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rn <br /> o � - y <br /> � � ADDITIONAL HOLDOWN : <br /> � 1 1/2"MAX.PER FLOOR FROM POST OR STUDSO <br /> PLUMB CENTER LINE BOTTOM ANCHOR BOLT <br /> � PLATE ---�� i 9"NOMINAL i LOCATION ZONE r <br /> � O SLACKJAC� <br /> w <br /> U DEVICE(OR O � C.a o <br /> � � � /� COUPLER) ' � � ' <br /> o ' FLOOR ABOVE � END OF � � <br /> Z SHEARWALL — <br /> � I _ °' u= <br /> � SQUASH BLOCKS 07 � � � ao <br /> v SQUASH BLOCKS TY .F�7 � J/ - � �' � + <br /> m 8112"MIN. � o � .L` <br /> � � N <br /> Z 10"MAX. �cn N E <br /> _ � � �, � <br /> � ��- REF.STUDS TYP. 16'TYP. � a� �, <br /> � � ADDITIONAL HOLDOWN - '� � � >�� ,� <br /> Q O �'--�--��-- PLUMB CENTER LWE POST OR STUDS� � � r,� <br /> a 2 SHEARWALL U Y � � <br /> SLACKJACK BLOCKING c� �n.,_. <br /> a DEVICE(OR O ANCHOR BOLT NOTES: � z N � � <br /> � � COUPLER) T O P P L A T E S END OF SHEARWALL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR � o � � <br /> Z , CO ORDINATION OF WALL T YPE AND FRAMING LA YOUT (n C O � � <br /> g BEFORE LOCATING ANCHOR BOLTS IN CONCRETE. � � �� � �� �� <br /> � FLOOR BELOW � _; � � � A����,�,� � <br /> Z. ALL DIMENSIONS ARE TYPICAL U.N.O. <br /> � � � SQUASH BLOCK NOTES: � �'��� �'�> ���"�<����� <br /> 3. ADDITIONAL COMPRESSION STUDS NOT SHOWN FOR ��� = � � <br /> ���� ���rt� �� � v'� <br /> 1. PROVIDE ENOUGH SOLID BLOCKING IN JO(ST ti � � � � �:�� <br /> SPACE TO MATCH WIDTH OF ALL COMPRESSION CLARITY . <br /> ��� � �. <br /> '���N `t�'i .� � "� `��� �S <br /> STUDS OR POSTS OF THE WALL BELOW. ����`���`������ ' ����"� � ' . <br /> 2. INSTALL WITH WOOD GRAIN IN VERTICAL <br /> �;;=e ��F ��x�.:,;�'��., ,�,�.�.���,f <br /> DIRECTION. p <br /> SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" � . '� p � <br /> 2l�, <br /> � ALLOWA�LE ROD 4FFSET 2 TYPICAL SQUASH �L�CK 3 TYPICALANCHOR �OLT L�CATION PLAN � �� s ��l`?�T� " ` <br /> � �� � <br /> � � � ��ti ��������� � � � <br /> � � �� : � � ^ • <br /> �, ' ���' y � <br /> 14 1/2"MAX.& SLACKJACK TM O . <br /> 8"MIN @ TM COLOR CODE&PAR7 N0. REFERENCE � �`� 5 , <br /> SLACKJACK DEVICE �� <br /> STD. FRAMING CAPTURE RING WNEL WASHE PART COMPENSATIO ROD �y��r r� ' <br /> END OF DEVICE COMPONENT � � COLOR COLOR N0. AMOUNT DIA. NOTE:(3)2X STUDS REQUIRED FOR EACH NOTE:(3)2X STUDS REQUIRED FOR EACH NOTE:(3)2X STUDS REQUIRED FOR EACH ��� �v"�L,�� a`� �, ���� <br /> SHEARWALL ' � � ' <br /> �{4� � PLATE 2O TOP NUT � GREEN PURPLE SJA 424 2 INCHES 1/2" HOLDOWN AT EACH FLOOR((2)2X ONE SIDE, HOLDOWN AT EACH FLOOR((2)2X ONE SIDE, HOLDOWN AT EACH FLOOR((2)2X ONE SIDE, j. <br /> �\`" GREEN BLACK SJA 425 2 INCHES 518" (1)2X OTHER SIDE).ADDITIONAL S7UDS (1)2X OTHEft SIDE).ADDITIONAL STUDS (1)2X OTHER SIDE).ADDITIONAL STUDS <br /> BRIDGE PER �5 � GREEN GRAY SJA426 2 INCHES 3/4" SHOWN IN HOLDOWN SCHEDULE. SHOWN IN HOLDOWN SCHEDULE. SHOWN IN HOLDOWN SCHEDULE. : �� <br /> `, HOLDOWN SHOPS SWIVEL WASHER <br /> `' DO NOT NAIL TO STUDS (SEE COLOR GREEN BLUE SJA 427 2 INCHES 7/8° <br /> "' CODE) GREEN YELLOW SJA 428 2 INCHES 1° N ' <br /> 16d @ 2x PEN <br /> GREEN WHITE SJA 429 2 INCHES 1 1/8" SPACING TYPICAL w <br /> FACE NAILING O9 � ANCHOR BOLT � � � , <br /> p GREEN GREEN SJA 4210 2 INCHES 1 1/4° LOCATION ANCHOR BOLT LOCATION N o <br /> z CAPTURE RWG GREEN RED SJA 4212 2 WCHES 1 1/2" PEN TYPICAL ANCHOR BOLT i � <br /> � BRIDGE TRIMMERS O3 (SEE COLOR RED PURPLE SJA 414 1 INCH 1/2° � PEN TYP, LOCATION PER PLANS o 0 <br /> � CODE) � `�'� RED BLACK SJA 415 1 INCH 5/8° �2)2X REQ. —� (1)2X REQ. � � PEN,TYPICAL . <br /> NAILING SCHEDULE 0 � � <br /> > TYPICAL O RED GRAY SJA 416 1 INCH 314° <br /> m 6 RED BLUE SJA 417 1 INCH 7/8" — — i � ii i i <br /> z ROD(R) RED YELLOW SJA41$ 1 INCH 1" 2X4 TYP. � <br /> � � RED WHITE SJA419 11NCH 11/8" ' <br /> � I � RED GREEN SJA 4110 1 INCH 1 1/4° ADD STUDS O 5„M� � 9"MqX. O O � ,i` <br /> 6 � O <br /> RED RED SJA4112 1 INCH 1 1/2" I 9"MAX. � PER SCHEDULE � I — ADD STUDS PER -I,�---,f- ADD STUDS � � • <br /> - �--� SCHEDULE F- � <br /> PER SCHEDULE > W <br /> TYPICAL 16"OC TYP. 16"OC TYP. 16"OC MAX. � � v � <br /> SLACKJACK Cb�OR KEY '� � O <br /> TYPICAL BRIDGE INSTALLATION PART N0. END OF WALLAT SIM. z � <br /> � <br /> PULL CLIP —� SJA 418 � � <br /> RED YELLOW O w <br /> BEARING PLATE U � <br /> END OF I 141/2"MAX.� CAPTURE RING � WASHER COLO � <br /> SHEARWALL STD.FRAMING TM SCALE: 3/4" = 1'-0" COLOR SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" z Q W <br /> DEVI�CECOMPON NTo 7� SLACKJACK COLOR CODE TABLE g� TYPICAL WALL DETAIL g� TYPICAL CORNER WALL D�TAIL � p TYPICAL WALL INTERSECTION DETAIL � <br /> .� <br /> PLATE 2O - --- - - �? � � o� <br /> r PROVIDE118���AP HOLDOWN LOADING AND POST SCHEDULE � � w �- � � � � <br /> � ABOVE BLOCKING r° � � M W N � � � � . <br /> � � 0 U o m <br /> Z FRAMWG LEVEL 5A 5B 4A 4B 3A 2A w � � <br /> 11' � REFER TO HOLDOWN SHOP DRAWINGS FOR TOTAL NUMBER OF TRIMMERS REQUIRED. *� -� � <br /> � � SQUASH BLOCKS OR O <br /> ADD'L.STUDS: p z Q c¢.) w o 0 o w � <br /> > ,� MIN.JOIST BLOCKING . <br /> i1! � W U Cn `1 cn o U d O <br /> Q AT 2X4 WALL (2)2x4 (2)2x4 <br /> � WALL TOP PLATES FACE NAILING O SLACKJACK 1 <br /> TYP. O AT 2X8 WALL (2)2X8 (2)2X8 <br /> DEVICE <br /> ASD LOAD(LB) 1600 1200 <br /> f�OD(R} PANEL NAILING NUT LEVEL 7 <br /> -�-� 3 (TYP.) ADD'L.STUDS: ' <br /> M�� JOIST BLOCK END OF—� � : <br /> SPACING SHEARWALL - � -- — �- — � — — � — AT 2X4 WALL (2)2x4 {2)2x4 (2)2x4 (2)2x4 - <br /> AT 2X8 WALL (2)2X8 (2)2X8 (2)2X8 (2)2X8 � <br /> TYPICAL SLACKJACK INSTALLATION � �' � � ASD LOAD(LB) 5900 4900 3300 2�00 � <br /> LEVEL 6 + <br /> REFERENCE STUDS ADD'L.STUDS: � <br /> � ROD R BEARING PLATE O ROD STUD(T P.)7 AT 2X4 WALL (3)2x4 (3)2x4 (2)2x4 (2)2x4 (2)2x4 � ' <br /> z � � W/TYP.ORIENTATION AT 2X8 WALL (2)2X8 (2)2X8 (2)2X8 (2)2X8 (2)2X8 0 <br /> � COUPLER <br /> N AB&ROD(R)FULLY ASD LOAD(LB) 12200 10500 7700 5500 1490 <br /> SEATED IN COUPLER AT CL — BRIDGE PER ADDITIONAL <br /> � HOLDOWN TRIMMER(TYP.� LEVEL 5 <br /> FOUNDATION. PLATE SHOP DRAWINGS D� � , <br /> NOT NAIL TO STUDS ADD'L.STUDS: : <br /> � . �- -a � ,. PT SLAB AT 2X4 WALL (6)2x4 (6)2x4 (2)2X4 (2}2X4 (2)2x4 (2)2x4 > L ' <br /> cn �°:°' . ' ;' . <br /> w . : � '�,-�r �°` . <br /> � � �: ;;;° . _.Q,. 'a- ANCHOR BOLT AS AT 2X8 WALL (2)2X8 (2)2X8 (2)2X8 (2)2X8 (2)2X8 (2)2X8 <br /> > � ` - ,�- -;,; ' a ° _ _� SPECIFIED PER ASD LOAD(LB) <br /> ` "°' ' . ;�'a- '�<� -�" .� SCHEDULE 19900 17200 13200 9700 4000 2950 <br /> - - - ��; -' =� . "a-, SCALE: 3/4" = 1'-0" LEVEL 4 <br /> ; _. -. _ �� ; � . _ ��CHUBBYSMACK�� � � �RIDGE TRIMMER NAILIN� DETAIL <br /> ANCHOR&BASE ❑ ADD'L. STUDS: � <br /> � OPTIONAL - —--- AT 2X4 WALL (8)2x4 (8)2x4 (4)2X4 (4)2X4 (2)2x4 (2)2x4 � . <br /> T- NAILS(TYP.) AT 2X8 WALL (3)2X8 (3)2X8 (2)2X8 (2)2X8 (2)2X8 (2)2X8 <br /> ASD LOAD(LB) 2g100 24600 19300 14400 6880 5640 <br /> TYPICAL ANCHOR �OLT LEVEL 3 _ <br /> � : . <br /> .L. <br /> HOLDOWN DETAIL NOTES Roo S�ZE MIN.HOLE SIZE MAX.HOLE SIZE ANCHOR BOLT 1 1/4"DIA. 1 1/8"DIA. 1"DIA. 7/8"DIA. 3/4"DIA. 5l8"DIA. • , <br /> C1� <br /> 1O. THE SLACKJACK IS A FACTORY ASSEMBLED,PRELOADED COMPRESSION CONTROLLED 1/2°DIA. 1"DIA. 1 1/8"o�A. H o id own N otes � � � <br /> SHRINKAGE COMPENSATION DEVICE REFERENCE ICC ESR-2848.SEE DETAIL 7 THIS SHEET FOR <br /> � COMPONENTS. 5/8"DIA. 1"DIA. 1 1/8"DIA. 1. HOLDOWNS SHALL BE THE EARTHBOUND HOLDOWN SYSTEM BY EARTHBOUND Q� ` <br /> � CORPORATION.SHOP DRAWINGS BEARING THE SEAI.AND SIGNATURE OFA WASHINGTON Holdown Legend � <br /> � �2. ALL BEARING PLATES SHALL HAVE FULL BEARING CONTACT AREA ON WOOD MEMBERS. 3/4"DIA. 1"DIA. 1 1/8"DIA. STATE PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR REVIEW. <br /> � 2. HOLDOWN SYSTEM DESIGNER TO DETERMINE NUMBER OF SHRINKAGE DEVICES PER -d�-� ' <br /> z 7/8°DIA. 1 1/8"DIA. 1 1/4"DIA. HOLDOWN RUN. � � ' <br /> �3. BRIDGE SUPPORT STUDS AT THIS LEVEL SHALL BE SYMMETRICALLY PLACED AS SHOWN ON 3. HOLDOWN DESIGN LOADS(ALLOWABLE)ARE AS INDICATED ABOVE IN POUNDS TENSION. ° HOLDOWN DEVICE � � N <br /> � THE SHOP DRAWINGS. 1"DIA. 1 1/4"DIA. 1 3/8"DIA. 4. A N C H O R B O L T S H A L L B E"C H U B B Y S M A C K"A N C H O R S B Y E A R T H B O U N D I N C.A N C H O R S A R E T O � P L A T E �, �' � <br /> ACHIEVE LOADS INDICATED. � 4� � <br /> � �4. TYPICAL COMPRESSION BRIDGE ACROSS COLLECTOR STUDS. 1 1/8"DIA. 1 3/8"DIA. 1 1/2"DIA. � <br /> � 5. DOUBLE STUDS AT END AND A SINGLE STUD 16°FROM END ARE ASSUMED.SEE DETAIL 4X6 BRIDGE �+ �_ <br /> � O5. COMPRESSION BRIDGE MEMBER SHALL BE DOUG-FIR,CONSTRUCTION GRADE WITH MINIMUM 1 1/4"DIA. 1 1/2"DIA. 1 5/8"DIA. 3IS1.30. HOLDOWN ROD Q� � �' - ' <br /> 800 PSI ALLOWABLE BENDING STRESS.TIMBERSTRAND 1.5 LSL BEAM SUBSTITUTION IS 6. NUMBER OF STUDS INDICATED ARE FOR COMPRESSION AND SHALL BE IN ADDITION TO THOSE � � � " , <br /> � ALLOWED. INDICATED IN NOTE 5.THIS IS TOTAL STUDS ON BOTH SIDES OF THE STEEL ROD-(2)STUDS � COUPLER � <br /> ,; NOTE: MIN.-(1)MIN. EACH SIDE.STUD SPECIES AND GRADE TO MATCH SHEARWALL. � � <br /> � O 6. A L L C O L L E C T O R S T U D M E M B E R S S H A L L B E N A I L E D A S P E R S H E A R W A L L E D G E N A I L I N G D O N O T U S E S I L I C O N O R C A U L K I N G I N H O L E S F O R H O L D O W N R O D S. 7. D O N OT N O T C H O R B OR E H OLES TH ROUGH STUDS E ITHER SIDE OF ROD H OLDOWN WITHO UT � � JOIST BLOCKING �`' ,� � <br /> � S C H E D U L E I N T H E D R A W I N G S. T H I S APP L I E S T O H O L E S T HR O U G H T O P/B O T T O M P L A T E S A N D P R I O R A P P R O V A L F R O M T H E S T R U C T U R A L E N G I N E E R. � N U T l W A S H E R � � - <br /> `6 B R I D G E 8. SEE DETAIL 17 THIS SHEET FOR ROD HOLE SIZE THROUGH TOP AND BOTTOM PLATES. � N 7 <br /> � � SQUASH BLOCKS SHALL BE INSTALLED WITH WOOD GRAIN IN VERTICAL DIRECTION.SEE 9. SEE DETAIL 1 THIS SHEET FOR MAXIMUM HOLDOWN ROD OFFSET. 4 PLATE/NUT �- <br /> � DETAIL 2 THIS SHEET. 10. S E E D E T A I L 3 T H I S S H E E T F O R T Y P I C A L H O L D O W N A N C H O R S O L T L O C A T I O N A T E N D O F �I �I <br /> N O _ SHEARWALL <br /> � <br /> � o �9. FACE NAILING:BRIDGE SUPPORT STUDS SHALL HAVE SUPPLEMENTAL(2) 10D @ 4"O.C. FACE <br /> � o NAILING IN ADDITION TO THE NAILING REQUIREMENTS OF THE SHEARWALL SCHEDULE.SEE <br /> � � DETAIL 11 THIS SHEET. <br /> � _ <br /> � � SCALE: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" SCALE: 3/4" = 1'-0" �� <br /> N? � TYPICAL HOLDOWN DETAILS (EARTH�OUND� � 7 ROD HOLE SCI�EDULE 1 g HOLDOWN SCHEDULE ° : <br /> r � <br /> c� U • <br />