HomeMy WebLinkAboutREV2026-00020 - BLD CD Environmental Health Review - 3/25/2026 3c3 0.'5O - oion—,
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Standards-Abbreviations Standards-General Standards-General Standards-Exterior Deck and Patio
Pro Bct Information
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FVI Mh Pa, Standards-Code Notes a,d operrLM •S Nrnrr old erd tifdd d>,,r assartt4aL
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(fLLC. NOT
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mar 6)72 ln:erior fn'stns 10 10,0.a Class B rsra spread ring in axarda'QI - h ra,sgL Grovel Snow Load 25 PSF
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-- -- — PROPOSED 1000GAL,PUMP CHAMBER(PUMP EL.-98.0)
FPROPOSEDiNUWA'rER BN IlIIIliIlIlIDa 270.49 sq ft o --(if
_l~
TANKS,RINGS,RISERS I `'off) o PROPOSED TRAFFIC BARRIER
II I
PROPOSED STUB( PROPOSED S UC f1tt1/
EH Setbacks EH APPROVED
TRTURE )
0 1 I _ Applicant/Owner assumes all responsibility if On-site Sewage Components are
1,344/sq Z
bLWTiEADWORKS(SEEDEE LPG 2) encumbered. Rhonda Thompson 03/25/2026
I ' LUUIIJJJJIr V A.) Drainfield requires a 10ft setback from all footing/foundations.Reserve requires
C7 ' ' 5ft min from deck footings to ' a 5ft setback from deck footings with WA12026-00019.
DRIP R/A 600FT2
reserve with WA12026-00019 i i I ) 4102 Qa B.)Septic tank(s)requires 5ft setback from all footing/foundations.
[ f t ) 1+i C.)No foundation/Perimeter Drains within 30ft,down gradient of Drainfield/
L-------------------------- J U Reserve area.
—5°G � D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within 50ft,down
ascia 42
Fascia to F ' � ' 0
/ > gradient of Drainfield/Reserve area.
E.)Use approved mitigation from section C1-9 of the department of ecology's
'Criteria For Sewage Works Design,"when sewer transport lines are within 10ft of
�'4o'-1'PvcTIGHTLINE(SCH4o)-SUPPLY/RETURN 5 1 U water supply lines.
101
5 \5 100
0
\ f o�
'55 » ' Page Index
f \ / U La Title
RBM IS GROUND EL.Q PROPERTY CORNER(RBM=100.0) G-1 General Plot and Project
U A-1 Floor Plan
rU. A•2 Fenestration0vervie'n
- A-3 Elevations 1
O \
et�Y("(ne A-4 cross Sections
w \\ 1 prop A-6 Roof PlanCabinet
G'�ules
IL A•7 Deta,7s
_ � W Fr-1 EIQC Gtr{ ,lJ
' 1
Standards-Abbreviations Standards-General Standards-General Standards-Exterior Deck and Patio
Project Information
9 at Contractor Shall veri that site conditions are consistent with these plans Duties of the special inspector include,but are not limited to: 1.Stair risers shall be 7-314'max.Stair beads shall be 10"min. Scope Of Work NEW CONSTRUCTION
A Ancho or nab ty p p P DOUG&T
before starting work Work not specifically tlelailed shall ha constructed to Observe the work far conformance with the approved permit drawings and 2.Height of handrails shall be within 34 inches to 38 inches above noising.
AB. Abovor Bolt the same quality as similar work that is detailed,All work shall be done in specifications.Bring disvepancias to the immediate attention of the IRC R11 .7.1 Job Info Name DOUG&TAMMY DEVLIN
A.F.F. Above Finish Floor accordance with international building codes and local codes, general contractor for building official. 3.Handrail extends continuously from top to bottom riser and terminates at and Address 80 N AYOCK BEACH DR
AF,G, Above Finish Grade Furnish Inspection reports for each Inspection to the building official, newel posts or returns to walls.IRC R 311.7.7.2 Input LGliwaup WA 98555
BLKG Blocking Written dimenslons end specific notes shag take precedence aver scaled architect,engineer,general contractor and owner in a timely manner, 4.Provide 1-1/2 inches space between wall and handrail.IRC R311.7.7.2 APN 323035001027
BM. Beam dimensions and general notes.The engineer/desi her shall be consulted Submit a final report slating whether the work re ecial ins tion 5.Handrails shall have a 1-1/4 l0 2inch ble cross section with no
B.O. Batton OI9 9 rmaing sp ppr gripe Climate Zone 4C
C.I. Contractor Installed sot shown,
d cr if son conditionsareu are encounteredns or that are, different than was inspected,and spacer the work is in conformance with the approval sharp. h corners.IRCckR311.7.7.3 shell
C Contractor Furnished shown,itdiscrepanciesrhof are(bans or the plans ntnotes,or if a i question permit drawings and specifications. 6.The guardrails pickets shall be spaced such that a 4"diameter sphere
C.F.LR Clear over the Intent of the plans or notes.Contractor shall verify and is cannot pass through.IRC 8312.1 and R312.3
CLNG. Ceiling arises responsible far all dimenslons(including rough openings). Duties of the general contractor Include,but am not inc/tad to: 7,42"min gua'abo are required when top offinish surface is equal to or
CONT. Continuous Notify special inspector that work is ready for Inspector at least 24 hours greater than 30"above grade. Lot Analysis
COL. Column Each bedroom to have a minimum window opening of 5.7 sq.Ft.With a before the Inspection is required. B.All gumming,shall resist a 200 to load applied In any direction along any y
DIA Diameter minimum width 01 20 in.And a sill less than 44'above fin.Flt. Maintain access to work requiring special inspection until it has been point of the top rail,IRC Table 8301,5 Descri Uon Area
DEf. Detailbserved and indicated to be in conformance by the special inspector and STRUCTURE 1,34415g'
D.F. Douglas Fir All glazing within 18 in,ClOf the floor and/or within 24 in.Of any floor appmvetl by the building official. DECK 2401s0'
(regardless of wall plane)are to have safely glazing,All glazing within 60 Provide the spacial inspector with access to approved permit drawings antl DRIVEWAY 270.5Is'
DBL. Double In.Of Nb or shower goer,60 in.Df a stair lender ter than 9 s afaattond at theab ails, Standards-Glazing TOTAL
(E) Existing feet are to have safe 9 or g quare pp
/
EA. Each Safety glazing Maintain Job-site copies clot reports submitted by the special inspector:
EQ. Equal Skylights are to be lazed with ternGlazing in the following locations shall be safety glazing conforming to the
9 pared glass on outside and Iaminatetl
E.W Each Way (unless taxi lads.Glass to have maximum dears an human impact loads of section 8308.3(see exceptions)(R308.4):Fixed
glass h.the inside p g ) p Standards-Code Notes p pane g Design Loads
FIN Finish Af ee im,And frame is to be attached to a 2x curb with a minimum of 4 in. and i loan
dal hoed or operable
and a-fold door Ira
door where Load T e Load
FT Footer Feet 1)Al vapor barrier joints.edges,punctures and penetrations to be sealed the nearsl vertical edge Is within a 24-Inch aloof either vertical edge of Attic Dead Loads 10 PSF
HDR Header Al tub and shower endcsures are to be glazed with safety glass. with vapor tape to to=a continuous vapor barrier. the door Ina dosed posi0on and whose bottom edge is less than 60 It Live Loads(Uninha bit able,Limttetl
HT Height hes above the floor or alking surface. 20 PSF
2)Seal entire perimeter at each window unit with insulation c w
and vapor 0,0001
JOT Joistazing in an individual fixed or operable panel that meats 00 01 the
AlAll exlarior wintlow,are to be double glazed 121 all exterior doors are to barrier, g con Able Live Loads Uninhabitable Na Slora a 10 PSF
MAX Maximum be solid core with locking devicng,Provide 1/2 in.Deadboll locks on all 3)Flashin lobe Installed at of exterior openings.including window antl followin tlel an Floor Dead Loads 15 PSF
gpen watrppose pane grea q M.B. Machine Boll emcaldoors,and locking pewcese all doors and wintlow,within to io door need and sills and shall be de rush lobe waterproof. Bx d area of an In 18Incl lee than.square feel. Floor Live Loads Balconies and Decks 60 PSF
M IN Minimum vertical f de.Provide Bopom edge less than 36 inches above the floor.
MTD Mounted ( )o ilia peephole 54681n.Above fn.Floor on exterior 4)All wall sudaces era to be matle gush antl smooth prior Io painting or Top edge greater than 361nches above the floor. Floor Live Loads.Lavin Sac 40 PSF
entry doors. i Insulate of wells,walls
Floor Live Loads Sloe in Areas 30 PSF
N.I.C. Not In Contract 5/Insulate
Insulate all Roots,wa end ceilings din bathrooms for sound. One or mare walking sudaces within 36 inches horizontally of the glazing. Floor Live Loads:Stairs 40 PSF surmun g
(N) New Provide one smoke detector in each room and one in each corridor 6)Al interior finishes to have a Class B game spread rating in accordance Glazing in railings. Ground now Load 25 PSF
NOM Nominal access ing bedrooms.Connect smoke detectors to house power and inter- with IBC. Glazing in enclosures for or walls facing hot tubs,whirlpools.saunas, Roof Coed 15 PSF
N.T.S Not To Scale connect,make detectors to house power and Interconnect so that,when 7)Bathroom shower and tub/shower walls shall have a hard,smooth,and steam rooms,bathtubs and showers where the botom edge of the glazing Roof Live 20 PSF
O/ Over n one is bi ed,the 11 will sound.Provide batte backu for ail units. nonabsorbent surface,Wall finish underl Ito be fber cement board is less than 60 inches measured veNcally above any standing or walking
a y pp y ry p ymen
O/A Outsid or Fren toe eheight efght aboverye drain t inlet. surfzne.
O.F, Outside er Provide combustion air vans(ml screen and back damper)for gas fire- 8)French doors,sidelights and skylights to be tempited safely glass in Glazing in walls and fences adjacentot indoor and outdoor swimming
O.C. On Center place and an that a pools,hot tubs and spas where the bottom edge of Ne glazing is less than
y o pp.iances with an open game, conformance with IRC 8308.4 to indutle huh not limited lo: 5 Energy Credits it wire
O.I. Olvner Installed fig inches aboven walking surtace end withins es,measured
WIndogs eats O tlOn Credit
OPP. Opposite Bathrooms and utGlto be vented lathe outside with a fan b.Wlntlowshorizontally antl in a straight line,of the waters edge.
y scene are greater tjacnt to ft loser than bshthe noonq 3,p
PL. Plate or Property line capable of producing a minimum of 5 air exchanges per hour. a Glazing in walls etljacent showers or bathtubs that am within 60"0t Glaring where the bantam exposed edge of the glazing Is less than 36 5.6 2.0
PLY. Plywood inches above Me plane of the atljacenl walking suraw of stairways,
the oars enfloor
PTO. Painted Range hoods are also to be vented to the outside. d.Doors and panels of shower and bathtub enclosures Glazing
landings ad/aced
lights ningstabs and ramps,
PT. Pressure Treated 9)Fireplaces to have spark arrestors antl appmvetl damper,Provide Glazing adjacent to the landing at the bottom eta stairway where the
REINF Reinforced Electrical receptacles in bathrooms,kitchens and garages shall be DPI Cr minimum 2"clearance from combustible material.AG fireplace surrounds glazing Is less than 36 Inches above the landing and within 60 inches Standards-Disclaimer
RET Retaining GFCI Per national eIectr;ml code requirements. end hearth to be non-cembusfible materials such as marble,granite or horizontally of the bottom thread.
R.O. Rough Opening Ce Skylights and sloped glazing shall comply with section 8308.6.
RWD Redwood is file.
S.F. Square Feel Insulate all access doom'hatches to crawl spaces and antis to the 10)Locate building address to be clearly visible from me adjacent public To the best of our knowledge these plans are drawn to comply with
equivalent rating of the all.floor or ceiling through which they penetrate, right of way or street.4"high.1/2'stroke width letters and/numbers in owners co dl or builders specifications and any changes made an them
A S.S Sea Structural Drawings Una on plans. contrasting color par AC R 319. after prints are made on be done at the owners and I or builders expense
SHTG Sheathing Ceiling R-60 and responsibility.The PNW BUILT INC shall verify all dimensions and
SHT. Sheet Walls R-2015 or 13110 enclosed drawing.BRADLEY EISOLD is not liable for errors once
SIM. similar Floors R-30 construction has begun.While every effort has been made jn the
Sim square Standards-Mechanical Applicable Codes preparation of this plan to avoid mistakes,the maker can not guarantee
STO. Standard Provide crawlspace venting to meet the requirements of the 2021 against human error.The PNW BUILT INC of the lab must check all
STE Similar To 'sting Edition of the IRC dimensions and other details prior to construction and be solely
STR Structural 1.161 environmental air ducts shat be a minimum 01 3'Irow any openings 2021 International Building Code responsible thereafter.
T.B.D. To Be Determined Provide sI,.doors,windows,operable skylights,or ethe vents,into the building 2021 Residential Building Code
spec/at Loth 21 tuilding Cooe.ing and compliance g ryers,bath and utility exhaust 2021 Washington State Energy Code T.B.R. To Be Removed procedures accortlin l the 2021 Builtlin Code. 2.When dalThese .deoelo and the proprietary eo 0 and properly of BRADLEY
g o g pro pe
T.O. Top of 2.Where a furnace is located in the attic,provide the fallowing: 2021 International Mechanical Code EISOLD,developed for the exclusive use of the named,PNW BUILT INC
TYP. Typical S l ins t r I f b demonstrate cam t a.30'x 30'attic access 2021 International Fire Code
U peca pot a qua i ins'ens: of ence,to the named on the permit doaments.Use of these drawings and concepts
V.I.F. Verify in Field satisfacgon of the buldin. ffidal,far inspection the rtiwlar P.
of b.30'x 30'dear working area in Iran(of furnace 2021 International Wiltlli(e Urban Interface Code
g apna type contained the m ywithoutbject wrto a permission of BRADLEY EISOLD is
W/ With onslm bee
arc In question.Prior lathe beginning of consW[lion, c.d,Solid 24"wide platform path from the access point to the furnace 2021 Uniform Plumbing Code prehlbtted and may subject you to a claim.
W,O. Where Occurs r fu Provide a light future antl t permanent convenience butel al the
renew the pedal inspection requirements nth the[tors.t,engineer,
UJ W/O Without building official. urnace.Locate light rnitd a access opening ry precautions to remove or of being items of
C/)+ value to d reused and/or savetl,which may be in danger of being
+ Q damages lue to the construction process.Homeowner should discuss
any Items loon near the work zone with Designer andfar Contractor to
SCALE-1"=20 -0" in IL a„use they am removed or protected. ated to n s er part o e
protecting all phou All pets e p etl be Iswhich to ofonhbrpart or the house
12' DECK 21 -11"+SETBACK antempote pyhectetl afftud noises an egeip,,nL eOerfar the
imals)to protect from loud noises and equipment
8't
- PROPOSED 1000GAL,PUMP CHAMBER(PUMP EL.-98.0)
______________________� - _ O � /��TANKS,RINGS,RISERSANDLIDSTOBEH2ORATED
PROPOSED�IUWATER BN� a 270.49 sq ft
iv TANKS,RINGS,RISERS? 1.11111 "o ) ojf PROPOSED TRAFFIC BARRIER
PROPOSED STUB( I -
j II I
PROPOSED STRUCTURE iiIILU1LWo 1,344/sq' _ !
HEADWORKS(SEE DE L PG 2) U
II !
60OFT2 DRIP R//A 0102 m
( , 4 5% - t--Fascia to Fascia 42' / !
40'-1r PVC TIGHTLINE(SCH40)-SUPPLY/ —' 1
I I
101
\ \ n\o 100
Page Index
\ La el Title
\ RBM IS GROUND EL @ PROPERTY CORNER(RBM=100.0) G-1 General Plot and Project
A-1 Floor Plan
F, ; A-2 Fenestration Overview
A-3 Elevations 1
O
m P L,ne A-4 Cross Schedules
n Sections
(O00 '1
1 A-6 Roof Plan\
W l A-7 Details
u Y
~ W
E-1 Electrical
n Prod Plot Plan
i\ I 'I W12 3°6•
I RH Hinged W12 3°6'
RH Hinged
In __
_T———————————————————————————————Ti _—_ _—_
Proposed North Elevation Proposed South Elevation
Scale:1/4"=1'-0"
Scaled/4"=1'-0"
Hi -I Ritl a
30.3'___ __ fl12
0 m PI to
24.2'
�Im W13
RO 74"x 63" �
H ____
Nlm
To S bl 2 tlFoo
15.1'
To of late-1st Roor
14'
W74
RO 219°x171"
vr��-
80 Ayock
__ ___ UDUD DUDU . . __________
Ton of S ab-Garage
—
Botlom of FOot In d%
______________________________ _ I
Proposed East Elevation
Scale:1/4"=10" Proposed West Elevation