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HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOLDOWN HOLDOWN HARDWARE WOQD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> PER PLAN , TYPE DIAMETER STEM THICKENED STEM THICKENED �MINIMUM) o
<br /> PER PLAN CL HDU IN STUD CL HOLDOWN IN STUD � 2X4 WALL 2X6 WALL FQOTING SLAB °�
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<br /> HOLDOWN FASTENERS I ' STRAP STRAP
<br /> AND WOOD STUDS PER
<br /> PLAN AND HOLDOWN ° �
<br /> SCHEDULE ° SW CS16 2X4 2X6 (26} 8d N.A. N.A. - N.A. - N.A. �
<br /> ° EMBEDMENT .
<br /> EMBEDMENT � o PER SCHEDULE �j °��,'
<br /> PER SCHEDULE ° PARTIAL PLAN: SHEARWALL 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 /> '�� .'� �� . . ���� � � . .
<br /> . � _ �
<br /> .. QQ :� 4 { ,.a ..4 a. � II �� , � a. • � FRAMING AT PANEL EDGES MST48 (2} 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N.A. RE: � �
<br /> 4, 15/51.3 ,_,
<br /> 4 , � � � a�i� �Q . ' _ _ a.II a� d . � ;Q PER SHEARWALL SCHEDULE � � o
<br /> • � cl . � '4 a ' . � � . .Q 4 .
<br /> ' � . . a "' a � � ° � � � �—� � � ° Q . a� �° ' � � MST60 (2) 2X4 2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. tn � `�m
<br /> #4 CONT. � 4. ° . ° ° � � ° ° a a �, � �i—� �� — — — — — — _ — t � � �z
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<br /> Q a . Q �—i a � ANC�R ROD w �
<br /> `a .. a� a. y `a . a� a. �� � � �b DfAMETER PER = _ _ �
<br /> ? °� a ��a, � CMST14 4X6 (2} 2X6 (66) 16d N.A. N.A. N.A. N.A. � -�
<br /> �, SCHEDULE - �
<br /> . . . � .v'� � . . � .a'� � w _ ..�. .a'� � . . . . . .
<br /> Q a I '—I a d HEADER PER PLAN � �
<br /> PANE� EDGE NAILING (P.E.N.) � -�
<br /> a ° � � CS16 X 48" HEAD SILL �n �
<br /> `� `� � � � � \��- NUT/WASHERfNUT I � W/ (44} 10d NAILS (I II ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. t-'-� �
<br /> 00 �� �� � � � �oD �� � � � � � PER SHEARWALL SCHEDULE - � `�
<br /> �a � I I,;,I I I= �w o� _,;,I I I= I.I,;'( I I� NOTE: � (f ( BLKG NW f EDGEPNAILING �I I PLACE EDGE NAILS INTQ STHD14 (2) 2X4 (2) 2X6 (30) l Od STRAP N.A. - 14" - 8° RE. � � �
<br /> REINFORCING NOT PER SHEARWALL SCHED. POST PER PLAN OR (2) 2X STUDS �� 2�5�'3 U v �
<br /> A: STRAP TYPE B: HD TYPE SHOWN FOR �f 1 DGE NAILING AT SILL, � I AT ENDS OF SHEAR WALLS.
<br /> C L A ft i T Y H E A D, K I N G & T R I M S T U D S (6) S D S „ , � � �
<br /> �I HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11 6' +, o c�
<br /> _` {� � �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" POST & NOLDOWN PER (10) SDS
<br /> -� � ( II ( I� II HOLDOWN SCHEDULE NDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11" 6" �
<br /> 10 EXTERIOR NOLD�W�1 20 SECTI0�1 �
<br /> �
<br /> �— `
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<br /> I �- �-- ���) � HDU5-SDS2.5 (2) 2X4 (2) 2X6 (14) SQS 518» ROD & 11" RE 6" RE: U ,
<br /> — 1/4X2 1/2
<br /> HOLDOWN PER PLAN NUT/WASNER NUT 2,12/51.3
<br /> 4X PER PLAN - — — — — — — — — (20) SDS „ PER 2/S1.3 � k" ' �
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<br /> Q � — � HDU8-SQS2.5 4X4 4X6 �/4X21/2,> 7/8 �1 8" `
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<br /> � _
<br /> = STAGGER NAILING AT PLYWOOD JOINTS (30} SDS �
<br /> • "' MSTCA8B3 � NEADER PER PLAN HDU11-SDS2.5 4X6 6X6 1/4X2 1/2" 1 16 $ . S �� N
<br /> x
<br /> „ '��l �
<br /> I CSl6 X 48 NEAD/SILL � �
<br /> NOLDOWN � 1 I I� W/ (44) 10d NAILS I , (36) SDS , „ RE: ,� �� ����
<br /> . .
<br /> • • HDU14-SDS2.5 4X6 6X6 1 4X2 1 2 2,12 S1.3 �
<br /> � PLYWOOD SrIEATHING PER �� 1 16 8 �, W
<br /> � ��
<br /> ° ° . o U.N.O. PER PLAN � � ' a
<br /> P CL OF STUD � :: � ( I BLKG. W/ EDGE NAILING � ! SHEARWALL SCHEDULE - TYPICAL � w ' . �� a �
<br /> HOLDQWN FASTENERS � S T A R T N A I L S 1 1/2° U P � PER SHEARWALL SCHED. F I ELD 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} t O d B O T T O M, (3 8) 1 0 d S T U D S/P OS T RE: �o �
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<br /> AND WOOQ STUDS PER � � �; FROM END OF STUD (I �I I 7/S1.3 ���� S �
<br /> P L A N A N D H O L D O W N ° NO NAILS REQ. D G E N A I L I N G A T S I L L,
<br /> S C H E D U L E ° E M B E D M E N T HEAD, KING & TRIM STUDS POST & HOLDOWN PER .
<br /> ����
<br /> ° PER scHE�u�E ( - I H O L D O W N S C H E D U L E HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o � " MIN. 10 19 t. HOLDOWNS SNALL BE AS MANU�ACTURED BY THE SIMPSON STRONG-TIE COMPANY.
<br /> ; I I) � 9�� �/�%�• S1. S1. 2. 16d = 0.162" DIA. X 3 1/2'� LONG. ---- - �
<br /> �� . � a �. . �_Q r � . , , � � _ 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. � �
<br /> � .— a� — . -jj- = —. .... HdLDOWN BOLT $EE 4 SCREWS SHALL BE S S 1 4 D A X 2 1 2" AS MANUFAC UR D BY SIMPSON STRO G TIE C PANY W �
<br /> ° a a.. ;Q Q�a � � f . . ° � HOLDOWN SCHEQULE . . - . H � ,,- o
<br /> ° o� :I�Ia°� . a . _ '•' 5. HOLDDOWN ANCNORSDSNALL BE SECURED lN PLACE PRIORTTOEPLACING CONCRETE. N Q �, � �
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<br /> • °� � � • � •� � ° 6 HT PLUS TURN WITH HAND WRENCH CARE SHA�L BE TAKEN TO NOT OVER TORQUE THE NUT Q � �
<br /> ,-.- • II II . ANCHOR BOLT NUT SHALL BE FINGER-TIG 1/3 - 1/2" . - , ao �
<br /> . � . . — � �. � � �
<br /> a a � � � � ° FACE NAII S (4) 0.148" DIA. X 3" � � IMPACT WRENCNES SNALL NQT BE USED. `� �
<br /> � � . _ . �. � �
<br /> -' ' '—' ` -' ' '—'-' . (12) 0.148" DIA. X 3" BEAM PER PLAN 7. HDU HQLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACNED POST. �•• �
<br /> _,�,I I I= (_,;, I = 2 7/8" PRE SENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION 0610Q "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. � p
<br /> P L Y W O O D O.S.B. S N E A R P A N E L S SCHEDULE FQR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18/S1.3.
<br /> � AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BQTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING".
<br /> A HD TYPE 91. ANCHOR BOLT NQ�DOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2fS1.3. � .
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<br /> S�A�E: 3i4�� _ ,�-o" SCALE: 3 f 4�� = ��-o�� SCA�E: 3/8�� - ,�-o�� TY P I C A� Q E T A I� F 0 R S H E A R V�IA�� W/ o � �
<br /> �
<br /> 6 INTER OR HO�DOW�1 7 NO�DOWf� AT EXTERIOR 8 FaRCE TRA�ISFER AROU�ID W �1DOW OPE�IINGS 10 > Q
<br /> ❑ � � � NO DOW�J �C FASTE�IER SCHEDu E �
<br /> _ . � �
<br /> SHEARWALL SHEARWALL Q �
<br /> RE: PLAN RE: PLAN � ¢
<br /> ADDED STUD FOR ADDED STUD FOR m v
<br /> HD TYPE NOLDOWNS HD TYPE HOLDOWNS STRAP TYPE
<br /> HOLDOWN PER PLAN NOLDOWN PER PLAN STRAP `�'
<br /> (COUNTERSINK) AB4VE & BELQW FLOOR (COUNTERSfNK) HOLDOWN PER SAW CUT IN PLY TO RE: PLAN OVER � �
<br /> - _ - P�AN ACCEPT STRAP AT SHEATHING w �
<br /> - = CL OF STUD - - � .
<br /> - - = BEAM PER PLAN INTERIOR HOLDOWN NAILWG RE: HOLDOWN NAILING RE; �
<br /> _ _ (3) lOd HOLDOWN SCHEDULE HGLDOWN SCHEDULE �
<br /> _ _ FLOOR JOISTS/RIM _ _ (TYP.) ¢ Q z i �
<br /> PER PLAN �
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<br /> � � _ `� �C �
<br /> JOISTS
<br /> - = PER PLAN Q BUNDLED STUDS ¢ �
<br /> - (TYP.) BLKG. � WALL LINE � � BUNDLED STUDS �
<br /> - - PL 5 X 5 X 3/8° w RE: NOLDOWN �, r'�""� .
<br /> = SCHEDULE RE: HOLDOWN . � Q�
<br /> WOOD POSTS PER STRAP SCHEDUI.E
<br /> FASTENERS PER BEND STRAP UNDER � O .
<br /> SCHEDU�E SCHEDULE MULT. JOIST/BEAM U.N.O. R�: PLAN OVER SHEARWALL -� �
<br /> SHEATHING RE: HOLDOWN SCHEDULE RE: PLAN
<br /> PER PLANS FOR ADDITIONAL INFO. VJ
<br /> - — NOTE: 4.)
<br /> SHEARWA�L SHEATHING NOT � PROVIDE 1 5/8" MIN. END �E: HQLDOWN SCHEDULE � �
<br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY �i Q,)
<br /> V
<br /> SCALE: 3/4" = 1'-0" SCALE; 3/4" = 1'-Q" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-Q" � �
<br /> 11 TYPICA� HOL.DOW�1 F�.O�R TO FI�OOR 12 TYP CA� HOLDOWN TO BEA►� � 3 NO�DOV��1 DETAI� 14 R NO�D W 15 EXTERIOR HO�DOWN � �
<br /> � 0 0 0 �l TER 0 0 �1 0
<br /> � .
<br /> . _ _ -� __ __ _-___-___ 4� �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. ��
<br /> STRAP TYPE STRAP TYPE � � ,
<br /> �
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<br /> INSTALL WASHERS � � _ �+/ �
<br /> P.E.N. � �
<br /> BETNIEEN BOLT NUTS & p�,N
<br /> WOOD & SNUG TIGHT —BQLT TYPE F,N. P.E.N. l
<br /> _ = ALT. LOCATION ADD STUD IF NO PL.N. � C,.,/ Q
<br /> - - 10d � 6"O.G. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING ' T"/1 Q1
<br /> _ PER PLAN (.148"DIA. X 3" LONG) v 1 � �
<br /> NOTE: NAILING NOTATIONS: � Q� �'
<br /> _ = SEE 20 THIS SHEET FOR PAN E L P.E.N. = PANEL EDGE NAILING � ` �
<br /> - - PER SCHED. NAILING DETAILS PL.N. = PLATE NAILING � 1 � .
<br /> + F.N. F.N. F.N.
<br /> - F.N. = FIELD NAILING rT� �
<br /> STRAP TYPE P.E.N. P.E.N. � F�
<br /> BOLT TYPE �
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<br /> a I . PLN PLN �
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<br /> .o I .. v � o _ o o � � �'� �
<br /> p . � . I .�° ° : D_ : . : PEN STAGGERED , � p� �
<br /> ' a • ° p _ . � l � .
<br /> o v � �� (.° .. . . a.�a.. ° �. ° PL.N. P.E.N. P.E.N. � 1� W
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<br /> NOTE: NOTE:
<br /> NAILING SHALL BE PER PLAN
<br /> �\v .. .v a . o° a y HOLDOWNS AND STUD QTY. TO BE AND SHEARWA�L SCHEDULE.
<br /> o PER PLAN AND SCHEDULE.
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SGALE: 3/4" = 1'-0" SCALE; 3/4° = 1'-Q"
<br /> 16 �10T �SED � 7 SECT 0�! 18 TYPICA� f�U�T P�E STUD ATTACNMEf�T 19 HO�DOW�1 P�ACEI�E�ITS 20 STRUCTURA� WA�� �1TE�SECT O�1S '
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