|
S6z HOLDOWN & FASTENER SCHEDULE (HF STUDS) �
<br /> � � �
<br /> Y PER PLAN - V v HARDWARE WOOD MEMBER/POST FASTENER ROD ANCHOR EMBEDMENT STEM DETAIL �
<br /> HOLDOWN I TYPE - DIAMETER (MINIMUM) c�
<br /> PER PLAN --HOLDOWN FASTENERS CL HDU IN STUD CL HOWNDOWN IN STUD 2X4 WALL 2X6 WALL STEM THICKENED STEM THICKENED �
<br /> FOOTING SLAB
<br /> .- AND WOOD STUDS PER • . , STRAP STRAP �
<br /> PLAN AND HOLDOWN
<br /> SCHEDULE g�yy CS16 2X4 2X6 (28) 8d N.A. N.A. - N.A. - N.A. �
<br /> ' . EMBEDMENT �-�
<br /> EMBEDMENT PER SCHEDULE U °��'
<br /> PER SCHEDULE PARTIAL PLAN: SHEARWALL WITH FORCE TRANSFER M ST37 (2) 2X4 (2) 2X6 (22) 16d N.A. N.A. - N.A. - N.A. z �
<br /> � � SCALE: 3/8" = 1'-0" �" � �
<br /> . � .
<br /> . . � � �
<br /> Q . � . � .. . . _ . . RE:
<br /> iif � � � ��f ° � = ii °� � � FRAMING AT PANEL EDGES M ST48 (2) 2X4 (2) 2X6 (34) 16d N.A. N.A. - N.A. - N.A. � oa
<br /> � � �� �a � � � � �- 'i � � PER SHEARWALL SCHEDULE 15/S1.2 ' � o
<br /> g I I a� �
<br /> - . - = - - _
<br /> ��I f i ( I . � ' a ,�, _ � � �.;i��� . I� �� f��,� � �_ _ � � �.;i� ! �i i� � C,�.I I (= �� - --- MST60 (2) 2X4 (2) 2X6 (48) 16d N.A. N.A. - N.A. - N.A. cn � �
<br /> �4 CONL '- �-i i� o _.�I I_ _ T_ _ Tl I__I t�„_ � � _I I_ - � c�t
<br /> : a . o ii ANCHOR ROD = I (I --U-- - --� - II I LSDTHD8 � � �'
<br /> ., ,� � o �i DIAMETER PER � � � (2) 2X4 (2) 2X6 (16) 12d STRAP N.A. - 8" - 8" � -+� �
<br /> = I I � = I I � � � _ SCHEDULE � �� II II HEADER PER PLAN (I II II LSDTHD8RJ - �
<br /> �� a�
<br /> � I= �� � I- � �a w , (= ll II II CS22 X 48" HEAD/SILL ( II � PANEL EDGE NAILING (P.E.N.) STHD14 � » RE: W � �
<br /> , e. ,_,:,°Q. ° . '�-- NUT/WASHER/NUT �( �� W/ (36) 10d NAILS I I I I �� ALL EDGES OF ALL SHEETS STHD14RJ �2� 2X4 (2) 2X6 (24) 12d STRAP N.A. - 14 - 8 � 2�5� 2 �
<br /> � � a : � �� o I( I I I I U.N.O. PER PLAN I I �I PER SHEARWALL SCHEDULE 12/S6.0 p � c�
<br /> �__j �__� .
<br /> � � z - -BLKG. W EDGE NAILING �. �, T'
<br /> NOTE: � II � II (I PLACE EDGE NAILS INTO HTT22 (2) 2X4 (2) 2X6 (32) 12d 5/8" N.A. - g^ _ $» 16/S1.2 � �, �
<br /> PER SHEARWALL SCHED. d�
<br /> � REINFORCING NOT II I) I I II POST PER PLAN OR (2) 2X STUDS -� � ,�
<br /> SHOWN FOR EDGE NAILING AT SILL, AT ENDS OF SHEAR WALLS. U '�' �
<br /> A: STRAP TYPE B; HOLDOWN II II II I II II z
<br /> - - CLARITY �� � HEAD, KING & TRIM STUDS ( HDU2-SDS2.5 (2) 2X4 (2) 2X6 ��4X2��2" 5/8" ��" g" � � Q
<br /> SCALE: 3/4M = 1'-0° SCALE: 3 4° = 1'-0" ( � � � �� " �� POST PER � `� �
<br /> � II II II I II II II I II II II (10) SDS
<br /> � ( �� �I � (( I I I I I I I I I HOLDOWN SCHEDULE HDU4-SDS2.5 (2) 2X4 (2) 2X6 ��4X2 ��2" 5/8" »" g"
<br /> 1 EXTERIOR HOLDOWN - SECTION 2❑ SECTION J �
<br /> �
<br /> � �� � � �� �� �� �� � � �� �
<br /> �� - J�- _ _JL JL _ _ -JL- HDu5-SDS2.5 (2) 2X4 (2) 2X6 ��4) SDS 5�8„ „ „
<br /> 1/4X2 1/2" NUT/HfASHER NUT 11 RE: 6 RE: U
<br /> HOLDOWN PER PLAN PER 2/S1.2 10/S6.0 1, 2, 6
<br /> , ,� =' % � .; ' i' - � ; , i ��,� �
<br /> 11, 12
<br /> (20) SDS
<br /> ' '� i i, ; �� ` '� � �/ �%' NOTE: HOLDOWN 4X PER PLAN - y - -- - ---- ---- ---- HDU8-SDS2.5 4X4 4X6 ��4X2 ��2» 7/8" 11" 8» HEET S1.2
<br /> , :, ; . , , ,, ,/ � , ,, � � o _'��-- r- --�r- �r- _r --�r�.'
<br /> , '�' ,/ ' ;�'i ;;- ,; �,' %;,' � STUDS TO RECEIVE Q
<br /> , , ,-% %! , i ;;'�' ', '/ %% ,'/ � �'•,i SHEARWAL�L PANEL � = I (I - -�-�-- - --�-- (I I
<br /> � � ' � �' �' �' '�� �' �= � EDGE NAILING � -°- { STAGGER NAILING AT PLYWOOD JOINTS (30) SDS "'
<br /> �� ,��' ' �� .,�� ��,� "' � !: '� � � - » . �
<br /> ' ' ' i %;�� � ,/,% , ;a,.; � '"' '�' MSTC48B3 III II I) HEADER PER PLAN I) II III HDU11-SDS2.5 4X6 6X6 ��4X2 ��2» 1 16 8 RE: S � N
<br /> ; � ,
<br /> , " x
<br /> ;i !� ,"% i,/ i ' /', / ;�a ., I �
<br /> � � ' " ' '' ' � � �� � � III II II CS22 X 48' HEAD/SILL I II III ��s�•� �� o
<br /> .' ,;�' ;; ; ', ,� '� ,,� ;r' ��`,; : � � : III II W/ (36) 10d NAILS II II (3s) s�s » � � & � � f��w
<br /> �;. ; ',, ' �;�� ,,;,; ' ,'� �'� ,;� �f� , , i � �' o U.N.O. PER PLAN PLYWOOD SHEATHING PER DU14-SDS2.5 4X6 6X6 ��4X2 ��2» 1 16 8 12/S1.2 �
<br /> ;, ,%i' � �'% ' ' - � z -BLKG. W/ EDGE NAILING ' .
<br /> ; ;%� , ;. ; , / , ; ,; A � III II �� I) II III SHEARWALL SCHEDULE - TYPICAL N� ' a z
<br /> � , ' ,% , ;,_ / ;; , ' , � �/ ,a. i � _� START NAILS 1 1/2 UP ��I (� PER SHEARWALL SCHED. I ( -FIELD NAILING (F.N.) - TYP. �� ��
<br /> �� � � / ° ' � NO NAILS R �OM END OF STUD DGE NAILING AT SILL, `�' `��'
<br /> ; � � � % ,- !„ ; � , , EQ,, I I I I I I I I I I I I I ?`�yk
<br /> . . � .
<br /> �' ;i ;: ;, ' ' �'% i '% , ��.��i � ; ',' � � :: HEAD, KING & TRIM STUDS POST PER
<br /> �
<br /> �: , � � i . �
<br /> . � ;.:��� � . , �� . ': ��� :, ,�,. .� �;�� ,,. ,.�, �� �) _ lT �II OWN SCHEDULE
<br /> � �„ ----1- ;; �� � -_ - - ,
<br /> � � �-��'�i� T' ii ii ii� i i� ii ii i ii� ,o
<br /> Q i � ;' � ii � ii �% : • � " MI ;�
<br /> ' I `- ( `-� 1 `-� � � ` :I: ' �' �' I I I I � �� � � � � I{ I I S�' H O L D O W N A N D F A S T E N E R S C H E D U L E N O T E S; N
<br /> q� � NOTE: AT CORNER "' co c� �n
<br /> � I I ( � � C O N D I 1 1 0 N S I) I I I I I) I) I) ( I I I N3f B L T - S E E 1. HOLDDOWNS $HALL BE AS MANUFACTURED BY THE SIMPSON STRONG-11E COMPANY. W � � � � N
<br /> I I ' .J� _ J L- L HOLDOWN SCHEDULE 2. 16d = 0.162" DIA. X 3 1 2" LONG. �" � 00 � � I '`�
<br /> I I ( H O L D O W N S T R A P M A Y � � Q � � M o r
<br /> � 3. USE HALF THE REQUIRED NAILS IN EACH MEMBER BEING CONNECTED. Q � � o � M �
<br /> BE LOCATED AT ' �� ° H O L D O W N P E R P L A N M M O o .- .- r �
<br /> �
<br /> � E I T H E R F A C E O F T H E F A C E N A I L S (4) 0.1 4 8' D I A. X 3" ' � � � � r 4. S C R E W S S H A L L B E S D S 1/4 D I A. X 2 1/2 A S M A N U F A C T U R E D B Y S I M P S O N S T R O N G-�f l E C O M P A N Y. r�
<br /> -- ---------�---1- S T E M W A L L (1 2) 0.1 4 8" D I A. X 3" BEAM PER PLAN 5. HOLDDOWN ANCHORS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE. .. �
<br /> � 2 7/8" FRE BENT ANCHOR BOLTS - SEE SHEARWALL 6. ANCHOR BOLT NUT SHALL BE FlNGER-T1GHT PLUS 1/3 - 1/2" TURN WITH HAND WRENCH. CARE SHALL BE TAKEN TO NOT OVER-TORQUE THE NUT. a a�
<br /> G- IMPACT WRENCHES SHALL NOT BE USED. � �
<br /> � PLYWOOD O.S.B. SHEAR PANELS SCHEDULE FOR SIZE, SPACING, 7, HDU HOLDDOWNS SHALL BE IN'STALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. �
<br /> _ � AND EMBEDMENT
<br /> 8. RE: NOTES SEC110N 06100 "ROUGH FRAMING" FOR THE RE(�11RED POST SPECIES AND GRADE. a �n
<br /> � 9. BUNDLED STUDS PER DETAIL 18/S1.2. � o
<br /> S�2 10. STRAP 11E HOLDOWNS. NAIL STRAPS FROM BOTTOM UP. INSTALL WITH STRAP MATE MNO WET STCKINGM.
<br /> J �
<br /> SCALE: 3/4" = 1'-0" " _ ' • TYPICAL DETAIL FOR SHEARWALL W/ 11• ANCHOR BOLT HOLDOWNS SHALL BE ASTM A307 OR A36 STEEL ANCHOR HEAD REQUIRES NUT/WASHER NUT PER 2/51.2. �¢-' o
<br /> SCALE: 3/8 1 -0 � z
<br /> ° � o
<br /> 6[� EXTERIOR HOLDOWN - ELEVATION 07 HOLDOWN AT EXTERIOR 8 FORCE TRANSFER AROUND WINDOW OPENINGS 10 > W �
<br /> ❑ ❑ HOLDOWN 8c FASTENER SCHEDULE �
<br /> _ � �
<br /> _.
<br /> �
<br /> SHEARWALL SHEARWALL Z z a Q
<br /> ADDED STUD FOR - ADDED STUD FOR - - RE: PLAN
<br /> RE: PLAN ,��,, N W � Q
<br /> HD TYPE HOLDOWNS HD TYPE HOLDOWNS STRAP TYPE
<br /> COUNTERSINK HOLDOWN PER PLAN HOLDOWN PER P LAN Q 5 a m �
<br /> ( ) (COUNTERSINK) HOLDOWN PER = � �
<br /> A B O Y E & B E L O W �F L O O R S A W C U T I N P L Y T O S�AP a � Z N
<br /> R E: P L A N O V E R w w � � �
<br /> � CL OF STUD � P L A N ACCEPT STRAP AT SHEATHING o � w w a
<br /> I N T E R I O R H O L D O W N N A I L I N G H O L D O W N N A I L I N G R E:-- c� o � a
<br /> B E A M P E R P L A N (3�>d �� �. -� - SCH DULE � `� Q, HOLDOWN SCHEDULE o z
<br /> FLOOR JOISTS/RIM (
<br /> PER PLAN � � z �r M N w
<br /> �� ��
<br /> �� ��
<br /> ��
<br /> _ �a'S S
<br /> II II � v� � cn
<br /> II II z -' z -'
<br /> w Q w ¢
<br /> II II � o C'� � o C�
<br /> I � � �
<br /> v7 �' . 1 va �' .
<br /> JOIST �� �'
<br /> PER PLAN Q BUNDLED STUDS ¢ C�
<br /> � » �np,� BLKG. � WALL LINE � ,( � BUNDLED 'STUDS �
<br /> PL. 5 X 5 X 3 8 �� W�, � SCH DULE�� r W�� ��RE: HOLDOWN �
<br /> SCHEDULE �
<br /> WOOD POSTS PER FASTENERS PER BEND STRAP UNDER STRAP
<br /> SCHEDULE 10/51.3-J�� SCHEDULE 10/51.3 JOIST/BEAM RE: PLAN OVER RE: HOLDOWN SCHEDULE SHEARWALL ��
<br /> SHEATHING FOR ADDITIONAL INFO. RE: PLAN �
<br /> SHEARWALL * PROVIDE 1 5/8" MIN. END NOTE:
<br /> SHEATHING NOT RE: HOLDOWN SCHEDULE �
<br /> RE: PLAN � PROVIDE 1 5/8' MIN. END SHOWN FOR DISTANCE FOR STRAPS FOR ADD�TIONAL INFO.
<br /> DISTANCE FOR STRAPS CLARITY - �
<br /> SCALE: 3/4" = 1'-0" SCALE: 3/4M = 1'-OM SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4' = 1'-0" �
<br /> 11 TYPICAL HOLDOWON FLOOR TO FLOOR 12 TYPICAL HOLDOWN TO BEAM 13 HOLDOWN DETAIL . 14 INTERIOR HOLDOWN 15 EXTERIOR HOLDOWN c�
<br /> ❑ ❑ 0
<br /> _ LSTA18 �
<br /> CS16 ��
<br /> MTS12 � }�
<br /> �
<br /> • � �
<br /> .
<br /> a � � �
<br /> , o � �
<br /> . � � �.,
<br /> HOLDOWN PER PLAN Q � � � �
<br /> MST60 AT INSIDE FACE OF STUDS �-- 0.131'� DIA. X 3'� LONG � ' Q�
<br /> SEE DETAILS 10 AND 14 THIS • � r�' �
<br /> SHEET � 6 O.C. STAGGERED v � O �
<br /> f
<br /> " �TP4 '• � c�.,�J1n/
<br /> � �
<br /> z (� �
<br /> - I ♦� N •�� �
<br /> � 1�
<br /> FINISH GRADE � ---- ��. SEE 5/S6.0 AND BEARING WA�I_ LTP4 � � �, �
<br /> �
<br /> ►
<br /> Stud to Band Joist � rO
<br /> � � ,,'�. . SCHEDULE NOTE #6. „ Simpson Strong-Tie � • � �
<br /> � CS16 -�
<br /> ------- -���-���=���-�� . . � � � F�
<br /> A35F �i � „
<br /> 'T=111=1����� � � O
<br /> �-�( �. �
<br /> g I III . �I. PEN STAGGERED two H2.5 O CC� b1�
<br /> x
<br /> `a � -�( A3 MTS 2 O � � � �
<br /> U � J .�� a � � T/1 W �
<br /> °O � Ll1
<br /> O
<br /> M q� O
<br /> ♦` .
<br /> r r =11=11=11=
<br /> �� �-��� ���
<br /> ��
<br /> $�,
<br /> , Simpson Strong-Tie \
<br /> 'I ��_4» '1 Stud to Band Joist
<br /> SCALE: 3/4" = 1'-0"
<br /> �� �" SCALE: NONE SCALE: 1"=1'-0" Ps418
<br /> 16 HOLDOWN AT EXTERIOR PONY WALL 17 NOT USED 18 TYPICAL MULTIPLE STUD ATTACHMENT � g NOT USED 20 TYP. HOLDOWN - STUD TO JOIST •
<br /> o a
<br />
|