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S62 HOLDO��N & FASTENER SCHEDULE (HF STUDS� + � °
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<br /> p�p�N HARDWARE WOOD MEMBER/PQST FASTENER R00 ANCNOR Eb�BED�lENT STEhA DETAIL �
<br /> HOLDOVYN TYPE DIAIaIETER (MINIMUM) o
<br /> P� P�'N HOLDO�t�I FASIENERS CL HDU Ild STUD CL HO"�i D0�°:� IPl STUD 2X4 1NALL 2X6 WALL STEIdI THICKENED STEIuI THICKENED �
<br /> AND �d�00D STUDS PER S1RAP STRAP FOOTING SLAB �
<br /> PLAN AflD HOLDO�"�f �
<br /> SCHEDULE � g� CS16 2X4 2X6 (2�) 8d N.A. N.A. - N.A. - N.A. � .
<br /> E�lBED�AEIdT ��
<br /> EMBEDMENT PER SCHEDU ' � . �
<br /> PER SCHEDULE _ PARTIAL PLAN: SHEARWAIL WITH FORCE TRANSFER MST37 (2) 2X4 (2) 2X6 (22} 16d N.A. N.A. - N.A. - N.A. ��� z �
<br /> J '� SCALE: 3/8 = 1-0 - �. • .
<br /> 11 • . . • ; . .,�� , . .a • ,- , 0 4+� , , . ; RE: ;�- � ....
<br /> a a �� � �
<br /> n " � a� � _ �i °' • FRAMING AT PANEI EDGES - - . :
<br /> � �.�i�f. . � � ei � MST48 (2) 2X4 (2) 2X6 (34} 16d N.A. N.A. N.A. N.A. 13 14, � �
<br /> - g � . � � _ _ � ia �Q � _ � � - - ' � - � PER SHEARI�ALL SCHEDULE 15/S1.2 `_}a� � o f , J
<br /> ' 11= < _ _ ' II- �.► o� _ _ � ��- �� _ _ :� �, �; .
<br /> . , , I . , ,I I I . I I, ,-,I I I- = I. ,-{ I i �i� I I, ,-,I I I- - - -------- ---- MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. � � �
<br /> ,�, �-� ��
<br /> '� F��= �
<br /> � Co�t ,-� � o -=i r- 1- --�r-i r-- � -��- �� ; �
<br /> _ -• - (I ( LSDTND� ,-��:.-:.� � o
<br /> M M �
<br /> . `. . � �i D AMHETER PER w I I I -�-- -�-- � � �
<br /> ,I I I' . . � �� �I I I i .: a°�•. � �� SCHEDULE ( ( LSDTND8RJ �2) 2X4 (2} 2X6 (16) 12d STRAP N.A. - g - 8 ��� � � �
<br /> II II II H��t P� PUN II Il II
<br /> � I= .i •� � I= I ° w �- II II II CS22 X 48" HEAD/SILL I IJ ( PANEL EDGE NAILIPlG (P.E.N.) STHD14 RE: � -�' ''
<br /> ' a. a � ° • � � ALL EDGES OF ALL SHEETS (2) 2X4 (2) 2X6 (24) 12d STRAP N.A. - 14" - �" ��: W � � .
<br /> ° .,.�=._.� e . �+_� ,. NUT/6�ASHER UT � PER SliEARWALL SCHEDULE �� � �
<br /> a � o I I I( U N.03 PER PLAOd� 2/S1.2 - o
<br /> � �) �� STHDI4RJ 1, ...
<br /> a.`: �� .� a : • �-'�,,� � �
<br /> 12�$6.0 ��;,,, � � �
<br /> �� �0�: � I� i i I1 P�Gst�EA WALL SCiHED. 1( I) I I PLACE EDGE NAILS INTO HTT22 (2) 2X4 (2) 2X6 (32) 12d 5/�" N.A. - g� _ $p 16/S1.2 � � � ' •
<br /> REINFORCING NOT (I II ( I 1I POST PER PLAN OR (2) 2X STUDS - .
<br /> A: STRAP TYPE B: HOLQ01€�N CHOR FOR �I �( �� GE NAILING AT SILL, � �( �� AT ENDS OF SHEAR WALLS. „ .";�', � � � ' ,
<br /> LA �TY HEAD, KING dc 1RIM STUDS (6) SOS ���� . .
<br /> _ I �j �I HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 �1 p 6" �`�- �<q' � � � ,
<br /> S C A L E: 3/4' = 1'-0" S C A L E: 3 j 4" - 1'-0" I I I I� I I I P O S T P E R 10 SDS �
<br /> � I I I I I I I I I I I I H O�.o O��� S C H�U� � � - -
<br /> 1 EXTERIOR HOLDO�VN - SECTfON 2 S E C T I O N � � �� �� � �� � � � � �� �� I H D U 4-S o s 2.5 c 2� �X 4 c 2> �6 ,��X2 ,i2� �,8" „° 6» �y,v4y; � .�ti:+A_T3.A;_.��_,.,3 .
<br /> ❑ 0 � �� � �� � : ;; �.-- yr .�,, .�_.
<br /> � �� � � �� � �� � .� , f _�
<br /> _Jl__ _JI_JL- - ---��-- (14) SDS �., ... ,
<br /> - HDU5-SDS2.5 (2) 2X4 (2) 2X6 • 5/�p I d U T/V d A S H E R �U T 11" RE: 6" RE: ' `+� U v��..''��:' �'� �
<br /> HOLDOP�V PER PLAN 1/4X2 1/2 ;-$�;�,�- , ; :,
<br /> , � f PER 2/S1.2 10/S6.0 1, 2, 6 , . � :�� :,. .
<br /> 'r: :;,•' ;:`'; � NOIE: HOLD0��+1 4X PER PLAN - --_ -------- _--- (20) SDS „ p » 11, 12 �. �;��` �" ,��� ,__ �
<br /> �" • � STUDS TO RECEIVE HDU8-SDS2.5 4X4 4X6 7/� 11 8 � �r
<br /> ;; �, ;� ;=' o -�r T- -��-I I-- -T -1�- 1/4X2 1/2" HEET S1.2 �
<br /> ,. ' ,; ";, ;' ,; �,,'.':%; .%;";, � S�EnR��Au. PANa = i i I -�-- - --�- I i i _ '
<br /> `�"� ,% "'� � EDGE NAILING -° � STAGGER NAILING AT PLYWOOD JOINTS ��� ��
<br /> / ; (30) SDS „ „ � .
<br /> / ' � l i "' '�: MSTC4893 H�U11-SDS2.5 4XS 6X6 1 4X2 1 2g �p 16 � RE: S � . .
<br /> ; "f, ';�;: %';' ,!-� x •. I I I I I I I HEADER P� Pu�N I I I I I I I I / � N �
<br /> ( . ' `� ;' � � I i I I I I I cs22 x 48" HEaa/si� I I i I I I 2/st.2 r� o .
<br /> • ' . . ' .--. :,',;%' ;;%;:�'.,'. ".;`- ` ' Q :: & r
<br /> � !- ,.: : i o . . (�� I( �/ (36} 10d NAILS � �� (36) SDS . » „ ti `n �'�a .
<br /> `.' '"�� '� '`'� . " .:�'",,�;%�� • ��;;.!�� ;';� ;�' a.. � � :: o U.N.O. PER PLAN PLYWOOD SHEATHING PER �lDU14-SDS2.5 4X6 6X6 1/4X2 1/2" 1 16 8 12/S1.2 �
<br /> , ; <,- , o (I) I1 SHEARINALL SCHEDULE - TYPICAL � � ' 'Y� a �
<br /> - ;� '� � � I I I �� BLKG. �d/ EDGE PIAILING (I I' I I I N w ` Z
<br /> ;; . " ' ` '�� f"; " ' •� ,"�'�; � � .r START NAILS 1 1/2" UP I(I I( PER SHEARWALL SCHED. I FlELD NAIUNG (F.N.) - TYP. �� � �
<br /> �; "�:;% i !� .-;��,, ,�` i�� ';'.' � °' FROM END OF S1UD
<br /> ' '� - �• i�', '' NO NAILS REQ. M � III II II � NAILING AT SILL, I If III ��� �
<br /> : : � ?��i,�
<br /> ', ' � - ;'. �,,`, ,.�:- i'. . � :: I� HEAD, KING dc TRIM STUDS �� POST PER � �• �
<br /> ..,; .: �. . .- �; . ...
<br /> �'�.�. ' -_ ' -_ �� _�.�, �i �� o�� scH�ou� .
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<br /> � �, -�� -����- , 3 " 0i n ii s ii ii ii 1 ii .
<br /> 0� � J � �+ j �i � �q� No�: AT CORNER =�� � N II II � II I I I I �� � �' �' HOLDOWN AND FASTENER SCHEDULE NOTES; � � � � �, ' �
<br /> � � � ' ' �� ( I I I I I I I I I I � �� B LT - SEE 1. HOl.DDO�'3NS SHALL BE AS MANUFACTURED BY THE SIMPSOtd STRO�G-�E CO�1PANY. W � � � .- o ,
<br /> I I I CONDITIOtdS, • • . . F � � cn ,� „ ,
<br /> I � I I � HOLDOVdN STRAP 1�AY ' ' A JL __1 L_ L HOLDOV�J SCHEDULE 2 16d = 0.162 DIA. X 3 1/2 LOtdG. Q o o ,,�� o I �. r • �
<br /> i 3. USE HALF THE REQUI�ED NAILS IN EACH t�EMBER BEING C4NNECTED. A � � o � M �
<br /> �E LOCA"fED AT - n ° 4. SCREIPlS SHALL BE SDS 1/4' DIA. X 2 1/2° AS 1�4ANUFACNRED BY SIl�9PSON STRO�lG-TIE COP�PANY. � � � `' r i ''
<br /> EITHER FACE OF 1}IE FACE NAILS 4 0.148' DlA. X 3" � � � � � � HOLDOWN PER PLAN � .
<br /> � --� � --__�.___�_ � � • BEAM PER PLAN � � 5. HOLDDO�lN ANCNORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE.
<br /> ----� STEM �ALL (12) 0.148 DIA. X 3 �
<br /> 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEAR�,lALL 6. ANCHOR BOLT (dUT SHALt BE FlNGER-11GHT PIUS 1/3 - 1 fY TURN �ITH HAPlD WRENCH, CARE SHALL BE TAKEN TO tdOT OVER-TORQUE 'iHE NUT. a aa
<br /> SCHEDULE FOR SIZE, SPACING, IMPACT WRENCHES SHALL NOT BE USED. w O �
<br /> PLYWOOD/O.S.B. SHEAR PANELS AND EMBED�4ENT 7. HDU HOlDDOE"•�!S SHALL BE INSTALLED CENTERED ALONG THE �eDTii OF THE AITACHED FOST. �
<br /> 8. RE: NOTES SEC110N OS100 "ROU6H FRAMING' FOR THE REQUIRED POST SPECIES AND GRADE. � ^
<br /> � 9. BU�dDLED STt1DS PER DETAIL 18/S1.2. � o ''
<br /> S�•2 10. STRAP ilE HOLDOWNlS. NAiI STRAPS fROM BOTTOM UP. INSTALL ��1TH STRAP �lATE "NO V�ET STCKI�dG". � � . �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0• TYP I C A L D E TA I L F 0 R S H E A R WA L L W/ 11• ANCHOR BOLT HOLD06r�JS SHALL BE AST�!! A307 OR A36 STEEL ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.2 0 � o
<br /> 0
<br /> 60 EXTERIOR HOLDOWN - ELEVATION 7� HOLDOWN AT EXTERIOR � FORCE TRANSFER AROUND WINDOUV OPENINGS 10 FASTENE > � ° �
<br /> ❑ ❑ HOLDOWN �C R SCHEDULE � a
<br /> � � r �
<br /> �
<br /> SHEARINALL SHEARWALL � o � � A � ,
<br /> ADDED STUD FOR ADDED STUD FOR RE: PLAN RE' P�� o W � j U
<br /> HD TYP E H O L D O�;N S H D T Y P E H O L D O W N S S T R A P T Y P E a. � z N
<br /> (COUNTERSINK) HOLDOV,"�I PER PLAN (COUNTERSINK) HQLD04'��I PER STRAP � � �
<br /> ABOVE & BELOt"� FLOOR HOLDOWN PER PLAN RE: PLAN OVER w W � ~
<br /> SAW CUT IN PLY TO
<br /> �
<br /> CL OF STUD � P�N A C C E P T S T R A P A T SHEATHING o s�' w w � �.
<br /> INTERIOR HOLDOWN NAILING HOLDOYrM NAILING R . c� o � a, �
<br /> B E A M P E R PLA N 3) 10d RE: HOLDOY�6iV HOLDOWN SCHEDULE � �
<br /> FLOOR JOISTS/RIM �TYP.) Q SCHEDULE � z � M N w
<br /> FER PLAN � i � • .
<br /> � �
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<br /> u n J ¢ � z • -
<br /> ii ii z � ,
<br /> n n � Z � z
<br /> - �'� � � N � .
<br /> JOIST
<br /> P� P� J � BUNDLED STUOS ¢ �
<br /> p (np•) BLKG. � WALL LINE � �
<br /> PL 5 X 5 X 3 8 ' c� BUNDLED STUDS
<br /> � ,�, RE: HOLDO�"�! w RE: HOLDOt�N ;-� �'
<br /> SCHEDULE SCHEDULE . �
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UIdDER STRAP _`'
<br /> SCHEDULE 10/S1.3 SCHEQULE 10/51.3 JOlST/�EA�A _ R�' P� �� RE: HOLDOVdN SCHEDULE SHEARWALL -
<br /> �� SHEATNING RE: PLAN
<br /> FOR ADDI110NAL INFO. •
<br /> SHEARWAII � PROVIDE 1 5/8" MIN. END NOTE: -• •
<br /> RE: PLAN � . SHEATHING NOT OISTAIdCE FOR STRAPS RE: HOLDOWN SCHEDULE ' .
<br /> PROVIDE 1 5/8 MlN. END SHOWN FOR FOR ADDITIONAL INFO. ,
<br /> DISTANCE FOR STRAPS CLARITY
<br /> SCALE: 3/4' = 1'-0" SCALf: 3/4" = 1'-0" SCALE: 3/4" = t'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 11 TYPICAL HOLDOWON FLOOR TO FL�OR 12 TYPICAL HOLDOWN TO BEAM 13 HOLDOWN DETAIL 14 INTERIOR HOLDOWN 15 EXTERIOR HOLDOWN .
<br /> ❑ ..
<br /> LSTA1� '
<br /> CS16 '
<br /> �1TS12 � � .
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<br /> • f Q � � •, •
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<br /> HOLDOWN PER PLAN MST6� AT INSIDE FACE OF STUDS o •� O
<br /> SEE DETAILS 10 AND 14 TNIS 0.131° DIA. X 3' LONG � ' :
<br /> .
<br /> SHEET 6"O.C. STAGGERED ' ' 0 � � ,��, ;� .
<br /> L1P4 •• -a-► �
<br /> � " � � .
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<br /> FINISH GRADE � -, SEE 5/S6.0 AND BEARING WALL • ,
<br /> ! LTP4 �"i �
<br /> �
<br /> � ��� SCHEDULE NOTE #6. Simpson Strong-Tie •� � �i
<br /> . �,i�: . : � � �
<br /> �I'�� CS16 , Stud to Band Joist � � ;
<br /> ��� �- � . _ A35F � � � ? .
<br /> Z �II��II ;J. • ,
<br /> ' � � r�''-� O
<br /> � . •I. ' PEN STAGGERED two H2.5 O C� � bA
<br /> r � A35F � '� � ' •
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<br /> ' po V d J d. . Q M t J�L T^ r�, o ,
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<br /> ,� I;,I I I,�,I 1,=„ .
<br /> $'� Simpson Strong-Tie �
<br /> SCALE: 3/4" = 1'-0" ��-4n ' Stud ta Band Joist pS418
<br /> SCALE: NONE SCALE 1"=1'-0"
<br /> 16 HOLDOWN AT EXTERIOR PONY WALL 17 NOT USED 1 $ TYPICAL MULTIPLE STUD ATTACHMENT � g NOT USED 20 TYP. HOLDOWN - STUD TO JOIST ' �+ �� �
<br /> ❑ ❑ ❑ ❑
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