2014, 06-23 Permit App: BLD-2014-1473 ShopSpbkan�~
,,,;0o*Va11ey.
Community Development Department
Permit Center '
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 688-0036
Fax: (509) 688-0037
oermitcenterCd)sookanevallev.org
F
Use Only)
R:
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
E3 NEW CONSTRUCTION [] ADDITION/ REMODEL [] %CCESSORY BUILDING
El DECK q[E]] OTHER
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SITE ADDRESS: I ��(� �t[- n— ZQ f I
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION:
BUILDING OWNER NAME:
Ji `- IJ� ��C�1L C� I/� ���
4 L
NAME:
ADDRESS: LZEd57 0 ,
CITY: STATE: ZIP:
PHONE: 7 FAX: CELL:
CONTACT NAME:
PHONE:
FAX:
MAILING ADDRESS: 13 Z C 5 V /-I 11CC /o -,L C--(—
CELL:
CITY: , ) �-- C✓( STATE: ZIP:
PHONE: �inC/- r>r% - �� Z FAX: CELL:
CONTRACTOR LICENSE No.: I zz- z71 EXPIRES:y '�j- Z Q/S CITY BUSINESS LICENSE NO.':/ %ZO- l 8cl
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
I& ? . ! CA Z`� x `{�7 .7 L[ c7r=� � iL��n�r -f k6d'
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:; f
Dimensions:
No. of Stories:
Total Habitable
17'5Z�
. _ v
(
Space:
Main Floor SQ FT:
Upper Floor SQ FT:
Unfinished Basement SQ
Finished Basement SQ
FT: a
FT: C?
Garage SQ FT:
Deck/Covered Patio SQ
Impervious Surface
30% Slopes on
FT: 0
Area:
Property:
No. of edrooms:
Construction Type:
Heat Source:
I Sewer or Septic:
TOTAL COST OF PROJECT: $ 13 U73,50 �- �
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 apprgval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
information may be requi�p4to be submitted aJ d subsequently approved before this application can be processed.
Signature '�� �� Date: 6- z -7—(/ 4Y
Updated 1-11-11 Page 1 of 1
http://www.spoka 111 l-11-11.doc
RESIDENTIAL CHECK LIST DIRECTIONS:
Place a check mark in box next to each document required for complete submittal.
❑ SITE PLAN
❑ Property lines and dimensions ❑ Setbacks to property lines
❑ Direction arrow pointing North and orientation to streets ❑ Distance between buildings
❑ Proposed/existing buildings (footprint and dimensions) ❑ Right of way/easement location & sizes
❑ Utilities, septic tank/drain field locations and distances ❑ 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):
❑ Footing sizes and locations ❑ Supporting wood cripple walls or beams
❑ Perimeter concrete foundation wall sizes ❑ Thickened concrete pads supporting
❑ Crawlspace ventilation beams or girder trusses
❑ Floor Plan of each level (finished or unfinished) with dimensions:
❑ Floor Joist direction, size and spacing ❑ Window and door location and sizes
❑ Header, beam or concrete lintel sizes ❑ Window well locations if applicable
❑ Brace wall panel locations ❑ Room usage labels
❑ Water heater and furnace locations ❑ Smoke detector locations
❑ Exhaust fan locations ❑ Attic and crawl space access locations
❑ Deck or concrete patio sizes and locations ❑ Fire Wall construction
❑ Roof Plan:
❑ Engineered truss direction and spacing
❑ Rafter and over frame direction, size and spacing
❑ Wall Section Detail including:
Roof
❑ Slope/ roofing material/ underlayment/ ice dam protection
❑ Sheathing size and type
Ceiling
❑ Joist size and spacing
Wall
❑ Height/ top plate/ stud size and spacing/ sole plate
❑ Exterior sheathing size and type
Floor
❑ Joist size and spacing
Foundation Wall
❑ Concrete or Masonry unit width
❑ Earth to wood separation distance
Footing
❑ Size
Radon
❑ Passive system with Emil vapor barrier
Miscellaneous Construction Details
❑ Deck:
❑ Floor plan/ side view/ dimensions
❑ Floor Joist/ decking direction, size and spacing
❑ Stairway tread rise & run and nosing
❑ Ridge, eave and valley lines
❑ Beam and girder size and location
❑ Truss or rafter size, spacing & connection
❑ Attic insulation/ air space baffle/ ventilation
❑ Size of ceiling gypsum wall board
❑ Siding/ exterior house wrap/ anchor bolts
❑ Insulation, vapor barrier, gypsum wall board
❑ Sheathing or concrete floor size/ insulation
❑ Footing bottom to finished ground level depth
❑ Horizontal & vertical reinforcement if any
❑ Reinforcement if any
❑ Active system with 6 mil vapor barrier
❑ Footings/ post/ and beam size and locations
❑ Handrail / Guard height & spacing
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UTILITY EAMMENT
100 21 �a 100.00
21 st C OUR T
27500 S 89059 47 W
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73.75
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Burton F. Reiner, P.ERffVffi-WED FOR CODE COMPLIANCE
4832 Black Forest Lane POKANE VALLEY B ILDING ISION
Everett, WA 98203
4z��
October, 15 2013
i
June 25, 2014
City of Spokane Valley Building Department
RE: Recommend Approval for Garage Construction
Project #_:M,
JUN 272014
CSV PERMIT CENTER
SUB #��� REV.#I�
Project Address: 14817 E. 21st Ave, Spokane Valley, WA 99216
FILE
I have examined the construction of the proposed garage at this address. It will be constructed
with 12 ft -4 in walls, rather than the 12 ft ht allowed.
I find the construction to be per code and Spokane Valley requirements if the following
recommendations are satisfied.
I recommend that the garage ht. be accepted and allowed with these additions to the proposed
plan:
1) The mud sill anchor bolts cast into the foundation must be 1/2 in.
anchor bolts (per City standard) at 4 ft o.c.
2) Install Simpson HDD hold downs - cast into the concrete at each corner
of the foundation.
3) Use Simpson TBE truss -connector clips to install the roof trusses to the
double -plate (2-2x6s) wall top framing.
4) The 7/16in. roof sheathing must also be shear -diaphragm nailed - 6 in.
along the edges and 12 in. in the field.
5) The plywood exterior wall sheathing can also be shear nailed 6 in. - 12 in.
6). Add a HDD J -bolt anchor at each side of door framing at the large roll -up
door
Burton F. Reiner, P.E., L.S.
WA Lic. 10424
00
N
WALL CONSTRUCTION
• EXTENT OF HEADER
a DOUBLE PORTAL FRAME (TWO BRACED WALL PANELS)
EXTENT OF HEADER
e SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) -0
• _T MIN. 3"x 11.25"NET HEADER
a, TO 18'
FASTEN TOP PLATE TO HEADER WITH TWO TYPICAL PORTAL
lil! ROWS OF 16D SINKER NAI LS AT 3"O.C. TYP. q1'0'0'0'1 FRAME
STRAP CONSTRUCTION
:I 1000 LB STRAP OPPOSITE SHEATHING
FORA PANEL SPLICE
(IF NEEDED), PANEL
FASTEN ZEDSHEATHINGBOAIL HEADER WITHTE COMMON W EDGES SHALL BE
MAX. •I• GALVANIZED BOX NAILS IN 3"GRID PATTERNAS SHOWN AND BLOCKED, AND OCCUR
HEIGHT •• :I. 3"O.C.INALIFRAMING(STUDS,BLOCKING,ANDSILLS)TYR WITHIN24'OFMID-
10 HEIGHT. ONE ROW OF
TYP. SHEATHING-TO-
I.I. MIN.WIDTH =16"FOR ONE STORY STRUCTURE FRAMING NAILING IS
MIN. WIDTH = 24" FOR USE IN THE FIRST OF TWO REQUIRED.
STORY STRUCTURES IF 2x4 BLOCKING IS
USED, THE 2x4'S MUST
MIN. 2x4 FRAMING BE NAILED TOGETHER
.I.MIN. WITH 31BD SINKERS
3/8"MIN. THICKNESS WOOD DOUBLE
STRUCTURAL PANEL SHEATHING 2r4 POST
.I.
MIN. 4200 LB TIE -DOWN DEVICE (EMBEDDED INTO
CONCRETEAND NAILED INTO FRAMING) MIN. 1000 LB
TIE DOWN
_ SEE SECTION R602.10.3.3 DEVICE
For SI: 1 inch = 25.4 mm, I foot= 304.8 mm, 1 pound f — N.
FIGURE 8602.10.3.3
METHOD PFH: PORTAL FRAME WITH BOLD -DOWNS
MIN. 2.5"x'/id'PLATE WASHER
iOR BOLT PER R403.1.6 TYP. —
For SI: 1 inch= 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE 8602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE°
EXTENTOF HEADER (TWO BRACED WALL SEGMENTS)
1:�:_
TOP PLATE CONTINUITY IS SIDE
EXTENT OF HEADER (ONE BRACED WALL SEGMENT) a
I REQUIRED PER SECTION 86023.2 ELEVATION
I I
•
MIN. 3"X 11.25"NET HEADER
•
HEADER SHALL OCCUR AT TOP OF WALL
. .
2' TO 18' (FINISHED WIDTH)
FASTEN SHEATHING TO HEADER WITH 8D COMMON
NAILS IN 3' GRID PATTERNAS SHOWNAND 3' O.C. IN
FRAMING AS SHOWN (STUDS AND SILLS) TYP.
BRACED
MINIMUM 1000 LB HEADER -TO -JACK STUD STRAP ON
WALL 16D SINKER
�SEGMENT NAILS IN 2 ROWS
PER 3' O.C.
MAX.BOTH
SIDES OF OPENING PERTABLE R60210.4.1.1
R602.10A
HEIGHTN\—HEADER
(INSTALL ON 13ACKSIDEAS SHOWN ON SIDE ELEVATION)
10'
SHALL BE FASTENED TO THE KING STUD WIT
1000 LB HEADER -
I
6 -16D SINKER NAILS
TO -JACK -STUD STRAP
ON BOTH SIDES
NO.OF
OF OPENING
JACK STUDS
FORA PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL BE
�: PER TABLE
BLOCKED AND OCCUR WITHIN 24"OF MID HEIGHT. ONE
R502.5(1S2)
ROW OF TYP. SHEATHING -TO -FRAMING IS REQUIRED IN EACH
PANEL
WOOD STRUCTURAL PANEL STRENGTH AXIS
MIN. (2) 2x4 TYP.
Ile MIN.
THICKNESS WOOD
•
•
.I • •
MIN. LENGTH BASED ON 4:1 HEIGHT -TO -LENGTH RATIO:
• STRUCTURALPANEL
•I • SHEATHING
I
_. FOR EXAMPLE 24" MIN. FOR 8' HEIGHT
1 - i
MIN. 2.5"x'/id'PLATE WASHER
iOR BOLT PER R403.1.6 TYP. —
For SI: 1 inch= 25.4 mm, 1 foot = 304.8 mm, 1 pound force = 4.448 N.
FIGURE 8602.10.3.4
METHOD PFG PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
172 2009 INTERNATIONAL RESIDENTIAL CODE°
IS
Z x 1 I Z `C C.,
lZ �c�c� -- / ✓ v
� aj
N
N � �
Ell
N
o �
2 2-91
-Z 2elo
7414 14-0.0
f.7_2
4x6 =
D
20-7-2
am = 3x6 = 3ZS _ 3x6 = 5x6 -
0-"
9-74 9-7-4 8-9-818412 28-0-0
28-0-0
Plate OMsefs 3.EdDa1 117:0-3-3,Edgej -
- 2-0-0 CSI. DEFL in
TCLL 40.0
LOADING (psf) SPACING(krc) Udell L/d �— PLATES GRIP
(Roof Snow --40.0) Plates Increase 1.15 TC 0.84 Vert(LL) -0.26 B -J 1999 240 MT20 220/195
TCDL 7.0 Lumber Increase 1.15 BC 0.84 Vert(TL) -0.57 B -J 1577 180
BCLL 0.0 ' Rep Stress Ina NO WB 0.54 Hmao 0.14 F n/a n/a
BCDL 10.0 Code IRC20121 P12007 (Matrix) Weight: 106 Ib FT = 20%
LUMBER- - BRAgNG-
TOP CHORD 2x4 OF 2400F 2.0E TOP CHORD Sttudraal wood sheathing directly applied or 3-1-4 oc puriins.
BOT CHORD 2x4 OF 1800F 1.6E BOT CHORD Rigid ceiling directly applied or 10-0-0 oc tracing.
WEBS 2x4 DF Stud(Std IATek recommends that Stabilizers and required! cross bracing be installed
Lduri gtruss erection, in accordance with Stabilizer Installation guide; - _ __
REACTIONS. (Ib/size) 6=1678A15-8 (min. 0-1-13), F=1678M-5-8 (min. 0-1-13)
Max Horz 13=39(1_C 8)
Max UpliR6=30(1_C 10), F=30(LC 10)
Max GravB=1714(LC 15).F=1714(LC 16)
FORCES. (lb) -Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown.
TOP CHORD B -K=390926, C -K=3729/43, C-13=3298/18, D -E=3298118, E -L=3729/43, F -L=3909/26
BOT CHORD B -J=0/3630, I -J=0/2317, W=0/2317, F -H=0/3630
WEBS C -J=963/104, D -J=0/1233, D -H=011233, E -H=963/104
NOTES -
1) Wind: ASCE 7-10; Vult=110mph (3 -second gust) V(IRC2012)=87mph; TCDL=4.2psf, BCDL=6.Opsf, h=25ft, B=45ft, L=28ft; eave=4ft; Cat. I, Exp B: enclosed: MWFRS (directional): cantilever left and right
exposed: end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1.33
2) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow); Category I; Exp B; Fumy Exp.; Ct=1.1
3) Unbalanced snow bads have been considered for this design.
4) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof bad of 40.0 psf on overhangs non -concurrent with other live bads.
5) This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads.
6)' This truss has been designed for a live bad of 20.0psf on the bottom chord in all areas where a rectangle 3Fi0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 th uplift at joint(s) B, F.
8) This truss is designed in accordance with the 2012 Intemational Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9) "Semi-rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Tnras ITR&Type -.... QtY----JPIY
_. �VIGUE/21ST
Al FINK I19 1
Job Reference (optional)
roe Crrdr— tAld QW17 7 fiJn a 11w 1 NMd MTa4 IrvS �e
14-"
40 =
H
3x5 — Z Y X W V U T S R Q P 3x5
5x5 =
Plate Offsets (X,Y}- [V:0-2-8,0-3-0)
�—
LOADING (psf)
SPACING-
2-0-0
CSI.
DEFL
in (loc)
I/deft
L/d
TCLL 40.0
Plates Increase
1.15
TC 0.22
Vert(LL)
0.00 N
n/r
120
(Roof Snow --40.0)
Lumber Increase
1.15
BC 0.11
Vert(TL)
0.01 0
n/r
120
TCDL 7.0
Rep Stress Incr
NO
WB 0.10
Horz(TL)
0.00 N
n/a
n/a
BCLL 0.0 '
Code IRC20121TPI2007
(Matrix)
BCDL 10.0
LUMBER-
BRACING -
PL AT1ES GRIP
KM 2201195
Weight 120 b FT = 20%
TOP CHORD 2x4 DF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins.
BOT CHORD 2x4 DF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing.
OTHERS 2x4 DF Stud/Std MtTek recornmends that Stabilizers and required cross bracing be installed
during truss erection, in accordance with Stabilizer Installation guide.
REACTIONS. All bearings 28-0-0.
(lb) - Max Horz 131=39(LC 8)
Max Uplift All uplift 100 Ib or less at joint(s) B, N, V. W, X, Y, Z, T, S, R, Q, P
Max Grav All reactions 250 Ib or less at joint(s) U, Y. Q except B=289(LC 15), N=289(LC 16), V=342(LC 15), W=308(LC 15), X=348(LC
15), Z=444(LC 1), T=342(LC 16), 5=308(LC 16), R=348(LC 16), P=444(LC 1)
FORCES. (ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown.
WEBS G -V=-301/29, F -W=270/29, E -X=300/30, C -Z=-341/46, I -T=-301/29, J -S=270/29, K -R=-300/30, M -P=341/46
NOTES -
1) Wind: ASCE 7-10, Vult=110mph (3 -second gust) V(IRC2012)=87mph, TCDL=4.2psf, BCDL=6.Opsf, h=25ft, B=45ft, L=28fl; eave=2ft, Cat. I; Exp B. enclosed, MWF RS (directional), cantilever left and right
exposed , end vertical left and right exposed, Lumber DOL=1.33 plate grip DOL=1.33
2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as
per ANSI/TPI 1.
3) TCLL: ASCE 7-10; Pf--40.0 psf (flat roof snow), Category 1. Exp B. Fully Exp.; Ct=1.1
4) Unbalanced snow loads have been considered for this design.
5) This truss has been designed for greater of min roof live load of 16.0 psf or 2.00 times flat roof load of 40.0 psf on overhangs non -concurrent with other live
bads.
6) Al plates are 1.5x4 MT20 unless otherwise indicated.
7) Gable requires continuous bottom chord bearing.
6) Gable studs spaced at 2-0-0 oc.
9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads.
10)' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom
chord and any other members.
11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 8, N, V, W, X, Y, Z, T. S. R, Q. P.
12) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
13) "Semi-rigid pitchbreaks with foxed heels" Member end fixity model was used in the analysis and design of this truss.
LOAD CASE(S) Standard
Job
K285414
ni_n tTnme q—k.— WA
/21
0002
n 7'i 1n-IA-rA ?n1 A Panc 1
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #106, Spokane Valley, Washington 99206 -Tel 509-688-0036 -Fax 509-688-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you are using this detail
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 apllication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
* 518" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE)
* 112" GYP BOARD (RESIDENCEIATTIC, FLOORICEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1318-,
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
MIN.
(2)#4 REBAR - •'• '
.
d • ' . j.. •:
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (518" type ">(" gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property line.
Parapets may be required.
ENGINEERED TRUSS OR
RAFTER SIZE AND SPACING
x aQ O.C.
ROOFING MATERIAL
__ ROOFING PAPER
..ROOF
SHEATHING
SOLID BLOCKING
BETWEEN.TRUSSES
WALL SHEATHING
SIDING
DOUBLE TOP PLATE
WALL HEIGHT
2x raT1 1(
O.C.
• ; .11 6" MIN. 6" MIN.
:t
�a 24"MIN. 24" MIN. "
6 MIN.
i •'
#4 REBAR 6"x12"
FOOTING
PRESSURE TREATED
SOLE PLATE
3-112" CONCRETE SLAB
ANCHOR BOLTS
112"x9" MIN.
(7" INTO CONCRETE)
6'0. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER.
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.
WIDTH
r....--.�k 1
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.
A