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<br /> HOLDOWN & FASTENER SCNEDULE (HF STUDS) �
<br /> NOLDOWN
<br /> HOLDOWN PER PLAN HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL �
<br /> PER PLAN TYPE DIANIETER STEM THICKENED STEM Tl-fICKENED �MINIMUM} o
<br /> NOLOOWN FASTENERS � CL HDU IN STUD , CL HOLDOWN IN STUD ::� > 2X4 WALL 2X6 WALL FOOTING SLAB o�-,
<br /> AND WOOD STUDS PER STRAP STRAP
<br /> PLAN AND HOLDOWN ° �
<br /> SCHEDULE ° St� CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. �
<br /> ° EMBEQMENT
<br /> EMBEDMENT � o PER SCHEDULE �j �
<br /> PARTIAL PLAN: SHEARWALL WITN 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 /> tI� •� � � a ��) a � � � � � a �, FRAMING AT PANEI, EDGES MST48 �2� 2X4 �2� 2X6 �34� 16d N.A. N.A. - N.A. - N.A. R,y�� � �
<br /> . .. ' . ' '. . . . ` _ • d4 "4 �.� Y, 15/S1.3 ,�
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<br /> a ° � � °�, aII dQ • .� . °°. . " — — a.II °°. . PER SHEARWALL SCHEDULE � co �
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<br /> Q ° a . . d �a 4 S ,-�_ °�� a . a ° � MST60 2X4 2X6 16d N.A. N.A. - N.A. - N.A. c� � �
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<br /> <° " <° �b4 � a. . . DIAMETER PER S � Q
<br /> a d � � Q � d ° �' � " I � ° � SCHEDULE I � I CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. - N.A. - N.A. .� �
<br /> � m
<br /> a a � � - a �
<br /> �a d Q d. HEAOER PER PLAN PANEL EDGE NAII ING (P.E.N.) � -�
<br /> i �—� a � _ CS16 X 48' HEAD/SILI. �� -�
<br /> o � � , � � � � NUT/WASNER/NUT I �I Wj (44) 10d NAILS I ALL EDGES OF ALL SHEETS CM5T12 4X6 4X6 (74) 16d N.A. N.A. - N.A. - N.A. W �
<br /> o ° � � o � � � � � � PER SHEARWALL SCHEDULE � �
<br /> � 09 � i i i—i� � F i i—i� i i i—i� o U.N.O. PER PLAN — o
<br /> �°� °°� �I,�,I ( I= °$ °°� �I,�,I I I= ����E� � �- NOTE: � �I BLKG. W/ EDGE NAILING I ( PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2) 2X6 (30) 10d STRAP N.A. - 14" 8�� RE: � � �
<br /> R�INFORCWG NOT PER SHEARWALL SCHED. 1, 2 S1.3 T• �
<br /> POST PER PLAN OR (2) 2X STUDS � � �
<br /> A: STRAP TYPE B: HD TYPE SHQINN FOR f� ( DGE NAILING AT SILL, � AT ENDS OF SHEAR WALLS. (6) SDS � � � �
<br /> CLARITY HEAD, KING & TRIM STUDS �
<br /> f �I HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�8 11" 6" �, o co
<br /> SCALE: 3 4" = 1'-0" " > I � � o
<br /> / SCALE: 3/4 = 1 -Q" POST & HOLDOWN PER �' �
<br /> ; I I ( f I (I HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 (10) SDS 5 f8„ 11" 6" ' :
<br /> 10 EXTERIOR NO�DOW�1 20 SECTIOI� N ( I 1/4X21/2�� -� , � , � ;
<br /> � � r � � � ��� � � � � � � � ;
<br /> HDUS-SDS2.5 (2) 2X4 (2) 2X6 14 SDS 5 8„ , , !.
<br /> T T 1/4X2 1/2 ` ROD & 11' RE: 6' RE: U y ;
<br /> HOLDOWN PER PLAN NUT/WASHER NUT � 2,12/S1.3 ' ' ' `
<br /> PER 2 S1.3 ; f , < �
<br /> � 4X PER PLAN o — — — — — — — — — — HDU8-5DS2.5 4X4 4X6 1/4X2 1f2" ��8 / 11" 8"
<br /> w � — �
<br /> ;', T STAGGER NAILING AT PLYWOOd JQINTS (30) SDS ` c9 �
<br /> � � . HDU11-SDS2.5 4X6 6X6 �� 1" 16" 8" � ,
<br /> �
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<br /> MSTC48B3 I HEADER PER PLAN 1f4X2 1/2 S �3�� \
<br /> f CS16 X 48" HEAD/SILL � j� o
<br /> HOLDOWN Q III II W/ (44) 10d NAII,S I III (36} SDS „ , RE: ,� ti ��W
<br /> PER PLAN � o U.N.O. PER PLAN PLYWOOD SHEATHING PER � f " �
<br /> CL OF STUD d- o SNEARWALL SCHEDULE - TYPICAL HDU14-SDS2.5 4X6 6X6 1" 16 8'
<br /> z I( B L K G. W/ E D G E N A I L I N G (I 1 4X2 1 2 2,12 S1.3 � ,;, � �
<br /> HOLDQWN FASTENERS � °' � PER SHEARWALI. SCNED. RE: �` o r �� a o'
<br /> AND WOOD STUDS PER o � START NAILS 1 1/2 UP FIELD NAILING (F.N.) - TYP. MSTC48B3 (2) 2X4 (2) 2X6
<br /> PLAN AND HOLDOWN ° NO NAILS REQ. FROM END OF STUD `II � DGE NAILING AT SILL, II (12) 10d FACE, (4) 10d 80TTOM, (38) 10d STUDS/POST '�
<br /> 7/S1.3 ��?�y � �
<br /> SCHEQULE ° EMBEDMENT HEAD, KING & TRIM STUDS POST & HOLOOWN PER
<br /> � HOLDOWN SCHEDULE ���
<br /> o PER SCHEDULE �� — I� HOLQOWN AND FASTENER SCNEDULE NOTES;
<br /> o " MIN. �p �g 1. HOLDOWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY.
<br /> � _ -� ` I I + 9�� M��• S1. S1. 2. 16d = 0.162+' DIA. X 3 1/2" LONG. �
<br /> Q� . � _a �� T, a � � � (I � � 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. � �
<br /> � � °�. a • �° a° �a � • Q I � JL �I JL HOLDOWN SCHE E E . S L4" D . 2 D 2" AS E G-TIE COMPANY. Q � � �
<br /> HOLDOWN BOLT SE 4 SCREWS SHALL BE SD IA X MANUFACTUR D BY SIMPSON STRON
<br /> . ' 4 :IIQ d � Q �. : ' ' � 5. HOLDDOWN ANCHORS SH L BE SECURE IN PLACE PRIOR TO PLACWG CONGRETE, N '
<br /> DUL
<br /> ' °= '�— -� • � •�' � ° 6 - HT PLUS - /2" TURN WITH HAND WRENCH CARE ALL BE TAKEN TO NOT OVER-TORQ E THE NUT � � �
<br /> ,— — • (I II . ANCHOR BOLT NUT SHALL BE FINGER TIG 1/3 1 . SH U
<br /> � . • `- �
<br /> � Q ' � �� ' ° FACE NAILS (4� Q.148" DIA. X 3" � � IMPACT WRENCHES SHALL NQT BE USED. � �
<br /> ' '—'—'-� ' '—'—'-' . (12) 0.148" DIA. X 3" BEAM PER PLAN 7. HDU HOL,DOWNS SHALL sE INSTAL�ED CENTERED ALONG THE WlDTN OF THE ATTACNEQ PQST. � �
<br /> I I,;,� I I= I I;;,( I I= 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR TNE REQUIRED POST SPECIES AND GRAQE. a O
<br /> PLYWOOD O.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, 9. BUNQLED STUDS PER DETAIL 18/S1.3. � �'
<br /> � AND EMBEDMENT 10. STRAP TfE NOLDOWNS, 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 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 I�A� D E TA � F 0 R S N E A R WA�� W/ p
<br /> - � 'r
<br /> � INTER OR NO�DOW�J 70 NO�DQW�I AT EXTER �R 0 FORCE TRA�JSFER AROU�lD W �IDQW OPE�I �1GS 10 HO�DOWf� 8c FASTE�IER SCHEDU�E � �
<br /> � �
<br /> � � �
<br /> SHEARWALL SHEAftWALL � �
<br /> RE: PLAN RE: PLAN � �
<br /> ADDED STUD FOR ADDED STUD FOR � c�
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE �
<br /> (COUNTERSINK) HOLDOWN PER PLAN (COUNTERSINK NOLDOWN PER PLAN HOLDOWN PER
<br /> ABOVE & BELOW F�OOR � RERAPLAN OVER �
<br /> SAW CUT IN PLY TO `- �
<br /> - = CL OF STUD = - SNEATNING w �
<br /> - PLAN ACCEPT STRAP AT �
<br /> - - - - INTERIOR HQLDOWN NAI�ING RE HOLQOWN NAILING RE: a
<br /> _ _ _ _ BEAM PER PLAN (3) 10d HOLDOWN SCHEDULE HOLDOWN SCHEDULE �
<br /> _ = FLOOR JOISTS/RIM - _ (TYP.) Q ¢ O F �
<br /> � PER PLAN
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<br /> II ��
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<br /> JOlSTS � � � � �
<br /> - = PER PLAN ¢ BUNDLED STUDS Q � �
<br /> TYP. BLKG. C� WALL LINE � � �� �
<br /> - - �� � � � RE: HOLDOWN � BUNDLED STUDS
<br /> _ _ PL. 5 X 5 X 3/8 w SCHEDULE RE: NQLDOWN . � �
<br /> - - SCHEDULE � �
<br /> WOOD POSTS P�R FASTENERS PER BEND STRAP UNDER STRAP �
<br />-� SCHEDULE SCHEQULE MULT. JOIST/BEAM U.N.O. RE: PLAN OVER RE: HOLDOWN SCNEDULE SHEARWALL � �
<br /> PER P�ANS SHEATHING FQR ADDITlONAL INFO. RE: PLAN �1 l �
<br /> VJ
<br /> N OTE: 4�
<br /> SHEARWALL SHEATHING NOT � PROVIDE 1 5/8" MIN. END RE: HOLDOWN SCHEDULE � �
<br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHQWN FOR DISTANCE FOR STRAPS FOR AQDITIONAL WFO.
<br /> DISTANCE FOR STRAPS CLARITY � Q�
<br /> SCALE: 3 f 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� HOLDOW�1 F�OOR TO F�OOR 12 TYPICA� NO�DOV�1i� TO BEANI 13 NO�QOWi� DETAI� 14 I�lTERIOR HO�DQW�I 15 EXTERIOR HO�DOW�I � �
<br /> ❑ ❑ � �
<br /> � �
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. �
<br /> � STRAP TYPE STRAP TYPE �� Q
<br /> � � .
<br /> � _ �o o �� ,'� .
<br /> INSTA�.L WASNERS ° - P.E.N. � �
<br /> BETWEEN BOLT NUTS & PL.N. � �
<br /> WOOD & SNUG TIGHT BOLT TYPE F,N, P.E.N.
<br /> - - ALT. LOCATION ADD STUD IF NO PLN. U O
<br /> EXTERIOR A.P.A. SHEATNING
<br /> �- — ' 10d C� 6"O.C. STAGGERED ` � � � � �
<br /> (.148"D1A. X 3° LONG) ALT. LOCATIONS
<br /> O
<br /> _ = PER PLAN N O T E: NAILING NOTATIONS: �"''
<br /> _ = SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEL EDGE NAILING � � �
<br /> � NAILING DETAILS PL.N. = PLATE NAILING 1 •�
<br /> PER SCHED. �•N• F.N. F.N.
<br /> � - F.N, = FIELD NAILING �
<br /> STRAP TYPE
<br /> P.E.N. P.E.N. � � �C3 .
<br /> BOLT TYPE �� �
<br /> . . , . o a .� ` PL.N. PLN. �
<br /> . p . _ '� � �
<br /> o � ° ° ° �. a ° ' o 0 0 +�
<br /> � � o� � . ( ° ° PEN STAGGERED � � �� � �
<br /> a o. . � N
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<br /> c �D � . : . � �.o .. . � �. a.. a .. PL.N. �T�
<br /> v .. . q o . P.E.N. P.E.N. F-r-� W
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<br /> V I ' . . . . . . .
<br /> NOTE: NOTE:
<br /> � vv
<br /> �P� a . ..� . . Q HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN __
<br /> �=�� ° PER PLAN AND SCHEDULE. AND SHEARWALL SCNEDULE.
<br /> � SCALE: 3 j4" = 1'-0" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" .
<br /> 16 NOT USED 17 SECT ON � g TYPICA� N1��T PLE STUD ATTACH�IEf�T 19 HO�DOW�I P�ACENIE�ITS 20 STRUCTURA� WA�� �1TERSECT O�1S ' �
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