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RETAINING WALL SCHEDULE
<br /> WALL GEOMETRY WALL REINFORCING METAL STUD WALL
<br /> - r ' "
<br /> PER ARCH.DWGS. = 411M
<br /> MAX.
<br /> " �„„ B 1 KEY DEPTH - f
<br /> "H "" "K" "S"BARS "F"BARS JOINT SEALANT,TYP.
<br /> - ENGINEERING
<br /> METAL STUD WALLMETAL STUD WALL >> MAIN STREET,SUITE 106
<br /> $'-0" 1'-2" t'-6" 3'-6" 8" - #5 ®15" #5 0 15" I FILLER,TYP. EDMONDS,WASHINGTON 98020
<br /> .1„j/2" PER ARCH.DWGS. PER ARCH.DWGS. PHONE (425 778-8500
<br /> (2)-#5 x CONT.TOP SLAB ON GRADE AND SUBGRADE FAX (423)778-5536
<br /> 6'-0" 1'-0" 1'-0„ 2'-6" 8" - #5 0 15" #5 0 15"
<br /> PER FOUNDATION PLAN JOINT SEALANT,TYP.
<br /> rz-JOINT
<br /> SEALANT,TYP.
<br /> 4'-0" I'-0" 0'-8" -r1'-6" 8' —
<br /> #5(8 15" #5 0 15" ,' , /
<br /> tie -. (2)-#5 x CONT.TOP " 7-FILLER,TYP. 5LA6 ON GRADE FILLER,TYP.2'-0" 1'--0" I 0'-8" 0'-8" 8" - #5 0 15" #5 0 15" x -�.�:,�:;:'::�;•..;,.; 1/2AND SUBGRADE PER /2"
<br /> SLAB ON GRADE w a ' 0.6' 0'6 �' -SLAB ON GRADE AND SUBGRADC
<br /> AND SUBGRADE PER a 2 �: °° SLAB ON GRADE PER FOUNDATION PLAN FOUNDATION PLAN /SLAB ON GRADE AND SUBGRADE
<br /> FOUNDATION PLAN >�+ :b AND SUBGRADE PER PER FOUNDATION PLAN
<br /> -"- FOUNDATION PLAN ____F
<br /> NOTES' p #5 0 15"at.,EA.WAY ;,...,:e.,..-,-:,,.,.,,,.:,. .',..'<ps' ....,.:..,:.
<br /> s°,° q`�° .:•°b _ :•.,,,,,• :•Oa o ,.per _
<br /> 1.FOUNDATION MUST BE ON UNDISTURBED SOIL. --•_•^- A2.
<br /> " �"'°•••', CO �- •.• fib'' °•.•a o z_
<br /> 2.BEARING CAPACITY=2000 P�= b:.:�,`6a� 5.
<br /> ic: ',N
<br /> 3.EQUIVALENT FLUID PRESSURE 30 pcf + 30 PSF SURCHARGE ,; . $•pt O �. g ° ` b4.CONCRETE STRENGTH f'c. 3000 psi : s .., /�.//�.//, O .�i‘-'\-\-1-\\2\/,
<br /> 5.STEEL REINFORCING fr60 ksi 7/)//i.//, ���• i g _
<br /> ��`
<br /> (2)-#5 x CONT.,BOTTOM v v /i. �./,
<br /> (2)-#5 x CONT.,BOTTOM 1D" (2)-#5 x CONT.,BOTTOM
<br /> 5" 6" 5" ALTERNATE HOOK AS SHOWN #5 0 15"O.C. 10" G�gor w��1,
<br /> TOP OF WALL SECTION G" so %
<br /> .', © SCALE: 1"=1'-a" 3 SECTION0 SECTION
<br /> `D METAL STUD WALL 1 1-0
<br /> SCALE: 1".-1'-a" f r` ,•
<br /> PER ARCH.DWGS.
<br /> ----911 -111-1-W.
<br /> _ ` 1 5 x CONT. NAii'
<br /> JOINT SEALANT O-# " 2'-6" °
<br /> (2)-#5 CONT. 117--;111777,111,--- 111-7111- 2-0
<br /> q�Pi,. " METAL STUD WALL FILLER #4 DOWELS 0 18 O.C. r r- ,..,,
<br /> JOINT SEALER _.__�` 2�0 PER ARCH.DWGS.
<br /> 1 2" 20 GA.x 2"METAL DECK ,
<br /> SLAB ON GRADE #4 DOWELS 0 18 /
<br /> AND SUBGRADE PER FILLER SLAB ON GRADE AND SUBGRADE AND TOPPiN�S�Ats PER
<br /> FOUNDATION PLAN • 1/2" PER FOUNDATION PLAN FLOOR FRAMING NOTES
<br /> SLAB ON GRADE #SxCONT
<br /> ,_ N
<br /> AND SUBGRADE PER
<br /> F/2" 1- r
<br /> " "'- -- FOUNDATION PLAN �,
<br /> mSw .
<br /> _ 4.
<br /> #5 0 15" O.C. 2"UR. :•°'fl:•°° •
<br /> -
<br /> •F CONT. HORIZ. '`J BACKFILL WITH .:;•:°'
<br /> _ _ �, �r �� a
<br /> F 0 FREE DRAINING MATERIAL. /��\ -� _ ���j� SEAT REQ'D.
<br /> i./i./, o /-SLAB ON GRADE AND SUBGRADE //
<br /> " N:4;,: ;t.''''''',1".: A'' 9° PER FOUNDATION PLAN '\ "
<br /> . G °°MIN." / 4 DIA PERF.PIPE • •:°� °��;,pv NOTES: #5 0 8 O.C.VERT.
<br /> w "S"BARS 0• WRAPPED WITH ( ••R °:•b " :° ��`���� _ y _ 1.AT SIM.SECTION FLOOR TOPPING •
<br /> /��/%/- SLAB AND SLAB ON GRADE TO
<br /> Z o FILTER FABRIC '' -
<br /> a ASPHALT SLAB ��~!-�:.;.. „ , .£ `�:w
<br /> w - SLOPE TO DRAIN O %��%��%/ •.,� ��ar�;• o��+;o p� BE CAST MONOLITHICALLY W/0 "
<br /> '� EXPANSION JOINT.
<br /> �------ �'o .` i '.. --a• /Y,(//,'/, ..;"..• Fpg0pv #5 0 15 O.C.HORIZ.
<br /> Z /i��/, N. �b �b 2.REFER TO DETAIL 7/S-8 FOR +
<br /> • °' 0 O (2)-#5 x CONT.,BOTTOM �' 8" ;///,/A..//,//�/�-__,__ FOOTING AT BASE OF CONC.WALL.
<br /> I I-111
<br /> , -� --�,., o o4O. oQ °9°O _ N j 1'-D" MIN. I
<br /> z 0SECTION SECTION 10" - SECTION -4(
<br /> o
<br /> '� n = o ° o '• SCALE: i" 1'-0" S SCALE:1" 1'-0'
<br /> CD,
<br /> SCALE: 1i-Q'� _- z a
<br /> n v - D(5)`)
<br /> � C o,
<br /> • t Oo O 1= o
<br /> t
<br /> M "F"BARS w 0.a
<br /> #4 0 12"o.c. ° N
<br /> #4 CONT. "S"BARS (2)-#5 x CONT. -
<br /> co
<br /> TREAT SURFACE W/ #4 NOSING BAR,TYP. <
<br /> ° .o
<br /> 0 12"o.c. "T" "t" "B" SLAB ON GRADE AND BOND BREAKER PRIOR "''-
<br /> f / / / SUBGRADE PER TO CASTING STAIR RISE AND RUN PER "'•-
<br /> FOUNDATION PLAN ARCH.DWGS. x
<br /> Q
<br /> 0 TYPICAL RETAINING WALL DETAIL
<br /> . o o 11L6 x 3 1/2 x 5/16 x CONT.
<br /> �A.B.0 32 Des:�tv:
<br /> SCALE: NTS
<br /> _ w/3/4 o.c. FU
<br /> DRAWN: SI(
<br /> if b ti , � CCC
<br /> ° •••• ;•b • • ~ Mi CHECK:
<br /> 3 i6 X3012
<br /> ,4��i\,j�\� \"! c, 3 1613012Iiik 8"CMU WALL JOB NO: 98072
<br /> MEINI1111•111 in - gin
<br /> (1)-#5 x CONT. \ 1110Mg BOND
<br /> �`�V�`'`��` FLOOR BDIAPHRAGM
<br /> 3"SEAT REQ D. 20 GA.x 2"METAL DECKING
<br /> (2)-#5 x CONT.,TYP. �--.- #4 0 12"O.C.EA.WAY AND TOPPING SLAB INSTALLEDir
<br /> 2'-6"
<br /> 20 GA.X 2" PER FLOOR FRAMING NOTES
<br /> METAL DECKING
<br /> tor- #4 DOWELS 0 18"O.C. - " \__ \
<br /> i . #5 0 8 O.C.,VERT. AND TOPPING SLAB PER
<br /> PER
<br /> `V W/EVERY OTHER BAR FLOOR FRAMING NOTES ANDOIST SCHEDULE WN
<br /> EXTENDING TO SLAB
<br /> NOTE: CONNECTION TO TS AL
<br /> ON GRADE
<br /> REFER TO DETAIL 7/S-8 COL.BEYOND PER \�'�
<br /> FOR FOOTING AT BASE #5 0 15"0.C.HORIZ. DET. 12/2-12 I
<br /> OF CONC.WALL
<br /> 1'-0"
<br /> 08 SECTION
<br /> SCALE: 1"=1'-0" - g CALE:SECTION 1,y0
<br /> "
<br /> 0
<br /> _J
<br /> 20 GA. x 1 1/2"METAL Q
<br /> DECKING INSTALLED PER
<br /> ROOF FRAMING NOTES L3 x 3 x 3/16"x CONT. W
<br /> 3/16 D „,.„1/2"CLR.
<br /> ›- Z CI
<br /> 37161/ 3 16. a
<br /> 0 o I
<br /> 3 16/ '� ` ; 8"CMU WALL
<br /> <z z z
<br /> r-1 i-1 —`1 n 1 . t f.`.1 .!-_L 1-'".1 r"_l ,�} W
<br /> � J i 20 GA.x 1 1/2"DECKING gill = Q
<br /> INSTALLED PER ROOF FRAMING \ NOTES: 0 W
<br /> PLAN NOTES ` 1. STEP BONO BEAM AS REO'D O 0 Q
<br /> EN �� 3
<br /> i i s �� --%..i •. TO MATCH SLOPE OF ROOF. W Z I
<br /> S / \ ',� 3/4"4 A.B.0 48"O.C. 2. AT SIM.SECTION REMOVE FACE Z W Q
<br /> ����'� (2)-3/4"0 A.B.EA. SHELL AS REQ'D ALONG EXIST.
<br /> o c° V
<br /> WALL TO INSTALL BOND BEAM
<br /> ...........1 I 1 I I/' .; ; ANGLE LEDGER AND A.B.
<br /> `
<br /> sills (2)-#5 x CONT.TYP. Ohl TBOND
<br /> WALL UPON L+J
<br /> JOIST PER PLAN AT EA.RUN OF A.B. ?
<br /> AND SCHED. irs COMPLETION. -
<br /> SHEET:
<br /> JOIST PER PLAN L4 x 4 x 1/4"x 1'-0" s
<br /> &SCHED., TYP. CENTERED BELOW JOIST `���
<br /> BEAM PER PLAN S 1 3
<br /> """
<br /> p SECTION SECTION 13(00331
<br /> 1
<br /> SCALE: 1"=1T-0' SCALE: 1"=1'-0"
<br /> 6816 Evergreen Way
<br /> OF: 13 SHEETS
<br /> 1
<br />
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