpson Strong-Tie or equai. � STHD14 (3)2x PLATES
<br /> "v PER PLAN NAIL SHTG
<br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRApE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at -� �_ .'
<br /> TO EACH PLATE SHEARWALL PER PLAN SHEARWALL PER PLAN
<br /> GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL abutting panel edges.
<br /> � �__� •. TIGHT FIT S�LID BLK'G TIGHT FIT SOLID BLK'G
<br /> BOUNDARY NAILS PER PLAN BOUNDARY NAILS PER PLAN
<br /> CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICcS. (8) Anchor bolts shall be embedded at least 7"into concrete; 2 5/8"�J A.B. � $"CONC STEM WALL R�OF SHEATHING PER PLAN
<br /> TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: there shall be a minimum of two bolts per piece with one bolf � � R��F SHEATHING PER PLAN
<br /> located not more than 12"or less than seven bolt diameters from EMBED 7"MIN (2)#4 VERT EA FACE
<br /> BEAMS AND POSTS(4x_AND GREATER): DF-L#2 each end of the piece. 2x min PT,u.n.o. CONC SLAB #3 TIES @ 8"O.C.
<br /> JOISTS/STUDS(2x�: HF#2/STUD 9 All sheathin must be Structural I sheathin U.N.O.
<br /> GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-VS AT CANTILEVERS) �REED 8 ASSOCIATES,PS Date: 9/30/2010
<br /> SHEARWALL SCHEDULE °�°°a=°°°��°�E°��°°e°°e CONT FTG W/
<br /> � oau z�zm sc sw,ea�,o�a,w,�saozs I�l�_I mTm�i �
<br /> 2x TIMBER SHALL BE KILN DRIED. GR.4DES SHALL CONFORM TO"WWPAGRADING RULES FOR WESTERN LUMBER", �' mu 425)1tE3]9]Fax(C25�,s-zon Job#: 10-311 TRUSS (M�NO) PER PLAN
<br /> LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL (2)#4 TOP Ro�F �RAMING PER PLAN
<br /> CONNECTIONS PER IBC TABLE 2304.9.L SHEATHWG-APPLY TO SHEATHING EDGE NAILS*(5) ROOF TO TOP PLATE,
<br /> MARK BASE PLATE SILL PLATE ANCHORS w/ &BOT 1'-6"MIN. zx LEDGER W/ 2x CONTINU�US
<br /> ,�2� 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED NAILS*(5) FLOOR TO TOP PLATE 3"x 3"x 1!4"WASHERS*(8) <3>-16d EA. STUD SOLID BLK'G W/
<br /> ROOF DIAPHftAGM INSTALL MINIMUM 1/2"CDX PLYWOOD 32/16 OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED I c3>-16d EA. STUD
<br /> � � U.N.O.BELOW*(9) (do not penetrate past fiush) &SILL PIATE*(6) �
<br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT
<br /> REQUIRED. SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 8"o/c A35 @ 24"o/c 5/8"IDx10"AB's @ 60"o!c
<br /> FLOORDIAPHRAGM INSTALLMINIMUM23/32"T&GSTURD-I-FLOOR(24oc)SHEATHING. GLUEANDNAILALL gW_2 7l16"OS8 8d@4"o/c(12"o/cfield) 16d@ 6"o/c A35@ 14"o/c 5/8"�x10"AB's@ 40"oic RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR T� WALL
<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 /> SW-3 7/16"OSB"(7) 8d @ 3"o/c(12"o/c field) 16d @ 4"o/c A35 @ 12"o/c 5/8"0x10"AB's @ 16"o!c
<br /> MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR Sd @ 2"o/c staggered
<br /> SW-4 7l16"OSB'(7) 16d @ 4 "o/c A35 @ 8"o!c 5/8"0x10"AB's @ 12 "o!c
<br /> SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS (12"o/c field)
<br /> HAVEBEENINSTALLED. DONOTSCALEDRAWWGS. PRE-FABRICATEDITEMSTOBEHANDLEDANDWSTALLEDPER I\/'�I�ED SHEA!\ WALL (RSW> 2 LOW R❑❑F- SHEAR TRANSF�ER, TYPICAL
<br /> MANUFACTURER'S RECOMMENDATIONS.
<br /> 8d 2"o/c 12"o/c field SEE DETAIL#1 ',� SCALE NTS sca�E� NTS SECTION VIEW
<br /> WIND DESIGN CRITERIA: RSW 7/16"OSB Both Sides*(7) @ � ) --�� ^ _
<br /> _ - ----
<br /> -_ _
<br /> _...__.____-- --�._.�._ --..�.__��.,..__.
<br /> _--
<br /> IM�ORTANCE,Iw=1.0 __._�___ -
<br /> IND EXPOSURE,B _ T__.__. _ �__,..,�_.._,_.—
<br /> �,..___...�---------_
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<br /> SEISIMIC DESIGN CRITERIA:
<br /> IMPORTANCE,IE=1.0 SS=125
<br /> Site Class,D S�=0.40
<br /> SEtSMIC DESIGN CAT.,D Sps=0.83
<br /> SEIS.FORCE FZES.SYS,A.13. So�=0.43
<br /> DESIGN BASE SNEAR=7975 Ibs CS=0.13
<br /> SIMPLIFIEDMETHOD R=6.5 __ FLR, SHEATHING
<br /> -- . _ _---- --_..--- ---=---
<br /> PER PLAN LSTA24 MTL STRAP
<br /> PER PLAN
<br /> .FLR, DIAPHRAGM E,N,
<br /> FLR, SHEATHING 1�x11� MICR�LAM LVL 1,9E EQ
<br /> TJI JDIST PER PLAN I J�IST BLK'G
<br /> EQ BEAM PER P�AN
<br /> @ SHEAR WALL 2x BL�CKING
<br /> PER PLAN @ SHEAR WALL -
<br /> �LR, DIAPHRAGM E,N, @ 24°❑.C, <3)-l0d @ DIAPHRAGM TF NFEDED
<br /> FULL DEPTH S��ID BLK'G & C2)-lOd @ JOIST
<br /> @ SHEAR WALL SHEARWALL pR�VIDE DBL. STUD I
<br /> I PER PLAN AT STRAP L�CATIONS
<br /> lOd @ 4'O,C,
<br /> MSTC STRAP QF REQ'D) PER 16d BASE PL. NAII.ING
<br /> H�LDDOWN SCHEDULE W/ PER SW. SCHED. SOLID BLK'G
<br /> EQUAL NUMBER �F NAILS TO BWTN JOISTS
<br /> WALL FRAMING AND BEAM
<br /> PER HOLDDOWN SCHEDULE; A35 PER SW. SCHED,
<br /> A35 PER DO NOT NAIL INTO END �RaiN C2)-16d
<br /> A35 PER SW SCHED,
<br /> SW SCHED. 8d EDGE NAILING P❑ST/DBL CRIPPLE
<br /> 8d PER SW, SCHED, PER sw, scHED, PER PLAN
<br /> 8d PER SW, SCHED, EDGE NAILING TJI J❑IST
<br /> EDGE NAILING PER PLAN SW PER SCHED,
<br /> SHEAR WALL BEAM/J�IST KING STUD
<br /> SHEAR WA�L PER PLAN
<br /> PER PLAN
<br /> PER PLAN
<br /> SHEARWALL
<br /> EDGE NAIIING
<br /> PER SCHED.
<br /> N❑TE� F��R �L��R DIAPHRAGM NAILING SHEARWALLL
<br /> N❑TE; ��R FL❑❑R DIAPHRAGM NAILING SEE STRUCTURAL N�TES PER P�AN
<br /> SEE STRUCTURAL NOTES
<br /> 3 SHEARWALL PERPENDICULAR TD �LO�R J�IST 4 SHEARWALL PARALLE� W/��OOR JDIST 5 CANTI�E�/ERED SHEARWA�L C❑NN� TYPICAL 6 BEAM/WALL C�NNECTION DETAIL
<br /> SCALE; NTS SECTION VIEW SCALE� NTS SECTIDN VIEW
<br /> SCALE� NTS SECTI❑N VIEW SCALE� NTS SECTT(�N VIEW ____..._._._..A._-- - - -
<br /> KING STUD LSTA30 W/
<br /> C�NTINU�US FROM (22)-lOd
<br /> BOTTOM T❑ T�P PLATES CENTER @ EDGE HEADER PER PLAN '
<br /> EACH SIDE ❑F OPENING, �F OPENING,
<br /> TYPICAL TYPICAL
<br /> PANEL EDGE --�-°--
<br /> NAILING {ZEE�DBtASSOC"sA7�GS.f'S r^.��p^� �� �����.�.�
<br /> FULL HEIGHT WINDOW DBL 2x6 BLOCKING s;�i-z�rn t s�rrz���r s.w. ��•� 0
<br /> BETWEEN STUDS �������� ��� �������
<br /> �PENING (TYPICAL) ElltiIONDS,Ur'A 9802fi � �
<br /> (-125)778-2793
<br /> �TRUCTUFZ�L REti✓IE�N
<br /> �� �
<br /> SHEARWALL � �
<br /> PER PLAN �� �TII(S URA�1'li`�1C�z{�15 BE�lt11{Ei+'IL:'!LD FOR � ����� .�p�S T�U C T I 17�f�
<br /> j�IT liC'1'l.f2AL IZEQ�.i1RLi�1GNTS O�lLY f'fiR"I't(E ���
<br /> 3 A"1'I'A C}1 1:U L L 7 T C:f t A�i D/C iR CAL(ULA�'10^I5.
<br /> UY:._G Y i�7_ v_�.__�.._�_.s..
<br /> ��BK �._—a���DF,TF s�p� -�� NG, � ���C, PLAPI �086—A
<br /> �,�,��ir�;o� ��crs�v�E�
<br /> H�LD�WN HOLDOWN
<br /> PER PLAN PER PLAN
<br /> (IF REQ'D) QF REQ'D)
<br /> D�TAILS, �9�`�E� � SCH ,
<br /> � ��A �1���11j D�T�= 10/0��'10
<br /> • � SHEARWALL AR�UND ❑PENING CONSTRUCTI�N -
<br /> . _ ------- - —------
<br /> � / Scnle� NTS � Elevatlon Vlew
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