24301 101ST AVE W.PDFiiiiiiiiii
124
24301 101 ST AVE W
0,43ot /0/(�, dk-c W
TAX ACCOUNT/PARCEL NUMBER: (4)
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED) FOR:
CRITICAL AREAS: T7 —1 zo DETERMINATION: F� Conditional Waiver F] Study Required
DISCRETIONARY PERMIT
DRAINAGE PLAN DATED:
PARKING AGREEMEENTS DATED:
EASEMENT(S) RECORDED FOR:
PLANNING DATA CHECKLIST DATED: -�
SCALED PLOT PLAN DATED:
SEWER LID FEE $: LID
SHORT PLAT FILE: LOT: BLOCK:
SIDE SEWER AS BUILT DA'
SIDE SEWER PER-NUT(S) #:
SOILS REPORT DATED:
STREET USE / ENCROACHMENT PERM�IT
FOR:
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DSrs\Forms\Sftwt File Checklist.doc
PLANNING DATA
0% 4
NAME: Vvie DATE: '6//J,/140q
SITEADDRE-9S: at/361 1019 ;Pt- ' PLANCHK#: Oq-3Sk
PROJECT DESCRIPTION: �qdh-r'to,-, o4 6edrao, ro �FR
REDUCED SITE PLAN PROVIDED?<&/ Njo
MAP PAGE: CORNER LOT: FLAG LOT:
ZONING:- CRITICAL AREAS DETERMINATION #:27 1 Ap
L3 Study Required:
ULMLalver
LJ Conditional Waiver
SEPA DETERMINATION:
0 Fee
Ll Checklist
0 APO list w/ notarized form
(Needed for 500 cubic yards of grading, Shoreline Area- site within 200 ft. of Puget Sound or Lake Ballinger)
�M Exempt
SETBACKS:'
Required Setbacks:
Street: a6 Left Side: Right Side: 7 Rear: 15
Actual Setbacks:
Street: dY Y Left Side: 16 Right Side: 10 Rear:
—1W (YJ; N;WBDRX TO
Street map checkWfor additional tTck required? A.
ey-P-A-1 To ad, —10
T To jc&
L IDETACHED STRUCTURES: fvjt
i-a'.1 t
Ll ROCKERIES:
Q FENCES/TRELLISES:
BAY WINDOWS I PROJECTING MO . DULATION: yk4/,.e prap�ed
STAIRS I DECKS:
PARKING: Required: Actual:
LOTAREA.
LOT COVERAGL*.
Calculations: VO
BUILDING HEIGHT: 55 lAgA�dk CoVel" on: /C)o
Datum Point:— Datum Elevatl
Maximum Allowed: 3S, Actual Height:
A.D.U. CREATED?: N�/ yes)
SUBDIVISION:
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED:
OTHER:
Plan Review Bv* Vo;� 6.
NewBPPlanningDat.aForrMD0C
64
C4FILE NO. C-P) '2- C,
Atical Areas Checklis.,
---------------------------------------- -----------------------
site Tinfnrrnnfin-n (r-nilc li-n rN n biT r4rrdn /xnp pfckf4ryn�
r b, Y bly 5
1. Site Address/ Location: 4bLc— A/ S�4
2. Property Tax Account Number: 6�5 0 o a 0 0 0
3. Approximate Site Size. (acres or 'square feet): �?O 1=77 X Ile CV-
4. Is this site currend developed? -1/11,� E:J.
y yes; no.
If yes; how is site developed? 5TX/5Z2� 7t5_4) --A,, /17 1,W
5. Describe the general site topography. Check all that apply.
'*�` Flat: less than 5-feet elevation change over entire site.
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a
horizontal distance of 66-feet).
Hilly: slopes.present on site of more than 15 % and less than 30 % (a vertical
rise of 10-feet over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site. (a vertical rise of 10-feet over
a horizontal distance of less than 33-feet).
Other (please describe): A4
Z>4)c4/jL) 7Z)
6. Site contains areas of year-round standing water: Alrd ;Approx. Depth:
7. Site contains areas of seasonal standing water: A10 ; Approx. Depth:
What season(s) of the year? IV14
8. Site is in the floodway Alvove- floodplain of a water 'course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are
year-round? Flows are seasonal? — (What time of year?
10. Site is primarily: forested meadow 'shrubs n-dxed
urban landscaped (lawn,shrubs etc)
11. Obvious wetland is present on site:
--------- For City S�te Use Onlv---- --- — - — ------------------- — ----
1 . Sit*js Zoned?
Scs�ma.pped soil type(s)? 300V L443)
L 115F
.3.:.. V�etlari,d.inVentory or C.A. map indicates wetland present on site?
A. map 'indicates Critical A
4. Critical Areas ffiventory� or C. i rea on site?
5. Site
withifi�d ted earth subsidence landslide hazard area?
esi
gna
.6..: Site::: thasi ate d,:o the Environmeh
gn......_ n fall :Sensitive Areas Map?
Y
DETERMINATION
14%
A ca�_chk-doc, Rev 02/11/97
0
City of Edmonds
Critical Areas Chec" Mist
7,79 C3
The Critical Areas Checklist contained
on this form is to be filled out by any
person preparing a Development Permit
Application for the City of Edmonds
prior to his/her submittal of a
development permit to the City.
The purpose of the Checklist is to enable
City staff to determine whether any
potential Critical Areas are or may be
present on the subject property. The
information needed to complete the
Checklist should be easily available
from observations of the site or data
available at City Hall (Critical Areas
inventories, maps, or soil surveys) -
An applicant, or his/her representative,
must fill out the checklist, sign and date
it, and submit it to the City. The City
will review the checklist, make a
precursory site visit, and make a
determination of the subsequent steps
necessary to complete a development
permit application.
With a signed copy of this form, the
applicant should also submit a vicinity
map or plot plan for individual lots of
the parcel with enough detail that City
staff can find and identify the subject
parcel(s). In addition, the applicant
shall include other pertinent
information (e.g. site plan, topography
map, etc.) or studies in conjunction
with this Checklist to assist staff in
completing their preliminary
assessment of the site.
I have completed the attached Critical Area Checklist and attest that the answers
provided are factual, to the best of my knowledge (fill out the appropriate column
below).
Owner/ Applicant:
JZAAJ 2-..o 4e-
Name
5
Street Address
City, State, ZIP Phone
Sig -nature Date
Applicant Representative:
Name
Street Address
City, State, ZIP Phone
Signature ' Date
0
Ila
IRCCEIVEr
JUL - 3 1997
PERMIT COUNTFr.
12
/Z4
H r- Arn-n r-i-i
i".. �A, u� ! --.. ll%�. r , l-"i V. fl �6
" 1 .1 it db i6, t [.-, .
*, P-
na Ai
0 0
PLANNING DATA
NAME:-,'Ve-�
SITE ADDRESS: 2-f 3 o A-e- �J, DATE: 711.5-127
ZONING: PLAN CHK#: 9 7- 2-oo
PROJECT DESCRIPTION: k--�t4� 6t,, m-i
CORNERLOT NO (Yes/No)
SETBACKS:
Required Setbacks:
Front: ?-6' Left Side: -7',�:-'—Right Side: Rear: IS -
Actual Setbacks: +,,
Front: 5-61 Left Side: 3 C Right Side: Rear: 5-0'
Street map checked for additional setback required? q, -,h i--a" (Yes/No)
V
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED A (Y/N)
LOT COVERAG E:
Maximum Allowed: 3s727. Actual: IMWO
BUILDING HEIGHT:
Maximum Allowed: 251 Actual Height:
Datum Point: cv- i ".- (101-- Lri,,yeA Datum Elevation:
A.D.U. CREATED?: k,�e�
SUBDIVISION:
CRITICAL AREAS #: 9 7 - 12-0 P"!jj - O,V-a, 4, tjowkok,,t ol ea� - L") .4 1-� vtr -
V U A.4, 4f
P-Y*I-I— --�b I , &A Atf-r��
SEPA DETERMINATION:
LOT AREA: 06, -- go, -- keoo '0
OTHER:
Plan Review By:
cAfi1es\perrnit\Ap1andaLdoc
0 V ED 1�
ot
City of Edmonds
Site Classification Worksheet
/tic. I v.)z
The project's Classification serves to identify the specific Stormwater Management requirements applicable
to your site. Complete the worksheet below to determine whether your project falls into the classification of
a Large Sit , Small Site (Category I or Category 2), or a Minor Site.
Step 1: Determine the Exempt Impervious Surface Area for your project and enter it on line I of the
table (yellow box).
Step 2: Determine the Replaced Impervious Surface Area for your project and enter it on line 2 of the table
below dividing the total between Exempt and Non -Exempt (orange and blue boxes); either or both may be zero.
Step 3: Determine the New Impervious Surface Area for your project. If a portion of the new impervious surface
area is also Non -Exempt Replaced Impervious Surface Area subtract this from the total of the new impervious
surface area. Enter the final value on line 3 of the table below (blue box).
Step 4: Add the values in the Non-exempt column for lines 2 and 3 and enter it into line 4 (green box).
Where does the existing site
runoff discharge?
(Check all that apply)
See Watershed Map
Figure-B, Handout pe 4
Supplement
Chapter 2.3
Direct Discharge
[K Edmonds Way Basin
Creek or Lake Basin
Line
Type Area (square Feet)
Impervious surface:
How much and what type?
(fill in colored boxes)
Supplement
Chapter 2.2
&
1.
Exempt
Exempt Non -Exempt
See Definitions, Handout pg 9
Figure-C, Handout pg 7
Figure-C
2.
Replaced
Examples, Handout pg 10
3.
New 6 _�q
Total Replaced +New (Non-nExempt)
(add numb!e�rs in blue boxes) 6
Ju
4.
Land -disturbing activity area
See Definitions, Handout pg 9
Supplement
Chapter 8
s
rading, Fill or Excavation
Area
I
Will project convert % acre or
more of native vegetation to
0 YES
NO
I
lawn or landscaped area?
Proceed to the Proiect Classification Chart (Figure D, pg 8) and use the data collected above to follow
the flow chart and determine the classification of your project.
0 Large Site- (Handout E72a) 0 Small Site (Handout E72b) XM dout E72c)
aqw rn r: MAR 102011
Revised on 719110 E72 - Stormwa&Tffn nAMAWL2 —M&ge 5 of I I
..j hPlon (r suiLDiNG DgPAFV
CITy Op MONDS
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
=STREET
I /*)� . /"
Name:
Date: Y/ "3
Site Address:
-2-
Plan Check —7
Project Description:
L"?, 0/c/
Reduced Site Plan Provided: (YES
Zoning: es_ 97
Map Page: ---
Corner Lot: (YES Flag Lot: (YES
!!�O) I
Critical Areas Determination ff: L_ -
00 1 G OD6 3
EI Study Required
Waiver
kEPA'
Determination:
CExempt
El Needed (for over 500 cubic yards of grading)
0 Fee 0 Checklist 0 APO List with notarized form
Reqiiired tbacks
St et-
SO:
7, S_ I
Rear:
&_ �
Actual Setbacks -f c�da,
Street:
Side: C)
Side: -7,
Rear:
FPDetached Structures: /V
Rockeries:
Fences[Trellises:
Bay Windows/Projecting Modulation:
El Stairs/Deck:
Height
Datum Point: A� AA-ko (e-
atum Elevation:
Maximum Height Allowed:
?IS C4
Actual Height:
1 -7, c
13 Other 3 0
Parking Required: Z_
Parking Provided:
Lot Area: �, �] 1-2, �0
Maximum Lot Coverage: 35% Proposed:
Lot Coverage Calculations: 4 5 0 L:� gddn
ADU Created: (YES 1(9
Subdivision: e('C�AtOj ()C,-L.
Legal Nonconforming Land Use Determination Issued: (YES
d
, COmm*40.5,
rJ((l
S.;
3-_7 aAy, of" 7
41q; 7
C6
I Lf I ��_ + 2-S 0 6 X_
Vqq.s-S'
Plan Review By: R,64a_or
Plaw" Data Form 04 -11 -06.doc
E.
RECEIVED I
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER_NAME/NAME F BUSINESS
'Joe Ult�11-4a
MAILING ADDRESS
2-'13ol �O I 5f- AVC(A)
CITY ZIP TELEPHONE
f 0A,14W
.NAME�
7:> %cA)
ADDRESS
,2 �T
CITY ZIP TELEPHONE
Nktip r "cf 6,27? 1
VT 01r, �6— -79_!;—CtL5
NAME
0 e
7 0�
ADDRESS
1+
CITY
ZIP
TELEPHONE
Omo
160
7 7(416 03
STATE LICENSE NUMBER
EXPIRATION DATE
, /CHE
6z9 k4
q1 6 V/W_
In,
PROPERTY TAX ACCQUNT PARCE LNO
NEW
RESIDENTIAL
PLUMBING MECH
ADDITION
COMMERCIAL
COMPLIANCE OR
CHANGE OF USE
REMODEL
MULTIFAMILY
SIGN
REPAIR
GRADING CYDS FENCE X
DEMOLISH
TANK
OTHER
EGARAGE
]
RETAINING WALL
11
F RES RINKLER
11 RE
CARPORT
ROCKERY
APARM
(TYPE OF USE, BUSINESS-QkACTIVITYI EXPLAIN: A ,
NUMBER TNUMBER OF CRITICAI
OF DWELLING AREAS
STORIES UNITS NUMBER
DESCRIBE WORK TO BE DONE
Ar-J") 3�42-5 so2r To
A,A,A 5,t4g
'�eORQA,., OF
,v t- &'— Avv
PERMIT EXPIRES
E
U6E PERMIT
N E
ZONE
0
k
L.) NUMBER
0 B
JOB SUITE
0 D R E S S
ADDRESS d'301 101 Live
AM
PLAT NAME/SUBDIVISION NO.
P LA T N
LOT NO.
LID NO.
LID FEE $
I(
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
P U B L I C R
TESCP Appro�ed
Rw Permit Required
Street Use Permit Req'd
EXISTING ----=PROPOSED
Inspection Required
Sidewalk Required C
REQUIRED DEDICATION FT
Underground
winng requU.0 C
S1.
,METER SIZE
LIN E SIZE
NO. OF FDCTURES
PRV REQUIRED
I
_z_
YES 13 NO
RE MARKS
OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROL/DRAINAGE
1111"N 0 1 —
4. 1 f4 C (-:!�) /_ I N A-
NEERING REVIEWED BY DATE
I I J I . ,
FIRE REVIEWED BY DATE
4BY
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
REO'D
OYES XNO;
BOND
POSTED
$ �
BEIRA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
EXP
ALLOWED PROPOSED
ALLOWED OSED
PROP
5 115
COT COVERAGE
ALLOWED PROPOSED
35%A197bja5
REQUIRED SETBACKS (Fr.)
FROV S�E REAR /
7�"15-10q%10101134
PROPOSED SETBACKS (Fr.)
FROVT.,.,L/R S9E REAR
�7_
R PARKING Ej
EDID I PRC(IZ
LOT AREA
I Pj� �NING REVIEW I DAI
04� %Ildlo
FT) I REMARKS
CHECKED BY ITYPE OF�UCTION I . CUPANT
� GROUP
SPECIAL INSPECTION JAREK_ OCCUPANT
2,0 REQUIRED -n. , a Ap--� — —
U YES I
REMARKS
]PROGRESS INSPECTIONS
VALUATION
$ � il,!:711,17 —
K F I 7__ k- YVM t./I—' U,� I ffi5`LCW I It--'
b / 7u 1
Description
Plan Check
HEAT SOURC IF
,PILAZ�NG %
LOT S PE %
Building Permit
PLAN CHECK NO:
VESTED DATE ...
Plumbing
Mechanical
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
Grading
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
DOMAIN (CURBS, SIDEWALKS. DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
SEPARATE PERMISSION.
Engr. Review
PERMIT APPLICATION: 180DAYS
Engr. Inspection
PERMIT LIMIM I YEAR - PROVIDED WORK IS STARTED WITHIN 180-DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
*APPLICANT ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
Fire Review
IN INTEREST, AGREES TO INDEMNIFX DEFEND AND HOLD HARMLESS THE CITY OF
Fire Inspection
EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
Lan.dscapeinsp.
FROM THE ISSUANCE OF THIS PERMIT ISSUANCE OF THIS PERMIT SHALL NOT BE
DEEMED TO MODIFY WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAY THE CITYS ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
Recording Fee
I HEREBY ACKNOWLEDGE THAT I HAVE READ'THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRLIC-
TION; AND IN DOING THE WORK AUTHORIZED THEREBY, NO PER80N WILL BE EMPLOYED
CALL
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
WORKMEN'S COMPENSATIQUJNSURANCE AND RCW 18.27.
FOR INSPECTION
DATE SIGNED IA95)
I-rd-
L29/OLI� 1 771-0220
EXT 1333(
z
z
0
W
cc
rL
0
z
UBC 108/IEIC109/IRC1(i111 FINAL INSPECTION REO'D 1 9
, . 112 - .1 .4 - � —,-) I I— '_ — 19
FEE Description FEE
State Surcharge Z/'�v
City Surcharge
70 hwe Fee
701
Plan Chk. Deposit I—] r,.
Receipt #
Total Amt. Due
Receipt #
APPLICATION APPROVAL
This application is not.a permit until signed by the
Building Official or his/her Deputy: and Fees are paid, and
receipt Is acknowledged in space provided.
:FICIAkS SIGNATURE DATE
IWOZA,
IT IS UNLAWFULTO USE OR OCCUPYA BUILDING OR STRUCTURE UNTILA FINAL
INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF OCCU-
PANCY HAS BEEN GRANTED. UBC109/IBC110/iRC110.
09/03 PRESS HARD -YOU ARE MAKING4. COPIES
ORIGINAL - FILE YELLOW - INSIPECTC
PINK - OWNER GOLD - ASSESSOR
r
5 18 x 18 11.25 SQ. FT. WINDOW CA
1 72 X 80 40.02 SQ. FT. FR. DOOR
TOTAL GLAZING: 51.27 SQ. FT.
GLAZING PERCENTAGE: 51.27-348 .147 14.7%
Legal.Descr iption
RICHMOND PARK HOMES BLK 000 D-00 - ALL LOT 24;�
At A,
lot -oil
-AJ-X,
L4 0
4-1
(\A)00t)
L) c, �k
ZD Cc)\), IFL
FA<10�
T'Ll, T 1,r— 7 I?—OOF Li4V-
0
73\1 Cr i q 5z-.
L .
ID.
tt h) (--\dAq-
0 \Aj
Im
c- .
cick.-7 5
too
-roirc OF,5s tii,-mAw
cov 45 V,
Zone (Z.57- comer M 7V
Setbacks
Pe wed
"A . Mal
RECEIVED
Front
1;
J U L 2 9 2004
7 711.
sides
ff
-10",10'
36 `3
Rear
PERMIT COUNTER
Other
ARPROV BY PLAN'NING
Eei, t
-st
TO
I(A jaloq
rqzm
11 0 15'r Mt v\j - -
5 18 X 18 11.25 SQ. FT. WINDOW
1 72 X 80 40.02 SQ. FT. FIL 170OR
35
iA
TOTAL GLAZING: 51.27 SQ. FT.
3"l
GLAZING PERCENTAGE: 51.27—.348 .147 14.7%
I Legal Description
RICHMOND PARK HOMES BLK 000 D-00 - ALL LOT 24
I=
-A L),x, =0
if5xv t I n,
(\A) 0 ot)
0. 6 (-- li��
Rt C) I C- C) V , , F0 L-, C,
T
R-00F Lilac-
1-1 u J
73\,,LT i i 5-z-.
k9
I �'T — L
�T
19(--�dM
4-
14 =-T-1
5.
C- ,
etck.-I 5
BY E NGIN�ERING.
0 ��f M e,
Date: AlIzLa"K- -Z--, rT- A T�
F— 1DArVtA k00
OF 51:� A-IjAok
Cov 4sr,
Setbacks
RewivW
RECEIVED
Front
3's"
-7 711
to f, lo/
JUL 2 9 2004
Sides
Rear
1
3� j3
PERMIT COUNTER
Other
—
Z70V Y PLANNING
Hei6t
1 � //-, q
6TRUCTUfRAL NOTES
GENERAL:
ENERGY REQUIREMENTS
THE CONTRACTOR SHALL INSPECT THE 61TEE AND $OIL 1. EGRESS WINDOW:
OPTION H
CONDITIONS AND VERIFY SITE AND BUILDING DIMENSIONS' EVERY SLEEPING ROOM SHALL SE PROVIDED WITH A DOOR OR
PEFIORE COMMENCING UJORK EMERGENCY EGRESS WINDOW. NET CLEAR OPENING 61ZE TO BE -FACTOR:
GLAZING U
IPIR6VIDE TEMPORARY BRACING A$ REQUIRED DURING A MINIMUM OF 5.1 SQ. FT. OFIEN,415LE AREA SHALL 15E 24"
E . RECTION. MINIMUM IN HEIGHTAND 20" MINIMUM IN WIDTH. OPENING SILL VERTICAL 0.35
HEIGHT TO 5E A MAXIMUM OF 44" A50VE THE FLOOR
VERIFY SIZE AND LOCATION OF ALL OPENINGS IN FLOOR, ROOF DOORU-FACTOR: 0.20
AND WALLS WITH MECHANICAL AND ELECTRICAL WOR< 5. SMOKE DETECTORS:
PREFABRICATED ITEMS SHALL BE HANDLED AND INSTALLED PROVIDE INTERCONNECTED SMOKE DETECTORS IN EACH INSULATION R-FACTOR:
PER MANUFACTURER'S RECOMMENDATION. SLI=;=Pl I NGAREA, OUTSIDE EACH SLEEPING AREA IN IMMEDIATE
VICINITY Of= BEDROOMS AND ON EACH STORY OF DWELLING.
WIRE DIRECT TO POWER SUPPLY WITH 15ATTERY 15ACK-UP. ATTIC: R-38
FOUNDATIONS: SMOKE/FIRE ALARMS SHALL BE AUDIBLE IN ALL OC;CUFIA5L;=
AREAS OF DWELLING. WALL ABOVE GRAIDE: R-21
1. EXTEND ALL FOOTINGS. DOWN TO FIRM UNDISTUR15ED SOIL 16
INCHES BELOW ADJACENT GRADE. 'a. CARSON MONOXIDE ALARMS: FLOOR: R-30
2. CENTER FOOTINGS ON COLUMNS AND WALLS EXCEPT WHEN PROVIDE CAR50N MONOXIDE ALARMS OUTSIDE EACH SLEEPING
DIMENSIONED OTHERWISE. AREA.
I WIDEN FOUNDATION AND FOOTINGS 4 INCHES TO 6UPPORT Nothing in this permit appwval process shall be
10. ATTIC VENTILATION: interpi&6d as allowing or permitting the
MASONRY VENEER WHERE APPL ICA5LE. VERIFY LOCATIONS. PROVIDE I SQ. FT. Or- NET FREE CROSS VENTILATION FOR EACH maintenance of any currently exi" inegaL
150 SO. FT. Or ATTIC. AREA OR 1/300 IF 509" OF VENTING 15 3 FT. HEIGHT CALCULATIONS: nonconforming or unpemdtted building, structurle
or site condition whicb is outside the scope of the
ABOVE EAVE. USE A COMBINATION OF: RIDGE, ROOF AND EAVE
CONCRETE: A = 94.35 permit application, regard -less of whether such
VENTS AS REQUIRED. COVER OPENINGS WITH 1/4' btfflding, structure oi- condition is shown on the
L CONCRETE DESIGN SHALL BE 5 SACK MIX, 2500 1=61 AT 26 NON-CORROSIV5 MESH. B = 93.75 site plan or drawing. Such building, structure or
DAYS UNO. TO 5E AIR -ENTRAINED (rp% - -N,0 3000 1=61 AT 28 C = 89.05 condition may be the subject of a separate
DAYS WHERE. EXPOSED TO WEATHER FOR DURABILITY. 11. TUS/SHOWERAREAS., D = 94.55 enforcement action."
2. $LAS ON GRADE (HEATED SPACES) 4" CONCRETE SLAB WITH SHALL 5S FINISHED WITH A SMOOTH, HARD FINISH TO A HEIGHT
OF'12 IN. A50VE DRAIN. SACKER FOR TILED TUIBAND SHOWER
1.4 6x& W. W. MESH. Ill $AND OVER 6 MIL VAPOR BARRIER OVER WALLS TO BE CEMENT, FIBER CEMENT, GLASS MAT GYPSUM AVERAGE GRADE = 94.35 + 93.75 + 89.05 + 94.55 92.93
AVERAGE ROOF = 92.93 + 15.50 = 108.43
4"' COARSE GRADE GRAVEL FILL. R-10 x 24" RIGID INSULATION SACKERS.
AT PERIMETER WHERE SLAD 15 LESS THAN 2' BELOW GRADE. MAXIMUMRIDGE = 92.93+25.00 = 117.93
12. GYPSUM WALL50ARD: ACTUAL RIDGE = 108.43 + 3.33 = 111.76
A. 11/2 " GW5 TYPICAL AT WALLS AND CE IL ING, EXCEPT WHERE
STEEL: INDICATED OTHERWISE.
1. REINFORCING STEEL SHALL BE 04, GRADE 40.ALL BARS 5.. 6/811 TYPE "X11 GW5 WHERE I HOUR FIRE SEPARATION 16 LOT COVERAGE: Corner Flag
SHALL BE CLEAN, DRY I AND TIED IN PLACE. LAP SPLICES 15 REQUIRED. Zone
INCH . ES MINIMUM. C. WATER RESISTANT TYPE GW5 ADJACENT TO TUB /SHOWER RESIDENCE: 1821 SQ. FT. �etbacks gMuired
ENCLOSURES. AUXILLARY BUILDING: 168 SQ. FT. Front vi 7-5, Actual.* ddo
2. ANCHOR,5OLTS SHALL SEE 1/21' DIA x 10" WITH 022'B" X 311 X 3,11 D. FIRE -RATED WALLS IN GARAGE SHALL SE FIRE TAPED. 4:�
-SQUARE PLATE WASHERS. SPACE AT 12 " MAXIMUM AND I TOTAL: 1989 SQ. FT. (22.8% Sides/jl,� _5 ---to
BOLT DIAMETERS MINIMUM FROM CORNERS, SPLICES AND 13. STAIRWAYS: Rear
STAIRS SHALL BE CONSTRUCTED PER PLANSAND BUILD ING
PLATE ENDS. SPACE ANCHOR 5OLTS AT ro FEET 0. C. FOR COI: I >E. HANDRAiLS SHALL SE 34"-35" ABOVE TRIE-AD NOSING LOT AREA: 8720 SQ. FT. Other ------
SINGLE STORY AND 4 FEET 0. C. FOR TWO STORY. ANCHOR WITH ENDS RETURNED TO WALLS. HANDGRIP SHALL BE 1 1/411-2 11 Egght 75
BOLTS SHALL HAVE i" MINIMUM EMBEDMENT. DIA. LEGAL DESCRIPTION:
WOOD r1RAMING: STAIR CONSTRUCTION: RICHMOND PARK HOMES BLK 000 D-00 - ALL LOT 24
- 2xi2 #2 HF STRINGERS 16 0. C. MAX.
DF/L 02 4x/ rox BEAMS, HEADERS, POSTS 0 5/4 X 12 065 TREAD
H F *2 EXTERIOR AND SEARING STUDS, PLATES, JOISTS, 9 Ix5 OR 3/4" PLYWOOD RISERS
- 2x4 FIRESTOPS
RAFTERSAND LIGHT FRAMING.
14F ST0. NON-5EARING, INTERIOR STUDS, PLATES. 1/2 " GW5
STAIRS H,4NDR,41L PER 2005 IRC R311,5.6
14. UNDER STAIR SPACE.
GLUED LAMINATE,C) MEt-15ER5.,
ENCLOSED USABLE sPAcE UNDER STAIRS SHALL HAVE 1/2" GW5.
GLU-LAM MEM5ERS SHALL BE A.I.T.C. CERTIFIED.
GUTTERS/DOWNSPOUTS
r_>F/DF-24r--v4 OR ISIMPLE 9PAN SEAMS. Irp. GUARDRAILS:
/7 TO CONNECT TO EXIST. SYST
co/pr- 24F-va r-OI;P. cANTILEVERED 5EAMSAND CONTINUOUS SHALL NOT 5E L;=ei-0_,,THAN Bro" HIGH WITH M,4XIMUM OPENING Or- N
SPANS. APPLY ONE COAT OF ENE) SEALER IMMEDIATELY AFTER LF-65 THAN 4". A;� i_�5'
TRIMMING
16. MA50NRY FIREPLACES:
MASONRY FIREPLACES AND CHIMNEYS SHALL BE CONSTRUCTED
AN�3 �t
SHEATHING: AND REINFORCED PER 200121 IRC SUILDING CODE.
ROOFAND WALL SHEATHING SHALL BE -1/16" APA RATED 11. FACTORY-15UILT FIREPLACES:
Sill 0. C. 6 EDGES, 12" 0. C. * FIELD. SHALL 15E LISTED AND INSTALLED IN ACCORDANCE WITH THE
SHEATHING. NAIL WITH, 86 6 (
FLOOR SHEATHING SHALL BE 3/4" T4GAPA RATED SHEATHING MANUFACTURERS INSTRUCTIONS.
OWNER/CONTRACTOR IS RESPONSIBLE
GLUED AND NAILED WITH 66 6 0. C. 10 EDGES, 12 " 0. C. AT
FIELD. SUPPORT PANEL EDGES PER APA RECOMMENDATIONS. 18. FACTORY-IBUILT CHIMNEYS: FOR EROSION CONTROL AND DAMAGE
SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS. A=4,3,�
V --- - -
FREF-AeRICATED J015T6 / TRUSSES.,
.10RE r FAB . JOISTS AND TRUSSES SHALL BE DESIGNED MY THE, 113. CHIMNEYS/r-LUES,
SHALL PROJECT MINIMUM 2 FT. ASOVE ANY PORTION OF ROOF _L0 - 14 15 -0
MANUFACTURER ENG INEERED SHOP DRAWINGS AND LAYOUT OR. BUILDING WITHIN ic FT. HORIZONTALLY.
SHALL 5S SUBMITTED FORAPPROVAL. 5RACING AND
20. SAFETY GLAZING.
CONNECTIONS SHALL BE DESIGNED AND DETAILED BY THE
ALL GLASS IN DOORS, TUS/SHOWER ENCLOSURES, WITHIN 24" OF A
MANUFACTURER, .-AD b rfl o�
DOOR, LESS THAN 18" A50VE FLOOR OR OTHER HAZARDOUS + (54
_0� I
LOCATION SU5JECT TO HUMAN IMPACT SHALL 5E SAFETY ('X 0 Ro c F.
r
L
GLAZING. SAFETY GLAZING AND TEMPERED GLASS SHALL BE to L;__ -_ ---
FACTORY LABELED PER 200c3 IRC 5UILDING CODE. It
-FRAL NOTES
GENE
21. EXHAUST FANS:
L]
RANGE, CLOTHES DRYERAND MECHANICAL EXHAUST r AN8
SHALL BE VENTED TO THE OUTSIDE WITH APPROVED DUCTS AND
1 FOUNDATION CRAWL 61=4(�E: EQUIPPED WITH 5ACK-DRAFT DAMPERS.
ALLOW 18",MINIMUM CLEARANCE UNDER FLOOR JOISTS AND 1211 DRYER DUCTS SHALL BE PROTECTED AGAINST PENETRATION 5Y
MINIMUM UNDER GIRDER SEAMS. PROVIDE AN UNDER FLOOR DRYWALL FASTENERS.
ACCESS WITH 18"44" MINIMUM OPENING 22. VENTILATION SYSTEM,
-M,
PROVIDE WHOLE HOUSE VENTILATION SYSTE
2. VAPOR BARRIER: A SO CFM SPOT FAN. VTO,
VTO
o c, A IT
0 fil
6 M1L BLACK POLYETHYLENE GROUND COVER IN CRAWL 5 100 CFM SPOT FAN
M 6�fl k6l
$PACE TO BE PROVIDED. LAP JOINTS 12" AND EXTEND UP C 100 CFM WHOLE HOUSE FAN WITH.24 HOUR TIMER AND SWITCH.
IS. SONES MAX. R-4 DUCT INSULATION VTO.
FOUNDATION WALL.
47:1
23,APPLIANCES:
3. FOUNDATION vr=NTILATION: PROVIDE I SQ. FT. (144 SQ. IN) or- APPLIANCES INSTALLED IN GARAGES SHAI-L SEE PROTECTED 1 7,
NET FREE UNDER -FLOOR VENTILATION FOR EACH 1501 SQ. FT. OF FROM DAMAGE AND INSTALLED ON AN 18" HIGH PLATFORM. HOT 5 01
UNDER -FLOOR AREA. WATER HEATER SHALL BE INSTALLED WITH SEISMIC STRAPS I
THE
LOCATED ON THE UPPER AND LOWER THIRDS Or
x
APPL IANCE. THE LOWER STRAP SHALL BE AT LEAST 4 " A50VE P_ k v P,
DRAINAGE SYSTEM- THEAPPLIANCE CONTROLS. PRESSURE RELIEF LINE SHALL 5E +1
I`% SPLA6K L-1-0- 05 1A.0 Y_> r-_-,�A41CC.
PLUM5ED TO OUTSIDE. ELECTRIC WATER HEATERS IN UNHEATED V.- . .
IS N1
SPACES OR ON CON ALL 5E PLACED ON AN I _LT V
CRETE FLOORS 5H
INCOMPRESSIBLE, INSULATED SURFACE R-10 OR GREATER,
MECHANICAL- APPLIANCES INSTALLED OUTSIDE OF GARAGES
S., FOOTING DRAIN SYSTEM: SHALL BE PROTECTED AGAINST VEHICLE IMPACT.
.411 OR roll DIA. RIGID, PERFORATED PVC DRAINPIPE. COVER 24. ELECTRICAL/L IGHT ING: Ii'j-
1111T miti'llmlIM /n= All IIIA44U=r =/ne-e e)M I I -A/All
TU= =1 =e-TWIe-Al AUAI I PROVIDE I AYOUT 0
MINIMUM ROCK COVER ROCK WITH APPROVED SILT 15ARRIER, INDICATING OUTLET6, LIGHTING, SWITCHES, TV, ETC. FOR
APPROVAL PRIOR TO INSTALLATION, THE ELECTRICAL AND Rocv_i�Azy
BOTTOM OF DRAIN PIPE TO BE AT OR BELOW 50TTOM OF
WHEN SHOWN ON PLANS 15 SUGGESTED ONLY.AN
FOOTING.
ELECTRICAL SWITCH $HALL BE LOCATED AT TOPAND 50TTOM
OF STAIRS WITH (o OR MORE RISERS. ALL OUTDOOR LIGHTING C), 0 0
-ICIENCY LIGHTING OR CONTRO A �oE (A
6. HOUSE/GAR.46E SEPARATION: REQUIRES HIGH EFF L&A MINIMUM A
OF 50% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING
WALLS BETWEEN HOUSE AND GARAGE SHALL BE MINIMUM 1/2
GW15. ON GARAGE SIDE WITH I B/8" SOLID WOOD DOOR OR FIXTURES SHALL BE HIGH -EFFICACY LAMPS. A RECEPTACLE
OUTLET SHALL SERVE EACH DECK, PORCH OR BALCONY Applicant shall repair/replace all damage to L
20-MINUTE, DOOR WHERE A LIVING AREA 16 ABOVE THE GREATER THAN 20 SQUARE FEET IN AREA utilities or frontage improvements,in City 0
CEILING SHALL BE 5/8". TYPE X GW15AND ALL
GARAGE, THE right-of-way per City standards that is caused
SUPPORTING MEMBERS AND POSTS SHALL BE PROTECTED WITH or occurs during the permitted project.
1/2 11 GWS.
ff.%
�SHEETINDEX
SHEET 1 OF
5 COVER SHEET
SHEET 2 OF
5 FLOOR PLAN
SHEET 3 OF
5 EXTERIOR ELEVATIONS
SHEET 4 OF
5 EXTERIOR ELEVATIONS
SHEET 5 OF
5 FLOOR FRAMING PLAN
ROOF FRAMING PLAN
BLDG. SECTION
SHEET S-1
LATERAL DETAILS
NEW SQUARE FOOTAGE
3.5 X 20
= 70 SQ. FT.
PROPOSED GLAZING:
2 60 X 42 35.00 SQ. FT. WINDOW
GLAZING PERCENTAGE
35 280 = .125 = 12.5 %
ATTIC VENTILATION
70 / 300 = .233 SQ. FT. VENTIL. REQ'D.
PROVIDE CONTINUOUS RIDGE VENT .
& 211 CONTINUOUS STRIP VENT AT EAVES
JW �
... :v U 0
'jk)
_)�X AT 1. 0 N�
IMPERVIOUS CALCS.
EXEMPT IMPERVIOUS: (PRIOR TO 12/15/95-1952)
HOUSE - 1922 SQ. FT.
PATIO 592 SQ. FT.
WALKS - 160 SQ. FT.
DRIVE - 520 SQ. FT.
TOTAL EXEMPT - 3194 SQ. FT.
REPLACED EXEMPT -NONE
REPLACED NON- EXEMPT - NONE
NEW IMPERVIOUS:
HOUSE ADDITION (2004) - 450 SQ. FT.
AUXILARY BUILDING (AFTER 12/15/95) - 168 SQ. FT.
PROPOSED ADDITION - 60 SQ. FT.
TOTAL NEW IMPERVIOUS - 678 SQ. FT.
TOTAL NON- EXEMPT - 678 SQ. FT.
LAND DISTURBING ACTIVITY - NONE
GRADING, FILL, EXCAVATION AREA - NONE
PROJECT TO CONVERT % ACRE OR MORE
TO NATIVE VEGETATION OR LAWN
OR LANDSCAPING - NO
W
GRADING CALCULATIONS
EXUAVAIIViN:
22XA.5X2 = 198CU.FT.
198 / 27 = 7.33 CU. YDS.
CRAWL SPACE VENTIL.
-lax- -2=r.,7 Q vW
57/150 = .38 SQ+i.FT.
.38/.7 = .54VENTS R ES U B1111
PROVIDE 2 VENTS FOR CROSS
VENTILATION AND CUT A MAR 10.2011
24" X 18" ROLE IN EXISTING
BUILDING DEPAR7WENT
FOUNDATION FOR ACCESS TO CITY OF EDMONDS
NEW.CRAWL SPACE.
1z
NJUK R + 100,
fop J (�� W116V CON/-
UREET FILE
RESUB
MAR 10 2011
ERING
r-
72?BYPGINE. BUILDING D�PARUMENT
CITY OF EDMONDS
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MAR 10 2011
BUtLDING PEPARkWNT
Cl-ry oF MOND$
X
5TRUCTUFRAL NOTE5
GENERAL.,
THECONTR4CTOR SHALL INSPECT THE SITE AND 501L
1. EGRESS WINDOW-
CONDITIONSAND VERIFY SITEAND IBUILDING DIMENSIONS
EVERY SLEEPING ROOM SHALL 15E PROVIDED WITH A DOOR OR
5;=PORE COMM'i CIiq'd� WOR<�.
EMER3ENCY�EGRESS�WINDOW. NET CLIE OPENING SIZE TO 5E
P90VIC)E TEMPdRAR A -QU RED D
A MINIMUM OF 5.71 SQ. OT. OPENA5LE AREA $14ALL 5E 24"
-�WIDTH. OPENING SILL
MINIMUM K�HEIGHT ANDI�20"-M.INIMUM.-IN..
E
'FLOOR.
HEIGHT TO�:15E- A MAX,.IMUM--Or, 44" A50VE THE.�.
_Y SIZE ANb'_LOCATION OFAL-L" OPENIK&S� IN FLOOR, ROOF
4�5-:WALLS WITH MECHANICAL AND ELECTRICAL WORK
I ,
PETECTORS'-;,� - '�l
G1
Pktr-A5RICATED I I TE . MS $HALL' - 5E, HAND , LED 4N D I N6 TALLED
PROVIDE INTERCONNECTED SMOKE DETECTORS IN EACH
SLEEPING AREA, OUTSIDE -EACH SLEEPING AREA IN IMMEDIATE
PER MANUFACTURER'S RECOMMENDATION.
E CH- STOR 7 DWELLING.
VICINITY or-, 5EDROOMS,ANDON -A Y �Or.
WIR DIRECT -TO: -POWER -SUPPLY WITH aATTERY,5ACK-UP-
.E
DC
I.,;=XT,,P_ND ALL FOOTINGS DOLLN To FIRM UNDISTUR5EP SOIL 1,5
I0-,:,-ATTIC VENT4_ATI'OW1%'
INCHES 5ELOW ADJACENT GRADE.
PROVIDE 1 80. FT. Of: NET FREE CROSS VENTILATION FOR EACH
IN
2. C ER FOOTING , 5 ON 60''LUMNS'AND WALLS EXC , E�PT WHEN
150 SO. FT. OR'AT 205'o OF VENTING 18 3 FT.
AREA OR 1/300 IF r
DiMENSi ED OTHERWISE.
A50VE EAV-t., U$E.-A,.:COM5INATION, OF AND, EAVE
VER OPENINGS: WITH-. 1/411
VENTS 1 As REQU IRED, C 0- -
E,;N*0UNDAfIcN: ANt' ) F06TING6"4 INCHES TO- Su- PPORT
NON�;CORROSIVf_=.MES4_
HA-96 NRY,�,Ir '::Wpj��E APPLICA5LE. VERIFY LOCATIONS.
11. TU5/SHOWERAREAS:
H,4 ED�UITH A SMOOTH, HARZ) FINISH TO, A HEIGHT
S LL5E FINISH
OF12, IN.. A50vE�,,.'PRAIN.
1. CONCRETE.,DESIGN SHALL 15E 5 SACK MIX, 2500 PSI AT 2a
DAYS�UNO.' TO'15 AIR -ENTRAINED (5%' - -191.) 3000 PSI AT 28
12. GY-f_=1SUM WALL,50ARD-
DAY6'�A E�kt: EXPOS E* , D TO WEATHER'FOR DURAeILITY,
A. 1/2" GW5 TYPICAL AT WALL$ AND CEILING, EXCEPT WHERE
ON �_
CRETE SLA15 WI-ru
SL 5 GRADE (HEATED SPACES) 4" CON I H
INDICA ED OTHERWISE.
-TE
IIXIIGW5�WHERE_-.1 HOUR �,F SEP
ARATION. 16,
i.4' (ok6' w; W., I,, --sA�b OVER (6 MIL 'VAPOR eAR'R R
REQUIRED.
S
4il 66Ak6ii 60k4bi GRAVEL- FILL. R_Ie� �x 24'1 RIGID INSULATION
C-VATER RESISTANT TYPE.--,GW5 At TU5 /SHOWER ENCLOSURES.
AE� j,�
At P_"9P'RHr_=.f*P`, WHERE SL S LESS THAN 2' IBELOW GRADE.
NERGY REQUIREMENTS
OPTION 11
AZING U-FACTOR:
VERTICAL
0.40
OR U-FACTOR:
0.20
SULATION:
CEILING:
R-38
VAULTED
R-30
WALL ABOVE GRADE
R-21
FLOOR
R-30
SHEET I OF
4
COVER SHEET
SITEPLAN
SHEET 2 OF
4
FLOOR PLAN
SHEET 3 OF
4
EXTERIOR ELEVATIONS
SHEET 4 OF
4
FOUNDATION PLAN
FLOOR FRAMING PLAN
ROOF FRAMING PLAN
BUILDING SECTION
SHEET S-1 OF 1
STRUCTURAL
e \c� vi7k- C_ A
I Lt 13 5
1*13 \17 5
.AOL COMSE 95.,60
AC,A V INL N
1�kA-ANAA,om
E.........
Obtain Electrical Permit from
State Labor & Industries
ENERGY CODF, COMPLIANCE
WATTSUN/.TARGET CALCULATIONS
-------------
GLAZING CALCULATIOV, S---w.
1 1 1.
13. 6T-A IRWAYSi,
CONDITIONED SPACE:
GLAZING:
t
ST EL
STAIRS $HALL,, 5E�-
MAIN FLOOR 15 X 20 = 300.0 SQ. FT.
5 18 X 18
GR DP - ALL E5A
1. RE INO Okd1k& 6tE EL a4ALL 61� 44, A 46. RS
CODE. HANDRAILS)SHALL 5E 34" -36" AI5OVE TREAD NOSING
1 72 X 80
514ALL el_t CLItA"N', t'Ez' IN PLACE. LAP PLICES 15'
D AND I D
WIT14: ENDS RETURNED TO WALLS. HANDGRIF SHALL 5E 1 1/41' -2 11
5X9.5 = 47.5 SQ. FT.
INCHi 6 H I N H U Mt
-
DIA.
TOTAL 347.5 SQ. FT.
TOTAL GLAZING:
2; AN 6-H''O"' R" 1�0' LTS SHALL 5F 1/2 11 D !A. x 10" WITH 1/411"X" 311 X 311
STAIR CONSTRUCTION
&QU;4kE` PL"4tE, ''WAS, HERS.' SPACE A"T-12''", -H AKIM'UM. AND 1
2xJ2 �. STRINGERS 16IR 0., MAX.
GLAZING PERCENTAGE:
50�Lf�bl�'A'ME"TE�R'&M"INIMUM-r-ROM.�Cof;a4p.s, 60"L ICES -AND
:5i14+_X 12 TREAD
15 T FEET 0. C, FOR
OLA-tt IiNb6-'�PA6E'A '6H61P '6L 9 �4T &
GRADING CALU'
XLATIONS
SINGLE STORY AND 4 FEET 0. C. FOR TWO ISTORY. ANCHOR
6 -2x4-FIRESTOPS.,
GW15
IBOLTS�-'6HALL P A-V It;,71' !'MINIMUM EM5EDMENT.
o �STAIRS -HANDRAIL PER 2003 IRC R311.5.&
SLAB:
GLAZING:
T_
11.25 SQ. FT. WINDOW
40.02 SQ. FT. FR. DOOR
51.27 SQ. FT.
51.27 -* 348 = .147 = 1,P'7'%
,. 1
EXCAVATION:
-C)
WOOD FRAMJNG�-,
UNDER STAIRSPACIE�
PAC N RSTAIRS�SHALL.:HAVE 1/211 OWES. 24 X 22 X.75 = 396 CU. FT.
E�CLO$ED U6A5Lr=-:s oE -,qw
S 4X70X.75 = 210 CU. FT.
DF/L n 4x/ x - BEAMS HEAD R PO T&
Parcel Legal Description
HF: 02'� EXf#R'IO'R AND 5EARING STUDS, PLATES, JOISTS, 15. GUARDRAILS:
SHALL NOT 5E,.LESS THAN 36" HIGH WITH MAXIMUM OPENING OF SUBTOTAL 606 CU. FT. RICHMOND PARK HOMES BLK 000 D-00 - ALL LOT 24:
kAi=`T"r=R9 AND LIGHT FRAMING.
LESS THAN
4.6t� Nb�_6514 IN&,1NTERIO'1;�`STur.>s, PLATES, 9M. q P."11TVIKI, 1.=
OTA XC. 606 27 = 22 U. YDS.
ki I A &- I I
&L,:.U, t E_ 5 L, A M, I N AT t I D M 5 M", E5, E f*;;',�'.'
Irv, �"AACA-o T-41 r-
MASONRYFIREPLACES AND CHIMNEYS SHALL er: CONSTRUCTED
AND-REINr C IBUILDING CODE.
GLU'-LAH MEM-5ER.6 SHALL IBE A.I.T.C. CERTOit'D.
DF/DF!-24F-Y4 OR SIMPLE SRAN 5,.EAM$.
r TORY_5UILT FIREPLACES,
DF/DF , _; 2 41��rV_6,FOR CANTILEVERED-BEAM6 AND CONTINUOUS
SHALL 15E LISTED AND INSTALLED IN ACCORDANCE WITH THE
SPANS.- APPLY ONE COAT., OF.PND SEALER -IMMEDIATELY AOTF
MANUFACTUREiRS, INSTRUCTIONS.
IM-
-YS
16. FACTORY-IBUILT CHIMNE
N
SHALL IBE LISTED AND iNSTAL1 _ED IN ACCORDANCE WITH THE
MANUFACTURER'$ INSTRUCTIONS.
ROOF AND WALL SHEATHING SHALL 5E 1116" APA RATED
1121.1 CHIMNEYWIFLUES�-,
BU
SHEAT'HIkG.: NAIL WITH,9dr:'9 C.QEDGES, 1211 0. C. -a FIELD.
SHALL PROJECT MINIMUM 2 FT. A5OVE ANY PORTION OF ROOF
FLOOR�SHEATHING'SHALL'...15E- 3/4" T4G APA'RATED SHEATHING
OR 15UILDING WITHIN 10 FT. HORIZONTALLY.
GLUED 7AND -NAILPD�� WITH aci a 0. C. 6 EDGES, 12 11 o. C. AT
20-.,.�--SAFETY 6L.
TO
FIELD, SUPPORT PANEL, EDGE&�PER APA. RECOMMENDATIONS,
ALL GLASS IN-'D'O0RS,'.TU15/SHOWER ENCLOSURES, WITHIN 24" OF A
DOOR, LESS THAN 15",AeOVr FLOOR OR OTHER HAZARDOUS
f=REFA1BfRIC,,4TED JOISTS / TRU86ES:
LO CATION su5jECT:TO,--�HUMAN IMPACT SHALL 5E SAFETY
GLAZJNG. SAFETY GLAZING AND TEMPERED,` GLASS- $HALL 5E
PREFA5 JOISTS AND TRU55ES SHALL 5E DESIGNED 5Y THE
FACTORY LA15FELED PER1BUILDING CODE.
M AC TURER. ENGINEERED SHOP DRAWINGS AND LAYOUT
$HALL 5E. 5U5MITTED FOR APPROVAL. 5RACING AND
21. EXHAUST FANS:
CONNECTIONS SHALL 15E DESIGNED AND DETAILED eY THE -
RANGE, CLOTHES DRYERAND MECHANICAL. EXHAUST FANS
MANUFACTURER
-WITH, APPROVED DUCTS AND
SHALL 5E VENTED TO -THE OUTSIDE�*
C
EQUIPPED WITHIBACK�DRAFT D'AMPERS.
22. VENTILATION SYSTEM:
G;ENEF�4L NOTE5
PROVIDE WHOLE'HOU6E VENTILATION SYSTEM.
A .50 CFM SPOT F:AN-.*VTO.
-AN
5 �' 100 CFM SPOT r , VTO,
TO
C 100 CFM WHOLE HOUSE FAN WITH 24 HOUR TIMER AND SWITCH.
1. FOUNDATION CRAWL SPACE:
1.5'SONES MAX.,"R��DUCT INSULATION VTO.
:_ALLOLj-A8,"`:'HINIMU"M: C.LiAAA 6E UNDER FLOOR JOISTS AND 12"
23. APPLIANC;=S.--.
MINIMUM UNbE1_R (34RDER 6'64,ms. f=`RcV 6E AWUNDER FLOOR
APPL IANCES INSTALLED ��lN GARAGES SHALL-15E, PROTECTED
�4C.r,i=-'-61S-,U,JltH:16"x24'I MINIMUM OPENING
FROM:D-A-MAGE AND INSTALLEDOWAN-16" HIG4'PLATFORM. HOT
WATER' -HEATER, SHALL- 5E-.. INSTALL- =,P_-,WITH SEISMIC STRAPS
r
LOCATED ON THE UPPER AND LOWER THIRDS OF THE
2. VAPOR 5ARRIER:
APPLIANCE. THE: LOWER STRAP SHALL 5E AT LEAST 4" A50VE
ro MIL �'IBLAC_ POLYETHYLENE GROUND COVER IN CRAWL
THE- APPL IANCE: CONTROLS. PRESSURE RELIEFI-LINE',`.-SHALL 5E
SPACE TO 5E PROVIDED. LAP JOINTS 12" AND EXTEND Ulm
PLUM5ED TO OUTSIDE. ELECTRIC WATER HEATERS',',IR UNHEATED
FOUNDATION WALL.
SPACES OR ON CONCRETF_�%FLOORS��SHALL 5E PLACED ON AN
INCOMPRESS15LE, INSULATED SURFACE R-10 OR GREATER.
3. FOUNDATION VENTILATION: PROVIDE I SQ. FT. (144 SO. IN.) OF
24.. ELIECTRICAL-71- IGHT ING.,;
El
", 7, � �* �`Ifl
AMM�NN. , . _? ACCEPTABLE TIGHTLINE
NT% MATERIAL
�01_011 V MR as
SCH 40
_Aox, -12 OWNER/CONTRACTOR IS RESPONSIBLE FOR
20-0:3 IMC 0
f N
F81O.HANCOR EROSION CONTC-L AND DRAINAC-E
EW IMPERVIOUS CALCULATIONS j-1
A V)
2003 EDIT101"N' VIAQ ALL EXPOSED SURFACES TO
ILDING 26 X 16.5 = 42� SQ. FT. BE COVERED WITHIN 2 DAYS
8 X 3.5 = 28 SQ. FT. WAC 51-13
(V) 0 0b) J GUTTERSIDOWNSPOUTS
TAL 457 SQ. FT. t 0
TO CONNECT TO EXIST. SYST.
0 13
0
W W-1
A _4_
UPC
2003 EDITION -4- 7 C)V-., C, C) Fc) C�, c,
+ '�D
WMACAMM"ENDMENTS
Pi 010-11 y,, 1_6-1� FA< 10
RAWL SPACE VENT1LAT4WPPf=-Jv01G"
y
TI-71 Tl-r-
It'j, I I I L I 1 0 0 F L �A
14 X 19 = 266 SQ. FT. f LU J_ U C,
? L
5 X 9 = 45 SQ. FT. o (.1
TAL 311 SQ. FT,
tj _N
, _d, - , 0 i\,
311 150 2.07
/1-, [) i �j
2.07 -1.7 2.96
3 VENTS REQUIRED
PROVIDE 6 VENTS PPROI/EzU. )ATF -33 1 0
0
P� 0
14
ib,
NET' -FREE UNDER-'0LOOR VENTILATION FOR EACH ir2bsa FT. -Or- THEELECTRICAL:,-CONTRACTOR SHALL PROVIDE LAYOUT
U INDICATING OUTLETS, LIGHTING, SWITCHES, TV, FTC. FOR
ND FLOOR AREA,
-INST,4LL,4TION..THr=.-'ELr=CTRICAL AND ATTIC VENTILATION
APPROVAL PRIOR TO,
LIGHTING WHEN SHOWN_�ON PLANS 16 SUGGESTED ONLY.
4. ROOF DRAINAGE SYSTEM:
CON Z NECT DOWNSPOUTS TO 411 DIA. RIGID, NON- PEf;Z=ORATED Any request fo r modification, variance or other 20 X 20 = 400 SQ. FT.
deviation (hereinafter "variance") 400 150 2.67 SQ. FT. REQUIRED
DRAN PIPE.- ROUT;= �syvrr=m INDEPENDENTLY FROM FOOTING a minis rative
L-)KAI T 0 i r-1-11 -111USL e sPecilically called out - and identified.
I of any
A
_pprova plat or plan containing provisions
wh �i�ch d 9 not comply with city code and for which a
5. FOOTING DRAIN SYSTEM:
D A. R GID, �PEf;FPOR4tEC) �PVC DRAINPIPE, COVER,
OR'& yariance has, not been specifically identified,
W� requested and,��bonsidered by the appropriate city
ITH'MIkIMUMI-bF 4"WA5HED fkOCK ON ALL 6011=6'U�51NG 3/4"
MINIHUM R:06k, COVER ROCK WITH APPROVED SILT IBARRIER. -official in accordance with the appropriate provision
�.6ity code or state law does not 'approve any items
50TTOM OF DRAIN PIPE TO IBE AT OR 5ELOW 15OTTOM OF _Of
not to code specification.
FOOTINd;,
6.�HOU5k ARAC
.$E-L 6 PARATION:
/G
ikt�rl_='N HOUSE AND GARAGE SHALL 5E MINIMUM 1/2"
GW5 ON GARAGE SIDE WITH 13/8" SOLID WOOD DOOR OR
20-MINUTE DOOR WHERE A LIVING AREA 15 A50VE THE
GARAGE, THE CEILING HALL 5E 516" TYPE X GW5 AND ALL
SUPPORTING MEM51=RS AND POSTS SHALL 5E PROTECTED WITH
1/2" GW5.
PROVIDE CONTINUOUS RIDGE
VENT AND CONTINUOUS 2"
SCREENED STRIP VENT AT EAVES
APPROVED AS NOTED
BY ENGINEERING
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AUG 2 5 2004
PERMIT COUNTER
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