HomeMy WebLinkAboutBLD07-079PERMTT # tsuo o'7 - 07 q
SCOPE OF WORK:
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
DATE RECEIVED a5
DATE ACTION INITIALS
D ENTERED INTO CHET FtntLlr
CA - to Planning - No evidence I
CHECKED FOR COMPLETENESS
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ReceiptNunber, m
ADM07-001 989800052 Appeal of an Administrative-Decisio $200.00
Total:
$200.00 $0.00
$200.00
CHECK 10s91 $ 200-00
Total $200.00
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genprntrreceipts Page 1 of 1
Gommercial Building Permit Application
F Applications accepted by mail must include a check for initial plan review fee of $150
F See the "Commercial Building Permit Application Requirements' for details on
plan submittal requirements.
Propefi Owner:
Name: JOHN & SHAN NESSET
Address: PO BOX 214
City/SUZip: PORT TOWNSEND, WA 98368
Phone: 360-30{-2000
Email:
\
Development 9eruices
250 Madison Street, Suite 3
Port Townsend WA 98368
Phone: 360-379-5095
Fax 360-3444619
www.cityofpt.us
Lender lnformation:
Lender infonnation must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
Name: T.B.D.
Project Valuation: $875,000
Construction Type: V-N
Occupancy Rating: F-{
Building Information (square feet):
lttfloor 4,991 Restrooms: 2
2nd floor 0 Deck(s): 0
3d floor 0 Storage: 0
Basement 0
Other:
New X Addition n Remodel/Repair tr
Change of Use tr
i
GontacUReprese ntative :
NaMe: ALEX LITTLE
Address: 20094rH ST
City/SVZip: PORT TOWNSEND, WA 98368
Phone: 360-385-5606
Email: alex@little-little.com
Gontractor:
Name: LITTLE & LITTLE
Address: 20og 4rr{ STREET
City/SVZip: PORT TOWNSEND, WA 98368
Phone: 360-385-5606
Email: alex@little-little.com
State License #: L|TTLLC157C5 Exp: 02109
Gity Business License #: 000480
I hereby certiff that the information provided is conect, that I am either the owner or authorized
and that all activities associated with this permit will be in accordance with State Laws and the
Print Name: S. ALEX LITTLE
Proiect Address & Zoning District:
S. PARK AVE & HOWARD ST II'I-G
Legal Description (or Tax #):
Addition: PT BUSINESS PARK
Lot(s):52
Offlce Use Onlv
Permit#3I0O7:OZ?
Associated Permits:Parcel # 989 800 052
Proiect Description: NEW CONSTRUCTION OF A TITLE PLANT
Total Lot Coverage (Building Footprint):
Square feet 14,665
lmperuious Surface:;
,lil
Square feet 4,991 22o/c
Signatu Date: 01-23'o7
\\)rry oF PORT TowI\tSEND }
COMMERCIAL BUILDING PERMIT PLANS CHECKLIST
NAme FIRST AMERICAIY TITLE Permit #
Please read the following information before preparing your building permit plans. Construction documents
must be of sufficient detail to show clearly the project in its entirety with emphasis on the following: structural
integrity, life safety, architectural barriers (accessibility requirements), compliance with all other codes having
jurisdiction and description of scope of work (e.g., tenant improvement, remodel, etc.).
New Gommercial Construction:
Four sets of plans (minimum paper size 18" x24") are required with one copy of the application form.
New construction requires a Public Works Street/Utility Development Permit application or Minor
Improvement Pennit application be submitted with your Building Permit application.
Additions. Remodels, Alterations:
Three sets of plans (minimum paper size 18" x24") are required withthe application form.
Flans Designed bv an Architect or Ensineer:
s four dwelling units and/or abuilding of any occupancy
that exceeds 4000 squaxe feet: plans must be prepared by a Washington State registered arshitect. Plans
with architect and engineer infomration (name, e1lc..) musttnve that architect's or engineer's wet seal
[minimum one (1) set of originals] with an original signature in color other than black.
List the page number, in the spaces provided below, for each item that you have included on your plans
and include this checklist with your permit submittal. A separate Deferred Submtttal Request form shall
be submitted with the construction drawings for all deferred itens.
Page # COVER SHEET
P:Uobs - Current\First American Title #47S\PERMIT FORMs\Commercial Permit Plans Checklist.doc
Revised 8l31lM
A1 Project identification
A1 Project address, legal description, location map, and tax parcel number
A1 All design professionals identified including addresses and phone numbers
AT Name, address, and phone number of person responsible for project coordination; all communication
will be directed through this person
At Design criteria: occupancy group (e.g., F-1); constuction type (e.g., V-B); seismic zone @2); floor
area (IBC allowed vs. proposed); nre sprinkler requirements (if any); height and number of stories;
total occupant load; land use zone; parking requirements (required vs. provided); allowed soil
bearing pressure; design loads (floor, roof wind, etc.); material strengths, if applicable; soils report,
if applicable; landscaping, if required; flood }mzafl zone (if applicable) and deferred submittals per
IBC Section 106.3.4.2
A{Indicate compliance with the following codes: 2003 International Building Code, 2003 International
Mechanical Code, 2003 International Fire Code, 2003 Uniform Plumbing Code and Uniform
Plumbing Code Standards, 2003 Washington State Energy Code, 2003 Washington State Ventilation
and Indoor Air Quality Code, WAC 51.40 Washington State Banier Free Facilities & Design
(Chapter ll,2003IBC), 1993 Water Conservation Standards and all related \l/ashington
Administrative Code Changes, with changes and exceptions set forth in OrdinanceNo. 2867.
Page 1 of4
Page # SITE/PLOT PLA.
PAGE#FOUNDATION PLAN
PAGE #FLOOR PLAN
P:Uobs - Current\First American Title #47S\PERMIT FORMs\Commercial Permit Plans Checklist.doc
Revised 813'1104
A1 Property lines and dimensions, including all interior lot lines withNorth.urow indicated
A1 All existing and proposed building lines with exterior dimensions and roof overhangs
AI All streets, driveways, easements and building setbacks
A{Site access, water, sewer, hydrants and electrical points of connection
A1 Required parking (per Chapter 17.72 PTMC & WAC 51.40), Barrier Free access (per WAC 51.40),
landscaping, drainage and grading design
A2rSt Footings, piers and foundation walls (including interior footing or pier locations)
A2rS{Reinforcing steel for all concrete
A2lS{Posts, beams sizes and spans; detail beam/post and posVpier (or footing) positive connection
Beam pockets or method of securing beam ends
A2 Floor joist, size, material gnde, spacing and spans
Foundation venting and calculations
A2 Crawl space access and dimensions
A2 Plurnbing sizes and location of foundation penetration
Vapor retarder on crawl space ground (6 mil black polyethylene)
A3 All floors, including basements
A3 Room uses, sizes and square footage by room and floor level
A3 Overall dimensions and locations of all structural elements and openings
s2/s3 Wall bracing per IBC Section 2308.9.3 and Table 2308.9.3(1) (if multi-story show length per story
and location) or engineered plans (two sets, including one original wet sealed/stamped copy)
A3 All doors and windows (safety glazngnoted where required)
A3 Barier Free required designs per IBC Ch.l l
A7 Restroom interior finishes per IBC Section 804
A3IA7 Plumbing fixtures
Stairways: width, rise, run, handrails, guardrails, landings, barrier free requirements, etc.
A3 Area and occupancy separation, all fire rated assemblies, draft stops and fire blocking
Door, window and hardware schedules
I
AI',R 2 5 2007
)
FLOOR FRAMING AND ROOF FRAMING PLAN
\
PAGE #
A6IA7
s2rs3
Identifr structural members, grade, material size and method of attachment; roof venting, roof
drainage and location of roof mounted equipment
PAGE # EXTERIOR ELEVATIONS
A4'A5 Exterior views on front, rear and sides
A4'45 Decks, steps, handrails, guardrails, landings, balconies, marquees, porches
A4'A5 Final grade
A4lA5 Height of building per IBC Section 502.1
PAGE # BUILDING SECTIONS AND WALL SECTIONS
PAGE # INTERIOR ELEVATIONS
N All Barrier-Free required designs with proper clearances shown (including signage) - see below
Guardrail heights, handrails, stairways, elevator operation panels, etc.
PAGE # MECHANICAL SYSTEM . BIDDER DESIGN / DEFERED SUBMITTAL
Entire mechanical system
All units, their sizes, mounting details, all duct work and duct sizes
Fire dampers where required
Equipment schedules
PAGE # PLUMBING SYSTEM
All fixtures, piping, slopes, materials and sizes (provide calculations)
A{Connection points to utilities, septic tanks, pteffeatment sewer systems and water wells
Greasetraps and/or grease interceptors required for commercial kitchens
P:Uobs - Current\First Arnerican Title #47S\PERMIT FORMs\Commercial Permit Plans Cheoklist.doc
Revised U31lO4
A6rS3 All materials of construction from footing through roof covering
All fire-rated assemblies and fire-rated penetrations
A6 All vertical dimensions
Dry or wet floodproofing (if in a flood zone - see FEMA Flood Insurance Rate Maps for which zone)
Page 3 of 4
PAGE # BARRIER-FREE )CESSIEILITY DESIGN
PAGE # ACCESSIBLE PARKING
PAGE #PLAN
PAGE* NREC - SEE ATTACHED
A7 Grab bar mounting heights, sink clearances, fixture locations, sizes, and placement
A3 Restrooms - show 5 foot diameter circle used for measuring unobstructed floor space
At Exterior Route of Travel - show all connections from the entrance
A.l Dimensions of all parking spaces, aisle striping, signage (including for van parking), surfacing.
Existing and proposed grades
A{Underground and above ground utilities
A{All existing and new structures
A{All streets, walkways and sidewalks
Plant materials with appropriate symbols and identifications keyed to planting schedule
Planting schedule to include botanical and common names, sizes and conditions of plants
Plant installation techniques and guidelines.(Example: bareroot vs.container)
Submit 2003 Non Residential Energy Code (NREC) compliance forms
PAGE # WSVIAQ. DEFERED SUBi'ITTAL
Show compliance with 2003 Washington State Ventilation and Indoor Air Quality code
requirements.
ELECTRICAL PERMIT - See WA State Deparfinent of Labor & Industries for electrical permit.
SPRINKLER, HOOD FIRE SUPPRESSION AND ALARM WORK - Separate permit required to be
submitted to the Building Deparfrnent.
SEPARATE PLUMBING AND MECHANICAL PERMFS MAY BE REQUIRED
SENSITIVE AREA QUESTIONNAIRE - Must be submitted if creating a new footprint of a structure.
STRUCTURAL CALCULATIONS - Where required, provide for project's entire structural system.
SPECIFICATIONS - To be provided either on the drawings or in booklet form. The specifications shall
further define construction regarding construction components, materials and methods of constructioru wall
finishes and pertinent equipment
REVISIONS - It shall be the responsibility of the owner or owner's agent to obtain revisions approved by the
Development Services Deparhnent for all changes during the project prior to actual construction. Revision
submittals to include completed Revision Form, 2 sets of revised plans, calculations and other applicable
documentation. For clarity, all revisions should be identified with a 'rV, syrnbol and clouded on the drawings or
resubmitted as a new plan set.
P:Uobs - Cunent\First American Title #475\PERMIT FORMS\Commercial Permit Plans Checklist.doc Page 4 of 4
Revised 8l31l04
;
r1
)
Envel e Summary Climate Zone 1 ENV-SUM
2003 Complianco Fofins
Project Info
'"j
Project Address Date q /24 /oZ
Par{- Toonsen{ busines*. ?ark Lot sz-For Building Deparimont Use
AppricantName: A. AIC* Littte.
AppricantAddress LOOS alA St. ?ortTowngen4
AppricantPhonet (ZAO\ LSS- S6O-b
Project Description FLNew Buitding ! Rocttion ! Atteration I Change of Use
Compliance Option KPrescripiive f]Componentperformance
(See Declslon Flowchart (over) for qualifications)
! eruvsroz.r
(4.0 not acceptable)
I Systems
Analysis
Space Ifeat Type o Electric roslstance other (see over for definilions)fr.nn
Glazing Area Calculation
Note: Below gradB vralls may bc hcluded ln the
Gro€s Exterior Wall Aroa if they ar€ insulalEd to
the level required for opaque walls.
Total Glazing Ar€a
(rough opening)
(vertical & overhd)dlvlded by WallArsa tlmes 100 squals % Glazing
Electronic version: lhese valuss are automatically taken from ENV-UA-1
Gross Exterior
'6brf ,,5 st + 3l Aq i? X 100 = l.l,? %
Concrete/lVfason ry Option O y"t
B,no
Check here lf using thls oplion and if p{oject megts all requlrements for the Conc€te/Masonry
option. S€e D€cision Flowcharl (over) for qualitlcalions. Entsr r€quir€msnts tor €ach qualitying
Essembly balow.
Envolope Requircment6 (enter values as applicable)
F.it t I y h e ate d lcooled space
Minimum lnsulation R-values
Roob Over Attlc Q.-bo
All Other Roofs 3-2-l
Opaque Wallsl n-11
Below Grada Walls
Floors Ov6r Uncondition€d Space rz-n
Slabs-on-Grade
Radiant Floors "
Maximum U-facioft
Opaque Doors
Vertlcal Glazing o.15
Overhead Glazing
Maximum SHGC (or SC)
Vertlcal/Overhead Glazin g
opaque ConcreterMasonry Walt Requirsments
lnsulatlon on interlor - maximum U-factor is 0.'lg
lnsulation on exterior or int€gral - maximum U-faclor is 0.2S
lf project qualif es for Concrete/Masonry Option, list walls
with HC > 9.0 Btu/ft2rF below (oiher walls must meet
Opaque Wall requirements). Use descriptions and values
lrom Table 20-5b ln the Code.
Wall Description
(including insulalion R-ralue & position)
*""7
Semi-heated spacez
Minimum lnsulation R-values
e
Roofs Over Semi-Heated Spaces2
2. Referto Section 1310 forquallffcatlons and requlrements
Notes:ii
llliii,i
I
ir
iil
I
I
I
i
i AFn ?- 5 ?:Jfr7
Envelo e Summa back Climate Zone 1 ENV-SUM
Decision Flowchart
for Pr€scrlptlvo Optlon
Use thls flowchart to determlne if proJecl qualifies for the optional Prescriptive Option,
lf not, either the Component Performanc€ or Systems Analysls Options must be used
t30Z Spac€ Hart Typ3: For the purpos€ ot dotdrniring buildlng envelope
r€qdr€mnts, lho followlng two cat€gorieE compdse all spaca healing typsr:
OthGn All olh$ spac€ helling systems lncludiilg gas, solit tusl, oil, and
propane space h€allng syslem and lho86 syst€m! llstad in lhr s@pllm toeleclrioresistance. (mntlnugd at dgh0
Elseldc Roittrnc€t Spas heaung syclsrnE whlci use elgctdc rssistanca
elernsn$ as lho prinary healing system lnduding basoboad, radianl and
htced air unils whers tho total Bloclric l"slstanc6 hoat capacjty o(B6dB 1.0
Wff o{tho goss condltionod noorar€a. Excapton: Heat pmps and
t€minal slsctric €Sshnco heatng in vadsbte dlr volumE distdbutim systoms.
N!
All Insulailng Inltall6d?
u.0.082
OlhEr Opsgu3 Wsll R-19
Bolow 6rd W.ll (ext) R-10
Eolow Grd Woll (olh) R-lS
No
Root Ovlr A$r
All OlhorRoot
Ft-s8
R-30
R.30
R.10
R.r0
Flotr
Floor
Criterla Met?
V6rI OH
UVal UV.l SHGC
'lfthe area
welghled heat
capacity (HC) of
the total above
grade wall is a
minimum of 9.0,
the Concrete
Masonry Optlon
may be used.
"For framed
walls, assumo
HC=1,0 unless
calculations are
provlded; for all
other walls, use
Section 1009.T
START
Electic
Rcrlttan6
H6at?
Allwlls R.l1
lBdeilon?sileri. OK?
(bel@)(bclw)
qilsrla Allwalls R-l9
h6ulrllon?
< 409A
Gle2h!7
< 401(
Gl.zh?
.2noA
GlarngT
<24q.
GlazhE?
All lnsl.tino lhslalled?All ln6!laung lnrbllod?AI lnstdlled?
(.xt)
(oth)
R-l1
R''t0
R-l1
R-30
R-21
R-te
R-10
R-t0
U 0.60
Opigue Wsll
BelN Grd wall
Bolw Gd Wall
Root Over Atllc
AI oth.r Roof
Rak6d Fl@r
shb.ODGEd!
Radimt Flw
op.qu. Dd
Glazlng Crit ri. Met?
u.0.'t9
u.0.25
R-10
R-tl
R-30Rrl
R-tg
R-lo
R-lo
Wsl
Well
wall (ourl
Owr Altis
Olhcr Roof
Floor
Slab-OFGEde
R.dlht Floor
olh6. opequ. W.ll
Mssmry Wall (lnt)
M.8flry Wall(olhor)
Below Grd WEll (cn)
Bclow Grd Wall.{oth)
Root Ovcr Anlc
All OhGr Root
Rrir6d Floor
Sleb.Ch-GEdo
RadhntFloor
u0062
R-19
u-o,tt
u-0.25
Rno
R-rg
R-38
R-3{}
R-30
R-10
R-10
u.o,so
MEtsl FEm.d
Critsia Mel?
C.ilc116 MEI?
GI&lng
A.Qa.A
l.m
Vsrt OHUVll UVal sHGc
UVaI
o.90
c75
0.65
0.60
Glazlng
ArBe %
o-15.4
'ls20.a
2(}'300/6
30-40%
OH
UVel SHGC
1.45 1.00
1.40 1.00
1,30 0.65'l-30 0-/t5 1.40
1.30
1.30
Oladn0
Area
o.10.4
1A-15%
15-200L
20-25.4
Vst
UVel
0.90
0.75
0.65
0.60
OH
UVal
1.45
sH@
130
1.00
030
0.1{t
Prescriptlve
Path Ailowed
Componant Performancc
Systams Analysis Required
or
ConcretelMasonry Option*Wall Heat Capacity (HC)
Assembly Dsscrlption Assy.Tag HC*Area (sf)HC x Area
--
-/
Area weighted HC: divide total of (HC x area) by Total Area
5?-Tourns kLanesg
Space Heat Type Q Hectric resistance fi ru omer
2l,nBrop.4O4, MaxrargetGlazing Area as % gross exteriorwall area
Con crete/lVlason ry Option Qves fi tto
Notes: lf glazing area exceeds maximum allowed in Table, lh€n calculate adiusted areas on back (ove4. lf Concrete/Masonry Optlon
ls used, Target U-factors, SHGC and Glazlng % will be different than shown bslow. Ref€r to Table 13-'l for consct values.
Bulldlng Component
List components bv assemblv lD & paqe #
Proposed UA
U-faclor x Area (A) = UA (U x A)=UA(UxA)U-factor
Targot UA
x Area (A)
Otf.cr
Eeo
sc'Fi({
o
u= O,7Z Plan tD: (1f) dbl eeEc;rmt
u= OZL Plan lD: ({) ai<ea'e'r.i.ent
u= O,?Z Ptan tD: {i ) 4/u$d glfiwe,
u= 8,at+ Ptan rD:(?) tnsndidoare
u= O"ri ptan ro:itl) f'oith.t
Plan lD: tOtDE
Plan lD:
-o"0r^U=
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nvo
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ft=
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o,ogl s+" 1e,4b
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=oOIr
Plan lD: sp46 c#Fic4. *
etan ro: l.kcptioh
Plan lD:
a= 7O
R=
R=
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O,l*:** n0? st 7lc),21,**
**g,
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dllo'6oo
n= Zlp.Fzl
a=Ll
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fl=
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Plan lD:
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Ptan lD:
Plan lD:
'*Note: sum of Target Areas here should equal Target Opaque Wall Ar6a (see back)
0,o57
o,o57
c) "o57o,o57
lb.of.16.7,t-5r,5b
b2.04
ezz s+
a.lb *
24o e*tojj sl
ttorTh
south<eat
weel
,a$ 6<E=
=doo(9>
R=
R=
R=
Plan lD:
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Note: if insulated to levels required for opaque walls, list above with opaque walls
IJ
n
IL
o
U)
E
oo
3
R= W Plan tD: Krnrt l:?alwR= Plan lD: '
f= Plan lD:
ft= Plan lD:
0,021 49? t if. l{Lt.7+
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R=
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fl=
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Plan lD:
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Plan lDi
Plan lD:
ss,nt4 738" a b 3'E,t4 I513,5e
Envelo e UA Galculations Climate Zonel ENV.UA
'For CMU walls, indicate core insulation material.
For compllance:
oj
1) Proposed Total Area shall equal UA shall
o;
2003
q
SC may
FOr Proposed total SHGC x A shall not exceed Targ€t tolat SHGC x A
NOTE: Since 1997 SHGC compliance for vertlcal and overhead glazlng ls allowed to be calculated together.
Proposed Areas; Number€d valusg ar€ used ln c€lculations b€low.
Roofs Olher Roofs
Glazing
Opaquc
Gross Exterior \ /al!
Araa
x
T€rget
ls more then on€
in Roofs over Atiie
Aree
Arca
+
Maxhum Targel
Gladng Area
Ar€a in Other Roofs
VG Area
among lhem,s€paRte
Target VG Arsaffi
For Target OG's. tha
lessar valuag ate
below.
Max Glazlng Ar€a
(Tablc I 3-1 )
Max OG
Roofa ov€r AtticE
OthEr Roofa +
Area
VG Arca
T619et Opaqua AEa
F.,:=:-'ii.::::::a:
Ar€a
may
lf tho Tgrget Areas for opaque walls llsted on lhe tront must €qual the lotal €lculated hero. .
o
Clirnate Zone 1 ENV-SHGC
Glazlng
List components by assembly lD & paqe #
Proposed SHGC
SHGC* x Area {A) o SHGC x A SHGC
Target SHGG
x Area (A) = SHGC x A
o)
.ENGo
lD: lflasyis\ CtaA CaSeilev\* -dI
rD: fyl4ryiq elaA Caseulent.rilF
tD: fit4;yj6 Cl./ C^gent q/trqn}
lD: girrrpson vd, 4Atwh dt{,|
tD: tuqrlih ehd uro6d rdund
ID:
t 0,z?
O,Z?
o,z?
Orl?O,L7
1so s+
6o sl
1,Lz|
?6sh.
1w,50
11,(o
12'7 b
17,bb
I l,oa
(e64s+16,,3b 64 st 0af,a
ll lhe total amount of glazlng aEa as s 0/6 ot grcss 6)derlorrwall aH (€lillatEd on efuv-SUnt.t; excoada lhe maimum allwcd in Tabte 1g-1,
then thls €lculatlon must be submlttod U6"e the resulthg area8 ln ths Tamot UA and SHGC catcutations above.
Ta et Area A ustment Calculations
OG=OG=VG=
. venical gbzing
Note:
OG = ovorheacl glazlng
$ lcsscr lesser
Targ€lvalues in shaded boxes 3le
Targel VG Area and Total Target OG Araa
used in lbe applicablg Targst UA calculalions
aro also used in the applicabls Target SHGC
on th6 frst.
€lculallons abov€.
q
l
I
I
7,l
ioB wa$lrgbn sBts Nonresmmral Energy Lffie uqnpilsn€ Forms
ProjectAddrass porf Torrlngend, r}tfsinegg t?hcl( l-{j't- 5?Date // /e(o7
The followlng intormation is necessary to check a building permit application for compliance with the buildlng envelope requiremenls ln
ths Washington State Nonrssid6ntial Energy Code.
Applicability
(yes, no, n.a.)
Code
Section Component lnformatlon Required
Locallon
on Plans
Buildlng D€partment
Notes
@NERAL REQUIREMENTS (Sections 1301-1314)
1301 Smbe
U€e
1302 Space hmt lype:
hea.t pump ll "Olhe/,
indlcate on blrns thtt al&Jric resislrne heel is ndt alldwadna1310.2 Seml-healed soaces mLheat6d sDaccs idonlllled m olens if all6w.d
131 1
131 1,1 lnsul. Installation hdlcate denslu€s sald claamnces
y.s
1311.2 Roof /colling insul.
Rr?O@o'tl-i<-
R-aon "ortd
lndicate R-value on roof secllont for atlics and other rcofs;
lndicate clearancos for atljc hsulstion;
hdlcate baffles It eave vonts inslallod;
lndlcata fa@ staDlino ol lemd batls
A-t
{"t
1311.3 Wall lnsulallon
3-zl
lndicatc R-value on wall soctions;
lndic€te facc stapling of (ac6d battsi
lndlcalc abovo grade exterior insulation is protecied;
lndic€le loosa-fill cors ln8ulation for masonrywalls as nec€ssi
lndicate hsat c€pacityof masonry valls
lf maEonru dDlldn ls rrs.d dr It E .lil tek.n in FNVSTn.
A-r
5"t
1311.4 .loor hsulatlon
Y-vo
lndlcate R-valua on floor seclions:
lndicat€ subslanlial contacl wilh surtace:
lndlcata supporls not more than 24'o,c,;
lndical6 that insulaliori does nol block
airllow lhrouoh foundation vonls
AS
na
131 1.5 Slab-on-grad6 floor lndicate R-value on wall secllon or loundelion detaili
lndicato slab insulation extonds down lrortically 24'fmm topi
lndieta above orade exlerior insulalion ls mtec'ted
eJ
na
131 '1.6 Radiant lloof lndlcatc R-value on wall sedim or loundation dclail;
lndlcato slab insulalbn extends dom vertlcally 36' tom tho top;
lndlcatc above glade gxterlor insulatlon Is probcled;
lndlcele Insulatlon also under entire slabwhBre redu. bv otflclal
13'12 Glazing and doors Provide calculation of glazln0 area (inoludlng both vertlcal
vertlcal and ovethaadl as oercent oforcss wall area
{*
1312-1 U-fa€;tors lndicate gtazlng and door U{actors d glszhg and doot
sciedule (provide area.w3lghted celcdlalions as necessary)i
lndicate lf vElue8 arc NFRC or defaull, if values are detaull
th€n specify frame lype, glazing layer3, gapwldth, low-c
€atinos. oas tilllnds
9t'nn
l.J"e
1312.2 SHGC & SC lndlcalo glazlng solar heal galn coetlicienl or shading
co6ffrciont on glazhg scheduls (provldc aoa-weighted
eldlations es naessffil
Itt I Moisture conlrol
rleq 1313.1 Vapor r€tarders ndicatc vapot rolarders on watm s'xdo A-s
\os 1313.2 Rool/c€lllng vep.ret,,ndlcate vapor rstard$ on roof 6ocllon;
lndlcalo vao. rolard. whh sselsd ssems for norwd struc-A5
Ues 1313.3 Wall vapor rotardcr lndk€t€ vapor relard€r on wall sedlon A-5
Nr<1313.4 Floor vapor rstardEr lndlcato vapor retardgr on floor soctlm A-5
*ps t 313,5 crawl spaco vsp. rsl.hdlcato clx mll black polyethyl€ns overlepped 1Z'on ground A-t
tt 1?.lt
1314.1 Bldg. Bnvel, 3Ballng lndlc€tc sealing, caulklng, gasketing, {ld waathersulpplng
1314.2 Glaz lngrdool sOAllng Indlcate weatherslrlpptng
I 1314.3 \ssemb. as ducts lndlcate sBaling, caulking and gasksting
PRESC RIPTIVE/CO MPONEN T PE RFORMANCE (Secti ons 1320-23 or 1 330-34)
t^4
-nvalope Sum. Form Complotod snd attachod.
Provldo component p6rlonnanc6 u/orkhsgl if nsc€s8ary
Provlde ENVSTD 2,1 sqBen 1 oulgut Inecessarv
Building Permit Plans Checklist NV-CH
tf ls shown lot any qu6stlon, prcvlds explanrilon:
uilding Permit Plans Ghecklist ENV-CHK
ene
131{ lnsulation
't 31 1. { lnstallation Requirements: All Insulation materials
shall be inslalled according to the manufacturer's instructlqrs
to achieve proper densities, malntain clearances, and maintain
uniform R-values. To the maximum extent possible, insulation
shall e{end over the full component area to the irtended R-
value.
131{.2 RooflCslllng lnsulalion: Open-Hown or poured loose-
fill insulation may be used ln attlc spaces where the slope of
the ceiling is not more lhan 3/'12 and there is at least thirty
inchas of clear distance from the top of lhe bottom chord oflhe
truss or ceiling joist to the underside of the sheathlng at the
roof ridge. When eave vents are installed, baffling of the vent
openings shalt be provided so as to defled the incoming air
above the surface of the insulation
Where lighting fixtures are recessed into a suspended or
exposed grid ceiling, the roof/ceiling assembly shall be
insulated in a location other than dlrectly on the suspended
ceiling.
Exception: Type lC rated recessed llghtlng flxtures.
Where installed in wood taming, faced batt insulation
9,rall be face stafled.
131 1.3 Wall I nsulation: Exterior wall cavities isolated during
framing shall be fully insulated to the levels of the surrounding
walls. When installed in r,vood framing, faced batt insulation
shall be face stapled.
Above grade exlerior insulation shall be protected.
131'1,4 Floor lnsulatlon: Floorinsulation shall be installed ln
a permanent manner in subslantial contactwith the surface
being insulated. lnsulation supports shall be Installed so
spacing ls not more than twenty{our inches on center.
lnstalled insulation shall not Hock the airflow through
foundation vents.
1311.5 Slab-Oh-Grade Floor: Slab-on-grade insLdation
installed lndde the foundation wall shall extend downward fom
the top of the slab a minimum distance of tllrenty-four inches or
to the top of the footing, whichever is less. lnsulation lnstatled
outside the foundation shall extend downward a minimum of
twenty-fourinches orto the frostline, whlchever is greater.
Above grade insulation shall be protec{ed.
ExcepUon: For monolllhlc slabs, the insulation shall
extend downwad from the top of the slab to the
bottom ofthe footing.
1311.6 Radlant Fb6rs{on orbelow grade): Slab-on-grade
insulation shall extend downward from the top of the slab a
minimum distance of thirly-six inches or dorrrnward to the top d
the footing and horizontal for an aggregate of nol less than
thirty-six inches.
lf required by the building official where soil conditlons
\darrant $uch lnsulation, the entire area of a radiantfloor shall
be thermally isolated from the soil. Where a soil gas control
system is provided below the radiant floor, which results ip
increassd convec:tive flow below the radiant floor, the radiant
floor shall be thermally isolated from the sub-floor gravel layer.
'1312 Glazing lrd Doors
1312,1 Standard Procedure for Determlnation of Glazing
and Door U-Factors: U-fadors for glazing and doors shall be
detemined, cerlified and labded in accordance with Standard
RS-31 by a oertified indepardent agencylicensed bythe
National Fenestration Rating Council (NFRC). Gompllance
shall be based on the Residontial or the Nonresidential Model
Size.
Produd samples used for U-factor determinations shall be
produdion llne unlls or representative cf unlts as purch6ed by
the conswner or contractor. Unlabeled glazing and doors shall
be assigned the default UJador in Sec{ion 2006.
131 2.2 Solar Heat Galn Goefficlent and Shading
Coeflicient: Solar Heat Gaih Coefflcient (SHGG), shall be
determined, certified and labeled in accordance with the
- National Fenestration RaUng Council (NFRC) $andard by a- certified, independent agency, licensed by the NFRC.
E:<ception: Shading coefficients (SC) shall be an
acceptable alternate for compliance with solar heat
gain coefficient requirements. $rading coefiicie nts
for glazing shall be taken from Chapter 27 of
Standard R927 or from the manufadurefs test data.
1313 Moisture Control
13t3,1 VapirRdarders:Vapor retarders shall be instjalled on
the warm side (in winter) of insulation as required by this
Sec,tion.
Exceptlon: Vaps retarder installed with not more
than 1/3 of the nominal R-value bdween it and the
conditioned space.
1 313,2 Roof/Ceiling Assemblies: Roof/ceiling assemblies
where the ventilation space abovo the insulation is less ihan
an average of twelve lnches shall be provided with a vapor
retarder. Rooficeiling assemblies without a vented airspace,
where neither the rmf deck nor the roof structure are made of
wood, sh3ll provide a contlnuous vapor retarderwilh taped
seams.
Excaptlon: Vapor retarders need not be provided
where all of the insulation is lnstalled betrrveen the
roof membrane and the dructural roof deck
" { 3{3,3 Walls:Walls separating conditioned spaoe from
unconditioned space shall be provided with a vapor retarder,
1313.4 Floors: Floos separating conditioned space fiom
unconditloned space shall be provided with a vapor retarder.
1 313.5 Crawl Spaces: A ground cover ot slx mil (0.006 inch
thick) black polyelhylene or approved equal shall be laid over
lhe ground within crawl spaces. The ground cover shall be
overlapped twelve inches minlmum atthe,loints and shall
extend to th'e foundation ririall.
Exception: The ground cover may be omilted in
crawl spaces ifthe crawl space has a concrete slab
floor with a mlnlmum thlckness of three and one-half
inches.
1314 Air Leakage
1314,1 Buildlng Envelope: The requirements of this sec'tion
shall apply to building elements separating conditioned fiom
unconditioned spaces. Exter{orjoints around windows and
door frames, openings beiween walls and foundation, between
walls and roof ard wall panels; openings at penetrations of
utility seryices through walls, floors, and roofs; and all cther
openings in the building envelope shall be sealed, caulked,
gasketed, or weatherstripped to limit air leakage.
1314-2 Glazlng and Doore: Doors and operable glazing
separatlng condidoned from unconditioned space shall be
weatherstripped. Fixed windows strall be tigh fiting with glass' retained bystopswith sealant or caulking all around.
Exceptlon: Openings that are requied to be fire
resistant
1314.3 Bulldlng Assemblles LlsEd as Ducts or plenums:
Building assemblies used as duds or plenums shall be sealed,
caulked, and gasketed to limil ai leakage.
o.'
s'
Nonffiid.ntlrl
Project Info Project Addresg Dat€ 4 lz4 /orl
Port Townserrl. Bqsiness Pac [< tot 52 For Bulldlng Deparlment use
ApprrcantName: 9. Aley Lit*le.
Apptlcant Address:gl. g+
AppricantPhone: (nUO) ?AS-U6OG
Project Description fl ru""
lRefer to
Building Addition !Alteralion Plans lrrluded
WSEC Section 1513 for controls and commlssloning requlrements,
Compliance Option fl Prescriptive
(See Quallflcstlon
Q Lighting Power Alloyvance System6 Analysis
Checkllst (over). lndlcate Prescrlptlve & LPA spaces clearly on plans.l
Alteration Exceptions
(ch€ck appmpriat e box)
No changeg are belng made to the lighting
L€sE than 60% of th6 tixtures are new,anp installed lighting wattago is not being increased
Maximurn Allowed
Localion
(fioor/mom no.)Occupancy Oescription
Allowed
watts oer ftz "Area ln fr2 Allowed x Area
or.en e hn F-l Titte olrnt t50 ztz.+
"tEb;+f;.b Rece r:t i oh d eerirnqft r otFr-ce 1,.?o 2t9s z6>.{
ec|r!\r\^of\
6tta** From Table
Noles:
1. Usa manufacturer's listed maxlmum lnputwattage. For har&.wited ballastg onty, the
default table ln the NREC Technlcal.Reference Manuat may also be us€d
2. lnclude exlt llghts unlesG less than 5 walts per fixture.
List all fixtures. For exempt llghting, not exception and leave Watts/Fidure btank.
Locallon
(floor/room no.)Fixture Descdption
Number ol
Fixtures
Watts/
Finure
watts
Proposed
operl olan ruall-rnount lluoceqaeht f )F€5b 3z I 7gZi,#iee-Sttffiq,c€ &l,roreg.-c.n* (a\ra 2g Eb zboo
CDrY\rl\6 k\SUr{ace llrrorcsceh+ (z.) FE IZ bq 7ba
rcco"f conP pen4+aNt notrrNA glunt.os .+70 zoo
5528may
Maxirnum Allowed
for
Pj
Location Descrlptlon
Allowed Wqfis
per fl2at ;rbr ll
Area in ftz
(or lf for perimeter)
Allowed Watls
x ft2 (or x lg
Govered ParKlng
(standard patnl)o.awn2
covered Parking
(reflective piint)o.3wd
Open Parking o.zwtt2
Outdoor Areas 0.2wftz
Bldg. (by facade)0.25 W/ft2
Bldg. (by perim)Iarq"tt-nunrnt 7.5w/rf ?.t6,5 277tf
Note: for building are! or the pa.i
UsE mfgr listed maxlmum input waflage. For fixtureg with hard-wlred ballasts only
the
Locstlon Flxture Descrlptlon
Number of
Fi)dures
wstts/
Fbtura
Watts
Proposed
raeF;€+{r lrra I -r^r'tr.ht enlF^fEl't +luoresc.g ?L ?38
zaE
a
Watts may tor Proposed
used.
Summa back LTG.SUMhtinL
En€.gy Codc Complian€ Foru
'Fixtures:
O
Qualification Checklist
Nots: lfoccupans,/ Vpe ls "Otho/land
anslreris drsd(ed, lhe rumbor ol fixturcs ln
ths space ls not limited by Code. Clearly
indcate thesspaces on plans. ll not
quallfied, do LPA Calqlations.
n Cteck here if at least 957c of lixtures ln the Bpac€ meet all four crileria:
1. Fixtures are fluoregcent, non-lensed, wlth only one or two lamps, and
2. Lamps are T"1 , T-2, T-4, T-5, T-6. T-B 3. Lamps are 5-50 \rfatts, and
4. Ballasts aro elec{ronlc ballasts 5. Exil lights < 5 wafts/fixture
6. Screw-ln compac{ fluorescent flritures do not qualifr
TABLE
0.8
1) ln casBs in which a general use and a specilic usedre listed, ths specific us€ shall apply. ln cases in which a use is not
mentioned specifically, the Unit Power Allowancs shatl be determined by the building official. This determination shall be bas6d
upon the most comparabl€ use speclfBd in lhe table. SEs Sec{lon 1512 for €x6mpt ar€as,
2) The watts per square foot may b6 increased, by two percent per foot of ceiling hBight above twenty feel, unless specifically
direc-ted otherwise by subsequent footnotes.
3) Watts per square foot of room may be increased by two peroentlef foot of c€iling height above twelve feal.
4) Fo[all other spaces, such as seating and common areas, use the Unit Light Power Allowance for assembly,
5) Watts per square foot of room may be increasad by two percent per fmt of ceiling height above nlne faet.
6) lncludas pump ar€a undorcanopy.
7l In cases in which a tlghtlng plan is submitlod for only a pofton of a floor, a Unit Ughting Power Allowance of 1.35 may be used
for usaHe oflice floor area and 0.80 watts p6r square foot shall bo used for the commoo areas, which rnay include elevator
spaco, lobby area and rest rooms. Common areas, ag herein defined do not include mall conmurses.
s) For the fir€ engine room, tho Unit Llghling PowerAllowanco ls 1.0 watls per sqriare foot.
9) For indoor sporl toutnament courts wlth adjacent spectator seating, the Unit Lighting Power Allowance tor he court area is 2.6
watts p6r squar€ foot.
10) Display window illumlnatlm inslalled within 2 feet of lhe wlndow, lighting for free-standlng display wh€re the lighting moves with
the display, and building showcase illuminttion where he lighting is €nclosed within lhe showcase are exempt.
An addltionat 1.5 w/ft2 of merchandige display luminaires are exempt provided that they comply with all three of lho following:
a) located on ceiling-mountod track or directly on or re@ssed into the ceiling itself (not on tho wall).
b) adjustable in both lho horlzontal and vertioal 8x€s (verlical axis only is acceptabte for lluorescent and other tixlures with
two points of track attachment).
c) fitted with tungsten halogen, fluoresoent, or high intensity discharg€ lamps.
This additional llghting porver is allowed only lf the llghtlng is ac'tually installgd.
1 1 ) Provided lhat a floor plan, indicating rack location Ond height, is submifted, tfre square footage for a warehouse may be
defined, for computing the interlor Unlt Lighting Pow€rAllowance, ag tha floor area not covsred by racks plus the vsfiical fac€
area (access side only) ofthe rackg. The height allowanco detined in tootnote 2 spplies only to the floor area not covered by
racks.
1.0
o.4
a
Prescriptive Spaces occupancv: Q Warehouses, storage areas or aircrafr storage hangers Ootnet
Use'LPA'
lWsfl
Use'
2!Paintinq. weldino. caro€ntrv. machlne shoos Pollce and fre stations'
Barber shoos- beaufu shoos 2.O Alrla (airiums)
Hotel banqueUconfer€nce/exhibillon hall-'-2.O Assembly spac€s-, auditonums, gymnasia". heaters
Laboralories 2,O Group R-1 common ar€as
AircraffreDair hanoars 1.5 Process Dlants
Cafetdrles. fast food €stablishmenis-t5 R€staurantgrbars'
Factorigs. workshoog. handllnc ar€as 1.5 Locket and/or shower faclliti€s o_
Gss stationE. aulo reoair shoos"1.5 Warehous€$". storaqo ar6as
lnstitutions 1.5 Aircraft sloraoe hanoars
Libraries-1.5 Retail'", retall bankino
Nursing hom€9 and hotel/motol guest rooms 1.5 Parking gardges
Wholesale store8 (oall6t rack shslvino)1_5
Mall concourses 1.4 Plans Submitted for Gommon Areas Onlv'
Schools buildings (Group E oscupency only),
school clssrooms. dav ca16 cenleB
1.35 Main floor building lobbies" (exc6pt mall
6nmrrrsesl
Laundries 1.3 common areas, corrfttors, toilet facilities and
washrooms. elevator lobbies
Office buildings, office/administfatiw areas ln
faciliti€s of other use types (including but not limited
i"^X*f:ji,*tt'tals'
institutions' museums, banks,
1.2
2000 Wa3hlnglon
usted
Enofgy
Power Allowances
on exceplions listed in
Li htin Power Allowance Ad ustments LTG-LPA
Project Address Dat€
Use this form lf you are clalming any celllng height adjustments for your Lighting Power Allowances for interior lighling, The
Occupancy Descriptlon should agree with the "Use" lisled on Code Table 15-1. lden$ry the appropriate Ceiling Height Limit (9 fesl,
12 feet or 20 f66t) on whlch the adjustnrent is based, The Adjusted LPA is calculated from thls number and from the Allowed Watls
per d. Carry the Adjusted LPA to the conosponding 'Allowed Wstts per#' loca$on on LTG-SUM.
Location
(floor/room no.)Occupancy Deecription
Allowed
Walts per ftz "
Ceiling Height
for this room
Ceiling Height limit
for this exc€ption*'
Adjusted LPA
Watts perfl2
o
2003 Wa8hington Slalo Nonr€sironllal En€rgy Cods Cmpli€ne Fort'r:
ProjectAddress port Toonsend. Busines Pef K Lo+ 5L o^t" 1/-!1o7
The following lnformation is necessary to check a llghtlng permit application for compliance wilh lhe llghtlng requlrements in the
1994 Washington Stat6 Nonresldentlal Energy Code.
[ves. no. n.a.)
Applicablllty Code
Sec{ion Component lnformation Requir€d
Locatlon
on Plans
Bullding Department
Notes
LIGHTING GONTROLS (Section 1513)
4eS 1513.1 Local control/access Schedule with typs, Indicate locatlons E-lttje-<1513.2 Area @ntrols Maxlmum limit per switch EI(l 1513.3 Daylight zone control Schedule with type and balures, indioate locations
q.eg vedical glazing lndlcate verllcal glazing on plans e-
\IhaL overhead glazing lndlcate overhead glazhg on plans
1513.4 Display/exhib/special lndicate separate conlrols E-l
1513.5 Exterior shut-off ule
n4 (a) tlmer w/backup lndlcate l0Cation
{e9 (b) photocell.lndacate location E-l
Lh{A 1513,6 lnter. auto shut-off lndicate location
n4 1513.6.1 (a) occup.sensors Schedule wlth type and locations
ha.
1513.6.2 (b) auto. switch€s Schedule wilh type and features (back-up, override capabllity)i
lndicate size of zone on plans
4 1513.7 Commlssloning lndicate requirements for lighting cont.ols commissioning
lg'A
qeb
Lighting Sum. Form Completed and attached.
Schedule wiih fxture types,
lamps, ballasls, watts perlixture {*rn
Elec motor efficiency MEGH-MOT or Equipment Schsdule wlth hp, rpm, efliciency
Lightin Permit Plans Checklist LTG-CHK
lf "no" is circled for any question, provide exflanation:
Lighting Permit Plans Checklist LTG-CHK
Llghtlng - General Requirements
1513 Lighting Controls, Llghtlng, lncluding exempt ligttting in
Section 1512, shall complywith this section. Where occupancy
sensors are cited, they shall have the features listed in Sec'tion
1513.6,1. Where automatictime switches are cited, theyshall
have the features listed in Section 1513.6.2.
'1513.1 Local Control and Accesslblllty: Eaoh space,
enclosed by walls or celling-helght partitions, shall be provided
with lighting controls located within that space. The lighting
controls, whether one or more, shall be capable of turning off
all lights within the space. The controls shall be readily
accessible, at the point of entry/cxit, to personnel occupylng or
using the space.
EXGEPTIONS: The following lightlng controls may be
centralized in remote locations:1. Lighting controls for spaces which must be used
as a whole.2. Automatic controls.3. Controls requiring trained operators.
.j 4. Controls for safety'hazards and security.
1513.2 Area Gontrols: The maximum lighting power that may
be controlled from a single switch or automatic control shall not
excccd that whlch is provlded by a twenty ampere circuit
loaded to not more than eighty percent. A mastcr control may
be installed provided thc indivldual swltches retain their
capabillty to function independently. Circuit breakers may"not
be used as the sole means of switching.
EXCEPTIONS:1. lndustrial or manufacturing proc,ess areas, ss
may be reguired for production.2. Areas less than fivc percent offootprintfor
footprints over 1 00,000 sguare feet.
151 3.3 Dayllght Zone Control: All daylighted zones, as
defined in Chapter 2, both under overhcad glazing and
adjacent to vertical glazing, shall bG providcd with lndtuidual
controls, or daylight-or occupant-senslng automatic conkols,
which control the light3 lndcpendent of general area llghtlng.
Contiguous daylight zones adjacent to vertical glazing are
allowed to be controlled by a single controlling device provided
that they do not include zonos facing mor6 than two adjacent
cardinal orlentations (i.e. north, east, south, west). Daylight
zones under overhead glazing more than 1 5 feet from the
perimeter shall be controlled separately from daylight zoncs
adjacent to vertical glazing... EXCEPTION:
Daylight spaces enclosed bywalls or csiling
height partitions and contalnlng 2 or fewer llght
fixturcs arr not requlred to have a separate switch for
general area lighting.
1513,4 Display, Exhibltion, and Specialg Lightlng o
Controls: All display, exhibition, or specialty llghtlng shall be
controlled indcpcndently of general area lighting.
1513.5 Automatic Shut-Off Gontrols, Extorlor: Exterior
lighting hot lntended for Z4-hour continuous use shall be
automatically switched by tlmer, photocell, or a combination of
timcr and photoc€ll. Automatic time switches must also have
program back-up capabilities, which prevent the loss of
program and time settings for at least 10 hours, if power ls
interruptod.
1513.6 Automatlc Shut0ff Controls, lnterior: Office
buildings greator than 5,000 sq. ft. and all school classrooms
shall be equipped with separate automatic controls to shut off
the lighting during unoccupied hours. Automatic controls may
be an occupancy sensor, time switch, or other device capable
of automatically shufting off lighting.
H(GEPTIONS:
'1. Areas that must be continuously illuminated, or
illuminated in a manner requiring manual
oparation of the llghting.2, Emorgency llghting systems.3. Switching for industrial or manufacturing process
facilitles as may be required for production.
1513.6.{ Occupancy Sensors: Occupancy sensors shall be
capable of automatically turning off all thc lights in an area, no
more than 30 minutes after the srea has been vacated.
1513,6.2 Automatic Time Swltchesl Automatic time switches
shall have a minimum 7 day clock and be capable of being set
for 7 diflercnt day typca per week and incorporate an automatic
holiday "shut-off'feature, which turns off all loads for at least
24 hours and then rasumes normally scheduled operations.
Automatic time ewltches shall also have program baclcup
capabllitlcs, whlch pr€v6nt the loss of program and time
settings for at least 10 hourc, if pov\ier is interrupted.
Automatic time switchas shall incorporate an over-ride
switching devioe which:
a) is readily accessiblc;b) is located so that a person uslng the devlce can see the
lights or the areas controlled by the switch, or so that the
area being illuminated is annunciated; andc) ls manually opgrated;d) allows the lighting to remain on for no more than two hours
when an over-ride is initiated; ande) controls an area not excccding 5,000 square feet or 5
percent offootprint for footprints over '1 00,000 square feet,
whlchever is greater.
1513.7 Commisslonlng Requirernents: For lighting controls
which lnclude daylight or occupant sensing automatic controls,
automatic shut-off controls, occupancy sensors, or automatic
time switches, the lighting controls shall be toeted to cnoure
that control devices, components, equipment and systcms are
calibrated, adjusted and operate in accordance with approvcd
plans apd specifications, Sequences of operation shall be
functlonally tested to ensure they operate in accordance wlth
approvod plans and specifications. A complete report of test
procedures and results shall be prepared and filed wlth the
owner. Drawing notes shall require commissioning in
accordance with this paragraph.
'j
Mechanical Summa MECH.SUM
2004
2004 Washington State Nonresidential Energy Code Compliance Forms
Proiect Description
Briefly describe mechanical
system type and features.
E Includes Plans
State Nonresidential Code nce Form
Revised May 2005
Project Info Project Address Frnsr .er{ERrcAtr rrrrrE Date 4/23/2007
PT BUSINESS PARK IJOT 52 For Building Dept. Use
Applicant Name:LITIILE E II|ITLE
ApplicantAddress: 2oo9 AEs srREEr, poRr rowNsEND, wA 98368
Applicant Phone: 360-3Bs-s606
TWO SPLIT SYSTEM HEAT PUMPS WITH ECONOMIZERS
lnclude documentation requiring compliance with commissioning requirements, Section 1416.
Compliance Option Q Simpte System Q Complex System Q Systems Analysis
(See Decision Flowchart (over) for qualifications. Use separate MECH-SUM for simple & complex systems.)
Cooling Equipment Schedule
Equip
ID Brand Namel Model No.1
Capacitt'
Btu/h Total CFM
OSA CFM
or Econo?
SEER
or EER IPLV3 Location
COI.E}''AN ERITSO42lBA 1600 ECONO 13.00 OUTSIDE
COLEMA}.I ERHSO42lBA 1600 ECONO 13.00 OUTSIDE
Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the
plans. For projects without plans, fill in the required information below.
1lf available. 2 As tested according to Table 14-1A through 1 4-1 G. 3 lf required. a COP, HSPF, Combustion Efficiency, or AFUE, as
applicable. s Flow control types: variable air volume(VAV), constant volume (CV), or variable speed (VS).
Heating Equipment Schedule
Equip.
ID Brand Namel Model No.1
Capacitl
Btu/h Total CFM
OSA cfm
or Econo?lnput Btuh Output Btuh Efficiencva
COLETI'IN ERHSO42lBA 1600 ECONO 8.5 HSPF
COLEI'{AN ERIISO42lBA 1600 ECONO 8.5 HSPF
34000 34000
COLEIIAN 4HK16501006 lOKT{lOKT{
AI'X FE,AT 4nK16501006 1oKW 10K9r
Fan Equipment Schedule
Equip.
ID Brand Namel Model No.1 CFM sPl HP/BHP Flow Controls Location of Service
COI.EMAN MA16 1600 c\t MECEA}TICAI, ROOM 1
COI,EMAN MA16 1600 c1,MECHAI{ICA], ROOM 1
Mechanical Summ (back)MECH.SUM
2004 State Nonresidential Code Com Form
Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. lf nol, either the
Complex System or Systems Analysis Options must be used.
or Cooling Only No
Only
Yes
Yes
Yes
Yes
System Description
See Section 1421 lor full description
of Simple System qualifications.Heating Only: E .SOOO ctm? Z.ZOo/o outside air?
lf Heating/Cooling
or Cooling Only:
I Constant vol? p Air cooled? B Packaged sys? ! <20,000 Btuh?
Split system?Economizer included?
Reference
Section'1423
<20,000 Adjacent to
or<70% osA Econo
<54,000
<240 ,000
10o/o
Simple System
Allowed
(section 1420)
Use Complex
Systems
(section 1430)
<5000
drn?
START
System Type
Package
nit?
<=84,000
Btuh?
Air Gooled,
Reference
Section 142'l
Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining which
Complex Systems requirements are applicable to this project.
2004 State Nonresidential Energy Code Form
Project Address I'IRSI A}IERICAI{ TITTE Date 4/23/2OO7
The following information is necessary to check a mechanical permit application for compliance with the mechanical requirements in the
Washington State Nonresidential Energy Code.
Location
on Plans
Building Department
Notes
Applicability
(yes, no, n.a.)
Code
Section Component lnformation Required
HVAC REQUIREMENTS (Sections 1401 -14241
1411 Equipment performance
yea List heat pumps on schedule1411.4 Pkg. elec. htg.& clg.
yes 1411.1 Minimum efficiency Equipment schedule with type, capacity, efficiency
il.4 1411.1 Combustion htg.lndicate intermittent ignition, flue/draft damper & jacket loss
1412 HVAC controls
yes 1412.1 Temperature zones lndicate locations on plans
yes 't4't2.2 Deadband control lndicate 5 degree deadband minimum
n.a 1412.3 Humidity control lndicate humidistat
yes 1412.4 Automatic setback lndicate thermostat with night setback and 7 diff. day types
yes 1412.4.1 Dampers lndicate damper location and auto. controls & max. leakage
l.a 1412.4.2 Optimum Start lndicate optimum start controls
yes 1412.5 Heat pump control lndicate microprocessor on thermostat schedule
l.a 1412.6 Combustion htg lndicate modulating or staged control
't4'12.7 Balancing lndicate balancing features on plans
l.a 1422 Thermostat interlock lndicate thermostat interlock on plans
yea 1423 Economizers Equipment schedule
1413 Air economizers
yes 1413.1 Air Econo Operation lndicate 100% capability on schedule
l.a 14't3.'l Wtr Econo Operation lndicate 100% capacity at 45 degF db & 40 deg F wb
l.a 1413.2 Water Econo Doc lndicate clg load & waier econoe & clg tower performance
't413.3 lntegrated operation lndicate capability for partial cooling
l.a 1413.4 Humidification lndicate direct evap or fog atomization w/ air economizer
1414 Ductinq systems
yeE 1414.1 Duct sealing lndicate sealing necessary
yeE 1414.2 Duct insulation lndicate R-value of insulation on duct
a.I 1415.1 Piping insulation lndicate R-value of insulation on piping
1416 completion F{equirements
1416.1&2 Drawings & Manuals lndicate requirement for record drawings and operation docs.
1416.3.2 Air Balancing lndicate air system balance requirements
f,.4 1416.3.3 Hydronic Balancing lndicate hydronic system balance requirements
1416.4 Commissioning lndicate requirements for commissioning and prelim. Report
1424 Separate air sys.lndicate separate systems on plans
yes Mechanical
Summary Form
uompleteo and attached. tsqurpment schedule wth types,
inpuuoutput, efficiency, cfm, hp, economizer
Stst(VIUE WA I EI< HI,A I INCi ANU Hts,A I EU P(,OLI'
1440 Service water htg.
n.a 1441 Elec. water heater lndicate R-10 insulation under tank
l.a 1442 Shut-off controls lndicate automatic shut-off
La 1443 Pipe lnsulation lndicate R-value of insulation on piping
l.a 1452 Heat Pump COP lndicate minimum COP of 4.0
1.4 1452 Heater Efficiency lndicate pool heater efficiency
l.a 1453 Pool heater controls lndicate switch and 65 degree control
l.a 1454 Pool covers lndicate vapor retardant cover
l.a 1454 Pools 90+ degrees lndicate R-12 pool cover
Mechanical Permit ns Checklist MECH.CHK
any q on
Revised May
Mechanical Perm ns Ghecklist MECH-CHK
EG an ca ene ra qu remen
1411.1 General: Equipment shall have a minimum performance at the
specified raling conditions nol less than the values shown in Table 14-lA
through '14-'lG. lf s nationally recognized certiiication program exists for a
product covered in Tables 14-1A through 14-1G, and it includes provisions
for verification and challenge of equipment eificiency ratings, then th€
product shall be listed in lhe certification program.
Gas-fired and oil-fired forced air furnaces with inpul ralings z 225,000
Btu/h (65 kW) shall also have an intermittent ignition or interrupted dsvice
(llD), and have either mechanical dralt (including power venting) or a flue
damper. A vsnt damper is an acceptable alternative to a llue damper for
furnaces where combustion air is drawn from the conditioned space. All
furnaces with input ratings Z 225,000 Btu/h (65 kW), including slectric
furnaces, that are not located within the conditioned space shall have
jacket losses not exceeding 0.75% of the input rating.
1411.2 Rating Condltlons: Cooling squipment shall be rated at ARI tgst
conditions and procedur€s when available. Where no applicable
procedures exist, data shall be furnished by the equipment mgnufacturor.
14'11,3 Comblnation Space and Service Water Heating: For
combination space and service waler heaiers with a principal function of
providing space heat, the Combin6d Annual Efficiency (CAE) may be
calculated by using
used in combination
ASHRA water heat€rs
s shall have
State Nonresidential Code
following:
Form
shall have a means for balancing but not limited to, dampers
temperature and pressure test connections and balancing valves.
1413 Air Economlzerg
1413.1 Operation: Air €conomizsrs shall be of automatically modulating
outsids and return air damp6rs to provide 1 00 percant of the design supply
air as oulside air to reduc6 or eliminate the need for mechanical cooling.
Water economizers shall be capable of providing the total concurrent
cooling load served by the conneted lerminal€quipment laching airside
6conomizer, at oulside air temp€ratures of 45'F dry-bulb/40"F wet-bulb
and bolow. For this calculation, all tactors including solar and internal load
shall be the same as those used for peak load calculations, except for the
outside t€mperatures.
Exceptlon: Water econonizsrs using air-cooled heat r6jection
equipment may use a 35"F dry-bulb outside air tempgrature for
this calculation. This exception is limited to a maximum of 20 tons
per building.
1413.2 Documenlatlon: Water economizer plans submitted for approval
shall include th€ following inform ation:
1. Maximum outsido air conditions for which economizer is sized to
provide full cooling.
2. Design cooling load to be provided by economizer at this outside
air condition.
3. Heat rejection and terminal equipment performance data
including model number, flow rate, cap€city, entering and leaving
temperature in full economizer cooling mode.
1413.3 lntegrated Operallon: Air economizers shall b€ capable of
providing partialcooling even when additional mechanical cooling is
required to meel the remainder of the cooling load.
Exceptlons:
1. lndividual, direct expansion units that have a ratod capacity
less lhan 65,000 Btu/h and use nonintagrat€d economizer
controls that preclude simultaneous operation of the
economizer and mechanical cooling.
2. Wat€r-cooled water chillers with watersido 6conomizor.
1413,4 Humldlflcstlon: lf an air economizer is required on a cooling
syst€m for which humidification equipment is to be provided to maintain
minimum indoor humidity levels, then the humidifier shall be of the
adiabatic type (direct evaporative mgdia or fog atom ization type).
Exceptions:
1 . H ealth care facilities where WAC 246-320-525 allows only
steam injection humidifiors in ductwork downslream of final
filt6rs. 1412.6 Combustion Heating Equipment Controls:
Combustion heating equipment with a capacity over 225,000
Btu/h shall have modulating or staged combustion control.
2. Systems with water economiz€r
3: 10070 outside air systems with no provisions for air
recirculation to the central supply fan.
4. Nonadiabatic humidifiers cumulatively serving no more than
11o/o ot a building's air economizer capacity as measured in
cfm. This refers to the system cfm serving rooms with stand
alone or duct mounted humidifiers.
1414 Ducting Systems
1414.1 Seallng: Duct work which is designed to operate at pressures
above 112 inch wat6rcolumn static pressure shall b€ sealed in accordance
with Standard RS-18. Extent of sealing required is as follows;
1. Static pr€ssure: 'll2 inch to 2 inches; seal transverse joints.
2. Static prsssura: 2 inches to 3 inchesi seal all transverse joints
and longiludinal seams.
3. Static pressure: above 3 inches; seal all transverse joints,
longitudinal seams and duct wall penetrations.
Duct tap€ and other pressure sensitive tape shall not be used as the
primary sealant where ducts are designed to op€rate at static pressures of
1 inch W.C. or great6r.
'1414.2 lnsulatlon: Ducts and plenums that are constructed and function
as part oi the building envelop€, by separating inlerior space trom exterior
space, shall mest all applicable r€quirements of Chapter 1 3. Theso
requirem€nts include insulation inst€llation, moisture conlrol, air leakage,
and building envelope insulation levels. Unheat€d equipment rooms with
combusiion air louvers must be isolated from the condition€d space by
insulating interior surfac€s to a minimum of R-11 and any exterior
envelope surtaces per Chapter 1 3. Outside air ducts serving individual
supply air units with less than 2,800 cfm of total supply air capacity shall be
insulatod to a minimum of R-7 and are not considered building envelope.
Other outside air duct runs are considsred building onvelope until they,
1. connect to the heating or cooling 6quipment, or
2. are isolated from the oxterior wilh an automatic shut-off damper
complying with Section 1412.4.1.
Once outside air ducts mesl the above listed requirements, any runs
within conditioned space sh€ll comply with Table 14-5 requirem€nts.
Other ducts and plenums shall be thermally insulatsd par Tabl€ 14-5.
Exceptions:
1. Within the HVAC equipment.
2. Exhaust air ducts not subject to condensation.
3. Exposed ductwork within a zone that ssrves that zone.
1415 Plplng Sysiems
l4l5.l lnsulation: Piping shall be thermally insulated in accordance with
Table 14-6.
Excepllon: Piping installed within unitary HVAC equipment,
Water pipes outside the conditioned space shall be insulated in
accordance with Washington State Plumbing Code (WAC 51-26)
1416 Complelion Requlrements (Refer to NREC Secflon 1416 and the
Building Conmissioning Guidelines, published by the Building
Commissioning Associallor, for conplete text and guidelines fot building
co m pletion a n d co m n ission in g re q u ire m e nts.)
2004
either an E ne F
1411.4 Packa gan
electric equipment providing both h€atin
capacity greater than 20,000 Btu/h shall
nd cooling wga
be a heat pump
a
Exceplion: Unslaffsd equipment shaellers or cabinsts used
solsly for personal wireless service facilities.
1412 Controls
1412,1 Temperature Conttols: Each system shall be provided with at
loast one temperature control device. Each zone shall be controlled by
individual thermoslatic conlrols responding to temperalure within th6 zone.
At a minimum, gach floorof a building shall be considered as a separate
zo ne.
1412.2 Deadband Controls: When used to control both comfort heating
and cooling, zons th€rmostatic controls shall be capable of a deadband of
at loast 5 degrees F within which the supply of heating and cooling energy
to lh€ zone is shut off or reduced lo a minimum.
Exceptions:
1. Special occupancy, special usage, or code requirements
where deadband controls are not appropriat8.
2. Buildings complying wilh Section 1'141 .4,ilin the proposed
building energy analysis, h€ating and cooling thermostat
setpoints ars set to lhe same temperature between 70
dggrees F snd 75 degrees F inclusive, and assumed to be
constant throughout th€ year.- 3. Thermoslats that require manual changsovsr belween
heating and cooling m ode3.
'1412,3 Humldlty Controls: lf a system is equipped with a means for
adding moisture, a humidistat shall be provided.
1412,4 Setback and Shut-Off: HVAC systems shall be equipped with
automalic controls capable of accomplishing a reduction of energy use
through control setback or equipment shutdown during periods of non-us6
or alternata use of the spaces served by the system. The automatic
controls shall have a minimum seven-day clock and be capable of being
set for seven different day typss per wsek.
Exceptlons:
1, Systems serving areas which require continuous operation at
the same temperature setpoint.
2. Equipment with full load d€mands of 2 kW (0,826 Btu/h) or
less may be controlled by reedily accessible manual off-hour
controls.
14'12,4,1 Dampers: Outside air intakes, 6xhaust outlets and relief outlets
serving conditioned spac€s shall be equipped with dampers which close
automatically when the system is off or upon power failure.
Exce ptlons:
1. Systems serving areas which require continuous opsration.
2. Combustion air intakes.
3. Gravity (nonmotorized) dampsrs are acceptable in buildings
less than 3 stories in height.
4. Gravity (nonmotorized) dampers are acceptable in exhaust
and reli€f outlets in the first story and levels b6low the tirst
story of buildings throe or more stories in hsight.
1412.4.2 Optimum Start Controla: Heating and cooling systems with
dssign supply air capacitios excseding 10,000 ctm shall have optimum
start controls. Optimum start controls shall be designed to automatically
adjust the start tims of an HVAC system each day to bring th€ spac€ to
dssired occupied temporature l6v€ls immediately before scheduled
occupancy. The control algorithm shall, as a minimum, be a function of the
difference between space temperatu16 and occupied setpoint and the
amount of time ptior to sch€duled occupancy,
1412.5 Heat Pump Contaola: Unitary air cooled heat pumps shall include
microprocessor controls that minimize supplemgntal he€t usage during
start-up, set-up, and defrost condltions. These controls shall anticipate
nsed for hoat and use compresbion heating as the firsl stage of heat.
Controls shall indicate when supplemsntal heating is being ussd through
visual means (e.9., LED indicators).
1412.6 Combusiion Heatlng Equlpment Controls: Combustion heating
equipment with a capacity over 225,000 Btu/h shall hav€ modulating or
staged com bustion control.
Exception 8:
1. Boilers.
FF CAF
< 50 oal storaoe 0.58 o.7'l
50 lo 70 oal storaoa o57 o.7'l
> 70 oal storaoe 0.55 0.70
2.
,l I
ReceiptNunber: ffi
BLD07-079 989800052 Building Permit Fee $3,093.7s
Total
$150.00
sisooo
$2,943.75
HECKc 24557 $ 1s0.00
Total $150.00
genprntrreceipls Fbge 1 of 1
IJTTLE €r LrcTLE,CON S.TRUCTION C O.
2ctr,9 {TH STKEET
POR? ?Oh I$END,,WA 11368
436U 38*s606
FRONT]EF BANK
POBT TOWNSEN E; WA, 98368' 98-7621251
AI
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PAY
TO THE
ORDER
OF:
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Li{-y o4 7o-lfi,u'}ns^,J
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P.O. Box 699
Tracyton, Washington 98393-0699
(360) s77-1026
Little & Little Construction Co
2009 4th st
Port Townsend, WA 98368
April 2, 2007
ATTN Alex Little
Ref:First American Title Calculations
Port Townsend Business Park
Enclosed are the drawings & calculations for the structure of the 5,000 SF 1 story office
building with wood frame roof. The structural analysis was based on the drawings
prepared by Wendy Ryan.
As discussed, our design is limited to the indicated structural aspects of the building, with
the balance of the residence covered by the general provisions of the IBC or designed by
others. All framing shall be in accordance with the lBC. Please refer to your drawings for
all construction information other than what is indicated in the structural drawings. lf you
have any questions, please feel free to call.
Yours truly,
John G. (Jay) Bartram S.E., P.E
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DEFL. -ENGTH / DEFL in.0.298 479 0.007 4,864 0.000 #####0.109 1 ,099 o.o45 2,146 0.089 1,073 0.175 549 0.267 563 1.580 273 0.087 1,106 0.566 509 0.t66 868 1.075 262
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OK OK OK OK OK OK OK OK OK OK OK OK OK
4t
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Page2
Company
Designer
Job Number
PRODESIGN
BARTRAM
1OTH ST BLDG C T1
Apr 2,2007
5:28 PM
Checked By:_
Global
Dis r 3
Max lnternal Sections for Member Calcs 99
lnclude Shear Deformation Yes
W in Yes
Area Load Mesh i inn2)44
Meroe Tolerance (in)12
P-Delta Analvsis Tolerance 0.50%
e Y
Hot Rolled SteelCode AISC:ASD 9th
Cold Formed SteelCode AlSl99:ASD
NDS Wood Code NDS 91: ASD
NDS Temoerature < 100F
Concrete Code ACI 1999
Num r ions 4
Reoion Soacino lncrement tn 4
BiaxialColumn Method Exact lnteoration
arme Beta Factor (PCA)65
ncrete Rectanoular
Use Cracked Sections Yes
Bad Framinq Warninos No
Unused Force Warninos Yes
General Material Prooerties
Joint Coordi nates and Temperatures
N1 o 0 0 o
N2 o g 924 o o
N3 553 I 73C o o
N4 7.417 o o o
N5 8 0 o o
N6 I 7 257 o o
N7 R 583 o o o
N8 17 _217 4.1 85 0 o
N9 17 771 o 0 0
N10 17 771 4 o o
N13 -.553 9.739 0 o
N14 -7 417 o 0 o
N1s -8 o o o
N16 -8 7.257 0 o
N17 -8 583 o o 0
N18 -17 217 4 1R5 o o
N19 -17 771 o o 0
N20 -'t7 771 4 o o
General Secfion Sefs
BC RF7 5x6 25 None Beam GEN GLB No Redesiqn 46.875 152.588 219.727 302.795
Fltr7 SxG 25 None Beam GFN GI B No Redesiqn 46 P.75 152 588 219 727 302.795TC
GtrN GI B No Redesiqn 23 4?A 19 073 1 09 863 56 317WRE7.5x3.125 None Beam
RISA-3D Version 5.0 [E:\r3dv4\L&l_AM T|TLE.r3d]Page 1
Company
Designer
Job Number
PRODESIGN
BARTRAM
lOTH ST BLDG C T1
Apr 2,20O7
5:28 PM
Checked By:_
General Section Sets (Continued)
Member Primarv Data
M1 N10 N8 TC None Beam GEN GLB Tvoical
M2 N8 N6 TC None Beam GEN GLB Tvnical
M3 N6 N3 TC None Ream GEN GLB Trrnical
M4 N3 N2 TC None Beam GEN GLB Tvoical
M5 N9 N7 BC None Beam GEN GLB Tvoical
M6 N7 N5 BC None Ream GEN GLB Tvnical
M7 N5 N4 BC None Beam GEN_GLB Tvoical
M8 N4 N1 BC None Beam GEN_GLB Tvoical
M9 N3 N4 W None Beam GEN GLB Tvoical
NIl O N7 N8 W None Beam GEN GLB Tvnical
M11 N6 N5 P None Beam GEN_GLB Tvoical
M12 N10 N9 P None Beam GEN_GLB Tvoical
M13 N20 N18 TC None Beam GEN GLB Tvoical
M14 N18 N16 T(]None Beam GEN GLB Tvnical
M15 N16 N13 TC None Beam GEN GLB Tvnieal
M16 N13 N2 TC None Beam GEN GLB Tvoical
M17 N19 N17 BC None Beam GEN-GLB Tvoical
M18 N17 N15 B()None Beam GEN GLB Tvoical
M19 N15 N14 BC None Beam GEN GLB Tvnical
M20 N14 N1 BC None Beam GEN GLB Tvoical
M21 N13 N14 W None Beam GEN_GLB Tvoical
M22 N17 NlB W None Beam GEN GLB Tvoical
M23 N16 N15 P None Beam GEN GLB Tvnical
l\424 N20 N19 P None Ream GEN GLB Tvnical
Basic Load Cases
DL None 16
lt None I
Joint Loads and Enforced Displacements
No Data to Print
Member Distributed Loads
M4 -'t2 -12 o 0
M3 -12 o o-.12
M2 -12 -.12 0 0
M1 -12 -12 o o
oM8-.12 -.12 0
M7 -12 -.12 0 o
M5 -12 -12 o o
oM6-.12 -.12 0
M13 -,12 -.12 o 0
M14 -12 -12 o o
M15 -12 -12 o o
RISA-3DVersion5.0 [E:\r3dv4\L&l_AMTITLE.r3d]Page 2
Company
Designer
Job Number
PRODESIGN
BARTRAM
lOTH ST BLDG C T1
Apr 2,2OO7
5:28 PM
Checked By:_
Member Distributed Loads (Continued)
M16 -12 -12 o o
M17 -.12 -.12 o o
M18 -12 -.12 0 0
M19 -12 -12 o o
M20 -12 -12 o o
Member Point Loads
No Data to Print ..
Load Combinations
Joint Reactions
1 N9 0 8.717 NC 0 0 o
1 N19 o a 717 0 0 o 0
1 Totals:o 17 433 o
1 coc /fr).x.o Y' 5 027 7.O
Member Section Forces
1 M1 1 3.672 7.364 0 0 o 3 135
2 3 641 7 272 o o 0 .998
3 361 714 o o o -1.112
1 M2 1 I 792 1 112 o o o -1 112
2 9.283 -.415 0 0 o -2 AO7
3 8774 -1 942 o o 0 2.918
1 M3 1 10 05 1 536 o o o 2.944
2 9.638 302 o o o - 623
3 9.227 s32 o 0 0 612
1 M4 1 7 435 -2 28,3 o o o .612
2 7 404 -2 375 o o o 1 2C1
3 7.373 -2.467 0 0 n 1 907
1 M5 1 -1 15 551 0 o o 1.465
2 -1 15 - o53 o o o 321
3 -1.15 -.656 0 0 o 195
1 M6 1 -8 938 3 091 0 o 0 1.95
2 -8 938 3 053 o o o 1 054
3 -8.938 3.015 0 0 0 17
1 M7 1 -9 048 - 721 o o o 903
2 -9.048 76 0 o o 't 118
3 -9 048 - 794 o o 0 1.345
1 M8 1 -7 775 975 o o o 1 345
2 -7.775 .487 0 0 o -1 365
3 -7 775 o 0 0 0 -2.269
1 M9 1 -2 238'02 o o o o
2 -2.21 0 0 o o - 058
3 -2.182 -.o2 o o 0 o
1 M10 1 -8 643 025 o o o 0
RISA-SDVersion5.0 [E:\r3dv4\L&l_AMTITLE.r3d]Page 3
Lorounu : PRoDESIGNDesigner : BARTRAM
Job Number :1OTH ST BLDG C T1
Apr 2,2007
5:28 PM
Checked By:_
Member Section Forces (Continued)
2 -8 655 o o o o - 059
3 -8.666 -.o25 0 0 0 o
1 M11 1 3 703 - 11 o 0 o -.067
2 3 719 - 11 o o o 333
j 3 736 - 11 o o o 733
1 M12 1 8.147 -1.15 0 0 0 -3.135
2 8 157 -1 15 o o o -.835
3 8 166 -'t 15 o o o 1 465
1 M13 1 3.672 7.364 0 0 o 3 135
2 3.641 7.272 o 0 o .998
3 361 714 o o o -1-112
1 M14 1 I 792 1 112 o o o -1 112
2 9.283 -.415 0 0 0 -2 AO7
3 4.774 -1.942 o 0 o 2.918
1 M15 1 10 05 1 536 o o o 2.984
2 I 638 3o-2 o o o - 623
3 s.227 932 0 0 o 6'12
1 M16 1 7.435 -2.243 0 0 o 612
2 7 404 -2 375 o o o 1 291
3 7 37?-2 467 o o o 1 997
1 M17 1 -1 15 551 o o o 1 4F,5'
2 -1.1 5 -.053 o 0 o ?21
3 -1 15 - 656 o o o 1.95
1 M18 1 -8 938 3 091 o o o 195
2 -8 938 3 053 o o o 1 054
3 -R 93R 3 015 o o o 17
1 M19 1 -9.O48 -.721 0 o o 903
2 -9 048 -76 o o o 1.118
3 -9 048 798 o o o 1 345
1 M20 1 -7 775 975'o o o 1 345
2 -7.775 .4A7 0 0 0 -1 365
3 -7 775 0 o o o -2.269
1 M21 1 -2 234 02 o o o o
2 -2 21 o o o o - o58
3 -2.182 02 0 0 0 o
1 M22 1 -8 643 o25 0 o o o
2 -8 655 o o o o - 059
j -R 646 - o25 o o o o
1 M23 1 3.703 .11 0 0 o .067
2 3 719 11 o o o - 333
3 3 736 11 o o o -733
1 M24 1 8.147 1.15 0 0 o 3.135
2 8 157 115 o o o 835
3 I 166 115 o o o -1 46s
RISA-3DVersion5.0 [E:\r3dv4\L&l_AMT|TLE.r3d]Page 4
I
City of Port Townsend
Development Services Department
250 Madison Street Suite 3
Port Townsend WA 98368
(360) 379-5095 FAX (160) 344-46t9
MEMO
TO:Patty Voelker, Finance
FROM:Scottie Foster
CC:Little & Little
DATE: February 28, 2008
Refund fbr BLD07-079 Plan Review
On April 25,2001 , Little and Little paid $ I 50 for plan revier,v ol a commercial building
perrnit. The application was subsequently put on hold and then withdrawn. Planning
staff had not done any review of the application.
Leonard Yarberry has approved refundingS0% of the plan revierv fee.
Therefore, please refund $ 120 to Little & Littte, 2009 4'h St- Port Tor,vnsend, WA
98368.
A copy of the receipt and the FMS Report is attached, along rvith a copy of the
Leonard's approval the 80% refund-
RE
ReceiprNunber: 0iJ8tz:j';irq,.:::.
BLD07-079 989800052 Building Permit Fee
CHECK 24557
Total
{4o{und €o Qo
z-zr- lg
o t-
$3,093.7s
Total
$1s0.00
$150.00
$2,943.75
$ 1s0.00
$ 150.00
PLo n K+furuC €ee-
genprnl rrec eipts l%ge 1 of 1
Cify of Port Townsend
Office of CitY AttomeY
250 Madison Street, #2,PottTownsend, WA 98368
Telephone: (360) 3S5-5991 Fax: (360) 3854290
e-mail : iwatts@citYo&rus
June 15,2007
PatickM.Irwin
Plattkwin Taylor
403 SouthPeabodY
PortAngeles, WA 98362
J'uN i S njit
gu)
/o;,;
6(
i lr''li,: lr.r
:: . 1..
Re: Your June 1, 2007 Letter-Notice of Appeat @irst American Title)
Dear Patrick:
DSD Director Leonard Yarberry referred to me for response your letter of June 1' For the
reasons set forth U"to*, tLr" is no administative agnial 9f DSD Dj199tor Yaberry's Ma1ll'
2007 letter. under ,.p*ut" cover, the city will mail you back the $200 appeal fee you paid'
Appeal. The May 21,letteris not a final decision ona permit and is not appeallble under the Port
Townsend Mgnicipal Coa". Nor is it an "interprctation:'und"r the PTMC that is subject to
appeal. It is at most a plan review comment'
A building permit like the Fifst American permit is gro.cgs1ed as a Type I permit' PTMC
20.01.040. PTMC 20.01.040 providestheie is rro uibioi"truti\ e appeal of aType I decision'
See PTMC 20.01.040 Table 2 - Action Type'
Chapter 1.14 - Uniform Appeal Procedures of Administative Decisions does not apply because
that^section does not upply io I'yp" I decisions. PTMC l.l4'02} Definitions'
Section 20.01.2g0-Appeal sl4dministrative lnterpretations elcl Approvals (Type I and tr)
pr*ia., an appeal of aiministative interpretatio"s, t9-9" City,Council' This section appears to
i""ni;t *itft section .040 (no adminisnative appeal of Tlpe I decision allowed)'
Chapter 20.02-Interpretation of Land Development Codes provides an appeal to the Council of
a Diiector's interpretation of the provisions of various land use codes'
Statutory construction requires that "statutes must be read together to detemrine legislative
purpose to achieve a harmonious total statutory scheme ..- which maintains the integrity of the
respective statutes," City of Ellensburg v. state,118 Wn. 2d709,713,826 P.2d 1081 (1992)
2d 1373 (1ee1)).(quoting Employco P er$onnel Sems., Inc -Seattle,l17 Wn. 2d606,817 P
various code are
A NATIONAL MAIN STREET COMMUNITY WASHINGTON'S HISTORIC VICTORIAN SEAPO
Reading Section 20.01.290 and Ch. z}.O2together, the adminishative appeal referred to inSection 20-01 -290 must refer to the appeal piovided in Ch. 20.02. To construe it ottrerwiseresults in a conflict between PTMC 20.01.040 (no Tlpe I adminishative appeal allowed) and20.01.290 (TWe I administrative appeal allowed).
Further: "Generally,-provisions of a specific more recent statute prevail in a conflict with a moregeneral predecesso r." citizens for crean Air v. spokane I I 4 wn. zd 20, 37 (lgg0). prMC
20'01'040 (no Type Iadminishative appeal allowed) was last amended n20b4(a1rd before that,in 2003)' PTMC 20-01-290 (Type I administrative appeal allowed) was lasr amended in 2001.
Chapter 20'02 PTMC sets forth the requirements to obtain a land use code interpretation, and forappeals from such interpretations. The process requires an application, submittal fee, and otherrequirements intended to allow for careful consideiation by ttri Oeparment of a request
concerning code interpretation. (The code interpretation here ronJ"rn, application of various
codes, including provisions relating to PUDs and road access, to the trquot for access.) please
refer to ch.20.02 if you choose to submit a request for an interpretation.
Access. Without responding to everypoint in your letter, and reserving the rigbt to respond inmore detail if you seek a Ch.20.02 interpretation, I would point out a Jouple 11 t,;r,gs.-
l' The First American lot proposed for development is located in a business park approved
as a planned unit development (PUD). A PIJD, as you know, approves a generat
-
development plan (in lieu of individual lot develorpment). The FtiO upproved here is
reflected h ryd subject to the approval documents and tile developm# agreement
between the litf and the owner (PUDA). Those documents ptorrid" for a pattern of
development including a pattern of public and private roads. The pUDA states it is
"approved and the property described above may be developed in accordance with the siteplans" attached to the PUDA. The PUDA also includr toud circulation plans. These
plans show the approved access and road plan of the planned development. The plans do
not show any access onto Howard Street or South Park Avenu, * propored by Fi"st
American.
6/1 s/2007 City Attorney Page 2
2' Development in the business park is also subject to the CCRS. The CCRs state all
buildings and structures "are required to conform to the Site plan." CCR at 3.1. The
CCRs state the road and circulation plan is Exhibit V to the CCRs. The site plan and
Exhibit V define the access plan, and do not show aoy access onto fto**j Sheet or
South Park Avenue as proposed by Fint American.
3. You commentthatparagraph 44 ofthe PUDA states storage yards shall access from
secondary access roads in the PUD, and conclude from this that there are no reshictions
on lots accessing primaryroads like Howard. As stated above, lot access is defined by
the approved site plans and road plans in the PUDA and the CCRs. The pUDA and
CCRs show both an internal primary and secondary road system within the business park.
Paragraph 44 only states storage yards must access from secondary roads in the parkiand
Page3
6/1 s/2007 City AttorneY
cailrot access from the primary internal circulation road loop in the park)" Paragaph 44
has no application concerning a request to access onto roads outside the park like
4. The pUDA provides for its modification. (PUDA, at paragraph 1') Yow client may seek
amodificati,on of the PUDA for access onto Howard'
5. The PUDA has been modified in several instances, including with respectto the site plan
and road map, and specifically with reference to access to Lot 52' Arevision in 2000
altered the access road betwe.t, Lot, +g and 52. This clearly evidences recognition and
acknowledgement on the part of thep-t o*"rs that the site plan and road plan controls
and defines access, and alteration of tfr" site plan and road plan requires a City-approved
Howard.
amendmentto the PUDA.
manual (EDS).
6. Any modifrcation of access for the business park would have to meet City standards and
policies, including the CompreheorJ" pf* *a tnt Crty's engineering design standards
7. The Comprehensive plan adopts the Draft Arterial Street Plan (Appendix 5 of the
comprehensive Plan) as a policy document. It *should be used as a guide for
development of future arterial steets-..." Comprehensive Plan' SectionVI-13'
8. The Draft Arterial Street Plan states "the proposed Howard Street extension would best
serve the area as a minor arterial. . .." n -upio the Street Plan shows the "Concepfual
Location Howard Street Corridor'"
g. contrary to the statement in your letter, the city'1 engineering design standatds manual
(EDS) does notclassiff Howard streeias a "local access street." The EDS (consistent
with the Draft Arterial Street pfan) specifically classifies Howard Street as a minor
arterial. EDS, Chapter 6 TransportaiiotU S""doo 13 Functional Classification' at ii (12)
(New Steet: ffowara St general utiffi"tt,-Sims Way to Hastings Ave'")' The EDS
also provides: "Driveway access "iii-J"ti"fs and coliectors shall be avoided wherever
possible. Driveway access shall notbe allowed where other lot access methods exist
and/or where access onto tle ,t ".ii, ,o*idered unsafe'" Section 26 (a)' The EDS is
adopted*a.'ign'*a*a'byordinancecodifiedatPTMCl3.0l.050.
10. Even if the PUDA and ccRs allowed (or did not prohibit) access other llan as shown on
the site and road plans, and without pt i"ag*g {Y arulication for modification to the
puDA, a city decision to pohibit rotr i"trt" business park from accessing directly onto
Howard would appeal to be ,orrsist nt ilth policit' it' th" Comprehensive Plan' Howard
Street's classification as a minor ott"tiur, and regulations contained in the EDS'
6/t 5/2007 CityAttorney Page 4
I am happy to discuss this with you further. Thank you and please call with any questions.
Sincerely,
:=
John Watts
CityAttomey
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CUSTOMtrR ASSISTANCE MEETTNG
DEVELOPMENT S ERVICES DEPARTMENT
250 MADISON STREET, SUITE 3
PORT TOWNSEND, WA 98368. Tel: (360) 379-5095 Fax: (360) 344-4619
Date submitte d: ollU-lol
Submittal is required oi" *iik prd, tu the scheduled meeting.
Date requested for conference:
(Confereuces are held [tednesday
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Please submit 10 copies of This completed application AND
A Sile Plan illustrating the proposal
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PROJECT INFORMATION:
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Applicant:*ltr- +
bFMailing Address:
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ProPerty owner: {Z\a* lJng'+-c? F
Mailing Address TO ZH, Tavl Ac>l^6^*^Bntt,
Phone:Fax:Email:
Property Location:
Legal Description:LoY 5Z -W ftottgfr^.r,\ T-*.1<-
Site Address:Parcel No.
Description of proposal. Think of it in tenns of the types of questions you want answered.
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concepts of a proposed project.The Meeting IS intended to take p lace prror to detailed engmeermg work,
the submittal must be of sufficient clarity and detail to allow staff to revlew and evaluate the proposal.
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