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HOLDOWN & FASTENEft SCHEDULE (HF STUQS}
<br /> HOLDOWN P�RDPWAN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL �
<br /> PER PLAN ``„ TYPE DIAMETER STEM THICKENED STEM THICKENED �MINIMUM) o •
<br /> ' ` ' 2X4 WALL 2X6 WALL FOOTING SLAB CO
<br /> C D N STUD CL HOLDOWN IN STUD M�� ,f„ ;, , „ , , �
<br /> HOLDOWN FASTENERS
<br /> , ; . ..
<br /> AND WOOD STUDS PER STRAP STRAP
<br /> PLAN AND HOLDOWN ° � .
<br /> ' SCHEDU�E ° SW CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. r
<br /> ° EMBEDMENT
<br /> EMBEDMENT � a PER SCNEDULE �j °;
<br /> PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER -�
<br /> PER SCHEDULE ° MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. z �
<br /> J SGALE: 3/8" = 1'-0" — � �
<br /> }IE�.� � . , ° :II a w f . a MST48 O 2X4 O 2X6 O 16d N A N A - N A - N A
<br /> . aa. . � f v �'� °� 4 �
<br /> . . .. FRA ING AT PANEL EDGES , . . , , , , . �
<br /> 0 .
<br /> °° � II �� ' — _ �� - . � °Q. � PER SHEARWALL SCHEDULE 2 2 4, 5/S1.3 0 �
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<br /> a a � � 4 O d d � . Q a d S � �-� .I) Q. � Q . .. . . . .. . . .. .. . . . �
<br /> #4 CONT. � � ` � d — — _ — — — — — — MST60 (2� 2X4 (2) 2X6 (48) 16d N.A, N.A. - N.A. - N.A. U7 � �
<br /> .� . . ;. _ � . ° ° � � �
<br /> . Q . . Q Q '—� .I' � .. Q . ANCOR ROD W � - — — � � o
<br /> `` � � a '�c� .`° '� ° ��a� ' o ��° ' °" °' D HEDUEEPER - - �
<br /> . � _
<br /> ._ . CMST14 4X6 (2� 2X6 (66) 16d N.A. N.A. N.A. N.A. � �
<br /> .o� . . � m .
<br /> � d. � . Q w - � , ° HEt�DER PER PLRN PANEL EDGE NAILING (P.E.N.) � �
<br /> � a ° i �-� a 4 .. CS16 X 48 HERD/SILL � ,� � --�
<br /> ,
<br /> � ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. N.A. N.A. �
<br /> o � `� � � � � NUT/WASHER/NUT �( W/ (44) 10d �I�kILS I I I � �
<br /> o � �' � , � � � � �' � PER SHEARWALL SCHEDULE H
<br /> 0o i i i—i � oo —i i i--�� —i i i—i� o U.�J.O. PER PLAN � o
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<br /> � �� �I���' - ��� I- —) I I= NOTE: � ' I BLKG. W/ EDGE NRILING I I I PLACE EDGE NAILS INTO STHD14 (2) 2X�- (2) 2X6 (30) 10d STRAP N.A. 14° 8» RE: � � �
<br /> �o�s �� 9�a$ �� _�;, _��,
<br /> REINFORCENG NOT PER SHEARWALL SCHED. POST PER P�AN OR (2) 2X STUDS 1, 2/51.3 _,_. � �
<br /> � A: STRAP TYPE B: HD TYPE SHOWN FOR � � DGE NAILING AT SILL, I I AT ENDS OF SHEAR WA�LS. � � �
<br /> CLARITY HEAD, KING & TRIM STUDS MDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11" 6" � o �
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<br /> SCALE: 3/4° = 1'-0" SCALE: 3 j4" = 1'-0" POST & HOLDOWN PER {10} SDS �
<br /> � ( ( (� ( (I I I f � I HOLDOWN SCNEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�g 11" 6" z� ,
<br /> �] EXTERIOR HO DOW�1 2C� SECTIO� N � . : E-- ; ::
<br /> 14 SDS „ , , ' � l <
<br /> .
<br /> I � � _I HDUS-SDS2.5 (2) 2X4 (2) 2X6 1�4X2 1 f 2„ 5�g ROD & 11' RE: 6' RE: � ; v ; ` �<
<br /> T H O L D O W N P E R P L A N N U T/W A S H E R N U T 2,1 2/5 1.3 � �
<br /> 4X PER PLAN — — — — — — — — — (20) SDS PER 2/S1.3 „ ,
<br /> .' � � h'�� ��.4�
<br /> —��_ o � � � HDU8-SDS2.5 4X4 4X6 1/4X2 1/2» 7�8" 11�� 8» ;.. >, .... .,.. .� . : ..... . �.� � .:,.<,
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<br /> ' ° _ �_ STAGGER NAILING AT PLYWOOD JOINTS (30) SDS �
<br /> "' � � MSTC48B3 ( HDU11-SDS2.5 4X6 6X6 1 4X2 1 2" 1" 16" 8° S � �
<br /> ,� HEADER PER PLAN � � � ��.�(rr1 �
<br /> CS16 X 48" HEAD/SILL � �
<br /> HOLDOWN o I I W/ (44) 10d NAILS I I I {36) SDS RE: ti ���
<br /> PER PLAN �o o U.N.O. PER PLAN PLYWOOD SHEATHING PER HDUI4-SDS2.5 4X6 6X6 1/4X2 1/2" 1" 16" 8 2,12/S1.3 ��, . • � ;�
<br /> CL OF STUD d- a I SHEARWALL SCHEDULE - TYPICA� '
<br /> o z �I I B�KG. W/ EDGE NAILING I I(( � � �� � Z
<br /> HOLDOWN FASTENERS START NAILS 1 1/2" UP � PER SHEARWALL SCHED. FIELD NAILING (F.N.) - TYP. M S T C 4 8 B 3 (2� 2 X 4 (2) 2 X 6 (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 RE: �o ro
<br /> 7fS1.3 �7�y � ��
<br /> A N D W O O D S T UDS PER � � FROM END OF STUD �I I I� DGE NAILING AT SILL, ( I I �
<br /> - PLAN AND HOLDOWN ° NO NAILS REQ.
<br /> SCHEDULE — o ° EMBEDMENT I HEAD, K1NG & TRIM STUDS POST & HOLDOWN P�R ��
<br /> � � HOLDOWN SCHEDULE
<br /> o PER SCHEDULE II — (I HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o " MIN. �p �g 1. HOLDOWNS SHALL BE A5 MANUFACTURED BY THE SIMPSON STRONG-TfE CQMPANY.
<br /> � I� f I 9�� ���� S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> a . � � a :_a � . a � I I f � _ 3. USE HALF TNE REQUIRED NAILS IN EACN MEMBER BEING C�NNECTED. � �
<br /> e .�-- Q� .— — HOLDOWN BOLT SEE , 1 4" DI G-TIE COMP � �
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<br /> ° ° Q � �a a . � � � � Q HOLDOWN SCNEDULE 4 SCREWS SHAL� BE S S / A. X 2 1/2" AS MANUFACTURED BY SIMPSON STRO . �; � � o
<br /> . • ' D N ANY
<br /> � � . ' �' � , . d�;I�Ia a� � . . Q �. . . : � ' ' . . . I.. � � � . � � 5. HQLDDOWN ANCHORS SHALL BE SEGURED IN PLACE PRIOR TO PLACWG CONCRETE. q \ � �
<br /> • °=- •� � • � �. �•�� � ° 6 - HT PLUS - /2" TURN WITN HAND WRENCH RE SHA�L BE TAKEN TO NOT OVER-TORQ E THE NUT �o �
<br /> ,--,- — • II I) . ANCHOR BOLT NUT SHALL BE FINGER TIG 1 f 3 1 , CA U . �
<br /> � ... .. . ..�..— �
<br /> � Q . � ° FACE NAILS (4) OJ48" DIA. X 3" � $ fMPACT WRENCHES SHALL NOT BE USED. � �
<br /> -i i i—i � —i i i=i � » » BEAM PER PLAN 7. HDU HOLDOWNS SHALL BE INSTALLED CENTER�D ALONG THE WIDTH OF TNE ATTACHEQ POST. � �
<br /> ( I,;,I ( I= I I,=,( ( I= (12} 0.148 DIA. X 3 2 7 f 8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTIQN 06100 "ROUGH FRAMING" FOR TNE REQUIRED POST SPECIES AND GRADE. d p
<br /> PLYWOOD O.S.B. SHEAR PANELS S C H E D U L E F O R S I Z E, S P A C I N G, 9. B U N D L E D S T U D S P E R D E T A I L 1 8/S 1.3.
<br /> � AND EMBEQMENT 10. STRAP TIE NOLDOWNS. NAIL STRAPS FROM 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 /> 0
<br /> � - � �� " - ' " � ° TYPfCA� DETAI� FOR SHEARWAL� W/ �
<br /> SCALE: 3 4' - 1 -0 SCALE: 3/4 - 1 -0
<br /> / SCALE: 3 8" = 1 -0" o �;
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<br /> 6 �JTERIQR NO�DOW�1 07 NOLD�W�I AT EXTER OR 80 �ORCE TRA�ISFER ARQUf�D W NDOW OPE�I �1GS 10 NO�DOW�1 � �ASTE�IER SCHEDU�E ' �
<br /> �
<br /> �
<br /> SHEARWALL SHEARWALL � �
<br /> RE: PLAN
<br /> RE: PLAN � U
<br /> ADDED STUD FOR ADDED STUD FOR �
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE
<br /> (COUNTERSINK HOLDOWN PER PLAN HQL.DOWN PER P�AN STRAP �
<br /> � AB9VE & BELOW FLOOR (COUNTERSINK) NOLDOWN PER SAW CUTIN PLY TO RE: PLAN OVER � � .
<br /> � • - = CL OF STUD = = PLAN ACCEPT STRAP AT SHEATHING w �
<br /> - _ = BEAM PER PLAN INTERIOR HOLDOWN NAILING RE: HOLQOWN NAILING RE: a. �
<br /> � _ _ � (3) 10d HOLDOWN SCHEDULE � : HO�DOWN SCNEDULE : :
<br /> - _ . C7
<br /> _ = FLQOR JOISTS/RIM _ _ (TYP.) � Q O � �
<br /> PER PLAN � �,
<br /> � �
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<br /> JOISTS � � _ � �C
<br /> - = PER PLAN �
<br /> BLKG. � WALL LINE � BUNDLED STUDS � �
<br /> . _- (TYP.) a c� BUNDLED STUDS �,� � �
<br /> - = PL. 5 X 5 X 3/8° u., RE: HOLDOWN
<br /> - = SCHEDULE W RE: HOLDOWN , � �
<br /> WOOD POSTS PER STRAP SCHEDULE
<br /> FASTENERS PER �END STRAP UNDER � o
<br /> SCHEDULE SCHEDULE RE; PLRN OVER SH�ARWALL
<br /> MULT. J015T/BEAM U.N.O. SHEATNING RE: HOLDOWN SGHEDULE RE: PLAN � �
<br /> PER PLANS FOR ADDITIONAL INFO.
<br /> NOTE: 4,
<br /> SHEARWALL SHEATNING NOT � PROVIDE 1 5/8" MIN. END RE: HOLDOWN SCNEDULE �
<br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHOWN FOR DISTANCE FOR STRAPS 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" �CALE: 3/4" = 1'-0" � �j
<br /> , 11 TYPICA� NO�DOWf� F�OOR TO F�OOR 12 TYP CA� HO�DOW�I TO BEA�I 13 HO�DODUi� DETAI� 14 OR H0� 15 EXTEf�IOR HO�DOW�I � � -
<br /> � �I �� �1 TER I D 0 Wf� ❑
<br /> 4� �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. � �
<br /> STRAP TYPE STRAP TYPE � o
<br /> �
<br /> �O a '� _ �
<br /> _ :� � � 4� �
<br /> INSTALL WASHERS ° � P.E.N. �
<br /> BETWEEN BOLT NUTS & PL.N. �
<br /> WOQD & SNUG TIGHT BOLT TYPE F,N, P.E.N. .
<br /> - - ALT. LOCATION ADD STUD IF NO PL.N. � Q
<br /> _ = 10d C� 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING T"j1 �
<br /> ' - - PER P�AN (.148"DIA. X 3" LONG) v 1 � �
<br /> - - - � NOTE: T F L NAILING NOTATIONS: � Q� �
<br /> r = = S�E 20 THIS SHEE OR PANE P.E.N. - PANEL EDGE NAILING !�, ` �
<br /> • NAILING DETAILS F N _ PL.N. = PLATE NAILING F.N, F.N. �j � '�'-''+
<br /> _ = PER SCNED. �— -
<br /> F.N. = FIELD NAILfNG ��� �
<br /> STRAP TYPE
<br /> BOLT TYPE P.E.N. P.E.N. � � �
<br /> o a � PL.N. PL.N. � �„� �
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<br /> „ v � .� ° � °f �.. a � ° o 0 0 �� ~ i-��
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<br /> ( ° ° � . PEN STAGGERED � � � � �
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<br /> ° ° � � a o . PL.N. P.E.N. P.E.N. W W
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<br /> NOTE: NOTE:
<br /> HOLDdWNS AND STUD QTY. TO BE NAILING SHAL� BE PER PLAN
<br /> � o a ,
<br /> � a. ;� v a . ` � � AND SHEARWALL SCHEDULE. �
<br /> PER PLAN AND SCHEDULE.
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 16 �IOT USED 17 SECT ON � g TYPICA� �IU�T P�E STUD ATTACHNIE�IT 19 HO�DOW�1 P�ACEMENTS 20 STRUCT�RA� WA�� I�ITERSECTIQ�IS •
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