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<br /> REED � �SSOG., P.S. HOLI�OWN SGHEDULE DATE: 3����0�, rt �� Z z ,� � o �
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<br /> EARWALL d HOLDOWN NOTES N.N.OJ MARK �LDOY�p�I FASTENERS TO FOUNDATION (',pMMENTS 6 � � y � � � �
<br /> (t) Simpson or equol. locote at end of shearwali u.n.o. �nstall per TRAP � � (�ISTUDS MIN .U.N.O. ANGHOR •(1)(4) I�-4° rrta Z
<br /> monufocturer recommendati0ns for foundotion minimum end 7-I � D n � �
<br /> ( distonce ond embedment, deepen foundotion as �equired. � gTHDl4/14R.1 (38)/(30) - ibd M�� rt 7� � �
<br /> 2) Construct cripple wail same as shearwoll (SW-x) above, and X� m
<br /> goble-end same os shearwoil (SW-x) below. I � O
<br /> ' (3) Requires 3x or (2) 2x foundotion siil plots. � �
<br /> (4) Threoded rod and coupler as required. T � �
<br /> {5) Common nails, U.N.O.; 8d=0.131"x2�", 10d=0.148"x3", 2X TOP PLATE \ r`*u z
<br /> ..
<br /> 12d=0.t48"x3 ", t6d=0.162"x3�", 76d sinker=0.ta8"x3�" NAIL SHEATHING TD �
<br /> (6) Instou Ht's o� ou truss/rofterss, A35's ot 24" o.c. on gobtes ac HEADER � m
<br /> rim joist (or solid blkg') to top p�ate (sill piate ot fdn) U.N.O.; EXTEND TO HEADER � 3" O.G. E.W, �
<br /> Nfien specificied spocing is less than 24" o,c., install A35's at • . . .
<br /> �
<br /> roof solid bik�g to SW top plate, instollHt or H2.5 on ali END WALLS , . . .
<br /> oa
<br /> trusses/rafters. LTP4 or LS50 can be substituted for A35. ;TT__=_,_T-'. �
<br /> Connection per Simpson Stron-Tie or equol. �I•,•I •�I.•
<br /> (7) Minimum 3x or dbl-2x stud lom�d. w/ (2)i6d O 6"o.c, ot obutting (3) �X STUD5 U.N.�. � � � � �
<br /> pone� edges. NAIL SHEATHING TO EAGH ' Sd NAIL � 3" O.G. ALL
<br /> (8) Anchor botts shou be embedded ot �eost 7" into concrete; tnere STUD I'�'�I �I I PLATES HEADERS d
<br /> shoii be u minimum of two boits per piece with one bolt locoted '�•,'� ��''�' ST��S
<br /> not more thon 12" or less thon seven bolt diameters from each ••• ••
<br /> end o the piece. 2x min. PT, U.N.O.
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<br /> (9) Ali sheothing must be structural sheathing, U.N.O. '���I'; ;",��' �
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<br /> APA RATED SHTG. �'����; ��''�' W "
<br /> PER S.W. SGHED. ,.,. ,.��.'. = it�
<br /> ��•�, ���� x m
<br /> SHE�RI/�I�LL SGH�DULE (3) �OPLATES P a►� ''�y.'� ''�I''' � �
<br /> SHEATHINb-APPLY T e�{EATHII+k�a ED6E NAILS •(5) ALL ROOF TO TOP PLATE SHEATHING TO EAGH i;.�,'� � ,,�a p
<br /> PLATE ,i•;.( I•,.I; �
<br /> MARK 2X HF SNDS • Ib" BASE PLATE SILL PLATE ANGHOR5 w/ (�) 5/8" �4.8. � •'•' �"�•irt�
<br /> '(ZJ D.G., U.N.O. BELOW '"(q EDbES BLOGKED ���r,�, .�� FLOOR TO TOP PLATE 3 3"X3"X#" WA5HER5 '(8) Q> ' ' ' '''
<br /> (do not traDe ast P�u�FJ 51LL PLATE '�b) EMBED '1" MIN.
<br /> SW-I '7/16" OSB � Ibd SLANT � 12" O.G. W/ 3°X3��X1/4° �}.�;�„---�+�±
<br /> bd � b" O.G. (1�" O.G. FIELD) Ibd � 12' O.G. , „
<br /> 5/b" dta. x �o" AB's � 60" o.c. PLATE WASHER _ i t_G i
<br /> OR AB5 � 36" O.G. 5/b" d1a. x 10' AB'� � 48" o.c. �� � t ' �f
<br /> 'r'�"W-� 7��6" 0✓$ �'1� bd � 3" O.G. (I�" O.G. FIELD) Ibd � 6" O.G. 8 GONG. STEM WRLL ' � ;
<br /> A35 � 16" o.G. (2) #4 VERT. � GTR. w/ �---�---�
<br /> �
<br /> 8" FTG. HOOK #4 HQRIZ � � �
<br /> � 10" O.G. ; ; ; GONT. FOOTING W/
<br /> �---�---� (2) #4 TOP 8 807.
<br /> � � �
<br /> . 8d � 3" O.G. STAG6ERE3� i � � GRADE
<br /> RSW '1/16" o5B (7) SEE �ETAIL I/SI
<br /> CI�" O.G. PIELD) �---�---�
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<br /> I R�ISED SHE��' 1�I�LL (RSJ�()
<br /> (NOT TO SGALE)
<br /> ' R�El� � A�St��IA�TES, �r�
<br /> Civif d�5trvciural En�inesrir�
<br /> �r 19626 78th Ave.W.#A, l.ynnwood, WA�3�.L;sE3 NAIL SHEATHING
<br /> � Ufflce(425)778--2793 wer�treed-essoc.a�R� TO BLOGKS PER
<br /> --- -- -- KiNG STUD GONTINUOUS LSTA30 YV/ (22) IOd
<br /> GENERAL ALL CONSTRUCT1rJN SHAI l CONFORh9 TO THF INTEi2NA�Ic.��i��� �is;u r��v�-; =;c �;�- ,,�� ;; .���i;, f ��n� r� ; f; FROM BOTTOM TO TOP GENTER � EDGE OF S.W. EDGE NAILING
<br /> o�t��rl GC�v[HNiNG coo� �s r�kc:�u+►���eY�oCn� ,�uRiSaCr�c?r� PL,4TE5 EAGH 51DE OF
<br /> bESlGN LOADS SEE ENGfNF�[RINt; ��at,KE�t FnR DF-�iGN�.t)ADS OPENING, TYPIGAL OPENI (4 TYPIGAL)
<br /> iNSPEC760NS f�Jn SPECIAL 1NSPECTIONS ARF REt]Ui1�E0 NC7TfFY E�3t,llLt)+Y��; C�cf'Ai�;I h�91 eJ I i Ot; it�l5i-'�i,11�,.;��t�, �
<br /> -_._ - - _--
<br /> RFC�UIFd!-I) HY 1 QCAL JUiliSUiCTION. _-. --__. _-- - ___ _ -
<br /> • ,. - .. • - , - �- ;- —
<br /> COMPACTF�D FtIL SHC3Ul'D CONrSlf3EL��PREDOMINATE}�YO�LL�GRADEDAGRf�NltlA1�R SOIL, R F �F ORGANI RiC�F: � � , J�I %__ _ ____ .� ' ��'I
<br /> � T ,� ,i
<br /> A7AT�RIAL �1N0 QEBRIS F'ILL SHOULD B� PLACEI) IN A�AXIMtPub F"L C)USE tIF I S ANi)(;i�P,4PACl FD lU A hUNIh1Uf11 UF , - _ _ _ _ ______ I SHEAR WALL
<br /> �?�('EF�t('.ENT UF �N� MnXI��tUh1 UENSITYAT t7PTIMiUti1 �iCISTURE CONTFNTOFTFRF�IINED BYASTA4 0-t557"fFST � � �� i� � ' � �' PER PLAN
<br /> PROCFDURES � � •� ,
<br /> GONGRETE fc = 250C�PSI h1tNIA'IUtvi 5-1'2 SACKS C}�CC�tEN'+ PER CtJRit' YAf:(� C)F CUNC:R�1"f. AND A f�4AXIR�4lJA.l (:)f r;.t► �. �� �� �; �
<br /> r_�At l.Ot`iS OF WATFh f'i-R,�4 LB SACK�F CEPAENT MAXIMUAI SI.Uh'lf'1S �#". SEGRECiflTkl�N pF P�!ATERIALS TO BE �� ,� I ' �
<br /> � � i . i
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<br /> RE�EN7ED. �
<br /> REINFORCINfa S3'EEL :+�BARS AND LARGER SHALL BE GRAt�E BO DFFC7F2R1E�BARS. AND f�3 AND r�4 f3ARS SHALL F�� , ; ,•� Tl'�PIGP.L '
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<br /> GRADF 4t), IN At�E�()EtCiRNC� VV11H ASTM A-�i15. l AP SPUCFS :3Z RAR DIAt�1FTEF2S_ WF_�L?ED iNIRE FRBRIG SHALL � `'I O��NI NG f I
<br /> LONFQFtA�t Tt}ASTM�t•185 ANC7 SHALL BE GXG-YV1.d X W1.4. LAP 4NE FUL.L_h1[SH AT SPLICES. �. l l
<br /> i � I. i I I V
<br /> TI�ABER FRAMIMG SHALE. MEE? TN� FQLLOWING A4INIMU�,4 STANDARDS: � `�
<br /> H[�AMS AfVR P(3S I S(1x AfVU GREATER); UF-Ltt2 • �� �� �
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<br /> JOISTS,'StUDS Zx : HF �,, � T D � .i �� � �� �� �
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<br /> GIU�LAMsNATEO HEAMS(c:�LF�) ?4F-V4 (24F-V8 AT CANTILFVERSI ' _-�---- T, � �I '
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<br /> PSl BEAMS 2.OE � � I � ; � ' I ��' � �
<br /> 2x TIMBER SHALL BE KILN Oi21ED. GRAQES SHAI I CONFnF2M TC)"4^JWPA GRADIN.�RULt4 !-UH WkS i E tiN! t;P,fs�E_12 '� � '
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<br /> �.ATEST EUITION_ ROOF TRUSSES SHALL E3E DESIGNED IN ACCORDANCE WITH THE T P I RND THF IB�� Af k � i I : I , I - I � I i ' � I �J
<br /> - -- ----___-- -- V �
<br /> C4NN�C7I�NS PER IBC (ABI E 23C�4.14 1. -- ----
<br /> ?tATF WASHERS?'a BE 3"X 3"F!Y !;"AND SHAt_I_ FXT�N�TO VdiTHtN 1,2 �NCH c�F THE EDGE oF HOLDOWN IF EDGE NAILING PER
<br /> T�f: E3C:)T 1"QRl P!..ATE ON THE SIt�E(S j L11iTH SHEATH!lVG. I,NStiAF8PA SDPVVS 2015-+4.3.6�#.3 -
<br /> ROOF DIAPHRAGM INSTALL MINiN'UM 1;2" t;t?X �'LYW{)C�'J i32�161 QR 1;1fi' OSF3 SHCAT111NCi. R��II_ �^�i � �tlf'I-',! �'I[ !� REQUIRED SHEAR WALL �
<br /> EC�GES ANG�3QUNQARIE5'vVITH 8d/1T 6" O.C./1ND INTERIOR Sl1?PORTS WITH 8ci A.T 12" �.C., E3l�OCKINt� NC�T SGHEDULE
<br /> j;E�JUIRED. �
<br /> �LQOR DtAPHRAGM INSTALL MINtMt,�tt1 23'32"TB�G S fURD-I-FI.OQR t24�c1 SHE ATHING. GLUE AN[) NAiI AI I 2 P�RFOR�TED SH��R V�I�L L v
<br /> 5t,�i�F'ORTE� FUGE:.S 1�Nd BOUNDnRIES WITH tOd AT 6" O.C.: AND INTERiOR SUPPORTS WI7N tOd AT 12"G�C �
<br /> �i._OCKING N7T REQUIRFD �NOT TO SGALE)
<br /> MlSCE�.I.ANEpUS THE CQNTRACTOR SHALL VERIF`!pIh�1FNSiQNS ANU CONU'.fiONS AT„QE3 SITE. 'fHE � `!^� z �;: :-;s� �
<br /> ShiAE_L F'RC7VIDF TF11�'ORARY E3Rl�CING AS 'r�'EC)iJlRt-1�t)�`��IIL /��L PE�MANFfJ� Ct�NN�r;T1C',`�NS �1NL�r S�1Ff-f hLll�+;ti
<br /> HAVE E3EEN �NSTALLED DO NOl'SCAI F �i:ti,:����1�����. ��.F-�-A43+;I�';,4Ti:C� I ��'� ';)fi� ���<;1�:i)I 1 ��;"=.h1�_�!'�:ti��x � �-'�:> ;'s �; � „ f1
<br /> h4ANUFlaCTJl�2f_K'a RECOMfv1ENDAT�ONS V �
<br /> WlND pESIGN CRITERIa ;
<br /> ��5K CE1tEGCiRY !i �
<br /> ULTIPrtATE,'Nt?A91NAl DESIGN WIN� S�'F-!-i3 �> >�� ���'�-!�h� I�,t�,E, t�f��:�R�4�N�,��:_
<br /> 'JUIND EXPC?SURE. f5 � _ ,`` ` f n.,��� . �' �
<br /> lNTERNRI PRESSURE CQEF. +� .55 � 83i1 � _,��-� ,r �Air � .y, � o
<br /> CDMPC�NENTS 8 Ct_A[�DING: th F'SF (mm) _.. ��'�5 �t�T�S �. � � cn �
<br /> ,�,;
<br /> tv1ETHt�D: ASCF 7-iC�. M��/FRS ENVELOPE Pf2CaC,EC�URE 1�''�i 7<<'�7c„'�`' F-
<br /> �CCt)PANGY CAT[�GORY: {I " c-r•-�—T "�""'--------_y W �
<br /> Kzl 1 {i � .f,� �..`<�T R�:VI�:vV _� _
<br /> SElSIMIC DEStGN GRITERIA: '' �`�t?',„Y A�
<br /> FL T r i- 'ti' F' Ittk_'1: 1< �
<br /> PA(aC:EC)l)(-2E� IJS�-(J:SINIF'�iFIECa iA�C� 7-1(1, 12.14.8) '-+�i A� r,?S; .�t.y pEkT::i O
<br /> fPA°ORTANCk F/1CTOR, 1 r s �,r� 1�,
<br /> RISK CATE�30RY. 11 R-�.S -__ _�.__ _.�,.��, <,-i:4TR)��.. 7 v �
<br /> OCCUPANCY CAT�GQRY: I: Ss= 1.25(CURRFN1 USGS) r�� --I�_ �" �` `��----_� d�—� �
<br /> _�_.`__
<br /> S3�E Ci_ASS, Q S = I}.4U(CllRREtdT USGS) ��1f,�`�:�/. 4 - -______.___ �
<br /> ;Z-L 1� �,
<br /> s�=isr�ic ocs��srv c.ar. n s�>.=c�.�.� � ��r,, ,�T ��i�-=-��_'_'l,�; � o
<br /> SEISMIC FORCE RES. SYS /�.15 S�, = O.A3 �""A-��`�"��-=`� '`" `� �-'
<br /> .4_,_._ . .
<br /> DEs�GN BpS� S�tcA►� = r;.t,2��bs C�-n.� ; - _ DESIGNED/DRAWN BY:
<br /> RQOF SNOW L.C}AD CRITERIA:
<br /> I t A i-f�2C7QF �NQW LQA[)= 25�-"1=
<br /> sNow �x��osuEzE Fac�ro+z= r c � JM 12/2016
<br /> �n���t�v ��:�n�% �rsr�%��7�,a��{�E FnCT��- �r LA R L BY: A :
<br /> i�I��i�_„# . : ��., . �!�...
<br /> REVISED BY:
<br /> SEE 5-"X" SHEETS FOR STRUGTURAL
<br /> AND ENGINEERING
<br /> NOTE TO P�LL SUBGONTRAGTORS:
<br /> IF �NY PAGE(5) IN TH15 SET OF
<br /> PLANS HA�S GONFLIGTING OR � �
<br /> GONFU5ING INFORMATION - GONTAGT
<br /> JOE MOLINf� IMMEDIATELY
<br />
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