2014, 10-10 Permit App: BLD-2014-2475 Accessory Bldg Community Development Department (Staff Use Only)
Permit Center
11703 East Sprague Avenue,Suite B-3 PERMIT NUMBER:
Spol�ane Spokane
(50 ) Gley,W03 99206
Tel: (509) 688 0036 PERMIT FEE:
Fax: (509)688-0037
Valley oermitcenter@sookanevallev.orci '
Project # � 14--"?f '5
RECEIVED
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION _At
NEW CONSTRUCTION ,,-, : r= p1 Jli #
11 ADDITION/REMODEL ACCE •R : DIN
El DECK M OTHER
CSV PERMIT CENTER
SITE ADDRESS:
F�,/_
ASSESSORS PARCEL NO.: LEGAL DESCRI P4 1
BUILDINNGG OWNER NAME:
NAME: .77,Ql�l(k7 ptkllme
ADDRESS: 1 1/<2 (hi I/f�,LQ'r1�/ STATE: (A/4 ZIP: 910/6
PHONE:
CITY: 6 60AC.r%ej (/
PHONE: 7-. 9,,2 y-009 c FAX: CELL:
CONTACT NAME:
PHONE: FAX: CELL: •
CONTRACTOR NAME: C�'f'il v Cr-,ie,e-f-e • '
MAILING ADDRESS: .
CITY: STATE: ZIP:•,
PHONE: FAX: CELL:
CONTRACTOR LICENSE No.: EXPIRES: CITY BUSINESS LICENSE NO.:'
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N A IF NOT APPLICABLE
Height to Peak: ), 3r Dimensions: (y , No. of Stories: Total Habitable
X3 Space:
Main Floor SQ FT: Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ
FT: FT:
Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on
FT: Area: Property:
No. of Bedrooms: Afli. Construction Type: Heat Source: /1J`.. Sewer or Septic: //// .
TOTAL COST OF PROJECT: $
DISCLAIMER
The permitted verifies,acknowledges and agrees by their signature that: 1)if this permit is for construction 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) The 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.
Signature y/, Date: /L7-/U'-/ /
l
•
Updated 1-11-11 Page 1 of 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit_-_Residential_11-11-11.doc
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
o SITE PLAN
o Property lines and dimensions o Setbacks to property lines
o Direction arrow pointing North and orientation to streets o Distance between buildings
o Proposed/existing buildings (footprint and dimensions) o Right of way/easement location &sizes
o Utilities, septic tank/drain field locations and distances o Driveway approach size and location
BUILDING PLANS(3 SETS) (minimum 1/8 inch scale or completely dimensioned)
❑ Elevations(Front/Rear/Sides)with roof peak and wall height including basement:
❑ Foundation Plan (crawlspace, basement or slab on grade):
o Footing sizes and locations o Supporting wood cripple walls or beams
o Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting
o Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished)with dimensions:
o Floor Joist direction, size and spacing o Window and door location and sizes
o Header, beam or concrete lintel sizes o Window well locations if applicable
o Brace wall panel locations o Room usage labels
o Water heater and furnace locations o Smoke detector locations
o Exhaust fan locations ❑Attic and crawl space access locations
o Deck or concrete patio sizes and locations o Fire Wall construction
❑ Roof Plan:
o Engineered truss direction and spacing o Ridge, eave and valley lines
o Rafter and over frame direction, size and spacing o Beam and girder size and location
❑ Wall Section Detail including:
Roof
o Slope/roofing material/underlayment/ice dam protection o Truss or rafter size, spacing &connection
o Sheathing size and type o Attic insulation/air space baffle/ventilation
Ceiling
o Joist size and spacing o Size of ceiling gypsum wall board
Wall
o Height/top plate/stud size and spacing/sole plate o Siding/exterior house wrap/anchor bolts
o Exterior sheathing size and type ❑ Insulation, vapor barrier, gypsum wall board
Floor
o Joist size and spacing o Sheathing or concrete floor size/insulation
Foundation Wall
❑ Concrete or Masonry unit width o Footing bottom to finished ground level depth
❑ Earth to wood separation distance o Horizontal&vertical reinforcement if any
Footing
o Size o Reinforcement if any
Radon
❑ Passive system with 6mil vapor barrier o Active system with 6 mil vapor barrier
Miscellaneous Construction Details
❑ Deck:
o Floor plan/side view/dimensions ❑ Footings/post/and beam size and locations
o Floor Joist/decking direction, size and spacing
0 Stairway tread rise & run and nosing 0 Handrail/Guard height&spacing
Projectl'� ' 7 Residential Driveway
Sjiô1neTtale RECEIVED ! PAVING WAIVER
losoWValleyx CCT 102014
Com un ty Development— Planning Division
11703 Sprague Ave Suite B-3 • Spokane Valley WA 99206
CSV PERMIT CEN 0.5026 Fax: 509.688.0037•planning®sookanevalleV.org
U 1 1 NLV.
Spokane Valley Municipal Ccen-18.48.020.8,"Au-residentia"1"ieway and off-street parking areas shall be paved with
asphalt,Portland cement,grasscrete,paver blocks or other equivalent hard surface material". A paving waiver can only be granted if
the structure you are proposing is not going to require a driveway for daily use.
PART I — OWNER INFORMATION
OWNER NAME: gef,,i y /40,44 PARCEL#:
ADDRESS: t l 3),), Vet 11e7,,
asci.y'
CITY: STATE: w:4 ZIP: /d/6
C�''P�G1CICd'�S
PHONE: 57. . q,2 y-�,rf7 Ax' CELL: `)O -chi 7 f 7cfl6 EMAIL: r'I .y4.4 e � � ' Sf-.�t/P�
PART II —DETAILS OF PAVING WAIVER
1. Do you have an existing garage for parking daily use vehicles? ❑ YES aNO
2. Is the proposed detached structure used for storage only? i&YES 0 NO
3. Do you plan on using the detached structure to park vehicles?c YES ❑ NO If yes, then
what type of vehicles? /96?' P&' e
4. Do you plan to conduct a business from proposed detached structure? ❑ YES NO If so, what
is the nature of your business?
PART III —AUTHORIZATION
(,(PRINT NAME) 7✓id y /L 'i e owner, hereby confirm that the information provided on this
form is true and correct. I acknowledge that any change in the foregoing conditions, could require
the City to impose paving requirements. I further agree to report any change in these conditions to
the Spokane Vail y Community Development Department, Planning Division, within 30 days.
/(2-/O /y
Owner Signature Date
PART IV— DECISION
STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER
�O 2N BEHALF OF\THE COMMUNITY DEVELOPMENT
R13
DIRECTOR AND FIND THE REQUEST IS GRANTED AT t ' v , a
.p,q `�.O( — 94? J
SAID ADDRESS FOR PERMIT#: '[/tiC� U
e\\Atcti
Planning Division Staff Signature Date
Page 1 of 1
Created 6/27/11
'City OfProject # 1 ')-o(tt'�' l"
SPOKANE VALLEY BUILDING DEPARTMENT • RECEIVED
11707 E.Sprague Avenue#106,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037 ,
OCT 09 2014
Following is a typical cross-section for a residential garage. It may not represent the proposed project. VSYTTPIViillitt9ENTER
as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet,along with any additional information needs to be submitted with your apll atm be oA site at thaEw/. # j
of inspection.
PROTECTION AND OPENINGS BETWEEN NOTE:
DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on
each corner and every 25 feet of wall.
1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour .
'5/8"TYPE''X"GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8"type"X"gypsum sheathing
*1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) on both sides of wall). Openings are not
2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over
SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft.require protection when
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", closer than 20 feet to the property line.
OR 20 MINUTE FIRE RATED DOORS. Parapets may be required.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM GINEERED TRUSS R
400 SQ.FT.TO 3000 SQ.FT. AFTER SIZE AND SP ING
x @ O.C.
SECTION A-A Me l ROOFING MATERIAL /J'
,. _.ROOFING PAPER
i
I,;
0
01ROOF .,..._0111,
110'14
SHEATHING �' i
I, DOUBLE TOP PLATE
a=te,: _• ' • ,' % ''=colli=nll SOLID BLOCKING j WALL HEIGHT
--.p llII�I�M�'1. •'JIII IIIII BETWEEN.TRUSSES
•III lsll@ :�IIIIII®
�• •� 24"MIN.
"� j I f It.O WALL SHEATHING
(2)#4 REBAR / !/
I-12--1 2x lo @1lP O.C.
�i � 12/4 4. SIDING
PRESSURE TREATED
/ 11
SOLE PLATE
" 3-1/2"CO 'ETE SLAB
_= �-.•, . ••e •i. 6"MIN. 6'MIN•.
'1-11 — -",� •.
--�I'i ..4.i'... 111!Il lllll 1 111111 lili�p,,,;__=-=t=•
=111II=11�Ih • MI =1111 I�':'• ANCHOR BOLTS
IIEh ,;d• • : III= 24"MIN. 24"MIN. 6'M ,_' 'V •'MIN.
I .'•..f. • .. (7"I 5 CONCRETE)
\ ' ' • 6'O.C.0' • 'PROVED
I-12=-1 (2)#4 REBAR 6"x12" ANCHOR INSTALLED
FOOTING PER MANUFACTURER.
I
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS:
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
4;74./.
WIDTH
FilOGE
! I
A 1 A
W � I I 1
J
I I I
F I ! l
I I !
I I I
I I I
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy.This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starting point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
WALL CONSTRUCTION
•
•
' EXTENT OF HEADER
5 ♦ DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) -
EXTENT OF HEADER
1 SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) -
r I:
Mil1.1. �:
j, MIN.."x1125"NET HEADER C�.
I
I;.
.
6'TO 18' a ••
,. •I TYPICAL PORTAL %I ••
I FASTEN TOP PLATE TO HEADER WITH TWO FRAME�'� ••
I;I ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. 1000 4P�L! CONSTRUCTION ('
r. j.
• .�1000 LB STRAP OPPOSITE SHEATHING I
FORA PANEL SPLICE
• FASTEN SHEATHING TO HEADER WITH 8D COMMON OR• (IF NEEDED),PANEL ••
EDGES SHALL BE I•
MAX. •• GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND BLOCKED,AND OCCUR ., ••
HEIGHT ,I, 3"O.C.INALL FRAMING(STUDS,BLOCKING,AND SILLS)TYP. WITHIN 24'OF MID- ••
10' ,I,
•• ,I, HEIGHT.ONE ROW OF •1•
••
I. MIN.WIDTH=16"FOR ONE STORY STRUCTURE FRAMING NAILING IS ••
; ;
TYP.SHEATHING-TO- ••
MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO REQUIRED. •• •
:. STORY STRUCTURES IF 2x4 BLOCKING IS •
• USED,THE 2x4'S MUST •• ••
•• IBE NAILED TOGETHER
1 ��MIN.2x4 FRAMING MIN WITH 316D SINKERS ..
. DOUBLE
t 3/8"MIN.THICKNESS WOOD 2x4 POST '• '•
• STRUCTURAL PANEL SHEATHING — .• ••
MIN 4200 LB TIE-DOWN DEVICE(EMBEDDED INTO
—CONCRETEAND NAILED INTO FRAMING) l_MIN 1000 LB •• , •
, TIE DOWN ••—•';—.I.
.G �� •
( 1 , SEE SECTION 8602.10.3.3 I'; 'DEVICE .• •1 I '—
•• — -' -
�� -
For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound f — . ':N.
FIGURE 8602.10.3.3
METHOD PFH:PORTAL FRAME WITH HOLD-DOWNS /I
EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) I.-
,
' TOP PLATE CONTINUITY IS SIDE
•
REQUIRED PER SECTION R60232 ELEVATION
EXTENT OF HEADER(ONE BRACED WALL SEGMENT)--12.-
•
MIN.3"x11.25"NET HEADER II
• HEADER SHALL OCCUR AT TOP OF WALL
• 2'T018'(FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3'GRID PATTERN AS SHOWN AND 3'O.C.IN •
FRAMING AS SHOWN(STUDS AND SILLS)TYP. BRACED '
WALL — • 160 SINKER
SEGMENT NAILS IN 2 ROWS
• MINIMUM 1000 LB HEADER-T O-JACK STUD STRAP ON_..........c, PER -Q 3'0.0.
MAX, • BOTH SIDES OF OPENING PERTABLE R502.10.4.1.1 R502.10.4 .
` •
•
•
HEIGHT • • (INSTALL ON BACKSIDEAS SHOWN ON SIDE ELEVATION) II Cj •• ,
10' !I
I
' HEADER SHALL BE FASTENED TO THE KING STUD WIT 1000 LB-STUD -
• 6-16DSINKER NAILS ON BOTH SIDES STRAP
NO• .OF OF OPENING
FOR APANEL SPLICE QFNEEDED),PANEL EDGES SHALL BE JPERTABLEACK S
• BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT.ONE iR502.5(1&2)
RR ROW OF TYP.SHEATHING-TO-FRAMING IS REQUIRED IN EACH
PANEL
WOOD STRUCTURAL PANEL STRENGTH AXIS
MIN.(2)2x4 TYP. •
• 716.MIN.
THICKNESS WOOD
— • 3 h :, • STRUCTURAL PANEL
I' •I' ' MIN.LENGTH BASED ON 4:1 HEIGHT-TO-LENGTH RATIO: I • ' I• SHEATHING
I I FOR EXAMPLES MIN.FOR 8'HEIGHT I __ I__
I MIN.2.5"x3/15"PLATE WASHER
ANCHOR BOLT PER 8403.1.8 TYP •
For SI: 1 inch=25.4 mm,1 foot=304.8 min,1 pound force=4.448 N.
FIGURE R602.10.3.4
_ METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A,B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODED
NI".....„../-----------................,...._, _
Nlir t ',______
.-""c Lx9/
i . Tir ,
g ; 2Z/ J
<4- --> ,K -"V lovil itc, : ,
,,,' 311-1I°U` ✓
ICU -'Yl -- ..1 0 06, , L x 9l
r2,1V)2}IP IA/ na
S'a cc .1— 6-0Q-29
` ) e 7 (Q
�
I
i` �-1-1,o9-1-1,o9 r)-t-5 1 9� x ,h
it I
ll4o • • f q'b i
oe4
\Ao
•
0
/„V
11001016
-41
�'1
•
•
•••
•
•
C 3VOR ANC 01114liki
ssY
REVIEWED FOR ODE COMPLIANCE
• • BU * NG ► VI _.•
:317k0 Air
io
FILE