|
HOLDOWN & FASTENER SCNEDULE (HF STUDS) �
<br /> HOLDOWN HOLDOWN
<br /> PER P�AN PER PLAN HARDWARE WOOD MEMBER/POST FASTENER ROQ ANCHOR EMBEDMENT STEM DETAIL
<br /> NOLQOWN FASTENERS CL HDU IN STUD _ CL HOLDOWN IN STUD ,: : ' ,; A . _y ,. ! TYPE DIAMETER STEM THICKENED STEM TNICKENED �MINIMUM} o
<br /> ' 2X4 WALL 2X6 WALL �
<br /> ANp WOOD STUDS PER, °�� STRAP STRAP FOOTING SLAB
<br /> PLAN AND HOLDOWN °
<br /> �
<br /> SCHEDULE ° SW CS16 2X4 2X6 (26) Sd N.A. N.A. - N.A. - N.A. �
<br /> ° EMBEDMENT �'"
<br /> EMBEDMENT
<br /> � PER SCHEDULE °°° �; �
<br /> PER SCHEDULE ° � � PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER U �
<br /> M ST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. -- N.A. z �
<br /> .
<br /> - ' _ � � SCALE: 3/8" = 1'-0" — e� ,-�
<br /> }�� •, a = _ _ � w
<br /> � a :II� � , . � ����� � a . - ` ( ) ( ) ( ) RE: �--
<br /> 4 � FRAMING AT PANEL EDGES MST48 2 2X4 2 2X6 34 16d N.A. N.A. - N.A. - N.A. 4, 15 S1.3 � °�
<br /> a a 4�. . � 4I I a . 4 . da. . � — a . ..a _� . Q°. PER SHEARWALL SCHEDULE � .-,
<br /> . . 4 . a � �a d � . � _ — .a a . � � o
<br /> — a.��
<br /> { ,
<br /> � ° . • a' 4 � a Q d' 4 a � ' I I—� I I ° . d . 9 N
<br /> � a a —
<br /> �4 CONT. . ° ° � � ' �T� �� ` � ° ° 4 � _ — _ MST60 2X4 2X 16d N.A. N.A. - N.A. - N.A.
<br /> . . . .
<br /> � . � . � � � �
<br /> � � , � :. �—i �
<br /> ,. .
<br /> , Q � � I) ' • W — N � �Q
<br /> 2 2 6 48
<br /> � ANCNOR ROD
<br /> �. _ � —. .— �
<br /> ` Q '.. a a. ' � ' `a a� a. � a �ba a. . DIAMETER PER = � -- � o
<br /> � � . . � � 1 ° `� SCHEDULE CMST14 4X6 (2) 2X6 (66) 16d N.A. N.A. - N.A. - N.A. � �., �
<br /> � ° w = °� HEADER PER PLAN �� �
<br /> .
<br /> � ° ° i �—� Q ° � CS16 X 48" HEAD/SILL PANEL EDGE NAILING (P.E.N.) � �
<br /> o � � a o �y � � � / / (I I j ( ) (I II ALL EDGES OF ALL SHEETS CMST12 4X6 4X6 (74) 16d N.A. N.A, - N.A. - N.A. U � �
<br /> 0 0 `� `� � � NUT WASHER NUT W 44 10d NAILS �
<br /> � PER SHEARWALL SCHEDULE _
<br /> ° —� � �—r � a � —� � �—� � —i i i—i� o U.N.O. PER PLAN
<br /> � �oo ° �� o
<br /> '_ - z BLKG W/ EDGE NAILING � � �
<br /> °.°� °�° � �,;.� � �- °� �� �(,;,I I I= I I-) I I- NOTE: � � ( PLACE EDGE NAILS INTQ STHD14 (2) 2X4 (2) 2X6 (30) 1Qd STRAP N.A. - 14" - 8" R�� � '�
<br /> REINFORCING NOT PER SHEARWALL SCHED. POST PER PLAN OR (2) 2X STUDS 1, 2/S1.3 � x �'.
<br /> R: STRAP TYPE B: HD TYPE sHowN FOR II II DGE NAILING AT SILL, I I AT ENDS OF SHEAR WALLS. U �� �
<br /> CLARITY HEAD, KING & TRIM STUDS (6) SDS � z �
<br /> HDU2-SDS2.5 (2} 2X4 (2) ZX6 1/4X2 1/2" 5�8 11" 6" � o �
<br /> SCALE: 3 4" = 1'-0" °� � °� �
<br /> � SGALE: 3/4 = 1 -0" � POST & HOLDOWN PER � �'' �
<br /> N I �I II � � II � I HOLDQWN SCNEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 1/4X2 1/2" ��8 11" 6" ` �
<br /> 1� EXTERIOR NO�DQWf� 2 SECT 0�1 � ;�,�
<br /> ❑ II II II . . r��:..:..y: �
<br /> II � � _JL. � � J� (14) SDS � I-- ��\.t '� �
<br /> — — HDUS-SDS2.5 (2) 2X4 (2) 2X6 ��4X2 1/2" ��8 ROD & 11" RE: 6" RE: � ; U ;
<br /> , � r
<br /> NOLDQWN PER PLAN NUT/WASHER NUT 2,12/S9.3
<br /> r � i
<br /> 4X PER PLAN — — ---- — -- — — (20) SDS ` „ PER 2/S1.3
<br /> Q � — — � HDU8-SDS2.5 4X4 4X6 1/4X2 1�2�� 7 8 11 8" .. ,..... . .: ,,��� ... .
<br /> w —
<br /> ` ' STAGGER NAILING AT PLYWOOD JOINTS
<br /> ^ . .
<br /> ,� ' ' HEADER PER PLAN 1/4X2 1/2" 5 �
<br /> '�' MSTC48B3 I HDU11-SDS2.5 4X6 6X6 1" 16" 8" �,, �
<br /> �
<br /> ¢ �: { C�� X)48" HEAD/$ILL I I I I( - (36) SDS RE: r� , f��I� o
<br /> f �
<br /> HOLDOWN o �I I I W 44 10d NAILS HDU1 SD 2 5 �, �
<br /> � PLYWOOD SHEATHING PER 4 S . 4X6 6X6 � 1 16 8 �
<br /> PER PLAN CL OF STUD � �• o U.N.O. PER PLAN ( SHEARWALL SCHEDULE - TYPICAL 1/4X2 1/2' 2,12 jS1.3 � � . - � .a
<br /> z �I I � BLKG. WJ EDGE NAILING I I I I
<br /> HOLDOWN FASTENERS � � �� START NAILS 1 1/2" UP � PER SHEARWALL SCHED. FIELD NAILING (F.N.) - TYP. RE: �`` o �,` a a
<br /> AND WOOD STUDS PER � � ��' FROM END OF STUD MSTC48B3 (2) 2X4 (2) 2X6 (12) 10d FACE, (4) 1Qd BOTTOM, (38) 10d STUDS/POST � ,.'�
<br /> I I I I I I I I ��s,.3 �?�� �, �
<br /> PI�AN AND HOLDOWN ° NO NAILS REQ. D G E N A I L I N G A T S I L�,
<br /> S C H F D U L E o ° E M B E D M E N T �� H E A D, K I N G & T R I M S T U D S P O S T 8 c N O L D O W N P E R ����
<br /> o ��R s c N E�u�E �I — H o��o w N s c H E�u�E H O L D O W N A N D F A S T E N E R S C H EDULE NQTES; �
<br /> ° MIN. 10 19� 1. HOIDOWNS SHRLL BE AS MANUFACTURED BY TNE SIMPSON STRONG-TIE COMPANY.
<br /> � II ( I II I II 9" M��. S1. S1. 2. 16d = 0.162" DIA. X 3 1/2" LONG.
<br /> a •� a Q — Q ' � — " — • aa � HOLDOWN BOLT - SEE 3. USE NALF THE REQUIRED NAILS IN EACN MEMBER BEING CONNECTED. � �
<br /> � �� `Q •�° ° � � � � � � _ � HOLDOWN SCNEDULE 4. SCREWS SHALL BE SDS 1/4' DIA. X 2 1/2 AS MANUFACiURED BY SIMPSON STRONG-TIE COMPANY. F�.., � � o
<br /> � � . � Q • ' ° �. . d.:Ila� a�� .� . Q Q. •. � � 5. HOLDDOWN ANCNORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. <C N � co
<br /> - - � �� �� 6. ANCHOR BOLT NUT SHALL BE FINGER-TIGHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. Q � « �.�n
<br /> ' ° •� - � � ° FACE NAILS (4) 0.148" DIA. X 3" �. � IMPACT WRENCHES SHALL NOT BE USED. � � `-
<br /> ������ "—'—I '-� (12) 0.148" DIA. X 3" BEAM PER PLAN 7. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACNED POST. � �
<br /> I I,;,I I I= I I,;,f I (= 2 7/8° PRE BENT ANCHOR BOLTS - SEE SHEARWALL 8. RE: NOTES SECTION Q6100 "ROUGH FRAMING" FOR THE REQUIRED POST SPECIES AND GRADE. � Q
<br /> P L Y W O O D/O.S.B. S H E A R P A NE LS 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 P E R D E TAIL 18/S1.3. '-' '-'
<br /> AND EMBEDMENT 10. STRAP TIE HOLDOWNS. NAIL STRAPS FROM BQTTOM UF. INSTAL� WITH STRAP MATE "NO WET STICKING".
<br /> HD TYPE 11. ANCtiOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL. ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/S1.3. �
<br /> co -
<br /> SCALE: 3/4�� _ ,�-o�� SCALE: 3/4�� - ,�-a�� � � _ � �� T YP I C A� D E TA I� F 0 R S N E A R WA�� W/ ~
<br /> SCALE: 3 $' - 1 -0 z o
<br /> 0 0
<br /> 6 INTERIOR HO�DOW�I � NO�DOW�J AT EXTE�IOR 8C�] �OR�E TRA�lSFER AROUND W1�1DOW OPE�IIC�GS 10 ; �
<br /> � HO�DOW�1 � FASTE�IER SCHEDU�E �
<br /> � �
<br /> SHEARWALL SHEARWALL Q �
<br /> RE: PLAN RE: PLAN � Q
<br /> ADDED STUD FOR ADDED STUD FOR m U
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE �
<br /> HOLDOWN PER PLAN HOLDQWN PER PLAN STRAP
<br /> (COUNTERSINK) (COUNTERSINK) NOLDOWN PER RE; PLAN OVER ~ �
<br /> ABOVE & BELOW FLOOR SAW CUT lN PLY TO
<br /> �
<br /> _ _ CL 0� STUD _ _ PLAN INTERIORSTRAP AT HOLDOWN NAILING RE: SHEATHING HOLDOWN NAILING RE: � ~
<br /> _ = BEAM PER PLAN (3) 1 0 d H O L D O W N S C H E D U L E HOLDOWN SCHEDULE �
<br /> _ = FLOOR JOISTS/RIM - - (TYP.} � c�
<br /> PER PLAN � � z � W
<br /> � �
<br /> �� � � I �
<br /> II II z J � J
<br /> II � II � z � ¢
<br /> �
<br /> z
<br /> Q � ¢ o
<br /> : : : : : : : : � z
<br /> — �
<br /> JOISTS � N � �
<br /> _ = PER PLAN -� � I � �
<br /> _ , , (TYP.) BLKG. 0 WALL LINE � BUNDLED STUDS � �
<br /> = PL 5 X 5 X 3 8' �, RE: HOLDOWN � BUNDLED STUDS
<br /> - = SCHEDULE `� RE: HOLDOWN � .
<br /> - SCHEDULE � �
<br /> WQOD POSTS PER FASTENERS PER BEND STRRP UNDER STRAP � �
<br /> SCHEDULE SCNEDULE MIJLT. JOIST/BEAM U.N.O. RE: PLAN OVER RE: HOLDOWN SCHEDULE SHEARWALL _� �
<br /> _ PER PI.ANS SHEATHING FOR ADDITIONAL INFO. RE: PLAN ^ � �
<br /> �V
<br /> SHEARWALL � PROVIDE 1 5 8" MIN. END NOTE: � Q�
<br /> SHEATHING NOT � RE: HOLDOWN SCHEDULE �
<br /> RE: PLAN � PROVIDE 1 5/8" 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" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" �
<br /> 11 TYP CAL HOI�DOW�1 F�OOR TO FLOOR 12 TYPICA� HO�DOWf� Ta BEAN1 NQ�.DOW�1 DETAI� � °
<br /> ❑ 13 14 T
<br /> � 0 15 EXTERIOR HO�DOW�I c� �
<br /> � IN i ERIOR HO�DOWN 0
<br /> � � -
<br /> ALT. LOCATION BOLT TYPE P.E.N. F.N. F.N. �
<br /> STRRP TYPE STRAP TYPE � o
<br /> Y
<br /> � �
<br /> � �� ° ��c �
<br /> INSTALI WASHERS ° P.E.N. � �
<br /> BETWEEN BOLT NUTS & PL.N. � �
<br /> WOOD & SNUG TIGHT BO�T TYPE F.N, P.E.N. � l
<br /> _ — ALT. LOCATION ADD STUD IF NO P���� v �
<br /> `�= = 10d @ 6"O.C. STAGGEREd ALT. LOCATIONS � EXTERIOR A.P.A. SHEATHING � �n �
<br /> _
<br /> PER PLAN (.148"DIA. X 3" LONG) `� -� � �+
<br /> NOTE: ^ NAILING NOTATIONS: � � �
<br /> - - SEE 20 THIS SHEET FOR PANEL P.E.N. = PANEL EDGE NAILING
<br /> NAlLING DETAILS F.N. �
<br /> - = PER SCHED. P NN. _ P4ELDENAALING F.N. F.N. M'� � �
<br /> STRAP TYPE �� � �
<br /> � BOLT TYPE P.E.N, P.E.N. � � �
<br /> . oa _ /e�
<br /> _ PL.N. PL.N. r
<br /> . : .. . 1 � �
<br /> a 4 p � ° a . . . . . . _ . � ��1 � .
<br /> . D . . . � o� . . o . o . . . .. . ... .
<br /> . a� . . I_ �� ° ° : _ PEN STAGGERED �a � �'
<br /> . Qo o - . � �
<br /> a � �
<br /> . ` • ' _ . .� .9 _. . � .. �.. a � � t� .
<br /> ° ° . o v. a °.�o . PL.N. P.E.N. P.E.N. � h-+�i W
<br /> � a . . . �o'� � . . . . .
<br /> . _ � ,a NOTE: NOTE:
<br /> �°� � � a � . a HOLDOWNS AND STUd QTY. TO BE NAILING SHALI BE PER PLAN �
<br /> � ° ° PER PLAN AND SCHEDULE. AND SHEARWALL SCNEDULE
<br /> SCALE: 3/4" = 1'-D" SCALE: NONE SCALE: 3/4" = 1'-0" SCALE: 3 f 4" = 1'-0"
<br /> 16 �1QT USED 17 SECTION � g TYPICAL N1U�T PI�E STUD ATTACH�lE�1T � g NO�DOW�I P�ACEMENTS •
<br /> C� ❑ 20 STRUCT�RA WA � �1TERSECTI0�1S
<br /> � �
<br />
|