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<br /> HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> HOLDOWN HOLDOWN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> PER PLAN TYPE DIAMETER (MWlMUM) o
<br /> PER PLAN CL HDU IN STUD CL HOLQOWN IN STUD > �� �� STEM THICKENED STEM THICKENED �
<br /> HOLQOWN FASTENERS � ..:. .. ...... . .� ...,..<. �: �. j..�._ '.,, ..:.; 2X4 4�ALL 2X6 WALL co
<br /> AND WOOD STUDS PER �°° STRAP STRAP FOOTING SLAB g,
<br /> PLAN AND HOLQOWN ° - -
<br /> SCNEDULE ° SW CS16 2X4 2X6 (26) 8d N.A. N.A. N.A. N.A. �
<br />� o ° EMBEDMENT a � � �
<br /> EMBEDMENT PER SCNEDULE PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER �
<br /> PER SCHEDULE
<br /> o � M ST37 (2} 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A, z �
<br /> , �
<br /> �, SCALE: 3/8" = 1'-0" _ � ^ .
<br /> , '�) ,• ��" a . � ��� \ . ` EL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N A. RE� c� �o
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<br /> . . � d . d` � ° _ �` � .° � PER SHE ALL SCHEDULE 4, 15/S1.3 0 �,
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<br /> . MST60 2X4 2X 16d N.A. N.A. N.A. N.A. U) r, co
<br /> #Q- CONT. . ._ �' . � _ . ' .. . � � �—i � . . � e� o N � �
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<br /> <Q a. . <Q a. . �ba ;. DIAMETER PER = CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. N.A. - N.A. � � �
<br /> . a a, a �a � � i. ° `� SCNEDULE � �
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<br /> Q " � - a " HEADER PER PLAN
<br /> W = � . PANEL EDGE NAILING (P.E.N.) � -�'
<br /> � � a . � :� � 4 . $ : � �—) Q 4 . ,. :� CS16 X 48" HEADISILL ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 �74� 16d N.A. N.A. - N.A. - N.A. U � �%
<br /> o � � � NUT/WASHERfNUT II I W/ (44) 1Qd NAILS � II PER SHEARWALL SCHEDU�E — � �
<br /> a o e�' , °o � � � o U.N.O. PER PLAN _ � o � .
<br /> I 1 I—I ' oop o I I 1-1 ' I I t—I ' U�
<br /> �° �° _ � BLKG. W� EDGE NAILING
<br /> � � „ , RE; � s�
<br /> �o��o �aw �.�,;,� � �_ �� �� �.�,;,� � �_ ��, ,-,I I I- NOTE: � I I � PLACE EDGE NAILS INTO STND14 (2} 2X4 (2) 2X6 (30) 10d STRAP N.A. - 14 - 8' � °' � '
<br /> PER SNEARWALL SCHED. 1, 2/S1.3 � � �
<br /> REINFORCING NOT POST PER PLAN OR (2) 2X STUDS � �
<br /> SHOWN FOR �I f I DGE NAILING AT SILL, ( AT ENDS OF SHEAR WRLLS. � � �
<br /> A: STRAP TYPE B: HD TYPE (6) SDS
<br /> CLARITY � HEAD, KING & TftIM STUDS �I NDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5/8° 11" 6" �, o� o
<br /> SCALE: 3/4" = 1'-0" SGALE: 3/4" = 1'-p° POST & HOLDOWN PER � � �
<br /> � f� �I I I �I I HOLDOWN SCHEQU�E HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" �f 8 11" 6" ' ; �`�
<br /> 1 EXTERIOR HO�DQW�J 2 SECTI0�1 � � � I I ,,,, � ` k ' � f f £ k I
<br /> � � If II
<br /> - _ �L ( � � �1����, � II (14) SDS ,� ��
<br /> HDUS-SDS2.5 (2) 2X4 (2) 2X6 �� 5/8" ��p & 11 RE: 6 RE: U �
<br /> — � 1/4X2 1/2 �
<br /> 1
<br /> NOLDOWN PER PLAN NUT/WASHER NUT 2,12/S1.3 �'' ; , ,
<br /> 4X PER PLAN — — — T — � � — — HDU8-SDS2.5 4X4 4X6 �2Q) SDS f8„ PER 2/S1.3 11" 8"
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<br /> o � -�` — � 1/4X2 1/2"
<br /> W — � �
<br /> - • = STAGGER NAILING AT FLYWOOD JOINTS (30) SDS C9
<br /> � :; HDU11-SDS2.5 4X6 6X6 1 4X2 1 2" � 16" 8" S � �
<br /> � . . MSTC48B3 HEADER PER PLAN � � T ,�Mj �
<br /> ¢ f CS16 X 48° HEAD/SILL 36 SDS 8„ RE� ,�, ti ���<� �
<br /> HOLDOWN o � �)I (I W/ (44) 10d NAILS I I I I( PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 1 t 4X2 1 2° � 16" 2,12/S1.3 � � �
<br /> o U.N.Q. PER PLAN � � � � - • ,�
<br /> PER PLAN � o SHEARWALL SCHEDULE - TYPfCAL � � �
<br /> CL OF STUD o � � I PERGS EARWALL SCIHED. I� I I I FIELD NAILING F.N. - TYP. RE: � o �, �
<br /> HOLDOWN FASTENERS START NAILS 1 1/2 UP � � MSTC48B3 (2) 2X4 (2) 2X6 (12) 10d FACE, (4) 1Qd BOTTOM, (38) 10d STUDS/POST � � c�
<br /> AND WOOD STUDS PER � � FROM END OF STUD I I� DGE NAILING AT SILL, f I 7/S1.3 �a�y �g, r
<br /> PLAN AND HOLDOWN ° NO NAILS REQ. � �
<br /> o; � HEAD, KING & TRIM STUDS POST & i10LDOWN PER �,�
<br /> � SCHFDULE o ° EMBEDMENT t I I
<br /> P E R S C H E D U L E HOLDOWN SCHEDULE HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> ° • • � " MIN. 10 19 1. HOLDOWNS SHA�� BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY.
<br /> � � I I I �� ��� M��• S1.- S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> a. a a a � I I � _ 3. USE HALF THE REQUIRED NAILS IN EACH MEMBEft BEING CONNECTED. � � � �.
<br /> _ � HOLDOWN BOLT SEE 4. SCREWS SHALL BE SDS 1/4 DIA. X 2 1/2 AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY.
<br /> a • � — • � a
<br /> ° . .a 4.. Q a a ,� � �� NOLDOWN SCHEDULE Q �' � o�o
<br /> a Q a. .. a � ( � _IL I .� I 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO,PLACING CONCRETE. Q � o N
<br /> a. . _ � " �. .� �a I I (I 6. A N C H O R B O�T N U T S H A L L B E F I N G E R-T I G N T P L U S 1/3 - 1/2 T U R N W f 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. o � �
<br /> a a •� , . . � � � � � •° � FACE NAI�S (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 SNALL BE INSTALLED CENTERED ALONG THE WIDTH OF TNE ATTACHED POST. � �
<br /> I I,;,� I I= ( I,;,I I I= 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTIQN 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. � p
<br /> P�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 /> � ANQ EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BQTTQM UP. fNSTALL WITN STRAP MATE "NO WET STICKING".
<br /> HD TYPE 11. ANCHOR BOLT HOLDOWNS SHRLL 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" = 1'-4" SCALE: 3/4" = 1'-0" SCALE: 3/8" = 1'-0" TYP C C A� D E TA I� F 0 R S N E A R WA�� W/ o O .
<br /> 6 I(�TERIOR NO�DOW�I 7 HO�DOW�I AT EXTER OR 8 FORCE TRA�ISFER AROUf�D W �1DOW OPE�IINGS 10 > �
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<br /> (�� 0 0 NO�DOWf� �c �ASTENER SCNEDU�E W
<br /> � �
<br /> SHEARWALL SHEARWALL a ~
<br /> RE; PLAN RE: PLAN � ¢
<br /> ADDED STUD FOR ADDED STUD FOR � v
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE �'
<br /> COUNTERSINK HOLDOWN PER PLAN (COUNTERSINK HOLDOWN PER PLAN HOLDOWN PER STRAP � �
<br /> ( ) ) - -� RE: PLAN OVER �
<br /> SAW CUT IN PLY TO �
<br /> ABOVE & BELOW FLOOR �
<br /> _ = CL OF STUD _ _ PLAN ACCEPT STRAP AT HOLDOWN NAILING RE: SHEATHING HOLDOWN NAILING RE: i �
<br /> � _ _ _ _ BEAM PER PLAN (3) 10d � WTERIOR HOLQOWN SCHEDULE HOLDOWN SCHEDULE �
<br /> �
<br /> = FLOOR JOISTS/RIM - _ (TYP.) Q Q z i �
<br /> PER PLAN � � .
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<br /> � � _ N �
<br /> JOISTS �
<br /> _ = PER PLAN BLKG. C� WALL LINE � BUNDLED STUDS � � �
<br /> - _ (TYP.) � RE: HOLDOWN � BUNDLED STUDS
<br /> " = PL 5 X 5 X 3/8" W SCHEDULE RE: HOLDOWN .� �
<br /> � _ _ SCHEDULE o
<br /> WOOD POSTS PER STRAP � �
<br /> FASTENERS PER BEND STRAP UNDER RE: PLAN OVER SHEARWALL _ � �
<br /> SCHEDULE SCHEDU�E MULT. JOIST/BERM U.N.O. SNEATHING RE: HOLDOWN SCHEDU�E RE: PLAN �
<br /> PER PLANS FOR ADDITIONAL WFO.
<br /> SHEARWALL � PROVIDE 1 5/8" MIN. END NOTE: � �
<br /> SHEATHING NOT RE: HOLDOWN SCHEDULE
<br /> RE: PLAN � PROVIDE 1 5/&" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCA�E: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � �
<br /> TYPICA� NO�DOW�1 TO BEA�1 13 HQI�DOWN DETA � 14 15 EXTERIOR HO�DOW�1 � �
<br /> 1 � TYPICA� NO�DOWf� F OQR TO F�OQR 12 � 0 fI�TER OR HO�DOW�1 �I
<br /> a ❑
<br /> � �
<br /> � ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. � �
<br /> STRAP TYPE STRAP TYPE � Q
<br /> ��
<br /> . ... . . . . .�O o . . . .. >G . . .. ... . . . . . .. . . . . � ��
<br /> _ � � �
<br /> INSTALL WASHERS ° P.E.N. �
<br /> BETWEEN BOLT NUTS & PL.N.
<br /> P.E.N.
<br /> WOOD �: SNUG TIGHT A�LTT OCATION F•N ADD STUD !F NO PL.N. U �
<br /> _ _ lOd C� 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING � �
<br /> PER PLAN (.148"DIA. X 3" LONG) � o
<br /> � _ = S OT 0 THIS SHEET FOR PANEL NAILING NOTATIONS: � � �
<br /> NAILING DETAILS P.E,N. = PANEL EDGE NAII.ING !�j
<br /> — PER SCHED. �_ F.N_ P�.N. = PLATE NAILING F.N. F.N. P� � '�'�'i
<br /> - — F.N. = FIELD NAILING r�' [�
<br /> STRAP TYPE P.E.N. P.E.N. � r"' �
<br /> BOLT TYPE �
<br /> . . _ . . -- PL.N. PL.N. � � �
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<br /> � .o � ° � 4 - °.v e a PEN STAGGERED � � � �
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<br /> a . . � Q I�I � � . . . NOTE: NQTE:
<br /> . � °° HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN
<br /> �o.. . . Q . .. . . v
<br /> a. o a . . PER P�AN AND SCHEDULE. AND SHEARWALL SCHEDULE.
<br /> SGALE: 3/4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" �
<br /> 16 �IOT USED 17 SE�T10�1 � g TYPICA� �1U�TIPI�E STUD ATTACNNIEI�T 19 NO�DOW�I PI�ACENIE�ITS 20 STRUCTURA� WA�� I�lTERSECTIONS `
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