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HOLDOWN & FASTENER SCHEDULE (HF STUDS}
<br /> HOLDOWN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> PER PLAN
<br /> PER PLAN HOLDOWN FASTENERS CL HDU IN STUD CL HOLDQWN IN STUD TYPE DIAMETER (MINIMUM) o
<br /> , ,; ,, , , , , STEM THICKENED STEM THICKENED r-,
<br /> 2X4 WALL 2X6 WALL FOOTING SLAB CO
<br /> AND WOOD STUDS PER STRAP STRAP °'
<br /> PLAN AND HOLDOWN °
<br /> SCHEDULE ° Syy CSt6 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> ° EMBEDMENT
<br /> ° PER SCHEDULE �
<br /> EMBEDMENT Q PARTIAL PLAN: SNEARWALL WITH FORCE TRANSFER MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. z �
<br /> PER SCHEDULE °
<br /> ,�, SCALE: 3/8'� = 1'-0>, T °' ^
<br /> , \ � � ��,
<br /> � � .
<br /> '.���.�� a . " . c':II Q . :. a.a ., z I��. .6 a .. FRAMING AT PANEL EDGES MST48 �2� 2X4 �2� 2X6 �34� 16d N.A. N.A. - N.A. - N.A. 4�.15�S1.3 � � '
<br /> a �° . ��� d �° " - = a II � 4 °° PER SHEARWALL SCNEDULE � �
<br /> � �• � d ' Q a � � d o 4 . ° � �i_i { � d d ' � . d . ° _ � � O
<br /> 4 4 . . d Q a � . °.. ° .� _ °� "a a � �.;�) I � °�� Q � ,� �Q d - — — — — — — — MST60 2 .4 2X6 16d N.A. N.A. - N,A. N.A. u� � � .
<br /> i
<br /> � � . . . . ..
<br /> (Z) X (2 (48)
<br /> #4 CONT. ,. � � � � . �' � �—� I I a � �� Q — — � � �
<br /> a Q � AN ROD ,�, � _ _ � � a
<br /> <� 4 �� � DIAMETER PER s �
<br /> ' � °' Q � a, � `? � °� a c, ' � Q . � a �,, � � CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. - N.A. - N.A. � +�
<br /> a�� �. - . . .a �. w - a SC ULE �
<br /> HED
<br /> a ° . Q d . � �=� a a CS16EX 48'RHEAD SILL � � --�
<br /> PANEL EDGE NAILWG (P.E.N.)
<br /> � � � � � � � NUT�WASHER`NUT I II WI (44� 10d NAILS I I) ALL EDGES OF ALL SHEETS CMSTl2 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. W r �
<br /> , ° e� �' , o � �' � e� � PER SHEARWALL SCHEDU�E �
<br /> 00 ��, -i i i—�� �o � E i i—i� i i i—i� c, U.N.O. PER PLAN � � c�t
<br /> - ,.
<br /> &,� � =I I I= � �w �� � ,;,� � �= I I,;, I I= NOTE: � BLKG. W/ EDGE NAILING I I PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) lOd STRAP N.A. - ���� _ 8�� RE; � � n
<br /> _, , ,
<br /> R E I N F O R C I N G N O T PER SHEARWALL SCHED. POST PER PLAN OR (2) 2X STUDS 1, 2/S 1.3 +� � � �
<br /> SHOWN FOR �( � DGE NAILING AT SILL, ` AT ENDS OF SHEAR WALLS. U � °�
<br /> A: STRAP TYPE B: HQ TYPE CLARITY HEAD, KING & TRIM STUDS (6) SDS � �`?
<br /> I _ � HDU2-SDS2.5 (2) ZX4 (2) 2X6 �f4X2 1/2" 5�8 11" 6" ,T�, o co �
<br /> � o� o
<br /> SCALE: 3 f 4" = 1'-0" SCALE; 3/4" = 1'-0" POST & HOLDOWN PER (10) SDS
<br /> �1 E X TE R I 0 R N 0�D 0 WI� 2 S E C T 0�1 � I ( ~ ( (( (( HOLDOWN SCHEDULE HDU4-SQS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2° 5�8 11" 6" ?
<br /> � N ; � ,
<br /> I I 14 SDS ' �` '� ' Y
<br /> �`- IT �-I- �- � -"- HDUS-SDS2.5 (2) 2X4 (2) 2X6 � � �= 5/8" ROD & 11" RE: 6" RE: . , U
<br /> HOLDOWN PER PLAN 1/4X2 1 j2 NUT/WASHEft NUT 2,12/S1.3 ' �
<br /> , �
<br /> j , ,
<br /> (20) SDS PER 2/S1.3 ' ;
<br /> 4X PER PLAN � Q � — _ - - - - — � HDU8-5QS2.5 4X4 4X6 1/4X2 1�2>, 7/8" 11" g» �.....:..., ... ,._.: .... >
<br /> Q
<br /> W —
<br /> . . MSTC48B3 1/4X21/2' S �
<br /> = STAGGER NAILING AT PLYWOOD JOINTS
<br /> I HDU11-SDS2.5 4X6 6X6 � 1 16' g" ' �
<br /> X � HEADER PER PLAN - ���rl �
<br /> Q �� � W� (44)48�°�H�AD�SILL � � ) » » » �, ��� o .
<br /> . .
<br /> • • 36 SDS RE: ti ��
<br /> HOLQQWN • - HDU14-SDS2.5 4X6 6X6 » 1 16 � �
<br /> � PLYWOOD SHEATHWG PER 1 4X2 1 2 2,12/51.3 � ,�,
<br /> PER PLAN � o U.N.O. PER PLAN � f
<br /> � � SHEARWALL SCHEDULE - TYPICAI � � ' a �
<br /> CL OF STUD o z � BLKG. tN/ EDGE NAILING I I ( - - �, ��, • - � �r Q
<br /> HOLDQWN FASTENERS � START NAILS 1 1/2" UP � PER SHEARWALL SCHED. FIELD NAILING (F.N.� - TYP. MSTC48B3 (2) 2X4 2 2X6 RE; o ,�
<br /> AND WOOD STUDS PER � � FROM END OF STUD � � (12) 10d FACE, (4) 10d BOTTQM, (38) 10d STUDS/POST 7�S1.3 `r���y � ���
<br /> PLAN AND HOLDOWN ° NO NAILS REQ.
<br /> l I DGE NAILING AT SILL, I ( I �
<br /> SCHEDULE o ° EMBEDMENT HEAD, KING & TRIM STUDS POST & HOLDOWN PER
<br /> o PER SCHEDl1�E
<br /> _ HOLDOWN SCHEDULE HOLDOWN AND FASTENEft SCHEDULE NOTES; ��
<br /> (
<br /> o � " MIN. �Q �g 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRQNG-TIE COMPANY.
<br /> �•�• J II ( I 9 M��' S� S1. 2. 16d = 0.162° DIA. X 3 1/2" LONG.
<br /> �
<br /> �• < N I II - 3. USE HALF THE REQUIRED NAILS IN EACN MEMBER BEING CONNECTED. �.
<br /> °� ° � : . a i a - E �
<br /> � a;. .— — .�� --=' � —. ... Q _
<br /> d � � HOLDOWN BOLT SE •> > w cD �
<br /> ° Q: �..a a�Qa . 4 � � :: � � � � � � � HOLDOWN SCNEDULE 4. SCREWS SHALL BE SDS 1/4 DIA. X 2 1/2' AS MANUFACTURED BY SIMPSON STRONG TIE COMPANY. ¢ � ,� o •
<br /> ,�.��a .4 . , . 5. HOLDDOWN ANCHORS SHALL BE SECURED W PLACE PRIOR TQ PLACING CONCRETE. Q \ o N
<br /> °— _ �_ � �g �° II O 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. o N `� �
<br /> A a � � � � � ° FACE NAILS (4} Q.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. �
<br /> _i ' i_ , .
<br /> '!'—'-' (12) 0.148" DIA. X 3° BEAM PER PLAN 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTN OF THE ATTACNED POST. � �
<br /> I I,-,I I I- ( (,;,I I= 2 7/8 PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION 06100 ROUGH FRAMING FOR THE REQUIRED POST SPECIES AND GRADE. � p
<br /> PLYWOOD O.S.B. SHEAR PANELS SCNEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18/S1.3.
<br /> � AND EMBEDMENT 1Q, STRAP TfE HOLDOWNS. NAIL STRAPS FRQM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING".
<br /> HD TYPE � 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. �
<br /> �
<br /> �
<br /> SCALE: 3/4" _ �'-a" SCALE: 3/4" _ �'-o" SCALE: 3/8° _ �'-o" TYP I�A� D E TA I� F 0 R S N E A R WA I�� W/ 2 �
<br /> 0 0
<br /> 60 I�1TER OR NQ�DOW�I 70 NO�DOWI� AT EXTER �R 0 FORCE TRA�ISFER AROUf�D W �1DOW OPEf� �1GS 10 HO�DOW�I �c FASTE�IER SCHEDU�E � � �
<br /> � �
<br /> � �
<br /> � � �
<br /> SHEARWALL SHEARWALL � �
<br /> RE: PLAN '-
<br /> �, RE: PLAN m �¢
<br /> ADDED STUD FOR ADDEQ STUD FOR �
<br /> ND TYPE HOLDOWNS HD TYPE HOLDOWNS STftAP TYPE �- STRAP ^��� �
<br /> COUNTERSINK H4LDOWN PER PtAN COUNTERSINK HOLDOWN PER PLAN HOLDOWN PER `_ �
<br /> � � ABOVE & BELQW F�OOR � � SAW CUTIN PLY TO RE: PLAN OVER d - � �
<br /> - = CL OF STUD = = PLAN ACCEPT STRAP AT SHEATHING w �
<br /> _ _ BEAM PER PLAN (3) 10d INTERIOR - HOLDOWN SCH DULEE� NOI DOWN SCH DULRE: � �
<br /> _ = FLOOR JOISTS/RIM - _ (TYP.) Q Q z i �
<br /> PER PLAN � c
<br /> � � (
<br /> �I
<br /> � �
<br /> �� z � z �
<br /> �� w <c w ¢ '
<br /> � I) � � � �
<br /> II � o �- O
<br /> � z � z �
<br /> c�n � � � �
<br /> JOISTS Q�
<br /> _ _ (ER }LAN ¢ BUNDLED STUDS ¢ BUNDLEQ STUDS � �j
<br /> TYP. BLKG. � WALL LINE � a • � �
<br /> _ - P�. 5 X 5 X 3 f 8" w RE: HOLDOWN �,
<br /> = SCHEDULE RE: HOLDOWN
<br /> - = SCHEDULE
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP � o
<br /> SCHEDULE SCNEDULE MULT. JOIST/BEAM U.N.O. RE: PLAN OVER RE: PLAN � l
<br /> RE: HOLDOWN SCHEDULE SHEARWALI.
<br /> PER PLANS SHEATHING FQR ADDITIONAL INFO. W � �
<br /> SHEARWALL � PROVIDE 1 5/8" Miu. ENQ NOTE: � �
<br /> SHEATNING NOT RE: HOLDOWN SCHEDULE �
<br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR AQDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY � Q,�
<br /> SCAL.E: 3/4" = 1'--0" SCAL�: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3�4" = 1'-0" � �
<br /> 11 TYPICA� HO�DOW�J F�L.00R TO F�OOR 12 TYPICA� HO�DOW�I T� BEANI 13 HO�DQW�1 DETA � 14 15 EXTER OR NO�D0�1�1 � �
<br /> ❑ ❑ � [� I�TERIOR HO DOW�1 �
<br /> 4� �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N, � �
<br /> � STRAP TYPE STRAP TYPE � �
<br /> I � '
<br /> �� o �c �
<br /> � � � .
<br /> INSTALL WASHERS ° P,E.N. � �
<br /> BETWEEN BOLT NUTS & PL.N.
<br /> WOOD & SNUG TIGHT BOLT TYPE F,N. P.E.N. � l
<br /> - - ALT. LOCATION ADD STUD IF NO PLN. �,/ O
<br /> _ - 1Qd Q 6"O.C. STAGGERED � EXTERIOR A.P.A. SHEATHING �n Q'°�
<br /> ALT. LOCATIONS V 1 �„� �
<br /> _ - PER PLAN (.148"DIA. X 3" LONG) �
<br /> �.- - NOTE: NAILING NOTATIONS: � }'
<br /> - � SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEL EDGE NAILING �
<br /> - � NAILING DETAILS
<br /> _ _ ;� PL.N. - PLATE NAILING � 1 •r-+
<br /> _ PER SCHED. - F.N. - F.N. - F.N.
<br /> F.N. = FIELD NAILING *�
<br /> STRAP TYPE P.E.N. P.E.N. � � �
<br /> BOLT TYPE � �
<br /> _ PL.N. PL.N. � � �
<br /> • . ° a :v . . .
<br /> a Q . ° Q � �°_� � �
<br /> v
<br /> �D . ' ' � . . . .' ( .. D a .: ° _ . _. � PEN STAGGERED ° o � o - �- �� --- .._ � � 3+'-�-�
<br /> a . �.
<br /> v �v ._ ' Q � 9 �T�
<br /> ° a . . � �� °. o . v PL.N. P.E.N. � P.E.N, !�-� W
<br /> ° a . . . .
<br /> a oi � . _ . .
<br /> . NOTE: NQTE:
<br /> o. .". . _ Q . . ° ° � HOLDOWNS aND STUD QTY. TO BE NAILING SHALI� BE PER PLAN .
<br /> �- a. o a � � PER PLAN AND SCNEDULE. AND SHEARWALL SCHEDULE.
<br /> SCA�E: 3/4" = 1'-0" SCALE: NONE SCALE: 3/4° = 1'-0" SCALE: 3/4" = 1'-4" �
<br /> 16 NOT USED 17 SECT ON � g TYPfCA� MU�TlP�E STUD �TTACHN1E�lT 19 HO�DOW�1 P�ACE�IE�ITS 20 STRUCT�RA� V�1A�� Ii�TERSECTI0�1S • .
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