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HOI�DOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOLDOWN HOLDOWN -
<br /> PER PLAN HARDWARE WOOD MEMBER/POST FASTENER ROQ ANCHOR EMBEDMENT STEM DETAIL
<br /> PER PLAN CL HDU IN STUD CL HOLDOWN IN STUD TYPE - DIAMETER (MINIMUM) p
<br /> HOLDOWN FASTENERS 2X4 WALL 2X6 WALL �
<br /> ( �:". . STEM THICKENED STEM THICKENED
<br /> , .: .. ,, :. , :.: <,:::.
<br /> AND WOOD STUDS PER o�n� STRAP STRAP FOOTING SLAB �
<br /> PLAN AND HOLDOWN ° ,�
<br /> SCHEDULE � o EMBEQMENT SW � --- CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> EMBEDMENT � o PER SCHEDULE ",�
<br /> �
<br /> PER SCHEDULE ° PARTIAL PLAN: SHEARWALL �ITH FORCE TRANSFER C� �
<br /> . J SCALE: 3/8" = 1'-Q" MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. z v �..,
<br /> �II `i d I�I dQ a w _ a RE: � C"
<br /> a. � � Q . 'Q_ . QII ' . . � °°.� v I) °a �. "a .� _ oQ � FRAMING AT PANEL EDGES MST48 �2� 2X4 �2} 2X6 �34� 16d N.A. N.A. N.A. - N,A. ¢, 15fS1.3 � �
<br /> � - = aII � PER SNEARWALL SCHEDULE p
<br /> . • 4 ' Q ' 'd o ' � I � I 4 0 _ _ � c�J
<br /> a � 'a � � • a � a. I I I— ( °
<br /> Q n Q a _
<br /> �
<br /> . ., ' . 4 p d d ' . d Q Q = � IT) �)I O . .' p' �a a .
<br /> #4 CONT. � — _ — — — _ — 6 ( ) 16d N.A. N.A. - N.A. - N.A.
<br /> � . � � a �, ,_._._ � MST60 (2} 2X4 (2) 2X 48 � � �
<br /> _ ,. . _
<br /> � � � ��� � � o � �
<br /> a ° � ° � � � ° T�R PER �' _.__ � � cfl
<br /> �� ANCHOR ROD
<br /> <a a. . �bQ e. . DfAME _ � � N o
<br /> d Q � � � � � � m SCHEDULE CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. - N.A. - N.A. � ..� �
<br /> . a . . ° .
<br /> �
<br /> . _
<br /> � . � W = �� °� . I HEADER PER PLAN I � �
<br /> ° 4 � � �—� a ° � �� CS16 X 48" HEAD/SILL PANEL EDGE NAILING (P.E.N.) � �
<br /> a �
<br /> o � � o � � � � NUTfWASHER/NUT � I I) W/ (44) 10d NAILS I) II PLL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. W � �
<br /> ° - ° -' � F—' ' -i i i—i� o U.N.O. PER PLAN
<br /> ER SHEARWA�L SCHEDULE
<br /> - Q
<br /> � �� I I,;�I I I� � �� I I,;,I I I- I-�;, ,I I I- NpTE: z I I I BLKG. W/ EDGE NAI�ING I I I RE: � � �
<br /> °�°� �� o� � _
<br /> REINFORCING NOT � PER SHEARWALL SCHED. PLACE EDGE NAILS INTO STND14 (2} 2X4 (2) 2X6 (30} lQd STRAP N.A. - 14° - 8 � � `�
<br /> POST PER P�AN OR (2) 2X STUDS 1, 2/51.3 _,_, � �
<br /> A: STRAP TYPE B: HD TYPE sHow� FOR ( I DGE NAILING AT SILL, I AT ENQS OF SHEAR WALLS. - C� �� `�'
<br /> :.
<br /> CLARITY NEAD, KING & TRIM STUDS HDU2-SDS2.5 (2) 2X4 (2} 2X6 (6} SDS „ � � �
<br /> SCALE: 3 4" = 1`-0" , , ( -- � 1/4X2 1/2�� 5/8" 11 6 ;-' � o
<br /> � SCALE: 3/4" = 1 -0' P O S T & H O L D O W N P E R U) {' ��
<br /> J ( I) I) f HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 (10) SDS 5��, 11 6
<br /> � . ` ,
<br /> 1 EXTER OR NO�DOWI� 2�� SECTIQ�I � I ( I _ ��4X2 ,i2�� ' " „
<br /> � � '
<br /> � E ,
<br /> ,I I� , � , t
<br /> � � � �L �L ( � (14) SDS , ;
<br /> — — HDU5-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 ROD & 11" RE: 6" RE: 4y � � > {
<br /> HOLDOWN PER PLAN NUT/WASHER NU T 2,1 2/S 1.3 '
<br /> 4X PER PLAN — — — — — — —. — PER 2/S1.3 ; �
<br /> (20} SDS
<br /> � » 7/8 11 8' : :
<br /> ¢ � — - — � HDUS-SDS2.5 4X4 4X6 1/4X2 1 2 ' 4
<br /> W _
<br /> ` ` STAGGER NAILING AT PLYWOOQ JQINTS �
<br /> - ' ' (30} SDS �
<br /> "' MSTC48B3-�,� I HEADER PER PLAN HDU11-SDS2.5 4X6 6X6 1`4X2 1�2'� � 16" 8" 1 � '� "
<br /> HOLDOWN o �� GS16 X 48" HEAD/SILL " � ��rt� o
<br /> � I� I W/ (44} 10d NAILS I ALYWQOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 ��6} SDS 1„ 16" 8» RE: ,� �, ���
<br /> PER PLAN � o I U.N.O. PER PLAN 1/4X2 1/2" 2,121S1.3 � �
<br /> CL QF STUD � z IIl ( BLKG. W/ EDGE NAILING ( ( III SHEARWALL SCHEDULE - TYPICAL � � : � � �
<br /> HOLDOWN FASTENERS � START NAILS 1 1/2" UP � PER SHEARWAL� SCHED. FIELD NAILING (F.N.) - TYP. RE: '� o �� �o
<br /> AND WOOQ STUDS PER � � FROM END OF S T U Q MSTC4883 (2) 2X4 (2} 2X6 {12) 10d FACE, (4) 10d BOTTOM, (38) 1Od STUDS/POST � '�
<br /> PLAN AND NOLDOWN ° NO NAILS REQ. (( I D G E N A I L I N G A T S I L L, ( 7/5 1.3 �a�y r?�
<br /> �
<br /> SCHEDULE Q ° EMBEDMENT �� HEAD, KING & TRIM STUDS POST & HOLDOWN PER c����
<br /> a P E R S C H E D U L E ' _ — HOLDOWN SCHEDULE
<br /> II H O L D O W N A N D F A S T E N E R S C H E D U L E N O T E S;
<br /> ° � M�N• 10 19 1. HOLDOWNS SHALL BE AS MANUFACTURED BY TNE SIMPSON STRONG-TIE COMPANY.
<br /> - J I �I f I) 9 ���• S1. S1. 2. 16d = Q.162" DIA. X 3 1/2" LONG. '�
<br /> °� = � ° � a � � ° "' � 3. USE HA�F THE REQUIRED NAILS IN EACH MEMBER SEING CONNECTED.
<br /> a a a a. � — • — — • Q � HOI DOWN BOLT - SEE �> , � �-
<br /> � Q a a 4. SCREWS SNALL BE SDS 1/4 DIA. X 2 1/2' AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY.
<br /> � . " ° d :IIa Q� � I � � � �� I � HOLDOWN SCHEDULE H � � a
<br /> I a ° � � 5. N O L D D O W N A N C H O R S S H A L L B E S E C U R E D I N P L A C E P R I O R T O P L A C I N G C O N C R E T E. d N � o 0
<br /> � p - -°- � �� —4 � �� �) 6. ANCNOR BQLT NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH HANQ WRENCN. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. Q � o �
<br /> ' a � � � ° FACE NAILS (4) 0.148" DIA. X 3" � - � I M P A C T W R E N C H E S S H A L L N Q T B E U S E D. � � `-
<br /> ��� �� ' '—'—'-� (12) 0.148" DIA. X 3" BEAM PER PLAN 7. HDU NOLDOWNS SHALL BE INSTALLED CENTEREQ ALONG THE WIDTH OF THE ATTACHED POST. � �
<br /> I,;;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. � o
<br /> P L Y W O O D/Q.S.B. S H EAR PANELS S C H E D U L E F O R S I Z E, S P A C I N G, 9, B U N D L E D S T U D S PER DETAIL 18/S1.3. '�' '-'
<br /> AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WfTN STRAP MATE "NO WET STIGKING".
<br /> HD TYPE 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2fS1.3. �
<br /> �
<br /> 0
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" SCALE: 3/8" = 1'-Q" TYP C A� D E TA I� F�0 R S H E A R WA�� W/ � �
<br /> 0 0
<br /> 6 �1TER OR HO�DOW�I �7 NO�DOWf� AT EXTER OR 8 FORCE TRANSFER AROU�ID W1�1DOW OPE�1 �1GS 10 ; �,
<br /> 0
<br /> 0 HOI�DOW�J �c FASTE�IER SCHEDU E
<br /> � �
<br /> SHEARWALL SNEARWALL Q ��--
<br /> ADDEQ STUD FOR ADDED STUD FOR - RE: PLAN RE: PLAN � Q
<br /> m v
<br /> HD TYPE HOLDQWNS HD TYPE HOLDOWNS STRAP TYPE �
<br /> (COUNTERSINK} HOLDOWN PER PLAN (COUNTERSINK) NOLDOWN PER PLAN HOLDOWN PER - STRAP "'
<br /> _ ABOVE & BELOW FLOOR PLAN SAW CUT IN PLY TO RE; PLAN OVER � �
<br /> = CL OF STUD - = ACCEPT STRAP AT SHEATHING � f-
<br /> - _ - = BEAM PER PLAN INTERIOR HOLDOWN NAILING RE HOLDOWN NAILING RE: 0.
<br /> - _ (3) 10d HOLDOWN SCHEDULE HOLDOWN SCHEDULE �
<br /> _ = FLOOR JOISTS jRIM - - (TYP.) � � � � � � �
<br /> PER PLAN � � � � �
<br /> � �
<br /> � �'
<br /> I I � -,-,—,�-T =
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<br /> . . . . . . . . � � z �,
<br /> JOISTS � � � �
<br /> - = PER PLAN -�
<br /> - „ (TYP.) BLKG. � WALL LINE � BUNDLEQ STUDS � �
<br /> - PL. 5 X 5 X 3/8 �, RE: HOLDOWN � BUNDLED STU6S
<br /> " RE: HOLDOWN �� �
<br /> _ _ SCHEDULE SCHEDULE � � �
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP � �
<br /> SCHEDULE SCHEQULE MULT. JOIST/BEAM U.N.O. RE: PLAN OVER RE: HOLDOWN SCHEDULE - SHEARWALL �� �
<br /> _ PER PLANS SHEATHING FOR ADDITIONAL INFO. RE: PLAN � l �
<br /> �.s
<br /> SNEARWALL � PROVIDE 1 5 8 MIN. END NOTE: Q�
<br /> SHEATHING NOT � RE: HOLDOWN SCHEDULE p �
<br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIDNAL INFO.
<br /> DISTANCE FOR STRAP$ CLARITY � �
<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 TYPICA� NO�DOW�1 ���OR TO F�OOR 12 TYPICA� HO�DOWN TO BE HQ�D�W�1 DETAI� � °
<br /> 0 � AM 13 14 �
<br /> 0 � 1�1TERIOR HO�DOWf� 5 EXTER OR HOLDOWN c� �
<br /> 0
<br /> 4, �
<br /> ALT. LOCATION BO�T TYPE P.E.N. F.N. F.N. �'
<br /> STRAP TYPE STRAP TYPE � �
<br /> � �
<br /> _ �o o >c - - � ;
<br /> INSTALL WASHERS ° � � P.E.N. � "�' ' �
<br /> BETWEEN BOLT NUTS & PL.N. � �
<br /> WOOD & SNIJG TIGHT BOLT TYPE F,N. P.E.N.
<br /> _ = ALT. LOCATION ADD STUD IF NO PLN. � U �
<br /> _ _ 10d Q 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SNEATHING �
<br /> `
<br /> r - - PER PLAN (.148"DIA. X 3" LONG} � � �
<br /> � O
<br /> ` NQTE; NAILING NOTATIONS: � -+-'
<br /> - - � SEE 20 THIS SHEET FOR PANEL P.E.N. PANEL EDGE NAILING �
<br /> NAILING DETAILS !`� �',
<br /> �- - � PER SCHED. - � F.N. F N� = FIELDENAALING F.N. - �.N. F°� � '�'`�',
<br /> STRAP TYPE r� � �
<br /> BOLT TYPE P.E.N. P.E.N. � �
<br /> . o a .. v PLN. PL.N.
<br /> a 4 p , � a � � � n
<br /> .V � , � � ' .. v . � o 0 0 . . . .
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<br /> ��
<br /> � ° ° � PEN STAG/�.EpED �
<br /> p Q.D. . , . . .. V I\ . . . . / . .. . . . . .. . . . ... I ... . . . � � �
<br /> C j .
<br /> ' �� � V .� . �,I�� � a � �Q � G . � � �.
<br /> PL.N. �� � W W
<br /> a ° P.E.N. P.E.N.
<br /> � . . . � a . . . . � ... .. .
<br /> a . . . �. .I ' ' ' . . � .. . . . . .. .
<br /> � ,a � NOTE: NOTE:
<br /> � ' � � a � ,' HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> \`o� v . .
<br /> PER PLAN AND SCHEDULE. AND SHEARWALL SCHEDULE.
<br /> SCALE: 3/4" = 1'-0° SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0"
<br /> 16 f�OT USED 17 SECTI0�1 � g TYPICA� �1U(.._TIP�E STUD ATTACHME�IT � g NO�DOW�1 P�ACE E�1TS •
<br /> ❑ 0 M 20 STRUCTURA� WA�L I�TERSECT 0�1S
<br /> �� 0
<br />
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