Plans-Heldridge.pdfHELDRIDGE RESIDENCE
923 GLEN ST Edmonds WA
CONTACT INFORMATION
ENERGY CODE
OWNER
ARCHITECT
STRUCTURAL ENGINEER
TABLE R40ZIA
TABLE ROO.2
SILVIA HELDRIDGE
RYAN RHODES DESIGNS, INC
BUI(EI(ENGINEERING,LCC
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT
ENERGY CREDITS
930 GLEN ST.
CONTACT: CHRISTINE GREENE
COMACPTIM�yBUNER, PE, SE, LEES AP
Cuaul iae
CM h'1a0(Ksr`
/sr4ra
Medium Dwelling Unit 35 aNN, requrN
EDMONDS, WA 9B020
(XXX)XXXXXXX-hone
303 NICKERSON ST
SEATTLE, WA 90109
PoBaa SSr;Iy
Ssd MISS
O10
1.
EFFICIENT BUILDING ENVELOPE: 05 aedi6
nmw0gmalcan
(2061632-1B1B-h.ne
7h04�11U1
Mw4d U.w,ma
0"
R-3B Flo,a; Varied finadentin U=02B; Nab an grade R40 penmeler and unit, a tualy _
driOn.@,ya,hadesdedgns can
4ehd@buk-ngin.enn9
dwaa('r'rutw lNOCa•
wNR
3.
---•
HIGH EFFICIENCY HVAC EQUIPMENT. 70,adgs •� -
0lsa01Yu•1
n
N AFUE Gaa Fun..; Rhaem R95V (RFOA) Mode 0 R96VA0702317MSAPLHC
MVaO(aar W4aaaa'RV4ua
11r
PROJECT INFORMATION
Mlmaw.A•Va,ll
;1.10
5.
EFFICIENT WATER HEATING: 05aei6
newl4Yur
10
Niidun rink and shwa Nue,,1 75 GPM, lavatory, tau- e 10 GPM -
PROJECTM _
GLAZING TO I FLOOR AREA PERCENTAGE:
plew4wM`Mau Away
101•T1r-111
1
5.
EFFICIEMWATER HEATING: 1
30632sly394076d=14.5°JJ
•w'11.vaw •pon
lot•
Gas Waterh"wa 091EF;Rinnai RUGBBNUtra Seder N,Wd Gas T.Ndedd
ADDRESS: 923 GLEN ST
TAX I.D. A: 00594MODDOOMS
LOT Ste: ±0254 ACRES -11,003 SF
DRAWING INDEX
LEGAL:
THE EAST 1166FEETOFTHE WEST21666FEET OFTHENORTHHALFOFTRACT8,
COVERAGE: 11,083d(.35)=3,07905delowdb1.
PUG ET SOUND MACHINERY DEPOT ACRE TRACTS; EXCEPT THE NORTH 75 FEET
REFER TO SHEETAO. I: LOTCOVERAGE DIAGRAM
G1.0
COVER SHEET/ GENERAL PROJECT INFORMATION
THEREOF; AND EXCEPT THE SOUTH IO FEET THEREOF, ACCORDING TO 1HE PLAT
E1.0
PROPOSED ELECTRICAL PLAN @VC=1'-0"
THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 47, RECORDS OF SNOHOMISH
COUNTY, WASHINGTON;
IMPERVIOUS SURFACE AREA CALCULATIONS:
AO.1
PROPOSED LOT COVERAGE DIAGRAM @1/B'=1'4F
PROPOSED IMPERVIOUS SURFACES DIAGRAM @ lie = V-0'
S1.1
STRUCTURAL GENERAL NOTES
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON
REFER TO SHEET AO. I: IMPERVIOUS SURFACE DIAGRAM
A7.0
PROPOSED LOWER LEVEL PLAN 0114"=7'-0'
32.1
FOUNDATION PLAN 01/4'=1'-0"
A1.1
PROPOSED MAIN LEVEL PLAN @1/4'=1'-0"
32.3
ROOF FRAMING PLAN 0 IN=T-0'
SCOPE:
Remove eu,tng SFR Construc[naw SIR per plans.
IIOSM CJIACMAAigIIf PER ABETONI
A7.2
PROPOSED CLERESTORY WINDOW PLAN 01/4'=1'-0'
REFER TO SHEET GI O: PLOT PLAN
A1.3
PROPOSED ROOF PLAN @1/4'=1'-0'
S3.1
STRUCTURAL CONCRETE DE TAILS
ZONING:
RS-12
33.2
STRUCTURAL CONCRETE DETAILS, CONTINUED
HEIGHT LIMIT. 251eeL
A2.0
A2.1
PROPOSED ELEVATIONS 0114'=1'-0'
PROPOSED ELEVATION50714'=7'-0'
S4.1
STRUCTURAL FRAMING DETAILS
HEATING:
GAS
SETBACKS;
A3.0
PROPOSED BUILDING SECTIONS @ 1/4'= V-0; DETAILED WALL SECTION @1-112'=1'-w
SSA
ROOF FRAMING DETAILS
FRONT YARD: The'anl yerd duff bin 25 lee.
A4.0
TYPICALDEfAILSAS NOTED
SIDEYARD: Side Yards The ado yard shah be 10 feetW
ho0WSD00RSCHEDULE
REARYARD: There,yedshAbe25fael
ACT
WINDOW INSTALLATION SEQUENCE
CRQHSry'S7"F /
EXISTING WOOD
FENCE TO REMAIN
DASHED LINE INDICATES -
NEW ROOF OVERHANG
EXISTINGTREE TO REMAIN
k
D35TM TIRA
ro RE1AW
SCALE. IIF=1'-0'
___ _._
___ __ �___._ ____-
116.66'
71 9 l2'
% 10 0'
9'J 12'
it U411 4'1W 1,r /6�612'
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COIIEIREOPATIO
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923 GLEN ST '�
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2,720.1 SF FOOTPRINT
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BEREMOVED V CONCRETE
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M1IEENEO SLAT 1V4U
NEW IIRIVEYdpY
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REMOVE-
EXISTING WALKWAY
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NEW RETAINING WALL
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--------�--<--------�--` GLEN ST -----
HEIGHT CALCULATIONS PER SHEET.11
Maltadcal ••m00 a..r•e /.e.
A 49935
B 49682'
C s0070'
D +SW25'
2,0001 14=500025'
AVERAGE GRADE= a500 UT
FLATROOFABOVE
NEW CONCRETE SITE STEPS
S RETAINING WALL
EXISTING TREE
TO BE REMOVED
NEIGHBORING ABUTTER
EXISTING GRADE TO BE LEVELED
rePorb EreaAon t
REMOVE EXISTING DETACHED GARAGE
EXISTING WATER METER
p.,SURVEY
VICINITY MAP
aX m Md• -
GENERAL NOTES
• Any peak arlaaar m Oda. Mal awlrb. .aaadehal aadCOVala watraaam ara0aw4ad 0 lodavl Me—" roue Oa laadaareN aObd eau win W40 n:••
dal•dedl- -War6x Ordc,aMwaua4rlOW
• 18'manmum inbuaan iea requrN y,ds including gu6,s
• A diPy of to approved plan ..it bin on all whenever construction is in pragreds
• P-li deaws indin ing roadways, ddewalks, aM cultic fuel ere damped by now wnsOUNw shd be reparad as regdrod by to stray use inspector.
• All lo.dons dindengindite, shovm herein have urn ael&lished by a field sway a obtained han avdaM, recede and should ha cwadered appmtdind, only and nut wcesawdy
,arple, Il is t,ad, msponbifily of t, wntada laindependently veriry twd oau,,ydublily lw.6,us shmM nl and to he discwa and avaid any athar u 10. not shone herein
WH,h may be aOerIN by to implene dle,n d Ihic plan
• Th. Cwbacl, shd I.a.and p.- .castings and utilifim during,w,W,,h,n and shall ,,nacho tndarground idifim 1acaasenlc,(1-0004245555) a laad ahem pit, to
cans.d.n
• Uthty Sense wnn.ction,ehovaon Ihicplan,,Wb.mantanedpnveeyandnotbyte Cilyol Ednands.
• Tha Cwt,t,shdlp,Quid,.ndmdnWnlump,arysedimenleton,,A,,ton fedlN,dlainsu, Lhdsedm,nNaden"ed...n'tenlalhenaNrdapetkilranagesyslem Aswnshucfion
pope,aniand god"T,li-aRlandl-•,u..waa Wry ardmddrwaFbngwNmau4a aAga+,rradder aa4a Thsdoa Orapals-0
crcYudaua 4 Mr• N P a "in and responabllily d the cantrwtr la address any n-andi4ws the mry b, ceded by hiabar efiu'Ay and to profd, a kfifi nal fa ditie, that may be
needed to prdad edje.enl properties
• TheCwbecla shall Neep.Dare sheds drone all nmes by sweeping Washingofth,,, trea,v 1.0bedlowed rtompn,app,,d
• All wet pedonnd by publi, idly eittif, loran. ar relweil,asfing uefti-had be done at to penrilae's,xp.s
• Inluytebtans:
•• These dw,nenls ere in pal diagrammd. and subjed to inteprebtion.
.. Tarry drW--ant(abw,aaplam ed.Maeawalaa wk stemlwdAOa/aw(M•aaMYrr.aad4oalrauMrhlMMaMt4wdatOr /a4ddtMHrdM
aaw auy ~ ••(rana/a m(iaeaa
.. Aay0awl Ag4kdale.rar.n•4hIM<oka4xn 4rwradadlmbwphPa/a m1•lr waeanl dNa✓da
•• Nueva aUaaaM mtwallad/daamM C,R4cbsAdbraLnrmMNWw4a4..Dralrala
• Dimel a:
•• Thedramngs may he be drown to lid, insane in,mn.r; Him dimensions bud it, nit side dr,allgs
•• Whar, dimenawsa, naled%inifilm"cr'Vedfy',coedit! the Archilest la utcd dimendoncritarfab,/ae pmcrding wt to wade
•• A➢dimwdan, ere glen to t,fa„.f.9dug Web meunds,.nit to m, few of suds a,anade,tapatplat, and plywa.d sub-Aoae nay,onabrudw, udas, head Whetwise
PROJECT NOTES
CARBON MONOXIDE & SMOKE DETECTOR NOTES:
• Al new ddectaa to he COMBINATION smdke AND carbon monoxide dididas.
• All n"ddeclom to he had+wred rt battery backup.
• Od.dani shill be installed In amordanw vet to approved thedxtum/s
insbudan and in accordance nigh UL217 and NFPA 72.
• O,le,tas shall be inl,cu-hid! such that man we dam is a,b,ed all
runadng done. era acute!
STAIR NOTES:
• Wd,and,,Mld dendwed -A, undamulh lheslarahel be proleclN
on theendwed ad. adrequired Ia wehl fi-eadw wndbudon
• Gu,draldshd It, no few than 36 in.has in height nit a nutwuni,pnong
hehaeen f.la ..die. hits to prav,ntpasdage d4indh sphere
• Hand,alddhdl be w Inuoud,I..alN hehasen 34".IB"ab,v,,U, nadng with
grasp dimensions be loam 1 25"end 2'.
•• Heealaand laa minate either, nwad past arsdely lannind
• Treads shd he a minimum d 4'di.p and ndadandl be a mabmun of 7%'
high pea spa.e belW,an open nderadhal be 371F mafmum
• Slunatin"halhave.minimum d,,Wdt at 36"and,aing,eid baa
mith.u.
d V-F verncdly above nosing
• Outdoor Old, and tarapproa,hes shd he d.signN so tat We, WE not
mianniee on.ik,hg lift..
GLAZING NOTES:
• Wndu ahadd,i.far planning pupos.c oily. GC m laity L... San,, Rough
Openings, Suing Direction, and Laminators I Tempering raqu en,td. pea to
fdn,dw
• U4'dl of mnealtaton producu(W,dawu, do,. and skylights) Ann be
Oetan-d n all"ant, arP W PIC IMblr r ,4l dndq•Manl
Idkadory, and labd,d and „tified by to mandlt u,.
• P.wd Lanaaq/Twcp ,[" p• tad d P. .alp gleeroaa
•• Wndawsladdighl. wh-to nearest- Jldl Ngeu vitin a 24' am d to
do, and whose bog,. edit. is leas than 60' above the neerecl adding
sodas.
.. Glaring them lB", lea. above ediacwt vrdking aura..
•• Sloped gating acing as skylight.
•• 'if oIha I...tinsrequinul by WplcabI, lades
--------"-"-"-"'-"-- PROJECT/CODE SUMMARY
r0s r2•
- i�Tva.nA-
EXISTING STORM WATER
Mrlo SURVEY brC&
EMYRQ AANRARV SEVVERLRF
rekrb SURVEYPormanhoba
ALL WORK TO COMPLETED IN COMPUANCE WITH THE NEWEST VERSION OF THE
FOLLOWING CODES AND REGULATIONS AS REO'D
20151MERNATIONAL RESIDENTIAL CODE
20151NTERNATIONAL FIRE CODE
2015 INTERNATIONAL MECHANICAL CODE
2015 UNIFORM PLUMBING CODE
2014 NATIONAL ELECTRIC CODE
2015 WA STATE ENERGY CODE
WHOLE HOUSE VENTILATION NOTES:
• Fallow all applicable regliremwl, of It, 20151RC Chapr 15
• Fdbwpa"ipfiue whale house vwtiletan syslam I,inlamkgenl whale house
vwtfation udng exhaust lane (secnan M1507)
• EAwal lane wataing as'Whale House VenNata is be,dwatid by an,
auandng 24 hou timer Wt Ihe.apsbilify d.antinuous aperdw, manualend
automat sound
• Al exh,u,tdu,lsshal hannuam widde the budding
•• Ouldaafdr shdb.dsMhuledbaachheslabbroanbyindwidual
indil-winles pa 1507 3 5 3
•• Cdculetons:P,T&I, MI50733(1)-3940.76 d:3br75dmmquired.
P,exception,r M150733- 25%f., r(4)-300dimrequiredla1hr
every 4hm
••• fast Mae lawn LM Baleen 91 M4w 11-MM Baps TO
Laundry (b), % Bat (did). Mudman (e), end Lad, (0 @ 110,fin each
... Taal 770 if. (MIN 300 d.) shd xl ac to venation yoem and
Wine. in inumn 1, U, at every Ohre p, SRC M1507.3A
ATTICIROOF VENTILATION NOTES: see Section R606 of the
2015 International Residential Code for further ventilation
requirements
• Atti-elebwshdbeprelded alnalesstan 11300olte Iola,achy awif
e least 40%bul no mere than 50%of to tifidewa pla,al no m,. than 36'
Iran ndg.
• Prwid, apprwN bug s.taen a d thadanalmmq'd
• P wM, 1'nin daeance above in,ddiut la wnddw
• Place.. aaMl venting vfthin T-O'dprapady line.
NEW ATTIC AREA Od
VENTING REQUIRED: 1,092 8111150=7.29 at
PROPOSED: •(1)d ROOF VENTS '(8)
LTOTAL PROVIDED -B OF VENTILATION -
ADDITIONAL ENERGY CODE NOTES: J
• A Reddendel Enargy Canplimw Certifi.ea complying lit WSEC R4015 is
required to bil completed by t, buld, and plan ndy padel within TO to
daaV/ puawl Pin m F.WIn-ear
• Each dwding unt is requirN la be provided with at least an. pragranmsble
termrtal I". regeebon of l,nparomre in canpliance wit WSEC R403 11
• AsignNalfidwi dawmenbng to dud hulking, Ind,indls in wmpliwm vet
WSEC R403 2 2 shd be pravided to Iha bulding insped"w la an Wprmed
fine lnapetian
• Athuhnum of 75 perwntdjuate.ndy indllN lamps in lighting fixbres shd
be high -a ficxy loops
• Al eaN,lighbng edl be high lficacy Whunaras
• AsignN afhd.,tdocumwtng N.W, door tilrulls in carnplience wit WSEC
R402 41 2 shd be prwidad to in, building inspect, ph, la an alwine! find
inspe,uo.
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303 Nickerson Street I Seattle, WA
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206 632 1818
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G1.0
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S89d5O'53"E
116.66'
TOTAL LOT = 11,083 SF
11,083' 0.35 = 3,879.05 SF
g pA0p01 008�p5 3,079sfs0bwaNe10coveraae
pp54g9� j PROPOSED LOT COVERAGE = 3,482 48 SF
3,482 48 SF < 3,879 SF
PORTIONS OF ROOF EAVES
EXCEEDING 2'-r FROM EXTERIOR
FACE OF STRUCTURE COVERED CONCRETE PATIO BELOW
3
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I COVEREOPATIO : PROPOSED 1
I I 01110 SINGLE FAMILY RESIDENCE 1 k
:oa 923 GLEN ST 1
Y
I 2,720.1 SF FOOTPRINT I
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I I ( GAR SOUTH N ❑ `
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6 y
______________ _ ❑PF
❑❑ GARAGE
4 JIY
I PORTIONS OF ROOF EAVES
EXCEEDING 2'4'FROM EXTERIOR Q❑❑❑
FACE OF STRUCTURE
NEW
NEW ABLE PAVER
SNALKWAV PERM ABLE
N gmde •I-SOfi' daueEon
N89d5O'53"W
GLEN ST
PROPOSED LOT COVERAGE DIAGRAM
SCALE: US'= V-6"
IMPERVIOUS SURFACE CALCULATIONS:
A.) 655 80 sf
B.) 835-67 sf TOTAL- 2.095.7 sl
C ) 604.03 sf
EXISTING
PpRC�� p013-p5
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IMPERVIOUS SURFACE CALCULATIONS:
1.) 3943.43 sf
2.) 72.55 sf TOTAL. 5.134.42 al
3.) 51.9 sf
4.) 196.8 sf ALL NEW
5.) 869.74 sf
COVERED CONCRETE PATIO BELOW
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PROPOSED IMPERVIOUS SURFACE DIAGRAM
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ALL NEW (5,134.42 so - EXISTING (2,095.7 sp = 3,038.72 sf NEWIREPLACED IMPERVIOUS SURFACE
RYAN RHODES DESIGNS
303 Wlefdl SVW I Scolk WA
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MAIN FLOOR PLAN Al
SCALE:11C =1'.0ow
-
GENERAL PLAN NOTES
I. DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS GOVERN PARTITION
1 GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UTILITIES,
10. "ALIGN' SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME
17. ALL WALLS TO HAVE PAINTED 1.6 WOODMMDF BASE - SEE TYP. DETAILS
LOCATIONS DIMENSIONS AND TYPES DOOR AND WINDOW LOCATIONS
NOT COVERED IN THE CONSTRUCTION/ WHICH
PLANE
SHALL BE AS SHOWN ON CONSTRUCTION PLAN IN CASE OF CONFLICT,
MAY INTERFERE WITH COMPLETING THE WORK. WHEN REMOVALIS
ETINGDEMOLITIONDOCUMENTS,REMOVAL
18 ALL MECHANICAL AND ELECTRICAL SCOPE OF WORK IS DESIGWHUILD BY
NOTIFY ARCHITECT FOR WAIT TEN CLARIFICATION PRIOR TO
APPROVED BY THE ARCHITECT, GENERAL CONTRACTOR SHALL INSPECT,
11. TYPICAL"OR TYP' SHALL MEAN THAT THE CONDITION IS
RESPECTIVE SUBCONTRACTORS. FIXTURE, GRILLE SWITCH, AND OUTLET
PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF WORK SHALL BE
TEST, AND DISCONNECT THE SPECIFIED UTILITY, CUT BACK TO SOURCE
REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS
LOCATIONS SHOULD BE CONSIDERED DURING FRAMING -AND FINAL
DEEMED AS THE GC'S ACKNOWLEDGMENT OF ALL WORK TO COMPLETE
AND CAP.
OTHERWISE NOTED. DETAILS ARE USUALLY KEYED AND NOTED'TIP"
LOCATIONS SHOULD BE APPROVED BY ARCHITECT PRIOR TO
PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND
ONLY ONCE, WHEN THEY FIRST OCCUR
INSTALLATION
SCHEDULE.
5 ALL PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING UNLESS
OTHERWISE NOTED
12. "SIMILAR'OR'SIM'MEANS COMPARABLE CHARACTERISTICS FOR THE
19 ALL STAIRS SHALL HAVE A CONTINUOUS HANDRAIL WITH 2'DIA GRIP 36"
GENERAL CONTRACTOR TO REVIEW ALL DOCUMENTS AND VERIFY ALL
CONDITIONS NOTED.
ABOVE NOSING OF TREAD HANDRAILS SHALL BE RETURNED OR
DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS
7 ALL DIMENSIONS MARKED 'CLEAR' OR'CLR' SHALL BE MAINTAINEDAND
TERMINATE AT EITHER A NEWEL POST OR SAFETY TERMINAL
BUILDABLE AS SHOWN IN DRAWINGS ANY CONFLICTS OR OMISSIONS
SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING FLOOR
13. VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR
FINISHES
20, ALL NEW EXTERIOR WALLS TO BE Ix6 FRAMING U N.0
CLARIFICATION PRIOR TO PROCEEDING WITH WORK IN QUESTION OR
14. WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING
ORDERING MATERIALS FOR WORK.
L DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF
CONSTRUCTION THE GENERAL CONTRACTOR SHALL COORDINATE WITH
21. ALL NEW INTERIOR WALLS TO BE 2.4 FRAMING U.N O.
JAMB, UNLESS OTHERWISE NOTED (TYP. 4 In- FROM WALL TO ALLOW FOR
OWNER TO ENSURE SECURITY.
3. JOB SITE SHALL BE KEPT CLEAN AND SAFE DURING ALL PHASES OF
lULUfNlIPPEDJ"LEGTRP4
22 EGRESS LADDERS TO BE PERMENANTLY AFFI XED TO EGRESS WELL WALL.
CONSTRUCTION
15. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS
HAVE A MINIMUM WIDTH OF IT AND PROJECT FROM WALL A MINIMUM OF
9 DIMENSIONS SHOWN AS V.IF. SHALL BE VERIFIED BY THE CONTRACTOR IN
ATTACHED OR MOUNTED TO WALLS OR CEILINGS.
3'
4. PROTECT BUILDING FROM WATER DAMAGE DURING ALL PHASES OF
THEFIELD. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY
CONSTRUCTION.
DISCREPANCYIN DIMENSIONS PRIOR TO PROCEEDING NTH THE WORK IN
16 UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 114", UNLESS
23. EGRESS WELL COVERS SHALL HAVE A MINIMUM OPENING OF 5.TSF ANO BE
THAT AREA
OTHERWISE NOTED.
EASILY OPERABLE FROM INSIDE WITHOUT ANY SPECIAL FORCE,
KNOWLEDGE OR TOOLS.
SMOKE DETECTOR NOTES:
• DWELLING UNITS THAT ARE USED FOR SLEEPING PURPOSES SHALL BE PROVIDED WITH
SMOKE DETECTORS.
• ALL SMOKE DETECTORS TO BE HARD -WIRED WITH BATTERY BACK-UP.
• DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE APPROVED
MANUFACTURERS INSTRUCTION AND IN ACCORDANCE WITH APPLICABLE IRC CODES
SECTION.
• ALL DETECTORS TO BE COMBINATION SMOKE/ CARBON MONOXIDE DETECTORS
SD
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303 Nickerson Street I Seattle, WA
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EXTERIOR WALLS BELOW OP
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BELOW —
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NEW FULL TEMPERED SKYLIGHT
ALL SKYLIGHTS SHALL COMPLY WITH
REQUIREMENTS PER IRC R30&6
DRIVEWAY
BELOW
SCUPPER TO 3' D S.
MYOVERFLOW
CLERESTORY WINDOW PLAN
SCALE 114-IA"
nMh„
GENERAL PLAN NOTES
L DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS GOVERN PARTITION
S GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY UTILITIES,
,0. "ALIGN'SHALL MEAN ACCURATELY LOCATE FINISH FACES IN THE SAME
17. ALL WALLS TO HAVE PAINTED 16 WOODMDF BASE - SEE TYP.DETAILS
LOCATIONS, DIMENSIONS AND TYPES DOOR AND WINDOW LOCATIONS
NOT COVERED INTHE CO NSTRUCTIOWDEMOUTION DOCUMENTS, WHICH
PLANE.
SRALLBEASSHOWN ON CONSTRUCTION PLAN IN CASE OF CONFLICT,
MAYINTERFERE WITH COMPLETING THE WORK. WHENREMOVALIS
18. ALL MECHANICAL AND ELECTRICAL SCOPE OF WORK IS DESIGNIBUILD BY
NOTIFY ARCHITECT FOR WRITTEN CLARIFICATION PRIOR TO
APPROVED BY THE ARCHITECT, GENERAL CONTRACTOR SHALL INSPECT,
11. 'TYPICAL"OR'I1'P" SHALL MEAN THAT THE CONDITION IS
RESPECTIVE SUBCONTRACTORS. FIXTURE, GRILLE, SWITCH, AND OUTLET
PROCEEDING WITH CONSTRUCTION. COMMENCEMENT OF WORK SHALLBE
TEST, AND DISCONNECT THE SPECIFIED,RILITY, CUT BACK TO SOURCE
REPRESENTATIVE FOR SIMILAR CONDITIONS THROUGHOUT, UNLESS
LOCATIONS SHOULD BE CONSIDERED DURING FRAMING -AND FINAL
DEEMED AS THE GC'S ACKNOWLEDGMENT OF ALL WORK TO COMPLETE
AND CAP.
OTHERWISE NOTED DETAILS ARE USUALLY KEYED AND NOTED"TYP'
LOCATIONS SHOULD BE APPROVED BY ARCHITECT PRIOR TO
PROJECT IN CONFORMANCE WITH CONTRACT DOCUMENTS AND
ONLY ONCE, WHEN THEY FIRST OCCUR
INSTALLATION.
SCHEDULE
6. ALL PARTITIONS ARE DIMENSIONED FROM FACE OF FRAMING UNLESS
OTHERWISE NOTED
12 'SIMILAR"OR'SIM'MEANS COMPARABLE CHARACTERISTICS FOR THE
19 ALL STAIRS SHALL HAVE A CONTINUOUS HANDRAIL WITH 2'DIA GRIP 36'
1. GENERAL CONTRACTOR TO REVIEW ALL DOCUMENTS AND VERIFY ALL
CONDITIONS NOTED
ABOVE NO SING OF TREAD HANDRAILS SHALL BE RETURNED OR
DIMENSIONS AND FIELD CONDITIONS AND CONFIRM THAT WORK IS
1. ALL DIMENSIONS MARK ED"CLEAR"OR"CLR'SHAL BE MAINTAINED AND
TERMI NATE AT EITHER A NEWEL POST OR SAFETY TERMINAL
BUILDABLE AS SHOWN IN DRAWINGS ANY CONFLICTS OR OMISSIONS
SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING FLOOR
13 VERIFY DIMENSIONS AND ORIENTATION ON PLANS AND ELEVATIONS
SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT FOR
FINISHES
20. ALL NEW EXTERIOR WALLS TO BE M FRAMING U N O.
CLARIFICATION PRIOR TO PROCEEDING WITH WORK IN QUESTION OR
14. WORK AREAS TO REMAIN SECURE AND LOCKABLE DURING
ORDERING MATERIALS FOR WORK.
4 DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF
CONSTRUCTION THE GENERAL CONTRACTOR SHALL COORDINATE WRH
21. ALL NEW INTERIOR WALLS TO BE 2x4 FRAMING U N O.
JAMB, UNLESS OTHERWISE NOTED(TYP. 4172" FROM WALL TO ALLOW FOR
OWNER TO ENSURE SECURITY.
3. JOB SITE SHALL BE KEPT CLEAN AND SAFE DURING ALL PHASES OF
P L WAPPED AMM LEG tW
22. EGRESS LADDERS TO BE PERMENANTLY AFFIXED TO EGRESS WELL WALL,
CONSTRUCTION.
15. COORDINATE AND PROVIDE BACKING FOR MILLWORK AND ITEMS
HAVE A MINIMUM WIDTH OF I2" AND PROJECT FROM WALLA MINIMUM OF
6. DIMENSIONS SHOWN AS V I F. SHALL BE VERIFIED By THE CONTRACTOR IN
ATTACHED OR MOUNTED TO WALLS OR CEILINGS
3'
4. PROTECT BUILDING FROM WATER DAMAGE DURING ALL PHASES OF
THE FIELD. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY
CONSTRUCTION
OISCREPANCV IN DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK IN
16. UNDERCUT DOORS TO CLEAR TOP OF FLOOR FINISHES BY 114", UNLESS
23. EGRESS WELL COVERS SHALL HAVE A MINIMUM OFF INGOF57SFANDBE
THAT AREA
OTHERWISE NOTED.
EASILY OPERABLE FROM INSIDE WITHOUT ANY SPECIAL FORCE,
KNOWLEOGE OR TOOLS
1.10
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NEW FULLTEMPERED SKYLIGHT
ALL SNYUGHTS SHALL COMPLY WITH
REQUIREMENTS PER IRC R309.5
SCUPPERT03'D.S
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A3.1
number
RBERGIASSWINIM
METAL SIDING
X. GWB
WOOD SILL
(PAINTED)
TYPICAL WINDOW JAMB
SCALE: 3-1'-0'
BUILDING PAR
SHEATHING PE
STRUCTURAL(q
HEADER PER STRUT
EXTE
MTL SIDING PE
ELEVATIOt
FIBERGLASS WINDOW
3 TYPICAL WINDOW HEADER
SCALE: 3'= V'0'
5 INTERIOR WALL BASE
SCALE: 3'= V-0'
EXTERIOR
INTERIOR
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A' GAS PER PLAN
2X NAILER
WRAP GINS & BUR INTO WINDOW
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PAINTED WOOD SILL
4 TYPICAL STUD POCKET DETAIL
SCALE 3'=1'-0-
DRYWALL RETURN BEYOND
514 PAINTED WOOD SILL
JTERIOR
y' Own PER PLAN
EXTERIOR
INTERIOR
IN' X 4 BASE BEYOND (PAINTGRADE)
7X2 PAINTGRAOE TRIM LEGS
DOUBLE RABBETED WOOD JAMB
(PAINTGRADE)
WOOD VENEER, SOLIDCORE DOOR
6 TYPICAL INTERIOR DOOR JAMB
SCALE: 3-1'4)'
NEED TO UPDATE
THESE;
NEED TO KNOW
WHAT WE'RE
USING
FOR TRIM
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GWB UNO.
XJ HEAD TRIM (PAINT GRADE)
DOUBLE RABBETED WOOD JAMB
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_ NOCOVENEER, SOLID -CORE DOOR
7 TYPICAL INTERIOR DOOR HEAD
SCALE: T= 7'-0
wlndnw
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Nob: IF aid Measure and Verify all dimensions. R.O.'s listed In this schedule are for energy code purposes.
Nob: All exterior doors and windows to meet or exceed U YA lux a on She a lot
.0111-1mum Wind—. Lis .2b
Nob: All units to be NFRC cadlRad - Model and CPO numbers shall be submitted and epprowed by Architect / Designer
Nob: All casement windows used for agrees mud Include hardware that allows window to open a min of g0 degrees.
•'Nola: Window opening canbei deylcef required per R312.2.1 that comply with R312.2.2.
Cook923
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NEW GYPSUM SHEATHING PER
SPECIFICATIONS
18 GA. G90 GALV. BACK ANGLE -SET
TO BACKSET OF WINDOW PLUS 114"
LOWER FIELD WRB 10
GTE: FR—GSHOWN FOR CONCEPTUAL
/RPOSES ONL YAND AM YNOTREFLECT
:TUAL FRAMING CONDITION
'U'-SHAPED WRB / AS SILL PRE -STRIP,
LAP 0/ LOWER FIELD WRB
MCSAM CORNER GUSSET
LAP TARGET WRB 0/ LOWER FIELD
WRB MIN 6'-TAPE
COW AIR SEAL SHOWN DASHED
1 WINDOW SEQUENCE STEP 1 WINDOW SEQUENCE STEP 2 WINDOW SEQUENCE STEP 3 SCALE
EXTEND JAMB PRE -STRIP PRIOR
TO INSTALLING PRE -STRIP @ HEAD
TAPE WRB JOINTS, TYP.
WRB HEAD LINER TO LAP OVER JAMB WRB MIN 6'
JAMB PRESTRIP TO LAP OVER MC-SAM SILL
FLASHING AND WRB PRESTRIP MINIMUM 6',
HOLD WRB MIN 2' ABOVE BACK DAM ANGLE, TAPE
MC-SAM SILL LINER. CONT. ACROSS SILL
INSTALL INTERMITTENT SHIMS ON SILL ADHERE TO FACE OF
SILL (BEHIND FLANGE)
APPLY CONTINUOUS SEALANT AT UPTURNED
LEG OF BACK DAM ANGLE RE TO
CONTINUOUS INTERIOR AIR SEAL AT JAMBS
AND HEAD.
AS FOR BEARING SHALL SATISFY50%
NBEARING
SET FLANGED WINDOW / DOOR
-INSTALL INTERIOR AIR SEAL (�
JAMBS AND HEAD
'ECURE WINDOW@ SILL AND JAM1IBS
'ERMANUFACTURER
SET LOWER FLANGE 01 SHIMS
-SECURE PER WINDOW
MANUFACTURER
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Me SAM CORNER PIECE CUT AND FOLD
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LAP UPPER FIELD WRB OVER
PRE -STRIP AND CONTINUOUS SEALANT
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LAP FIELD WRB O/ VERTICAL
LEG OF HEAD FLASHING S TAPE
AT SAME TIME AIR SEAL IS PROVIDED
ABOVE
ATTACH SILL FLASHING TO WINDOW
SILLFLMIGE DO NOT PENETRATE SILL
FLASHING SEAL JOINT BETWEEN
WINDOW FRAME AND SILL FLASHING
WITH BACKER ROD AND SEALANT, PER
DETAILS
LAP FIELD WRB / AB OVER JAMB
PRE -STRIP- SEAL WITH WRB / AS TAPE
4 WINDOW SEQUENCE STEP 4
SCALE 1 112— VA'
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WITH'X', AT FLOWLINE AT
INTERSECTION OF CAROL WAY
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FOUND MONUMENT AS DESCRIBED
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FOUND REBAR AS DESCRIBED
—OHII— OVERHEAD UTILITIES
TACK IN LEAD FOUND
—%— GHAINLINK FENCE
•
SET S/6• X24•IRONROD
WH'YELLOW PLASTIC CAP
—o— WOOD FENCE
�� OOMCREiB YAYL
I
POWER METER
0
UTIL FOLE
ROCKERY
KA
GAS METER
0
SANITARY SEWER CLEMOUT
-I— SURFACE
QSANITARY
SEWER MANHOLE
CONCRETE SURFACE
D6
WATER VALVE
GRAVEL SURFACE
f�
FIRE HYDRANT
E3
WATERMETER
CE CEDAR
—
SIGN
Os DECIDUOUS
1
APPROMMATE LOCATION SANITARY
SP SPRUCE
—SS—
5MRLINE
BI BIRCH
—SD—
APPRD%PAAIE LOCATION STORM
OMSlIWf
PI PINE
• INDICATES MULTI -TRUNK
I
LEGAL DESCRIPTION
THE EAST 116 5 FEET OF THE WEU 216 66 FEET OT THE NORTH HALF OF TRACTS. PUGET
SOUND MACHINERY DEPOT ACRE TRACTS;
EXCEPT THE NORTH 75 FEET THEREOF; AND EXCEPT THE SOUTH 10 FEET THEREOF,
ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 5 OF PLATS, PAGE 47,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON;
SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
BASIS OF BEARINGS
RECORD OF SURVEY FOR DWIGHT STEELE BY CRAMER NORTHWEST, INC AS RECORDED
UNDER RECORDING NUMBER 20ON8125124. RECORDS OF SNOHOMISH COUNTY,
WASHINGTON ACCEPTED A BEARING OF N 00'12'00' W FOR THE CENTERLINE OF 9TH
AVENUE N BASED ON FOUND MONUMENTS IN CASE
PROJECT INFORMATION
SURVEYOR: SITE sURVEVING, INC
11471M lltAbl
/AYLLWIIA WAf160N
PHONE: 425 29B 4412
PNOI'EflIV OPMER' SIVN R[LDROOE
B30 GLEN STREET
EDMONDS. WA SBO30
TAX PAR4XL NIAOM oo"W0006►OT
PROJECTADDRESS: B23 GLEN STREET
EDMONDS, WA BB020
ZONING: IRS-12
JURISDICTION: CITY OF EDMONDS
PARCEL ACREAGE: 11.083 S F. H 0 264 ACRES)
AS SURVEYED
GENERAL NOTES
1, THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE RE PORT
EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT
ARE NOT SHOWN HEREON
2 INSTRUMENTATION FOR THIS SURVEY WAS A 3 ECOND NIKON NIVO 5 C TOTAL
STATION PROCEDIMZUSEDWTHB6VIILSYNIfTML)4ttIDSTANDAPM fT
BY WAC 332-BOOB
S THEINFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN
JANUARY 2018 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL
CONDITIONS EXISTING AT THAT TIME
A UTILITIES GROWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND
OBSERVATIONS AND A BUILT PLANS WHERE AVAILABLE ACTUAL LOCATIONS OF
UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY
MAY EXIST ON THIS SITE
F• ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE
NOTED
VERTICAL DATUM & CONTOUR INTERVAL
ELEVATIONS SHOWN ON THIS DRAWING ARE ON AN ASSUMED
DATUM
l f CONtgR WUWAL -111E ftKCTED V6R11G1
ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS
I MINUS 0 S FOR THIS PROJECT
X
ONE STORY HOUSE j !
RH=5122
FF = 5001T
/
/
J/
/
05
3BB64) 10 �(. - r '______________
ACES)
GARAGE
RH = 502 4'
WOOD
J.
0
VICINITY MAP
NTS
_-110A6___ _ -!.__• m - • a—=pt OHE
_-"--------- •------------
A _ a
>p 1 GBJ
4 — —L.11— — — — JJ 1 IIf ITO'VCNN Wlf E61111
m I AA 660.ON ��— SR W
4 � S V Ir IIVCf•MO6T ' N'IS ss - -Y1
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ae arar �1 lCnYgA6rrMY
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1
FOUND CONCRETE MONUMENT
N CAx mt. 3.ORASS DON
"TN w.oN WEST 610E of OTN
AVf. N. ANONOTHI OF OALRY
R. AMI)VC"T OF WCBT FACC
OF CURB
L LJ
w o
U) o Lau�
V O
a = LU Q
Q O
0 W
a
L0
PROJECT NO 17-534
DRAWN BY: EFJ
CHECKED BY: TNW
DATE: 1/11/18
SHEET 1 OF 1