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DALEY-MORROW-POBLETE, INC.
725 AUBURN WAY N.
AUBURN, WASHINGTON 98002
PHONE: (25;:5) 333-2200; FAX: (253) 333-2206
d~_-_-1 •• -<_--~, ENGINEE'tRING -SURVEYING
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NUIJB£/? (SEE Pt.Ali) C{?OltN
CD ,, -,~ '.;_ ii ,; _,_.
CD . '-JV,";-'
CD ,,._, . -;\-'.
CD (:·" > ifF
CD ~-:_,;;, -··.
CD ,-.~ -h~::, X-'.
CD 443.10 I SEWER
CD 442.1.1 I SEWER
CD «1.~ / SEWER
OD 440.99 I SEWER
OD 440.82 I SEWER(f)()
NOTE: NUMBERS 12-19 NOT USED
-
CROSSING TABLE #2
NIJll8£H ($EE Pl.AH) CRO'IIN
GD :4 '--~ . -f:·' '.
OD •.c.; ,. ;\//,:; (_' ..
GD r.;r .. ·' ,··;: ,,_.-
OD '._'.': -,',; .-:
GD : ' ' c: .
-
OD 442.56 I WATER
GD 442.79 / WATER
CID 441.14 I WATER
OD 438.72 I WATER
CID 438.16 I WATER
OD 437.75 / WATER
NOTE: NUMBERS 31-39 NOT USED
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SANITARY MAIN LINES
INVERT
t-;·,:; ·,'iyJ' .
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s}S-. .<'..' ,-,
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443.58 I STORM
443. I STORM
442:V; STORM
44,:~; STORM
441.25 I STORM(£)()
-r ----/ /
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34
36
ff cc: 446.00
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FF " 44'1.ou 27
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FF = 446 4()
28
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447.90
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21
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2
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10
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10' UTilijY
EASEMENT (Uf.)_ "r 11 Ii'"'" t,..., J j, -'!-D\J.,\....
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12
FF ::: 450. 9:C
~ 15' '((ATER EASOIENT
"11'r '1 . ---_,,......-d T, I PVT. ACCESS ESMT. 1100
I' 1 TO LOT 16
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17
F~ = 450.40
16
FF ::: 450.=iJ
15
FF = 450.60
14
FF " 410. ;o
13
FF = 451.00
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EX 10 SEWER lSM !.
REC. No. 790709078()
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i 1 : EX 10· UTILITIES ESMT I : rr REC. No. 199912090014.32 i
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GRAPHIC SCALE
so 0
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THAT GROS$ STORM MAIN LINES
CLEARANCE STATIO/II
3.29' 41+62.59, 31.40' RT.
2.76' 41+45.13, 22.53' RT.
3.06' 40+00.00, 8 .. 05' RT •
Q.70' 37+81.96, 12,60' RT.
0.67' 36Hf0.30, 13.,9' RT.
0.92' 35+00.00, 11.38' RT.
0,41'!' 10+47,67, 2,85' RT.
~ 6+05.00, 5,00' LT.
~ 4+25.55, 8.10' LT.
o":'N 2+89.38, 5.33' LT.
Q,43' 37+95.97, 16,99' LT.
·~! I
40
I \ t:;_; ,;--..a.
AlJ/J/7TONAI. N<>lFS
EXISTING
EXISTING
EXISTING
EXISTING
EXISTING
EXtSTING
NOTE 1
NOTE 1
NOTE 1
NOTE 1
NOTE 1
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CROSSING TABLE f.J -$TORM MAIN UNES lHA T CROSS STORM MAIN LINES
CROWN I INVERT I CLEARANCE I STA110N
NOTE: NUMBERS 40-49 NOT U;;lED
CROSSING TABLE 14 -WA/ER MAIN UNES THAT CROSS SANITARY MAIN LIN{:S
Nllll8E1I (SEE PW{) CROWN INVcRT CLEARANCE STATION
OD ;;.:.,-_, '::-~\ ;, '. .. :, .'_ ;-:_;.. '~ ,· ,' 2.49' 41+60.58, 12.66' LT.
OD s-~('. ' "
. ,-:-" . '
•• •, I ._i_' 1.85' 37+95.96, 4.96' LT.
GD 442.57 I SEWER. Le;. ., .. ,, 0.38' 34+51.75, 8.00' RT.
GD 442.95 I SE\11£R ~'-: .. -.v~ . . -.: .. 0.78' 34+01.48, 18.34' RT.
OD 443:# I SEWER 445.07 I WATER 1.45' 7+51:20; 5.00' RT.
( 55 ) ';
'.' ;';• :-_-_-.. i. ..·,\. ·, <-: 1.68' 38+08.02, 12.19' RT.
NOTE: NUMBERS 56-59 NOT USED
CROSSING TABLE /5 -SANITARY MAIN LINES THAT CROSS SANITARY MAIN LINES
I AP(X11«ML NOTE5
APFXTKWAL l((JlES
EXISTING
EX!:>TING
NOT.: 1
NOTE 1
NOTES 1 & 2
EXISTING
UND!!ll()ltO!JNO l'U'Jl LOCJmOll lli\Sl!D ON :MU'A~ l'Z','l'l,,'lll:s. A;;:'J"J/J,.
l,,QCAl'IQ'tU.IAY VARY:
tfON'!'!R.'d TI!.AT 'l'Hll!PC'A'lJQ!Sll, i!JJ!VATIQNS. llE!"l'llS,.M!O AS-131:llLT
COl.f.'>mITS \t~l1U!Cl'JNG.W,1'ERIA1,~ I\C'J:lJAUY l,!Slll) Dl/lmJO
CONSTRUCT1QN, ACCQRATB!.Y llJ3l<®1'S EXISTIN(l F!Et.PC0NDJrlrerr; i'!ii
PETllRM!NED 8Y MBO!< UNO~ MY OIRW1' SUr!lRVls.iOH ON'W.r.S
DA'tl;; --------
CHECKED.FOR COMPLIANCE
100
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,;r;o CITY STANDARDS
zUUL-. . . Date W(fe7
RECOM~ENDED
FOR APPROVAL
INVcRT CLEARANCE
. . . . ' :-.:·_-;.,,. 1.19'
',4. ' -.-,Ji\') :::.'-' 1.46'
.. ' >··· 2.96' . ... , ..
ii. !~r~::•i · 2.69'
. . :,~_-::.•
'
. 2.90'
44ii'.4 I STORM 1.~·
443.4&/ STORM f;J}IP
442%4/
. ',1 STORM
44t:g,f I STORM 3:{s,
.-.,;, "c -·-i-:!,~ 3.16'
tl·: ;-;, .· ''. ;;.,\~ ; ' 3.94'
STA110N NJOI~ NOTES NOTE: NUMBERS 60-69 NOT USED 5 z
41+89.93, 13.00' LT. EXISTING
39+99.99, 6.52' LT. EXISTING
37+82.07, 4.97' LT. EXISTING
CROSSING TABLE j6 -WA 'IER MAIN LINES THAT CROSS WATER MAIN LINES
Nl/llfJER (srE Ml) I CROWN / I INVERT I aEARANCE I STA710N I ADIJ/11(Y{AI. NOlFS
36+80.35, 4.99' LT.
NOTE: NUMBERS 70+ NOT USED
EXISTING
35+00.00, 1.33' LT. EXISTING UTILITY CROSSING NOTES:
10+55.43, 8.25' LT. -
6+05.00, 5.00' RT. NOTES 1 & 2
NOTE 1. FOR CROSSINGS WITH LESS THA_N 1· (1.5' FOR SEWER AND WATER CROSSINGS) OF VERTICAL SEPARATION, A 3•x4s·x1os·
~:!;o~ E~t[r°AiE~~ :i !! Ji~A~gS~~E~:c:~~~S T:~9~~NgR~i~~:°Ft:~E~Aci~EW~;~iSl01i1g:.EfE{~gN n;\~-9.1.4.
2.34' 4+40.52, RT. -NOTE 2. DEFLECT WATER AS NECESSARY.
2+89.38, 6.67' RT. -
38+07.95, 17.06' LT. -
3c!+73.28, 17.44' LT. HYDRANT
----------------------------------·------------------···------------~----
BY _____ _
----------~Date ____ ~ BY _____ _
____________ Date ____ _ BY _____ _
cl) g_:~}S~Of
•ia _,,.
DALEY-MORROW-POBLETE, INC.
726 AUBURN WAY N.
AUBURN, WASrl!NGTON !18002
PHONE: (253) 333-2200; FAX: (253) 333-2206
d_ l'f·~ o)--""""""" ',~ I· I .··. LAND PLANNING ~~-' ';ilf incorporotsd! ·
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UNPLATTFD
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TRAP NO. 1
2,440 S.F.
444.00 SURF. EL.
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CLEARING LIMIT (TYP.)
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26
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4-3
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22
6
21
9
2
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GRAPHIC SCALE
so o 2s so 10c -=-=--..,.. _ _:__]I -----=--------=J
( IN FEET )
1 inch --" 60 ft.
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TRAP NO. 2
SURF. AREA
EL. 446.00
1,750 S.F.
12
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2. :g:~.-s ' .. P2-S SHEAl't Jl'lALLS USE :Ix S'T1JDS AT ~DJQINit-fE-Ni:{l:
9. NAIL$ SHALL ee bd COMMON . • !"'"-f"'i <1:
4. l'IHERE PL YY'lOOD IS 2 SIDES OF fi'IALL, JOINT5 SHA~~ALL.~ ·u' I '1'.'
Sl:PEAATE STUD$ EACH Slt?E. S'7 ,~ · · .""
$. ALL PANEL EP61$ BLOCKED f.11TH 2-INCH NOMINALiril~IN~,QFl
Pl-b 4 Pl-4 SHEAR ll'lALLS, PHI AND P2-a !!iHEAl't f.1Ai!ebS REQUIRE
9x FAAMIN.S MEM6E1'tS AT .PANEL EDS.ES. INSTALL E.6M~LS3EIT Fl
HOl'tlZONTALLY OR Vf:FtT.ICALL Y FOl't PL YY'lOOI? OR:'.A].;i A. R~ p
SHeArHIN6, 6YPSUM SHE",Ft V'!ALLs SHALL ee INST~L~ I'll •1 HE
;1;: 5HEETS RUNNlt>kS> HOFtlZ,?~ALLY. 5F'ACI: NAll.5@ 12~HES o.i(!'.\~ .
\1\1\'i Cl:NTER @ INTEFtMl:DIA , UF'F'ORT5. . . '. ...,,;;
6.,,rel" .i:;>IAMETE:Fl ANCHOl't ec>l. TS SHALL SE 10 INCHES ii,ONii; $P~f:D,, . , r M~IMUM OF 24 INCHl:5 ON Cl:NTEI'<. 6/4" DIAMETER ANCHOR ..
f!OL'i"S SHALL BE 12 INCHl:S LON$ SPACED A MAXIMUM OF :24 INCHES ON
. 1f,ENtt!R. PLATE ll'IASHERS ON ANCHOR 60LTS SHALi. BS S!xi!I BY 1/4;
,ANCH@R 60LTS AND V'!ASHSRS TO 6E <9ALVANIZED OR STAINl,.ESS STEEL.
1. ~EFER TO.f'LANS AND SECTIONS FO!lit ANCHOR 60LT Sizes SPACIN6
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t CONDITIONS Fl'tlOR TO CONSTFWCTIOl'\,L"i · . •iJll!i !'"\II
2. l"IINOOl"l!!i $ DOOFl& AfitE SHoYiN $ NOTE~ N '"'~L ,;,,J,s.
s. EXTE!fitlOR l"lALLS TO ee 2><b STUDS @ I ""'-*'·' t'"\ ~ ·;<,." ~
4. INSTALL. SIMPSON CONC, TO V'IOOO HOL 01:,,J.Jk,F1.NEF1.S
$ YilNDOYi fitOU.SH OPENIN<.>S, ALSO see E:R,~PeC$.
$. a INOICATl:6 F'OINT LOAD :;uPPORTED Efi'tt'2) sttff:lli/, u.~X>
6. SMOKe OETECTOFltS· · i~ \,-,J ("'.(')
* SHALL 615 110 Y INTERCONNECTI:D Yi/ El~RY 0~KUF'i'
• !&HALL ee INSTALLl::D ON l:ACH FLOoR'Aj:15;\N l',li.1:(<6EQBQOl"1S
. '.'' • $HALL ee lf\1$TALLED IN E.p.CH LOCAT.101* .. 'Yil,f/= .. Re THERe'l'is' A ~ CEILIN6 CHANee 6REATER THAN 24" .... (~:11 .. ' 'i,i
~-. see SHl!;l:T I FOl't ADOlfONAL NOTES. .'{
i e,, see eHl:l:T 2 FOR VENm°LA,.ION 5CH!:DULE .
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SIMPSON M5T4e (x) TOTAL PER $ECTION 1614 Ol<t
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City of Renton ""'a"
Pl . . . . c1110~1,,c.9 anning D1v1s1on f\ \;. c;.,. " ""
1 · MAR 2 4 2010
CITY OF ReNTON
RECEIVED
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DATE:
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I. VERIFY SHEAR v'IALL NAILING 4 HOLDOv'INS PER PLAN $ SCHEDULE
PRIOR TO INSTALLING SIDING.
2. MASONRY 4 r'lOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED
PER I.RC. CHAPTER 10.
3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS.
4. PROVIDE APPROVED CORROSION RESISTANT FLASHIN& AT EXTERIOR
S.
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8.
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r'lALL ENVELOPE PER I.RC. R103.8
N<:> AT ROOF PENETRATIONS PER I.R.C. R<'!03.2
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NUOUS &UTTERS 4 DOY'lNSPOUTS@ ALL EAVES, TY
PROVIDE FLASHI 4 R<'!03.2.I.
PROVIDE v'IEATH RIOR DOORS.
PROVIDE CONTI P.
SEE SHEET I FO R ADDITIONAL NOTES.
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REVISED BY: DATE:
AT13 110110s
MH 12/15/04
BPK S/11/05
LATERAL BY: DATE:
TSE S/15/05
LATERAL JOB NUMBER:
4'!S6
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I. CONTRACTOR1SH~LVERIFY ALL NOTES, DIMENSIONS
4 CONPITIONcfPRIOR:-TO-,CONSTRUCTION.
' 2. Y'llNDOi"15 4 DOORS ARE 'SHOf'IIN $ NOTED AS NOMINAL SIZES.
B. EXTERIOR Y'lALL.Siro BE.2x6 STUDS @ 16" o.c. U.N.O.
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4. INSTALL SIMPSON CONC. to Y'lOOD HOLDOY'INS I~" FROM CORNERS
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5. • INDICATES POINT LOAD SUPPORTED ElY (2) STUDS, U.N.O.
6. SMOKE DETECTORS,
• SHALL BE 110 V INTERCONNECTED Y'l/ BATTERY BACKUP
• SHALL BE INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS
• SHALL f3E INSTALLED IN EACH LOCATION Y'lHERE THERE 15 A
CEILING> CHANG>E Gl'I.EATER THAN 24"
1. SEE SHEET I FOR ADDITIONAL NOTES.
8. SEE SHEET 2 FOR VENTILATION SCHEDULE.
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MAIN FLOOR F'L,AN . ·-.. ,_ .. -.. '·.· . ,, ·, .. -\
SCALE, 1/4" = l'-0" \·.: .-·
FLOOR PLAN NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSION~
4 CONDITIONS PRIOR TO CONSTRUCTION. ·-;-,
2. ALL FLOOR JOISTS TO BE 2xl0 HF#2 @ 16" ON CENTER
UNLESS NOTED OTHERY'llSE /U.N.O.J.
,,,.
-
10: PROVIDE FIRE BLOCKIN6 @ ALL PLUMEllN6 PENETRATIONS.,
.,II. PROVIDE SOLID ElLOCKIN& OVER SUPPORTS.
12. SMOKE DETECTORS,
• SHALL BE 110 V INTERCONNECTED Y'l/ BATTERY BACKUP
·.··
-
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..
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,, .... ----,
' -TSE LEGEND
SEE PA6E TSE-I FOR STRUCTURAL NOTES AND SCHEDULES
~ HOLDOl",N FER SCHEDULE
AEJX ' ANCHOR ElOL T FER SCHEDULE
d FLOOR TIE PER SCHEDULE
.-,
~V'l><:_ SHEAR !',ALL FER SCHEDULE
.,, j
0-, STRUCTURAL DETAIL FER SHEET TSE-I 4 TSE-2
S. EXTERIOR Y'lALLS TO BE 2xb STUDS @ lb" O.C. U.N.O. • SHALL f3E INSTALLED ON EACH FLOOR AND IN ALL BEDROOMS
4. ALL BEAMS 4 HEADERS TO BE 4xl0 DF#2 @ 2x4 Y'lALLS 4
6x8 DF#2 OR 4xl0 DF#2 @ 2xb Y'lALLS U.N.O.
S. P05T5 TO 6E P.T. 4x4 DF#2 4 P.T. 4x6 DF#2 @ BEAM JOINTS, U.N.O.
b. • INDICATES POINT LOAD SUPPORTED BY (2) STUDS, U.N.O.
1. Y'l1ND0Y'l5 4 DOORS Al'I.E SHOY'lN 4 NOTED AS NOMINAL SIZES.
• SHALL BE INSTALLED IN EACH LOCATION Y'lHEl'I.E THEl'I.E 15 A
CEILING, CHAN&E G>REATER THAN 24"
15. SEE SHEET I FOR ADDITIONAL NOTES.
14. SEE SHEET 2 FOR VENTILATION SCHEDULE.
8. INSTALL SIMPSON CONC. TO Y'lOOD HOLDOY'lNS I~" FROM CORNERS
4 Y'llNDOY'l ROUG>H OPENIN65, ALSO SEE MANUFACTUl'I.ER'S SPECS.
'1. ALL Y'lOOD IN CONTACT Y'llTH CONC. TO BE PRESSURE TREATED.
AREA SUMMARY
LOY'lER FLOOR O 5.F.
MAIN FLOOR, 1202 S.F.
UPPER FLOOR 1222 5.F.
TOTAL FINISH!';D AREA, 24.24 5.f=.
UNFINISHED AREA, 0 S.F.
GARA.SE, 622 5.F.
V) ..... :;; ..... V) 0 ~ 0
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DESIGNED BY: DATE:
TG 1'1"11
DRAWN BY; DATE:
51A1D 4/20/"1'1
RE\11SED BY: DATE:
ATB 1/01/0S
MH 12/15/04
BPK S/11/05
LATERAL BY: DATE:
TSE S/15/05
LATERAL JOB NUMBER:
4"136
5
1
ANW JOB NUMBER:
060551
I
COMF. ROOFING
Vl=NT ROOF FER IRC SEC. R8!2>6
MTL.GUTTER ON 5>/4X8 FASCIA <TYF.J
lx3/lx4 COF'NER TRIM ----i
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IX4 WINDOW
TRIM !TYF.!
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HORIZ. LAF SIDING
RIG~T ELEVATION
.SCALI=• 1/4 11 = I' -(Z)"
+11-1!2> I ,,
COMF. ROOFING
VENT ROOF FER IRC 5EC. R8!2>6
MTL.GUTTER ON S/4X8 FA&CIA !TYF.!
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JOB NO: 12014
DATE:
DRWN. BY:
REVISED:
City of
Piann-Reriton-1ng 0 .. -1v1 31-on
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INTERMITTENTL 'I' OPERATION VENTILATION SY6TEM FER IRC SECTION MISr.;8.3
REF TO T A6LE MISr.;82 FOR MINIMUM OUTDOOR AIF<FLOUJ RATES -CFM
RUN TIME, ON ONCE EVERT THl'<EE HOU1"5, FOR ONE HOUR PER TA6LE Mlo<!08;>
OPERATION, TIME CLOCI< TO OPEN DAMPER LOCATED IN FRESH AIR INTAKE DUCT BETll.l:EN
THE OUTSIDE CAP AND THE l<EllJRN AIR DUCT AT FU!sNACE, AND TIME CLOCK AL60 STARTS
THE FUl<NACE FAN TO DISTf<IBUTE fRES!, AIR THROUGH THE HEAT DUCT STSTEM THAT WAS
6ROUGHT IN THROUGI-IT THE AIR INT AKE DUCT. THE AIR VOLUME 6i<OUGHT IN WILL '3E FLOJI
TESTED AND ADJUSTED TO MATCH THE AMOUNT l<EQUll<ED BT CALCULATIONS.
(PRIOR TO THE FINAL IN6PECTION!
FLOOR
AREA
BEDROOM
12>-I 2-3
3r.;CFM 4&CFM
IS{l;l -3r.;r.;r.; 4SCFM 612>CFM
PASSAGE ' W+2 11 xe2 1/2 11 RI -HEAT REGilSTER 2-1/2" X 12-1/4"
61fOLD6 (6G,LJ[ W+l 1/4" xel ·-3/4 11 R2 -HEAT REGil6TER 4-1/4" X 12-1/4"
6lf0LD6 (D6LJ W+l 11 xBl 3/4" R3 -HEAT REGi15TER 2-1/2" X lr.;-1/4"
MIRROR B/F W+l 11 x8l 3/4" R4 -HEAT REGilSTER 4-1/4" X lr.;-1/4"
BIFA6S UKNET !x82 3/4" RS -HEAT REGilSTER 4-1/4" X 14-114"
MIRROR6/F UKNET !x81 3/4" HEAT REGi16TERS TO 6E FER FLAN. LOCATE POCKET Wx2+2 11 x83 112'1
AFFROX. AS SHOUN, 6" IN FROM EXTERIOR
CUTOUT&, UJALLS • 3" IN FROM INTERIOR UJALL5.
DRYER 4 l/2 11 x4 112 11
Tl -TOUJEL BAR e 4'-r.;" ABV. FINISH FLOOR AANUE 1 1/2 "x1 l/2 11
OF<! :3 1/2"xle> l/2 11 T2 -TOUJEL BAR., 4'-6" A6Y. FINISH FLOOR
VERIFY UJ/ HOOD RQMNT'5. T3 -TOUJE'L RINGi ., 4'-6" A6Y. FINl&H FLOOR
STF -SUF<FACE TOILET FAFER HOLDER
RTF -RECE56EP TOILET FAFER HOLDER
RAC -3r.;-l/2" X 14-1/2" RETUfaN AIR.,
1-1/2" 6ELOUJ CEILING
OR
RAF -1-1/2" OFF SU6 FLOOR
MC -14" X 24" RO. (TYF.! MEDICINE CA61NET
R.O. SCHEDULE/PLAN LEGEND -=
FER CHAPTER Ii, FER6CRIFTIVE REQUIREMENTS 212>r.;9 W.5.E.C. (2S% GiLAZINGi!
CL !MATE ZONE I
GiLAZING LI-FACTOR VERTICAL U•.32, OVERHEAD U•.Sr.;
DOOR LI-FACTOR, U,2r.;
INSULATION, CEILING,, R-49, R-38 (APV!, VAULTED CEILING, R-38
A60VE GiRAPE WALL&, R-21, BELOW GiRAPE UJALLS, R-21
FLOOR OVER VENTED CRAUJL SPACE, R-3r.;
SLA6 ON GiRAPE, R-lr.;
PER CHAPTER 6 FER5CRIFTIVE REQUIREMENT& 212>(l;9 W.5.E.C. (UNLIMITED!
CL IMA TE ZONE I
GiLAZING LI-FACTOR, VERTICAL Ua.3{l;, OVERHEAD Ua.S{l;
POOR LI-FACTOR, U,2r.;
INSULATION, CEILING, R-49, R-38 (ADV!, VAULTED CEILING, R-38
A60VE GRAPE WALLS, R-21, BELOW GiRAPE UJALLS, R-21
FLOOR OVER VENTED CRAUJL &FACE, R-312>
SLA6 ON GRAPE, R-112>
ENERGY CODE COMPLIANCE
PERCENT GLAZING CALCULATIONS, XXX (6Q. FT. GLAZING!
XXX (Sa. FT. FLR AREA!
SQUARE FOOT AGE SUMMARY
LOWER FLOOR
MAIN FLOOR
UPPER FLOOR
TOTAL
UNFINISI-IED
GARAGE
1380
14~2
2812
SQ. Fr.
SQ. Fr.
SQ. FT.
SQ. Fr.
SQ. Fr.
SQ. Fr.
~~111111
=XXX%
JOB NO: 12014
DArE,
DRWN. BY:
REVISED:
1
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DATE,
DRWN. BY:
REVISED:
JI II
fll/2
2
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5/4 X 3, 5/4 X 4
CORNER TRIM ------L.._
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PER SPECIFICAflO
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SCALE: 1" = 4'0"
ELEVATION NOTES
PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" (762 MM) ABOVE THE FLOOR OR
GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" (914 MM) IN HEIGHT. OPEN SIDES OF STAIRS WITH A
TOTAL RISE OF MORE THAN 30" (762 MM) ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS
THAN 34 INCHES (864 MM) IN HEIGHT MEASURED VERTICALLY FROM THE NOSING OF THE TREADS IRC R312.1
PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS
WHERE THE WALKING SURFACE IS LOCATED MORE THAil 30" (762 MM) ABOVE THE FLOOR OR GRADE BELOW
GUARD OPENING LIMITATIONS. REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
BALCONIES AND PORCHES SHALL HAVE 'INTERMEEJIATE RAILS OR ORNAMENTAL CLOSURES WHICH DO NOT
ALLO PASSAGE OF A SPHERE 4" (102 MM) OR MORE IN DIAMETER
EXCEPTIONS:
111
1111
ii
1111
1. THE TRIANGULAR OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF A RAIL GUARD AT THE
OPEN SIDE OF A STAIRWAY ARE PERMITTED TO BE OF A SIZE THAT A SPHERE 6" (152 MM) CANNOT PASS.
2. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4-l"
(107 MM) TO PASS THROUGH. IRC R312.2
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DATE:
GREEN WOO[
9/28/2009
DRWN. BY: DED
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SHEET NO.
1
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BALLARD
7/30/2012
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1388 SQUARE FOOT
HOUSE SQUARE FOOTAGE
MAIN FLOOR SQUARE FOOT
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HOUSE SQUARE FOOTAGE
GARAGE
COVERED PORCH
TOTAL LOT COVERAGE
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BALLARD
DATE: 7/30/2012
DRWN. BY: OED
REVISED: 7/30/2012
City of Renton
Planning Division
1