2005, 10-20 Permit App: 05003952 Addition Project Number: 05003952 Inv: I Application Date: 10/20/2005 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
rc"�ux `vnw,.�..M`: :,.:ax...rt:.� ...,.,..,,, :'�`- d ». -'a«,««+..... .;=�.�m`5s� ";�,-� .r«tom yrs•...,.. .. ... ..
Permit Use: ADDITION TO RESIDENCE Contact: FINNEGAN,ROSEMARY E
Address: PO BOX 141326
C-S-Z: SPOKANE VALLEY,WA 99214
Setbacks:Front Left: Right: Rear: Phone: (509)991-9072
Group Name:
Site Information: Project Name:
Plat Key: 002945 Name: WOLFCREST ADD District: F
Parcel Number: 45224.2903 Block: Lot:
SiteAddress: 13513 E 11TH AVE Owner:Name: FINNEGAN,ROSEMARY E
Address: PO BOX 141326
Location::CSV SPOKANE VALLEY,WA 99214
Zoning: SFR
Water District: Hold: ❑
Area: 9,750 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: . R
Review
Nan Review Released By:
Sewer Reviewl Z
Released By: '.
Permits: (2,„‘„,,,,---1- 4 Cie, 2 1
gmr., 'ainEAA, $$ 1.0. 4,.= N _ ,.. ;...,. ...
Building Permit
Contractor: UNKNOWN Firm: UNKNOWN
Address: UNKNOWN Phone: (000)000-0000
UNKNOWN,WA UNKNOWN
Operator: CJJ Printed By: CJJ Print Date: 10/20/2005
Project Number: 05003952 Inv: 1 Application Date: 10/20/2005 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Disclaimer:
Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information
contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: CJJ Printed By: CJJ Print Date: 10/20/2005
Permit Center ���
Spakar>eeosofe\t11707 E Sprague Ave, Suite 106. �\� ',, \ J J P R T E -*
Spokane Valley,WA 99206 \, \\ \ ry � ��
�,�Valle �,,, PERI+IEI✓ rpra.
Y (509)688-0036 FAX:($09813 �^.
Community Development wv.w.spokanevallev.or �cFot `TC. �,
Residential Construction --2--, ❑ Ne1vv \Cnstr'
uction ❑ Accessory Bldg
Permit Application \ c1D\ddition/Remodel ❑ Deck
❑ Other:
SITE ADDRESS 1 33 --/ 'c--(, y / (
ova%7t._/e.d-) 7( S °4 CI
ASSESSORS PARCEL NO:</57,2‹/ "75'o 3 LEGAL DESCRIPTION: <,, 3 . 45' '2
Buldding �' ra Wy�1- T. - _ 4
p
Name: /P U S E j`i F., g' 4 Name: .
Address: /3 51/3 , / 7` /7 Address:
City:. 1, / c 611,, Zip: I Z/ 6 City: Zip:
Phoney/• 5'(,).Z Fax: Phone: Fax:
y�7 } g Lic No: Exp.Date:
617. a Vit" -erSflB4. -,,e..1.,,,,,,,;., !, r e
" City Business Lic No:
Name: / '
Phone: `
Describe the scope of work in detail: Cost of Project: $
1 le I. "..� . ! Z 1g, ,
4::-" i. ' 49'i'll'id€01,/'9(9/2" . 6'--- ,E0--
**************The following MUST be complete: (write N/A if not applicable)**********************
HEI HT T° PEAK: DIMEN IONS: #OF STORIES: TOTAL HABITABLE SPACE:
o 2c�.-z. Z 0 0 4 4 O .40660
MAIN FLOOR TO SQ. 2" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: �,%ro
AREA:
-r a k r-o!dv ultc h
FINISHED BASEMENT FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: PROPERTY:
#OF BEDROOMS: CO�N TRUCTI¢N TYPE: HEAT SOURCE (5�.$ti. SEWER OR SEPTIC?
DISCLAIMER
/ '`� f Voacl d) /cc_. C r),„d S E w c�z
The permitee verifies,acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling,the
dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or
local laws,codes or ordinances.6) Plans or additional information may be required to be submitted, and subsequently approved before
--this-application-can-be-processed.
Signatu e .�- - Date / 7 / "
Method of Payment (Faxed. rmit applications will only be ac,-pted with major bankcard)
❑ Cash 0 Check 0 Mas ercard 0 VISA 0 Other
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
Pegogoormit Center
Spokane 11707 E Sprague Ave, Suite 106
dossiO
Valley
Spokane Valley,WA 99206
(509)658-0036 FAX: (509)688-0037
www.spolcanevallev.ore.com
Community Development
•
• Residential Plan Submittal Minimums
•
❑ Completed Building, Plumbing & Mechanical application with: Accurate address,
Parcel Number and/or Legal Description, description of work, owner and
contractor information, signature, and date.
o Two sets of plans including Site Plan, elevations, floor plans,foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor. Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
o Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
. ❑ All header locations: type, size, and connections .
•
❑ Foundation plan
O Insulation information
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°" FOR GROUP R OCCUPANCY
CLIMATE ZONE 2 .
Glazing Glazing U-Factor Door9 z Vaulted Above Wal` Wall?
Sl�6
Option Area': U- Ceiling
of floor Factor g Ceiiing3 Below Below Floor on
Grade
Vertical Overhead" Grade Grade Grade
I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
int'
Il. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-56
III. 17% 0.37 0.58 0.20 R-38 R-3D R-19+ R-21 R-12 R-30 R-10
R-56
IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
V. Unlimited 0.35 0.58 0.20 R-38 R-3D R-21 R-21 R-12 R-30 R-10
Group R-3 int
Occupancy
Only
VI. Unlimited 0.32 0.58 0.20 R-381 R-30/ R-21 R-15 R-12 R-30/ R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
* Reference Case
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio
to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15%glaring
option(or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-I 0,or on the
interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material,manufactured for its intended use, and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended
use,and installed according to manufacturer's specifications. See Section 602.4.
7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
COOPERATIVE£ZTENSION
WSEC Builder's Field Guide 5th Edition WaSHINGTONSTATE UNIVERSITY 1-7
t3ENERGY PROGRAM
i
Figure 5. Recommended construction details for APA portal frame bracing without hold-downs (For use details see Table 2)
4 A
. I
' ii 3 X 11.25"MIN.HEADER. !•1 • •l'
• i • i•.( SHEATHING FILLER
t : (BUILT-UP,SOLD SAWN,',•i i [ • i,
1 ,4 GLULAM,ETC) i I .I. I IF NEEDED
,,. I' 6'T018' ;(.I 1.. 16D
• •
SINKERS
•1 1; FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF I II i•• 2 ROWS Q
• I: ( 16D SINKERS AT 3".q C YP:T ,: 1 ''i •
'! 1 1000 LB HEADER STRAP OPPO5 TE SHEATHING AS SHOWN '• I•'
... . I. . (SEE SECTION A-A).,TYP .1, I.• 1000.LB.
y: i HEADER
•I' • i FASTEN SHEATHING TO HEADER WITH 8D COMMON "11 i.. STRAP
.I: NAILSIN3'GRID PATTERN ASSHOWNAND$OC., ,,1, 1,
MAX. 10. ..�.:
C 1N ALL Fj2/1MIN(j(STUDS„ANprk•S)TYP .:•._ •.I ,
y.. r ..t i., 3/8MIN..
7}' THICKNESS
•s )I FOR FRAMES OVER`.8',PANEL SPLICE;(IF NEEDED)SHALL. �:I I • WOOD
OCCUR WITHIN 24”OF MID-HEIGHT BLOCKING IS „1 1
REQUIRED.IF 2X'BLOCKING IS USED THEN IT:MUST BE I ...•SSTRUCTURAL
••� •
STITCH NAILED WITH ONE ROW OF.160 SINKERS AT 3" ••11 ''• PANEL
h
..j. t O:C j..
` 16 I ..'I :x, FRAMING FOR
SEE TYP;CORNER.,FRAMING DETAIL •,I ,, 16D NAIL®24. GYPSUM WALL.
1• I I 'BOARD
{ .. ' 'IN 0.C. (OPTIONAL)
�'� 1/2" •
DIA.ANCHOR BOLT WITH 7 MIN. !I �" ,
• A ri EMBEDMENT 8 2 X 2 X 3/16"PLATE WASHER, • 'R t.4.1.
1' 11....F48D NAIL @ 6 IN. \%n�1;el_�e0;1
PAVkiTi-I+„ TYP `'+'I 1 0.C.IN ALL
"�s „ 'R 3 ' 1.1 }I F*,r '. PANEL EDGES
� � +.9 J 7*4.:.�8° ie'iu V''',i3 a,. , � `<-�.4"r�i. la"1a.TT's `.,A • ,„,. .. ,r 'NOT PART OF PORTAL FRAME
y- PORTAL.FRAME WALL
4 A SEGMENT TYP.
FRONT ELEVATIONSECTION A-A
NOT TO SCALE SIDE ELEVATION. CORNER FRAMING DETAIL
I
L
Form TT-073 Page 10 of 10
Figure 4. Recommended construction details for APA portal frame bracing design with hold-downs (For use details see
Table 2
i DOUBLE PORTAL
SINGLE PORTAL FRAME—� FRAME �I A SHEATHING FILLER
IF NEEDED
j 3"X,11.25"'MIN.°HEADER I • "'
1
" t'' (BUILT-UP,SOLID SAWN, 1 i'
, I .GLULAM,ETC) I . I'
I
::!-- 7•1“- If 6'TO 1.8: j '' ' s• i • 16D 11°4 1000 LB
• 1 I• •I L. HEADER
';i 4 FASTEN TOP PLATE TO HEADER WITH TWO ROWS OF ?• 1.. SINKERS STRAP
2 ROWS
i•• 160 SINKERS AT 3";O C TYP I ;t •I•• �
Il
••1 I I• 3"0.C.
•f
1000 LB HEADER STRAP OPPOSITE SHEATHING AS SHOWN 1000 LB I ;''
I 1 (SEE SECTION A-A)TYP.
• j i•• STRAP • I I..
} FASTEN SHEATHING TO HEADER WITH 8D COMMON '� 3/8 MIN.
NAILS IN'3",GRID PATTERN AS SHOWN AND 3"O C, • ('• THICKNESS
' 1 TYPICAL.��` i••
. MAX. 10' i I. . JN FRAMING(STUDS,AND SILLS)TYP. PORTAL FRAME: �" • `WOOD
..1.- -
,CONSTUCTION I • • STRUCTURAL
.�, J•• FOR FRAMES OVER 8',PANE SPLICE(IF NEEDED)SHALL I PANEL
OCCUR WITHIN.24"OF MID-HEIGHT.BLOCKING IS -
k•• REQUIRED IF;2X BLOCKING IS USED.THEN IT MUST BE 2X FRAMING — �,
STITCH NAILED WITH ONE R W OF•16D SINKERS AT 3" •
i•
�.. O.0 I I j-
1000 LB HOLD 4200 LB HOLD
1--16"or:24" DOUBLE 2x POST DOWN STRAP DOWN STRAP
• I •.
4200 LB HOLD DOWN.STRAP APPLIED.OVER APPLIED
.• OVER
•• SHEATHING iNSTALLEDIN CONCRETE PER ,,
,�
MANUFACTURERS INSTRUCTION'` •...-:---:-'44-1--.1:::
SHEATHING
i sa
1rI
• I .. 5/8 DIA ANCHOR BOLT WITH 7"MIN r ..
vl
es, A: �!}� EMBEDMENT$2'X 2"X 3/16`PLATE WASHERI 1 I ZIN I';y11;8�si r1 ( U ?a Jx .R'Y�"ifasb> 'ry, , '�t A.tvk'v., .tw i63✓,,, ^qil rrvv , .� '� n s 1 w$ kvf �.
f tw..,, ,& .ai`aw�.w;,-:rs.. S.Y. ,.. .:•.a.,« ? -fa.1Mt- r1a31 c .'
4 A
FRONT ELEVATION , SECTION A-A
NOT Tp SCALE SIDE ELEVATION
i
Form TT-073 Page 9 of 10
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WHEN INTERIOR ALIERA110N&IIERVIS OR AOMORI
REQUIRING A PER OT OCCUR.a1 �0I OR NOM
• SLEEPING NOME ARE AOOIIID M OREMIDIREMMIll
DWELLINGS;THE'O LImiiI x1111111 OE
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tIM1N SIDNE ALAIM_ACA Alf l01117l ...,
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ar z) . :I tipn :.. 4C�k felt for 1, e
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_ Per,ever, r 300 Et of Space dam protection
h n L� � tii ,----- ventii ith at lea: 1.016 in the ••- , 1 'I'�Z;�{•` H1St i�
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lil`- i �' t 7 L BEARING WALLS AI SHEAR PALL
t _—.T.__ PROVIQE DOUBLE S:ROTS(MIL UNDER ALL WALLS
d� _VV ..`� _ , ( ARALLEL TQ SPAN l)11,
I I U PDER IU L (MI )TO '+ ii TION
I I R .SUNO.
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OVIDE SHEAR CONNECTIO4
ONNEOTIO4 FR
IV, , i \0 ,,:-.)---1,. ,,,-i-! 16 i•„,,, _-, _ _ - -_ -+_,_ u.u.ih- ,a »ei x:P;- `q..)-�';WALLS TO[BUSSES u'JOISTS ABOE.�- j l ,
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CSX E 6`/.. 1"__` ,, __-- , — _______-_______.___ __-o,
STAIRWAYS: Minimum width 36 in. with min.tread
run of 10 in.,max. rise of 7 3/4 in. & nosing of 3/4-1 VI in. I
HANDRAILS: Height of 34—38 inches when required by four or ? .. ,
- Enclosed usable space under stairways requires 1 hour more risers shall be continuous the full length of stairs with the
fire protection of 1/s in. GWB ends returned or rounded. LANDINGS: Required min.width of 36 I J
in.or width of stairway and 36 in.travel distance -
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�- ! Min. 4 ft Brace Wa11 Panel per R602.10.3 &R602.10.4 P
`1”! 1 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
P I
j 1 ; Min. 16, 18 or 20 in. APA Portal Frame Bracing � �
, : ' Engineered Shear Wall Bracing . - '
'
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. i � 11 ! i i� � I, � f I
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—
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
H OOR SYSTEMS PRIOR TO FRAMING
IN5PECTIUNS
CITY COPY
.Arti
THS BUILDING SUBJECT
TO FIELJ INSPECTION CORRECTIONS
'P j*' 3'
REVIEWE5 FCS,?' DE COMPLIANCE
SPOKANE VALLEY BUILDING DNI ON