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<br /> SHEAR �IALL C41�PRESS�ON STUD SCHEDULE HOLDOWN SYSTENi KEY AN�HOR �OLT HOLD DOWN SCHEDULE � STUD WALL PER PLAN
<br /> KEY SNEAR-WALL BOUNDARY STUDS TOTAL DESIGN LENGTH = 9 FT �E�: I ANCHOR BOLT t ALLOW.ABLE � HOLDOWN PLATE SIZE �
<br /> MARK �OMPRESSION STllD PLAN VIEW QTY STI�DS CAPACIT`Y, KIPS REMARKS MAiRI� ROOF LEVEL 5 LEVEL 4 LEVEL 3 LEVEL 2 MARK
<br /> QIAMETER (IN) TYPE TENSION, (KIPS)THICKNESS (IN) IMDTH, SQ (IN COUPLER PER HOLDOWN
<br /> A �____�_.��-_-� 3 2x4 7�5 -�='�
<br /> # # # # 500# SUPPLiER , �,. �
<br /> 2,000 5,000 8,000 12,000 16,
<br /> 0 A OR HD8 HD5 0.625 A-36 5.9 0.50 3.00
<br /> B � _ 4 2x4 10.0 � � ( ) (S) (A) OR (S) (B) OR (S) (C) OR (S) (E) OR (T) i E � �''
<br /> � HD6 0.750 A-36 $.4 0.75 3.00 � � �
<br /> C � 5 2x4 12.5 3,500# 8,000# 14,500# 22,000# 30,000# �'' �
<br /> D � 6 2x4 15.0 0 (A) OR �S) (B) OR (S) (�) OR (S) �G) OR (U) (K) OR (V) HD8H HD7 � 0.875 ! A-36 I 11.5 0.75 3.00 HOLDOWN ANCHOR BOLT
<br /> � � PER SCHEDULE � � . '
<br /> _�}' _�,�
<br /> � � 000 25,000 34,000 HD& 1.000 A-36 15.0 0.75 4.00 � �,
<br /> E ��-�� 7 2x4 17.5 � 3,500# 10,000# 17, # # # HD8H . -
<br /> � .,,,
<br /> F � � 8 2x4 20,0 � (A) O R (S) (B) O R (S) (E) O R (T) (H) O R (U) (M) O R (W) H D 7 H 0.8 75 A-449 2 3.8 1.0 0 4.5 0 �� `�
<br /> ��� .. .. �.,�
<br /> G _ � .�. .���� 9 �2x4 22.5 V µµ_ HD8H 1.00 A-449 3L1 1.125 5.00 ��'���'��-'���`���� `
<br /> 3,500# 10,000# 17,000# 3i,000# 44,000#
<br /> H � 10 2x4 25.0 � (A) OR (S) (B) OR (S) (E) OR (T) (L) OR (V) (N) OR Y) HD10H -
<br /> HD10H L25 A-449 42.6 1.125 5.00 #4x3'-0"
<br /> ,f • �� 11 2x4 27.5 - : S
<br /> �
<br /> K � �� 2x4 30.0 � -r- � �"---�
<br /> � � � ` 2a_��,
<br /> _ _ �� � �
<br /> L � t2 � 2x4 32.3 � GRADE. DF L �1 � NOTES:_ �
<br /> 3x C
<br /> M �'�� � 13 2x4 35.0 GRADE: DF-L 1 1. NOT USED � PERWSCHEDULE � � � HAIRPIN
<br /> # 2. STANDARD STRENGTH ROD / ASTM A36: F u = 58,000 PSI. � �
<br /> "'N � 14 2x4 42.9 �R�����IRAL CT 3. HIGH STRENGTH ROD ,� ASI� A449: F'u = 120,000 PSI. ' '
<br /> PT SLAB PER PLAN
<br /> -� � + 4. PLATE STEEL SHAE.L BE ASTM A36: Fy = 36,000 PSI, F'u = 58,000 PSI. � '�_--�--
<br /> I
<br /> I � I � I �
<br /> � � � I � � _
<br /> S I ����� 3 2x6 15.5 � �
<br /> T I _ � 4 � 2x6 20.6 � - .
<br /> V
<br /> _ � � � � 5 2x6 �6.o ANCHOR �OLT HOLD DOVUN SCHEDULE No scA� � ANCHOR DETAIL NO SCALE � E
<br /> �
<br /> .. � �-�-�-._.___-_�. 6 2x6 31.2
<br /> . �
<br /> W � ������LL����-� 7 2x6 36.4
<br /> � �_�._�_..__....�- � 8 2x6 41.6 �
<br /> Y 9 2x6 46.8 ,NOTES:_ �
<br /> 1. ___ ,# INDICATES HOLDOWN Al10WABLE STRESS DESIGN LOADS FOR HOLDOV►M �
<br /> � Z � � � 10 ` 2x6 � 52.0 ( � SUPPL.IER DESIGN PER R/S5.06.
<br /> � 2. X INDICATES COMPRESSION STUDS PER SCHEDULE F S5.06.
<br /> � ) �
<br /> 10" TYP ALL WALLS UNO (12n AT MARK K, L, M 8� N) 3. HDX INDICATES HOLDOWN PER SCHEDULE C/S5.06. � � �
<br /> CL HOLDOWN ROD � �
<br /> � �
<br /> 4, SEE V/S5.06 FOR TYPICAL HOLD DOWN DETAIL. � �' ' ■ �
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<br /> 1. VI�IERE WOOD COLUMNS ARE SHOWN ON THE PLAN DRAWINGS AT THE ENDS OF SHEAR WALLS � � d .o � �
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<br /> P R Ov 1 Dt �ft L A R�t R ivtl M Bt� Or SiuuS S H O'WIV i N T Ht C O�.(1 M N SC Ht DiiLt O R C O M P Rt551 0iv m � �� � � .�-+�
<br /> STUD SCHEDULE. �
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<br /> USI� UJ � � N
<br /> 2. CAPACITIES ASSUME DOUG F!R-LARCH STUD GRADE LUMBER, WEAK-AXIS LATERAL SUPPORT,
<br /> AND SHORT TERM ILOADING OF 1.33, UNO.
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<br /> a � SHEAR WALL COMPRESSION STUD SCHEDULE NO SCALE � HOLDOWN SYSTEM KEY N A K W � ��
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<br /> ROOF LEVEL� o �Q
<br /> EL PER PLAN
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<br /> � SHRINKAGE COMPENSATION DEVICE
<br /> PLATE
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<br /> ���`IOt�AL ���'l
<br /> LEVEL 5
<br /> Ufi-21-13
<br /> �EL PER PLAN COUPLER
<br /> � Revisions f
<br /> +!
<br /> f
<br /> PRE-PERMIT R�VIEW �
<br /> R OD 05/22/2013 4
<br /> --- COUPLER PERMIT SiJ�MITTAL
<br /> IMPASSE DEVICE
<br /> asl�srao��
<br /> LEVEL 4 � � PLATE PE�MIT REPONSE
<br /> EL PER PLAN� I
<br /> 09/1112t113
<br /> JOIST BLKG (TYP) �
<br /> :
<br /> V f S5.06
<br /> c� ROD
<br /> �
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<br /> a
<br /> �
<br /> � COUPLER
<br /> �
<br /> � �LEVEL 3
<br /> � EL PER PLAN
<br /> � � NO SCALE 1�6 �
<br /> �
<br /> �
<br /> � ROD
<br /> a
<br /> � `� COUPLER
<br /> PAGODA VILLAGE
<br /> `" EVERETT
<br /> `�i IMPASSE DEVICE
<br /> �
<br /> . � �EVEL 2 �-- PLATE
<br /> EL PER PLAN
<br /> COMPRESSION STUDS PER GRAND & WALL STREET
<br /> � COLI..�CTOR C�R ��rif �. 10fl� FACE ON COMPRESSION FACE ON COMPRESSION PLAN AND SCHEDULE EVERETT, WA
<br /> � ANCHOR BOLT - .,r,_ _ ROD BY THE
<br /> COMPRESSION STUDS, LOCATION ZONE STUD(S) STUD(S)
<br /> IMPASSE DEVICE BY TI-IE HOLD-DOWN SUPPLIER
<br /> ; V/S5.06 SEE NOiE 2 CTYP) �T�� EXTENT OF HOLD-DOWN SUPPLIER �
<br /> -� �OIST BLKG _ SILL PLATE AND AB S COUPLER BY THE
<br /> � �Q� ri �� PLATE BY THE HOLD-DOWN SUPPUER PER SHEAR WALL � HOLD-DOWni SUPPLIER
<br /> �- COUPLER `�"""�'��' MIN N SCHEDULE
<br /> ,�.. --- .,.. • - �
<br /> - - HOLD D W�I
<br /> � �EVE� � . � R � ; � " � SCHEDULES AND
<br /> ,- COMPRESSION STUDS � COMPRESSION BRIDGE, � IMPASS DEVICE
<br /> Q EL PER PLA ���`°�- � �'��'�- AN H BO � - � � BY THE HOLD DOWN SUPPLIER�
<br /> C OR LT BY �-IE HOLD--DOWN SUPP�IER
<br /> � - � � PER PLAN AND SCHED -�, DO NOT NAIL TO S�11JDS „ DETAILS
<br /> � „ T SLAB
<br /> � AND PLATE PER r = IMPASS� DEVICE BY � �
<br /> ° I I PLAN AND 'SCHED 10"f `� � FACE NAILlNG BY THE
<br /> ;i �"`J _ � i � ANCHOR BOLT PER PLAN AND
<br /> � THE HOLD-DOWN SUPPUER HOLD DOWN SUPPLIER
<br /> �, _ NOTES:_ cL. - PLATE BY THE HOLD-DOWN
<br /> � � � ANCHOR BOLT HOLDOWN SCHED
<br /> �, Q 1. THE HOL'DOWN SYSTEM SHALL BE DESIGNED IFOR THE NET UPLIFT FORCES � SUPPLIER COMPRESSION STUDS oo ' ; ,
<br /> PER PLAN AND SCHED � � �,�- PLA� PER ANCHOR BOLT
<br /> � o SHOWN ON G/S5.06. oo � i E , 4" MAX, VERIFY 'W/ ' -� � ` HOLDOV►M SCHEDULE
<br /> � � 2. COLLECTOR STUDS SHALL BE DESIGNED BY THE HOLD-DOWN SUPPUER ENQ OF PROVIDE GAP � �"� T SHEATHING _ � HOLDOWN SUPPLIER i i j
<br /> � � COMPRESSION STUDS ARE DESIGNED BY KPFF AND SHOWN IN THE SCHEDULE ON STf�AIGHT WALL WALL �NTERSECTION GORNER ��lST�LLAT90N ABOVE BLOCKING , , i� , � �� � , EL PER PLAN � " B CONC
<br /> � � F/S5.06 AND ON THE PLANS. CONTRACTOR SHALL INSTAII THE LARGER NUMBER � � � � „ , , „ � , EN PER SHEAR WALL SCHEDULE
<br /> �' � OF STUDS REQUIRED BY DESIGN. � � � ` 6x BLOCKING EA SIDE OF ROD 10'" MAX
<br /> � � CHANNEL , ' ' , -ANCHOR S7AND
<br /> � _ 3. THE HOLD-DOWN SUPPLIER SHALL SUBMIT DESIGN CALCULATIONS SHOP DRAWINGS N� `��- BTWN BLOCKING � �� �� � � �� ��� � � JOIST BLOCKING EA FACE UNO
<br /> � � 1. TYPICAL UNLESS NOTEQ OTHERIMSE. SEE F/S5.06. DISCONTINUOUS AT JOIST ROD AND COUPLER BY THE (4) #5x3'-0" EA WAY Date: 06/2112013
<br /> .� � AND CERTIFIED MILL TEST REPORTS FOR ALL COMPONENTS TO THE STRUCTURAL ENG�NEER �p���p�S - HOLD-DOWN SUPPLIER CONFINEMENT REINF OPTIONAL NAILS (TYP)
<br /> PRIOR TO FABRICATION. CALCULATIONS AND SHOP DRAWINGS BY THE HOLD-DOWN SUPPLIER PLUG HOLES IN .tob No: �13041
<br /> Q m SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON ST REGI R D 2. VERIFY LOCAIlON OF BOLTS 1MTH REQUIREMENTS E;
<br /> � � ATE STE E FROM HOLD-DOWN SUPPUER. PLATES W/ (2) 2x PLATES SLAB FORM OR
<br /> � a- STRUCTURAL ENGINEER V�-!0 IS RESPONSIBLE FOR THE DESIGN. FLEXIBLE CAULKING t � T/SHEATHING NO�ES:_ _ BOT OF FOOTING
<br /> � � 4• ALL FAS�ENERS AND HARDWARE IN CONTACT IMTH PRESSURE-TREATED OR 3. CONTRACTOR SHALL BE RESPONSIBLE �OR ROD BY HOLD-DOWN SUPPL(ER EL PER PLAN 1. BASED ON SEISMIC HOLDOWN SYSTEMS Drav�ing Na:
<br /> �-- � FIRE-TREATED WOOD SHALL BE GALVANIZED OR STAINLESS STEEL.. COORDINATION OF WALL TYPE AND FRAMING LAYOUT MAWTAIN 1/16" MIN GAP TYPICAL OF THIS BUILDING TYPE.
<br /> o � BEFORE LOCATING ANCHOR BOLTS IN CONCRETE. ���'� BTWN ROD AND TREATED
<br /> , � � PLATES �
<br /> �. �
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<br /> � X TYP EARTH�OUND SEISMIC HOLD DOINN S`fSTEM DETAILS AND NOTES�o scA�E F� TYPICAL HOLD DOWN LOCATIO�lS - PLAN NO SCALE S TYPICAL IMPASSE DEVICE DETAIL NO SCALE T TYPICAL RIDGE DETAIL NO SCAIF l,J TYPICAL HOLD DOW�! DETAIL NO SCALE V
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