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HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOLDOWN HOLDOWN HARDWARE WOOD MEMBERfPOST �ASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> PER PLAN TYPE DIAMETER STEM THICKENED STEM THICKENED �MINIMUM) o
<br /> PER PLAN > � 2X4 WALL 2X6 WALL �
<br /> CL HDU IN STUD CL HOLDOWN IN STUD ' � ' FOOTING SLAB �
<br /> > . , ,;<.:.,
<br /> HOLDOWN FASTENERS
<br /> ..: : .: �:�:<
<br /> AND WOOD STUDS PER STRAP STRAP
<br /> PLAN AND HOLDOWN ° �
<br /> SCHEDULE — � SW CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> ° EMBEDMENT
<br /> EMBEDMENT � o PER SCHEDULE �j °;
<br /> PARTIA� PLAN; SHEARWALL WITH FORCE TRANSFER _ �
<br /> PER SCHEDULE ° MST37 (2} 2X4 (2) 2X6 (22) 16d N.A. N.A. N.A. - N.A. Z �
<br /> � SCALE: 3/8" = 1'-0" — � �
<br /> � RE: �'
<br /> 'I) ,' a . a �) a . �Q ." � _ �� 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 /> a. °a aII � .� aa . . " � a.I I a 4 . . ,Q . . PER SHEARWALL SCHEDULE o 0
<br /> ° . 4 a a _ � � a e 1
<br /> .° � a ° . a a � � � � � � � � � � � °{ a . a ° �� � MST60 (2) 2X4 (2) 2X6 (48) 16d N.A, N.A. - N.A. - N.A. r� � �
<br /> #4 CQNT. - � ° .. ° ° �p v . a a � � ' � I_I �� a v � — — _ — — — — _ — — � � C�2
<br /> ° Q o _ ,I) . Q ANCHOR ROD W � � � � `o
<br /> °a . <� �b DIAMETER PER = — - � c�
<br /> ° a �a ° ' a a, � o a a� � = - -
<br /> m � ° SCNEDULE CMST14 4X6 (2} 2X6 (66) 16d N.A. N.A. N.A. N.A. � �
<br /> � . � � w = �' � � HEADER PER PLAN I � �
<br /> PANEL EDGE NAILING (P.E.N.)
<br /> � ° a ° � i (—� e ° I CS16 X 48" HEAD/SILL �j � -�
<br /> `� � � � � � ' NUTjWASHER/NUT f II W/ (44} 10d NAILS I II ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. �
<br /> o � � � o � �' � � � � PER SHEARWALL SCHEDULE � `�
<br /> � �� i i i—i� �, � i�i—i_� i i i—Ii � o U.N.O. PER PLAN � ° c�
<br /> ,� I I,;, I I= �, � I C,;,I I I= �,,,I - NQTE: � f BLKG. W/ EDGE NAILING I I I I PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (3Q) l Od STRAP N.A, - 14" - 8=� RE: � v �
<br /> R E I N F O R C I N G N O T P E R S H E A R W A L L S C N E D. POST PER PLAN OR (2) 2X STUDS 1, 2/S 1.3 � � �
<br /> SHOWN FOR I II DGE NAILING AT SILL, � �' AT ENDS OF SHEAR WALLS. U z �
<br /> A: S T R A P T Y P E B: H D T Y P E C L A R I T Y HEAD, KI NG & TRIM STUDS HDU2-SDS2.5 (2) 2X4 (2) 2X6 �6) S D S 5�8�� 11" 6° �- o co
<br /> 1 f 4X2 1/2" -{-� � o
<br /> SCALE: 3/4" = 1'-0° SCALE: 3/4" = 1'-0" � �I POST & HOLDOWN PER � � �
<br /> 1 � J I I (I I (I I f I HOLDOWN SCNEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 (10) SDS �/8�� 11" 6" , � j
<br /> � XTER OR NO�DOW�I 2� SECTIQN "' 1/4X21/2�� , �, � ; �
<br /> 14 SDS
<br /> ± ..
<br /> I_ � � _� HDUS-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5���� ROD & 11" RE: 6" RE: � X�,� U y�lY
<br /> H O L D O W N P E R P L A N N U T/W A S N E R N U T 2,1 2/S 1.3 > ' ` ��'` `
<br /> , , { ,
<br /> ; r; �r �k� f � ,>� Y €
<br /> (20) SDS PER 2/S1.3 ,
<br /> 7�g �� g" ; . , ,.; ...� w,.� . .... ...: '.:.;....�:
<br /> LAN o � — — — — — — — — � NDU8-SDS2.5 4X4 4X6 1/4X2 1/2" �
<br /> Q
<br /> , �., —
<br /> ' ' � STAGGER NAILING AT PLYWOOD JOINTS �
<br /> . . (30) SDS .-
<br /> '"� ` � MSTC48B3 HDU11-SDS2.5 4X6 6X6 1 4X2 1 2" 1° 16" 8" � � �
<br /> ,� HEAQER PER PLAN � � �� �
<br /> CS16 X 48" HEAD/SILL , j� �
<br /> HOLDOWN o I W/ (44) 10d NAILS I I ( (36) SDS , „ „ RE: ,� ti ��`�W
<br /> PER PLAN «� o U.N.O. PER PLAN PLYWOOD SHEATMING PER HDU14-SDS2.5 4X6 6X6 ��4X2 1/2" � 16 8 2,12�S1.3 � �
<br /> CL QF STUD d- � SHEARWALL SCHEDULE - TYPICA� � � ' a �
<br /> - z ( BLKG. W/ EDGE NAILING I' ( - ' � ,�
<br /> HOLDOWN FASTENERS � START NAILS 1 1 2" UP � PER SHEARWALL SCHED. FIELD NAILING (F.N. - TYP. RE: N o �
<br /> AND WOOD STUDS PER °° � � MSTC48B3 (2} 2X4 (2) 2X6 (12� lOd FACE, (4) 10d BOTTOM, (38) 10d STUDS/POST 7/S1.3 �� �y
<br /> ? �
<br /> ° � FROM END OF STUD I ( D G E N A I�I N G A T S I L L, I I �
<br /> PLAN AND HOLDOWN ° NO NAILS REQ.
<br /> - S C H E D U L E o � E M B E D M E N T H E A D, K I N G & T R I M S T U D S POST & HOLDOWN PER b j��
<br /> PER SCHEDULE I - II HOLDOWN SCHEDULE HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o � " MIN. �� �g 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TfE COMPANY.
<br /> � I �l 9 ���• S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> a a . - a � 4 �" I I 3. USE HALF THE REQUIRED NAI�S IN EACH MEMBER BEING CONNECTED. �
<br /> .— a— -- — .. - — —. .:.., HOLDOWN BOLT - SEE � " w `� �
<br /> ' ° ° � � HOLDOWN SCHEQULE 4. SCREWS SHALL BE SDS 1/4 DIA. X 2 1/2 AS MANUFACTURED BY SIMPSON STRONG-TfE COMPANY. H � ,� o
<br /> 1�1� � �
<br /> ' '6 ` ° a :I.Ia a�, ' Q . ' ' � ( � � ( � 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PR1OR TO PLACING CONCRETE. � N �
<br /> � °—� �— � • � •g ° 6 - HT PLUS - TURN WITH HAND WRENCH CARE ALL BE TAKEN TO NOT OVER-TORQUE THE NUT Q � oQo �
<br /> .—.- • II II . ANCHOR BOLT NUT SHALL BE FINGER TIG 1/3 1/2" . SH
<br /> 6 a ` � ° FACE NAILS (4) Q,148" DIA. X 3" � � IMPACT WRENCHES SHALL NQT B� USED. � � �
<br /> "—`—'-' "—'—'-' (12) 0.148" DIA. X 3" BEAM PER PLAN 7, HDU HO�DOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. w �
<br /> — —
<br /> I I,;;( I I= (I,=, I = 2 7 f 8" PRE BENT ANCHOR BOLTS - SEE SNEARWALL 8. RE: NOTES SECTfON 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. w O
<br /> P L Y W O O D O.S.B. S H E A R P A N E L S SCHEDULE FOR SIZE, SPACING, 9, BUNDLED STUDS PER DETAIL 18/S1.3.
<br /> / AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL W1TH 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 /> �
<br /> �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" TYP l�A L D E T�I L F O R S H E A R W(1 L.L W� �
<br /> O F"
<br /> 6� NTERIOR NO�DOW�1 70 NO�DOW�I AT EXTER OR 8� FORCE TRA�ISFE� ARO��1D WINDOW OPENI�IGS 10 HO�DOWI� �C FASTE�IER SCNEDU�E � �
<br /> � �
<br /> SHEARWALL SHEARWALL Q �
<br /> RE: PLAN '- Q
<br /> ApDED STUD FOR ADDED STUD F�R RE: PLAN � U
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE
<br /> (COUNTERSINK HOLDOWN PER P�AN HOLDOWN PER PI.AN ,-
<br /> ) (CQUNTERSINK HOLDOWN PER STRAP
<br /> ABOVE & BELOW FLOOR � SAW CUT IN PLY TO RE: PLAN OVER � �
<br /> - = CL OF STUD - - P�A� ACCEPT STRAP AT SHEATHING w �
<br /> - = - = BEAM PER PLAN INTERIOR HOLDOWN NAILING RE: NOLDOWN NAILING RE: � �
<br /> _ = FLQOR JOISTS/RIM _ _ (TYP.)d ¢ HOLDOWN SCHEDULE ¢ HOLDOWN SCHEDULE � f W
<br /> PER P�AN � �,
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<br /> � �
<br /> �) ~ � �
<br /> �
<br /> - I) II � � J� � J
<br /> � ¢ —� Z
<br /> O Z
<br /> (� : ; . . , . . : � O � O
<br /> . . . . . . . . � z � � ♦'�
<br /> ' ' � `�' N `� �
<br /> r--��
<br /> JOISTS Q,�
<br /> = PER PLAN a BUNDLED STUDS ¢ �
<br /> �- (TYP.) BLKG. (� WALL LINE � � BUNDLED $TUDS �'�j
<br /> - PL. 5 X 5 X 3/8" w RE: HOLDOWN ,�, r�
<br /> _ _ ' SCHEDULE � � RE: HOLDOWN : : . � �
<br /> WOOD POSTS PER STRAP SCHEDULE
<br /> FASTENERS PER BEND STRAP UNDER � O
<br /> RE: PLAN OVER RE: HOLDOWN SCHEDULE SHEARWA�L -�...� �
<br /> SCHEDULE SCHEDULE MULT. JdIST/BEAM U,N.O. SHEATHING FOR ADDITIONAL INFO. RE: PLAN � �
<br /> . PER P�ANS
<br /> �- SHEARWALL � PROVIDE 1 5/8" MIN. END NQTE: �
<br /> RE: PLAN � >, SHEATHWG NQT DISTANCE FOR STRAPS RE: HOLDOWN SCHEDULE 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° SCA�E: 3/4" = 1'-0" SCALE: 3 j4" = 1'-0" SCAL.E: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � �
<br /> 11 TYPICA� NO�DOW�1 ��OOR TO F�QOR 12 TYP CA� HO�DOW�I TO BEA�1 13 HO�DOWN DETA � 14 15 EXTERIOR HO�DOW�1 � �
<br /> � C� � 0 I�JTER QR HO�DQWN ❑
<br /> � �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. �� �
<br /> STRAP TYPE STRAP TYPE � �
<br /> �
<br /> �� o >< V �
<br /> � � �
<br /> INSTALL WASHERS ° P.E.N.
<br /> BETWEEN BOLT NUTS & PL.N. � �
<br /> WOOD & SNUG TIGHT BOLT TYPE F,N, P.E.N. � l
<br /> - - ALT. LOCATION ADD STUD IF NO PL.N. �,/ Q
<br /> _ — lOd C� 6°O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING T"/1 �
<br /> - - � PER PLAN (.148"DIA. X 3" LONG) v ` � �
<br /> 0
<br /> - — NOTE: NAILING NOTATIONS: }"'
<br /> - - SEE 20 THIS SHEET FOR PANEL � � �
<br /> - — P.E.N. = PANEL EDGE NAILiNG !'�
<br /> _ - PER SCHED. NAILING DETAILS PL.N. _ PLATE NAILING 1 �
<br /> F.N. F.N. F.N. I"S
<br /> F.N. - FIELD NAILING ��
<br /> STRAP TYPE O �.T.� �
<br /> BOI.T TYPE P.E.N. P<E.N. � �
<br /> . . a. .� o a � D a PL.N. PL.N. � � �
<br /> o . l v o 0 0 � �� �
<br /> . o I ° ° ; . ; PEN STAGGERED O � �
<br /> a ao ° � N
<br /> Q v
<br /> - o � �.D ... a. ' .. P�.N. � w
<br /> a _ a o . P.E.N. P.E.N.
<br /> ° a . . . .
<br /> a . . o � � :. .
<br /> NOTE: NOTE:
<br /> v v ,
<br /> o. , a . ., . , a - HOLDOWNS AND STUD QTY. TO BE NAILiNG SHALL BE PER PLAN
<br /> ° o' ° PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE.
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCALE; 3/4" = 1'-0" SCA�E; 3/4" = 1'-0"
<br /> 16 NOT USED 17 SECTI0�1 � g TYP CA� �IU�TIP�E STUD ATTACHME�IT 19 HO�DOW�J P�ACEME�JTS 20 STRUCTURA� WA�� f�TERSECT ONS '
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