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HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOLDOWN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> P�RDP AN PER PLAN TYPE DIAMETER (MINIMUM) o
<br /> HOLDOWN FASTENERS CL HDU IN STUD CL HOLDOWN IN STUD � �r: STEM THICKENED STEM THICKENED �,
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<br /> ' 2X4 WALL 2X6 WALL FOOTING SLAB C°
<br /> :; �. .:;. ., . ..... , ::> � ..._ ;:-;
<br /> AND WOOD STUDS PER °°° STRAP STRAP °'
<br /> PLAN AND HOLDOWN °
<br /> �
<br /> SCHEDULE ° SW CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> ° EMBEDMENT
<br /> EMBEDMENT � o PER SCHEDULE U �
<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 /> SCALE: 3 f 8" = 1'-0" °' ^
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<br /> � �
<br /> 7I ,• . � ; o':II aa . e ., , � a . a a. FRAMING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N.A. 4,.15 S1.3 � �
<br /> o QQ da � II a dQ PER SHEARWAL� SCHEOULE � �'
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<br /> � �. � � � a o _ _ _ _ _ _ MST60 (2) 2X4 (2) 2X6 (4$) 16d N.A. N.A. N.A. N.A. � t� .� �
<br /> #4 CONT. Q a. � � • a � a a a � � � 'i-1 II a � C� o � � �
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<br /> � a a � �b DIAMETER PER = � �
<br /> `� . ° a a, a � a ' ,, o a °� q 4, I CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. - N.A. - N.A. � -+�
<br /> " . m SCHEDULE `- °'
<br /> .a . a.. . � - a HEADER PER PLAN � ��.,
<br /> `'' » PANEL EDGE NAILlNG (P.E.N.) � -�
<br /> a ° - .. a ° , �—� a 4 . . I CS16 X 48 HEAD/SILL I _ _ W �
<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. ?
<br /> , o � � , o e�' � e� � � PER SNEARWALL SCHEDU�E �
<br /> � � —i � i—i � � � —� i E—� � —i � i—i , o U.N.O. PER PLAN _ � Q c�
<br /> z BLKG. W/ EDGE NAILING RE: �- s�
<br /> � � ��,;,( � �_ � �,—, ,� � �_ �.�,;,I I I= N4TE: � I I ( � � PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) lOd STRAP N.A. - 14" - 8" � � �
<br /> PER SHEARWALL SCHED.
<br /> REINFORCING NOT POST PER PLAN OR (2) 2X STUDS 1, 2/S1.3 � � �
<br /> A: STRAP TYPE B: HD TYPE SHOWN FOR II DGE NAILING AT SILL, ( I AT ENDS OF SHEAR WALLS. (6) SDS „ „ � � �
<br /> CLARITY HEAD, KING & TRIM STUDS HDU2-SaS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2° 5�� 11" 6 � �o a
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<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'--0" POST & HOLDOWN PER � � �
<br /> � HOLDOWN SCHEDULE (10) SDS ,
<br /> � f I I ( II HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1�2�� 5/8» 11" 6>, ; •,., i , . s,
<br /> 1� E X T E R O R H Q D O W�1 2�� S E C T O� _ _ Ys�� E— :-., �
<br /> II 14 SDS » » , 3;�� _; , < ; :
<br /> JL �_ � � _� HDU5-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1�2>, 5�8 ROD & 11 RE: 6' RE: ��; y U � :
<br /> HOLDOWN PER PLAN NUT/WASHER NUT 2,12/S1.3 : �
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<br /> 4X PER PLAN — — — — — —
<br /> (20) SDS PER 2/S1.3 �f � h 1 �f�
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<br /> o — T HDU8-SDS2.5 4X4 4X6 1/4X2 1/2» 7/8„ 11>, 8" :' �, ` �
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<br /> � STAGGER NA(LING AT PLYWOOD JOINTS �
<br /> ',', (30) SDS , '
<br /> HDU11-SDS2.5 4X6 6X6 �� 1" 16" 8' �
<br /> X MSTC48B3 HEADER PER PLAN 1/4X2 1/2 5 1��r �
<br /> CS16 X 48" HEAD/SILL
<br /> o I I 'I W/ (44} 10d NAILS j�� o
<br /> NOLDOWN I) I � (36) SQS „ , RE: � ti � c�a
<br /> � PLYWQOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 » 1 16' 8"
<br /> PER PLAN � o U.N.Q. PER PLAN 1 f4X2 1/2 2,12/S1.3 � � � ,,a
<br /> CL OF STUD �- o f I f I f SHEARWALL SCHEDULE - TYPICAL � `� a <C
<br /> z � BLKG. W EDGE NAILING � �, �� • - ' � � .'�
<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 � PER SHEARWALL SCHED. F I E L D N A I�I N G (F.N.) - T Y P. MSTC48B3 (2} 2 X 4 (2) 2 X 6 (1 2) 1 Q d F A C E, (4) 1 0 d B O T T Q M, (3 8) 1 0 d S T U D S/P O S T RE. �o� ��
<br /> AND WOOD STUDS PER � � � FROM END OF STUD I � 7/S1.3 � �C�
<br /> PLAN AND HOLDOWN ° � NO NAILS REQ. HEAD, KING & TRIMLSTUDS POST & HOLDOWN PER ?`���
<br /> SCHEDULE o ° EMBEDMENT � • •
<br /> ' II — I HOLDOWN SCHEDULE HQLDOWN AND FASTENER SGHEDULE NOTES;
<br /> o PER SCHEDULE , „
<br /> o MIN. 10 19 1. HOLDQWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY.
<br /> -� 1 9�� M��• S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> N II � 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. �
<br /> ° �=. a Q ;= =° — = � .°a II II HO L D O W N B O L T - S E E 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1 f2" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. � � � o
<br /> d ° ° a a a • �i� a . �.L I �L �IL ( �L HOLDOWN SCHEDULE ¢ � co
<br /> d. a .a a . 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. �,
<br /> �_ _ � • _ •� _� (I I) 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. Q o � �
<br /> a a � � ' � � ° FACE NAILS (4) 0.148" DIA. X 3" � � IMPACT WRENCNES SHALL NOT BE USED. � �
<br /> , , ,._, , , , ,—, , » � BEAM PER PLAN 7. HDU HOLDOWNS SNALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. � �
<br /> I I,;,) I I= I I,;, I I= (12} 0.148 D1A. X 3' 2 7/8" PRE BENT ANCNOR BOLTS - SEE SHEARWALL 8, RE: NOTES SECTION 06100 '°ROUGH FRAMING" FOR THE REQUIRED 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 W 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 f 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. ANCHOR BOLT HOLDOWNS SHA�L BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. �
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<br /> � - � ° � - �° TYP CA� DETA � FOR SHEARWA�� W/ �
<br /> SCALE: 3/4' - 1 -0' SCALE: 3/4" = 1'-0" SCALE: 3/8' - 1'-0 2
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<br /> 0 If�TERIQR NO�DOW�1 0 7 NO�DOW�1 AT EXTER OR � �ORCE TRANSFER AR0��1D WIf�DQW OPE�1 f�GS 10 HOL�DOWf� �C FASTE�IER SCHEDU�E W "
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<br /> SHEARWALL SHEARWALL � ~
<br /> RE: PLAN RE: PLAN � Q
<br /> ADDEQ STUD FOR ADDED STUD FOR � v
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE STRAP �
<br /> (COUNTERSINK) HOLDOWN PER PLAN (COUNTERSINK) HOLDOWN PER PLAN HOLDOWN PER SAW CUTIN PLY TO ~ �
<br /> ABOVE & BEL�W FLOOR RE; PLAN OVER � U,
<br /> - = CL OF STUD = = PLAN ACCEPT STRAP AT SHEATHING � F-
<br /> - = - = BEAM PER PLAN INTERIOR HOLDOWN NAILING RE: HOLDOWN NAILING RE: � �
<br /> _ __ (3} 10d NO�DOWN SCHEDULE HOLDOWN SCHEDULE v
<br /> _ _ F�OOR JOISTS f RIM _ _ (TYP.) � � Z i W
<br /> PER PLAN c� c�
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<br /> JOISTS N � N � Q�
<br /> _ = PER PLAf� BLKG. � WALL LINE � BUNDLED STUDS � BUNDLED STUDS � �
<br /> _ _ PL 5 X 5 X 3/8" {TYP.) `� SCH DO LDOWN � RE: HOLDOWN .�r..� �
<br /> - = SCHEDULE
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP � Q
<br /> SCHEDULE SCHEDULE MULT. JOIST/BEAM U.N.O. RE: PLAN OVER REE P AN L ��
<br /> SHEATHING RE: HOLDOWN SCHEDULE � l
<br /> PER PLANS FOR ADDITIONAL INFQ �L! �'
<br /> SHEARWALL � PROVIDE 1 5/8" MIN. END NOTE: 4�
<br /> � RE: PLAN � SHEATHING NOT DISTANCE FOR STRAPS RE: HOLDOWN SCHEQULE � Q
<br /> PROVIDE 1 5/8" MIN. END SHOWN FOR FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY � Q�
<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'-Q" �"'I �
<br /> 11 TYP CA� NQ DOWN F�OOR TO F�.00R 12 TYP CA� NOLDQWN TO BEAM 13 HQ�aaWf� DETA�L 14 15 EXTERIQR NO�DOW�1 � �
<br /> 0 �- � 0 0 1�1TER OR NO�DOW�1 �
<br /> 4� �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. �� �
<br /> STRAP TYPE STRAP TYPE
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<br /> � � �
<br /> INSTAL.L WASHERS ° P.E.N. ; � �
<br /> BETWEEN BOLT NUTS & PL.N.
<br /> WOOD & SNUG TIGHT BOLT TYPE F.N. �•�•��
<br /> - - ALT. LOCATION ADD STUD IF NO PL.N. � U �
<br /> lOd Q 6"O.G STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING T/� Q�
<br /> I - —
<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 NAILING
<br /> - PER SCHED. F.N, PL.N. = PLATE NAILING F.N. F.N. � � �
<br /> - — F.N. = FIELD NAILING �]
<br /> STRAP TYPE P.E.N. P.E,N. O ^ �
<br /> BOLT TYPE �
<br /> o Q . .
<br /> I PL.N. PL.N. � � �
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<br /> . v .�. . �. D .�, .D .. . .. �.. �V � ��T� �
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<br /> ° v . Q ` o PL.N. P.E.N. P.E.N. � W W
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<br /> � NOTE NOTE:
<br /> °° HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> � ° o Q � PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE.
<br /> SCALE: 3/4" = 1'-0" SCRLE: N4NE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> TYP CA� �IU�TIP�E STUD ATTACHME�IT 19 N�LDOWf� P�ACEI�E�ITS 20 STR�CTURA� WA�L �1TERSECT O�JS '
<br /> 16 �IOT USED 17 SECT10�1 18 ❑ 0
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