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<br /> HOLDOWN & FASTENER SCHEDULE (HF STUDS)
<br /> NOLDOWN HARDWARE WQOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> HQLDOWN PER PLAN TYPE DIAMETER (M WfMUM) o
<br /> PER P�AN CL NDU W STUD CL HOLDOWN IN STUQ STEM THICKENED STEM THICKENED
<br /> , , . , . `-�
<br /> HOLDOWN FASTENERS a::; .,. . .:.: ;:�, .:��. ... 2X4 WALL 2X6 WALL
<br /> � ��� ��� FOOTING SLAB �
<br /> AND WOOD STUDS PER STRAP STRAP
<br /> o°° �
<br /> P�AN ANQ HOLDOWN ° CS16 2X4 2X6 (26) 8d N.A. N.A. N.A. N.A. �
<br /> SCHEDULE ° o>, SW
<br /> ° EMBEDMENT U �
<br /> EMBEDMENT � o 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 /> a� .-�
<br /> PER SCHEDULE
<br /> ° SCALE: 3/8" = 1'-0° r��
<br /> �, RE: `�
<br /> � �- a " o ` 4 FRAMING AT PANEL EDGES MST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - �•A• 1 f 1 3 �' `°
<br /> 'II ,� . � � : a':I�) � � . ". : z '.II , d.a � _ �a �. PER SHEARWALL SCHEDULE 4, 5 S . � o
<br /> . . . . _
<br /> .Q . , . Q . . tr II) � � d . d� v 4.I' ' . � dQ' ..... . . . . .. . . .. . _ . . . . . . .. . . . . .. . . . �
<br /> a . ° - — .
<br /> • �.� a � a a .�. ° ° .a a � ��= a{ a ° � a . � MST60 (2} 2X4 (2) 2X6 (48) 16d N.A. N.A. — N.A. — N.A. � � �
<br /> d � d . �. Q d I I I I Q . d . _ _ _ _ - _ - �
<br /> 4 . . q' Q d . �� d ~ .��! . .a d � _ _ .. . . . .. Q
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<br /> T �
<br /> #4 CONT. � � . . e� . , . � � �—i ,�� � � ANC�R ROQ ,� — _ � � +, c�
<br /> . .
<br /> . .. ..
<br /> �<Q . . Q <e . � . Q �b a� . � DIAMET�R PER `� CMST14 4X6 (2) 2X (66) 16 N.A. N.A. • - N.A. - N.A. ,� �
<br /> = 6 d
<br /> .. . .. ° a � .. � a a. ,, m � ° 4 SCHEDULE R � �
<br /> � � HEADER PE PLAN
<br /> � Q � � � ``' _ �a� a - CS16 X 48" NEAD/SILL PANEL EDGE NAILING (P.E.N.) _
<br /> d . i ) � ° (� II ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. N.A. N.A. W �� �
<br /> � A ,� � 9 � � � �g NUTfWASHER/NUT I I W/ (44) 10d NAILS PER SHEARWAL� SCHEDULE �
<br /> � o
<br /> �' � � o U.N.O. PER PLAN
<br /> —� � E—�� —� � �—� � I RE: � N '-�
<br /> °� �,� —' '—'—'-' °� �,� z �I I BLKG. W/ EDGE NAILING I I I f I - -
<br /> ��ogo� _—,I � �- �� � ( �,;,� ( �_ ��,�,I I= NOTE: � PLACE EDGE NAILS WTO STHD14 (2) 2X4 (2) 2X6 (30} 10d STRAP N.A. 14° $ 1, 2�S1.3 -� � �
<br /> REINFORCING NOT PER SHEARWALL SCHED. POST PER PLAN OR (2) 2X STUDS C� �� �
<br /> SHOWN FOR II I) DGE NAILING AT SIL�, (I AT ENQS OF SHEAR WALLS. -� � �
<br /> A: STRAP TYPE B: ND TYPE CLARITY HEAD, KING & TRIM STUDS HDU2-SDS2.5 (2) 2X4 (21 2X6 �6) SDS 5�g» ��„ 6�� � a �
<br /> I �I 1/4X2 1/2"
<br /> — � c�o �
<br /> PQST & HOLDOWN PER 10 SDS
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" � ( HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�&� 11" 6�� � `
<br /> � I I I I I I I I ��
<br /> r
<br /> R NO�DOWN 2 SECTIOf� `� _ � ,
<br /> 1 EXTERIO [❑ II :
<br /> � ry 5 }
<br /> � � _L1- �=--� HDU5-SDS2.5 (2) 2X4 (2) 2X6 (14) SDS» 5/8" ROD & 11" RE: 6>, RE; r`, � ` �
<br /> _ _ — 1/4X2 1/2 NUT/WASHER NUT 2,12/S1.3 { ; , n :
<br /> HOLDQWN PER PLAN
<br /> (20) SDS 7/8„ PER 2/S1.3 11„ 8,� ;;
<br /> 4X PER PLAN T � -- — — — — — — — HDU8-SDS2.5 4X4 4X6 . . ." . '} '"� . „ .;. � `
<br /> 1 j4X2 1/2'
<br /> W � — — -'' � � _ �
<br /> , a = STAGGER NA(LING AT PLYWOOD JOINTS (30) SDS , „ > �
<br /> . . HDU11-SDS2.5 4X6 6X6 1/4X2 1/2" � 16 8� ��� �
<br /> � " MSTC48B3 ( HEADER PER PLAN
<br /> 5 � �
<br /> . . `�� �� o
<br /> " � � CS1�6 X 48" NEAD jSILL � (36) SDS RE: ti �� � �
<br /> o �(( � W� (44) 10d NAILS �� � ��� PLYWQOD SHEATNING PER HDU14-SDS2.5 4X6 6X6 1 4X2 1 2" � 16" $�� 2,12 f S1.3 �� � � .�
<br /> HOLDOWN _ o U.N.Q. PER PLAN � �
<br /> PER PLAN CL OF STUD � z I � I BL.KG. W/ EDGE NAI�ING ( I I I I SHEARWALL SCHEDULE - TYPICAL RE: �, o • 1b` `�o
<br /> NOLDOWN FASTENERS � � START NAILS 1 1/2" UP � PER SHEARWALL SCHED. I III FIELD NAI�ING (F.N.) - TYP. MSTC4883 (2) 2X4 (2} 2X6 (12) lOd FACE, (4) 10d BOTTQM, (38) 1Od STUDS/POST 7 S1.3 �� `�� �>�
<br /> AND WOOD STUDS PER � � FROM END OF STUD I I I) DGE NAILING AT SILL, b��
<br /> ?� � �
<br /> � PLAN AND NOLDOWN ° NO NAILS REQ. HEAD, KING & TRIM STUDS POST & HOLDOWN PER
<br /> SCHEDULE ° EMBEDMENT " � I — II HOLDOWN SCHEDUI_E HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> ° o PER SCHEDULE , , " MIN. 10 19 1. HOLDQWNS SHALL BE AS MANUFACTURED BY THE SIMPSON STRONG-TIE COMPANY.
<br /> 0
<br /> ^, II I) I I) `_ � I 9 M��• S1. S1. 2. 16d = 0.162° DIA. X 3 1/2" LONG.
<br /> ; 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. � �-
<br /> a. . a . a � . . 4 \__ HOLDOWN BOLT - SEE 4. SCREWS SNALL BE SDS 1/4" DIA. X 2 1/2" AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. � � � �
<br /> ° Q Q. a — -- �- —. — • a � � , � � , � HOLDOWN SCHEDULE �
<br /> 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. q � Q cv
<br /> . ° a' :�I�4 a.4 a. . �__
<br /> a a 4 I
<br /> • � Q — � • •� . d . (� �� 6. ANCHOR BOLT NUT SHALI. BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. o � �
<br /> 4 Q � � ° FACE NAILS (4) 0.148 DIA. X 3 � IMPACT WRENCNES SHALL NOT BE USED.
<br /> � � � �
<br /> —� � �—� ' —� � �—� ' 12 0.148" DIA. X 3" BEAM PER PLAN 7. HDU NOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. w p
<br /> ��-� � �- ��,�,� � �_ � )
<br /> 2 7 f 8" P R E B E N T A N C H O R B O L T S - SEE SHEARWALL 8. RE: NOTES SECTION 06100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. � o
<br /> P�YWOOD /O.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18/S1.3.
<br /> t AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTQM UP. INSTALL WfTH STRAP MATE "NO WET STICKING". �
<br /> 11. ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASMER NUT PER 2/S1.3. �
<br /> HD TYPE �
<br /> , » _ �_ �� SCALE: 3/4�� � ��-o�� SCAI�E: 3/8�� = ,r-Q�� TYPICA�. DETAIi� �OR SNEARWA�� W/ o 0
<br /> SCALE. 3/4 - 1 0
<br /> 8 FORCE TRA�ISFER AROU�IQ W �1DOW OPEN �1GS 10 NO�DQWN �C FASTEf�ER SCHEDULE ? �
<br /> 6 1�1TERIOR HO�DOW�1 7 HQ DOW�I AT EXTERIOR ❑ � �
<br /> 0
<br /> � J (n
<br /> SHEARWALL
<br /> H- �
<br /> REEAPLANLL RE: PLAN m Q
<br /> �
<br /> ADDED STUD FOR ADDED STUD FOR
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE STRAP �-- �
<br /> HOLDOWN PER PLAN HOLDOWN PER PLAN HQLDOWN PER SAW CUT IN PLY TO RE; PLAN OVER � cn
<br /> (COUNTERSINK) ABOVE & BELOW FLOOR (COUNTERSINK) PLAN ACCEPT STRAP AT SH�ATHING
<br /> � �
<br /> _ = CL OF STUD - = INTERIOR HOLDOWN NAILING RE: HOLDOWN NAILING RE: � �
<br /> _ _ - = BEAM PER PLAN (3) 10d HOLDOWN SCHEDULE � HOLDOWN SCHEDULE O � w
<br /> � Q z
<br /> _ = FLOOR JOfSTS/RIM _ = (TYP.) � �
<br /> PER PLAN
<br /> . �'.' I � �
<br /> , _
<br /> ( . .. . ... . . . .. . . . . . . . ... . . � J .. . .. . � . . � � � J �
<br /> � --__ II w � J z
<br /> I I �--
<br /> II . . . . . . . � � z � � +,,
<br /> � �� � � � _ �
<br /> � � �
<br /> JOISTS
<br /> PER PLAN -' � � .'�'�„�
<br /> - _ „ (TYP.) BLKG. C� WALL LINE � SUNDLEQ STUDS � BUNDLED STUDS
<br /> - = L. 5 X 5 X 3 8 RE; NOLDOWN � RE: HOLDOWN .� �
<br /> = P / SCHEDULE SCHEDULE � (�
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER RERAPLAN OVER �
<br /> RE: HOLDOWN SCHEDULE SHEARWALL --��-� � �
<br /> SCNEDULE SCHEQULE PERTPLANST/BEAM U.N.O. SHEATHING FOR ADDITIONAL INFO. RE: PLAN �
<br /> — SHEARWALL f RE��.T OLDOWN SCHEDULE �
<br /> SHEATHING NOT � PROVIDE 1 5 8 MIN. END �
<br /> RE: PLA N � � D I S T A N C E F O R S T R A P S FQR ADDITIONAL INFO.
<br /> PROVIDE 1 5/8' MIN. END SHOWN FOR �
<br /> DISTANCE FOR STRAPS CLARfTY �
<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'-Q" � �
<br /> N TO BEAM 13 HQ�DOWf� DETAI� 14 I�ITERIOR HO�DOW�I 15 EXTERIOR HQ�DOWf� � �
<br /> OR 12 TYPICA� NO�DOW ❑ �
<br /> 11 TYP CA� NO DOW�1 F�OOR TO F�0 ❑
<br /> 0
<br /> a
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. � �
<br /> STRAP TYPE STRAP TYPE P�� �
<br /> � � �
<br /> _ �O o >< •�
<br /> � � �
<br /> INSTALL WASHERS ° P.E.N. �
<br /> BETWEEN BOLT NUTS & PL�N� P,E.N. � l
<br /> WOOD & SNUG TIGHT BOLT TYPE F.N. P�.N. � �/ O
<br /> ALT. LOCATION ADD STUD IF NO
<br /> 10d � 6"O.C. STAGGERED ALT. LOCATIONS EXTERIOR A.P.A. SHEATHING � � � �
<br /> = _ (.148°DIA. X 3" LONG) � � O
<br /> _ — PER PLAN N OTE:
<br /> SEE 20 THIS SHEET FOR PANEL NAILING NOTATIONS: �
<br /> P.E.N. = PANEL EDGE NAILING �;
<br /> - — NAILING DETAILS _ PL.N. = PLATE NAILING � � �
<br /> — PER SCHED. F.N. F.N. F.N.
<br /> _ _ — F.N. � FIELD NAILING � �T� �
<br /> STRAP TYPE P.E.N. P.E.N. h-�-i
<br /> � BOLT TYPE �^ � �
<br /> PL.N. PL.N. � h-�i
<br /> �
<br /> ��'I � +''
<br /> . . . : o Q , . �
<br /> . a . �7 v . � a o o � o . � .
<br /> . . - �
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<br /> D . I ' _O 9 -. .. � . .. . . .. . . . . . � .
<br /> o. � ° : PEN STAGGERED - �'
<br /> . v � � �
<br /> o ('T 1 F°+�
<br /> ° . . . a � PL.N.
<br /> � I.o .. . a. .. a �
<br /> o P.E.N. � P.E.N. F•�•.�
<br /> v .. Q o .
<br /> �° ° NOTE: NQTE:
<br /> ° ° ( I � NAILING SHALL BE PER PLAN
<br /> � . p a � HOLDOWNS AND STUD QTY. TO BE
<br /> o.. . � . . a . .. . .
<br /> a o Q 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 /> � g TYPIGAI� f�U�....TIP�E STUD ATTACNME�IT � g NO�DOW�1 P�ACEN1E�lTS 20 STRUCTURA� WAL�.. II�TERSECTIO�IS "
<br /> SE�T0�1 C�
<br /> 16 �10T USED 17 0
<br /> 0
<br /> ��
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