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<br /> _ _ _-__-_ _ _- _ _ _ _ - ___ _ -_ _ _ _ - - r o
<br /> �� �
<br /> 6 HOLDOWN & FASTENER SGHEDULE (NF STUDS)
<br /> Si.2 �
<br /> s PER�PL�AN HAR�ARE WOOD MEwIBER/POST FASTENER DI�� ANCHOR K �Bm TM� � tM NI�M) DETAIL Q ' ..•'
<br /> tX. HDU IN STUD CL HOIMVDOIMV IN STUD 2X4 WALL 2X6 WALL STEM THIC ENED STEM EN
<br /> > � HOLDOWN FASTENERS ` ' FOOTING SLAB rn
<br /> L�AN� ��.D01M� S�� S� CS16 2X4 2X6 (28) Sd N.A. N.A. - N.A. - N.A. �
<br /> SCHEDULE � .
<br /> E1�SEDMENT •
<br /> FER SCHED - - . � :
<br /> �r U �
<br /> EMBEDMENT PARTIAL PLAN: SHEARWALI V�TH FORt� TRANSFER MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. N.A. N.a Z � � �
<br /> PER SCHEDULE - . .
<br /> � SCAIE 3/8" = 1'-0' -
<br /> w R� �
<br /> : . • - : : � • - - : . � � : . fRA�AING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N,A. N.A. - N.A- - N.A. 13 14, � 00
<br /> '►� v. . ' Q• - . W ' .a, . . , . , . o •..+
<br /> n • � $ '. i f a . � s � � ,� . PER SFIEARWALL SCHEDULE 15/S1.2 ± � Li � o .
<br /> - 8 '� - `� .- � � �
<br /> � I= ( � a - I I • � ``' i' - ---- 2 2X4 2 2X6 48 16d N.A. N.A. - N.A. N.A. ` `� .
<br /> � _ _ ( -��� . �-� � �= °_ � (-) � � � �;,I ( I= MST60 � � � ) � ) - � � CO
<br /> • , ,,, .;� „ _ •��--� u � - - -- - �� ° � � �?
<br /> '- �-i o _�f i_'_' T_ __1(�"_I f_ _T __l l_^" N v1 �
<br /> CONT. a ,�'•""�; ., .
<br /> a
<br /> w - ANCH�2 ROD z � �� -J.I-- - --�--- I� � LSDTHQ8 » » �� � � c�
<br /> ``- � � •d• . o ��� � ( ( LSDTHD8RJ t2) 2X4 (2) 2X6 {16) 12d STRAP N.A. - 8 - 8 ,� �
<br /> �-i �--i ��.
<br /> � .. " .E . � �I-I@UL.E
<br /> =I I I � '_ `I I I = 11 I I I I H�� P�t P�.�t�s I I I I l l R� � '' c .� .
<br /> W PANQ EDGE NAWNG (P.E.N.) 1, 2/S1.2
<br /> � - I- � � {- II I! ii cs22 X �s" H�/s�u. II ! S�D14 » » w � ^
<br /> � - �a � 4 � � � - S� �- ��S � �- �� STHDI4RJ �2) 2X4 (2) 2X6 (24) 12d STRAP N.A, - 14 - $ ��,'� � � •
<br /> � a. ° '<. . . _� : . NUT/Y�ASIiER jNUT � I I (I W/ (36) 10d NAItS ( I I �I PER StiEARWALI SCWEDULF 12/56.0 p u°, c� . .
<br /> • � �-�--' �..i. •-' . o I i I I I I U.N.Q. PER PIAN I I I I "
<br /> - sd �" < = • ,� � � � q� z BLKG. W/ EDGE NAILING „ _ . _ . 16 f S1.2 � �.c� • -
<br /> _ � � � � �
<br /> NOTE: � I I I( I I PLACE EDGE NAiIS INTO H1T22 (2) 2X4 (2) 2)C6 (32} 12d 5/8 N.A. 9 8 � � �
<br /> REINFORGNG NOT P� ����" S��'
<br /> iI I I I EI POST PER PI.AN OR (2) 2X STUDS
<br /> U � `�
<br /> SHOY�N FOR I( I I I {� NAIUNG AT S�ll, 1 �I (I AT ENDS OF' SFIEAR WALLS. (6) SDS � z �
<br /> A: STRAP TYPE B: HOLDOINN c,�nRmr � �, KING 8 TRN�I S1UDS � HDU2-s�s2.s (�� 2x4 {2� zxs ���� �/2. 5/s" ��" s" � � � �
<br /> nn -��
<br /> i -�r �i
<br /> SCALE: 3/4' = 1'-0' SCALE: 3/4" = 1'-0" POST PER 10 SDS - -
<br /> J I 1 I I I I 1 I I I I I I I I i I I I I Ho�nOwN st��U� HDU4-sDS2.5 (2) 2X4 (2) 2x6 � � � 5/8" 1�" 6" �-��
<br /> -' I I1 II I IJ I I i I II Il I 1/4X2 1/2 �j��� "#� :� : ` �,
<br /> 1 EXTERIOR HOLDOWN - SE�T�ON 2[� SECTIOIU � �� �-.: �-- : ; � . - .
<br /> ❑ � �� � � �� �� �� �� � � �� �
<br /> r.J i_._ - .^J(_J L_ - -J 1__ HDUS-SDS2.5 (2} 2X4 (2) 2X6 (14) SDS M 5�g• NUT/WA�1ER NUT 11" RE: 6" RE: � . U �° .
<br /> 1/4X2 1%2 .
<br /> HOWOWN PER PLAN PER 2/St.2 1 Q/S6.0. 1, 2, 6 _ .
<br /> �, , � � r/; ,i ;% / / , ---T -------- _--= 11, 12 ,. .
<br /> � ;� �� � , %� �i � � NOTE: HO�DOWN 4X PER PLAN --�t"' --1 r'-I r- -t �I r HDU8-SDS2.5 4X4 4X6 1 j4X2�2" 7f 8» 11" $� HEET 51.2 �`� � . <; :< •_� , � ,�:,� ; .
<br /> . , j�i �/� �� / e . � sruns To �cov� o r _ _ I I i .
<br /> r
<br /> � • i ' � • ; • � SFIEARWALL PANEL = ( (I -�-- -LL�.
<br /> / � STAGGER NAILING AT PlYW00D J�NTS (30) SDS � , „ �
<br /> ,� . �/ ,/ , �/ � EDGE NAIUNG = �• HDU11-SDS2.5 4X6 6X6 1/4X2 1/2" 1 16 8 RE: 3 � �
<br /> /� , - � . . t�s�e�3 I I I l I I H�p� t� p�,� I 1 I I I i l 2/s�.2 r� o
<br /> / 36 SDS � � r �W �
<br /> :: ��i/�:, �%/�j � /'� �;� " :: I i I I i I I cs22 x 4s' ttEao%� I i i I I ( ) t � �.
<br /> /' �' /// ` / ,;; i s .: I I I I( �/ (�� 1�1 N�kILS I I I PLY41�OD SHEATHfNG PER QU14-SDS2.5 4X6 6X6 1 f 4X2 1/2" �p 16" 8" 12/51.2 � a
<br /> r / r• � r / � � Q' � .
<br /> � /% � �-i�/ "/�f j � ''r � � . . o ��� �� �� U.N.O. PER PIAN G �� I(� SHEARWALL SCHEDULE - TYPICAL t-� w ' �� ` a Z ��
<br /> � %' � //�// `� , f� f '`r : � � o . . , � (�� BUCG. W� EDt� NAIUN �( �(� p O
<br /> :: � //// � / ,/ START NAILS 1 1/2 UP PER SWEARWA6�1 St:�iED. FlfLD NAll1NG (F.N.) - TYP. ct1 �. �
<br /> '•' j' �/ " ��f�' , / ��/ . i � .h. 61
<br /> ; FRQFA END OF SND "I '� DGE NAtIING AT S�LI., ' �'���
<br /> ' !//� ' �r��� �/ �f�r` i NO NAILS REQ. . . I I I I I I � I I I i� PQST PER �� .
<br /> , � ' �{ HEAD, KING & TRIM SNDS S q i E D U L E
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<br /> ', ,� „ �� �T II . :
<br /> 10 �r •
<br /> �-�- ---+- „,----+��i-- � :: � II II II I II II II I 11 • ME � � . . "
<br /> 4; � � �� � �� i ��� :r: � II iI I 11 I i I I II II HOLD01NN AND FASTENER SCHEDULE NOTES�
<br /> p� � , NOTE: AT CORNER :: �� � I (I �) I) II I ( �� B LT - SEE 1. HOLDDOWNS SHAil BE AS MANUFACIURED BY THE SIMPS�i STRONG-11E COMPANY. � � � � �
<br /> � � � � � M
<br /> � � � CONa11�1S, J� _J L_ L Hp�ppyKd Sq�EpULE 2 16d = 0.162" DIA. X 3 1/Y L4NG. q � � � � � N
<br /> � � � � � HOLDOIMV STRAP MAY 3. US� HALF THE REQUIR@ NAILS lN EACH MENIBER BEING CONNECTED. co �r o .- r� �
<br /> BE LOCATED AT a � � � � � HOLDOWN PER PLAN 4. SCREWS SHALL BE �S 1 f4" QIA. X 2 1/2" AS MANUFACiURED BY SIMPSON STRONG=TiE t�u1PANY. � �' '� � M `- �
<br /> pT}{Qt FA(� (?F 1HE FA(:E NAILS (4) U.148" DIA. X 3' � • 5. HOLDDOIh'N AN(�iORS SHAil BE SECt1RED IN PLACE PRIOR TO PLAqNG CONCRETE. `- �' �
<br /> °O --� ----�----�---�- S�iEM WALL (12) 0.148" QIA. X 3" B� P� P� 6. ANCHOR BOLT NUT S�IAtl BE FlNGER-11GHT PLUS 1 j3 - 1/2" TURN WITH -HAND WRENCH. CARE SHALL BE TAKEN TO NOT 01tER-TORQUE TFIE NUT. W � :,
<br /> 2 7/8" PRE BENT ANCH�t BOl.TS - SEE SHEARWAIt-
<br /> IMPACT WRENCHES SHAIl NOT BE USED. w o
<br /> PLYWOOD/O.S.B. SHEAR PANELS �D�B����� �'ACING, 7, HDU HOLDDOV�NS SJiALL BE INSTALI.ED CENTERED ALONG THE 1�D1N QF THE ATTACH@ POST. �
<br /> 8. RE: NOTES SEC110N �100 "ROUGH fRAMING" FQR THE REQIlIRm PO S T S P E G E S A t d D (�t A D E w \
<br /> � 9. BUNDLID STUDS PER DETAIL 18/51.2 � o � •
<br /> �2 10. STRAP TIE HOLDOWNS. I�AIL SIRAPS FRQM BOTT4M UP. INSTALL WITH S?RAP MATE 'NO WET STt�CCING°. � o + ;
<br /> SCALE: 3j4" = 1'-�0' SCALE 3/8' = 1'-0• TYPICAL DETAIL FOR SHEARWALL W/ »• ��� Ba-T HOLDOY4MS SHALl BE ASTM A307 a2 A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.2 � ,
<br /> O v Q �
<br /> - ELEVATION 7 HOLDOWN AT EXTERIOR 8 FORCE TRANSFER AROUND 1�INDOW OPENINGS - 10 H�I.DOWN 8c FA�TENER SCHEDUL� 5 � a �
<br /> 6 EXTER10R HOLDOWN [� �] � �
<br /> a �
<br /> . . NZQQ . .
<br /> SHEARWALL �.�p p�N � N W � q .
<br /> ADDED S'iW F�t ADDED STt1D FOR
<br /> RE: PLAN a S a m v .
<br /> HD TYPE HOLDOVVNS HD TYPE HOLDO1MPiS �� �� S��' . .,
<br /> H(RDOWN RER PLAN HOLDOV�N PER PLAId � � � �
<br /> (COl1N1ERSINK) (C�INTERSINK) V N HOLQO�N PER � o F- �
<br /> V,( W VS �
<br /> ABOVE k BEL01� Fl.�R SAW CUT IN PLY TO RE: PLAN 4VER �, � 5 � Q
<br /> P� ACCEPT STRAP AT SHEATHING o w w
<br /> CL OF STUD I N T E R I O R HQI.DOWN NAlUNG HOLDOWN NAIUNG R c� o � a � .
<br /> BEAM PER PLAN 3� �pd _ RE: HOLDQWN HOLDOWN SCHEDULE � � ;
<br /> fLOOR �ISTS/RIM �TYP.} Q SCHEDULE = z �- M N W '�a ,
<br /> � �
<br /> PER PLAN �, .
<br /> � � �
<br /> II � � z J
<br /> II �� � z d � � '
<br /> I I cL Z
<br /> 11 �� � � �
<br /> F- � N y :� .
<br /> � T
<br /> J01$T
<br /> � BUNOLED STUDS ¢ �
<br /> ��.� BLKG. � WALL UNE � RE: HOLDOWN � BUNDLED STUDS
<br /> r�
<br /> PL 5 X 5 X 3/8" '�' ��� RE: HQLDOWN . � •
<br /> SCHEDULE �
<br /> WOOD POSTS PER fASTENERS PER BEND STRAP UI�DfR �AP SHEARWALL '� + : "
<br /> SCNEDULE 10/51.3 SCHEDULE 10/S1.3 ,JOJST�gEqi� RE: PLAN OVER RE: PLAN f
<br /> RE HOLDOV�V SCHEDIiLE
<br /> SHEATHING F�t ADUITIONAL INFQ. � •
<br /> ��yyqu * PROVIDE 1 5/8" �11N. END N��: �
<br /> SHEATHING NQT DISTANCE fOR STRAPS RE: HOLQOWN SCHEDULE
<br /> R� P� # PROVIDE 1 5/8' MIN, END SHOWN FOR FOR ADDITfOhlAL INFO.
<br /> DISTAN(� F� STRAPS GLARITY � �
<br /> SCALE: 3/4' = 1'-0* SCAtE 3/4' = 1'-0� SCALE: 3/4' = 1'-Q" SCALE: 3/4° = 1'-Q'� SCAtE: 3/4" = 1�-0� �"^� ''
<br /> HOLDQV�N DETAIL 1 � EXTERIOR HOLDOWN � �
<br /> 12 TYPICAL HOLDOWN TO BEAM 13 �� 14 INTERIOR HOLDOWN ❑ .
<br /> 11 TYPICAL HQLDOWaN FLOOR TO FLOOR ❑ .
<br /> ❑
<br /> ❑
<br /> 0 .
<br /> . . _ _ LSTA18 �
<br /> CS16 r�� , :
<br /> MTS72 � -�-� . . �
<br /> � ,
<br /> . . � Q
<br /> ' 4.� � �
<br /> ° � � �
<br /> . v .? � :.
<br /> HOLDOWN PER PLAN •
<br /> MST60 AT 1NSIDE FACE OF STUDS 0.131" DIA. X 3" LONG � V 1 ^ � L�
<br /> SEE DETAILS 10 AND i4 THIS 6"O.C. STAGGEREQ � . � O � .
<br /> SHEET _ LTP4 � � � � �
<br /> ,� •, LTP4 � '� �'�'' . `� .
<br /> Z � � �' . .
<br /> FINISH GRADE � „ SEE 5/56.0 AND BEARING WALL
<br /> Simpson Strong-Te •� � 0
<br /> �� SCHEDULE NOTE #6. C�s -� Stud fo Band Joist � �
<br /> � . �,��:.
<br /> '��� � '� cc� � .
<br /> A35F �� � �, �"'
<br /> �I I � � . • ,,.., p
<br /> ' a. two H2.5 O O � � �
<br /> � � � ( . .�. ' PEN STAGGERED A35F � �� N � :�
<br /> `D � . MTS12 � � w O
<br /> a
<br /> = U J.°. . a
<br /> � 0
<br /> i� .� a' 0 .
<br /> ��� � : '
<br /> 8. Simpson Strong-Tie • •
<br /> Stud to 8and Joist r `
<br /> SCALE: 3/4" = 1'-0" 1'-4" �� N�E �q�; t'=1'-0' PS418 ,
<br /> OT USED � 8 TYPICAL MULTIPLE STUD ATTACHMENT � g NOT USED �0 T1�P. HOLDOWN - STUD TO JOIST ' .
<br /> PONY WALL 17 N ❑
<br /> 16 HOLDOWN AT EXTERIOR C.� .
<br /> ❑
<br /> 0
<br /> :, .
<br />
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