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<br /> HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOLDOWN HARDWARE WOOD MEMBER/POST FASTENER RQD ANCHOR EMBEDMENT STEM DETAIL
<br /> HOLDOWN PER PLAN TYPE DIAMETER (MINIMUM) o
<br /> PER PLAN CL HDU IN STUD CL HOLDOWN lN STUD
<br /> " 2X4 WALL 2X6 WALL STEM THICKENED STEM THICKENED �
<br /> � HOLDOWN FAST�N�RS = � ��� ���� STRAP � STRAP �� �� ' � �������� .�L� � FOOTING $LAB a,
<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 /> ° EMBEQMENT _ �
<br /> � o PER SCHEDULE
<br /> EMBEDMENT PARTIAL PLAN: SHEARINALL WITH FORCE TRANSFER — — U �
<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 /> � RE: `�
<br /> '�� •�" a�:�) a �a. . � I) , . a. FRAMING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. — N.A. — N.A. 4, 15jS1.3 � � 'J �
<br /> . ' a . � ��. . I I ' v "d . � da. . U II � . ° �� -�° �. � �Q. . PER SHEARWALL SCHEDULE � co � .
<br /> 4 4 — _ d , O
<br /> J Q a
<br /> ; • a 4 . ° d . a o' . Q ° � � I (— a a de a — — — — — — — — MST60 (2) 2X4 (2) 2X6 (48� 16d N.A. N.A. — N.A. — N.A. � � �
<br /> ° � ° a p ° � ' ° �a a = � 1-1 �( ' ' °
<br /> #4 CONT. . � 2� �' � �—I �� . � � � — � � � �
<br /> a Q o a ANCHOR ROD „Q _ � o
<br /> <a �a �b DIAMETER PER = �
<br /> Q �- a_ ,, Q a� 4 � W a a a. �, I � CMST14 4X6 (2) 2X6 (66} 16d N.A. N.A. — N.A. — N.A. � �
<br /> a . . a � — a� SCHEDULE f � a�
<br /> � � ,y, HEADER PER PLAN � � �
<br /> � a� :. 'a a� :. PANEL EDGE NAILING (P.E,N.)
<br /> Q , �—� a a . .. � 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 /> � � p � � � � NUT�WASHER�NUT � � W� (44) 10d NAILS I I PER SHEARWALL SCHEDIJLE — � � �
<br /> ° � i i i—i� � �� i i i—Ii� �i i i—i, o U.N.O. PER PLAN � � c�t
<br /> { z BLKG. W/ EDGE NAILING , RE: � �
<br /> ��o�e � I.I,_, ,I I I= � �v � ( I,_, ,I f I= I.I,=,—I I I= NOTE: � (� � PER SHEARWALL SCHED. PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) ZX6 (30} 10d $TRAP N.A. — 14' — 8n 1, 2/S1.3 � � �
<br /> REINFORCING NOT POST PER PLAN OR (2) 2X STUDS c� �
<br /> A: STRAP TYPE B: HD TYPE SHOWN FOR � I DGE NAILING AT SILL, ( AT ENDS OF SHEAR WALLS. � � �
<br /> CLARITY HEAD, KING & TRIM STUDS HDU2—SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11" 6" � o� a
<br /> � �
<br /> (� � c�
<br /> SCALE: 3/4" = 1'-0" SCALE; 3/4" = 1'-0" POST & HOLDOWN PER (10) SDS
<br /> N � II II I f f ( I I HOLDOWN SCHEDULE HDU4—SDS2.5 (2) 2X4 (2) 2X6 5/8 11" 6" ±� ��' ��
<br /> 1 EXT R OR HO�DOWf� 2 T �1 � � 1/4X21/2" � �` ,�4,�'f
<br /> ❑ E 0 SE C 0 r �, ; E—
<br /> � �_ -�— �— _f � HDUS—SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2>, 5�$�f ROD & 11" RE: 6" RE: ' U �
<br /> � 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/S 1.3 � c �
<br /> 4X PER PLAN — - - - - - - � - - - HQU8—SDS2.5 4X4 4X6 �2 0) $D S �/�„ PER 2/S1,3 11 8 j r X '
<br /> ._� , , ,. . .
<br /> Q � — � 1 f4X2 1/2
<br /> W
<br /> = STAGGER NAILING AT PLYWOOD JOINTS (30) SDS `�
<br /> '� MSTC48B3 HDU11—SDS2.5 4X6 6X6 1/4X21/2° � 16" 8" S �� � '.
<br /> HEAQER PER PLAN �r �
<br /> x CS16 X 48" HEAD/SILL `� Q
<br /> HOLDDWN � (I I W/ (44) 10d NAILS II II (36) SDS „ „ RE: � ti ��'�w
<br /> _ ' ' � PLYWOOD SHEATHING PER HDU14—SDS2.5 4X6 6X6 1 4X2 1 2 � 16 8�� 212/S1.3 � • � ,�
<br /> - ',; o U.N.O. PER PLAN � � ' � �
<br /> PER PLAN CL OF STUD � _ . � �I I � I� I SHEARWALL SCHEDULE — TYPICAL � � � o
<br /> z BLKG. W EDGE NAILIN'G � � a �
<br /> HOLDOWN FASTENERS � START NAILS 1 1/2" UP � PER SNEARWALL SCHEQ. FIELD NAILING (F.N.} — TYP. MSTC48B3 (2) 2X4 (2) 2X6 (12) 10d FACE> (4) 10d BOTTOM, (38) 10d STUDS/POST RE: �o� �,�
<br /> AND WOOD STUDS PER a v �: FROM END OF STUD
<br /> PLAN AND HOLDOWN ° NO NAIIS REQ. f DGE NAILING AT SILL, 7/S1.3 ��`�y �
<br /> SCHEDULE o ° EMBEDMENT HEAD, KING & TRIM STUDS POST & HOLDOWN PER
<br /> . .
<br /> . . ��
<br /> PER SCHEDULE � HOLDOWN SCHEDULE HOLDOWN AND FASTENER SCNEDULE NOTES;
<br /> o ° " MIN. 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG—TIE COMPANY.
<br /> —
<br /> �••• —� I I ( g» M � S�. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> a _ _ _ _a :�. � I I S E 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CQNNECTED. W � �
<br /> ° � ° I` II HOLDOWN BOLT — E 4. SCREWS SHALL BE SDS 1/4 DIA. X 2 1/2 AS MANUFACTURED BY SIMPSON STRONG—TIE COMPANY. �; � ,y o
<br /> ° °a.. � .a ��.o a � .: I) a— ... .a �L I �.L JL I _JJ_ HOLDOWN SCHEDULE Q � � .
<br /> . a d .a � a . 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. Q
<br /> °�_ _ � • •� ° II II 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. � � �
<br /> d Q
<br /> • � •° FACE NAILS (4) 0.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. � � �
<br /> i „-, � , , ,—, � » BEAM PER PLAN 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. w �
<br /> — —
<br /> I I,;,I I I= I I,�,I I I= (12) 0.148 DIA. X 3" 2 7�g" PRE BENT ANCNOR BOLTS — SEE SHEARWALL 8. RE: NOTES SECTION Q6100 °ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. w O
<br /> PLYWOOD Q.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, 9. BUNDLEQ STUDS PER DETAIL 18/S1.3. �
<br /> � AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING".
<br /> HD TYPE 11. ANCHOR BO�T HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. �
<br /> �
<br /> 0
<br /> �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" TYP C A� D E TA � F 0 R S N E A R WA�� W/ � o
<br /> �,
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<br /> ; 6 I�TERI�R No�DOW� 0 No�DOW� AT EXTERIOR 8� FORCE TR�NSFER AROU� D W �DOW oPEN NGS 1 o NO�DaW� �c �ASTE�ER SCNEDU�E W � �
<br /> ❑
<br /> : � �
<br /> � �
<br /> SHEARWALL SHEARWALL � ~
<br /> RE: PLAN RE: PLAN � Q
<br /> ADDED STUD FOR ADDED STUD FOR m v
<br /> HD TYPE HQLDOWNS HD TYPE HOLDOWNS STRAP TYPE STRAP �
<br /> � HOLDOWN PER PLAN { � HOLDOWN PER PLAN SAW CUT IN PLY TO RE: PLAN OVEft � �
<br /> (COUNTERSINK COUNTERSINK HOLDOWN PER —
<br /> _ ABOVE & BELOW FLOOR _ PLAN � �
<br /> = = CL OF STUD - = ACCEPT STRAP AT SHEATHING w
<br /> - = - = BEAM PER PLAN INTERIOR HOLDOWN NAILING RE: NOLpOWN NAILING RE: � �
<br /> _ _ (3} tOd HOLDOWN SCHEDULE HOLDOWN SCHEDULE �
<br /> - _ FLOOR JOISTS/RIM - _ (TYP.) —� -J O � z
<br /> PER PLAN � � � W
<br /> � � �
<br /> II z � z � .
<br /> II �1
<br /> w ¢ W Q
<br /> II � z J Z
<br /> II . . . . . . . . � o � o
<br /> : : : : : : . : � z � z �
<br /> �oisTs � � : � � 4� _
<br /> - PERP PLAN BLKG. C� WALL LINE � BUNDLED STUDS � T �
<br /> - _ �� � � ,�, RE: HOLDOWN W BUNQLED STUDS �
<br /> _ _ PL. 5 X 5 X 3/8 SCNEdULE RE: HOLDOWN . � �
<br /> - = SCHEDULE
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP � �
<br /> SCHEDULE SCHEDULE MULT. JOIST/BEAM U.N.O. RE: PLAN OV�R REE P ANLL ��
<br /> SHEATHING RE: HOLDOWN SCNEDULE ^ � �
<br /> PER P�ANS FOR ADDITIONAL INFO. V� �
<br /> SHEARWALL � PROVIDE 1 5/8" MIN. END NOTE: � �
<br /> RE: PLAN � SHEATHING NOT DISTANCE FOR STRAPS " RE: HOLDOWN SCHEDULE �. Q
<br /> PROVIDE 1 5/8" MIN. ENQ SHOWN FOR FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY � Q�
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" SCALE: 3 f 4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � �
<br /> 11 TYP CA� HO�DOW�I F�OOR TO F��OR 12 TYPICA� HQ�DQW�J TO BEA�I 13 NO�DOWN DETA � 14 15 EXTERIOR HO�DOW�J cc� �
<br /> ❑ 0 � � I�1TER �R HO�DOW�1 0
<br /> .� _ _ __ 4� �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. �� �
<br /> STRAP TYPE STRAP TYPE � Q
<br /> �
<br /> �O o 7� � � .
<br /> � � �
<br /> INSTALL WASHERS P.E.N. � �
<br /> BETWEEN BOLT NUTS & PL.N.
<br /> WOOD & SNUG TIGHT BOLT TYPE F.N, P.E.N. � 1 O
<br /> — ALT. LOCATION ADD STUD IF NO PL.N. V
<br /> _ — 10d � 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING r^ �
<br /> - - PER PLAN (.148"DIA. X 3" LONG) � 1 � o
<br /> - - � SEoET 0 THIS SHEET FOR PANEL NAILING NOTATIONS: � � �
<br /> ^ � NAILING DETAILS P.E.N. = PANEL EDGE NAfL1NG
<br /> _ F.N. PL.N. = PLATE NAILING F.N. F.N. � �
<br /> — — PER SCHED. �
<br /> � F.N. = FIELD NAILWG
<br /> STRAP TYPE O � �
<br /> BOLT TYPE P.E.N. P.E.N. �
<br /> PL.N. PL.N. � � �
<br /> ° a a � '"'��
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<br /> a � �r a
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<br /> o � . .v a '.. . a . PEN STAGGERED o 0 o O h--� �
<br /> . - . Q. P . . p ' 1 ^l .
<br /> � a � D - ' .. �.. �a �. � `�
<br /> ° v . � a.o PL.N. P.E.N. P.E.N. � W W
<br /> � ° . . . I I
<br /> °' ' v�l 1 • . . . ,
<br /> NOTE: NOTE:
<br /> o .a o° NOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> ° o a PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE
<br /> SCALE: 3/4" = 1'-0° SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 16 NOT USED 17 SECTION � g TYPI�A� MU�T P�E STUD ATTACH�IE�1T 19 HQI�DOW�I P�ACEME�ITS 2� STRUCT�RA� WA�� f�TERSECT 0�15 ' �
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