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HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOLDOWN ^ � HOLDOWN T � HARDWARE WOOD ti1�MBER/POST FASTENEft ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> PE� PLAN PER PLAN TYPE DIAMETER STEM THICKENED STEM THICKENED �MINIMUM) o ,
<br /> CL HDU IN STUD CL HOLDOWN IN STUD : ;' _`"' "' 2X4 WALL 2X6 WALL co
<br /> NQLDOWN FASTENERS �- -F-� r� -
<br /> . ._ , ><:
<br /> AND WOOD STUDS PER '� STRAP STRAP FOOTING SLAB �
<br /> PLAN AND HOLDOWN ° �
<br /> SCHEDULE — ° SW CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> o ° EMBEDMENT , �
<br /> EMBEDMENT PER SCNEDULE �-'
<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 j8" = 1'-0" � � �
<br /> . - � �
<br /> �'II�.' . � � a�:ll . a �. � � � ° � . - - RE:
<br /> � ,. � . • �� _ ��,_ . .. FRA ING AT PANEL EDGES MST48 (2) 2X4 (2} 2X6 (34) 16d N.A. N.A. N.A. N.A. r.� co
<br /> ap .d . "� �( . a , . M 4, 15/S1.3 '-,
<br /> a � � � °° � �II °°. " - = aII . °a PER SHEARWALL SCHEDULE Q �
<br /> � . � _ d d O O
<br /> � � .a ° Q . 4 a � � — �� ( } 2X4 ( ) 2X6 ( ) 16d N A N A A �
<br /> �
<br /> ° ° ° °- � � ° . M 0
<br /> #4 CONL - Q 4 � ° ` d �, � ° . �� , o � � �:, iI�II '�� a . p � � — _ — — — _ — — . . , - . . - tn � �
<br /> � � . : . � . � . : - . . _
<br /> Q e � T ST6 2 2 4 N,A
<br /> . �. a �. a o -'- (I . a � . ANCHOR ROD � � — � � o
<br /> t e �� �� �� DIAMETER PER = _ _ �
<br /> .. . ° a �a 9 . . °� 4 a, o .. `Q 4 4 �� CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. N.A. N.A. �_ -�
<br /> � . m SCHEDULE '- �
<br /> � .°�� � . . . .° w - a.. . HEADER PER PLAN � � �
<br /> � PANEL EQGE NAILING (P.E.N. -�
<br /> ° � . .. � a � < <—� a ° � I � I I I� C�� X�48" HEAD/SILL f (I - - W � %
<br /> NUT 'NASHER NUT W 44 10d NAILS ALL EDGES OF ALL SNEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. N.A. N.A. �
<br /> , � � � , � � � � � PER SHEARWALL SCHEDULE
<br /> �, �� � � �—i� oo � i i�—�� �i��, , � U.N.O. PER PLAN � � c�
<br /> z I BLKG. W� EDGE NAILING „ „ RE: � �
<br /> ° °�8°°� ��,;,( � �= o$ °� ��,—, ,( ( �_ ��,;,I I I= NQTE: � ` � I I� PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) 10d STRAP N.A. - 14 - 8 � °' �+
<br /> PER SHEARWALL SCHED. 1, 2/51.3 +� � �
<br /> REiNFORCING NOT POST PER PLAN OR (2) 2X STUDS c� �
<br /> SHOWN FOR i (( DGE NAILING AT SfLL, �( AT ENDS OF SHEAR WALLS. U � °�
<br /> A: STRAP TYPE �: HD TYPE CLARITY HEAD, KING & TRIM STUDS NDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�� 11" 6" ,T�--, o� o
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" I �I POST & HOLDOWN PER � � �
<br /> J ( �I (I ( I I (f I HOLDOWN SCNEDULE HDU4-SpS2.5 (2) 2X4 (2) 2X6 (10) SDS 5�8�, 11" 6"
<br /> 1[� EXTERIOR HO�DOW�1 0 SECT ON � � 1/4X2 1f2" '; r � � ,� r
<br /> 14 SDS
<br /> '. . �
<br /> � � � �\ I HDU5-SDS2,5 (2) 2X4 (2) 2X6 � � 5/8» ROD & 11" RE: 6" RE; � ` U T �"` �
<br /> — — 1/4X2 1/2" �� ; ,� ,
<br /> HOLDOWN PER PLAN NUT/WASHER NUT 2,12/S1.3 � - r > '
<br /> 4X PER PL.AN- {
<br /> _ — — — — � — — — (20) SDS PER 2/51,3
<br /> �.; � £x £� k . : .
<br /> o � — � HDU$-SDS2.5 4X4 4X6 1/4X2 1 f 2" 7�8 11" 8" Fh �
<br /> ¢
<br /> w _
<br /> � • = STAGGER NAILING AT PLYWOOD JOINTS (30) SDS „ , „ `�
<br /> X MSTC48B3 I HDU11-SDS2.5 4X6 6X6 1/4X21/2" 1 16' 8 � ���� \
<br /> ;
<br /> . .
<br /> HEADER PER PLAN �'
<br /> .
<br /> ` CS16 X 48" HEAD/SILL � �
<br /> NOLDOWN � '.�. I I W/ (44) 10d NAI�S (36) SDS „ >, , RE: ,� ti ��a �
<br /> PER PLAN — �o ` ' o U.N.O. PER PLAN PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 l � » 1 16 8' f
<br /> d- c� SHEARWALL SCHEDULE - TYPICAL 1 4X2 1 2 2,12 S1.3 � � r � �
<br /> CL OF STUD � z ( ( BLKG. W/ EDGE NAfLING � I ! " '�� �
<br /> HOIDOWN FASTENERS � START NAILS 1 1/2" UP � PER SHEARWALL SCHED. FIE�D NAILING (F.N.) - TYP. MSTC48�3 (2) 2X4 (2) 2X6 (12) 10d FACE, (4) 10d SOTTQM, (38) 10d STUDS/POST 7/S1.3 �� `��� ��o
<br /> ?�, ��'
<br /> AND WOOD STUDS PER � � FROM END OF STUD I I ( DGE NAILING AT SILL, � f �
<br /> PLAN AND HOLDOWN ° NO NAILS REQ.
<br /> SCHEDULE o ° EMBEDMENT HEAD, KING & TRIM STUDS POST & HOLDOWN PER ,�
<br /> PER SCHEDULE (� — (I NOLDOWN SCHEDULE HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o� ;.� " MIN. �p �g 1. NOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STftONG-TIE COMPANY.
<br /> • • J I ' � I 9�� M��� S1. S1. 2. 16d = 0.162" QIA. X 3 1/2" LONG.
<br /> ° ,
<br /> :: � I I� 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTEQ. �
<br /> ° � ° °� 4 � � �a� � dQ HOLDOWN SCHEDULE E ' � G-TIE COMPANY.
<br /> � . HOLDOWN BOLT SE �> » � CO �
<br /> . . . . 4 SCREWS SHALL BE SOS 1/4 DIA X 2 1/2 AS MANUFACTURED BY SIMPSON STRON �. � � o
<br /> � ° °° . d I'Ia 4 . � ' '- � J-�- � �� � 5. NOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. Q �, � �
<br /> :� °�—� •— � �..4— •�' �_° • (f I) 6. ANCHOR BO�T NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH NAND WRENCH. CARE SHALL 8E TAKEN TO NOT OVER-TORQUE THE NUT. Q �' � �
<br /> a v ' � �. ° FACE NAILS (4) 0.148�� DIA. X 3" +� � IMPACT WRENCHES SNALL NOT BE USED. � � �
<br /> � » » BEAM PER PLAN 7. HDU HQLDOWNS SNALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED ROST. •� �
<br /> I I,;'I I I I � �;I� � ��- (12) 0.148 DIA. X 3 2 7�g" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES ANQ GRADE. � p
<br /> SCHEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18/S1.3. � �
<br /> PLYWOOD f O.S.B. SHEAR PANELS 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 HEAD REQUIRES NUT/WASHER NUT PER 2fS1.3. �
<br /> �
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<br /> SCALE: 3/4�� - ��-o�� /4 - � -a' � TYPICA� QETAI� FQR SNEARWA�� W� \
<br /> SCALE: 3 " - ' ' SCALE: 3 8" = 1'-0" � o
<br /> �
<br /> 6 �TER QR NO�DOW�I 7 N�LDOWf� AT EXTERfOR 8 FORCE TRANSFER AROU�ID W ND�W OPENINGS 10 FASTENER SCHEDU�E ~ �
<br /> ❑ 0 ❑ 0 HO�.DOW�1 �C >
<br /> �
<br /> �
<br /> SHEARWALL SHEARWALL Q F
<br /> RE: PLAN RE: P�AN � �
<br /> ADDEQ STUD FOR AQDED STUD FOR m �
<br /> HQ TYPE HOLDQWNS HD TYPE HOLDOWNS STRAP TYPE _ "'
<br /> HQLDOWN PER PI.AN HOLDOWN PER PLAN STRAP �
<br /> (COUNTERSINK) ABOVE & BELOW FLOOR (COUNTERSINK) NOLDOWN PER SAW CUT IN PLY TO � RE: PLAN QV�R � �
<br /> _ - _ _ PLAN ACCEPT STRAP AT SHEATHING w �
<br /> - _ CL OF STUD _ = INTERIOR HOLDOWN NAILING RE: HOLDOWN NAILING RE: � �
<br /> - = - = BEAM PER PLAN (3) 10d HOLDOWN SCHEDULE :: HOLDQWN SCHEDULE " �
<br /> - = FLOOR JOISTS f RIM _ _ (TYP•) Q Q z � �
<br /> PER PLAN � �
<br /> �� -�-,-�-�-�TT
<br /> II � J `� �
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<br /> '� � ¢ J Z
<br /> � . . . . (I . . . .. � . z . . . . . � . . .. .
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<br /> � Z � Z ,�
<br /> JOISTS � � � � I Q}
<br /> - PER PLAN �
<br /> - - (TYP.) BLKG. @ WALL LWE � BUNDLED STUDS � BUNDLEQ STUDS �.,� �j
<br /> - = PL. 5 X 5 X 3/8" �, RE: HOLDOWN '-�' RE: HOLDOWN . � Q�
<br /> - = SCHEDULE
<br /> - = SCHEDULE
<br /> WOOD POSTS PER FASTENERS PER STRAP � �
<br /> SCHEDULE SCHEDULE BEND STRAP UNDER RE: HOLDOWN SCHEDULE
<br /> MULT. JOIST BEAM U.N.O. RE: PLAN QVER SHEARWALL � �
<br /> � SHEATHING RE: PLAN �1l
<br /> _ � PER PLANS FOR ADDITIONAL INFO. v./
<br /> SHEARWALL � PROVIDE 1 5/S" MIN. END NQTE: � �
<br /> SHEATHING NOT RE: HO�DOWN SCHEDULE �
<br /> RE: PLAN � PROVIDE 1 5 f 8" MIN. END SHOWN FOR DISTANCE FQR STRAPS FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CL.ARITY � Q�
<br /> SChLE: 3/4" = 1'-Q° SCALE: 3 f 4" = 1'-0° SCALE: 3/4" = 1'-Q" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � �
<br /> 11 TYPICA� HO�DOW�! F�OOR TO F�OOR 12 TYPICA� HO�DOWf� TO BEAM 13 HO�DOW�1 DETAIL � 4 15 EKTERIOR HO�DOW�1 � �
<br /> ❑ � [� ❑ �TERIOR HO�DOWN 0
<br /> �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. � �
<br /> STRAP TYPE STRAP TYPE � Q
<br /> � �
<br /> �O p� 7G • '—{ .
<br /> � � Q) �
<br /> INSTALL WASHERS ° P.E.N. �
<br /> BETWEEN BOLT NUTS & P�.N.
<br /> WOOD & SNUG TIGHT BOLT TYPE F.N. P.E.N. � 1 �
<br /> _ - ALT. LOCATION j ApD STUD IF NO PL.N. `�/ '
<br /> _ - 10d � 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING r^ (�
<br /> _ - PER PLAN (.148"DIA. X 3" LONG) `� � � o
<br /> _ - NOT 0 THIS SNEET FOR PANEL NAILING NOTATIONS: � � �
<br /> NAILING DETAILS P.E.N. = PANEL EDGE NAILING !�
<br /> PER SCHED.
<br /> �.N. PL.N. = PLATE NAILING �N F.N. I� � �
<br /> F.N. = FIELQ NAILING jr �T�
<br /> STRAP TYPE ^ I�-�--I �
<br /> SOLT TYPE P.E.N. P.E.N. `�� � �
<br /> � . o a _ v � PL.N. PL.N. � � �
<br /> a q � . •v a „' o o � o !�� � �
<br /> \ .�.�
<br /> o . , . I. �° a �: v _ . PEN STAGGERED -----j � � � �
<br /> Q P ^}
<br /> I I ��T� �
<br /> a � �
<br /> � �.. �. . . : . �I �D � � a. � . ° PL.N.
<br /> v .. a o P.E.N. P.E.N. !r-�i W
<br /> a . . .
<br /> �° a . . . .
<br /> o �� � � . � � NOTE:
<br /> . NOTE:
<br /> � � a . NAILING SHALL BE P�R P�AN
<br /> o.. . �v.o .� a . HOLDOWNS AND STUQ QTY. TO BE AND SHEARWALL SCH�DULE.
<br /> PER PLAN AND SCHEDULE.
<br /> SCALE; 3/4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCA�E: 3/4" = 1',Q"
<br /> 16 �10T USED 17 SFCT10�1 18 TYPICAL N1�J�TiP�E STUD aTTACH�IE�lT 19 NO�DQWf� P�ACENIENTS 20 STRUCT�RA� WA�� If�TERSECTIONS '
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