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<br /> NOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOIDOWN HOLDOWN HARDWARE WOOD MEMBERjPOST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> PER PLAN PER PLAN , TYPE DIAMETER STEM THICKENED STEM THICKENED f���IMUM) o
<br /> CL HQU IN STUD CL HOLDOWN IN STUD ���ti z
<br /> HOLDOWN FASTENcRS °y '�'� �-�� �� � ' � - ` ' '' 2X� WALL 2X6 WALL co
<br /> AND WOOD STUDS PER STRAP STRAP FOOTING SLAB �
<br /> PLAN AND HOLDOWN ° <C
<br />; SCNEDULE --��,,,, ° SW CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> ° EMBEDMENT
<br /> EMBEDMENT � o PER SCNEDULE (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. � �
<br /> J SGA�E; 3/8" = 1'-0" — � � �
<br /> ���� •��� Q :� �, a�:�''I � o ' ,d a. , . . _ �:I�I� ' a �a FRAMING AT PANEL EDGES MST48 �2� 2X4 �2� 2X6 �34� 16d N.A. N.A. - N,A. - N.A. ¢E:15 S1 3 � �
<br /> .. � . . � . d� �
<br /> � . . oa . 4'�I � da . . �' - — Q.I) � . ° ° . °a. . PER SHEARWALL SCHEDULE ' ' � �
<br /> �
<br /> �.. . . ._. . _ � _ .
<br /> a . a u _ { . .. . a
<br /> • a a d � Q ; o
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<br /> . �
<br /> ° � Q a' 4 �� � � � �_� � � °� a . . , '.a °a MST6� (2) 2X4 (2} 2X6 (48) 16d N.A. N.A. - N.A. - N.A. � � �
<br /> #� C�NT. � 4 ° �c c � . a . . d a 4 � � � t=� �I� � — —
<br /> . ,. . — — — — — — —
<br /> � . . �
<br /> � _ :. o ' �II . � � � — — � � o
<br /> ° � ANCHOR ROQ � ^ �
<br /> <4Q a. a �+ � ..`° � . °� a ` a� � ��Q � � DIAMETER PER = _ _ c�
<br /> °' �� CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. N,A. N,A. � -�
<br /> � ° °' SCHEDULE �
<br /> . ° � . a W ^ . � a " HEAQER PER PLAN � �
<br /> .
<br /> i a ° � �� o Q ° � E I—I a � . � I ( CS16 X 48" HEAD/SILL PANEL EDGE NAILING (P.E.N.} � -�-� � �
<br /> NUT/WASHER/NUT W/ (44) 10d NAILS ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. W � ;>
<br /> .
<br /> 00 °o � i � o, � � � � � (� (� PER SHEARWALL SCHEDULE - �
<br /> o � � i i t—i� i i i i� o U.N.O. PER PLAN � o �
<br /> ��8� I I,;;I I I= ° o:o �� I I,;,I I I= I I, ,—, - z BLKG. W/ EDGE NAILING „ , RE: � �
<br /> � � - I �- NOTE: � I I I I I PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) 10d STRAP N.A. - 14 - 8 1 2 S1.3 � � �'
<br /> R E I N F O R C I N G N O T PER SNEARWALL SCHED. P O S T P E R P L A N O R (2) 2 X S T U D S � � �-' '
<br /> A: S T R A P T Y P E B: H D T Y P E SHOWN FOR I ( DGE NAILING AT SILL, I I� (6) S D S � � �
<br /> CLARITY HEAD, KING & TRIM STIJDS AT ENDS OF SHEAR WALLS.
<br /> _ �I HQU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11" 6" � o cfl
<br /> o� o
<br /> SCAL�: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" POST & HOLQOWN PER � � �
<br /> J I '� � ( (� I HOLDOWN SCHEDUL.E HDU4-SdS2.5 (2) 2X4 (2) 2X6 ��0) SDS 5/8» 11" 6° � �
<br /> � EXTERIOR HO�DOW�I 20 SECTION � I II � 1/4X21/2" � ; ' I �, K/k s ,
<br /> 14 SDS �
<br /> �CX/y ; ,� y L.
<br /> � I �- -�-� � � HDU5-SDS2.5 (2) 2X4 (2) 2X6 � � » 5/8" ROD & 11" RE: 6" RE: ` ; U ; �
<br /> � A HOLDOWN PER PLAN 1/4X2 1/2 NUTfWASHER NUT 2,12/S1.3 ' � �
<br /> \ 5 '). 3 � �E .
<br /> 4X PER PLAN - — — — — = — — — — — (20) SDS „ PER 2/S1.3 , �,1• k� ° , � �.'�; �.
<br /> o - - HDU8-SDS2.5 4X4 4X6 1/4X2 1/2„ 7/8 ��' g' " n=...�:. n.. ,.
<br /> W � �. �
<br /> ',; = STAGGER NA{LING AT PLYWOOD JOINTS (30) SDS �
<br /> '"' " � MSTC48B3 � HDUl1-SDS2.5 4X6 6X6 1 4X2 1 2" 1" 16" 8" � � '�
<br /> ,� HEADER PER PLAN � � � �M1� �
<br /> ee
<br /> • � • I CS16 X 48' HEAD f SILL T u �
<br /> HOLDOWN o . . f �I W/ (44) 10d NAILS (� I I (36) SDS „ „ „ RE: ,� ti ���'�
<br /> PER PLAN ao o U.N.O. PER PLAN PLYWOOQ SHEATHING PER HDU14-SQS2.5 4X6 6X6 ` � � 1 16 8 �
<br /> CL OF STUD ¢ Q SHEARWALL SCHEDULE - TYPICAL 1 4X2 1 2' 2,12 S1.3 � � r � ,�
<br /> Z BLKG. W/ EDGE NAILING I ( I '" . �,' '� �
<br /> NOLDOWN FASTENERS ( � START NAILS 1 1/2" UP � PER SHEARWALL SCHED. FIELD NAILWG (F.N.) - TYP. MSTC48B3 (2) 2X4 2 2X6 RE: � o �
<br /> A N D W O O D S T U D S P E R F R O M E N D O F S T U D O (12} 10d FACE, (4) 10d BQTTOM, (38) 10d STUDS/POST 7/S 1.3 �<? �y �
<br /> � � ' � I DGE NAILING AT S1LL, ( � P Q S T & N O L D O W N P E R � �
<br /> P L A N A N D H O L D O W N ° N O N A I L S R E Q. - ?� ��
<br />� S C H E D U L E ° E M B E D M E N T H E A D, K I N G & T R I M S T U Q S � �,�
<br /> ° PER SCFIEDULE — H O L D O W N S C H E D U L E H O L D O W N A N D F A S T E N E R S C H E D U L E N O T E S;
<br /> o .
<br /> o �" MIN. 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY. -
<br /> � I I I 9�� M��• S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG. �
<br /> o .
<br /> . .
<br /> ' � - v' � I ( 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED, �
<br /> ° =--� � ° � � ° HOLDOWN BOLT - SEE � w � �
<br /> . 4— , . — : � — —. ..: Q
<br /> ° � ° ° � � � � � II HOLDOWN SCHEDULE 4. SCREWS St{ALL SE SDS 1/4' DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. �, � ,_,_ o
<br /> � � � `Q '° a d� :I'Ia Q�4�� �. a �. .. . � ' ' � � �- � I I 5. HQLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CQNCRETE. �d N o N
<br /> °—� � ( � �•�' �° • 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 f N G E R-T I G H T P L U S 1/3 - 1/2" T U R N W I T N N A N D W R E N C H. C A R E S H A L L B E T A K E N T O N O T O V E R-T O R Q U E T N E N U T. � � �
<br /> �� � . . ..�..— � � �
<br /> 4 a � . . : ` FACE NAILS (4� 0.148° DIA. X 3'� � � IMPACT WRENCHES SHALL NQT BE USED. o `�'
<br /> . ..
<br /> -i i i—i � =i i i—i � > » BEAM PER PLAN 7. HDU HOLDOWNS SHALL BE INSTALL.ED CENTERED A�ONG THE WIDTH OF THE ATTACHED POST. � �
<br /> I I;=;I ( I= � �,� � f= (12) 0.148' DIA. X 3 2 7�g" PRE BENT ANCNOR BOLTS - SEE SHEARWAL� 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FQR THE REQUIREp POST SPECiES AND GRADE. � 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 j S 1.3.
<br /> � AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING".
<br /> � HD TYPE 11. ANCNOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HERD REQUIRES N�T/WASHER NUT PER 2/S1,3. � _
<br /> 0
<br /> SCAL�: 3/4�� - ,�-o�� SCALE: 3/4�J - ,�-a�� SCALE: 3/8�� - ��-o�� T YP�C A�. D E T A C� F 0 R S N E A R WA�� W/ � �
<br /> - o �
<br /> 0 I f�T E R O R H O�D O W[� 0 HO�D�W�1 AT EXTER OR 8 0 F�RCE T�ANSFER A R O U�I D W I N D O W O P E�I N G S 10 HO�DOW�1 �c FASTENER SCNED��E � �
<br /> � �
<br /> SHEARWALL SNEARWALL � �
<br /> RE: PLAN RE: PLAN � Q
<br /> ADDED STUD FOR ADDED STUD FOR � � v
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE
<br /> COUNTERSINK HOLDOWN PER PLAN HOLDOWN PER PLAN - ,-
<br /> ( ) (COUNTEftSINK HOLDOtNN PER STRAP
<br /> ABOVE & BELOW FLOOR � SAW CUTIN PLY TO RE: PLAN OVER � �
<br /> - - - PLAN ACCEPT STRAP AT SHEATHING w �
<br /> - CL OF STUD �
<br /> � -�- - = INTERIOR N4LDOWN NAILING RE: HOLDOWN �lAILING RE: � �
<br /> - - - BEAM PER PLAN (3) 10d HOLDOWN SCHEDULE : : NOLDOWN SCHEDULE : : -
<br /> - - FLOOR JOISTS/RIM - _ (TYP.} � � O i 2 �
<br /> P�R PLAN � � �
<br /> a � � �
<br /> � — � (
<br /> _
<br /> ��
<br /> �� II � � - Z �
<br /> �� � z �–� � z
<br /> �� �- o a- o
<br /> � � z �¢ z �
<br /> . . . . . . . . i
<br /> JOISTS � � J v' � Q�}
<br /> - = PER PLAN Q BUNDLED STUDS ¢ �
<br /> - - (TYP.) BLKG. � WALL LINE � � BUNDLED STUDS �,� �
<br />� _ _ PL. 5 X 5 X 3/8" w RE: HOLDOWN w ,
<br /> SCHEDULE RE: HOLDONaN . � �
<br /> - = SCHEDULE � O
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER
<br /> SCHEDULE SCHEDULE MU�T. JOISTfBEAM U.N.O. RERAPLAN OVER SHEARWALL _ .� �
<br /> SHEATHING RE: HOLDOWN SCHEDULE RE: PLAN Il
<br /> PER PLANS FOR ADDITIONAL INFO. CI,� �
<br /> - NOTE: 4J
<br /> SHEARWALL SHEATHING NOT � PROVIDE 1 5/8" MIN. ENQ RE: HOLDQWN SCHEDU�E
<br /> RE: PLAN � �� DISTANCE FQR STRAPS � �
<br /> PROVIDE 1 5/8 MIN. END SHOWN FOR FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRRPS CLARITY � �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � �
<br /> � 1 TYP CA� HO�DOW�1 FLOOR TO F�OOR 12 TYPICA� NO�D�W� TO BEA�I 13 NO�DOWN DETA � 14 I�ITERIOR HO�DOW�J 15 EXTER OR NO�DOW�1 cc� �
<br /> � � �
<br /> ALT. LOGATION BOLT TYPE P.E.N. F.N. F.N. �
<br /> STRAP TYPE STRAP TYPE �� Q
<br /> I I � � �
<br /> ^ � �� o }< � �
<br /> , � � �
<br /> INSTALL WASHERS �
<br /> BETWEEN BOLT NUTS & P.E.N. �
<br /> PL.N.
<br /> WOOD & SNUG TfGHT BOLT TYPE F,N, P.E.N.
<br /> - - ALT. LOCATION ADD STUD IF NO PL.N. C� �
<br /> _ = 10d � 6"O.C. STAGGERED ALT. LOCATIONS - EXTERIOR A.P.A. SHEATHING � �
<br /> PER PLAN (.148"DIA. X 3" LONG) { � �
<br /> �_ _ � O
<br /> � - - SE�ET 0 THIS SHEET FOR PANEL NAILING NQTATIONS: � � �
<br /> _ - P.E.N. = PANEL EDGE NAILING •
<br /> NAILING DETAILS F.N _ PL.N. = PLATE NAILING F.N. - F.N. � �
<br /> - - PER SCNED. -
<br /> - - F.N. = FIELD NAILWG �T� �
<br /> STRAP TYPE P.E.N. P.E.N. � �� Ct3
<br /> BO�T TYPE �
<br /> . PL.N. PI�.N.
<br /> . . o Q :a � o . , � �
<br /> a a o v �
<br /> ���� � o . . . .. � �o a .. �. a . PEN STAGGERED _ , o r o o � � �
<br /> v _ _ p' ' \ �
<br /> ° . ° Q ' � p �r/ �
<br /> . . o .. . c .
<br /> ° v .. � I � a.9 -PL.N. P.E.N. � P.E.N. �� W W
<br /> �° a . . . .
<br /> � v .
<br /> � o . .
<br /> . .� . NOTE. NOTE:
<br /> NOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> � va
<br /> � � ° o ° � � PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE. '
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCALE; 3 f 4" = 1'-0" SCAI�E: 3/4" = 1"-0"
<br /> :. 16 �IOT USED 17 SECT 0�1 18 TYPGCA� N1U�TIP�E STUD ATTACN�lE�1T 19 HQ�DOV�II� P�ACENIENTS 20 STR�CTURA� WA�� �ITERSECTIONS •
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