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� NOLDOWN & FASTENER SCHEDULE (HF STUDS) <br /> NOLDOWN P�RDP AN HARDWARE WOOD MEMBERjPOST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL <br /> PER PLAN TYPE DIAMETER (MINIMUM) Q <br /> HOLDOWN FASTENERS CL NDU IN STUD , C� HOLDOWN IN STUD �; .. , �,;5 , ., :::�' � < 2X4 WALL 2X6 WALL STEM THfCKENED STEM THICKENED ,.� <br /> ,. .:: z, __ <br /> FOOTING SLAB <br /> AND WOOD STUDS PER o�� STRAP STRAP � <br /> PLAN AND HOLDOWN ° <br /> SCHEDULE ° o`° SW CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. � <br /> ° EMBEDMENT "� <br /> EMBEDMENT � o PER SCHEDULE °°° , � <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 �� SCALE: 3/8" = 1'-0" � ^ <br /> 'II .,' . . . , Q :II 4 0 _ ( ) ( ) ( ) RE: � � � <br /> _ � . ° � �a. � � . � FRAMING AT PANEL EDGES <br /> � aQ � � " — I) _ ` � � a °°� PER SHEARWALL SCNEDULE MST48 2 2X4 2 2X6 34 16d N.A. N.A. - N.A. - N.A. 4, 15/S1.3 �' � <br /> aq' �I . . na <br /> a : Q . — Q <br /> , . , — — 4.�I <br /> ` '� d , Q .d ° a w — d d ' � _ � p <br /> ° ° . � � � 1 �=111 { � o a 1 <br /> � <br /> d ° ° � °� �a a ° ' � ° �a , _ • � � � ��� a . a� — — — — — MST60 (2) 2X4 (2) ZX6 (48) 16d N.A. N.A. - N.A. - N.A. t� a' <br /> #4 CONT. � � . . . _ . e� . . � F-- �—i � ° C�R � — — <br /> . �� . . � <br /> . a .. : a .. o �� � . �a � -� � � � � <br /> .. AN ROD T �`` � .^ � <br /> `a .. a� 4. ` � �a a a. ��"� o ��a a. . � DIAMETER PER = CMST14 4X6 �2� 2X6 �66� 16d N.A. N.A. - N.A. - N.A. � +� � <br /> � . m .. 4 SCHEDULE _ � � Q <br /> . . . f ._ <br /> . a� a � <br /> _. . . . - . �� HEADER PER PLAN _ � � <br /> a 4 . ., . `'� » PANEL EDGE NAILING (P.E.N.) � � <br /> i (—I a 4 . �` GS16 X 48 NEAD f SILL U � ^ <br /> Q d � ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. � <br /> 0 0 � � o o � � � � NUT/WASHER/NUT � ( I I W/ (44) 10d NAILS (( ( PER SHEARWALL SCHEDU�E - <br /> °� -� � �—�' �o ° -� � �—�� -i � i—i � o U.N.O. PER PLAN <br /> � <br /> 9$�a ��a I I,;,I I (- � 4� � I I�;,I I I= I I,;,I I I- NOTE: z �I l BLKG. W/ EDGE NAILING � I RE: � � r' <br /> � PER SHEARWALL SCHED. PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2} 2X6 (3Q) lOd STRAP N.A. - 14" - 8" � � �, <br /> REINFORCING NOT POST PER PLAN OR (2) 2X STUDS 1, 2/S1.3 +, � � <br /> A; STRAP TYPE B: HD TYPE SHOWN FOR I ,( DGE NAILING AT SILL, I AT ENDS OF SHEAR WALLS. �� �� `� <br /> CLARITY HEAD, KING & TRIM STUDS (6) SDS � � <br /> HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11" 6" � � o <br /> ( _ �) � � � <br /> SCALE: 3/4" = 1'-0" S C A L E: 3/4 = 1'-0" POST & HOLDOWN PER 10 SDS <br /> � � ( II I I) I ( r HOLDOWN SCHEDULE NDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1�2" 5f8 11" 6" <br /> � EXTERIOR HO�DOW�1 2 SECT 0�1 � f ; <br /> ❑ 'I II �� <br /> ,, r , <br /> � _LL_. ___LL ���, � — � (14) SDS , „ „ <br /> , { <br /> — — HDU5-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�� ROQ & 11 RE: 6 RE: � U � � f� <br /> HOLDOWN PER PLAN NUT WASHER NUT � � `� <br /> / 2,12/S1.3 < <br /> ` , r <br /> 4X PER FLAN — — — — — — _ — — — (20) SDS „ P�R 2/S1.3 �, � r ; ' r - <br /> o � � HDU8-SDS2.5 4X4 4X6 7/8 11 8' <br /> ¢ 1/4X2 1/2" <br /> w <br /> . ' = STAGGER NAfLING AT PLYWOOD JOINTS (30) SDS *".Iw � <br /> '�' � � MSTC48B3 HDUIl-SDS2.5 4X6 6X6 � 1" 16" 8" '� � <br /> ,� o o HEADER PER PLAN 1/4X2 1/2' � �� �, <br /> • • • CS16 X 48" HEAD/SILL ' � ��� o <br /> HOLDOWN o I I I I I W/ (44) 10d NAILS I I I I (36) SDS , „ , RE: ti ����' <br /> � PLYWQOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 � 1' 16 8' '� � <br /> PER P(_AN o0 o U.N.Q. PER PLAN 1/4X2 1/2' 2,12/S1.3 R �W <br /> CL OF STUD o � (I� ( BLKG. W/ EDGE NAILING ( ( I�I SHEARWALL SCHEDULE - TYPICAL �.7 � ; � , �, a � <br /> HOLDOWN FASTENERS o � S T A R T N A I L S 1 1/2" U P � PER S HE 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. MSTC48B3 (2) 2X4 2 2X6 R E' �" o 0 <br /> AND WOOD STUDS PER � FROM END OF STUD <br /> PLAN AND NOLDOWN ° NO NAILS REQ. I I I DGE NRILING AT SILL, I I I I � ) (12) lOd FACE, (4) 10d BOTTOM, (38) 10d STUDS/POST 7/S1.3 �� `��y � o� <br /> HEAD, KWG & TRIM STUDS POST & HOLDOWN PER ��l � <br /> SCHEDULE o ° EMBEDMENT ' ° HOLDOWN SCHEDULE ��� <br /> o PER scHE�u�E � — (I HQ�DOWN AND FASTENER SCHEDULE NOTES; <br /> 0 0; , , " MIN. 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY. <br /> � I� I) I I � II 9 M/��' S1. S1. 2. 16d = Q.162" DIA. X 3 1/2" LONG. ' <br /> � ° � "' 3. USE HALF TNE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. � <br /> ° . •— 4 �-�— —°. — : . •. QQ II HOI DOWN BOLT - SEE , „ co <br /> � 4. SCREWS SHALL BE SDS 1/4' DIR. X 2 1/Z AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. � � ,L p <br /> Q � '° • ° ° I �L -IL ( JL HOLDOWN SCHEDULE <br /> ' d .� ' d �Ilda 4 ' `t_ � ' � � � � -� 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. . Q �, � �o � <br /> . °� .— '— � ' �'g ° I) II 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2r' TURN W1TH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. Q �` o � <br /> a Q •� � � � •° FACE NAILS (4) 0.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. � n `- <br /> � � �—� i � �—�� » » BEAM PER PLAN � <br /> I I,;,I I I= I I,;,I I I= (12) 0.148 DIA. X 3 2 7 j8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. REU NOTES�SECT ONA 06100 I ROUGH F AMING'EFORL�THE REQU RIEDHPOSTTSPEC ESA AND GRADE. � � <br /> SCHEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18 S1.3. '�' <br /> PLYWOOQ f O.S.B. SHEAR PANELS AND EMBEDMENT / <br /> 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BQTTOM 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 /> \ <br /> TYPI�A� DETA � FOR SNEARWA�� W/ � � <br /> SCALE: 3/4'� = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" z <br /> � o <br /> � If�TERIOR NO�DOW(� �7 HO DOW�1 AT EXTER OR 8 FO�CE TRA�ISFER AROU�ID W �IDOW OPE�11�1GS 10 > � .� <br /> � C� HO�DOWN 8c FASTE�IER SCNEDUI�E <br /> � <br /> � <br /> SHEARWALL SHEARWALL Q � <br /> ADDED STUD FOR ,^,DDED STUD FOR - RE: PLAN RE: PLAN � U <br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE m <br /> COUNTERSINK HOLDOWN PER PLAN HOLDOWN PER PLAN RER PLAN OVER � <br /> � ) (COUNTERSWK) HQLDOWN PER ,- <br /> ABOVE 8c BELOW FLOOR SAW CUT IN PLY TO - � <br /> = CL OF STUD _ _ PLAN ACCEPT STRAP AT SNEATHING � � <br /> - _ - = BEAM PER PLAN INTERIOR HOLDOWN NAILING RE: HOLDOWN NAILING RE; Q <br /> � <br /> - (3) 10d HOLDOWN SCHEDULE HOLDOWN SCHEDULE � <br /> _ = FLOOR JOISTS/RIM _ _ (TYP.) O z <br /> PFR PLAN � � 2 � '� <br /> �'.' i �`' . <br /> � <br /> . <br /> I I <br /> II " �' � �' <br /> I I — z —� —' <br /> � � � J ¢ <br /> �� �� � z <br /> °- o <br /> ¢ � Q z � <br /> . . . . . . . . � � <br /> JOISTS � � N � _ � <br /> � � <br /> - = PER PLAN <br /> - = , (TYP.) BLKG. Q WALL LINE � BUNDLED STUDS ¢ � � <br /> - = PL. 5 X 5 X 3/8' �, RE: NOLDOWN � BUNDLED STUDS <br /> - - SCHEDULE `�' RE: HOLDOWN � <br /> - - SCNEDULE � � <br /> WOOD POSTS PER FASTENERS PER STRAP � � � <br /> SCHEDULE BEND STRAP UNDER r--1 <br /> SCHEQULE RE: PLAN OVER SHEARWALL <br /> MULT. JOIST/BEAM U.N.O. SHEATHING RE: HOLDOWN SCHEDULE RE: PLAN �� � <br /> PER PLANS FOR ADDITIONAL INFO. VJ . <br /> NOTE: � Q� <br /> SHEARWALL SHEATNING NQT � PROVIDE 1 5 f 8" MIN. END RE: HOLDQWN SCHEDULE � <br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDI110NAL INFO. <br /> DISTANCE FOR STRAPS CLARITY � <br /> � <br /> SCAI E: 3/4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" �j <br /> , F � o <br /> 11 TYP CA NO�DOW�1 F OOR TO F�.�OR 12 TYPICA �-f0 DOWN TO BEAM 13 . H��DOW�I D.�TAI�. 14 15 EXTER OR NO�DOWf� c� � <br /> 0 0 I�1TERIOR NO�DOW�I 0 <br /> 4.? � <br /> ALT. LOCATIO�! BOLT TYPE P,E.N. F.N. F.N. �� � � <br /> STRAP TYPE STRAP TYPE Q <br /> � , � � . <br /> � . . . . �O. � . . >C . . . . . . . ... .. . . . . . � � . <br /> INSTALL WASHERS ° — ` P.E.N. "'�' • � <br /> BETWEEN BOLT NUTS & PL.N. � � <br /> WOOD & SNUG TIGHT BOLT TYPE F.N p,E,N, r l <br /> - - ALT. LOCAIION ADD STUD IF NO P�•N• I �,J � <br /> _ _ 10d t� 6"O.C. STAGGERED \ ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING � <br /> � � <br /> - - PER PLAN (.148"DIA. X 3" LONG) r--� �', <br /> — — NOTE; � <br /> - - NAILING NOTATIONS: �+-' <br /> _ = SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEL EDGE NAILING <br /> NAILING DETAILS � � � <br /> PER SCHED. F.N. PL.N. = PLATE NAILING F.N. F.N. � ''"' ' <br /> STRAP TYPE F.N. = FIELD NAILING � <br /> _ P.E.N. P.E.N. Q � t� . <br /> BOLT TYPE , � <br /> . � � � a . � � <br /> D � PL.N. PL.N. � � � <br /> a � � <br /> � � D . . ' ' pf_ ��� ° ° : _ v : . : v . . PEN STAGGERED �� � . .. . � .� . . .. . . . .. . . �/� � Q�j . <br /> a o . . , `./ ,� l *-, <br /> v . � J � <br /> ` a o . . . Q.. n � V <br /> ° "v . � . . " I� °�p � PL.N. P.E.N. � � . <br /> o a P.E.N. � F�+-1 W <br /> a .p. I . . . � .. <br /> . . NQTE: NOTE: <br /> oa <br /> ° � � a � , . . a HOLDOWNS AND STUD QTY. TO BE NAILING SNALL BE PER PLAN <br /> �� '� � PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE. - <br /> SCALE: 3/4" = 1'-0" SCALE: NQNE SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" . <br /> 1 � �lOT USEQ 17 SECT 0�1 � g TYP CA� �IU�TIP�E STUD ATTACNME(�T 19 NO�DOWf� P�ACENIE(�TS 20 T UC � <br /> C� C� S R TURA� WA�� If�TERSECT Of�S <br /> 0 0 <br />