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HO�DOWN & FASTENER SCHEQULE (HF STUDS)
<br /> HOLDOWN HARDWARE WQOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> NO�DOWN PER PLAN
<br /> PER P�AN TYPE - DIAMETER STEM THfCKENED STEM THICKENED �MINIMUM) o
<br />, CL NDU IN STUD , CL HOLDOWN IN STUD , <: :3~ .:: , :. . -, 2X4 WALL 2X6 WALL m
<br /> HOLDOWN FASTENERS � STRAP STRAP FOOTING SLAB
<br /> AND WOOD STUDS PER °° �
<br /> PLAN ANQ HOLDOWN ° _ _ .
<br /> �
<br /> SCHEDULE ° SW -- CS16 2X4 2X6 (26} 8d N.A. N.A. N.A. N.A. ,�
<br /> ° EMBEQMENT °e,
<br /> �
<br /> EMBEDMENT � o PER SCHEDULE U �
<br /> � PARTIA� PLAN: SNEARWAL� WITH FORCE TRANSFER M5T37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. z �
<br /> PER SCH�QULE ° —
<br /> �, , SCALE: 3/8" = 1'-0" � '^
<br /> . . . . . . J . .. . ... � �
<br /> ".II ,� . a':II . 4 w �I� . � a FRAMING AT PANEL EDGES MST48 �2� 2X4 (2) 2X6 �34� 16d N.A. N.A. - N.A. - N.A. RE: � �
<br /> . a QQ . . �.-= �a _ ..a aa . . � � °.° . ..° .� oQ. . PER SHEARWALL SCHEDULE 4, 15/ 1.3 � .-.,
<br /> � S
<br /> a . � al) -. � — — �.�� � � .- , o
<br /> a • 4 .a � � a 4 ° � � ° I � �— Qi � 4 � ° � MST60 ( } 2X4 ( ) 2X6 ( ) 16d N A N A - N.A. - N.A. � -�' �
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<br /> Q 4 ,� Q' .Q d Q d . d. ' Q ' 4 ' � �I I I I f .)I � � � � . - _ - . � . . � L.. ,--� �
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<br /> #4 CONL � � �_ � . . �. . e� � '---i �� . � � � o � � co
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<br />, .. . �. a . . o o . � a � ANCNOR ROD w N
<br /> <a � <a � .. ��b � � DIAMETER PER _ , _ c�
<br /> . a a. ,, a .. d Q. �, o Q . �� 4. ,, = I CMST14 4X6 (2) 2X6 (66� 16d N.A. N.A. N.A. N.A. .� -�
<br /> � . m � SCHEDULE �, �
<br /> . .a o w = _.�. a � ( NEADER PER PLAN � ��,, .
<br /> a .. Q ,. i �_� a . CS16 X 48" NEAD�SILL PANE� EDGE NAILING (P.E.N.) _
<br /> � Q � � 4 � � � � NUT/WASHER/NUT I �I W/ (44) 10d NAILS �I I ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. N.A. N.A. W � �
<br /> � ° � � � ° � � � � � U.N.O. PER P�AN PER SHEARWALL SCHEDULE � o �
<br /> � � iii—i� � � iii—i� i � i—i� o
<br /> — — —
<br /> � BLKG. W/ EDGE NAILING RE: � � .
<br /> ��, � ��,_,� � �= o �� ��,;,� � �_ �.),;,� � �_ �pT�; � I I I I ' PLACE EDGE NAILS INTO STHD14 (2} 2X4 (2) 2X6 (30) l Od STRAP N.A. - 14" - 8" � °' �+
<br /> REINFORCiNG NOT PER SNEARWALL SCHED. POST PER PLAN OR (2� 2X STUDS 1, 2/S1.3 � � ��
<br /> A, STRAP TYPE B: HD TYPE SHOWN FOR II DGE NAILING AT SIL�, I I AT ENDS OF SHEAR WALLS. (6) SDS � 'c' �?
<br /> CLARITY ( HEAD, KING & TRIM STUDS � 5/8" 11" 6" ,r�, o co
<br /> HDU2-SDS2.5 (2� 2X4 (z) 2X6 1f4X2 1/2"
<br /> �� —� � � �
<br /> SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0" 10 SDS -
<br /> POST & HOLDOWN PER
<br />� � II I ( HOLDOWN SCHEDULE HDU4-SDS2.5 (2� 2X4 (2� 2X6 � � » 5�8" 11" 6" ' ,,";
<br /> 1 EXTER OR NO�DOW(� 2 SECT OI� � I II _�, I �i4X2 �i2 �
<br /> � � . � I' I I \�� 'I 4,a � � 5��
<br /> _ -- 1L � � �.L ��'��� _11_ HQU5-SDS2.5 (2� 2X4 (2� 2X6 (14) SDS ' � , ,
<br /> i� '
<br /> - ---- — 1/4X2 1/2 5�g�� ROD & 11" RE: 6" RE: � U .
<br /> HOLDOWN PER PLAN NUT/WASHER NUT 2,12 f S1.3 ' ; ' '
<br /> n
<br /> 4X PER PLAN T � — T — � T - - - HQU8-SDS2.5 4X4 4X6 » 7 j8" 11" 8°
<br /> _\\.` Q ��p�1�2 PER 2/S1.3 �'S �
<br /> Q � �
<br /> � — .
<br /> � � = STAGGER NAILING AT PLYWOOD JOINTS �
<br /> (30) SDS r-
<br /> :: NDU11-SDS2.5 4X6 6X6 �� 1" 16" 8" �, �
<br /> � MSTC48B3 1/4X2 1/2 S �� N
<br /> X HEADER PER PLAN � � �j� o
<br /> � . CS16 X 48" HEAD/SILL � �
<br /> NOLDOWN � II W/ (44) 10d NAILS I) I I (36) SDS „ „ RE: ,� ti � �a
<br /> HDU14-SDS2.5 4X6 6X6 1 16 8" '�'
<br /> � PLYWQOD SHEATHING PER 1 4X2 1 2" 212/S1.3 � -�
<br /> PER PLAN � U.N.O. PER PLAN SHEARWALL SCHEDULE - TYPICAL � � � � � ' a �
<br />� � CL OF STUD � � I I BLKG. W/ EDGE NAILING I I I� �, �, • � �� � o
<br /> H O L D O W N F A S T E N E R S � S T A R T N A I 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. MSTC48B3 (2) 2X4 (2) 2X6 (12) 1Qd FACE, (4) 10d BOTTQM, (38) 1 0 d S T U D S/P O S T 7/S1.3 �� `��cy ��
<br /> AND WOOD STUDS PER � � FROM END OF STUD
<br /> PLAN AND HOLDOWN ° NO NAILS REQ. III I) DGE NAILING AT SILL, f{ ,
<br /> ° EMBEDMENT HEAD, KING & TRIM STUDS POST & HOLDOWN PER
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<br /> • ���
<br /> SCHEDULE o i ' ` I _ I HOLDOWN SCHEDULE
<br /> PER sc�+��u�E HQLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o ° �: " MIN. 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY.
<br /> � �I (I 9 ���• S1. S1. 2. 16d = Q.162" DIA. X 3 1 f 2" LONG.
<br /> � I) I 3. USE HALF THE RE(�UIRED NAILS W EACH MEMBER BEING CONNECTED. �
<br /> a � � ° . a � ' ' � . ° II f ��_ II HOLDOWN BOLT - SEE » > w `� �
<br /> � .° ° . � � . 4 � Q . � � �L i I � �L � I _1L_ 4. SCREWS SHALL BE SDS 1/4 DIA. X 2 1/2' AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. H �, � o
<br /> ,6 Q a a IIQ a �� HOLDOWN SCHEDULE 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. Q n, � N
<br /> I� Q . _ � • 4 �•� _�a I I I I 6. A N C H O R B O L 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 UR N WI T H HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. o � �
<br /> a a •� • . � . � .° FACE NAILS (4) 0.148" DiA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. �' �
<br /> ' ; ,",^l ,_� , , ,—I, � » > BEAM PER PLAN 7. HDU HOLDOWNS SNALL BE INSTALLED CENTEREQ ALONG THE WIDTH OF THE ATTACHED POST. � �
<br />, I I,;,I I I= I,;,I I i= (12} 0.148 DIA. X 3' 2 7�g" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION 06100 "ROUGN FRAMING" FOR TNE REQUIRED POST SPECIES AND GRADE. � p
<br /> PL.YWOOD O.S.B. SHEAR PANELS S C H E D U L E F O R S I Z E, S P A C W G, 9. BUNpLED 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 /> ND TYPE 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASMER 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 I� F 0 R S H E A R WA�� W/ z e �
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<br /> 60 If�TERIOR HO�DOW(� [� NQ�DOW�1 AT EXTERIOR 80 EORCE TRA�ISFER AROU�ID W �1DOW OPENINGS 10 HQ�DOWf� � FASTE(�ER SCHEDU�E ? � :
<br /> -- - � �
<br /> SHEARWALL SHEARWALL � ~
<br /> RE: PLAN RE: PLAN � �
<br /> i
<br /> ADDEQ STUD FOR ADDED STUD FOR m v
<br /> ND TYPE HOLDQWNS HD TYPE HQLDOWNS STRAP TYPE "'
<br /> HOLDOWN PER PLAN NOLDOWN PER PLAN HOLDOWN PER STRAP � �
<br /> (COUNTERSINK) (COUNTERSINK) SAW CUT IN PLY TO � RE; PLAN OVER �
<br /> _ ABOVE & BELOW FLOOR _ PLAN � � .
<br /> _ = CL OF STUD - = ACCEPT STRAP AT SHEATHING w
<br /> - _ - - BEAM PER PLAN INTERIOR NOLDOWN NAILING RE: HOLDOWN NAILING RE rL �
<br /> _ = FLOOR JOISTS/RIM - _ (TYP.)d ¢ HOLDOWN SCHEDULE Q HOLDOWN SCHEDULE z � �
<br /> PER PLAN � �
<br /> %�-" � �'_'
<br /> I I = s =
<br /> II z � z J
<br /> II �� � Z -J z -
<br /> �� �—�.
<br /> � � � , � �
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<br /> � z � z �'
<br /> JQISTS N � � � I Q�
<br /> _ = PER PLAN BLKG. � WALL LINE � BUNDLED STUDS � � �
<br /> _ - PL 5 X 5 X 3/8° (TYP,) � SCHEDO LDOWN � REND 0 DOWN S . � �
<br /> _ = SCHEDULE
<br /> � Q
<br /> WOOD PQSTS PER FASTENERS PER BEND STRAP UNDER -
<br /> SC N E D U L E SCHEDULE MULT. JOISTjBEAM U.N.O. R ERA P L A N O V E R RE�APLAN L L --'`�� -� �
<br /> SHEATHING RE: HOLDOWN SCNEDULE ^ l
<br /> PER PLANS F O R A D D I T I O N A L I N F O. W r�'
<br /> SHEARWALL � PROVIDE 1 5/8" MIN. END N O T E; �
<br /> RE: PLAN � SHEATHING NOT DISTANCE FOR STRAPS RE: HOLDOWN SCHEDULE � �
<br /> PROVIDE 1 5/8" MIN. END SHOWN FOR FOR ADOITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY � Q,
<br /> i SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = i'-0" SCALE: 3 f 4" = 1'-Q" SCALE: 3 f 4" = 1'-0" � �
<br /> 1 TYPICAL HO DOW�1 ��OOR TO F�.�OR 12 TYP CA� HO�DOW�1 TO BEAM 13 HOL�DOWf� DETA L 14 15 EXTER QR NO�DOWN � �
<br /> 10 � 0 � 0 I�ITERIOR HO�DOW�I ❑ .
<br /> � �
<br /> ALT. LOCATION BOLT TYPE P,E.N. F.N. F.N. �� �
<br /> STRAP TYPE STRAP TYPE -
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<br /> i �
<br /> �
<br /> �O � 7 G • ��
<br /> _ � � �
<br /> INSTAI�L WASHERS ° P.E.N. �
<br /> BETWEEN BOLT NUTS & PL.N.
<br /> WOOD & SNUG TIGNT BOLT TYPE F,N_ P.E.N. � l
<br />� ALT. LOCATION ADD STUD IF NO PL.N. �,/ Q
<br /> _ 10d Q 6"O.G STAGGERED A�T. LOCATIONS EXTERIOR A.P.A. SHEATHING r� �
<br /> PER PLAN (.148"DIA. X 3" LONG) - `'� 1 � o
<br /> - - , � .
<br /> _ _ � SE�ET 0 THIS SHEET FOft PANEL NAILING NOTATIONS: � � �
<br /> NAILING DETAILS P.E.N. = PANEL EOGE NAILING !`�.
<br /> �.N. PL.N. = PLATE NAILING F.N. F.N. !"�, � � -
<br /> _ _ � PER SCHED. — F.N. = FIELD NAILING ��' �
<br /> �
<br /> BOLTPTYPE� P.E.N. P.E.N. � � �
<br /> ` �
<br /> . . PL.N. PL.N. � � �
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<br /> . . � � .. . .p . . - . . . .. . . . . . .
<br /> a � a a o 0 0 � � `�
<br /> 0 � l
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<br /> p .4k PEN STAGGERED ` o M--�1 �,,,
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<br />/ a . � '
<br /> .. Q v
<br /> D '• : �� � ° . . v. a �. �
<br /> a � Q . o . PL.N. P.E.N. P.E.N. W W
<br /> a. : . ° a . . 9 � I :. . . � NOTE: fJOTE:
<br /> � � °° � HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> �'�a� o� a a PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE.
<br /> SCALE: 3/4" = 1'-0° SCALE: NQNE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" �
<br /> 16 NOT USED 17 SE�T 0�1 18 TYP CA� N1�J�T P�E STUD ATTACHME�IT 19 HO�DQW�1 PLACEME�ITS 20 STRUCTURA� WA�I� II�TERSECT 0�15 '
<br /> ❑ 0 �� ❑
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