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General Structural Notes-Unless Noted Othenrrise
<br /> REEDBASSOCIATES,Ps HOLDOWN SCHEDULE REED&ASSOCIATES,PS g�30/20t0
<br /> GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUI�DING CODE(IBC),2009 EDITION,OR �°"+"�`h'•��9m����9 �crnaso-a�N�.i�sm.,n�a
<br /> rsi.sw,eamo�a.wnseozs 8]112121h5L5W,Edmonds.WA9E025 SHEARWqLL PER PLAN
<br /> OTHER GOVERNING CODE,AS REQUIRED BY LOCA�JURISDICTION. ' Ii o�a��zs�na-z�a3 F..i�is>>�izm� ��' o�u��zs�neais�ra.�as�nsxmn 10-311
<br /> SHEARWALL 8,HOLDOWN NOTES(U.N.O.): MARK HOLDOWN/ FASTENERS TO FOUNDATION COMMENTS TIGH7 FIT SOLID BLK'G
<br /> DESIGN LOADS ROOF: DEAD=15 PSF FLOOR: DEAD=10 PSF WALL: DEAD=10 PSF SNOW=25 PSF (1) Simpson or equal. Locate at end of shearwall u.n.o. Install STRAP t(1) (2)-STUDS MIN U.N.O. ANCHOR*('I)(4)
<br /> LIVE=25 PSF LIVE=40 PSF per manufacturer recommendations for foundation minimum end (34)-16d sinkers to each B�UNDARY NAILS PER PLAN
<br /> distance and embedment,deepen foundation as required. T-1 MSTC66 co�nected element N�A ROpF SHEATHING PER PLAN
<br /> INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS
<br /> REQUIRED BY LOCAL JURISDICTION. (2) Construct cripple wall same as shearwall(SW)above,and T_Z STHD14/14RJ (38)/(30)-16d N/A 2X TOP PLATE � 1'-4"MIN I-�-
<br /> gable-end same as shearwall(SV�below. WIDTH
<br /> FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTiOM OF EXTERIOR (3) Requires 3x or(2)2x foundation sill plate (24)-SDS'/ax2'/z 1" dia. � • . .
<br /> FOOTING SHALL BE 1'-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. (4) Threaded rod and coupier as required. T-3 HHDQ11-SDS2.5 A.B.requires 36"min embed. -----'�
<br /> Thru 6x6 Post Min. Type"B"Bo�T • • • • • � NAIL SHTG TO
<br /> (5) Common nails,UNO:8d=0.131"x2%",10d=0.148"x3", • • � • �' HEADER @ 2"OC EW
<br /> COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL,FREE OF ORGANIC 12d=0.148"x3%:',16d=0.162"x3Y�',16d sinker-0.148"x3Y". r. ___�
<br /> MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF ��T--T n R�OF FRAMING PER.PLAN
<br /> 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST (6) Install H1's on all trusses/rafters,A35's at 24"o/c on gables& = HEADER PER PLAN �•��i �� � (3)2x STUDS UNO 2x LEDGER (oR ROOF TRUSS� Wi
<br /> PROCEDURES.
<br /> � �•' �•� i� NAIL SHTG TO cz>-i6d EA: sTun
<br /> rim joist(or solid blkg)to top plate(sili plate at fdn)u.n.o.;When � EXTEND OVER ���•� �•��• EACH STUD
<br /> CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 specified spacing is less than 24"o/c,install A35's at roof solid W SHEARWALL
<br /> GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE blk'ing to SW top plate,and install H1 or H2.5 on all = APA RATED SHTG 8d NAILS @ 2"OC
<br /> PREVENTED. trusses/rafters. LTP4,LTP5 or LS50 can be substituted forA35. K 7/16"OSB TRUSSES �R RAFTERS PARALLEL T❑ WALL
<br /> Conn.per Simpson Strong-Tie or equal. ALL PLATES
<br /> REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SNALL BE � BOTH SIDES HEADERS&STUDS
<br /> GRADE 40,IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL (7) Minimum 3x or dbi-2x stud lam'd w/(2)-16d @ 6"o/c at � STHD14 (3)2x PLATES
<br /> CONFORM TO ASTM A-185 AND SNALL BE 6X6-Wt.4 X W1.4. LAP ONE FULL MESH AT SPLICES. abutting panel edges. �t PER PLAN NAIL SHTG
<br /> TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: ($) Anchor bolts shall be embedded at least 7"into concrete; •� � TO EACH PLATE
<br /> � - there shall be a minimum of hvo bolts per piece with one bolt . _� � '�_ �• � SHEARWALL PER PLAN
<br /> located not more than 12"or less than seven bolt diameters from • �--�I.'.'. SHEARwqL� PER P�qN
<br /> MS AND POSTS(4x_AND GREATER): DF-L#2 TIGNT FI7 S�LID BLK'G
<br /> each end of the piece. 2x min PT,u.n.o. �J BQUNDARY NAI�S PER PLAN TIGHT FIT SqLID BLK�G
<br /> JOISTS/STUDS 2x �2�5�$ �J A'B' 8��CONC STEM.WALL BOUNDARY NAI�S PER P
<br /> � �� HF#2/STUD � 9 All sheathin must be Structural I sheathin u.tv.o. EMBED 7��MIN RooF SHEA7HING PER PLAN
<br /> GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-VS AT CANTILEVERS) , (2)#4 VERT EA FACE ROOF SHEATHING PER P
<br /> 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", SHEARWALL SC H EDU LE REED 8 ASSOCIATES,PS CONC SLAB
<br /> 16 al g
<br /> Date: 9/30/2010 #3 TIES @ 8"O.C.
<br /> LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL °�'U�S�"s``�v'�E"m°"es.wn saozc Job#: 10-311
<br /> CONNECTIONS PER IBC TABLE 2304.9.1. �iI «��>>�a��s=.=.w�s>n�zo,�
<br /> MARK SHEATHING-APPLY TO SHEATHING EDGE NAILS`(5) ROOF TO TOP PLATE, CONT FTG W/
<br /> ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED BASE PLATE SILL PLATE ANCHORS w/ 1=11�=�-I I=1 �r�
<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) (2)#4 TOP T" -�-�-�-
<br /> EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.;BLOCKING NOT U.N.O.BELOW*(9) (do not penetrate past flush) &SILL PLATE*(6)
<br /> REQUIRED. Sc BOT ROOF FRAMING PER PLAN TRUSS CMONO) PER PLAN
<br /> SW-1 7/16"OSB 8d @ 6"o/c(12"o/c field) 16d @ 8"o/c A35 @ 24"o/c 5!8"8x10"AB's @ 60"o/c 1'-fi"MIN. 2x LEDGER W/ 2x C�NTINU�US
<br /> FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T8G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL I (3)-16d EA. STUD SOLID BLK'G W/
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS�PlITH 10d AT 12"O.C., SW-2 7/16"OSB 8d @ 4"o/c(12"o/c field) 16d @ 6"o/c A35 @ 14"o!c 5/8"Q1x10"AB's @ 40"o/c i (3)-16d EA. STUD
<br /> BLOCKING NOT REQUIRED. � _ _�
<br /> 8d @ 2"o/c staggered
<br /> MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SW3 7l16"OSB*(7) 16d @ 4"o!c A35 @ 8"o/c 5/8"Dx10"AB's @ 12"o/c
<br /> (12"o/cfield) RAF-TERS PERPENUICULAR T❑ WALL TRUSSES PERPENDICULAR T❑ WA
<br /> SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS L
<br /> HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
<br /> MANUFACTURER'S RECOMMENDATIONS.
<br /> WIND DESIGN CRITERIA: RSW 7l16"OSB Both Sides'(7) Sd @ 2"o/c(12"o/c field) SEE DETAIL#1
<br /> RAISED SHEAR WALL (RSW)
<br /> BASIC WIND SPEED-85 MPH IMPORTANCE,Iw=1.0
<br /> WIND EXPOSURE,s � 2 LOW R��F SHEAR TRANSFER, TYPICAL
<br /> __ _._....____— _ ___� _------ — --- — — _
<br /> SCALE.NTS
<br /> SEISIMIC DESIGN CRITERIA• SCALE NTS
<br /> PORTANCE,IE=1.0 S 1.25 - -
<br /> _ ._______ �.�...�___� ______.._----- SECTION VIEW
<br /> Site Class,D 5
<br /> SEISMIC DESIGN CAT.,D i=0.40
<br /> -_ ___ _
<br /> SEIS.FORCE RES.SYS,A.13. Sos=0.83
<br /> DESIGN BASE SHEAR=7975!bs So�=0.43
<br /> SIMPLIFIED METHOD Cs'0.13
<br /> R=6.5 FLR. SHEATHING
<br /> PER PLAN
<br /> LSTA24 MTL STRAP
<br /> FLR, DIAPHRAGM E,N, PER PLAN
<br /> FLR, SHEATHING l�xl1�
<br /> TJI J�IST PER PLAN • I JDIST BLI<'G a 8 MICR�LAM LVL 1,9E EQ BEAM PER PLAN
<br /> PER PLAN @ SHEAR WALL
<br /> @ SHEAR WALL EQ
<br /> �LR. DIAPHRAGM E,N, @ 24"❑,C. C3)—lOd @ DIAPHRAGM 2x BL�CKING
<br /> & C2)—lOd @ J�IST jF NEEDED
<br /> FULL DEPTH S�LID BLf<'G I SHEARWALL �
<br /> @ SHEAR WALL PER PLAN PR�VIDE DBL STUD
<br /> �
<br /> AT STRAP LOCATIONS
<br /> MSTC STRAP CIF REQ'D) PER lOd @ 4`O.C.
<br /> HOLDDOWN SCHEDULE W/ 16d BASE PL, NAILING
<br /> � EQUAL NUMBER ❑F NAILS T❑ PER SW. SCHED. SOLID B�K'G
<br /> , WALL FRAMING AND BEAM� BWTN J�]ISTS
<br /> PER HOLDDOWN SCHEDULE;
<br /> A35 PER
<br /> D❑ NOT NAIL INT❑ END GRAIN A35 PER sw, scHED. <2)-16d
<br /> A35 PER SW SCHED.
<br /> SW SCHED. 8d PER SW, SCHED, 8d EDGE NAILING
<br /> PER SW. SCHED,
<br /> 8d PER SW, SCHED, EDGE NAILING TJI J�IST P[7ST/DBL CRIPPLE
<br /> EDGE NAILING PER PLAN
<br /> PER PLAN
<br /> ' SW PER SCHED,
<br /> SHEAR WALL BEAM/J�IST
<br /> SHEAR WALL PER PLAN PER P�AN KING STUD
<br /> PER PLAN
<br /> SHEARWALL
<br /> EDGE NAILING
<br /> PER SCHED,
<br /> N�TE� F��R FL❑�R DIAPHRAGM NAILING SHEARWALLL
<br /> N❑TE� F�R FL❑OR DIAPHRAGM NAILING SEE STRUCTURAL N�TES PER P�A"
<br /> SEE STRUCTURAL N❑TES
<br /> 3 SHEARWALL PERPENDICULAR T❑ �L��R J❑IST 4 SHEARWALL PARAL�EL W/FLD❑R JDIST 5 CANTILEVERED SHEARWALL C�NN, TYPICAL o BEAM/WALL C�NNECTI�N D
<br /> SCALE: NTS E T A I L
<br /> SCALE� NTS SECTI�N VIEW SCALE: NTS SECTI�N VIEW SECTION VIEW SCALE: NTS
<br /> _ ___ _ — ____-_�`_ SECTI�N VIEW
<br /> KING STUD LSTA30 W/
<br /> CONTINUOUS FROM <22)-lOd
<br /> B�TTOM TO TOP PLATES CENTER @ EDGE HEADER PER P�AN
<br /> EACH SIDE �F �PENING, �F �PENING,
<br /> TYPICAL TYPICAL
<br /> PANEL EDGE
<br /> NAILING
<br /> FULL HEIGHT
<br /> WIN➢OW DBL. 2x6 BI�CKING
<br /> �PENING BETWEEN STUDS
<br /> <TYPICAu REED&ASSOCIA I ES,PS
<br /> 8311-212"Il{S"fR�E"f S.W.
<br /> SHEARWALL ED�.�O1vDS, NA )8026
<br /> PER PLAN . � 1 , (
<br /> � ' (d25)778-2793 �;17'�' �� ��I�4���'7'
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<br /> � STRUCTUI�AAL REVIE�V
<br /> � TI IIS DRAbVING FIAS BEf:i'd itLi/IE�'JGf)FOR
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<br /> HOLDOWN !OB#: �'�'"'��� ��re_ �'�lc�5�2�t
<br /> No�DowN �����i ��������[-�S1G��� �E�G= E D � ASS�C. PLAN 2086-C
<br /> _. __ _ �
<br /> PER PLAN PER PLAN �
<br /> QF REQ'D) QF REQ'D) '
<br /> D�T'AILS, NCITES � SCHED,
<br /> ��� SHEARWALL AROUND ❑PENING C�NSTRUCTI❑N ��� �v-3113 �ATE� .6OIO�IIO ��
<br /> Scnfe� NTS Elevntlon Vlew �
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