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<br /> o __, ,_ JOHNSON BRAUNDINc.
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<br /> LUMN SECOND POUR FIRST POUR Suite 300
<br /> SCE L d'Y THICKNESS e Seattle, WA 98188
<br /> Phone 206.766.8300
<br /> 11 a �'I HSS bx6 1b" 1" 1/2,, www.johnsonbraund.com
<br /> SLAB-ON-GRADE SUR E "KEYED K®LD" SLAB-ON-GRADE 1/5" x 1%" PREMOLDED A +� I T T uRE
<br /> e PER PLAN DINT m STOPREINFORCING PER PLAN CONT. MASTIC JOINT I N T E: R I O R DESIGN
<br /> TYP. 1" CLEAR OF JOINT EACH STRIP. (JOINT MAY BE Greg L.Allwine,AlA
<br /> SIDE SAYV-GUT AT
<br /> Jeffrey A.Williams,AIA
<br /> TYPE II CONTRACTOR'S OPTION)
<br /> Li
<br /> o° ao ° 0�°O o00�°oo � PORTER
<br /> COLUMN PER PLAN
<br /> ® o o°offOo 0° 00 o � � o0 I I � 111
<br /> T.O. CONCRETE WALL 801 SECOND AVI NUE,QUITE�00
<br /> I I � � � \ PLASTIC VAPOR BARRIER CUT ALTERNATEN PLASTIC VAPOR BARRIER s�A-E�rl.� wA 98104
<br /> OR FOOTING' PER PLAN kn ® AND COMPACTED WIRES AT JOINT AND COMPACTED '
<br /> ml Y GRANULAR FILL PER PLAN GRANULAR FILL PER PLAN I0. S0�i ��®®46o
<br /> (4)3/"� ANCHOR BOLTS .. . .�._�.�� �: ®�i3����b�
<br /> (CONFIGURATION VARIES) q" BOLT EMBED CONS t'CT/ON JOINT CONTROL JOINS A CONSULTING
<br /> STRUCTUIL
<br /> DOUBLE NUT OR HEADED 3210 J001 ENGINEERING CORPOL AND RATION
<br /> 1 ANCHOR BOLT
<br /> .7:-P.,:,:_4*- ift -.4/1',:i. c:?; to';
<br /> ." f „,14,,;, yi.:
<br /> 51-0" MIN.
<br /> fim
<br /> #4 x `� @ 1 oc CONCRETE WALL: . . pow
<br /> �® ��
<br /> (1)#5 DIAGONAL .. > Oq/� /1�
<br /> _ Is ,,,
<br /> (1)#4 EA. NOSE SEE ARGI�'L FOR ADDL.
<br /> ` LOCATIONS OF
<br /> ®4, DEPRESSED SLABS , '
<br /> • . . SLAB-ON-GRADE DEPTH OF DEPRESSION5 mamma __....__
<br /> PER PLAN PER ARGH'L -
<br /> #4 1 "®o E.W.
<br /> i NORMAL FOOTING
<br /> 1.5 t MAX. REINFORCING
<br /> . I
<br /> �� � ������ _-_, _ _ ._—__.____._r ___ ..
<br /> •7.
<br /> to
<br /> ` ,. %• 1000Orio
<br /> 111-1�1—III
<br /> __ I = - = ADDL. BARS TO
<br /> S°�i'►�°o�cQ°O�o°�o°O O�Oo` O°O°
<br /> NOTE: i =, 1,-__,,,,.,11 I I,I I MATCH NORMAL
<br /> CONFIGURATION OF !• REI �ORCING
<br /> STAIR (INCLUDING TREAD N •
<br /> (2)#4 5OTTOM - 1-0
<br /> AND RISER DIMENSIONS) MIN. E =m_ni_ili=
<br /> PER ARCH'LL = = = LINE OF EXCAVATION
<br /> 6" MIN.
<br /> NORMAL FOOTING
<br /> 3006 3005 REINFORCING 3012 c
<br /> ' "
<br /> 1
<br /> STEM REINFORCING FOOTING REINFORCING / PAVING PER CIVIL w
<br /> H 51 is 52 tf VERT. HORIZ. TOP LONGIT.
<br /> � ISSUE DATE: Issue Date
<br /> o 'ti_ , .`.,<4., a. � . uY `o0 0
<br /> UP TO 5'
<br /> 1t0II II I-0II 12" #4 @ lb"
<br /> #4 @ 12" #5 c 12" (4)#5 �
<br /> ,•Ve CONCRETE ;'a S ,�, CORNER BARS TO CORNER BARS -O MATCH
<br /> S' 1'-6" 5" 2'-5" 12" #4 © 15" #4 @ 12" #5 ® 12" (5)#5 PROVIDE FREE-DRAINING WALL MATCH I=®RIB. REINF. CROSS WALL HORIZ. REINF.
<br /> . MATERIAL AS REC D. BY (ALT. HOOKS)
<br /> GEOTECHNICAL ENGR. ° <
<br /> 1' 11m6, 5"
<br /> 6 12" #4 ® 12" #4 ® 12" #5 ® 12" (6)#5 o
<br /> ., PER GENERAL =11-11 =�T 's C _- - _ -
<br /> SI 2 2 5" 4 2 12" #5 ® 15" #4 ® 12" #5 ® 12" (1)#5 _---
<br /> STRUCTURAL NOTES �� LI® 1-
<br /> ,, 0 \
<br /> CONT. 1%11x31/2' KEYED JOINT � 0_:
<br /> q' 2'®6�� 5,� 4'-10" 12" #5 ® 12" #4 ® 12" #5 @ 12" (S)#5 / `
<br /> .
<br /> _�-_� _ .
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<br /> '' I I I Ld I I �11= a - — . EL � ADDITIONAL GROSS
<br /> II II��II LONGIT. REINF. ,_
<br /> PIPE SLEEVES AS �? VERT. BARS WALL
<br /> A PER SCHEDULE e
<br /> EXCAVATION NOT _
<br /> . ----� I�EQD. - ADJACEN0T iv w x �
<br /> NOTE : _..,- ��___'
<br /> — AL LOWED BELOW PENETRATIONS SHALL
<br /> THIS LINE BE SPACED A MIN.
<br /> MAXIMUM HORIZ. DESIGN PRESSURE . 35 PCF ®�-___.----_ ___-- . -. -�' � r
<br /> MINIMUM ALLOWABLE SEARING o 2500 PSF 11 OF (4) DIAMETERS ON
<br /> COEFFICIENT OF FRICTION . 0.40 (INCLUDING FACTOR OF SAFETY) 51 ts B2 1'-6" MIN. CENTER UNLESS OTHER 2'-0" MIN,
<br /> PASSIVE RESISTANCE . 350 PCF / WISE APPROVED BY THE .51N6LE CURTAIN
<br /> STRUCTURAL ENGINEER
<br /> 0
<br /> 3624 3002 3004 •
<br /> 1 IL 14 g
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<br /> CO
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<br /> 6
<br /> t MINIMUM STRAIG-IT DEVELOPMENT LENGTH (fd ) A- MINIMUM LAP SPLICE LENGTHS (�'s ) + (CLASS B) 0 MINIMUM EMBEDMENT LENGTHS (fdh) FOR STANDARD END HOOKS ems Q 1 k
<br /> I A. for general uses: 1.-1.- ,) z 1
<br /> e
<br /> BAR SIZE TOP BARS OTHER BARS BAR SIZE TOP BARS OTHER BARS BAR SIZE BAR ® I ® .
<br /> tea � 0 Er — iX1 .
<br /> ix
<br /> # 4 2q" 22" # 4 31" 21" # 4 b" MARI SIZE r EINFO1' C/N6
<br /> N.® # 5 56" 25" # 5 4 i" 36" # 5 10" -
<br /> n PROJECT#: S182046-03
<br /> # 5 45" 33" # 6 56" 43" # 6 12" A 21-6" x 2106,E x 12"dp. (4)#4 EA. WAY DOT.
<br /> ® # °1 63" 45" # 1 81" 65" # 1 14" DRAWN BY: JAT
<br /> OA # S 12" 55" # S q3" `12" # S 16" 5\ 5�-0" x 51-0" x 24"dp. #4 EA. WAY TOP 4 SOT. CHECK03
<br /> ED BY: OAP
<br /> 0 # q 51" 62" # q 105" 51" # q 15" -
<br /> O
<br /> _' # 10 q1" 10" # 10 11S" q1" # 10 20"
<br /> C 5'-0" x PER PLAN x 24"dp. #4 EA. WAY TOP $ SOT. TYPICAL FOUNDATION
<br /> DETAILS
<br /> --"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF -"TOP BARS" ARE HORIZONTAL BARS WITH MORE THAN 12" DEPTH OF 1. SIDE COVER MUST BE EQUAL TO OR GREATER THAN 2/2".
<br /> 0 CONCRETE CAST BELOW THEM. CONCRETE CAST SELOW THEM. 2. END COVER FOR q® HOOKS MUST BE EOU& D S-6 x 3 6 x WO. (5)#5 EA. WAY TOP $ SOT. - -
<br /> TO OR GREATER THAN 2".
<br /> IF CLEAR CONCRETE COVER IS LESS THAN lx THE DIAMETER OF F CLEAR CONCRETE COVER IS LESS THAN lx T-E DIAMETER OF
<br /> HE BAR OR THE CENTER-TO-CENTER SPACING IS LESS THAN (3) THE BAR OR THE CENTER-TO-CENTER SPACING IS LESS - AN (5) E 5-0 x 5-0 x 24 d 2. (q)#5 FA. WAY SOT.
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<br /> BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. BAR DIAMETERS, THEN VALUES SHALL BE INCREASED BY 50%. 3003 -- - - - 3007
<br /> 41 1 I PERMIT 9/28/18
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