HomeMy WebLinkAboutPermit File 2302 37th Court 1 \,
`,Z I OT CITY OF ANACORTES
4 WASHINGTON t
TCept� BUILDING DEPARTMENT
CERTIFICATE OF OCCUPANCY
This is to certify that the(Description of Building or Structure):
S1uaf_c Family Residence
1e 2302 37th Court
Located At:
4. STREET&NUMBER
-`' Wilmoor Developnert
lc Owner:
Constructed By: Owrr
OWNER OR CONTRACTOR
' Bldg. Permit#: COM245}0 OO287
t,.ry 12—OO
.;' - Date Issued:
fOcc. Group: R_! Use Zone: _ 2
Has Been Inspected And Occupancy Is Hereby Authorized.
fr
`'-' This 11 LI1 Day of January 20 Ci
t, -tte�a4
p=; AUTHORILNO OFFICIAL
t'
SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. GG
1MM...a '■ a{
it
O C0
COMBINATION PERMIT
CITY OF ANACORTES PERMIT NO: COM2000-00174
P.O. BOX 547 APPLIED: 9/12/00
ANACORTES, WA 98221 ISSUED: 10/4/00
(360)293-1901 EXPIRES: 10/4/01
SITE ADDRESS: 2302 37TH COURT
ASSESSOR'S PARCEL NO.: 4743-000-007-0000
PROJECT DESCRIPTION: New Single Family Residence
OWNER CONTRACTOR _ LENDER
WILMOOR DEVELOPMENT
16981 REDMOND WAY
REDMOND,WA 98052
425-885-2287
TYPE OF WORK: NEW AREA(SF) VALU: $129,500 FEES
TYPE OF USE: SF LOT: 10,245 REQUIRED SETBACKS
CENSUS CATEGORY: 1ST FLR: 1,080 FRONT: Type By Date Receipt Amount
ZONING: 2ND FLR: 966 SIDE(1): ESPL MRD 10/4/00 03-010556 -$100.00
R2 BASEMENT: SIDE(2): PLCK MRD 10/4/00 03-010556 $330.20
OCCUPANCY GROUP: GAR/CARPORT: 698 REAR: INSP MRD 10/4/00 03-010556 $50.00
R3 OTHER: REQUIRED PARKING PRMT MRD 10/4/00 03-010556 $508 00
TYPE OF CONSTRUCTION: TOTAL: PMEC MRD 10/4/00 03-010556 $113.50
5N NUMBER OF UNITS: 1 ACCESSIBLE: PPLM MRD 10/4/00 03-010556 $118.00
OCCUPANT LOAD: STORIES: 2 COMPACT: STBC MRD 10/4/00 03-010556 $4.50
BUILDING HEIGHT: IMPRV SURF: SEWR MRD 10/4/00 03-010556 $3,796 00
IMPT MRD 10/4/00 03-010556 $400.00
MechanicalEquipment Plumbing Fixtures STRM MRD 10/4/00 03-010556 $1,126.00
Equipment Type Quantity Fixture Type Quanti PARK MRD 10/4/00 03-010556 $615.00
Furnace<100k btu. . . . . 1 Bath Tubs 2 Total $6,961.20
Clothes Dryers 1 Clothes Washers 1
Ventilation Fans 4 Dishwashers 1
Exhaust Hoods 1 Hose Bibs 2
Fireplace . .. . 1 Lavatories 3
Hot Water Tanks . . . .. . . 1 Kitchen Sinks,w/Disposal 1
Gas Outlets 1 Water Piping and Water Treatment System. 1
Water Closets(Toilets). . . 3
I hereby acknowledge that I have read this permit and state that the above information is correct, and
agree to comply ith all ordinances and laws regulating activities covered by this permit. I
Iss d by Applic t or� r's Signature
24 Hour Notice Required For All Inspecti
DIDJCZE pE(,Elig DSc...T.1MR RIOEIF;
Nil OF ANROORTEE
MMICIOIL DSILDEIG
304 EIS STREFT
(260) 25S-1905
OSSAKE DEFPRISENI
EE2- EEIrI:03-01S:562 C'JJos.: CJ. 20H
,ciSF.IERID 2i )s Fo;CDt CA 2025
1
UTLDiG PERS:I FE „
5scsi.
1,53A OESER IFESDEO-17CH I I51 rr
301a Di5OS ETAIE ODIN 4.--J72
2022 SEDES-SESEEAL FREI
LED3 DEJ IDFDCI FEEE-OT Di4O0,,OF,
3qg ;Toni DAIS-GEH
33: DEJ IFPW,T FOES-PO DSIDIAO
TOTAL DUE
RECOUE0 FEUER
SisTEFDR, DEVELOT1ETT
CFOOL DE,FE:.2E
ICTOL IESDERED 'DS,SI.1.20
COME DUE T0.60
oo
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THMS FOR is PWIriENT
ELOulCOIE RECEIV DUKICOTE SECEfllT
4.
1 yy� jv: , /+ %/ p 8 Y3 6 frXf i3 ead eveg 0 fwr.; Y e.5 ,nie. ;o ,4 s.:.4 xnY x,A
SITE AD 2302 — > ,� ASSESSOR
.:,�a. •,..n- 2 ,,,
DRESS: 37th COURT SSESSORNO.: 1'17y�J"Qtt-d67'
LOT: 7 BLOCK: DIV: - ADDITION: 37th COURT
;,/n• ?% & �slswgs...` „,,,,, viw:m,NwreH'»si»>. 7$8tt E s ::: d 8 .s
Name: Name: Name:
Wilmoor Development Wilmoor Development
Mailing Address: Mailing Address: Mailing Address:
16981 Redmond WAy 16981 Redmond Way
City: State: Zit): City: State: Zip: City: State: Zia
Redmond, WA 98052 Redmond, WA 98052
Phone No.: Phone No.: Phone No.:
425-885-2287 Contractor License: WILMODC044JT
Contact Person: Greg Wilson PhoneNo.: 425-885-2287
vw.o."„a, .., n,s':,r >,,,,,, A„..s.. • ..L tiq& " 72 .➢� ,', .. .N<. .
(Check One) 1
Single Family: V Multi-Family: Apartment: Condominium: Senior Housing:
Retail: Office: Restaurant: Manufacturing: Storage: Bank:
Assembly: Accessory: Automotive Repair: Other(Specify):
DESCRIBE OF WORK: �e....5 Co.as viz—,cr, o.S 0.pr'F- r^ '9y,a 7 y' - »P`i" " ^t'Ai C� � , 'IP: R 3;..X� : Z''' `7 '— / k 3 r 3
Street Setback: 2-o ft. 2nd Floor: F"w-c, sf. (Circle Y or N)
1st Side Setback: , D ft. 3rd Floor: sf.
2nd Side Setback: 6 ft. Basement: sf. Shoreline/Wetlands Y (N
Rear Setback: --o ft. Occ. Group: Water on/Adj. to Property Y 61
Use Zone: 2-2— \ Carport Area: sf. Soils Report Y el
\
Type of Construction: ,.. .D Garage Area: pat sf. Sensitive Area Y 14
Lot Area:,o,245 sf. No. of Stories: 2 sf. I aterQmers Agreement Y t14
No. of Dwellings: 1 Building Height: sf. Fire Hydrant(250 FT) ® N
Lot Coverage: ;-1i? Deck Area: ,aO sf. Variance Y e
1st Floor: \omit) sf. Covenant Y N
Project Valuation(Labor and Material Cost): 4 \31 I OcZ>0 I
THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE, AND SHALL EXPIRE
BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY
SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN
AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL COMPLIED WITH
WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. '/
SIGNATURE: C DATE: - 1 vc%
;im in
s .as.:. y$a�3.,k a'[ r o. �";.:[ €..07i. n<.'f=:�'i> �.3.,. ,.k,.>✓.,.:n�>.
Tip N : :: .' EI' '
.....✓: :f. ..: ....nn...,,:.:.n:.:.v r[.:.:.:: 0 F':.n. .... ... ✓ .... n ,vv n:....k [::':::.....n. �'I' v:fi.�. n6` fC.{;j(.
... .... ...:..,........:.... F ..... r ...:..cF.,t..:..y,,.,...n:.... .......::o..,,.n..,,.,,:v., .v r �.,r.[...:..£... .e ...... .rb4
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NI,P:T.LIT� ., +�;.&y ` ECHANT.CA� �`� .:.,.:.:,IT";APPL,T �:�'IC��T.; ::[[:. ....
....,.....i.:..::..::. .. Ili. � ... .. .
SITE ADDRESS: 2302 — 37th COURT ASSESSOR'SNO .:
LOT: 7 BLOCK: ADDITION: 37th COURT
...... :. :..�......:. ..: 1.,W1.FTilttl\s?.4,Vl�:iu]':::�:.i:;:f.'F9�.'.o£i!!:i:;l::.i:'`:i(:
:':i.� ';ii:ra::. .;:f:::t ..A;. ?i : l'j:;J.'l:Cai?uif:"y�£.:.:.::.:.....:!::.:.,r,.....:......:?'.>`!f.'y;:::MAC` . '.:'" .... ........... .... ..... ...n..:
Name: WILMOOR DEVELOPMENT CORP. Name: WILMOOR DEVELOPMENT CORP.
Mailing Address: 16981 REDMOND WAY Mailing Address: 16981 REDMOND WAY
City: REDMOND State: WA Zip: 98052 City: REDMOND State: WA Zip: 98052
PhoneNo.: (206 ) 885-2287 PhoneNo.: ( 206 ) 885-2287
Contractors License No.: WILMODC044JT
T cif`h ......
�.
... ..�::........a;��MST ih1�]f,11 ::£:
bro:: [...........................................
NO: Type of Fixture NO: Type of Equipment
3 Water Closet 1.5 GPF Air Cond. Unit HP
Bathtub Refrigeration Unit HP
Shower 2.5 GPM Boiler BTU/HP r
t Dishwasher 2.5 GPM \ Forced Air System BTU
" Lavatory 2.5 GPM Floor Furnace I
1 Kitchen Sink 2.5 GPM Wall Heater
I Clothes Washer i Clothes Dryer
Urinal 1.0 GPM 4 Ventilation Fan
—
Drinking Fountain I Range Hood --
Floor Sink or Drain Air Handling Unit CFM
Slop Sink Pre-Mani. Stove or Fireplace
Water Piping i Gas Fireplace
-2 Hose Bibs 1 Gas Water Heater
Back Flow Prevention Device Gas Piping
Other(Describe) Other (Describe)
GAS: ELEC: OTHER:
THIS APPLICATION IS RECEIVED BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING ANI)MECHANICAL
CODES AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS
APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM TIIE LEGAL OWNER OF TI IE PROPERTY FOR WHICH TI11S
APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OFTTIE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCE GOVERNING'1'111S TYPE OF
WORK WILL BE COMPLETED WITH, WIIETHER SPECIFIED HEREIN OR NOT, INCLUDING CALLS FOR INSPECTION. Jj I
SIGNATURE: 3`— `" DATE: . 1 �!o0
u
. ` n n
BUILDING PERMIT '
CITY OF ANACORTES PERMIT NO.: BLD2000-00287
P.O. BOX 547 APPLIED: 00-09-12
ANACORTES,WA 98221 ISSUED: 00-09-12
(360)293-1901 EXPIRES: 01-09-12
SITE ADDRESS: 2302 37TH COURT
ASSESSOR'S PARCEL NO.: 4743-000-007-0000
PROJECT DESCRIPTION: New Single Family Foundation Only.
OWNER CONTRACTOR
WILMOOR DEVELOPMENT I
16981 REDMOND WAY
REDMOND, WA 98052 '
Primary Phone: Primary Phone:
Phone 1: 425-885-2287 Phone 1:
License#:
TYPE OF WORK: NEW AREA VALUE: $ 7500.00
TYPE OF USE: SF LOT: sf REQUIRED SETBACKS:
CENSUS CATEGORY: 575
1ST FLR: sf
ZONING: R2 2ND FLR: sf FRONT: ft r
Occupancy Groups BASEMENT: sf SIDE 1: ft I
GAR/CARPORT: sf SIDE 2: ft
1: R3 2: OTHER: sf REAR: ft
3: 4: i, --^'n0PD PARKING f
Construction Types i j%1;;,'-,; i ,
NUMBER OF UNITS: i r:;, !1 .; a,a, . I ;a I
„ 14-J
1: 5N 2: STORIES: ""'' `
3: 4: BUILDING HEIGHT: a II ; '" . i , ,
kf:2`.'-' ,.,n f'" II , in i i,
8- igT' - L II 1 .i
eri-)�-r44Tl— II I i 1
1 'f G II F,JIL 1 I 1 !1
FEES NOTEE'�';;" �,,,t, n- aI..R 1 _� , , II
:t;ty��IJ Li'
T W Hf-i,� za ' I. i 1� 11
Type By Date Receipt Amount - -:- ,,,,�.' II mot- - t, -
PLCK MRD 00-09-12 0105430 ; 7 Li
-�:�ua . 'I j '—7. E Et;' %I li
'i
PRMT MRD 00-09-12 0105430 $68.50 ;u.� !.I; U= €3
I,
I-
;IDSTBC MRD 00-09-12 0105430 _ ~cck, I' 'c_3r2 L
Total: $117.53 " ral
tb[i, ip rY f. II
'
I
I
I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply I,
with all ordinances and state and federal laws regulating activities covered by this permit.
(1,4/ P-c o 11. -Q Q:12-D-r\ """" .SLQ ,
Issued by Ap cant orcl�rner's Signature
CONDITIONS OF APPROVAL:
24 Hour Notice Required For All Inspections
12/23/97 10:22 $360 4245885 FIRST AMERICAN +-�-. FATCO ANACORTES Ij091/003
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'• I COVER SHEET VJ KATHY HILt.
RERAN TO. '97 CC22 P3 20
in 11nr. pm.>� fir 1 EC3FLE2 FLIT_._. 0%1
REDUSSI OF
�1661-5 Redmond Way, Slate N404
•I. tend, WA 98052 S712220112 i A .
. I A TM W 5)(«aim oaatabatd herds):•
i A Oa:EDARZ NOT TO OPPOSE PULVRE LOCAL INPRGVEZ7EarT DISTRICT
. R 4CE NUMBEINSI OFDOCUMEW$ASSIGNED OR RELEASED; .
. ° WA
(I FLOMON> +cs NtameaoN PAOE_��
e,. i GRAM M"(hut Rama Rat Ryas and initials): .
}
I. VILLAGE PARK, LLc
2.
w
3. •
:.
I I A0011101ALNAlatal PAGE OP DOCUlaNT.
ottaampa
($)(Lau ma,Ora name,and initials):
I.City of Aaacortee
L • y
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{ I I ACOmONALNANES ON mot OF Noowa+r.
1 (EGAL DFSCRIPfION(AMMeviatd:i.e.lot Wank plat orgaastc.aadion,township and ngga):
I Lots 13 through 21 and Lot 24, !Plat of Village Park" as per Plat zecocddd
r in Volume 16 of Plato, pages 192-19311.thunoNAii"o4Ms)_NPAnt maxi:wpm
Records o£ Skagit Canty, eaahingten-
ASSESSOt'S PARCEIJFAX ID.NUMBER: r
. i IA TAX PARCEL t4II4BER FOR ADOMONAL LEG
AL(S)GAL(S)ON PAGE 2 OF DOCUMENT.
i
! 3712220112
Beg /4irt;p230
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I
12/23/97 10:22 $360 4245885 FIRST AMERICAN ... FATCO ANACORTES II002/003
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A COVENANT NOT TO OPPOSE FUTURE LOCAL IMPROVEMENT DISTRICT
ma undersigned owner el the fdlowing ticeabed property, Lgm 19 eunuch 21 and Lot 24 within Ina
Plat of Videos Pant Anacanes WA for and in camiderapon of the granting of building permute by the City of
Aracortes for the construction of single family residences on said property does covenant and agree an betted of
itself, Ws heirs, successors and aastgns, to waive the right to protest or oppose: pre formation of a lord
Improvement titanic which would bHSinanced by olhare to develec age Street Imosapments adjacent to the Met
of Valens Park and:the vacation SC"Street adjacent to the Plat of Y2aoe Pant.
This agreement constitutes a covenant running with the land and shall be binding wpm W patties and
their heirs,successors and assigns.unlit said improvements listed above are aoiialy consbucad and the final
assessment roll,it a local improvement district is Weed,has been certified the City treasurer for collection or
payment by others. The owners of said lots in the Plat of Village Pear,now or in the future,shoe not be required
fo make any payments to said local unpovement district,if forted,to finance the development of She Street
adjacent to the Plat of Village Pork
Assessor's Parcel Nune= .See attached exhibit A
- - IN WITNESS WHEREOF I have hereto set my hand and seal this 22 day of December,1gg7,
VILLA PARK,LW
LdWiJ.F gat, �O r {mod
J.F aft Member
STATE OF WASHINGTON LU/���
COUNTY OF SKAGIT
LNANC1C.AL,C3alrylita Notary Pubes_�it�md for the State of Washington. residing at
fat nw peraby'certify that on this r .L"bay of Osc 1907.personally appeared
before me t-c-,an,,c.S•4...GrrlIt] to me known to be the Co•Opera: g Member of Vi 1pge Park.LLC
described Wan and who executed the to • mat and edmovaedged the said doannerf to be the Nee
and voluntary document and deed of- CN4m}ases and purposes therein mentioned.and on oath staled
that he is authorized to execute said... , . NFt.
G �' en)
2 apTAA
I Notary Pubfrc in andfor the Stale of WaelS4ge
dh PUBLZG 477
Tire sin-egg' E'.
OF WPS?i
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9712220112 6K1747PG0231.
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12/23/97 10:22 9:1360 4245885 FIRST AMERICAN FATCO ANACORTES Q 00 3/0 0 3
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EXHIBIT A
,A
PLAT OF VIU.AGE PARK
•
COVENANT NOT TO OPPOSE FUTURE LOCAL IMPROVEMENTOISTRICT
LOT NUMBER TAX ASSESSOR'S NUMBER
13 4702-000-013-0000
•
1 4 4702-000-014-0000
• 1 5 4702-000-01 5-0000
• 1 6 4702-000-01 6-0000
17 4702-000-017.0000• 18 4702-000-018-0000 • • •
1 9 4702-000-019 0000
20 4702-000-020-0000
21 4702-000-021-0000
24 4702-000-024-0000
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ccrrs 3.3 TgRcoc3a a Arm Lax 24 'PLAT oe VILLAGE PAM"' AS PER MAT
R0X1908D vcatte 16 ce pr.Ats, pian..192 -193 REccaos ce SEIGIT
7 r WASILDIGICLI.
5
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eit1747PG0232
9712,.9201.12
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9 ::Ei 'i:'''''th.. .- ft i--k :tEi- i'..::-i:::i- :: • :.E:': : .f: -- - ;i'll .: ' '. .• .::- .. • :::cf - *.C. ...*:,, :. ;:. 1: ..:,$:::...ZKV.i'::: :i..;
::::.:....'::::::::...::............?::;;;.;E :ii:,,,l;..1.4,:ii.::i: i;.i:i.";i2i.E.:;;-ii .:.i:;E::EE......................................................................::;',;;,.::::;:,..;i1;.:.:........:......................................................;;:;...............s;:..:,;,;.7;;;;; :::;,:.:::%19.?gi
.:1. °.:!.1!.'P.::—.±..:...:..........................................................RESIDENTIAL:?.CHECKLISt„ ..........:.,..............................................................
. . . .
(This form is to be completed prior to issuing the building permit)
Site Address: Daea - -I. n a', ',ZL- Date:
Owner: l'930...pc.ow... .
Assessors No. Lot -I Block Addition ri
OK NA OK NA
0
D
0 Shoreline or Wetlands
0
0 Fire Department Access
Fire Flow Required 0 Covenant Not to Oppose Future LID
Water Extension D Sewer Extension
General Road Improvements
Drainage Plan Approved 0 Site Plan
Variance Required 0 Covenant Approval
Plat Facts and Findings Compliance 0 Regulated Slopes
Fill on Site 0 Fire Hydrant Located within 250 feet
0
D
D
0
D
Survey in File
. - .. .. . . ..---
l'''.'.:: :•!!-Fiiiihei4 Comnieriti--- -. . .i..... e.c-"--9, R.C>-.3-11.... "-"\-11/4-c----\-
Zoning: R
Lot Size: to g.Li c e5j=,
Coverage Mowed: B 2 c-3- S--\--4 \•"1 3 Sr-CYO
Actual Coverage: ‘-1 m f
,:•
, .
Plans Examiner: iiTh---Th Date: c1/4 ) -A] CAJ
(Signature)
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(m) C
Kirkland,Washinaton 98033
�.,.__ _ ....
(.Mosce l 6X 12 HF#t BASt Fb=1050 AUJ F b=1050
Conditions Wet Use, '91 NDS
Pin Rearina Area R1= 134 in'R2= 13 4 in2
Data 'Beam Span 10.0 ft Reaction 1 3627#
Beam Wt per ft 15.37# Reaction 2 3627#
Beam Weight 154# Maximum V 3627#
Max Moment 9067'# Max V(Reduced) 2932#
TL Max Deft L l 240 TL Actual Deft L l 667
Attributes Section(in3) Shear(in') TL Dell(in)
Actual 121.23 63.25 0.18
Critical 103.62 62.82 0.50
Status OK OK OK
Ratio 85% 99% 36%
Fb(psi) Fv(psi) E(psi x mil) Fc I (psi)
Values Base Values 1050 70 1.3 405
Base Adjusted 1050 70 1.3 271
Adjustments CF Size Factor 1.000
Cd Duration 1.00 1.00
Cr Repetitive
Ch Shear Stress
Cm Wet Use 1.00 1.00 1.00 O 87
BeamChek has automatically added the beam self-weight into the calculations.
Loads Uniform TL: 710 =A
Uniform Load A
d Q
R1 =3627 R2=3627
SPAN=LOFT
Uniform and partial uniform loads are lbs per lineal ft_
_ /
The Sterling Design Group
Kirkland,Washington 98033
wilmoor developement annacortes wash,
family room Date:7/26/00 BeamChek 2.2
Choice 6-3/4x 18 GLB 24F-V4 DF1DF BASE Fb=2400 ADJ Fb=1821
Conditions Wet Use,
Min Bearing Area R1=21.6 in'R2=20.3 inz
Data Beam Span 18.0 ft Reaction 1 7443#
Beam Wt per ft 29.52# Reaction 2 7003#
Beam Weight 531 # Maximum V 7443#
Max Moment 40904'# Max V(Reduced) 6569#
TL Max Defl L/360 TL Actual Defl L/443
Attributes Section(in') Shear(in2) IL Defl(in)
Actual 364.50 121 50 0.49
Critical 269,47 59.27 0.60
Status OK OK OK
Ratio 74% 49% 81% !
Fb(psi) Fv(psi) E(psi x mil) Fc I (psi)
Values Base Values 2400 190 1.8 650
Base Adjusted 1821 166 1.5- 344
Adjustments Cv Volume 0.949
Cd Duration 1.00 1.00
Cr Repetitive
Ch Shear Stress
Cm Wet Use 0.80 0.875 0.833 0.53
BeamChek has automatically added the beam self-weight into the calculations.
Loads Uniform TL: 553 =A
Point TL Distance
B=3960 8.0
Uniform Load A
Pt loads:
R 1 =7443 R2=7003
SPAN=18 FT
Uniform and partial uniform loads are Ibs per lineal ft.
� ) U ,
/� . If the space had closets, floor covering, electrical A . Inthefollowingdrawings,Figure2-3correspondsto
/1■ wiring and other facilities in place which make the /1■ Item 1 under the definition of"height of building,"
space usable for living, sleeping, eating or cooking, then the while Figure 2-4 relates to Item 2.
space would be considered habitable space.If the area or space In both Figures 2-3 and 2-4,elevation B represents the high-
has bare walls,floors and ceilings(which is the common condi- est elevation within 5 feet(1524 mm)of the exterior wall of a
tion in which most new homes are finished),we would not con- building,and elevation A represents the lowest elevation with-
sider the space to be habitable. The space is used most com- in 5 feet(1524 mm) of the exterior wall of a building.
monly for storage or utility. When elevation A is less than 10 feet(3048 mm)below ele-
vation B, the datum from which to measure the height of a
building is elevation B and should be determined as indicated
Section 209—H in Figure 2-3.
SECTION 209—H When elevation A is more than 10 feet(3048 mm)below ele-
vation 8,a datum which is 10 feet(3048 mm)above elevation
HEIGHT OF BUILDING is the vertical distance above a refer- A is first determined. The height of the building is then mea-
ence datum measured to the highest point of the coping of a flat roof su red from this last established elevation as indicated in Figure
or to the deck line of a mansard roof or to the average height of the 2-4.
highest gable of a pitched or hipped roof.The reference datum shall
be selected by either of the following, whichever yields a greater Section 220—S
height of building: •
SECTION 220—S
1.The elevation of the highest adjoining sidewalk or ground sur- STORY is that portion of a building included between the upper
face within a 5-foot(1524 mm)horizontal distance of the exterior surface of any floor and the upper surface of the floor next above,
wall of the building when such sidewalk or ground surface is not except that the topmost story shall be that portion of a building in-
more than 10 feet(3048 mm)above lowest grade. eluded between the upper surface of the topmost floor and the ceil-
2.An elevation 10 feet(3048 mm)higher than the lowest grade ing or roof above.If the finished floor level directly above a usable
when the sidewalk or ground surface described in Item 1 above is or unused under-floor space is more than 6 feet(1829 mm)above
more than 10 feet(3048 mm)above lowest grade. grade as defined herein for more than 50 percent of the total perime-
ter or is more than 12 feet(3658 mm)above grade as defined herein
The height of a stepped or terraced building is the maximum at any point,such usable or unused under-floor space shall be con-
height of any segment of the building. sidered as a story.
n In calculating the number of stories in a building,the
Q. Could you graphically illustrate how to locate the %.t(• code makes reference to the"total perimeter"of the
• reference datum mentioned in Section 209 and used building. What would be the total perimeter for the hillside
for determining the height of a building? dwelling illustrated in Figures 2-5 and 2-6?
js
r
SI
o
it ml it
F I
0I
0I w
W I
I I 5'
5' I DATUM �.6
PP. %5
B
of 5' -
.� ' E -I .e MORE THAN 10'H
A
•LESS THAN OR EQUAL TO 10' A
1
FIGURE 2-3 FIGURE 2-4
For SI: I foot=304.8 mm.
DETERMINATION OF BUILDING HEIGHT IN FEET
9
---% '� 'I 'I
walls.The dwelling illustrated has two stories and a basement
for the downslope segment.
( alligliiillill
. If an open parking garage has ree levels ng,
▪ plus a fourth level on the roof th deck, is itl a four-stoof parkiry `=
MO
It ( building?� �� ��. `■ A ■ The open parking garage described above is a
. three-story building.This is based on the assumption
that the first-level parking is the first story.Please note that Sec-
j. J tion 220 defines a story as"that portion of a building included
between the upper surface of any floor and the upper surface
d— of the floor next above, except that the topmost story shall be
that portion of a building included between the upper surface
of the topmost floor and the ceiling or roof above."
The roof deck level of parking does not have a roof or ceiling
above and,therefore,does not constitute a story.
FIGURE 2-5
Section 220—S
SECTION 220—S
STORY,FIRST,is the lowest story in a building which qualifies
\ hs as story,
as defined level hall ptbe thclatss floor level
a in a building
only one floor level shall be classified as first story,pro-
vided such floor level is not more than 4 feet (1219 mm) below
i grade,as defined herein,for more than 50 percent of the total perim-
m eter, or not more than 8 feet (2438 mm) below grade, as defined
herein, at any point.
coWAALL- 3 m /'\. I am having difficulty visualizing what is intended
OPEN m vg• by the definition of"first story"as contained in Sec-
tion 220.Can you provide drawings which illustrate the condi-
/ tions intended by the definition?Since the definition of"base-
PI ISHVGRONND I a' CO ir ment"includes a reference to the first story,can you also show
ELI m how these two items relate? -
L / i
12 i ° ol, /� - The definition of first story really addresses two sep-
•M arate and distinct conditions. The first is for build-
ings containing two or more floor levels,while the second is for
buildings which consist of only one floor level.
For SI: I inch=25.4 mm,I foot=304.8 ram. For buildings containing two or more floor levels, the first
story is the lowest story in the building which qualifies as a
FIGURE 2-6—WEST ELEVATION story.Cases I and II of Figure 2-7 illustrate the application of the
definition. By definition (see Section 203), a basement is any
floor level below the first story. Case I obviously has no base-
ment since the lower level is classified as the first story. Howev-
A■ The intent of the language"total perimeter"is to de- er, in Case II the upper level is the first story, and so the lower
• fine the outer limits of any particular level under level constitutes a basement.
consideration.Therefore,in the case depicted,the total perim- When a building contains only one level,that level may be
eter for the lowest level would be bounded by the retaining classified as a basement or it may be classified as the first story.
wall,the downslope exterior wall and the east and west exterior Case III of Figure 2-8 is the condition where the single level is
I
THE LOWER FLOOR LEVEL IS THE UPPER FLOOR LEVEL
THE ER FTHE ET WILL BE CLASSIFIED AS THE
FIRST
UPPER STORY IF THE FLOOR LEVEL UPPER LEVEL ISORVIF THE FLOOR
ABOVE IS:
, I� NOT MORE THANE FEET
MORE THAN 6 FEET ABOVE
—W, GRADE FOR MORE THAN 50 I �� ABOVE GRADE FOR AT LEAST
PERCENT OF THE TOTAL VI, 50 PERCENT OF THE
I LOWER PERIMETER OR MORE THAN I PERIMETER AND DOES NOT
EXCEED 12 FEET ABOVE
I _ - - - -1 �U /2 FEET ABOVE GRADE AT ANY LLOWER— - - J GRADE AT ANY POINT
POINT
CASEI
CARE II
For SI: I foot=304.8 m. °ra
FIGURE 2-7—MULTILEVEL BUILDINGS
10 1
[ \_ \
1 ) �1s\
e
• r,0. /
FIRST STORY FORA BUILDING HAVING ONLY ONE LEVEL: �\
Y BUILDING HAS NO FIRST
STORY AND THE FLOOR LEVEL
IS CLASSIFIED AS A
i FLOOR LEVEL IS CLASSIFIED BASEMENT IF THE FLOOR
AS THE FIRST STORY IF THE LEVEL IS
FLOOR LEVEL IS I I
MORE THAN 4 FEET BELOW
NOT MORE THAN 4 FEET GRADE FOR MORE THAN 50
BELOW GRADE FOR MORE L.__ _ — -I PERCENT OF THE TOTAL
THAN 50 PERCENT OF THE PERIMETER OR MORE THAN L _ _ _
TOTAL PERIMETER NOR 8 FEET BELOW GRADE AT
MORE THAN 8 FEET BELOW ANY POINT CASE IV
GRADE AT ANY POINT CASE III
For SI: I foot=304.8 mm.
FIGURE 2-8—SINGLE-LEVEL BUILDINGS
classified as the first story, while Case IV illustrates the condi- Q.
Referring to Figure 2-9, should the distance to be
Lion where the level is a basement. For Case IV, the building Q• used in determining wall and opening protection be
contains only a basement. based on dimension A or B?
Section 224—W - A■ The definition of"floor area" in Section 207 states,
. in part, 'The floor area of a building, or portion
SECTION 224—W thereof, not provided with surrounding exterior walls shall be
Exterior Wall is any wall or element of a wall,or any member or the usable area under the horizontal projection of the roof or
group of members,which defines the exterior boundaries or courts floor above."
of a building and which has a slope of 60 degrees or greater with the The definition of floor area mentioned in the previous para-
horizontal plane. graph and also the definition of"exterior wall"in Section 224,
"any wall or element of a wall, or any members or group of
members,which defines the exterior boundaries"will result in P
Q. Given a Group B Occupancy,Type III, IV or V con- the column line shown in Figure 2-9, located a distance "A"
. struction,with a wall projection similar to the lower from the property line being the exterior wall line of the build-
section of a mansard roof:The mansard has a slope greater than ing, provided that the canopy has usable area underneath.
60 degrees with the horizontal, which by Section 224 of the
Uniform Building Code constitutes a wall. Section 1503 and Otherwise,the dimension"B"would be used to determine the
Table 15-A permit the roof covering of the above occupancy to wall and opening protection requirements.
be a Class B roof.Would the mansard have to comply with Sec-
tion 1503? _ _
A second example is an A-frame, such as the International L — CANOPY
House of Pancakes restaurants, which has a roof with a slope I
greater than 60 degrees with the horizontal.Would a common I COLUMN,
shake roof covering be in compliance with the code? TYPICAL
A. Section 224 defines an exterior wall as that which I 11
• defines the exterior boundaries or courts of a build- I \ I I I
ing and which has a slope of 60 degrees or greater with the hori- 1 / 4'
zontal plane. Thus, by definition,the mansard element of the BUILDING Y I
building would be considered as a wall when the slope of the I" I
element is greater than 60 degrees. The provisions of Section I / \
1503 would not be applicable.The exterior wall construction I \ I
requirements based on type of construction and proximity to / 4 A I,
property line must, however, be met. 1, a
In the case of an A-frame-type structure where the A-frame I
slope is greater than 60 degrees from the horizontal, com- I I
pliance with only the exterior wall requirements would be nec- L _ _ _ _ _ _ _ _ _ J
essary. Depending on the location of the building with respect
to adjacent property lines, the occupancy housed within the
building,the floor area and building construction type,a wood Q STREET
shake covering over the exterior wall surface may or may not
be permissible. For example, if the building were of Type V-N
construction housing a Group A, Division 3 Occupancy, the
nonrated shake wall covering would be permissible if the wall
faced a yard or street not less than 40 feet(12 192 mml in width. FIGURE 2-9
II
1_i . .
> l 1 \ _
Plat of 37th CourtFLAG,
LEONARD•4111111111 FOUND XL.S.C8992 CONCRE
SW 1/4, NW 1/4, SECTION 25, TOWNSHIP 35 NORTH, RANGE .1 EAST, W.M.
- SKAGIT COUNTY, WASHINGTON
I '' , I
w I ... I V I ,
I V I J L V [_ I
1 PLAT OF VILLAGE PARK TO NORTH (KELLOGG AND FORD'S ADDITION) Z
/ 79.80' 15' '1' S 89'51'53" E 749.98"
L ` -- 90,01' -70.00' 70.00' 70.00' 85.03'
7 I 70.00' 70.01' 70.00' 7512' < \PC
S 89'51'53" E 210.081 70.00' �- -- - \1:01I
TRACT "A" S 70.00' 70.00' 75.02' 85.02' 139.70' -
ST" oo' 20' DRAINAGE N 20' DRAINAGE EASEMENT S 89'S1'53" E N Qin
1 S 89'51'53" E M EASEMENT o n 0 = 1G31'57" '+
9.487 SO FT
h +E 10.00' I 70.00' ^ b R = 300.20'
Nfi9'j6�' 20.65' I _ 1 Ycl-
z L = 86.62'
70.07' i essl'S3j E Nib N a� LOT 9 m1 LOT 10 LOT 11
N MN M N N 8,264 SQ FT 8,913 Q FT 13,577 SQ FT
Q S 88'51'53" E I ! ) bM I fK q CIM 1 401 "NCI tri 2214 = 90'O6'3T �22101 2206j 40
.- _ z I K b I •
I ,0,242 SQ FT =1" L = 80.21' A = 36'16'40"
�. T „ ° I I I I II ��74'OS'54 i_ �Y:29'- �� - --96.36'
11.092, SQ Fi I LOT 4 < Cl ooI /,868 SQ �T 10,173 Sd FT ,0,245 SQ FT LOT 8 R = 15.00' �� a� /
' tti S 89'51'53" E I
Q LOT 13 9.1011 SQ Ffal a0 £I �.OT 51 I LOT LOT7 I 2220 L = 19.�Oi �3 \�;
Qcc" �! Z :ELT2A312
z3o8 z o2 // \ L =3017' 57" �I-
m T I°n° �I oI 15122'4 " I I I a = 33918" / \ �h 12,205 SQ FTs1mI J2 = 63. 0' S16'34'1 "ER = 1500' /
Z 1N I s:It,/
�. I 23.83' L = o.96' oa \ LOT 12 /
L -J6. 1' ]� UT�I EM€N 5�• 7 I ��nnI 0 - 63.4 ' - /0.00' I •-- 69.O5' w(iA0 I _ /o Ito DELTA = 2 '2 - 1�S . 2207° Lam= 44.06''04• 4 = 20'19'32' I II S89'54'3 "E R = 63. 2.97'N I I9Q. 7 I =JTO / I I 13717H CQURTI b g I 300.20''
I DELTA = 2726 58" _ _ �I z 'O I
"Al 101 SS EASEMENT J I b R = 63.00'L / I ( SB9'S4'y39"E 279.94' _ _ -� N / /
b 8'-' 7 - D€LTA - 90'39'47" - - / S 69'S1'53" E /
o 14391' 58�54'39"E / R = 38.00' N /7 / 134.15' o
10' SS0.O�MENT __ 7�1' Ti L 41.98' I 1 74.98' 75.00' 68.12' a. = 34'23'56" _ rn
40' DELTA - 20'18'S1' I - - -- L = 30.62' i = 3T0937" / N
1 R = 63.00' I i���CI( �3 I I 10' UTILITY EASEMENT A = 1533'58" R = 30020'
L = 34' 25' 25' L = 12.08' L = 194.70' .' 3LOC<C -
I.
I
el 7,576 hQ FT N N 7,593 SQ FT I EXIS 1fING LOT I EISTIN LOT ^ N LOT 13 NN
7,500 SQ FT rn N 10,284 SQ FT /
o m N a 01
7,742 SQ Ff
LOT 2 o M o N o N o o M 7
I - b L T 1 I � � o I I I LOT 15 1 a, b 12211 b
`° _ 9 M LOT 14 z 0
l23y0 Z I2318 I m o l 5 I 13 I t I = 2219 j 2215 z
I tl = 15'10'10' i EXISTING CENTER LINE CURVE
0'37'48"
IN301Ofi 31�E I n 1 I I 1 1 R = 79 4,2 / RADIUS =DELTA = 9340.0'
J •. �' ;6.56' I I74.98' 1 82.56' LENGTH = 538.13'
_r Z 74. 8' 75.00' 1.42"
l 37TH ST. ,/
35.98'- ------------
165.00' 214.97' �' ----I
K.
CENTERLINE OF 37TH STREET (80' R/W)-/ S 89'54'39" E 379.95' 1
379.97' S89'54'39"E W
1134.49' 589'54'39"E U.1
DISCRIPTION Q O
A ., . __._, . U