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<br /> HEADER P�R PI�AN •i i� ►�I I� NAI�. �HTG TC� C.7 ,� .o � -- ;
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<br /> _ � EXTEND �VER .�.�,� �,�_�, EA�H STUD R4oF sHEaTirIG � � 'rn w `"� �• '
<br /> SHEARWALL. ..., PER PLnN . � . _. ... .. _ _._ . . _. . . ___ . _ _ ._ ... . . .. . _ . C� �j " ra�'.. , �
<br /> � n 8d NAILS 3"OC �" N ^�
<br /> APA RATED aHTG � EC iv � ob � �,
<br /> _ �;�F'�R SW SCHED - ALL PI.ATES � � � , - ,
<br /> � x HC3LDOWN HEADERS &.STUDS
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<br /> "� � P��t PL.AN �--- �3} 2x PI..AT�S � 0 N r� ' { ,
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<br /> MFG'D TRUSS `u T'° �:.
<br /> � TC7 �ACH PLATE (TYP) 2x NAIL,ER WALL FRAMIN�; P�i� p(�q� T �
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<br /> (1) Sl8"f�A.B. $" CpN� STEM WAL.I., � ' MSTC STRAP P�R � . ~ .
<br /> � �MBED 7" M1N---- (2) �4 VERT EA FACE `
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<br /> EQUAL NUMgE� (rF NAILS TO
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<br /> (2) #4 TOP � $d PER SW� SCH_BASE�PLATE , -
<br /> $� �3GT�-----.....,.,,,�' � 1��6�� IVIIN. EDGE NAILING • + ,
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<br /> 1 RAlSED SHEAR WAI.L RS 2 OOF 1'RUSS PARALLEI TO NVIEI�OR SFIEARWALI.,TYP. 3 MSTC STRAP � BEAM, TYP. ; �
<br /> soa�ec t�trs � t s�w�r soa�x Nrs = t s�rtw � p� s �� s�ouow rM. f'
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<br /> REED&ASSOCIATES,PS ' • ''
<br /> 8311-212"PH S"I'REET S.4V. - � , .
<br /> - -- EDNIOI�DS,WA 98026 '� �
<br /> __. -- (1��)778-2793 ( ,+ J �
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<br /> sTuucru�,�viEw '� .
<br /> _ �_ I C� � � 0. � -
<br /> . 1�fIS DR��VL"�G HrLS BEEN 1'�EVIfi�1-'BD FOR . s '
<br /> ' S"CRUC"i1'R�V_RE!,�UIItL�iLNTS ONLY PER T'EIE � ,'� �- '��_
<br /> ATTACIIl:D LrTI'GR�D/OR CAI.CULATIONS. �°�'� �'g�
<br /> R�ED & ASSOCIATES, PS �Y: MFl _ � W '
<br /> Civil&Structural Engineering ' j
<br /> 1nB ii:dS'�37 D�\TF, Z 13'D� �""'� } i
<br /> 'i' 8311 212th St.SW,Edmonds,WA 98026 ' W-` -- - -�� _
<br /> Office(425)778-2793 Fax(425)775-2073 Vc)11)I�^:OI «F.T SIC'v�D _ y� � � � �
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<br />_ Genera1 Structural Notes-Unless Noted Otherwise �
<br /> . RE�D&ASSOCIATES,PS . . _ ._..._. _ . _..... ...�...__. _... �. }_ - z
<br /> �,��,45tr���,a,E�9��ee,;�y REED&ASSOCIATES PS � � .
<br /> HOLDOWN SCHED _ . .__________ . . _ _ _ . _
<br /> � 87.1f212�fi5t.5W,Edmonds,WA 98026 ULE �ivil&StrUcturalEnglneering ' 9�26/2005 GENERAL ALL GONSTRUCTION SHALI..CONFORM TO THE INTE.RNATIONAL BUILDING CODE IBC , 2003 EDITION, oR �ECKINC P�R F'LAN �
<br /> ...J •� �
<br /> i I O -�- FRAMlNG p� "
<br /> � OMce(425)778-2793 Fax(425)775-2073 . '■� e",Z,Zv,st.s'",�am°"as,"`A 98°26 � OTHER GOVERNING CODE,AS�REQUIRED BY LOCAL JURISD.ICTION. � n
<br /> -7 w/ 10d 6 EDGE #4 15 0.�. � 'Q I-- �
<br /> � � OK�ce(425)778-2793 Fax(425)775-2073. O5-6J/ P�R PIAN �� �
<br /> SHEARWALL& HOLDQWN NOTES(U.N.O.) : HOLDQWN/ FASTENERS TO FOUNDATION 1� � W �
<br /> � (1) Simpson or equal. L:ocate at end af shearwail u.n.o. Install MARK STRAP*(1) (2)-STUDS MIN U.N.O. ANCHOR *(1)(4) COMMENTS DESIGN LOADS Roof 15 PSF Dead Load -
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<br /> p e r m a n u f a c t u r e r recommen da tions for foun da tion minimum en d 2 5 P S F Live�o a d -� $1Mp��N A35 . �� � r{ � �;�� ����� f
<br /> (24)- 16d sinkers 4o each J �f ��k ��� ;���i
<br /> N/A �x '�-�n,,.
<br /> distance and embedment, deepen foundation as required. T-1 MSTG52 connected element F{oor 10 PSF Dead Load ' � �J��. — � � � ��y� ���` fifV
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<br /> (2) Construct cripple wall same as°shearwall (SW}above, and 40 PSF Live Load �y �� '� - }L1T��'i
<br /> gable-end same as shearwall (SW) below. T-2 STHD14/14RJ (38)/(30)- 16d N/q r, P�T�W� �
<br /> (3) Requires 3x or(2)2x foundation sill plate , �. ,
<br /> (4) Threaded rod and coupler as required. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR WSPECT{ONS
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<br /> . � _ „ , „ � SE� i�ETA(L 1
<br /> 5 C �� �� REQUIRED BY LOCAL JURISDICTION. n � Y � ��
<br /> ommon nails UNO: 8d 0.131 x2/2 0 = � � � ��
<br /> ( ) , 1 d 0.148 x3 , , � � ,.t L� �,�. ��„,�,���
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<br /> 5/$ "fdx10"A.B. � �� �����
<br /> � 12d=0.148"x3'/4', 16d=0.162"x3'/z", 16d sinker=0.148"x3Y4".
<br /> FOUNDAT_i_ONS EXTEND FOOTWG TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR E � �� ���• At,'i'ERNATE TOP CONNECT}ON � �f, '�����
<br /> � , ,�
<br /> . � ' 8cele� 112"e 1-0" ' � � ,,�
<br /> OOTING SHALL BE 1'-6" MINIMUM BELOW OUTSIDE FINISHEQ GRADE. `;�� ��' F�
<br /> . ��'J ����a"� � .i;���"a����.:
<br /> (6) Install H1 s on all trusses/rafters,A35 s at 24 o/c on gables& F
<br /> ' - �... .,.:. . ;...� Q �,r4 � � ���"�-� �"���� �•
<br /> rim joist(or solid blkg)to top plate(sill plate at fdn) u.n.o.;When �
<br /> specified spacing is less than 24"o/c, instali A35's at roof solid COMPACTED FILL SHOULD CQNSIST OF PREDQMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC
<br /> ND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF �.� ^ ' f'�' ��'��
<br /> blk'ing to SW top plate, and install H1 or H2.5 on all MATERIAL A � 6" MIN : _ � ' �
<br /> E MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT QETERMINED BY ASTM D-1557 TEST �� " � tit���
<br /> � _ �'r4' z��F�'� x �����"
<br /> 95 PERGENT OF TH �� , � �� , �� ;,��
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<br /> trusses/rafters. LTP4, LTP5 or LS50 can be substituted for A35. PROCEDURES. F '
<br /> Conn. per Simpson Strong-Tie or equaL � •
<br /> ��� /
<br /> CONCRETE f'c=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIG YARD OF CONCRETE�AND A MAXIMUM OF 6.0 � y � � �
<br /> (7) Minimum 3x or dbl-2x stud lam'd w/(2)-16d @ 6"o/c at GALLONS OF WATER PER 94 LB SAGK OF CEMENT. MAXfMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE ��R . '` �'�
<br /> .
<br /> �-- 8" C�JNC WALL 2x 8LK'G a� '16" C�.C, ` ,' °�
<br /> abutting panel edges. PREVENTEQ. ;'
<br /> (8) Anchor bolts shall be embedded at least 7" into concrete; � w
<br /> there shall be a minimum of two bolts er iece with one.bolt REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL B� w��2�-�,"r(�p FCJR (2) JST SPA q
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<br /> „ DANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL �v � ��� Q��, W/ 'I Od �4 T� � �� � ' �
<br /> located not more than 12 or less than seven bolt diameters from GRADE 40, IN ACCOR
<br /> CONFORM TO ASTM A-185 AND SHALL BE 6X6-W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. • • PL,YINOQD �' �
<br /> #4H 1�" U.C. •• __..; . :�-
<br /> each end of the piece. 2x min PT, u.n.o.
<br /> � �SEE D��TAii. 1 � J _.,. �
<br /> � TIMBER FRAMING SHAL.L MEET THE FOLLOWING MINIMUM STANDARDS: _ * B TOP CQNN�CT�ON PARA EL JO STS •
<br /> ���n ,Q 1� l
<br /> �ea�a: uz•= �'-�^ Z..T_ � �' �
<br /> REED&ASSOCIATES,PS BEAMS AND POSTS (4x_AND GREATER}: DF-L#2 M� • ` E
<br /> SHEARWALL SCHEDULE �Civil&StrucWfal�nglneerinp Dat@: .9IZ6IZOOrJ /n �, HF#2/STUD ' GE(��l�►,L NOT�S: �-- �^-- � ; �
<br /> '�� 8371212thStSW,Edmonds,WA 9g02G . �OISTS I ST�DS �GX • � X r��n � ,12n ��C• U ± ,
<br /> � Office(425)776-279� FaX(425)775-2073 Job#: 05-637 24F-V4 (24F-V8 AT CANTILEVERS) ���"Z .�
<br /> MARK SHEATHING-APPLY TO SH�ATHING EDGE NAILS"(5) RQOF TO TOP PLATE, GLUE LAMINATED BEAMS (GLB)
<br /> � 2x HF STUDS @ 16"o/c ALL EDGES BLOCKED BASE PLATE FLO SILL PLATE ANCHORS w/ 2X TIMBER SNALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", L F�C 2� �I�JTIUN W
<br /> 7 � �T��'��,.
<br /> �2) NAILS '` 5 OR TO TOP PLATE
<br /> U.N.4. BELOW � � 2"x 2"x 3l16"WASHERS*(8) LATEST EDITION. ROOF TRUSSES SHALL BE �ESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL � � CONC FT'� PER �
<br /> (do not penetrate past flush) & SILL PLATE "`(6) CONNECTIONS PER ISC TABLE 2304.9.1. � � p�N w� �Q �CF �Q��v: FLUID pR�S. � � �
<br /> SW-1 7/16" OSB 8d @ 6"o/c(12"o/c field) 16d @ 8 "o/c A35 @ 22 "o/c 5!8"S�x10"AB's @ 60 "o/c "
<br /> ROQF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD (32i16) OR 7/16 OSB SHEATHfNG. NAIL ALL SUPPORTEQ . 4" CON ,C�, �� S �3�-#k4 Ct�NT � .
<br /> S�g , 2000 P�F �OiL BE�IRING PFtE�.
<br /> SW-2 7/16" OS6 *(7) 8d�@ 3"o/c(12"o/c field) 16d @ 6 "o/c � A35 @ 14 "o/c 5/8"�6x10''AB's @ 40 "o!c EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12° O.C.; BLOCKING NOT Q PSF SURCHARG�
<br /> REQUIRED. , • / �p
<br /> . • � �
<br /> O @ ( ) 16d @ 4 "o/c A35 @ 8 "o/c 5/8"�1x10"AB's 12 "o/c DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-Fl.00R 24oc SHEATHfNG. GLUE AND NAIL ALL DATE/RE YISIONS
<br /> SW-3 7/16" OSB'` 7 Sd 2"o/c 12"o/c field
<br /> @ FLOOR � � , - � 5 �ACt�CEMENT PER CYD
<br /> SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6" O.C.; AND INTERIOR SUPPORTS WITH 10d AT 12" O.C., � '
<br /> .
<br /> SW-4 7/16"OSB Both Sides"(7} $d @ 4"o1c(12"o/c field) 16d @ 3 "o/c A35 @ 6 "o/c 5/8"�x10"AB's @ 24 "o/c"` 3 BLOCKING NOT REQUIRED. � �� �t �* • �dq4oba p ` � (25Q0 PSI) MIN COMPF�ESIVE
<br /> c ) � � r q o p � MAX 6 GAI�Wf�TER P�R SAC;K �
<br /> /� . . . i? a o� ; ,
<br /> S�HAL�PRO EDES EMPOR RY BRAC NG AS REQUIREDIUNTIL�ALLSPERMANENT CON ECTIONS AND STIFFOEN NGS TOR q Q �o
<br /> SW-5 7/16" OSB Both Sides*(7) 8d @ 3"o/c(12" o/c field) 16d @ 2'/2 "o/c A35 @ 6 "o/c 5/8"Q1x10"AB's @ 22 "o/c*(3)
<br /> HAVE BEEN WSTALLED. DO NOT SCALE DRAWWGS. PRE-FABRICATED ITEMS TO BE HANDL.ED AND INSTALLEQ PER �� Z/Z3/ZOU6 ,
<br /> MANUFAGTURER'S RECQMMENDATIONS. $M 3n �� , �ta p�Q� f� GR, 60 �TE�L F(JR#5 & LAaGE�t �• .
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<br /> ' ' ��. �0 �T�EI. FQR#4 & SMl�Ll�R CHKED BY: DRAWN BY: =
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<br /> WIND DESIGN CRITERIA : ��'�" �"X -' � � i . ,^ _ `
<br /> BASIC WIND SPEED -85 MPH IMPORTANCE, iw= 1.Q �� u.u��I;,�-,,���,���r.�.� �.�'J }��i� , �TG [7RA({'� (N �
<br /> BA�KFILL wl POUFiOUS M,AT�RIAL �
<br /> ,�aozc � �
<br /> �_._ __.... WINDOW EXPOSURE, B , 1� ' � �`�:,�' �`;x,�,��j � GRAVEL PO�KET ' R & A JOB
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<br /> SEISIMIC DESIGN CRITERIA: ` �� y- -,.-..---���� I �XT�ND TO DAYL,IGhiT � �
<br /> x...... 4..', �..i � s i s Y' X ��- '
<br /> IMPORTANCE, le = 1.0 � SS� 1.25 � -'=� � Lr s '�� ,z �1.�,�! � �
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<br /> s, = o.a � � � � � � �� „ r 1� � �, f���.�t��:�����z �; I
<br /> site c�ass, � - �� :; < < , � � ,� � , : .�,���,,� �� i�,�, A TOP RESTRAINED FOUNDATION WAU., SHEET N0.
<br /> SEISMIC DESIGN CAT., D ' Sps = 0.83
<br /> SD'� � O.Y� � .•,i �{J. II .: .j � ..Iy/ NC�TiI.,fLil�� ��_. � ,
<br /> • SEIS. FORCE RES. SYS, 1.K. - - � �: �
<br /> pESIGN BASE SHEAR = 23984 Ibs CS = 0.13 � ,cr Q.L'� __ ���
<br /> R = 6.5 _.�__ .
<br /> . SIMPLIFIED METMOD �';_ ?3 06-,-(��" ��{.o_3�p�vs_._ �
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