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HOLD-DOWN SCHEDUL •HOLD DOWNS ATTACNED TO CONCRETE SHEAR WALL SCHEDULE
<br /> MMK TYPE CAPACJiY ANCH B L POU AN9HOR OL NUMBEROFSNDS/SOIJDGOLUMN NNLS/SCNENSROLTS CRPpCITY�LB/FT) 8HFA7N�N6 ED6ENRIlSPIICIN6 B07TOMPUITENRWN6 81lLPLA1ECONN.TO SNEIUtCLIPEPACM6 1PPPRAMI�NG FMMVd6AT fOUNDA710N51LL
<br /> iD1 STND74 Oli HOU4SOS2.5 2275 S 4 SSTB24 2)2 E H 30•70tl . e' MANK NIIIL EQF p) f1ELD NNL BPAqN9 CLAIES �
<br /> 7p2 HDUSSD525 SPFM 4085 SSi824 FUR DUS SSTB24 ONHDUS 2 2XDWGfIR •10tl , ' A (�) IPLYWOOD/OSB��2) (C) (ZN�Fl00flJ�6) POUNDA110N(70) 0.fl�OPAf6PEiFAT00EDJ18) (U.N.D /��NGE�GES�77) PIhTES
<br /> � ip3 HDUSSOS25 DF/5P 58q5 Hx24ASTM1A307 9x2LAS1MA307 (2)2XDWG�HR 40•10tl 14 OIA) SW4 213 7/10 8d(0.131"DIA) 8 SEENOTE5 18d(?8'O.C. i X70 @35'O.C. pP4orA35@18'0.0. 2X 2X 2X (2)2X
<br /> 7D4 H�U&SDS25 746� SS7828 SSTB34 (22 �fl 20• X3•SCREWS SW�2 254 7/18 80(0.131"q!a 4 SFENOiES 78dQ4'6.C. X70@30'O,C. LiP4orA35p18'O.C, 2X 2% 2X (Z)Z% np�
<br /> iD5 HDUI7SDS2.5 9540 1"0X24ASTMA3U7 � 1`0X24ASTMA207 (3)2X�WGAR 28- X3•SCREWS SW�3 350 �p6 8d(0.73PdA) 3 SEEPo01E5 18d@4'O.C: X10@2a0.C. LTP4mA35Q16•0.G 2X S% 3X (2)2X �� `�
<br /> 7D8 NUU71S�S25 11175 P9X24ASTMA307 1'0X24AS1MA307 4XBOR8XB�FIPoST Sy�.q qgy 75/�t 10A(0.748DW 3 SEENOlE5 78d@3'O,C. X1U@24'O.C. L1PoorA35@1Y0.C. 2X 3X 3X (Z)ZX C5
<br /> 1D7 HDU745�S25 14925 i'0X24ASTMA307 1'0X2AAS7MA307 4%BORBXBDFIPOST gy�,s 83� 7� 10d(0.748DW) 2 Sfff101ES 18d@2'O.C. X10@78'O.C. LiP4aA35@9'0.0. 2X 3% 3X (�ZX �� � E
<br /> ^ NOTES: swa 838 BOTHSIDES lOd(0.14801A) 4 $EENOTE5 DNIAGSCREWQ4'OA. 8�'X10@18'O.C. SEEOETNLI 2% 3X 3% (2)2% U iClg
<br /> SW7 1200 BOTHSIDES 10C(0.14801A) S SEENOtES �'Dl1tAGSGiEW@3•O.C. X7D@74'aC. SEEOEfNIi 2% 3X a% R)2% � �3�
<br /> 1.HOLADOWNS SHAIL BE MANUFACTURED BY THE SIMPSON STRONG-TIE CO3 OR EQUIVALENT.� �� �
<br /> SW�B 1540 BOTHSIDES 10d(0.748DIA) 2 SEENOTES �'WILAGSGPEW@3'OA. }'X70p24'0.G. SfEOEfAIL7 2% SX eX R)ZX Z M
<br /> � 2.ALL BUILTUP STUDS SHALL RECEIVE SHEAR WALL EDGE NNLING. � ppdusi sinaP �� p w r�i�
<br /> 3.INSTALL NOLD-DOWN BOLTS THRU THE THICKER SEC170N OF THE SOLII7 POST. 70 PnONDe NN�sPACIN� NOTES , �J�
<br /> 4.5/8'DIA ASTM A36 THREADED ROD EMBEDDED 121NCHES IS ACCEPTABLE SUBSTITUTION FOR SST20,SST24,OR SST28. SH� {0 LAG BOLTS PER SCHEDULE SHEAhIING PER SCHEDULE g �_
<br /> ALLOWABLE SHEAR CAPACfTY ASSUMES HEM-FlR FRAMING,AND IS BASEU UN THE 201216C SHEATHING pER SCHEDULE �� �'YN
<br /> � 3/4'DIAASTM A36 THREADED FOD EMBEDDED 121NCHES IS ACCEPTABLE SUBSTITUTION FOR SST28 OR SST34. suTiN � 4 XD•oF2 F4R SAwN JOIST 3�y,
<br /> sH�an+ir+c �TM�NCRE0.SES FOR LOAD DURAi10N.SWT&8WB HEQUIREB DOUG-FIN FRRMING. 3.Sxn-Lw wa id p ��'��
<br /> o UPON ENGINEERS APPROVAL,19/32"RATED SHEATHING MAY BE USED WITH NO CAPACIlY REDUCTION, (LENGTfi TO H1UAL SW ABOV�
<br /> NaLSMAYeE 2 � FlLLER A35@16"O.C.
<br /> TYPNANJNG a+9TTED HERE O.S.INDICATES ONE SIDE OR WALL TO BE SHEATHED,B.S.INDICATES SHEATHING ON BOTH SIDES.
<br /> 2 APA 3 4 NUMBER OF STWS/SOUD COLUMN NNLS/SCREWS/BOLTS (NOTALL NNlS MEAR STRAP) LTP4 @ 12'O.C, � A35 p 16'D.C. � LTP4 Q 12"O,C.
<br /> ��� ��o SHOWN-RLL 3 8d NAILS=0.131'dia 10d NAILS=D.148'dia
<br /> nuTne yios p Z � R gg-�Od .�dg• PL.HOLES IN FOR SHEAR WALL IYPES SW�AND HIGHER,ALL PANEL EDGE NAILING AND FDUNDAiION SILL NAILING
<br /> MSTso 4doo 2 x oouG ao-tod(.as�o aoni 57Nars ADD 2 X lL DEPTH BIOCK . 4 .
<br /> MST48 szio 22%DWG�RP �zae-ioa .ias � NNo) QHOLD-DOWNLOCA110N SHALLBESTAGGERED, fL00RJ01ST
<br /> >Mstao BB00 (3)2%UWG A � 90-700 0.748'OW" srnaPaa aon� 5 12"flELD NAIIING fOR S1UDS 16'O.C.AND 6'FlELD NAILING FOR SNDS 24'O.C. SHEATHING PER SCHEDULE SW ffR P� WHERE IT OCCURS
<br /> sro�s oF stuos �
<br /> NOTES: 5.5•OR 7.5^FOR 2X4 WALL 6 WHERE LAG SCREWS ARE REQUIRED,SCREW LENGiH MUST BE ADE�UATE TO ENSURE 2-1/4' SHFATHING PEN SCHEDULE W
<br /> � APPLIES TO SW-6 ONLY
<br /> 7.5'FOR 2 X 6 WALL PENETRATION OF THE LAG INTO THE RIM JOIST BELOW.PRE ORILL WI1H 3r16'OIA LEAD HOLE. ��
<br /> (1 J RLL ALL HOLES WITH 10d COMMONS NAILS(IXCEPTION SEE NOTE 3). Q ,a
<br /> (2)WHERE DOUBLE STRAPS ARE INDICATED SUCH AS(2)MST37 USE 7 ADDfIIONAL BOTfOM PLAiE ANCHOflS ARE ONIY REDUIRED AT WALLS DESIGNAiED ON PLANS DOUBtE SIDED SHEAR WALL CONNECTION�ETAILS(SW-7 TNflU SW-9) Z � M
<br /> 10d X 1•1/2"COMMONS NAILS.SEE DETAIL q/S3 FOR DETAIL HDUt 1 AS PERFORATED SHEAR WALLS,h1ESE ANCHORS ARE NOT REQUIRED AT FOUNDATION SILL PLATES. 1
<br /> (3)THE VALUES ABOVE ARE BASED ON A 16•CLEAR SPAN WITH HEM-FlR HOUt4 DOUBLE STRAP 70d NNIING(lYP) 4' r O U � Q
<br /> FRAMING&1MND LOl�DURAiION. B AT EACH-SIDE OF WALL 8 ALIGN STRAPS WITH WALI STUDS AND CEN1fR AT ROOR SHEATHING. � � � �
<br /> **STAGGER NAILING PER DEfAIL B 9 WALLS WITH OUT SHEAR WALL ID SHALL CONFORM SW-1.
<br /> 10 3"x 3"x 1/4'GALVANIZED PLA'fE WASHER IS REQUIRED.EMBED ANCHOH BOLTS 7.5'MINIMUM. (2)2XTOP PLATE Q� � ¢
<br /> REFER TO S-1 TO PRESSURE 1REATIN6 NOTES FOR ANCHOH BOLTS IN CONTACT WITH PRESSURE TREATED LUMBER.
<br /> POST ALIGNMENT REFER TO FOUNDATION WALL SILL BOLiING REDUIREMENTS WHERE ANCHOR BOLT SPACING MAY LESS THAN SHOWN h, � J Z � �
<br /> A PER THIS TABLE. SHEAiHING ;:::
<br /> .
<br /> NO SCALE 11 REFER TO HOLO-DOWN TABLE WHERE SHEAR WALL EDGE MEMBERS ARE CON7ROLED BY 1HE REQ'D HOLD•DOWN. (�2 XS1UD EDGE MEMBER Q a � �
<br /> AS A MINIMUM REQUIREMENT,A 3X MEMBER AT HOLD DOWNS SHALL BE USED.WHERE(3)2 X MEMBERS ARE NAILING REaWREMENTS Q 2X TOP PLATES&EDGE MEMBERS FOR SW-5&SW8 F-�
<br /> REQUINED PER THE HOLD•DOWN TABLE,USE(1)3 X&(1)2 X. 2 W � N �
<br /> TYPICRL UPPER LEVEL � - � a � �
<br /> SHEIIH WALL(SiN)PANEL SHEAR WALL LENGTH SW PER PLAN BRACED WALL PANEL PLAN �
<br /> � pS�EHNED PER PLAN STUD WALL FRAMING W�
<br /> (WHEHE R OCCUflS) � EDGE OF SW SHEATHING HOLU oOWN PER PLAN SHEATHIN�PER SHEARWALL SCHEDUIE STUD WALL FRAMING ��
<br /> 4 X 6 AT 2 X 4 WALLS 2•i 8d @ 6•O.C. BRACED WALL PANEL PIAN W
<br /> 6X6AT2X6WALLS (T'P) � SILLPLATENAILING SHEATHINGPERSHEARWALLSCHEDULE '�C=
<br /> ,_...� 2XBLOCKING . PERSHEARWALLSCHEDULE SILLPLATENNLING �
<br /> EDGE OF SW SHEATHING i TO SPAN FULL LENGTH PER SW SCHEOULE � �
<br /> OF SHEAR WAILS FLOOF SHEATHING 2 X BLOCKMG
<br /> :::::�:1��:r»::_::::�.:: ::::::::?;y;:::�i:::,.,..,. TOSPANFULLLENGTH
<br /> { - �"'�I PANEL BLOCKING OF SHEAR WALLS F1.00R SHEATHING � � .
<br /> i:ii�:v:::::�::.., �
<br /> J 2 X FOR SW-0&SW-2 2 xSW PER PLAN BOUNDARY NAILING g ¢
<br /> ;;`:(�1{��i:;if4i:i�: �i:i(�i:::: ::::::::•:: PERSWSCHEDULE -
<br /> ?��:::,��::,`:_'_.:;.1:.�.: ::):�":,,' :;':j;;.:::y:;t 3XFOfiSW3&GREATER HOLDDOWNATCORNER(WHEREITOCCURS) (TYPTOPPLATE ��2�1GAP . BOUNDARYNNLING
<br /> SHEAR WALL EDGE/BOUNDARY �::::::.:- 3A p,�, _)_ PEfl SW SCHEDULE �/p�L
<br /> MEMBER PER HOLD-DOWN _-_-- -- - - FRAME NON-SHEAR WALLS SEE NEW 8B F4R OP'fION(SW1•SW30N11� &BTM SILL) STRAP '(� . (TYPTOP PLATE
<br /> SCHEDULE PER SW�1 REQ'MMS OR TABLE 1/5•1 . I &BTM SILL) STR� 7- � J .
<br /> �:.::�i:(���:�'?; I �
<br /> SW PER PLAN (2)2 X BLOCKS Q
<br /> HOLD•DOWN STRAP STRAP PER�
<br /> � PER PLAN HOLD DOWN PER PIAN IF REQU�RED INHERE TD OCCURS
<br /> �:�ii?i:�:�2;�;i.`:;:::i: ;:;':,i:;(i,:j;i(,;,::,:.i:
<br /> � ) STRAP PER PLAN �
<br /> H�LD•DOWN STRAP CHORD PER HOLO•DOWN SCHDULE 2-18d @ 6"O.C. DO NOT CUT JOIST A35 CLIP PER A35 CLIP PER �
<br /> PER PLAN LPT4 OR A35 CLIP SPACING PEH SHEAR WALL TYPICAL BOTH ENDS OF SW lTMP) SW SCHEDULE(SW�4 THRU SW-7j QF RE�UIRED) SW SCHEDULE(SW�4 THFU SW7)
<br /> .� (RE�UIRED WR SWA&GREAiER. � STUD WALL FRAMING DO NOT CUT JOIST �
<br /> � � REFER TO OETWLS 4&5�, BRACED WALL PANEL PER PLAN S?UD WALL FRAMING
<br /> �.�qp ;�� � � � � BRACE�WAI.L PANEI PER PLAN
<br /> � HEATHINGPERSHEARWALLSCHEDULE � � _
<br /> EDGE OF SW SHEATHING ano�2)2xsru�s ors sahtesue Me�ner�as aaove SHEATHING PER SW SCHEDULE �
<br /> � �� ��� � '� WNERE IIPPER SW BOUNOARY MEMBEP 2 X ON SW � �
<br /> .. ��. �. .:::::r...., . DOESNOTAl1GNWITHLOWERSWBOUNDAAYMEMBEfl. � _
<br /> HOL�DOWN AT CORNER HERE IT OCCURS ��EXTERIOR BRACED WALL AT PARALLEL JOIST �c�IXiERIOR BRACED WALL AT PERPENDICULAR JOIST �
<br /> 3 B SW1SW9 ONIY ; - ,, �,
<br /> PANELBLOCKING � ���� �,,:;,, ��;�, �; TOPPLATEMUST
<br /> 2 X FOR SW-1&SW-2 �� `� HEADER BE COM..OVER HEAOER(UNOj � �
<br /> 3 X FOR SW 3&GREATER HU PER PLAN q��M�ry � BOLTED-HOL�DOWN � �a
<br /> I PANEL BLOCKING (7�t.TU40NLh BTM PLATE PER � PER PLAN
<br /> 2XFORSV�1&S4Y-2 SHEAFWAILSCHEDULE 3 � CONC.WALL&SIILPLATE EDGEMEMBER F3
<br /> ` 3 X FOR SW 3&GREATER qxCx BOITTo nrrncH H� � -�a, PER S.W.SCHEDULE ' ; i (212 X PLATES �° �
<br /> E�GE OF SW SHEATHING f pEq HOLO-0OWN SCHEUULE, �
<br /> PND PER�ET7.SW BOLT SPAqN6 � SLAB PER PLAN `O ROD PER HOLD-DOWN i i FIM JOST(iYP) �
<br /> � � ; ��-; �SHEARWALL BOUNpRY MEMBER(HOLD-0OWN SCHEDUL� PER 6nEanWAUSCNEouLE � SCHED�UL �
<br /> NOLD-OONM TO FOUNDAlION ' � I '' gpppE
<br /> (REFER TO PLAN FOR S2E f . I � ,� HOLD-DOWN TO fOUN�ATION n, � '
<br /> &HOLA-�OWN SCHEDULE I �..� . . � y s
<br /> 1 �i (REFER TO PLAN FOR SIZE � /'� �\ MST48 STRAP �
<br /> FOR BOLn � �i �� :� � �I &HOID•DOWN SCHEDULE FOR BOLn �/ � �/���� HOID-DOWN PER � MST48 STRAP . �, � � , �o� 0��
<br /> �.. .. �� .. � . I. .. i \ �. \ PIAN ..,.;c ti.n; 4'„
<br /> � CONFlNEMEMREINf. / / .. � �i � � • ��
<br /> 2 X PT HF 2 SILL t EDGE OF SW SHEATHING /� \� '�-�
<br /> FOR SW-1&SW-2 .:� I PER DET 7 SHEAR WALL BOUNDpRY MEMBER (2)2 X SNOS H�R PER PLAN �
<br /> °'.:('I I��`�'��'�� - '�'��"i CONflNEMENTREINFORCEMENT 8p 'Po �
<br /> 3X PT HF 2 SILL '-:?::::::::::';� ;:::: ' BOLTED/LAG BOLTE�HOLD-DOWN INSTAL A110N WHERE SLAB OCCURS TIE ROD TO FOOTING VERT.REINE @ STRAP LOC �A��°��
<br /> -...::..-:. ............
<br /> • ::::::::. ::::::-:::: :::....
<br /> - l z�a sarss a�o.c, s
<br /> � FORSW3&GNEATER �.�::.�:. :::::::::::� :::�::::: �:::.:�:::: �:::::. (2)BARSREQ'D@ANCHORR�D . �) Q SILLPLA7E (EACH-EN�) ;; :; . tRuy�
<br /> ... ..................................._....._.................. RIMJOIST(NMEREIT.00CURS)
<br /> --'------'..............................'-----'-------'------'----'---•-•-----•----.....----.._....._.---'---------._ o .
<br /> ANCHOR POD .�:FOfl STPAP INSTALLA710N
<br /> ��' ANCH BOLTPER pDD ADUI710NALSIUDS PER HOL0.DOWN SCHEDULE
<br /> ........... ...................................... ..
<br /> •. �° � P SHEAflWALLSCHEDULE
<br /> , . ;' . � ,� % . • AT COflNER WAU.S TO Fl1LLV
<br /> :� ; . •�. 'e. . . . . I • "�.• TYPICAL MAItULOWER LEYEL ATTACH STRPP TO SHEM WP11 (2)2 X STUDS
<br /> : � • : � .', ' ' • , , SHEARW�LL(SWfPAXEL B�MINFRO�M N'NEHES7flAPISINSTALLW6'RtOMEDGE. GRADE i.� � � �� � � � " � � � ____^�____ UN�ERHDR(iYP)
<br /> PROJECT#
<br /> ' • � � � ' CORNEIt OF WOLLS S71TCH STUDS WITH •I ,:a . , . . N 10•��`�
<br /> � �°6Xt0ANCHOR80LT@48'D.C. QNSTAlLBE7WEEN5ND 12d�4•O.C,X2STAGGEPEDflOWS � � ; �� � � .l re ' ; < $ iYPICALHOLD-DOWNOVERHEADERBEAM
<br /> EDGE OF SW SHEATHING IN NON-SHEAR WALLS ssH�,TMinc� , � � � � � � ; : � FOR TD2 HO -DOWNS&GREATER
<br /> s�oawxeaert ' ° ° '
<br /> 'i
<br /> SHEnR WALL LENG7H TYP ANCHOR BOLT occuxs ' ,��� �� '.� '
<br /> AS DEflNE�PER PLAN BEND BARS& �i r---�-- i-�-tl-'
<br /> SIZE&SPACINGPERSHEARWALLSCHEUULE , . -'� � ' STRAPHOLD•DOWN
<br /> r ����� EXiEND40'BEVOND i. i °< , � ° a " _Qi e ' . PENPLAN SHEET NO
<br /> ��/��/��/ ��/\��� --=-* F---- -- -< j---'--a6e -r-.-�-- -�-
<br /> RIM JOIST(IYPJ
<br /> �\�\�, �\��\ .. � EDGE MEMBEfl
<br /> TYPICAL SEGMENTED SHEAR WALLS S ��� ` �•• � 7YPICALFOUND.NOOI�DBM PERS.W.SCHEDULE (p)ZXPIATES
<br /> FpILURE PIANE TYPICAL F0071NG
<br /> F f) ADD1-N04flE�B4ft IN7UFOOTING (ENGR.RE� pE�NF.PERPo0TIN
<br /> L NOSCALE 24•LONGATxrAS7HaP5 (REFERTOFOUNDATIONDETAILS) 4p� DETAILS. HDRPERPIAN
<br /> 1.REFERTo P�W FORSHEAR WALL LENGiH&HOLD-DOWNSIZES. OP'IIONAL STHD141NSTALLATION WHERE SLAB OCCURS(TD1&TD2 ONL`� THREAOED ROD HOLD-DOWN REQUIREMENTS �
<br /> 2.REFER TO SHEAR WALL SCHEDULE FOR SW PANEL SIZE,NNLING pND BLOCKING. 7 _ .,
<br /> 3.REFER TO SHEAR WALL SCHEDULE FOR BOUNDARY MEMBERS. 1.7HI5 AttPICIAL DEfNI IS APPLICABLE TO HOLD-DOWNS'fDbTD4. -! :. �.,;% _
<br /> a.R�eR ro rw�o-oowN scHeou�FOR Ho�o-oown,s a aa�rs. TYPICAL HOLD-DOWN ATTACHED DIRECTLY TO CONCRETE pND FOUNOATION WALIS AT LEAST48'LONG.REFER TO SPECIflC DE?AiLS ;_�:�:"�:;:;::`="'"",• �'� )
<br /> 6 f-0R OhIER CONDRIONS. p p STRAP OPTION 9 j
<br /> 2.TFIISDEfAILISAPPLICABLETOFOUNDATIONSWIhICRAWISPACE.EXfEND ��y FORMST48STRAPINSTLONLY. �
<br /> . � 7HREAOE�ABOVE ROOR RIM. ��
<br /> � - � � .. .���
<br />
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