PLANS.pdf4' HIGH WALL'
T.O.W. - 95.5
B.O.W. - 91.5
3.5' HIGH WALL---,,,,,,
\
B.O.W. - 22.0 ti
9
15' BUILDING
SETBACK LINE—\
VI
O_
� It
0' HIGH WALL z 9�
T.O.W. - 95.5
B.O.W. = 95.5
2' HIGH WALL
Y.O.W. - 9ao �,
B.O.W. - 96.0 �\
THE A L ZHEI MER COUR TE COMMUNITY
S1 TUA TE W/THIN THE SE 114 OF THE SW 114 OF SECTION 25,
TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., SNOHOMISH Co.
— CB y6
INSTALL NEW CB IN EX.
38"ro CONC. PIPE STORM DRAIN
CS TYPE 2 60"0 I
TE - 95.7*
EX. IE - 86.5*
IE IN - 88.85 NOTES:
1. ALL WORK AND MATERIALS SHALL
CONFORM TO THE REQUIREMENTS OF
CITY OF EDMONDS AND WSDOT STANDARD
SPECIFICATIONS FOR ROAD, BRIDGE AND TO FERRY
MUNICIPAL CONSTRUCTION 1998 EDITION
/0t7
15' BUILDING
----SETBACK LINE
i-10' BUFFER LINE
(ENCLOSURE
NTTH 6, NIGH FENCE
(Z EMERGENCY
GENERATOR
PROPANE TANK
CREASE INTERCEPTOR
® CONCRETE PAD FOR
COMPRESSOR
SEE MECHANICAL PLANS
FOR DETAILS
2. REMOVE EXISTING ASPHALT SIDEWALK
ALONG FULL FRONTAGE OF THE SITE.
REPLACE WITH 5' WIDE PORTLAND
CEMENT CONCRETE SIDEWALK
SEE DETAIL
p H9
ACCESS
DRIVEWAY a a
SEE DETAIL
BULL➢Ifni .
PAVEMENT
EXISTING VATER AMAIN
EXISTING VATER METER
➢RAIM W ITAV
NEV CN41N LINK FENCE
EXISTING CINTOAP LINE
FINISI o SPIT ELEVATIIN
PROPOSED CONTIUR LINE
NEV CATCH BASIN
ACV STORM DRAIN
NEV STORM CONTROL STRUCTURE
ADJOININL PRCPCRTY LINES
^�
EDMONDS WAY
VICINITY MAP
NO SCALE
SI TE DA TA
N KKU
�I N
3
TO HIGHWAY 99
AND 1-5
TOTAL AREA: 1.66 ACRES
TOTAL IMPERVIOUS AREA: 0.72 ACRES
TOTAL LAWNS / LANDSCAPING AREA: 0.47 ACRES
TOTAL NATIVE VEGETATION AREA: 0.47 ACRES
PARKING: 22 STALLS
BUILDING FLOOR AREA: 16,685 S.F.
ZONING: BP (PLANNED BUSINESS)
DRAINAGE: ONSITE DETENTION VAULT
SANITARY SEWER: CITY OF EDMONDS
WATER: OLYMPIC VIEW WATER SYSTEM
POWER: PUGET SOUND ENERGY
C-1 PANNG, GRADING & STORM
C-2 WATER & SANITARY SEWER PLAN
C-3 DETAIL SHEET
C-4 DETAIL SHEET
C-5 CLEARING & EROSION CONMOL/
SEOWENTAPON CONTROL PLAN
APPROVED FOR CONSTRUCTION
BY SATE:
CITY ENGUJEER
DAT1?M-Y,LE-V
ASSUMED
110F£N IOPOi`RAPIIY AND BOUNDARY
BEARINGS AND DISFANC£S BY T£AM 4,
£lIGINF.£RINS JIB - Na 017 DATED
I'll, I99B.
GRAPHIC SCALE
0 10 7 <J
m m7) H
1
PROPOSED FIRE HYDRANT LOCATION
CONTACT O.YMPIC YEW WATER AND
SEWER DISTiICT FOR DETAILS OF SERVICE
PHONE /(428) 774-7769
OLYMPIC WATER AND
STRICT FOR DETAILS
CE
(425)774-7769
NISD WILL REQUIRE A
W PREVENTION DEVICE
X' FIRE SPRINKLER CONNECTION W/ GATE
VALVE X TRUST BLOCK CONTACT OLYMPIC
VIEW WATER FOR DETAILS OF SEANCE
PHONE 1(425) 774-7769
SEE DETAIL -.N
2" WATER SERVICE W/1-1/2' METER
NOTE: OVWSO WILL REWIRE A
BACKFLOW PREVENTION DEVICE
CONTACT OLYMPIC NEW WATER SYSTEM
FOR DETAILS OF SERVICE TAP.
PHONE (425) 774-7760
In DETAIL�y
u
6'0 SANITARY SEWER SERVICE
IE O BUILDING - 90.0!
IE O SANITARY SEWER MAW - 88.5
CONTACT CITY OF EDMONDS FOR
DETAILS OF SERVICE CONNECTION.
PHONE /(445) 771-0220
_c \7La:qb
cj:1 ." O
®
LEGEND
WATER METER
,E—
SANTARY SEWER CLEANOUT
®
GATE VALVE
c#
CAS METER
q
RRE HYDRANT
NOTES:
ASSH FJICLOSURE
WITH 6' HIGH FENCE
Q EMERGENCY
GENERATOR
(D PROPANE TANK
m CREASE INTERCEPTOR
Qi CONCRETE PAD FOR
COMPRESSOR
SEE MECHANICAL PLANS
FOR DETAILS
NOTE: INSTALLATION OF FIRE HYDRANT AND WATEI
SERVICE CAN BE PERFORMED BY OLYMPIC VIEW WA
AND SEVER DISTRICT WITH BILL TO OVINER, OR BY
DISTRICT APPROVED CONTRACTOR UPON COMPLETIOI
OF DEVELOPERS EXTENSION AGREEMENT BY OWNER,
THE SELECTED METHOD VALL BE RESOLVED BY PR10
AGREEMENT BENSEN OWNER AND CONTRACTOR.
FILTER FABRIC --�
FENCE
EXISTING FENCE
TO REMAIN
to
g
�rn
I+
I EXISTING FENCE
TD REMAIN
,,,CLEARING LIMITS
FABRIC FENCE —� 6 9q
i
t
A INTERCEPTOR SWALE
1 AS REQUIRED (TYP.)
1
1 ,
INTERCEPTOR SWALE
AS REQUIRED (TYYP.)
.w TII cB \
1 T L LTER FABRIC SKET
EX - 2
o° i-: \CONN T E 929
OO OOOOO
o `
000
v \
\ SEDIM TRAP 1 \ \
\ WITH RAVELAWL CON
\ SE DETAIL TH T ! u0\\ \ \ 'G\ \ MI\ \ \ 00 \ 9 / IN ii
\ / / ISITTEE FLCT
O \
\ \ \\\\ \ \ \ \\\ \ • \ i . / rE v 9.00
\ \ \ IE - 95,00 \
! \\ \\\ \ \\. INTERCEPTOR SWALE
\\\\\\ AS REQUIRED (TYP.)
STRAW BALE DAMS
50, O.C. (TYP.) <G
700
CLEARING LIMITS
M 15.E
— N— to \ \ \S\ \\ \ \\\ \\\ \ 15 BUILDING SETBACK
17
& \ \ \ \ \ 0 10' BUFFER
TO 1?0 E OF SLOPE
\\ SLQPURIE
ES OSLT� T: REBAR FRAME
CATCH
N\ / `S6 I 1I? ORATE
OUAWY SPALLS
S' HIN, 714ICKNESS
21 MNi
APPROVED FOR CONSTRUCTION
INTERCEPTOR SWALE
OY DATE: NO SCALE
CITY INOWEER
II �— STRAW BALE DAMS
1 50' O.C. (TYP.)
1 `
1
t
4` �\\%° �
♦�
L NCIL rpf L1RL. M1MTA7 a"OTIO VK TAITo TOT fill enoy
E TLN ""Zoo
ITS" I ANn AGMU C! IW'Ji TO R cOCT1Ntf[n
fT Moro 1TMV MALT Aid U NKCL
a KL lowLLAr •0.TATI01 A10 1[tMKM rv.os avAt tL 1MTI•
TAx" Em A t�T1LIKf?T LD lim Ir.iM fKN toc nW
S NE CB IN . 36.0 CONCRETE PIPE axmm'" Nr clrol 1i covAto AM nc
rtAWW"T OtAPOK rAMISrU AAL CKMIIOVY
STOR DRAIN.\ STUB UT FOR CONNECTION a 1XIM4 A1LTA'ZN LVTTAO. AALAS 10 Of16 A. WOM2 Lmm�ML
0 ENTATV% TRA FUTURE CONNECTION S "-w Sim mm tiva? Tr LALrx IT} fA0i101 awm . N
\ A anmun
T 0 ON V UL7 A ROCK WALL DRAIN. fT„c LKLs To wmAw
INS L FI FABJiI BA E7 roin al Af rcwa fTuv MIT
Ai TS�U1vLt
\ \ o0
\ysq\
\sue\ �s�'o STRAW BALE
PLACEMENT DETAIL
.V'•" \ \ lP \ G� ND SCALE
t
SEDIMENTATION TRAP � �!•.
NTH GRAVEL CONE
SEE DETAIL THIS SHEET
Atkm \ s\
! \9
EXISTING <\a \
ASPHALT P r pG
APPROACHTO
REMOVED
STABILIZATION —
CONSTRUCTION
ENTRANCE
�0
IL • aLm
FULL NDTN or
i 0t0—'/EGRESS AREA
STABILIZATION CONSTRUCTION
ENTRANCE
to SCALE
STANDPIPE AND GRAVEL FILTER CONE
FOR TEMPORARY SEDIMENT TRAP
NO SCALE
LEGEND _
w1w 9RPCRT 6.
CLEARING LILNTS
FENCE -
N RL7ER FABRIC FENCE
�D
— • • -I - INTERCEPTOR SWALE
u tEtau
Q=J STRAW BALE DAMN
PROACE WAM GRAHL BACxEA.I
OR COUPAM HATIVE SOIL AS
MECTED BY LOCAL CO',EPCUEIF--�
BAR, STAPLE L4 PLAC�+�D
4
j4 REBAR
L� e�
t1UT]t FABRIC
X I Rm1LR Mq &iM
X CATCH BASIN CRATE
WIDTH +4 04GIES
cATcNASIN CRATE
WoTH _ Y IENOB+ 7H4 INCHES
FILTER FABRIC BASKET DETAIL_
NO SCALE
2 fY 11000 POSTS. STD.
OR BETTER OR EDAM.
SECTION
FLIER FAMC WATIERIAl N CONTINI 13
Rws, USE STARES OR TIRE INIM TO MRE Lrr.41 SUPPORT FENCE
ATTIC8 FAIRIC 11 1 � FOR SILT FLU FAMC5
WE StARIS
fR R91CS
`BURY B07
I IER
6, 4AY I YAIEAAI UI T011 0
B' F 1REAtU
u
FILTER FABRIC FENCE
NO SCALE
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PATRICK LRLXYKR
LANDSCAPE SItEC11'ICATIONS
Edmonds AW.etmer Community
124 & 728 Edmonds Way
Edmonds, WA
1.00 GENERAL
1.01 scope of Work
The work under this coottect shall Indude but not be limited to tiro Pollowlog Item@ se "acted
on the drawing and at spodft cd hasin.
A. ladall an a Rudd Itrlgulon ryakm-Optloal.
B, Flnegrade&INVApreparesoilfor all plan!ngareas uahownonplane
Q Install all plantmatoaielsu -hewn onplanungplan
D. ladallbydeoaeed or cod-manlweed or non•maa!ated lawn area.
1A2 Cocrdleallen
Landscape contractor shall eoodlasfe his work with [be Bengal contractor and Patr(ek Lamer
Landecapo Design do Plant Sales. Inc. (PI, Inc.). Ito shell notify the oonstrucllon superintendent
of hls schedule in advance of his operations and be informed of gmeral and tubeontracwts'
1.03 PamllosLmandRelnladono
Landscape contractor shall taurc and pay for all permits hod lioauu required to complete him
pottionoftheprojeet. Check with the City ofEdmonds.
Landscape contractor shall comply with all bultdIng eodca and regulations bearing on the
conduct of the work as drawn and specific& Any noc sstry changes mutt fast be revltwod and
approved In writing by PI, tna and the gcoaal contractor. Changes made without the review
and approval of PL, Ina oad the general oontrutor will be the responsibility of the landscape
oantr&cm .
Bet Bdduee Avarer NE • SuM 37g • tlWWldpe Island. WA e6110 • (21" 00-nit
L04 RovNwefE>ddhgCoadltlona
Lmdaupe contractor Chill review the site before commencement of work. If uuting oondttioru
and drawings do not spree, molly, PL, I= or the $moral contractor beforo pm"eding with low
wok. Review the eubgndts and drainage potteent u ant by the gmenl contrtcter.
1.03 Scbcdultef Work
Landscape conlnceor shall provide PL. Inc. and Ilse ger erd ooaraeMr with a proposed eehedde
ofwoctcbeforeprac@ding with the work.
IM Stone and Prafaglw of Madorisb
Lutdocapt contractor shell proteu and be reoponalble for any damage to his work or materials
from d1loofirwment to date offinAll ficcripterm otwotir, and than replace or repairdtmt$td
Items at no extra port to the Owner.
Should any material be found darnsgcd, or nal In accordance to specifications, this material may
be N*ted W any time during the work by PE, Inc. or the general contractor.
1.07 MateddvedSnetlao
Loedseape contractor shall provide load tickets, imlcet, ale allpl, co., for JI materials wed
onthis proJoo. Theo mutt be submitted to PI, late. or the general oontracbrbafore final
payment a au0horirod.
lAg Samples
Landscape contractor shall submit temples end sources for all materials u noted in
opalnatlons to PL, ins or the tcncrJ contractor, Failure to do so may result In rumsmptanee
ofinelaiab at the contractor's expects. .
1A9 Subadhidess
Changes In materials and placement shell be made only after a wrklm choose orderlies been
bored by PL, Ins. a the gerenJ contractor.
L10 CasranleacoedAapluemmt
A. Guxtantm-L&ndtcapoeonuectorgWlguumteoancr&tModowWworkmenrhlp
fbr a period crone year following renal acceptance of the work by the owner.
Contractor #hill rat behold raponaiblo for any damego caused by excessive
climatological conditions. Any materials vandalized or stolen from theJobtite
prior to final acceptonco &bill not be the twntruor's respomtiblllty. An
agreement will be Jgncd between the owner and IsMtespe contractor at the lime
of L@Ceplance Ptlor to the real payment
B. Rcplecrmont-Any plant Included hiddsomaraddudisdeod,diuncdOrin
unsail afectocy condition during the guLrantct period, as determined by PL, Ina or
the general contractor, shall be removed from the site and replaced with an
actepublereplitemrolalthalendemapeeontnctoe'supcnae. AlImplaoemcat
Plants thall have the guarantee period ninslecd for one year a originally
speelflodabova IrndeapocontrtclorahtllIdentify vdifapproprbtodoall
work nc"touy o pravad replKmmt planu from a similar demise.
C. Rtpla=cntMaterials - All replacement makrWsshall beoflhesame variety.
tile, and root condition of existing adj&eem plant materials and thin match
ulmin{ plants of the tame variety.
1.21 Maintenance
Landscape contractor than propoly maltdaln and protect all plant materials audit final
aoeepu nce of work by the owns.
1.12 DallyCNaaep
All work erne shall be kept In 4 neat, orderly condition at all tires. Prior to final Inspection cog
dtbda shall be removed from Ate and work uses cleaned.
3.33 PnOcO n of PrepwO and Eabgag UdUdu
Landscape contractor shall lout@ and protect all existing uructwa and utilities both above and
below ground. Any darrigo caused by landscape contractor shall be tepolrard is no additional
0044 to the owner, Baiating logged trey win be protected by this landtupe contractor during
construction.
Lad FlnstAeaptnea
Upon notlOtadon by landscape commetor oroaepl«Ion of work, PL, Inc. or the too"
contractor will bapoot sod nvitw tbo work. Any Items not in &ooWmce with specifications or
drsw*p shed be oomploW before Opal Payment A Lunhorised. Art wbu1N Wtuloe plan and
warranty shLwo will bL avbmluod by dote landscape contractor, to the owner.
2.00 MATERIALS
2.01 Plants
Landscape contractor shall provide sixes, conditions and qutntitia of pi&nu shown on the
planting plan. Plants not conforming to standards and mqulrementa listed may be rejectal at any
llma
A. Standards ft rgndlox "Amaiva Btaadard fwNunory Block," 1980 adidoa
B. Standards for Wandficatioat "Steno! Wealem Garden Boo," 1979 ad'idon.
G OrepasAssociation ofNanayman,Inc.
3.02 Tepeed sad Madeh
Topsoil will be a uniform blend of 30M washed send, 25M sawdust and 2SM rotted rnabrtnulae.
Provide &le and source for approved by PL, Inc, or the gonad contractor.
Mulch will be &uniform blond ofrotted stew manor. a.•W sawduet, "Steetoo' or rotted built.
Provide sample of wwee for approval to PL, Ira or the general contractor.
2.03 FordUm
A. Provide "Oannoots" 14.14.14 or equal for all basic, ollrvba and ground wvwL
B. Provide gramdar form 4-2.2 "Apol-Trwplmta" for all trees, shmbo a d Found
coven.
/ C, Provide l0A0.20fbfduxwflrsod loww.
Apply all fb011zae wording to manfubner's recommrrd.flone,
2A4 Tra Staldoi Matadals
A. Stakes shall be construction trade Douglas Fir 2" x 2" x B'W' or equivden4
B. Win &hall be 10 gouge non-golvodeed wire
C. Haeshallbevlayl4ypepidmJim crrrquaL
Review any mstarial Junta with PL, Ins, or she ge0aal ontrader.
Follow the planting.siaking deaf 1.
2,08 god
Provide Bluegross/Ryegrau mix end from source approved by Pt, Inc. or the lateral convector.
Sod is to be frcc of Pot &nna (annual bluepus), weeks, pests anddisoesu. R thsil bo coo ices
then 10 months olu Lid no more than 30 months old. All end shall bs of one continuous cut from
the tame fled. ?sated tad during shipment and alonge on ilia -to proven[ dehydration and
overheating.
2.06 Hydrosead hills
Hydreseed mix shall be approved blend of low growlgg puoa. Mlx to be sppmved by PL, ins.
or the general contractor.
3,00 INSTALLATION
3.91 Bubgrodu
A. Sod lawn area -Subgrade shall bef6' below adjtceni paved sutfaceL to all ow
for4"ofspeelfled top oll and 2" sod. Top of grace will be nwh with op of
awba.
B. Hydnseednotes -SuIspidedAbeI"below finish gradesofa*mdpaved
suffices.
G PILnUngbeds -SubgradaofpimtingbedeahalIbe8"below adjacant paved
surfaces to allow fa 6" or ipaified opaolt and 2" of opccified mulch All
planting beds will be crownbemncd. Rolotilltolls Inplanting beds lot8".
102 SonPrepondon
A. Remove any veptstIMdebris ormdularger than l"dismeteiandsmuddatdory
on kips plantlng den prior to rolwiling,
B. L,,oTsubgradsbadepshofS"alYb 16rodkills and pludingbeds add
3.03 FlablaGrades
An areas shall his be graded beliefs planting In the Wowing mention.
A plaltli $malts firplantlng beds Jtall be !"helow sdJaoeat pm rod sMs and naowp
bemred,
B. Fimbh gredca for hydrow d aA sod lawn than be ["below 4a ant pave!
aurfacca. Orus will be nuah with top of cwbing.
C. AO padre &hill now smoothly Into one another end provide positive draltrage
(most artgfnrtr'a grodingPW) or tope$ Plan.
3.04 StslrbgandLayeut
Nowak &hall ccotntarxe on ins W )ation of plot nulttiola until staking and Ityout la verdned
and apprwcdby PL, Inc. or the ttotral contractor. Should landscape contractorchooselobegin
Imtalladon *tie approval, he dove to &t his own risk.
PL, ine, and tin lanai contractor reserve the privilego to adjust layout ofmatednls at Is
approprlate for each job.
3.03 PlentLaeadon
Set all tray,tbubsandpound covenseootdingtorpadngonPlano. Notify PL, rnaorthe
general conlra:eor of planting schedule and review plant location and layout rot final approval
beforeplantini. Piano InrtaRod without approval of PL, Iro, or the general contractor may
require replatBng at ltmdwrpe contractor's expenta
3Ad P1enWg
Anplantsslhallbopliplamcd. Hold plans Ineeotaofplswingpliaminimum of2••above
normal growirg position and bockf ll halfway with even blend of SOY. spedacd topsoil and 5o%
nadvowllandbam. Plea transplanter fenillmu«oommendedbymanufacturer around root
ban. Backfill to within K" of finish grade, nil hole with water and allow to wills, Btck011 to
nunesygruwndepthendfimasor. Apply "Otmweote'tosurface wound the perimeter ofplanl's
football. Finish grade at plants after planting and saWng then provide sufficient drainage away
from plant al oo parer theca Yr" pr fool. Soak root bane before planting. Prunebroken rods
did we H' or Rancor is dlwnatsr, Plant at &W timo platys us available and weather oonditlena
pwmiL If eoenlor is morbound, slash roost vordeally with, a sharp knife &long ousame of root
ban Y ar lerl Brae plater Iaofon plrtlnt. Rrcor& tall burlap old strinp tla ftmm root ball. got
Dssiga Da1alh Raewtn ems begs.
3.07 Promltq
No pruning shil ocau without the drat on -alto wpiir ilion ofPL, Inc. or she gmarel
contractor. Noexceptlons. Remove duntged and dad wood.
Us Biddep
Stake and guy all trees coed slobs which miybeeomo looswed or tipped fkm their propony
position duengthe first growing etuon. See Pl&ntlog Dete'lls.
UP MolaWg
Provide o11 placing beds with a uniform 2" layer of spedflod mulch over a property cleaned tad
graded rubsudict. Mulch shall be applied only after a final inspection and approval of PL, irc.
or the general contractor of plum locations and fatlllzer applications.
3.10 Losirabstallatlsn
Prepare son a spedfied In puap aph 3.02. pion of dot ton Lad compact to provide a fine
uniform finish grade that flows smoothly Into oil other traded arose and products Positive
drainage, ReavtvetULurfaadebdt%"ortstsa&rAdlspooeofftitL. Finish Video shall be
approved by PL, Inc, prior to Installation of end Apply 10.20.20 fertiliaa to the lawn bed at the
tit* of 20 pounis per 1000 SF. Wei soil before Ityles so& iuW1 sod to the all jolnu are tight
and smooth and alternate to a running bond fashion. The long edges of the end shall be told
pu&Ild 10 the mnioune and perpendicular to the #lope. After losWlotlon, sod thou be rotted to
provide a uniform surf" Landscape contractor than mowlawnonee,ten days after
Ina W Ittion.
3.11 Hydraared'areu
Pnpuo soil as rpocifled In paragisph 3,02. Float or drat and property compact to a fine uniform
grade. Remove all surfsoe rock and debrio larger than'%"diameter and dispose off site. All
Irides than itow smoothly Into one another and provide for positive drainage. Finish grades
shall be inapoc d and approved by PL, Ina or the Smas) contractor be" Installadon ofaced.
Molitm rood bed prior to hydrortoding. Follow supplla'a muniments spedfic&ilonr.
Hydroteed mix to be approved by PL, Inc. or the general contractor prior to lastallatiop
3.12 Irrigation
ProvWa aU matrW$ and tquiPmed and trutaU oulotatlo Inlgation systwrt to thOwn on Plana,
Upon eompledre of tysism, contractor shall pwromo a toil run otsystem with MI rt.ottere
trowal oontndor. If tneWutioe of sywm variu Oom plans, comrsaor "I pmvWs an a•
bulkplsnlodlaulegsay dautres,
113 FIaaIQ&antip .
to area WWI be maintained in a trot, odrly fuldon at all times. Prior to Pouf brpecdmn,
ranove all deeloriau materials and d*& from all oreu, sake wilily all planting area to an
even, Ens Breda wish am Jean sit bad surikes.
3.14 Site Admlelnrellan Sch,duls
Re•lew subgrrdes and drainage patterns left by the geead contractor and review
soopa of work with ,elected landscape contractor.
Review site prep root grades. Irrigation and mlsodlanaow rwmguctlon.
Rc,'Aw (migttion layout pr{a to ditches being Ailed In. Pru&me li ell system.
Review and Inspect plant materials upoo delivery.
Rmitw plamiog loyouu prior o tnalallation.
Find Inspection -renew an warrsndes and ant into moron.
Sm Abutnhedeta ten ha feu owed r- ibiUy.I»tmpclour 1,ous uctulrtd.lo
a, had u to Pj,Jnr, fora nail, visit a.
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ABBREVIATIONS
AAMA AMERICAN ARCHITECTURAL MANUFACTURER'S ASSOCIATION
ASSY ASSEMBLY
BE BRICK
CL CLOSET
CL CENTERLINE
CLR CLEAR
CO CASED OPENING
CONC. CONCRETE
CT CERAMIC TILE
CVG CLEAR VERTICAL GRAIN
DIA DIAMETER
D.S. DOWNSPOUT
EX. EXISTING
EM ELECTRIC METER
EQ EQUAL
FIN FINISHED
FFE FINISH FLOOR ELEVATION
FLR FLOOR
FDIC FURNISHED BY OWNER,
INSTALLED BY CONTRACTOR
FOS FACE OF STRUCTURE
GA GAUGE
GC GENERAL CONTRACTOR
GM GAS METER
MAX MAXIMUM
MFR MANUFACTURER
M.O. MASONRY OPENING
NIC NOT IN CONTRACT
0/ OVER
O.C. ON CENTER
OSCI OWNER SUPPLIED, CONTRACTOR INSTALLED
PT PRESSURE TREATED
PNT PAINT
RO ROUGH OPENING
SA SELF ADHERED
SAM SELF ADHERED MEMBRANE
SCH'D SCHEDULED
SD SMOKE DETECTOR
SLID SLOPE TO DRAIN
STRUCT. STRUCTURAL/STRUCTURE
T.O. TOP OF
UNO UNLESS NOTED OTHERWISE
VFY VERIFY
W/ WITH
WDW WINDOW
WE 13
WATER RESISTIVE BARRIER
SYMBOLS LEGEND
®
DOOR NUMBER
WINDOW NUMBER
DATUM
Q
WALL TYPE
EXHAUST FAN
®
SMOKE DETECTOR
DETAIL REFERENCE
'
EXTERIOR ELEVATION REFERENCE
INTERIOR ELEVATION REFERENCE
BUILDING SECTION REFERENCE
WALL SECTION
Norm
NORTH ARROW
WALL STORE W/HORN
CODE
COMPLIANCE
ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES
2015 INTERNATIONAL BUILDING CODE
2015 INTERNATIONAL EXISTING BUILDING CODE
2015 INTERNATIONAL MECHANICAL CODE
2018 UNIFORM PLUMBING CODE
2015 INTERNATIONAL FIRE CODE
2014 SEATTLE ELECTRIC CODE
2015 WASHINGTON STATE ENERGY CODE
WASHINGTON STATE AMENDMENTS
WAC 51-51 WASHINGTON STATE RESIDENTIAL CODE
WAC 51-52 WASHINGTON STATE MECHANICAL CODE
WAC 51-54 WASHINGTON STATE FIRE CODE
WAC 51-56 WASHINGTON STATE PLUMBING CODE
WAC 51-57 WASHINGTON STATE PLUMBING STANDARDS
WAC 51-11 WASHINGTON STATE ENERGY CODE
WAC 51-13 WA STATE VENTILATION AND INDOOR AIR
QUALITY CODE
WAC 296-46A SAFETY STANDARDS INSTALLING ELECTRIC
WIRES AND EQUIPMENT.
ACCESSIBILITY NOTES
1. ACCESSIBLE ROUTES SHALL BE PROVIDED FROM ACCESSIBLE PARKING,
PASSENGER LOADING ZONES AND PUBLIC STREETS OR SIDEWALKS TO THE
ACCESSIBLE BUILDING ENTRANCE. AN ACCESSIBLE ROUTE SHALL BE PROVIDED
TO EACH ACCESSIBLE PORTION OF THE BUILDING AND SHALL CONNECT EACH
ACCESSIBLE LEVEL. (IBC 1104)
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING
ENTRANCES WITH THE PRIMARY ENTRANCE OF EACH DWELLING UNIT AND WITH
THE EXTERIOR AND INTERIOR SPACES THAT SERVE THE UNITS. (IBC 1107.4)
3. CONTROLS, OPERATING MECHANISMS AND HARDWARE INTENDED FOR
OPERATION BY THE OCCUPANT, LOCATED IN ACCESSIBLE SPACES OR ALONG
ACCESSIBLE ROUTES SHALL BE ACCESSIBLE. (IBC 1109.13)
4. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES
SHALL BE TACTILE. (ICC A117.1.703)
5. DIRECTIONAL AND INFORMATIONAL SIGNS OTHER THAN BUILDING DIRECTORIES
SHALL CONTAIN VISUAL CHARACTERISTICS COMPLYING WITH (IBC 1111.2, ICC
A117.1)
6. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY. THESE AREAS INCLUDE, BUT ARE NOT
LIMITED TO. ACCESSIBLE PARKING SPACES (IF > 4). ACCESSIBLE AREAS OF
REFUGE, ACCESSIBLE ENTRANCES WHERE ALL ENTRANCES ARE ACCESSIBLE,
UNISEX TOILETS AND BATHING ROOMS. (ICC Al 17.1.703)
7. INTERIOR AREAS OF REFUGE AND EXTERIOR AREAS OF ASSISTED RESCUE
SHALL BE PROVIDED WITH TWO-WAY COMMUNICATION SYSTEM TO A CENTRAL
CONTROL POINT. IF CONTROL POINT NOT CONSTANTLY ATTENDED, AREA OF
REFUGE SHALL ALSO HAVE CONTROLLED ACCESS TO A PUBLIC TELEPHONE
SYSTEM. (IBC 1009.6.5)
9. REQUIREMENTS FOR DWELLING UNITS:
a. THE ACCESSIBLE PRIMARY ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE
FROM PUBLIC AND COMMON AREAS (ICC Al 17.1.1002.2). WITHIN THE UNIT, AT
LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ALL SPACES AND ELEMENTS
([CC A117.1.1002.3.1). THE ACCESSIBLE ROUTE SHALL HAVE A CLEAR WIDTH OF
AT LEAST 36 INCHES, EXCEPT THAT SEGMENTS LESS THAN 24 INCHES IN
LENGTH MAY HAVE A CLEAR WIDTH OF 32 INCHES. (ICC A117.1.403.5)
b. IN TYPE A UNITS, TURNING SPACES SHALL BE REQUIRED IN ALL ROOMS,
WITH THE EXCEPTION OF BATHROOMS IN A UNIT THAT ALREADY HAS AT LEAST
ONE BATHROOM MEETING ALL THE REQUIREMENTS OF ANSI 1003.11. TURNING
SPACE SHALL BE EITHER A CIRCULAR OR T-SHAPED SPACE. CIRCULAR SPACE
SHALL BE 60" IN DIAMETER. T-SHAPED SPACE SHALL FIT WITHIN A 60" X 60"
SQUARE, WITH THE WIDTH OF EACH ARM AND BASE 36" MINIMUM. (ICC
Al 17.1.304.3)
c. THE PRIMARY ENTRANCE DOOR TO ALL UNITS SHALL HAVE MANEUVERING
CLEARANCES COMPLYING WITH ICC A117.1.404.
d. CHANGES IN LEVEL OF 1/4" OR LESS ARE PERMITTED TO BE VERTICAL.
CHANGES IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A
SLOPE OF 1:2. THRESHOLDS SHALL NOT BE GREATER THAN 1/2" EXCEPT THAT
THEY MAY BE 3/4" AT EXTERIOR SLIDING DOORS. (]CC A117.1.303)
f. IN TYPE A UNITS, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND
RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, APPLIANCE CONTROLS,
OPERATING HARDWARE FOR OPERABLE WINDOWS, PLUMBING FIXTURE CONTROLS,
AND USER CONTROLS FOR SECURITY OR INTERCOM SYSTEMS SHALL BE
PROVIDED WITH A CLEAR FLOOR SPACE AND BE PLACED WITHIN ONE OF THE
REACH RANGES SPECIFIED IN ICC A117.1.308, THEY SHALL BE OPERABLE WITH
ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING
OF THE WRIST. THE MAXIMUM FORCE REQUIRED TO ACTIVATE THE PARTS SHALL
BE 5 POUNDS. (ICC A117.1.404.2.8)
g. IN TYPE B UNITS, LIGHTING CONTROLS, ELECTRICAL SWITCHES AND
RECEPTACLE OUTLETS, ENVIRONMENTAL CONTROLS, AND USER CONTROLS FOR
SECURITY OR INTERCOM SYSTEMS SHALL BE PROVIDED WITH A CLEAR FLOOR
SPACE AND BE PLACED WITHIN ONE OF THE REACH RANGES SPECIFIED IN ICC
Al 17.1.30B.
h. "CLEAR FLOOR SPACE" IS 30"X48" PER ICC Al 17.1.305.3.
I. OPERABLE PARTS SHALL BE PLACED BETWEEN 15" AND 48" ABOVE THE
FLOOR IN AN AREA WITH UNOBSTRUCTED FORWARD OR SIDE REACH. WHEN
THERE IS AN OBSTRUCTION OF 24" MAX WIDTH AND 34" MAX HEIGHT, THE
OPERABLE PARTS SHALL BE NO HIGHER THAN 46" ABOVE THE FLOOR. WHEN
THERE IS AN OBSTRUCTION OF 25' MAX WIDTH IN A SPACE ALLOWING A
FORWARD APPROACH, THE OPERABLE PARTS SHALL BE NO HIGHER THAN 44'
ABOVE THE FLOOR. (ICC A117.1.308.)
1. BATHROOMS REQUIRE CLEAR FLOOR SPACES, CLEARANCES AROUND, BETWEEN,
AND ADJACENT TO FIXTURES, REINFORCING FOR ORAO OARS, AND OTHER ITEMS
SHOWN IN THE DRAWINGS. THE CONTRACTOR OR OWNER SHALL NOT MAKE
DIMENSIONAL CHANGES TO ANY BATHROOM WITHOUT THE APPROVAL OF THE
ARCHITECT.
k. BATHTUB ENCLOSURES SHALL NOT HAVE TRACKS INSTALLED ON THE RIM OF
THE BATHTUB. (ICC A117.1.607.7)
1. KITCHENS REQUIRE CLEAR FLOOR SPACES, CLEARANCES AROUND, BETWEEN,
AND ADJACENT TO FIXTURES, APPLIANCES, CABINETS, COUNTERS AND WALLS,
AND OTHER ITEMS SHOWN IN THE DRAWINGS. THE CONTRACTOR OR OWNER
SHALL NOT MAKE DIMENSIONAL CHANGES TO ANY KITCHEN WITHOUT THE
APPROVAL OF THE ARCHITECT.
m.- IN TYPE A UNITS, WASHING MACHINES AND CLOTHES DRYERS REQUIRE A
CLEAR FLOOR SPACE, POSITIONED FOR PARALLEL APPROACH, CENTERED ON
EACH APPLIANCE. ALL OPERABLE PARTS SHALL COMPLY WITH ICC A117.1.309
INCLUDING THE REACH RANGES SPECIFIED IN ICC A117.1.308. TOP LOADING
MACHINES SHALL HAVE THE DOOR TO THE LAUNDRY COMPARTMENT 36" MAX
ABOVE THE FLOOR. FRONT LOADING MACHINES SHALL HAVE THE BOTTOM OF
THE OPENING TO THE LAUNDRY COMPARTMENT BETWEEN 15" AND 34" ABOVE
THE FLOOR.
n. IN TYPE B UNITS, WASHING MACHINES AND CLOTHES DRYERS REQUIRE A
CLEAR FLOOR SPACE, POSITIONED FOR PARALLEL APPROACH, CENTERED ON
EACH APPLIANCE. IF NECESSARY FOR GREATER ACCESSIBILITY, THE CLOSET
DOORS MAY BE REMOVED AND THE APPLIANCES MOVED FORWARD TO FLUSH
OUT WITH THE ADJACENT WALLS.
GENERAL NOTES
1. THE DRAWINGS ARE INTENDED TO ONLY PARTIALLY DESCRIBE THE SCOPE OF
WORK FOR THE PROJECT. ANY WORK NOT SHOWN HERE, BUT REQUIRED BY CODE,
OR THE SPECIFICATIONS, OR TO MAKE THE WORK COMPLETE, SHALL BE PROVIDED
AS PART OF THE WORK.
2. REFER TO THE LIST OF ABBREVIATIONS FOR COMMON ABBREVIATIONS USED IN
THE DRAWINGS. IF AN ABBREVIATION IS NOT ON THE LIST, OR NOT COMMONLY
USED, REFER TO THE ARCHITECT FOR CLARIFICATION.
3. IT IS THE INTENT OF THE DOCUMENTS THAT ALL WORK COMPLIES WITH THE
INTERNATIONAL BUILDING CODE, INTERNATIONAL MECHANICAL CODE, INTERNATIONAL
ELECTRICAL CODE, WASHINGTON STATE ENERGY CODE, INTERNATIONAL FIRE CODE,
WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE, AND ALL
APPLICABLE LOCAL, STATE, AND NATIONAL CODES AND ORDINANCES IN EFFECT AT
THE DATE OF PERMIT SUBMITTAL. NOTHING IN THESE DRAWINGS SHALL BE
CONSTRUED TO GRANT APPROVAL FOR ANY CODE VIOLATION. ANY ERRORS,
OMISSIONS, OR NON-COMPLIANCE WITH GOVERNING CODES SHALL BE BROUGHT
TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY.
4. BEFORE STARTING EACH PORTION OF THE WORK, THE CONTRACTOR SHALL
CAREFULLY STUDY AND COMPARE THE VARIOUS DRAWINGS AND OTHER CONTRACT
DOCUMENTS RELATED TO THAT PORTION OF THE WORK, AS WELL AS OWNER
PROVIDED INFORMATION, SHALL TAKE FIELD MEASUREMENTS OF ANY EXISTING
CONDITIONS RELATED TO THAT PORTION OF THE WORK AND SHALL OBSERVE ANY
CONDITIONS AT THE SITE AFFECTING IT. ANY ERRORS, INCONSISTENCIES OR
OMISSIONS SHALL BE REPORTED PROMPTLY TO THE ARCHITECT.
5. DO NOT SCALE THE DRAWINGS. THE CONTRACTOR SHALL USE DIMENSIONS
SHOWN ON THE DRAWINGS AND ACTUAL FIELD MEASUREMENTS. IF DISCREPANCIES
ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED AT ONCE.
6. DIMENSIONS ARE SHOWN TO THE FACE OF CONCRETE, FACE OF STRUCTURE AT
EXTERIOR WALLS, FACE OF STUD AT INTERIOR WALLS, CENTER OF WALL AT
EXISTING WALLS, AND CENTER OF OPENINGS, UNLESS DETAILED OR NOTED
OTHERWISE ON DRAWINGS. REFER TO THE ARCHITECT IF CLARIFICATION IS
NEEDED.
7. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THEY
OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL.
8. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY
ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN CASE OF DISCREPANCY,
REFER TO THE ARCHITECT FOR CLARIFICATION.
9. THE CONTRACTOR SHALL VERIFY THE DIMENSIONS REQUIRED FOR ALL
EQUIPMENT, APPLIANCES, FIXTURES, CABINETS, DUCTWORK, AND OPENINGS BEFORE
FRAMING BEGINS. THE CONTRACTOR SHALL COORDINATE WITH THE
SUBCONTRACTORS OF ALL TRADES TO VERIFY THE SIZES AND LOCATIONS OF
OPENINGS THROUGH THE FLOORS, WALLS, CEILINGS AND ROOFS FOR DUCTS,
PIPES, CONDUITS, AND EQUIPMENT. THE CONTRACTOR SHALL COORDINATE THE
LOCATION AND INSTALLATION OF WOOD BACKING, BLOCKING, FURRING AND
STRIPPING AS REQUIRED FOR THE INSTALLATION AND ATTACHMENT OF WORK OF
ALL TRADES.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SYSTEMS, INCLUDING,
BUT NOT LIMITED TO, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. WORK
SHOWN ON THE DRAWINGS IS INTENDED TO ILLUSTRATE THE GENERAL DESIGN
INTENT, SCOPE, AND LOCATION OF WORK. ALL WORK NOT SPECIFICALLY DRAWN,
BUT REQUIRED FOR A COMPLETE, LEGAL, AND FUNCTIONING SYSTEM, SHALL BE
PROVIDED AS PART OF THE WORK.
11. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS AND
GOVERNMENTAL FEES, LICENSES AND INSPECTIONS NECESSARY FOR PROPER
EXECUTION AND COMPLETION OF THE WORK, WITH THE EXCEPTION OF THE
MASTER USE PERMIT AND THE BUILDING PERMIT.
SOUND TRANSMISSION NOTES
1. AIR -BORNE SOUND: WALLS, PARTITIONS AND FLOOR/CEILING ASSEMBLIES
SEPARATING DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE
AREAS SHALL HAVE A SOUND TRANSMISSION CLASS (STC) OF NOT LESS THAN
50 (45 IF FIELD TESTED). PENETRATIONS OR OPENINGS IN CONSTRUCTION
ASSEMBLIES FOR PIPING, ELECTRICAL DEVICES, RECESSED CABINETS, BATHTUBS,
SOFFITS, OR HEATING, VENTILATING OR EXHAUST DUCTS SHALL BE SEALED,
LINED, INSULATED OR OTHERWISE TREATED TO MAINTAIN THE REQUIRED STC.
UNIT ENTRY DOORS SHALL BE TIGHT FITTING TO THE FRAME AND SILL. UNIT
ENTRY DOOR ASSEMBLIES SHALL HAVE A STC OF NOT LESS THAN 28. IBC
1207.2.
2. STRUCTURE -BORNE SOUND: FLOOR/CEILING ASSEMBLIES SEPARATING
DWELLING UNITS FROM EACH OTHER OR FROM PUBLIC OR SERVICE AREAS
SHALL HAVE AN IMPACT INSULATION CLASS (ICC) RATING OF NOT LESS THAN
50 (45 IF FIELD TESTED) PER IBC 1207.3
PROJECT SCOPE:
FOUR NEW ACCESSIBLE DOUBLE OCCUPANCY MEMORY CARE UNITS
PROJECT TEAM:
PROPERTY OWNER:
NORTHWEST CARE SENIOR LIVING
188B7 STATE HWY 305. SUITE 700
POULSBO, WA 98370
206-842-0929
CONTACT: TOM JOHNSTON: tjohnston0norihwesicare.co
ARCHITECT:
WRIGHT ARCHITECTURE
3802 29TH AVE W
SEATTLE, WA 98199
206-285-7167
CHARLES WRIGHT: aharles0wrightarch.com
CONTRACTOR: TBD
FACILITY CONTACT:
MARY SHEPARD, ADMINISTRATOR: 425.673.2075, mary0rosewoodcourte core:
JOE BROWN, ENVIRONMENTAL SERVICES: )brown0rosewoodcouria.com
STRUCTURAL ENGINEER:
TBD
MECHANICAL ENGINEER:
TBD
ELECTRICAL ENGINEERS;
TBD
CIVIL ENGINEER:
TBD
PROJECT INFORMATION:
PROJECT ADDRESS: 728 EDMONDS WAY, EDMONDS. WA 9BO20
LEGAL DESCRIPTION: SEC 25 TWP 27 RGE 03 - TH PTN OF SW1/4 SE1/4 SW1/4
DAF - BAAP ON W LN OF SO SW1/4 SE1/4 SW1/4 60.6FT N OF SW CDR TH
CONT NOO'53'OO"E ALG W W 347.52FT TH N68'05'00"E 148.31FT M/L TAP ON
WLY LN OF SSHNO 1-W TH S39'05'00"E ALG SO WLY LN 281.36FT TH
S60'00'0o"W 367.74FT M/L TO POB EXC TH PTN CONVYD TO ST OF WA BY
DEED AF NO 2160191 & 2181895 PER CITY OF EDM BLA #'L.L-99-94 REC AF
NO 200001315001
SNOHOMISH COUNTY ASSESSOR'S TAX ID #: 252703-060, 252703-3-061
PARCEL: 27032500306000
ZONING: BP
LOT AREA: 1.66 ACRES (APPROX 72,036 SF)
EXISTING LOT COVERAGE: 17,400 SF
PROPOSED LOT COVERAGE: 18,970 SF
CONSTRUCTION TYPE: V-B (S1)
ONE STORY
OCCUPANCY: MEMORY CARE, GROUP 1-1, CONDITION 2
ALLOWABLE AREA RELATED TO OCCUPANCY:
17,440 EXIST AREA + 1.650 PROSED NEW AREA =
19,050 SF PROPOSED BUILDING AREA
18,000 SF ALLOWED PER 2015 IBC TABLE 506.2
ALLOWABLE AREA INCREASE DUE TO FRONTAGE PER IBC 506.2 = 21.780 SF
PROPOSED AREA ALLOWED, REFER TO SHEET AO.4 FOR CALCULATIONS
SHOP BUILDING; U OCCUPANCY CLASS
ONE STORY
TYPE V-B CONSTRUCTION (NS)
5,500 SF ALLOWABLE AREA
UNIT COUNT: 13 EXISTING SINGLE OCCUPANCY (13 BEDS)
16 EXISTING DOUBLE OCCUPANCY (32 BEDS)
4 PROPOSED DOUBLE OCCUPANCY (B BEDS)
33 TOTAL UNITS PROPOSED (53 TOTAL BEDS)
PARKING: 53 BEDS/(1 SPACE/3 BEDS) = 17.7 = 18 SPACES
14 EXISTING SPACES AT B'-6" X 18'-0"
23 EXISTING SPACES PROVIDED, NO ADDTIONAL SPACES REQUIRED
ACCESSIBILITY: 10% OF MEMORY CARE UNITS ARE REQUIRED TO BE ADA
ACCESSIBLE, 2015 IBC 1105.5.1.1
4 ACCESSIBLE MEMORY CARE UNITS REQUIRED
6 EXISTING TYPE A ACCESSIBLE DOUBLE OCCUPANCY
MEMORY CARE -UNITS PROVIDED. 4 ADDITIONAL TYPE A
ACCESSIBLE UNITS PROPOSED FOR TOTAL OF 10
OCCUPANT LOAD:
INSTITUTIONAL: SLEEPING ROOMS
BUSINESS: COMMUNITY ROOM, 530 SF (2015 IBC, 303.3.2.2)
OFFICES 600 SF
KITCHEN 780 SF
SUBTOTAL 1,910 SF
73,201/200 = 366 (2015 IBC TABLE 1004.1.2. RESIDENTIAL)
EXISTING AND NEW FIRE SPRINKLERS, NFPA 13
SPRINKLER SYSTEM AND FIRE ALARM REVISIONS PERMIT DEFERRED
2015 IEBC COMPLMNCE MLii$2Q: PERSCRIPTIVE
ALTERATIONS COMPLY WITH IEBC 403.
ACCESSIBILITY COMPLIES WITH IEBC 307 AND 410.
SHEET INDEX
AD.1 COVER SHEET
AO.2 PROJECT INFORMATION
A0.3 EXIT DIAGRAM
A0.4 ALLOWABLE AREA CALCULATIONS
SITE PLAN/SURVEY
A1.1 SITE PLAN
A2.1
FLOOR PLANS
A2.2
ENLARGED FLOOR PLANS
A2.3
ROOF PLANS
A2.4
ENLARGED ROOF PLANS
A2.5
REFLECTED CEILING/LIGHTING PLANS
A3.1
BUILDING ELEVATIONS
A3.2
ENLARGED BUILDING ELEVATIONS
A4.1
BUILDING SECTIONS
A5.1
WALL SECTIONS
A6.1
DETAILS
A7.1
WALL TYPES
A/.Z
WINDOW ULTAFLS
A7.3
DOOR DETAILS
A8.1 SCHEDULES
A9.1 INTERIOR ELEVATIONS
VICINITY MAP:
EDMON
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SOUN'
WRIGHT ARCHITECTURE
3602 29 TH AVENUE WEST
SEATTLE WASHINGTON 98199
charI,,@wrighIorch.com 206.285-7167
9023 F RLC6TERTTI
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CHARLES C. WRIGHT
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FIRE PROTECTION SYSTEMS
WRIGHT ARCHITECTURE
1. AN AUTOMATIC SPRINKLER SYSTEM MEETING THE REQUIREMENTS OF
SECTION 903.3.1.1 FOR NFPA 13 SPRINKLER SYSTEMS SHALL BE INSTALLED
THROUGHOUT. QUICK —RESPONSE SPRINKLERS SHALL BE INSTALLED IN ALL
DWELLING UNITS. SPRINKLER SYSTEMS PROTECTING DWELLING UNITS SHALL BE
WET PIPE SYSTEMS PER IBC 903.3.2.
2. THE SPRINKLER SYSTEM SHALL BE MONITORED BY A CENTRAL STATION
3. FIRE HOSE THREADS USED IN CONJUNCTION WITH AUTOMATIC SPRINKLER
SYSTEMS AND STANDPIPE SYSTEMS SHALL BE COMPATIBLE WITH FIRE
DEPARTMENT HOSE THREADS. IBC 903.3.6 6 905.1.
4. STANDPIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH SECTION
905. NFPA 14, AND RULES PROMULGATED BY THE BUILDING AND FIRE CODE
OFFICIALS.
5. CLASS I STANDPIPES SHALL BE PROVIDED THROUGHOUT. HOSE
CONNECTIONS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: AT EACH
INTERMEDIATE LEVEL BETWEEN FLOORS IN EVERY STAIRWAY; AT EACH SIDE OF
THE WALL ADJACENT TO A HORIZONTAL EXIT OPENING; IN EVERY EXIT
PASSAGEWAY AT THE ENTRANCE INTO OTHER PARTS OF THE BUILDING; ON THE
ROOF ADJACENT TO STAIR OPENINGS; OTHER REMOTE LOCATIONS AS SPECIFIED
IN IBC 905.4. STANDPIPE LOCATIONS SHALL BE VERIFIED WITH THE BUILDING
AND FIRE CODE OFFICIALS PRIOR TO INSTALLATION.
6. STANDPIPES SHALL BE INTERCONNECTED IN ACCORDANCE WITH NFPA 14.
IBC 905.4.2. STANDPIPES SHALL RAVE ISOLATION VALVES AND SHALL HAVE A
TWO—WAY FIRE DEPARTMENT CONNECTION VISIBLE AND ACCESSIBLE FROM THE
STREET NEAR THE SPRINKLER SYSTEM FIRE DEPT. CONNECTION.
7. THE OWNER SHALL BE RESPONSIBLE FOR PRODUCING A FIRE EMERGENCY
GUIDE. THIS GUIDE SHALL DESCRIBE THE LOCATION, FUNCTION AND USE OF
FIRE PROTECTION EQUIPMENT AND APPLIANCES ACCESSIBLE TO RESIDENTS,
INCLUDING FIRE ALARM SYSTEMS, SMOKE ALARMS, AND PORTABLE FIRE
EXTINGUISHERS. THE GUIDE SHALL ALSO INCLUDE AN EMERGENCY EVACUATION
PLAN FOR EACH DWELLING UNIT. THE EMERGENCY GUIDE SHALL BE REVIEWED
AND APPROVED BY THE FIRE CODE OFFICIAL. A COPY OF THE EMERGENCY
GUIDE SHALL BE GIVEN TO EACH TENANT PRIOR TO INITIAL OCCUPANCY. IFC
408.9.
B. FIRE EXTINGUISHERS WITH A MINIMUM 2—A RATING SHALL BE LOCATED
WHERE SHOWN ON PLANS, AND SUCH THAT NO AREA IN THE BUILDING IS
MORE THAN 75 FEET TRAVEL DISTANCE FROM A FIRE EXTINGUISHER. THE FIRE
EXTINGUISHERS SHALL BE LOCATED IN CONSPICUOUS LOCATIONS ALONG
NORMAL PATHS OF TRAVEL. THEY SHALL NOT BE OBSTRUCTED OR OBSCURED
FROM VIEW. IN RESIDENTIAL CORRIDORS, FIRE EXTINGUISHERS SHALL BE
HOUSED IN UNLOCKED CABINETS. IN GARAGES, FIRE EXTINGUISHERS SHALL BE
MOUNTED ON SECURE HANGERS OR BRACKETS. IFC 906. SEE FLOOR PLANS
FOR LOCATIONS.
9. A SINGLE, MANUAL AND AUTOMATIC FIRE ALARM SYSTEM SHALL BE
DESIGNED, INSTALLED, AND MAINTAINED IN ACCORDANCE WITH THE
REQUIREMENTS OF IFC SECTION 907 AND NFPA 72.
10. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: ON
THE CEILING OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE
IMMEDIATE VICINITY OF BEDROOMS, IN EACH ROOM USED FOR SLEEPING
PURPOSES, AND IN EACH STORY WITHIN A DWELLING UNIT. SMOKE ALARMS
WITHIN AN INDIVIDUAL DWELLING UNIT SHALL BE INTERCONNECTED SUCH THAT
THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE
INDIVIDUAL UNIT. IFC 907.2.10.
11. SMOKE ALARMS SHALL BE POWERED BY THE BUILDING'S WIRING AND
ALSO BE EQUIPPED WITH A BATTERY BACKUP. IFC 907.3.2.3.
12. MANUAL FIRE ALARM BOXES SHALL BE LOCATED NOT MORE THAN 5 FEET
FROM THE ENTRANCE TO EACH EXIT AT EVERY FLOOR LEVEL. THE TRAVEL
DISTANCE TO THE NEAREST BOX SHALL NOT EXCEED 200 FEET. THE HEIGHT
TO THE ACTIVATING HANDLE OR LEVER OF THE BOX SHALL BE BETWEEN 42
AND 48 INCHES ABOVE THE FLOOR. IFC 907.4.
13. ANNUNCIATOR PANELS SHALL BE LOCATED INSIDE THE BUILDING AT THE
MAIN ENTRANCE. ALARM PANELS AND ANNUNCIATORS SHALL NOT INSTRUCT
EXITING. IFC 907.8.1.
14. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN
PUBLIC AND COMMON AREAS. ALL DWELLING UNITS SHALL BE PROVIDED WITH
THE CAPABILITY TO SUPPORT VISIBLE ALARM NOTIFICATION IN ACCORDANCE
WITH ICC/ANSI 117.1. AUDIBLE ALARM NOTIFICATION SYSTEMS SHALL HAVE A
DISTINCT SOUND AND SHALL BE LOUD ENOUGH TO PROVIDE A
SOUND —PRESSURE LEVEL AT LEAST 15 DECIBELS (DBA) ABOVE THE AMBIENT
SOUND OR 5 DBA ABOVE THE MAX SOUND LEVEL. IFC 907.10.
15. THROUGH PENETRATIONS IN FIRE —RESISTANCE —RATED WALLS SHALL BE
PROTECTED. THEY SHALL BE INSTALLED AS TESTED IN AN APPROVED
FIRE—ORESISTANCE—RATED ASSEMBLY OR PROTECTED WITH AN APPROVED
PENETRATION FIRESTOP SYSTEM. IBC 714.3.1. REFER TO SHEET A7.1 FOR
DETAILS
16. PENETRATIONS OF A FLOOR, FLOOR/CEILING ASSEMBLY OR THE CEILING
MEMBRANE OF A ROOF/CEILING MEMBRANE SHALL BE ENCLOSED BY SHAFTS IN
ACCORDANCE WITH SECTION 707 OR PROTECTED IN ACCORDANCE WITH IBC
SECTIONS 713 AND 714.4.
17. OPENINGS IN FIRE —RESISTANCE —RATED WALLS SHALL BE PROTECTED, AND
SHALL COMPLY WITH THE TESTING, INSTALLATION, AND LABELING REQUIREMENTS
OF IRC 715 AND NFPA 80.
IS. PENETRATIONS BY AIR DUCTS AND AIR TRANSFER OPENINGS IN
FIRE—RESISTANCERATED ASSEMBLIES SHALL COMPLY WITH IBC SECTION 716.
19. FIREBLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED
LOCATIONS AS SPECIFIED IN IBC 71B. ACCEPTABLE FIREBLOCKING MATERIALS
ARE DESCRIBED IN 718.2.1. FIREBLDCKING SHALL BE INSTALLED IN STUD
WALLS, INCLUDING FURRED WALLS, VERTICALLY AT THE CEILING AND FLOOR
LEVELS, AND HORIZONTALLY AT 10' INTERVALS. FIREBLOCKING SHALL ALSO BE
INSTALLED AT CONNECTIONS BETWEEN VERTICAL STUD WALL SPACES AND THE
HORIZONTAL SPACES CREATED BY A SERIES OF JOISTS; AT CONNECTIONS
BETWEEN VERTICAL AND HORIZONTAL SPACES AT SOFFITS, DROPPED CEILINGS,
ETC; AT CEILING AND FLOOR OPENINGS AROUND PIPES, DUCTS, ETC; BETWEEN
EXTERIOR WALL FINISHES AND ARCHITECTURAL TRIM. IBC 718.2.3.
DRAFTSTOPPING IN FLOOR AND ATTICS, IBC 718.3, 718.4
20. REFER TO EGRESS NOTES, INTERIOR ENVIRONMENT NOTES, DOOR NOTES,
WALL TYPES, AND DETAILS FOR ADDITIONAL REQUIREMENTS RELATED TO
FIRE —RESISTANCE RATED CONSTRUCTION.
3002 29 TH AVENUE WEST
SEATTLE WASHINGTON 98199
churIe @w Ighrarrhsn 206.285.7167
9023 REGISTERED
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WRIGHT ARCHITECTURE
3802 29 TH AVENUE WEST
SEATTLE WASHINGTON 98199
rh,,I,,@wrighta h — 206 285.7167
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3802 29 TH AVENUE WEST
SEATTLE WASHINGTON 98199
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9023 REGISIMM
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