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HOLDOWN & FASTENER SCHEDULE (HF STUDS) '. •
<br /> HOLDOWN HARDWARE WOOD MEMBER/POST FASTENEft ROD ANCHOR EMBEDMENT STEM DETAIL
<br /> NOLDOWN PER PLAN
<br /> TYPE DIAMETER (MINIMUM) o '
<br /> PER PLAN STEM THICKENED STEM THICKENED � -
<br /> � CL HDU IN STUD CL HOLDOWN IN STUD �.�.�.:;, r .:..;.��,.:�fi,; � .::._' 2X4 WALL 2X6 WALL �
<br /> HOIDOWN FASTENERS STRAP STRAP y FOOTING SLAB 6,
<br /> AND WOOD STUDS PER
<br /> �
<br /> PLAN AND HOLDQWN ° CS16 2X4 2X6 (26) 8d N.A. N.A. - N.A. - N.A. =
<br /> SCHEDULE ° SW
<br /> ° EMBEDMENT � �
<br /> EMBEDMENT � o PER SCNEDULE PARTIAL PLAN: SNEARWALL WITH FORCE TRANSFER MST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. Z �
<br /> PER SCHEDULE ° „ , „ — � �
<br /> J � SCALE: 3/8 = 1 -0 � � ,
<br /> �
<br /> ��� •�� � � � �� a���� , 4. � :� �a. . ' � . � '�I�I . �-d. ;� a. . � . FRAMING AT PANEL EDGES MST48 �2� 2X4 �2� 2X6 �34� 16d N.A. N.A. - N.A. - N.A. 4�.15�S1.3 p � ,
<br /> � ° � � . aa � �� ° � ° �a � � � ° �° � . aa �- PER SHEARWALL SCHEDULE ' � � �.
<br /> a � � � . a . � . — = Q.�� . . . o
<br /> a '• ... .d � . , ° � �. ... 4 � � �° � � � ���-� a . � � � . 4 ` MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. t� � �
<br /> � . . � � �I
<br /> � a � d O d . �.. � � d C d � � �-� .II � � . d� . . - _ - _ - _ - - � � (� .
<br /> #4 CONT. �. ��� . � . : �. :. . � . . .� . . • e� —i . . . �° • ' C� o — — �
<br /> . . � ` ° . . . �. a o �II. �. �� a � AN R ROD w � � — � cv o
<br /> `a �.. ;. . �.� <a ;. . . �ba ;. . DIAMETER PER = � - -
<br /> . a ,� . a. ��,� � o . a. ��� � � CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. N.A. N.A. .� -� �
<br /> . . �, SCHEDULE � �
<br /> . � � .a � �. � .a� � - Q�� HEADER PER PLAN
<br /> a 4�. .. :� a d�. .. :� � , �=I a a . .. .� CS16 X 48" HEAD/SILL PANEL EDGE NAILING (P.E.N.) _ _ W v �-�,
<br /> � � � � � � NUT/WASHER/NUT (I W/ (44) 10d NAILS ( ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A. N.A. N.A. � �
<br /> � � o � �' � � � PER SHEARWALL SCHEDULE — o
<br /> � �� i i i—i� op g � i i---i � i i i—i, o U.N.O. PER PLAN � v� �
<br /> � �° � J BLKG. Wf EDGE NAILING I �� � RE: � ~ ,�
<br /> �� �� ( I;, ,I I I= � �� �� �I,;,I = I I,;, I I- NOTE; � nl f PLACE EDGE NAILS INTO STHD14 (2) 2X4 (2} 2X6 (30) lOd STRAP N.A. - 14 - 8' � °' �'r -
<br /> PER SHEARWA�L SCHED. 1, 2/S1.3 -,-� � � '
<br /> REINFORCING NOT POST PER PLAN OR (2) 2X STUDS
<br /> A; STRAP TYPE B: HQ TYPE SHOWN FOR II � ( DGE NAI�ING AT SILL, I II AT ENDS OF SHEAR WALLS. � � � � � • ,
<br /> CLARfTY HEAD, KING & TRIM STUDS HDU2-SDS2.5 (2) 2X4 (2) 2X6 6 SDS 5`8„ 11" 6" � o �o
<br /> � 1/4X2 1/2" � co o .
<br /> SCAL�: 3/4" = 1'-0" SCALE: 3/4" = 1'-Q" POST & HOLDOWN PER (10) SDS �
<br /> N I I II � I ( HOLDOWN SCNEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5�$ 11" 6" ; , � y� � 3 '
<br /> 1 E X T E R l O R H 0 D 0 W�1 2 S E C T 0�1 _ � �--- . ..:��::: :.,��:�t.:;:A::;
<br /> ❑ 0 I 1 I/ � ,. ; � . �. }
<br /> � � � JJ� �J.J� �I �I I . . I�. (14) SDS r . � ,
<br /> HDU5-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" 5`8 ROD & 11" RF: 6° RE: ' � "
<br /> — — 212 51.3 `� '"
<br /> :�;��><:::::.:::::::>.;:,:;::<;:>'
<br /> NUT WASHER NUT � ��:;;k:<>.;.�<�::.::::-::�<:>::::>::;:>::::;,,�;:�;;.;:;,::f.......�.:. ...3.,.
<br /> HOLDOWN PER P�AN / �
<br /> ::.r;,�: <.::��.::
<br /> ;i.ry^:;?>::i:_:"s >:oxuW
<br /> ;:�y:::3si;;:;<:i:
<br /> a..�.:.
<br /> ::i^%2°.'"
<br /> �<£fi3?�
<br /> PER 2
<br /> S1.3
<br /> :i::nd;':`t= _
<br /> : ;
<br /> 4X PER PLAN - — — — — — — — — — HDU8-SDS2.5 4X4 4X6 �20) SDS 7�8., � 11" 8" ' T`
<br /> — � x �
<br /> �. .... .. . � .... .�. _�: , ..,_� ,.....,..>
<br /> o � � — � 1/4X2 1/2"
<br /> � • ,
<br /> = STAGGER NAILING AT PLYWOOD JOWTS (30) SDS `�
<br /> '"� MSTC48B3 I HDU11-SDS2.5 4X6 6X6 1/4X2 1/2" � 16" 8" � �?�� \ � ,
<br /> HEADER PER PLAN
<br /> x `��� L� o �
<br /> � � CS16 X 48" HEAD�SILL (36) SDS „ „ RE: ,� ti ����'� �
<br /> NOLDOWN � � � � W� (44) 10d NAII,S �� � PLYWOOD SHEATHING PER HDU14-SDS2.5 4X6 6X6 1�4X2 1�2" � 16 8 2,12�S1.3 � � - � �' ;�, .
<br /> PER PLAN � oo U.N.O. PER PLAN SHEARWALL SCHEDULE - TYPICAL � � � �,, � � -
<br /> CL OF STUD .- -' z (I � BLKG. W� EDGE NAILING (I I I I� ftE: � o �
<br /> H O L D O W N F A S T E N E R S � � ��: S T A R T N A I L S 1 1/2" U P � PER SHEARWALL SCHED. FIELD NAILING (F.N.� - TYP. M S T C 4 8 B 3 (2) 2 X 4 (2) 2 X 6 (1 2) 1 0 d F A C E (4) 1 0 d B O T T O M, (38) 10d STUDS/POST ct= �� � r a
<br /> ' 7�S1.3 <?? �y , �I �
<br /> A N D W O O D S T U D S P E R � � F R O M E N D O F S T U D I I I � I D G E N A I L I N G A T S I L L,
<br /> �I �
<br /> PLAN AND HOLDOWN � NO NAILS REQ. HEAQ, KING & TRIM STUDS POST & HOLDOWN PER ��,�
<br /> SCNEDULE p � E M B E D M E N T i I)
<br /> PER SCHEDIJLE — HOLDOWN SCHEDULE HOLDOWN AND FASTENER SCHEDULE NOTES;
<br /> o � " P�11N. �� �g 1. HOLDOWNS SHALL BE AS MaNUFACTURED BY THE SIMPSON STRONG-TfE COMPANY.
<br /> J II II I 9�� M��• S1. S1. 2. 16d = Q.162" DIA. X 3 1�2° LONG.
<br /> 4. . . Q .. . � : a . . . a `f � � I � I 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. � � � �
<br /> d — �— - - �.-. —� � — � ..a HOLDOWN BOLT S E 4. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2 AS MANUFACTURED BY SIMPSON STRONG-TIE COMPANY. �-: � � o
<br /> ° . ' � . . . I _1L �L �I � �
<br /> a 4.. HOLDOWN SCHEDULE Q N �
<br /> �. � . 'd �° ° . a� :IIa a ,�� � . Q �. . . 5. HQLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE, � �v =
<br /> � , a._ :_ � , , , � ..2�� � �a 6. - HT PLUS - TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT.
<br /> �� �� ANCHOR BOLT NUT SHALL BE FINGER TIG 1/3 1/Z" \ � `n
<br /> � 9 a � � � �� � �� � .° FACE NAILS (4) 0.148" DIA. X 3" � � IMPACT WRENCHES SHALL NOT BE USED. � �' � �
<br /> I I I!I( (% I I I!!I � (I (12) 0.148" DIA. X 3" BEAM PER PLAN 2 7/8" PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE�U NO E�SO SECTIQNA 06 00�NftOUGN �F AMNNGR�F�ORLT�HE REQU REDHPOSTTSPEC ESA ANDD GRADE. ;� o "
<br /> PLYWOOD O.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, 9. BUNDLED STUDS PER DETAIL 18/S1.3.
<br /> � AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE "NO WET STICKING".
<br /> �
<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 /> 0
<br /> \
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° SCALE: 3/8" = 1'-0" TYP f C A� D E TA � FO R S H E A R WA�� W/ p �
<br /> 6 I�ITERIOR HO�DOW�1 7 NO�DOW�I AT EXTER OR 8 FORCE TRANSFER AROU�ID WI�IDOW OPE�IINGS 10 � � � �
<br /> 0 HOI�DOW�I �C FASTE�IER SCHEDULE ?
<br /> � a a � .
<br /> �
<br /> SHEARWALL SHEARWALL ¢ ~
<br /> RE: PLAN Q •
<br /> _ RE: PLAN m v �
<br /> ADDED STUD FOR ADD�D STUD FOR �
<br /> ND TYPE HOI D04'INS HD TYPE HOLDOWNS STRAP TYPE - `n
<br /> HOLDOWN PER PLAN HOLDOWN PER PLAN - STRAP �
<br /> (COUNTERSINK) (COUNTERSINK) HOLDOWN PER SAW CUTIN PLY TO RE: PLAN OVER - � �
<br /> ABOVE & BELOW FLOOR �
<br /> _ = PLAN ACCEPT STRAP AT SHEATHING W �
<br /> - = CL OF STUD - = HOLDOWN NAILING RE: HOLDOWN NAILING RE: a. �
<br /> - = - = BEAM PER PLAN (3) 10d INTERIOR — NOLDOWN SCHEDULE HO�QOWN SCHEDULE
<br /> �
<br /> - = FLOOR JOISTS�RIM - _ (TYP.) Q O E r..z_� �
<br /> _ ¢ � � .
<br /> PER PLAN � I � f , .
<br /> �
<br /> � _ _ .
<br /> I I ~
<br /> II � � Z —�
<br /> II '' � Q `.`' Q
<br /> J z J Z
<br /> r �� I I � � � � Q �--� •
<br /> . . . .
<br /> vF—i � I c�i� � � "
<br /> JOISTS � �
<br /> J BUNDLED STUDS � � �
<br /> _ = PER PLAN BLKG. � WALL LWE � � BUNDLED STUDS
<br /> - - PL 5 X 5 X 3/8" (TYP.) Q RE: HOLDOWN w � �
<br /> _ SCHEDULE RE: HOLDOWN ��
<br /> - SCHEDULE
<br /> - - STRAP � O r
<br /> 'NOOD POSTS PER FASTENERS PER BEND STRAP UNDER SHEARWALL ��
<br /> RE: PLAN OVER RE: HOLDOWN SCHEDUL� ^ 1 �
<br /> SCHEDULE SCHEDULE MULT. JOIST/BEAM U.N.O. SHEATHING FOR ADDITIONAL WFO. RE: PLAN VJ '
<br /> PER PLANS
<br /> NOTE; 4�
<br /> SHEARWALL SHEATNING NOT � PROVIDE 1 5/8" MIN. END RE: HOLDOWN SCHEDULE p � �
<br /> RE: PLAN � PROVIDE 1 5/8" MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADDITIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY � �
<br /> SCAi�: 3/4" = t'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4° = 1'-0" SCALE: 3�4" = 1'-0" ?-� �
<br /> � 0
<br /> 11 TYP CA� HO�DOW�I F�00� TO F�OOR 12 TYPICAL. HO�DOWf� TO BEAM 13 HO�DOWN DETAI� 14 INTER QR HO�DOW�I 15 EXTER OR HO�DOW�1 � �
<br /> ❑ Q ❑ �
<br /> ALT. LOCATION BOLT TYPE -- P.E.N. F.N. F.N. � �
<br /> STRAP TYPE STRAP TYPE �� O �
<br /> I 4 � I � � �
<br /> :�
<br /> � �O p 7 C • r'� ..
<br /> � � �
<br /> WSTALL WASHERS ° P.E.N. � I--�
<br /> BETWEEN BOLT NUT$ & PL.N. �J
<br /> WOOD & SNUG TIGHT BOLT TYPE F.N.
<br /> ALT. LOCATION ADD STUD IF NO PLN. U O "
<br /> ^ lOd � 6"O.C. STAGGERED EXTERIOR A.P.A. SHEATHING � C�
<br /> �_ _ � ALT. LOCATIONS I r--�
<br /> _ — PER PLAN (.148"DIA. X 3" LONG) p
<br /> - — NOTE. NAILING NOTATIONS. � � �
<br /> _ _ � SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEL EDGE NAILING .w
<br /> _ _ _ NAILING DETAILS F N A PL.N. = PLATE NAILING F� _ F.N. 1� � �
<br /> _ _ PER SCHED. F.N. = FIELQ NAILING I�
<br /> STRAP TYPE P.E.N. P.E.N. � � � �
<br /> BOLT TYPE �
<br /> . •�,.
<br /> . . . .� . o a � � � . � � � PL.N. PL.N.
<br /> � �-{ :.
<br /> D ^
<br /> � � �
<br /> V Q p. - a i. p O O
<br /> .� . � � I o a , �. � . PEN STAGGERED � � � � �
<br /> o _ r l ,
<br /> • a ' ° v �_ . `�� �
<br /> p �. � .. Q.. v �
<br /> . o . . . . : . � I. v PL.N. P.E.N. P.E.N, W W
<br /> v .. a v . �
<br /> .v a . .
<br /> a : . .p. I :. . . . .. . NOTE: NOTE:
<br /> . aa
<br /> o � . , a � . HOLDOWNS AND STUD QTY. TO BE NAILING SHALL BE PER PLAN fM
<br /> 9, 0- v . . PER PLAN AND SCHEDULE. AND SHEARWALL SCNEDULE.
<br /> SCALE: 3/4" = 1'-0" SCALE: NONE SCA�E: 3/4" = 1'-0" SCALE: 3/4" = 1'-0° •
<br /> 16 �10T USED 17 SECTION � g TYPICA�. MU�TIP�E STUD ATTACH�E�1T � g HOLDOW�1 P�ACEMENTS 20 STRUCTURA�. WAL� I�ITERSECTIO�IS ' � R
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