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HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> A �
<br /> HOLDOWN P�RDP WAN y � HARDWARE WOOD MEMBER/POST FASTENER ROD ANCNOR EMBEDMENT STEM DETAIL �
<br /> PER PLAN TYPE DIAMETER STEM THICKEN�D STEM THICKENED �MINIMUM) o
<br /> HOLDOWN FAS7ENERS CL HDU IN STUD CL HOLDOWN IN STUD _. >
<br /> �- � �y.:: .,. ..�:.�" , : W::; „ �>. . ;:. . . ., :;:; 2X4 WALL 2X6 WALL FOOTING SLAB CO
<br /> � AND WOOD STUDS PER STRAP STRAP a'
<br /> PLAN AND HOLDOWN ° a; .
<br /> SCHEDULE �4 ° o 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 /> J SCALE: 3/8" = 1'-0" - � ^
<br /> � �
<br /> r�) t�" a �� a " � ' �a FRAMING AT PANEL EDGES MST48 �2� 2X4 �2� 2X6 �34� 16d N.A. N.A. - N.A. - N.A, R�� � m
<br /> v aQ . . � . aa . •.a . aa . . ' � v I�' °v v . oa ( I4, 15/S1.3 ,-�
<br /> a aII .- - = a�� PER SHEARWALL SCHEDULE o �
<br /> . ' 4 a Q ° . a w { .. .d a ' a , o
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<br /> � ° � d ' a � a � Q � � a . ,� � " � �� MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. U) � �
<br /> #4 CONT. '. d_ Q . � q� . _ d. , a v � _ '�I—� 4�� 'a a — — — — — — —
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<br /> . .. .. � �— �� •. � � T T � c�t
<br /> � ° � � � �� Q ANCHOR ROD Q � � a1 U �
<br /> `a a� a. �� � .`Q .. a� 4. � � � �b � DIAMETER PER z — - / - - a� o
<br /> ' "-'-' � d ° �' SCHEDULE �� ( ( CMST14 4X6 (2� 2X6 (66� 16d N.A. N.A. N.A. N.A. � �
<br /> m — ��
<br /> ° �°� W � °� HEADER PER PLAN �' � �
<br /> a d . .. a ��. _ . , . _. PANEL EDGE NAILING (P.E.N.) � -;�
<br /> i �—) a CS16 X 48" HEAD/SILL �� U� �
<br /> � � o � � � � NUT/WASHER/NUT (I II W/ (44) 10d NAILS II II ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. ,�-
<br /> � �� -� � �—L' � � -���—i' -f � i—� � o ll.N.O. PER PLAN PER SHEARWALL SCHEDULE _ a �
<br /> � � �
<br /> � �$8 I I,=, I I= a,� �� I (;;,I f I= ( I;;,I I = NOTE: � �I BLKG. W/ EDGE NAILING I PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) 10d STRAP N.A. - 14" - 8» RE: � � �
<br /> REINFORCING NOT PER SHEAftWALL SCHED. 1, 2 S1.3 � �x �'•
<br /> POST PER PLAN OR (2) 2X STUDS � U � �
<br /> A: STRAP TYPE B: HD TYPE SHOWN FOR �) �k DGE NAILING AT SILL, I AT ENDS OF SHEAR WAL�,S. (6) SQS � � �
<br /> CLARITY HEAD, KING & TRIM STUDS HDU2-SDS2.5 (2) 2X4 (2) 2X6 ��4X2 1/2" 5�8 >> 6 -�
<br /> � � � �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � I �I POST & HOLDOWN PER o �
<br /> � (I I� � I I � ( I( I f HOLDOWN SCNEDULE I-IDU4-SDS2.5 (2) 2X4 (2) 2X6 ��4X2��2�� 5/8" 11" 6" �
<br /> 10 EXTER OR HO�DOWN (� SECT ON � :� � � £5� �.x
<br /> -�� � � � � I � HDUS-SDS2.5 (2) 2X4 (2) 2X6 (14) SDS 5�8�� ROD & 11" RE: 6" RE: ' i U f° G x ` '
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<br /> HOLDOWN PER PLAN 1/4X2 1/2" NUT/WASHER NUT � 2,12/S1.3 � ''
<br /> -'�- 20 SDS PER 2 S1.3 ,F
<br /> 4X PER PLAN---�� y - — — � — — — — � — — � ) � � i xr ``� a��; E'„a
<br /> HDU8-SDS2.5 4X4 4X6 1/4X2 1/2» 7/8' 11" 8„ >'.�..,.. . ... ...... '.�t,....... , . _; .,
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<br /> �� ` � STAGGER NAILING AT PLYWOOD JOINTS 30 SDS �
<br /> ;�, � HDU11-SDS2.5 4X6 6X6 � � 1" 16" 8" �
<br /> X
<br /> MSTC48B3 I HEADER PER PLAN 1/4X2 1/2° S ���, �
<br /> CS16 X 48" HEAD SILL l j� o
<br /> HOLDOWN � I I I ( W/ (44) 10d NAILS I( _ I I I (36) SDS , RE: �, ���
<br /> � Pl_YWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 » 1' 16" 8"
<br /> PER PLAN o0 o U.N.O. PER PLAN 1/4X2 1/2 2,12/S1.3 z �W�
<br /> CL OF STUD d- o SHEARWALL SCHEDULE -- TYPICAL � � ' z �
<br /> o z III I „ BLKG. W/ EDGE NAILING I) I III � �' �
<br /> HOLDOWN FASTENERS ,, START NAILS 1 1/2" UP � PER SHEARWALL SCHED. FIELD NAILING (F.N.) - TYP. MSTC48B3 (2) 2X4 (2) 2X6 RE' �' o � �
<br /> (12) 10d FACE, (4) 10d BOTTOM, (38) 10d STUDS/POST 7/S1.3 `��?�y � '��
<br /> AND WOOD STUDS PER o � FROM END OF STUD � II DGE NAILING AT SILL, I I ( � �
<br /> PLAN AND HOLDOWN ° NO NAILS REQ. y
<br /> SCHEDULE ° EMBEDMENT � • : NEAD, KING & TRIM STUDS POST & HOLDOWN PER
<br /> HOLDOWN SCHEDULE �'�
<br /> ° o PER SCHEDULE ` , �� f( — I HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o �' . " MIN. �Q �g 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY. �
<br /> ; I� (� I' 9 M��• S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> o . � � a _ - . 4 . a �' I I ^ 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. � �
<br /> a a . • � .• . . .. a �I �, II HOLDQWN BOLT SEE 4. SCREWS SfiALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. � �
<br /> ° ° � HOLDOWN SCHEDULF
<br /> ' �d �.a 44 Q Ila a d . . � a� _ �� �L .. I .�I_ �.L I _11_ 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE qd � o N
<br /> _ . °� .� - --� .�. �'� :° ' 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 U R N W I T H H 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 H E N U T. �- � �
<br /> a a � ° FACE NAILS (4) 0.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. � � �
<br /> "—'—�' "—'—'-' (12) 0.148" DIA. X 3" B��M P E R P L A N 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. � �
<br /> - -
<br /> I (,;,I ( I= ( I,;,I ( I= 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. � �
<br /> SCHEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18 S1.3. �" �
<br /> PLYWOOD/O.S.B. SHEAR PANELS AND EIv1BEDMENT �
<br /> — 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM B07TOM 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 /> �
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<br /> SCALE: 3/4�� _ ,�-o�� SCALE: 3/4�� = ,�-o" SCALE: 3/8�� - ,�-o�� T YP I C A� D E T A I� F 0 R S H E A R WA�L W/ � �
<br /> - � H
<br /> 0 0
<br /> � NTER OR HO�DOWN [_7_�_. HO�DOWN AT EXTERIOR 8 FORCE TRANSFER AROUND W I�DOW OPENINGS 10 H O�D O W N c� A S T E N E R S C H E D U E > �
<br /> ❑ � F
<br /> -- — _ --- __ _ _ � �
<br /> SHEARWALL SHEARWALL � �
<br /> RE: PLAN �_ �
<br /> ADDED STUD FOR -� - ���- ADDED STUD FOR -�'�t -_1� __._ `,,� RE: PLAN m �
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE �
<br /> (COUNTERSINK) � - HOLDOWN PER PLAN (COIJNTERSINK HOLDOWN PER PLAN HOLDOWN PER STRAP - �_
<br /> ABOVE & BELOW FLOOR � -- � �- RE: PLAN OVER
<br /> � l'- - - __ SAW CUT IN PLY TO � � �
<br /> CL OF STUD PLAN ACCEPT STRAP AT HOLDOWN NAILING RE: SHEATHING HOLDOWN NAILING RE: — � F.�.
<br /> _ _ - BEAM PER PLAN ��� ��d __ ` `INTERIOR ---\ /�_HOLDOWN SCHEDULE , , �HOLDOWN SCHEDULE
<br /> _ _ FLOOR JOISTS/RIM - _ (TYP.) �
<br /> � PER PLAN
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<br /> - JOISTS � � ` ��-- �
<br /> - = PER PLAN a BUNDLED STUDS ¢ V� �
<br /> _ (TYP.) BLKG. � WALL LINE �� � _ � �` BUNDLED STUDS
<br /> � - - PL 5 X 5 X 3/8" � RE: HOLDOWN ,,,
<br /> _ �. . SCFIEDULE r , �/�'RE: HOLDOWN � �
<br /> WOOD POSTS PER - -FASTENERS PER STRAP � SCHEDULE �
<br /> �
<br /> SCHEDULE BEND STRAP UNDER RE: PLAN OVER SHEARWALL --�`�� �
<br /> SCHEDULE MULT. JOIST/BEAM U.N.O. SHEATHING � - RE: HOLDOWN SCHEDULE RE: PLAN ♦, �
<br /> PER PLANS FOR ADDITIONAL INFO. Q,� �
<br /> _�1{ —�— NOTE: N
<br /> SHEARWALL SHEATHING NOT � PROVIDE 1 5/8" MIN. END RE: HOLDOWN SCHEDULE
<br /> RE: PLAN � DISTANCE FOR STRAPS � �
<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'-0" � �
<br /> 11 TYP CA� HO�DOWN F�OOR TO F�OOR 12 TYPICA� HO�DOWN TO BEAM 13 HO�DOWN DETAI� 14 INTER OR HO�DOWN 15 EXTER OR HO�DOWN c� �
<br /> � ❑ 0 �
<br /> __ __� __ _ — �
<br /> _ � _ � _ � �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. �
<br /> STRAP TYPE STRAP TYPE �� Q
<br /> � � � �
<br /> `' ST �O .. O ?< < �
<br /> �(n�— _ 3 � / �� I •
<br /> � �
<br /> ^ V �
<br /> INSTALL WASHERS —� ° � _ _ � P.E.N. ` .. � r�
<br /> BETWEEN BOLT NUTS &
<br /> WOOD & SNUG TIGHT -PL.N. � �
<br /> BOLT TYPE F,N. P.E.N.
<br /> _ = ALT. LOCATION � ADD STUD IF NO PL.N. C� �
<br /> _ - 14d � 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING �/1 �
<br /> � - - PER PLAN (.148"DIA. X 3" LONG) v 1 � �
<br /> — . NOTE: � NAILING NOTATfONS: � o
<br /> - - SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEI. EDGE NAILING � �
<br /> NAILING DETAILS F N PL,N. = PLATE NAILING � I •�
<br /> _ - PER SCHED. - - - , ," IF.N. - F.N.
<br /> F.N. = FIELD NAILING (�] �
<br /> STRAP TYPE P.E.N. P.E.N. O ^ �3
<br /> , BOLT TYPE � �
<br /> . o Q . . v � PL.N. PL.N. � � �
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<br /> " p . I �° ° . P : PEN STAGGERED t . _ .._. O �..� ��-,
<br /> . a a P . I . ' . . � �
<br /> ° .v .. . � �4 ( ° ... a. Q.. a . , ; , PL.N. � ��T� �
<br /> . o a . o . P.E.N. P.E.N. � F�I �
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<br /> . a .� . . . . .. .. NOTE:
<br /> N OTE
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<br /> ° � a . .. . . v - -- HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> ~ ° � ° PER PLAN AND SCHEDULE. � AND SHEARWALL SCHEDULE. �
<br /> , �
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 16 NOT USED 17 SECT ON � g TYP CA� MU�T P�E STUD ATTACHMENT �g� HO�DOWN P�ACEMENTS 20 STRUCTURA� WA�� NTERSECT ONS '
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