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- HOLDOWN & FASTENER SCNEDULE (HF STUDS)
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<br /> HOLDOWN p�RDP WAN HARDWARE WOOD MEMBER/POST FASTENER RQQ ANCNOR EMBEDMENT STEM DETAI� �
<br /> TYPE DIAMETER STEM THICKENED STEM THICKENED �M�NIMUM) o
<br /> PER PLAN CL HDU IN STUD CL HOLDOWN IN STUD " 2X4 WALL 2X6 WALL �
<br /> � FOOTING SLAB
<br /> 0 DO N FASTENERS
<br /> ,. �:;: £ � : ;. r :.>: �,
<br /> ,.. o�
<br /> AND WOOD STUDS PER �° � STRAP STRAP
<br /> PLAN AND HOLDOWN � o° ° � -
<br /> SCHEDULE ° °° SW CS16 2X4 2X6 (26) 8d N.A. N.A. - N,A. - N.A. �
<br /> ° EMBEDMENT �°
<br /> ° PER SCHEDULE � ° , _ . � �
<br /> EMBEDMENT o 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 /> , w SCALE: 3/8" = 1'-0" _ - � �
<br /> �
<br /> ��� •• " . = MST48 ( ) 2X4 ( ) ZX6 ( ) 16d N A N A - N A _ E. , `�'
<br /> ' R .
<br /> a .�) a � a FRAMING AT PANEL EDGES 2 2 34 . . . . . . N.A. 4, 15 S1.3 �'- �
<br /> . a. . _ �.�� �a .
<br /> Q ° 4p. . `"� a�l . Q , ..a � . Qa. . v — tl.�� a .a ' a� C'�
<br /> � , : = PER SHEARWALL SCHEDU�E
<br /> . �a . . . � � -
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<br /> ° Q �a d Q °4 � ° a a � 0 4 a °4 � _ � � �,������ ��� Q . �� ��a °d � � MST60 �2� 2X4 �2� 2X6 �48� 16d N.A. N.A. - N.A. - N.A. cn ,--�_�, `m,�
<br /> #4 CONT. .: , . � : . '� . � �- �—� I�I . C�pR o � _ — — — — �
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<br /> ' � � Q � ° o ( ' � ° w _ _.-._ � o
<br /> AN ROD � �
<br /> <a <, : �'� � DIAMETER PER = f � �
<br /> � � d ° � � Q 4 ° �' � � � � d ° '' SCHEDULE ` CMST14 4X6 (2) 2X6 (66} 16d N.A. N.A. - N.A. - N,A. � �
<br /> . .a � . . a� W _ d��
<br /> � I HEADER PER PLAN � -�
<br /> � PANEL EDGE NAILING (P.E.N,)
<br /> � ° � � Q ° �. � � �—� a 4 'I f CS16 X 48" HEAQ/SILL ( I ALL. EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. �'-� � � �
<br /> o � � o � � � � NUT/WASHERjNUT W/ (44) 1Qd NAILS �
<br /> � �o -ii i i—i' �° g -i i i—i � �, ,� o U.N.O. PER PLAN PER SHEARWALL. SCHEDULE � o
<br /> - � BLKG. W/ EDGE NAILING RE: �- � '�'
<br /> &�°a 9� I i,;,I I I= �o o �� I �,;,I I I= I I,;,I I I- NOTE: � I ( I I I PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2} 2X6 (30} 9 Od STRAP N.A. - 14" - 8" � v �
<br /> R E I N F O R C I N G N O T PER SHEARWALL SCHED. P Q S T P E R P L A N O R (2) 2 X S T U D S 1, 2/S1.3 � �
<br /> V �
<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 AT ENDS OF SHEAR WALLS. U � �
<br /> CLARITY HEAD, KING & TRIM STUDS HDU2-SDS2.5 (2) 2X4 (2} 2X6 1/4X2 1/2" 5�8 11" 6" � o� o •
<br /> — U� .-� c�t
<br /> SCALE: 3 4" = 1'-0" � �> � _
<br /> / SCALE: 3/4' = 1'-0 POST & HQLDOWN PER (10) SDS
<br /> � (� ' ( (' I (I I HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2° 5�8 11" 6" � _ ��`�`�`
<br /> 1[� EXTERIOR NOLDOW�I 2�� SECT10�1 _ �t�;; �--- �
<br /> II 14 SDS �
<br /> _l!_ (_ � _Lt_ _� � HDUS-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2„ 5�8�� ROD & 11" RE: 6" RE: �`; U `� �,`
<br /> HOLDOWN PER PLAN NUT/WASNER NUT 2,12/$1.3 > : � '
<br /> i K y
<br /> (20) SDS PER 2/S1.3 ,
<br /> Q - - T HDUB-SDS2.5 4X4 4X6 9/4X2 1�2�, 7/8" ��>, 8:> �, �..::; �. ,,.�.. ..:<
<br /> 4X PER PLAN — — — — — —
<br /> —
<br /> W � — — �
<br /> �.�. MSTC48B3 ( — STAGGER NAILING AT PLYWOQD JOINTS HDU11-SDS2.5 4X6 6X6 1/4X2 1/2" �� �6 8� 1 � �
<br /> "' • • NEADER PER PLAN F��(r �
<br /> x . o CS16 X 48" HEAD/SILL _ > �; 1�� a ,
<br /> ,
<br /> HOLDOWN o III ( W/ (44} 10d NAILS (36) SDS ,, RE: ,� ti ��'�'w,
<br /> PER PLAN �o o U.N.O. PER PLAN PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 � � � � � . �
<br /> CL OF STUD d- o SHEARWALL SCHEDULE - TYPICA� 1 4X2 1 2" > 16� $ 2,12 S1.3 � �
<br /> o � ( ( ( BLKG. W/ EDGE NAfLING I I I � � • - �^�` '�o
<br /> HOLDOWN FASTENERS START NAILS 1 1/2" UP PER SHEARWALL SCHED. FIELD NAILING (F.N.) - TYP. MSTC48B3 (2} 2X4 (2} 2X6 (12) 10d FACE, (4) 10d BOTTOM, (38} lOd STUDS/POST ftE: �� ,�
<br /> ° � o'I FROM END OF STUD ' I DGE NAILING AT SILL, I) 7/S1.3 ��`�L�. y �g, �'�
<br /> AND WOOD STUDS PER ���
<br /> PLAN AND HOLDQWN ° NO NAILS REQ.
<br /> SCHEDULE o ° EMBEDMENT o� � HEAD, KING & TRIM STUDS POST & HOLDOWN PER
<br /> a PER scHE�u�E �I — " NOLDOWN SCHEDULE HOLDOWN AND FASTENER SC�-IEDULE NOTES;
<br /> o MIN. 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSQN STRONG-TIE COMPANY.
<br /> � II (� I ' 9 M��' S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG. ��
<br /> 4 . � a �. . � Q � . . _ a � ( II l 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. �
<br /> = NOLDOWN BOLT - SEE » » r� � �
<br /> c d ' — —' ' ' a 4. SCREWS SHALL BE SDS 1/4 DIA. X 2 1/2 AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. � � ,� o
<br /> ° °� HOLDOWN SCHEDULE
<br /> . . � `° • a da -- d :II/J Q' � . Q ', � � �- �- � ( � 5. NOLDDQWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. `� N � �
<br /> •. °_�� �"— � • Q - •�' ° II II 6. ANCHOR BOLT NUT SNALL 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 � � � � ° FACE NAILS (4) 0.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. �
<br /> ` '—"—' ' '—"T'-' (12) 0.148" QIA. X 3" BEAM PER PLAN 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. �
<br /> � _ �
<br /> I I,;,I I I= I I,;,( I I= 2 7/8" PRE BENT SCHEDULE o 0R SIZE,E SPACINGWALL g. gUNDLOED S UDSTIPERODETAILR 8U SN 3 RAMING" FOR TNE REQUIRED POST SPECIES AND GRADE. � p
<br /> PLYWOOD/Q.S.B. SHEAR PANELS AN� �MgE�MENT �
<br /> 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING". �
<br /> HD TYPE 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR NEAD REQUIRES NUT/WASHEft NUT PER 2/S1.3. :�
<br /> � •
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<br /> SCALE: 3/4�� _ ,�-o�� SCALE: 3 4�� � ,�-Q�� � � �� TYPICA� DETAC� FOR SNEARWA�� W �
<br /> � SCALE: 3/8' = 1 -Q / o �
<br /> 6� INTER OR NOI�DOW�1 �7 NO�DOWN AT EXTERIOR � FORCE TRAf�SFER AROU�ID W �1DOW OPE�I NGS 1 Q HO�.DOW�1 �C FASTE�lER SCHEDU�E � �
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<br /> SHEARWALL SHEARWALL Q �
<br /> RE: PLAN '_
<br /> f RE: PLAN m U
<br /> ADDED STUD FOR ADDED STUD FOR - �
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE
<br /> COUNTERSINK HOLDQWN PER PLAN HOLDOWN PER PLAN - - �.
<br /> ( ) (COUNTERSINK HOLDOWN PER STRAP
<br /> ABOVE & BELOW FLOOR � SAW CUT IN PLY TO -� R�: PLAN OVER � �
<br /> = CL OF STUD _ _ PLAN ACCEPT STRAP AT SHEATNING w ��-
<br /> _ - = BEAM PER PLAN INTERIOR NOLDOWN NAILING RE: HOLDOWN NAILING RE: cL � .
<br /> _ (3) 10d HOLDOWN SCHEQULE HOLDOWN SCHEDULE
<br /> _ = FL90R JOISTS/RIM _ _ (TYP.) ¢ Q o i z
<br /> PER PLAN
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<br /> - �' � II W Q W z v
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<br /> . . . . . . . . � z _ � z _ d-�
<br /> JOfSTS N � N � �
<br /> - = PER PLAN Q BUND�ED STUDS ¢ �
<br /> - - (TYP.) BLKG. C� WALL �INE � � BUNDLED STUDS �'�j
<br /> _ _ PL 5 X 5 X 3/8" W SCHEDU DOWN '�' RE: HOLDOWN �,�.,,� .
<br /> . �
<br /> - = SCHEDULE
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP � �
<br /> SCHEDULE -�-���� SCHEDULE RE: PLAN OVER SHEARWALL
<br /> MULT. JOIST/BEAM U.N.O. SHEATHING RE: HOLDOWN SCHEDULE RE: PLAN � �
<br /> PER PLANS - FOR ADDITIONAL INFQ.
<br /> N OTE: N
<br /> SHEARWALL SHEATHING NOT � PROVIDE 1 5/8" MIN. END RE: HQLDOWN SCHEDULE � �
<br /> RE: PLAN � PROVIDE 1 5/&" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIONAL INFO. "
<br />� DISTANCE FOR STRAPS CLARITY � Q�
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-�" SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" �
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<br /> 11 TYPICAL HO�D�Wf� F�OOR TO FLOOR 12 TYP CA� NO�DOW�I TO BEA�1 13 HO�DaWN DETA � 14 I�ITERIOR HO�DOW�I 15 EXTER OR HO�DOW�I �
<br /> �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F,N. "� �
<br /> STRAP TYPE STRAP TYPE �� �
<br /> � �
<br /> �� ° _ �C •�
<br /> o � � � r
<br /> INSTALL WASHERS P.E.N. � �
<br /> BETWEEN BOLT NUTS &
<br /> WOOD & SNUG TIGHT --BOLT TYPE PL,N.
<br /> F.N. P.E.N. P l
<br /> - - ALT. LOCATI4N ADD STUD IF NO PLN. V Q
<br /> EXTERIQR A.P.A. SNEATHING
<br /> _ - 10d @ 6"O.C. STAGGERED � � �
<br /> (.148"DIA. X 3" LONG) ALT. LOCATIONS
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<br /> = PER PLAN NOTE: NAILING NOTATIQNS: '�'' •
<br /> _ _ SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEL EDGE NAILING � � �
<br /> � NAILING DETAILS
<br /> PL,N, = PLAT� NAILING y� 1 �
<br /> _ = PER SCNED. �'— F�N� F.N. = FIELD NAILING F.N, F.N. ���
<br /> STRAP TYPE P.E.N. P.E.N, o � �
<br /> BOLT TYPE , �
<br /> - ' I PL.N. PL.N. � � ., .
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<br /> v .. a o . P�.N. P.E.N. P.E.N.
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<br /> . N OTE: N OTE:
<br /> HQLDOWNS AND STUD QTY. TQ BE NAILING SHALL BE PER PLAN '
<br /> q v
<br /> 6\�° o' a 4 � PER PLAN AND SCHEDULE. AND SHEARWALL SCNEDULE.
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 16 �IOT �SED 17 SECTIO(� 18 TYP CA� N1��T PI�E STUD ATTACHNIE�lT 19 NO�DOWi� P�ACEME�ITS 20 STRUCTURA� WA�� I�TERSECTIONS ' �
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