|
1 2 3 4 5
<br /> CL COLUMN, fc =4,000 psi
<br /> FOOTING fy= 60,000 psi
<br /> I SIZE Ld Ldt Lb Lbt Ldh
<br /> � COLD-FORMED STEEL __ ���- _ #� 19 (28) 25 (37) 25 (37) 32 (48) 9
<br /> SHEAR WALL PER PLAN
<br /> #5 24 (36) 31 (46) 31 (46) 40 (60) 12
<br /> SEE 4/S8.04 FOR
<br /> (2) #4 CONT --� ,n - � BOTTOM TRACK #6 28 (43) 37 (55) 37 (55) 48 (72) 14 . ♦
<br /> \� J
<br /> � I I / ANCHORAGE I Q #7 42 (62} 54 (81) 54 (81) 70 (105) 17
<br /> `�� I I ; ISOLATION JOINT, SEE TYP I� p w #8 47 (71) 62 (92) 62 (92) 80 (120) 19 � . . �
<br /> � I I / -- JOINT FILLER STRIP AT
<br /> � � � / � SLAB/WALL INTERFACE, TYP ISOLATION JOINT DETAIL !, � �w #9 54 (80) 70 (104) 70 (104) 90 (136) 21
<br /> CONC STEM WALL TO �\ � O I �� � AT STEEL COLUMN --�\ � �--- SEE 11 8� 12/S5.01 FOR � �.
<br /> �. ` ; Z g #10 60 (90) 78 (117 78 117 102 153) 24
<br /> MATCH STUD WALL � � � � / , - REMOVE & REPLACE
<br /> BASE PLATE AND Y � � � (
<br /> THICKNESS -� �� � � ' , �' SLAB ON GRADE, TYP � � �� ANCHOR BOLTS � � #11 67 (100) 87 {130) 87 (130) 113 (170) 27 � • . ' • - '� '. "
<br /> � . . .. . �
<br /> � I ,� , T/SLAB �� � T/SLAB z m
<br /> \
<br /> -- - -�- - --- -- p � NOTES:
<br /> �s
<br /> � `,'� � Z a 1. USE THE LENGTHS IN THIS SCHEDULE, UNLESS
<br /> NOTED OTHERWISE.
<br /> , � _--- _--- _ ___----- __--- ---�� .
<br /> - •
<br /> ___-------- #4 ��_ @ 1'-2" OC, ALT - ` �'� '" I' " , ------� --- � 2. USE LENGTH IN ( )WHEN BAR COVER IS db OR
<br /> - ALT #4 DOWELS - ,_ � _�- " � HOOKS CENTERED IN ! I � ° LESS OR BAR CLEAR SPACING IS 2db OR LESS. _
<br /> 1 MAX �
<br /> -� _ , STEM WALL �`� _ ', 3. A TOP BAR IS A HORIZONTAL BAR W ITH MORE
<br /> \�., a ,; � � ,, THAN 12 OF FRESH CONCRETE CAST BELOW IT.
<br /> �j/ p ! � � : ABBREVIATIONS 1601 Fifth Avenue,Suite 1600
<br /> � i B�F T C 7 i �� n n n h n n ___� � S e a t t l e,W A 9 8 1 0 1
<br /> -- -- ---___---
<br /> ,���, -- � � ��-�� ,'� � , - � B/FTG db = BAR DIAMETER 206.622.5s22
<br /> �
<br /> /���� � - - - --
<br /> ` Ld = TENSION DEVELOPMENT LENGTH kpff.com
<br /> ��
<br /> �� _ SIZE '� NOTES: �'I��� � Ldt = TENSION DEVELOPMENT LENGTH FOR A TOP BAR
<br /> � 1. SEE FTG SCHEDULE i SEE PLAN AND FTG SCHED
<br /> FOR SIZE, DEPTH, 3" CLR FOR SIZE, DEPTH AND REINF I Lb = CLASS B LAP SPLICE LENGTH, 1.3 Ld
<br /> ��`-� Lbt = CLASS B LAP SPLICE LENGTH FOR A TOP BAR, 1.3 Ldt
<br /> AND REINF. '! SIZE ' Ldh= TENSION DEVELOPMENT LENGTH FOR A STANDARD HOOK
<br /> ,� -- -- z . � . .
<br /> TYPICAL CONTINUOUS FOOTING TYPICAL INTERIOR STEEL DEVELOPMENT AND SPLICE o� P . 8L
<br /> AT INTERIOR SHEAR WALL COLUMN FO�TING DETAIL LENGTH SCHEDULE ABBREVIATIONS ����°� �AS�J�G�o�
<br /> � q. _ � �
<br /> 2 3/4" = 1'-0" � 3/4" = 1'-0" 12" = 1'-0��
<br /> ��p�, 0036475 �tia`��'��,�'�
<br /> � TURAL E�� 1� '
<br /> �SI�NAL ��� �,G� �'�
<br /> 0�
<br /> , u'�, . . • � � •
<br /> C�
<br /> � ����
<br /> ' Warehouse
<br /> CONTINUOUS FOOTING SCHEDULE
<br /> FOOTING SCHEDULE ISOLATION JOINT � .
<br /> W/JOINTFILLER � BASEPLATE Bathroom Expansion
<br /> DIMENSIONS � BELOW
<br /> DIMENSIONS STRIP ________ _-_-__� /
<br /> TYPE MARK WIDTH DEPT
<br /> H REINFORCING TYPE COMMENTS TYPE MARK LENGTH WIDTH DEPTH REINFORCING TYPE COMMENTS / STEEL FOR
<br /> (3) #4 BOT CONT LONGIT - F3 3'-0" 3'-0" 10° (4)#4 BOT EW / COLUMN
<br /> FW1.5 18" 10" #4 @ 12" OC BOT TRANS
<br /> F5 5'-0" 5'-0" 12" (5)#5 BOT EW - p Q n
<br /> FW2.5 30" �2° (3)#4 BOT CONT LONGIT - TG�C�UG/ BOGII ICa --
<br /> #4 @ 12 OC BOT TRANS F6x4 6'-0" 4'-0" 15" (7)#5 TOP & BOT EW SEE 4/S4.02 FOR
<br /> MORE INFORMATION
<br /> NOTES: F7x3 7'-0" 3'-0" 12" (7)#5 BOT EW �--- CONCRETE
<br /> 1. SEE 2/S4.01 FOR TYPICAL FOOTING DETAIL. FILL W/ CONCRETE '' SLAB-ON-GRADE AT
<br /> AFTER ALL FLOOR �
<br /> AND ROOF SLABS 6�00 - 23rd Drive West
<br /> /
<br /> POURED ---- � �____,__— CONTROL JOINT OR
<br /> , CONSTRUCTION JOINT, Everett, Wa 98206
<br /> NOTES: !, SEE TYP SLAB-ON-GRADE
<br /> 1. SEE 3IS4.01 FOR TYPICAL FOOTING DETAIL. CONTROL AND
<br /> , CONSTRUCTION JOINT
<br /> ' °ETA'�S PERMIT SET
<br /> 08/21/2017 B
<br /> B
<br /> This drawing is:
<br /> TY P I CAL I S�LAT I O N J 0 I N T 1. Copyright 2017 Dykeman, �n�.
<br /> 2. The Architect's Instrument of Professional Service.
<br /> 3. For use on this project only. Obtain ArchitecYs
<br /> C O N T I N U O U S F O OT I N G S C H E D U L E F O OT I N G S C H E D U L E Q D ETA I L AT ST E E L C O L U M N written permission for any other use or reproduction.
<br /> 6 12" = 1'-0" � 12" = 1'-0" V . . � _ .
<br /> 3/4" = 1'-0" �
<br /> 2017-013
<br /> .
<br /> MARK DATE DESCRIPTION
<br /> � �
<br /> PRINCIPAL IN CHARGE:� -
<br /> PROJECT MANAGER: � -
<br /> PROJECT ARCHITECT: � -
<br /> JOB CAPTAIN: � -
<br /> A
<br /> A � �
<br /> TYPICAL CONCRETE
<br /> D ETAI LS
<br /> � .
<br /> I
<br /> NOT FOR CONSTRUCTION
<br /> � 2 3 4 5
<br />
|