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<br /> � � ��€�c� . � . . . , i
<br /> ' ��tes �pp[y as cal(�d ou�in tai�Ie oelaw. 5CU���SERV�5 '�hese plans and accompanying cafcula�ions are for the (..akeral �arce �tesis�ing System ���� �u�� ����� ,
<br /> i Anchor bolts embedcled at(east 7", or expansion anchors embedclecl at least 4". See detai! SWB.
<br /> for Wind and Earthquake forces. All ati�er structural inftarmation has been pravided by athers. Ttte Wind an�l � �
<br /> '! 2 rMASAP c�n be ir�stalled inste�d �f sill bolts wr9rh v�rashers. 4tiJttet� repl�eing tlz"�si!) bolts use 7-iQdxi'/�" Earthquake elements are d�signed based or�the plar�s provided t� Sound 5�-uctural 5olutions, Irtc. If the design These pians are organized so that more detail�d or speci�ic information is founc� in khe same
<br /> r�ails (r��ir�irrturt� nailinc�) anc! ��Jhzn ieplacing �/s"� silE �ot�s ��se 9-10dx�Y�° nail� (ma�mum nailing). is reyis�d, nc�ify thfs o�fice'to see i#the Wind and �arth�ua�Ce design neet{s ba E�mo�3if�d. These na#�s indicate �,,ay �,�, ���pa�,rring the direcrion shown �relou�: .
<br /> 3 See cietai!S1T1F Con«ectic�ns vary depetldinc�o��condition. 3a Sul�sti�i�te 1od tc>e �zails C� 8"oc for �A3�, minimurr►design capacities rte�tted for the Wind and �artttt�uake resisGng elemer�t� _ If i�te other strttcturat ����R�� ��.���.����� ��.���
<br /> � 4 See detai) SWR. Letter designations a, b, &c ref�r to speci�c condi�ions. For gable-end roof plans intiicate a greaker capa�ily, use ifi�atcapaciEy.
<br /> ' corn�ections see detail SWF. �'�t3� AfE ccanditions, materials and construc4on shall cdnform to tfte cod�specif�ed in the TlESIGf�CRITER7A, or SCHEC7lJLES, DETAIL� and PLACaS �rrill oft�n re�er to GENERt1L STRUCTURI�L N�TES far more
<br /> , 5 See detail SW�. o�tt�r cod�s requir�d by t�t� governing jurisdiction. specific inform�Uon.
<br /> tt ti
<br /> '; 6 Al�utting panei eclges requir� a 2-2x((amination connecti�n same as WALL BASE P!�-1TE), 3x, or greater skud. p�}��gpg� m�augh tnai�ttenance and curren�best prackices, prt�uide a buililing envelope that will preserve C���p(J�,�S
<br /> � 8 The �late washer shall extend to v��itf�in 1/2"of the edge of the batk�m plate that receives the she�thing or rir��. the int�griEy c�f t�te struc�ure tf�roug�tout i�s lifetime. � � � �. �. �. �. �. �. �. . •
<br /> t
<br /> At do�ible-sir�ed stt�arv�lalls, skayyer or� boEh pf�ke e�yes. DE"rAILS �ncf PLt�NS tivill o�en raFer to GENE(�AL S7RUC`�URAL PlOTES anci SCHEDULES far more
<br /> �P F� �tatify �ilding [:epartcnent for inspections requir� by local jurisdiction. specific informat�on.
<br /> S��AR FLC31�V C��li'�ECTI��� j SP��IiV� � �ld�iLl» �HEI�'TH�i�t� SDII.S Bearing capacity of sc�il shall be per [3ES�GN CRITERTA vr greater. F�oting shatl b�ar on scslid undiskurbed ;
<br /> levef ss3ii d��aid o�any arganic material and belovv intticated frast lin�. ����T�� ,
<br /> FLOOR -TO R�OF-TQ
<br /> SILL-TO �JALL &�SE PLA7E C�LL CALL S�-IEATHI�lG EDGE C4MPALTED Fit.L sha(I consist of predominately VUefl-Graded, granular soil, free of organic material and PLAl�l5 �r�i!} �afien refer to GENEfuI�S�rRUCfUfu11�NU�'E5, SCNEaULE5 anc; DETAILS for more
<br /> -51LL& -WALL
<br /> -FUUnJ�AT10P1 2, 2 �Al� � � 5 O�J`t ou�r �rr�tcxr��ss (��IL5 debris. �ill should be placed in maximum 8" laose 1if�s and compacted ta a minimum of 9� percent : specific inFarrn��aon.
<br /> SWR SWB of t�e rnaximum density at opti�num rr�oisture cantent det�rmined by A5TM �-1557 tesC procedures. ���5
<br /> EXfENT OF EXTENT OF �/8"i� .� 60'°�c or �A3S @ �H� � �, ,. ,� BAC�..L sf�all be fr�e dr�ain[n and without or anic mak�rial and �br[s frorn tx3e o�the fc�6lowing soi� �
<br /> SHEARWALL SHEARWALL f6c� Cu 10 oc ?/16 $d� 5 oc --�-�------- 9 9 . . . See th2 SYl+i6(3!.�.�i�?as���eN as ASR�1/IATifliVS A�3�CR�FNMS For other additiona{ .
<br /> i�z„� � ��,��� 98"oc 3a ?4"oc 4a classes SM-SC, SM, 5P, 5W, �, GM,GP, and GW.
<br /> T�S inf�rmaEion ��s�d on ti�e PlAI�1S. The term, 1YPIC.�L(or'lYP), used with a detail callo��t or pl�n n�te,
<br /> CRIPPLE STUD DOUBLE TOP PLATE � 5/s°�@ 60'bc or Tltyil�A1�]RETAINi�#G}AIAi.�-S �xtend footings to undis�rl�ed €�earing soil. E3o not backfill unt�l a!I
<br /> rA35 @ rHl Cc� „ „ �� ti _ t� indicates that the informatian sp�cifiecl shali apply iE�ail simifar conditions.
<br /> 32'bc 29"oc �a �-6cl @ � oc 7/16 8c1 @ 4 ac slabs and(or horizontal diaphragms are c�nstructed, other�nr[se prc�vide terrtporary bracing ta restst movement. .
<br /> i,�2"�3 C� Q8"oc �:
<br /> �/s"� @ 48'bc or TA35 @ �LS50 n „ There shall be no machine compactian c�n t�e retaining side af t�te s�ruc�ure fc�r a distance equivale��t to 2/3rds IF YDU HA VEANY QUE.S7"I�NS(?fZ COIVCEF�NS CONTACT US�MMEDIr1 TEL Y! SSS ��umber:
<br /> ; 1 ,� �� ��°oc 2�°oc 4b �6c► @� oc � � 7/i� s ad @ 3 oc the wa�i r►eight. � We can be r�ached imm�dia�ely by phone: {��5) �78-3.i�23 s1605021 ,
<br /> ; /2 �3 � 32 oc SILL PL�T�� Use pressure trea�d 2x plates u.n.o. Emt3ed anchor balts at least? (expansi�n anc[�ors For less pres5ing questi�ns, emai{ us: i�bt�x@s�ser�g.�o�
<br /> ' SI$"� t� i6°oc or �,�35 t"a rLS50� „ 4°). Use 3°x3"x�.229" washers. There shaf[ be a minimum of lwv bolts �r piece s�aced notrrtare#tan 6 • � � : Proj�ct Name:
<br /> l�� � 3 oc � � Please hElp us c�et ta your p{ans by havin� this Job number hanr�� s1fi0�U2�.
<br /> HEADER HEADER
<br /> 7/2"� �a� Z2"ac g 1'v"oc 16'bc 4b �eetapart, with one boEt located not more than 12"or less than 4" from e�ch end of each piece. �lei� �esid�t3ee '
<br /> COf+l�tETE�'c = �5�0�si minirr�um {unless greater psi indicated on tl�e plans}. 5 1/2 sac[cs af csment per
<br /> \ cubic yard of cvncrete and a rrtaximum of 6 gallons of water per�4 I�sacl�of cemar�t_ Maximum slump is �,J� � i�
<br /> ' _
<br /> 4". Segregatior�of mat�riafs shaEl be pr�vent�d through prop�r handfing and p�ac�ment. . g
<br /> `�,� �'vi�°;D04'�i WQ���MI�1G in contact�rith cancrete or masanry, or expased tv weather, sha�l be pressure treated. O+�n�r: . .
<br /> '�.� 0�-n;T'�;r, � CC�e�3eC1 dtE fOufld�ti0[l w�El�rtd/Or fOOtiRt�aS rec�uir�d tCl prOvi�lE ti�e rEf�uired �.8. Rh1CHOR BOLT EA �1CH P,T, PRESSURE T�EATED
<br /> `' ' �� %� Z �asten to �e end fr�rning mernbers af ii�e si�earwall, u.n.�. � ����� � �asteners, including nuks and washers, and connectvrs in cont�ct: , , Bi'e�� & t)a ri� V�leir
<br /> �� / with pressure treated wot�d shall be hot-dipped zirtc-cr�aE�ed gal►ranized. ��-+� �L�r� EMBE� EMaEDP�IEf�ff RE?NF RE?AlrORCEMEI�lT �
<br /> !`��. \` D��G� � 3 �QUNDAT��!ANCFiOR rnay be exkended wittt ti�readed rod and eoupler as requir�d. . .
<br /> '��., � �XC�p�'t,�N: Plain carba�t s�et fasteners, incfuding nufi� and washers, in 5BX/1X7T and ainc bora� gLKG SLOCi4I1�lG EKIST EXZSTING REQ►� � Q
<br /> ` �OF_`�i^vi; � � Pravide th� minirtturt� emk�edrrten�and�cfge distanG�s 5pecified by the manufaciUrer. BTNi B�TTOM �Df�a FOUNDATIO{V SCHED SCHEDULE E
<br /> ``�. �� reseE°vative treated waod in an interiar, dry envirQnment shall be permittede
<br /> ~�, � / 5 A�taeh t� �2} 2x studs mir�imum (Easr�inatian connecCion sartte �s WALL BA�E PLATE; stagger nails), u.n.o_ � BRG BEAftING F!R Fr OOR SINI SI��iLAR
<br /> � `'\ � 6 See det�i€HDN f�r installaCion. �AWN L�1�R shal[ meet the following minimum grades {u.n.o_}conforminc�ta"W�IPA Gi�1DT1�G r, FR�IMIN� �TD S�fAi�lbARD Prr�ject�ocafion: � ,
<br /> `'.�` BTU�I�I SEf WE�P! FFtN1
<br /> �\ 1-t�l.�D031�1P�/ STRAP FOUNt7A7I�N RULES FOR WES7ERN Ll3MBER", latest editivn: 1425 �llCk�r �►v�
<br /> FASTEN�RS 5 COMMENTS 1idIIA�.L S"�a GLR CLEAR F7G FOa'tl�iG S'CRU�`"C S"CRt�CTIJFt�1L
<br /> ;` \ : �,, �, 4, � ANCHQR 1, 3.4, fi CONC CONCRETE G.T. GU2DcR TR�JSS SNl SHEARWALL �VrGt"et�, 1�1r4
<br /> � ; equai number af nails to b�tf�connected �x H�#2
<br /> � \ #��'�4� 36-i�dsinker NjA C�NN C�Nl�lECTION C;R GRADE THRI� THROtJGN �
<br /> / ������� '1'R�SES Manufactured trusses are a deferred subrr�ik�aE item clesigned per COD�section 23U�.9 and shall
<br /> . �
<br /> � � be desi�ned far all faads and laad combinatic�ns per the CbDE. CON�i" CaNTIl�!1JOUS i-iOR� F40�LG�lTAL TYP TYPICAL
<br /> #S�'NF�14 14R� 30-�6d�inker N/A f�" Stem CT� CENTER MAX MAiCIMUM IJ.N.O. UNL�SS F�K�fED Design ProFessional:
<br /> � � See apptir�bt�det,�il(s): ��
<br /> If truss layout is changed hy man�acturer, please notify this office. ��- ����-� MFG MAP1kJ�ACTURE� 4THE�N1iSF ������ �`i���
<br /> � t�'�'"r'�, 26-1Qd �SSTBi6 6" mirt thick fdn walt �yQp�y�����p„�,���,,,,s}�al]meettt�e perfarmance standards af the"APA" [X}C P51 and PS2 far�ir DEC C�ETAIL MII�! MINIi�1Ucf1 VERT VERTICRL
<br /> int�nded application{group 5 species not allowed}. E.E. EaCH END o/ C�VER v��/ 1�l��
<br /> KING STUD CRIPPLE S7UD BASE PLATE �.5. EACi-i SIDE oc Of�l CEI�(TER ��!/o WITHO!IT
<br /> SHEA►�tl'+1►ALLS ar� indicated tm the plans wittt a k�old dashed Eine and labeled SW. The foliowing le#xer �;:
<br /> SWB SWF �� �
<br /> TRIMMER SfUD (8)16d EVENLY SPACED, 16d @ 16"oc designatiot�ref2rs�a ttie St�earwall 5chedule's 5H�tR FLqW GC3NNECTI��lS / SPACING tabte, artci tt�e E•W� ��F��AY O.C. ON CEPtfER W.W.F. W�L�E�U�1IRE FABRIC
<br /> �
<br /> TYP U.N.O. TYP FACE NAILS 7/16'`05E3 rated Sheathing w ittt a 29((}panel ir�dex. � � N ,
<br /> 1/2" CPX rateci sY�eathing wi� a 3�/16 panel ir�dex. �
<br /> e
<br /> r�umE�er designatjon refer� ho khe�VAtI SHFATHING t.able. Muitiple cambinati�ns of fetter and numE�er � � `*' �
<br /> SWE SHEARWALL ELEVATiON � _ _ .
<br /> ;�I ; , ; ��� d�signatior� may be present. Watl I..ine numbers, shown inside triangles, refer ta correspnndi��g `z
<br /> N,T.S,
<br /> (� , ; ; ;! engineering calculations. r3ov�rning Code 12 ISC Ris�c Category II � � � I�
<br /> ,�i , � � i �
<br /> , � ; ;i, MIN 2x Atta�h minimum 32/16 panel index sheathing to�x�min}STIJ[3S spaced no mor��an ib"oc, u.n.o. See y�/iri� pg�;gn �ata � W "� �
<br /> 'i� ; �; j i ;! Shearwall Schedule for minimurn tf�icl�iess and fasteners (thickness at point of fast�ned edges governs i 1p Internal Pr�sst_Ere CoeFficient + 0.i8 o d'
<br /> i,; i E�sic Wind Spe2ct {3 se� �Elst) rnph /- � w u
<br /> sh�ar values . All panel ed es shatl fae blocketl. I�aii intermediate su orts @ 12"oc. [7o not enetrate , �
<br /> �_�— , , j� ) g PP p Surf�ce Rou�hness F� Topographic Factor, �{,; �.Oa � .
<br /> i , „ I nalls past flush. Tnsta(t squash bfocks under the ends af a{t shearwalls wher�the framing below r�o�s nat � c �
<br /> 4-0 MIN �,,
<br /> �LS50 @ SHEARWALLS ;�— SPLICE i provicle full b�aring. Canscruct cripp€e v��ails same as th�shearwalt above, and gabie��n�is sarn� as the �ind Exposure Category
<br /> � � O
<br /> ROOFDIAPHRAGM PERSCHED shearwall E�elow. E,�rthquake Desiyn �ata L�.J .
<br /> PER STRUCi NOTES � , �
<br /> ���1 See appEiCabEe det�il{s}: SW� ��li �'P� Seismic Im{�ortance Factor, Iz 1.OD Seismic Force Resisting System Table 12.2-1: A-13 � Ln �
<br /> r � � � � ���
<br /> � RC��[�i�H1L4C�t_Irt�t�ll either DS�3 ar CPX sheathir�g: Site Classification D Response Modificatian Factor R 6.5 Transreise ��
<br /> EDGE NAILS ���SS�O� 7J1�"C35B r�ated s3�eathing witt�a 24/0 panel index. Short Peri�tl Acceleration, S; 1.287 6.5 �or�itu�inal � Z Q, � � ~
<br /> 1J2" CQX rated sheattting wi#�t a 32/ib panel index_ 1-Szcond Accel�ration, S1 0.489 2010 Equiv. l.at?r�l Foree Proc�dur2 � �
<br /> TPS DOUBLE TOP PLATE SPLICE ���' x 4'panels with lang dimension perpendicular across supparting �raming. Stagger panel rows Seismic [7esiyn Category � Seismic Response Coefficient, C- 0.132 TranSverse � W cn � �
<br /> SOLID #H2.5AMIN #Hl @ #H2,5A@ half the tong dirr�er�sion. Nait all boundaries and supported edges w�th 8d @ 6''oc and interior suppori� wittt Spectral F�esp�ns... CoeFficient, S�;
<br /> SHEARWALLS R 0.858 0.132 L4t1JILU�161dI � � �S
<br /> BLKG @ ALL ROOF ALL ROOF N.T,S, TPSA Sd @ 6"oc, bloci��ng n�t requ�red u.n.a.. . . SE�ec�ral �esponse Coefti�ier�t, S�; 0.493 Spisrtyir �se Shear, 1i 1Of96 �os cn
<br /> MEMBERS MEMBERS �„pt�t plppNRAC�fq Inst�ill minimum � �
<br /> WALL �p �
<br /> C�avi�y 1.aad Data a p
<br /> U.N.O,@ 23/32" rat�c!Sturtl-I-Flaor T&G with a 2�}oc panel index .
<br /> SHEARWALLS DBL 2x STUD l.�e 8' x 4' pan�ls witf� ]c�ng dirnension perp�ndicular across sup�rting framing. 5�gc�r panel rows 1��IF Floor, �. fio �sf Sno4v, S 25 ps� a' V
<br /> .� �
<br /> the lang dirnensian. Gtue and n�il all boundaries and s�apported edges with itld C� b"r�and interitir TriEss Top Chord, D 10 psf �Truss T�p Chord, L 40 psi Truss Top Chord, S 25 psf `n �
<br /> EDGE NAILING SW SNFATNING suppc�rts witti 1Q�i @ 6"oc, bloeking not required u.n.o. Truss Bottom Ch�rd, D 10 psf Truss Defleckion CC3DE s�ction 1604.3 � � �
<br /> SHEARWALL w/TRUSS OR RAFTER BEARING �
<br /> +�O�t.�G7�3� [�iaphragms s�all f�nail�d cantinuausfy tp dr�g str-uts, drag truss�s and ott7er cof�ector � `�' �
<br /> � elemen#� at baundary spacin�, u.n.a. � �'i� ��� `V � ,
<br /> C C'�7[Uf+�and fastener5 Shall €� per CO�E 7able 23Q4.9.1 u.n_o_ The syml�at,"�'; indicates a itardv�are Allov�iable Soil Bearing 2000 psf °O p '
<br /> SW� SHEARWALL R00� C�NNE�TIONS HOLDOWN `�
<br /> connector from the rnast current 5impson 5trang-7ie Catafog. Ffardware with equivilent or greater capaciFSes � �
<br /> N,T.S. SWRA EMBEJ�DDE�D - � '� :
<br /> frorrt otlzer rrtanufacturers rrtay be substituted, e�ample ynu can use USP's [?ual Specifica�ion �hart to make an
<br /> r;�-----_-� equi�ilertt or greater capacity selec�on_ Irtstalt per the manufacturer instructions.
<br /> i��` `��� t
<br /> ��� � . �
<br /> ��-'STRAP SHOWN� Fasteners and hardware in car�tact with pressure tr-eated �vood shall be ttat-dipped zinc-coated galvanixed.
<br /> ;� AROUND CORNER r���rnrr� see��e �o�.�ow�u scM�€xj�. � �'����� .
<br /> I See a frcabte detaif s HtliV H+C'!� �
<br /> . �`� g �.'t:a�t i�'I����y,�
<br /> DIAPHRAGM PER NAILS PER --�'-� �
<br /> � � PP ( 3�
<br /> SfRUCT NOTES SW SCHED WALL BASE STUDS PER ,f`-'---- --' �C��E 5A�ktY 5ound S�ru�#,ural Solutit�ns Tr�c has r�t�en ret�ined or c�mpensated to provid�d�sign �'`�` ```� ����' �
<br /> WALL BASE EDGE NAILS PLATE CONN HOLDOWN SCHED SW SHEATHING and/or construction rev�ew services relat�d to the contracbar's safeEy�recautions ar ta means, methocl5, t � � '�
<br /> PLATE CONN (SW ABOVE) (SW ABOVE) � ��
<br /> Fl.R RIM�BLKG EDGE NAILING techniques, sequences ar proced�res far the contractor to perf4rm �teir wdrk. Ttte undert�king of periodic site
<br /> vi�its by the E�#GiNEER s�all not be construed as supervlsic�n o�a�ival construct�on and nat make hirrt respnnsik�[e �
<br /> j
<br /> (OR ROOF GABLE) DIAPHRAGM PER 2x S7UD ,
<br /> SOLID BLKG OR
<br /> COLLEC(OR
<br /> STRUCT NOTES for providit�g a safe piace fa�the p�r�orrrtance of wvrk by t�te Confirac�ar, st�bcontractors, suppliers ar the€r � �' 7� j�
<br /> em le es or fc�r access,visits,�se wor�, travel, or occupanty by any person. ��� �����
<br /> f ���
<br /> RIM�BLKG P Y� , � ��jAl ��
<br /> EDGE NAILS dJ1ff�1V�S��I�Ct�[EIVi�S T�ese drawings and calculatinns are the ir�tilleC�i.[al property of 5c�.sr�d 5truc�urat SHEARWALL ��'� �
<br /> O Sotutions Ta�c. These drawings may nat E� used in whole or in part by any persan witfzvut permissian of Sound FRAMING PER PLAN
<br /> PROVIDE #A35 PER EDGE NAIL PROVIDE PER PLAN
<br /> BLK'G @ 48"oc 5W SCHED (SW BELOW) BLK'G @48"oc HOLDOWN StruCtur�l SoEutic]ns InC.
<br /> w/JOISf-WALL w�]OIST-WALL 7�cSTUD ANCHOR Ni15CEL�.AI+�� The contracix�r shall verify dimensions a€�d canditians at jot�5ite. The contractar sltal] This space reslerv�ed� for
<br /> PARALLEL DOU�LE-$IDED SHEARWALLS, pARALLEL provide t�mparary bracir�g as required until al! permanent cvnnectivns artd stif�enings have been installed. MSTC STRAP w/ governing jurisdiction stamps
<br /> INTERIOR SHEARWALLS,& [�o not sr�le drawrings. P�-e-Fabricated items tfl be handl�d art�i installed per mar�ufacturer's recorr�m�nda�ons. sAME NUMBER oF N�u�s
<br /> AS STHD BELOW
<br /> EXTERIOR SHEARWALLS EXT SHEARWALLS @ CANTILEI►ERS SHEARWALL TO fL00R T4 S�EARUVALL
<br /> (AS APPLICABLE PER PLAN)
<br /> TO PONY&WALL ABOVE
<br /> SWF SHEARWALL FLOOR CONNECTIONS HOC HOLDODUN A�" CORNER . `
<br /> e
<br /> HOLDOWN
<br /> N,T.S. ���A N.T.S. ��CA HOLDOWN ANCHOR e �wc�oR ' '
<br /> e
<br /> EMBEDDED
<br /> �� IF STRAPS OVERIAP,
<br /> � �� BOUNDARY NAILS SHEATHING PER INSTALL"SHARED" '
<br /> e � �/ � �� NAILS THRU BOTH �
<br /> WALL � j� EMBEDDED STRAP PER NOTES NOTES pONY WAI.L, ��S
<br /> WALL BASE FOUNDATION WALL ��/
<br /> PLATE CONN MSTC — I/� CONSiRUCt PER
<br /> WA� DIAPHRAGM PER 3" 4%6 $TRAp SW ABOVE U,N.O. �
<br /> ANCH PER PER SW SCHED STRUCT NOTES � � H�5 � _ � �\ 30°MIN STHD FDN STRAP
<br /> �' MINIMUM STEM HEIGHT 2x FLAT B!K w/ AS APPLICABLE
<br /> SW SCHED 2�; 2 4�� REQUIRED TQ ACCOMMODATE � ( ��
<br /> R I M�B L K 6 A N C H P E R I D B L R O W O F P E R P L A N
<br /> 2x SILL U.PJ.O. � ANCHORAGE PER ORIGIN DATE: 11/29/2016 �
<br /> SW SCHED � ( SOUNDARY NAILS ���� t:
<br /> PER SW SCHED EDGE NAILS HOLdOWN SCHEDULE I
<br /> 2x SILL U,N.O. STHD14
<br /> FOUNDATION REVISED: '
<br /> FDN FDN PER SW SCHED —
<br /> TRUSS PER PLAN
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