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HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> NOLDOWN
<br /> HOLDOWN PER PLAN HARDWARE WOOD MEMBER/POST FASTENER ROQ ANCHOR �MBEDMENT STEM DETAIL �
<br /> PER PLAN TYPE DIAMETER (MINIMUM) o
<br /> CL HDU IN STUD CL HOLDOWN IN STUD > STEM THICKENE� STEM THICKENED
<br /> � HOLDOWN FASTENERS � ��� � -,w� � ��� � �� „ � �-� � •," �° 2X� WALL 2X6 WALL �
<br /> AND WOOD STUDS PER �°° STRAP STRAP FOOTING SLAB �,
<br /> PLAN AND HOLDOWN ° ,°� c
<br /> � SCHEDULE ° Syy _ CS16 2X4 2X6 (26) 8d N.A. N.A. - N,A. - N.A. �
<br /> ° EMBEDMENT
<br /> EMBEDMENT � o PER SCHEDULE °°° �j �
<br /> PER SCNEDULE ° PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER MST37 (Z) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. � � '
<br /> _ � SCALE: 3/8° = 1'-0" � �
<br /> '�'',' , _ a : :
<br /> ' d :II � w �:�� . ` FRAMING AT PANEL EDGES MST48 (2} 2X4 (2� 2X6 (34� 16d N,A. N.A. - N.A. _ N� RE• � �
<br /> . a . . . : d �. .
<br /> .
<br /> a . 4Q a�� a . �� �°� " — = Q.II � d� � .° � °°. PER SHEARWAI.L SCHEDULE , 15/S1.3 0 �
<br /> � . � . . . . — .
<br /> ' ° a �° ° � � a w — — 4 � o ,
<br /> . —
<br /> ° Q ° e' � � ° q � d� Q��a = � I I.—, ����� �� ° . Q o ,� ' �° " � MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. � � �
<br /> #4 CONT. � � . � � � �' � . .. �. e�' '- �—i . C�rR � — — _ — — � � �
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<br /> Q a o II a ; . AN ROD W � � m
<br /> `° °� a. � � `° °� Q. � � � o ��Q � � . DIAMETER PER = _ � - - � c�t
<br /> . f
<br /> � � � � ° °t SCNEDULE ` CMST14 4X6 (2) 2X6 (66� 16d N.A. N.A. N.A. N.A. � �
<br /> � a � . . . . � a�� � _ .. a . , eR � a�
<br /> . . ,� _ HEADER P PLAN �,
<br /> a . , � �� PANEL EDGE NAILING (P.E.N.) � +�
<br /> Q �� Q i �—� a 4� .. �� I CS16 X 48 HEAD/SILL ` ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. W � �
<br /> `� � � � � �e � NUT/WASHER/NUT f (I W/ (44) 10d NAILS II II � �
<br /> 0 0 �' e� o � �
<br /> w� � —� � i—!' � �o —i i i—i� �i i� o U.N.O. PER PLAN PER SHEARWALI� SCHEDULE T o
<br /> �o o �� I I,;,I I I= ��� �� ��,;;) ( �- I I,;,I I I= NOTE: � � BLKG. W/ EDGE NAILING I PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) 10d STRAP N.A. - �¢�° _ 8» RE: � v �
<br /> PER SHEARWALL SCHED.
<br /> R E W F O R C I N G N O T P O S T P E R P L A N O R (2} 2 X S T l 1 D S 1, 2/5 1.3 U � �
<br /> A: STRAP TYPE B: F{D TYPE SHOWN FOR f I� DGE NAILING AT SILL, I AT ENDS OF SNEAR WALLS.
<br /> CLARITY HEAD, KING & TRIM STUDS HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�� 11" 6" � o co
<br /> - � o �
<br /> — U� � �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-Q" POST & HOLDOWN PER
<br /> � I (I (r ( HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 ��0) SDS 5�8,� 11" 6" ` '
<br /> 1� EXTER OR HO�DOW�1 2� SECTION N . I I ,�4X2 �i2�� � � �— Y« ,`
<br /> ;
<br /> . _JJ� � � �L ��� � �L (14) SDS
<br /> _ _ HDUS-SDS2.5 (2) 2X4 (z) 2X6 1/4X2 1/2" ��8 ROD & 11" RE: 6" RE: i U ,
<br /> HOLDOWN PER PLAN NUT/WASHER NUT 2,12/51.3 ' ''
<br /> 4X PER PLAN ---- — — -- — — — — (20) SDS „ PER 2/S1.3 ,
<br /> � .
<br /> o HDU8-SDS2.5 4X4 4X6 1/4X21/2" ��8 ��� 8 `
<br /> W � � . � '
<br /> ---
<br /> = STAGGER NAILING AT PLYWOOD JOINTS (30) SD5 �
<br /> ` HDU11-SDS2.5 4X6 6X6 1" 16" 8"
<br /> �' MSTC48B3—�-�� ( NEADER PER PLAN 1/4X2 1/2" , S -���� `
<br /> :: �
<br /> .
<br /> � � jt7 0
<br /> � ¢ • • I I ( CS16 X 48" HEAD/SILL (( I 1 � �
<br /> 36 SDS » „ „ RE: ,� ti ��'�''�a
<br /> HOLDOWN o W/ (44) 10d NAI�S �
<br /> � PLYWOOD SNEATHING PER HDU14-SDS2.5 4X6 6X6 � 1 16 8 '�
<br /> PER PLAN o0 o U.N.O. PER PLAN I 1/4X2 1/2' 2,12 f 51.3 � � ,
<br /> . HOLDOWN FASTE � �L OF STUD o � �I� I � I f I ( SHEARWALL SCHEDULE - TYPICAL R : � o r, a o
<br /> � BLKG. W EDGE NAfLWG ' �.
<br /> N E R S S T A R T N A 1 L S 1 1 2 U P P E R S H E A R W A L L S C H E D. F I E L D N A I L I N G (F.N.} - T Y P. � �,
<br /> AND WOOD STUDS PER � ° � M S T C 4 8 B 3 (2) 2 X 4 (2) 2 X 6
<br /> p FROM END OF STUD 'I ! D G E N A I L I N G A T S I L L, I (1 2) 1 0 d F A C E, (4) 1 0 d B O T T O M, (3 8) 1 0 d S T U D S/P O S T
<br /> , P L A N A N D H O L D O W N N O N A I L S R E Q. 7/S1.3 `��?�y �g, �
<br /> SCHEDULE ° EMBEDMENT HEAD, KING & TRIM STUDS POST & HOLDOWN PER `�bk�
<br /> ° PER SCHEDULE � ( - ( HOLDOWN SCHEDULE HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o � ;: M�N• 10 19 1. HOLDOWNS SHALL BE AS MANUFACTl1RED BY THE SIMPSON STRONG--TIE COMPANY.
<br /> J ( (� I� 9 M��• S1. S1. 2. 16d = Q.162" DfA. X 3 1/2" LONG.
<br /> 4 a �. . a . 4 v' I II I 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEWG CONNECTED. �
<br /> d .= a_ — :}j- = —. ....a �� HOLDOWN BOLT - SEE 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1 j2" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. � � ,� o
<br /> ° ° I HOLDOWN SCHEDULE �
<br /> � . ' ' d �� °� � a :I�IQ° a' Q . —`-'— � � � � I � 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIQR TO PLACING CONCRETE. Q N � N
<br /> ,'—.- ��= — � � •� ° I) I I 6. A N C H O R B O�T N U T S H A L L B E F I N G E R-T I G H T P L U S 1/3 - 1/2" T U R N W I T H H A N D W R E N C H. C A R E S HALL BE TAKEN TO NOT OV E R-T O R Q U E T H E N U T. � o �
<br /> � � � � •° FACE NAI�S (4) 0.148" DIA. X 3" � �. IMPACT WRENCHES SHALL NOT BE USED. � � �
<br /> I_I,I I I I� I 4,!' I I I (12) 0.148° DIA. X 3" BEAM PER PLAN 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. REU NOTES�SECTION�06100 f ROUGH FRAMINGREFORLTHE REQU RIEDHPOSTTSPECIES AND GRADE. ,.�-, p
<br /> P�YWOOD O.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, 9, BUND�ED STUDS PER DETAIL 18/S1.3. �' �'
<br /> � AND EMBEDMENT 1Q. STRAP TIE HOLDOWNS. NA1L STRAPS FROM BOTTOM UP. WSTALL WITH STRAP MATE "NQ 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" = 1'-0" SCALE: 3/4" = 1'-Q" SCALE: 3/8° = 1'-0" TYP C A� D E TA f� F 0 R S N E A R WA L� W/ o �
<br /> 0
<br /> �
<br /> � �1TERIOR HO�DOW�I � HO�DOW�1 AT EXTERIOR 8 FORCE TRA�ISFER AROUND WINDOW OPENI�IGS 10 HO DOWf� �c FASTEf�ER S � � -
<br /> ❑ C� � CHEDU�E �
<br /> � �
<br /> SHEARWALL SHEARWALL � �
<br /> RE: PLAN RE: PLAN '= Q
<br /> ADDED STUD FOR ADDED STUD FOR — — m v
<br /> HD TYPE HOLDOWNS HD TYPE HOLD4WNS STRAP TYPE � �
<br /> COUNTERSINK HOLDOWN PER PLAN HOLDOWN PER PLAN ,-
<br /> ( ) (COUNTERSINK) HO�DOWN PER SAW CUT IN PLY TO �- R�: PLAN OVER � �
<br /> ABOVE & BELOW FLOOR
<br /> � - = CL OF STUD = = PLAN ACCEPT STRAP AT SHEATHING u �
<br /> - - - = INTERIOR HOLDOWN NAILING RE: NOLDOWN NAILING RE: o_
<br /> _ _ _ _ BEAM PER PLAN (3) 10d HOLDQWN SCHEDULE HOLDOWN SCHEDULE �
<br /> - - � FLQOR �IOISTS�RIM - _ (TYP.) � � � -
<br /> - _ - _ ¢ a � � ;Z
<br /> PER PLAN � �
<br /> � �
<br /> �-�- — -
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<br /> �f II � � � �
<br /> fl . . . . . . . . .
<br /> II . . . . . . . .
<br /> � � .� � � �,
<br /> JOISTS N � N � _ �
<br /> - = PER PLAN Q BUNQLED STUDS � ¢ L�
<br /> - = (TYP.) — BLKG. � WALL LINE � � BUNDLED STUDS �
<br /> ' _ PL. 5 X 5 X 3/8" � SCH DO LDOWN W RE: HOLDOWN � �
<br /> - - SCHEDULE �
<br /> WOOD POSTS PER FASTENERS PER STRAP � � .
<br /> SCHEDULE BEND STRAP UNDER RE: PLAN OVEft SHEARWALL
<br /> SGHEDULE MULT. JOIST/BEAM U.N.O. d RE: HOLDOWN SCHEDULE � �
<br /> PER PLANS SHEATHING FOR ADDITIONAL INFO, RE: PLAN
<br /> NOTE: 4�
<br /> SHEARWALL SHEATHING NOT � PROVIDE 1 5/8" MIN. ENQ RE: NOLDOWN SCHEDULE � �'°� ,
<br /> RE: PLAN � PROVIDE 1 5 8° MIN. END DISTANCE FOR STRAPS I�--I
<br /> / SHOWN FOR FOR ADDITIONAL INFO. .
<br /> DISTANCE FOR STRAPS CLARITY Q�
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" -= 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � �
<br /> 11 TYP CA� HO�DOW�I F�OOR TO F�OOR `12 TYPICA� NO�DOW�I TO BEA�1 13 NO�DOW�1 DETA � 14 I�TERIOR HO�DOW�I 15 EXTERIOR NQL�.DaW�I � �
<br /> . � � ❑ ❑
<br /> '�
<br /> - ALT. LOCATION BOLT TYPE P.E.N. F.N. F,N. � �
<br /> STRAP TYPE STRAP TYPE � 0 '
<br /> � , � �
<br /> ` . . �O O. . .. .. . >C .. . .... . . . . ... . . . . ��
<br /> � � ��
<br /> INSTALL WASHERS �
<br /> P.E.N. � �
<br /> BETWEEN BO�T NUTS &
<br /> WOOD & SNUG TIGHT BOLT TYPE ��N
<br /> F.N. P.E.N. l
<br /> _ _ ALT. LOCATION l ADD STUD IF NO PL.N, C,�/ �
<br /> _ _ 10d C� 6"O.C. STAGGERED EXTERIQR A.P.A. SHEATHING � �
<br /> (.148"DIA. X 3" LONG) ALT. LOCATIONS
<br /> r--1 �''
<br /> �
<br /> _ _ PER PLAN NOTE: NAfLING NOTATIQNS: �"'
<br /> , _ = SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEL EDGE NAILING � � �
<br /> - - PER SCHED. NAILING DETAILS F N PL,N, = PLATE NA{LING F.N. F.N. � � �
<br /> - - F.N. = FIELD NAILING �� �T� �
<br /> BOLTT YPEE P.E.N. P.E.N. � �� CC�
<br /> , PL.N. PL.N. � � r '
<br /> � � . oa . a � .
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<br /> � a o . a a o Q o �� I—i �
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<br /> � ° a D PEN STAGGERED � , � � �
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<br /> .� P '�. '' . � � � �� I-P '. . � v. �.. �a �. � PL.N. �T� �
<br /> . v .. . a . o . P.E.N. P.E.N. � F�i W
<br /> � . . . . � C . . . . . . . .. .
<br /> , a . . � V J.I ' ' . � ..
<br /> NOTE: NOTE:
<br /> HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> • pv
<br /> �� a. ;� Q 4 .. � AND SNEARWALL SCHEDULE. � ,
<br /> PER PLAN ANQ SCHEDULE.
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> � 16 NOT USED 17 SECT 0�1 18 TYPfCA� N1�I�TIP�E �TUD ATTACH�IE�IT 19 NO�DOW�! P�ACENIE�ITS 20 STRUCTURAL WALI� �1TERSECTIONS • �
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