2005, 11-23 Permit App: 05004348 Garage •
Project Number: 05004348 Inv: 1 'Application Date: 11/23/2005 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
Permit Use: 20 X 36 DETACHED GARAGE Contact: DAVE BOWERS
Address: 15221 E 6TH
C-S-Z: SPOKANE VALLEY,WA 99037
Setbacks:Front Left: Right: 5 Rear: 5 Phone: (509)927-4671
Group Name:
Site Information: Project Name:
Plat Key: Name: SP-0999-94 District: F
Parcel Number: 45263.2108 Block: Lot: B
SiteAddress: 14530 E 24TH AVE Owner:Name: YOUNG,DONALD&JANICE
Address: 14530 E 24TH AV
Location::CSV SPOKANE VALLEY,WA 99037-883
Zoning: UR-3.5 Urban Residential 3.5
Water District: 010 VERA Hold: ❑
Area: 17,764 Sq Ft Width: 112 Depth: 158 Right Of Way(ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: nitsommagmegammigew
Review
Site Plan Review
12,ejeaSod
Originally Released: 11/16/2005 By: KKENDAL
Plan Review ) � yr
Originally Released: 11/18/2005 By: cj j anssen
Landuse/Zoning Rete By
Originally Released: 11/16/2005 By: KKENDAL
Permits: ,. : .3r .rw.
Operator: CJJ Printed By: CJJ Print Date: 11/23/2005
Project Number: 05004348 Inv: 1 Application Date: 11/16/2005 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 39. 3 Contact: DAVE BOWERS
SF4 cJ /gTTq c..Ye--� G 4.#1.04G-d-- Address: 15221 E 6TH
C-S-Z: SPOKANE VALLEY,WA 99037
Setbacks:Front Left: Right: Rear: Phone: (509)927-4671
Group Name:
Site Information• Project Name:
Plat Key: Name: SP-0999-94 District: F
Parcel Number: 45263.2108 Block: Lot: B
SiteAddress: 14530 E 24TH AVE Owner:Name: YOUNG,DONALD&JANICE
Address: 14530 E 24TH AV
Location::CSV SPOKANE VALLEY,WA 99037-883
Zoning: UR-3.5 Urban Residential 3.5
Water District: 010 VERA Hold: ❑
Area: 17,764 Sq Ft Width: 112 Depth: 158 Right Of Way(ft): 60
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Site Plan Review Released By:
Plan Review Released By:
Landuse/Zoning Released By:
Originally Released:* 11/A6/2005 By: KKENDAL
Q
. l I
Permits: - '.,.. ‘61/1'S � 1 ! l Gll --
Building Permit
Contractor: DAVE BOWERS Firm: BOWERS CONSTRUCTION
Address: 15221 E 6TH Phone: (509)927-4671
SPOKANE VALLEY,WA 99037
Operator: CJJ Printed By: CJJ Print Date: 11/16/2005
�+c iokane 11707 Center
�7� 11707 E Sprague Ave, Suite 106 PERMIT NUMBER: �,�8
C
......*Valley Spokane Valley,WA 99206 pERMIT FEE:
(509)688-0036 FAX:(509)68 -nDit i- �, (--,
Community Development www'.spokanevalley.org.com '� " (1", �1 t��� s," + r---
Residential Construction ■I New Constructio , o Accessory Bldg
Permit Application N Mdgi>to> r1 4 k--r ❑ Deck
o Other:
SITE ADDRESS /yam Jo j-. 2 vf/
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building owner Contractor
Name: Do it.- 1t pe,,, Ye k. j Name: Ov—e /5 o ti,t"Li'
Address: / /f 3n ,'i 2 y// Address: /SZ 2 / A e,' �,(,. c
City: f'Gr#vt',-ft' Zip: " 632 City: k/Prx•o/6 /e Zip: %&J 7
Phone: Fax: Phone: 7,2 2- c/4 7/Fax:
Lic No: /'v�.ee•c 0'6,-EVTExp.Date:
Contact Person
City Business Lic No:
Name: 9/v e 06u<rii
Phone: 5'2 7 —Ye'7/
Describe the scope of work in detail: Cost of Project: $ 30 OV C7
, /Ze, //2-/ X 4, . ,.t.^:
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
1`7 ` 2c- 3 E / 3.2 o
MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
3 Z C)
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: 3 Z ) (0 PROPERTY: Ar-c.,
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
/L6'�c1 /7t'c,,c." ser c.ii'r
DISCLAIMER
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 c n be processed.
Signature Date .�% /s G S!
g is /
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
❑ Cash 0 Check 0 Mastercard ®' VISA 0 Other
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 8/25/2005
Permit Center
Spokane 11707 E Sprague Ave, Suite 106
j 1le Spokane Valley,WA 9920(509)Y (509)688-0036 FAX:(509)688-0037
www.spokanevallev.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.
❑ 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.
❑ 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
❑ Insulation information
Permit Center
rm n
Okane
11707 E Sprague Ave,Suite 106
Valley Spokane Valley,WA 99206 PERMIT NUMBER:
(509)688-0036 FAX:(509)688-0037 '
Community Development www.spokanevallev.ore.com PERMIT FEE:
Plumbing Permit Application ❑/Commerciale Residential
SITE ADDRESS: /d/5-3 C/ Z' -2 /y/4i
Building owner
Name: Al,id F TX,i yLC fil N Phone: Fax:
Address: /'f 5-36 /d 2 4- City: z/ / State:4,At Zip: 9 J 6_?2
Contractor
Name: l!yr ,g p 4,,t Phone: 2/ Fax:
Address: 1522/ 64' /if,,.c City:f(,j-,c,e,/c+ State:l,,,¢ Zip: — 6j 7
License No: City Business License No:
Contact U cv /`e At 64 6. .A/T
Name: /9f v r /, DLL e r— Phone: 92 7—,V
DESCRIPTION OF WORK #OF UNITS X COST = TOTAL AMOUNT
1 TOILETS WATER CLOSET,BIDETS / X $6.00 =
2 URINALS X $6.00 =
3 TUBS X $6.00 =
4 SHOWERS(PER TRAP) BATH,STALL,ON-SITE BUILT I X $6.00 =
LAYS/BASINS,BAR,FLOOR,KITCHEN,
5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO, X $6.00
X-RAY,FOOD,PREP/CULINARY MEAT
6 DISHWASHER X $6.00
7 CLOTHES WASHER X $6.00 =
8 GARBAGE DISPOSAL X $6.00 =
9 WATER SOFTENER X $6.00 =
10 ELECTRIC HOT WATER TANK NOTE: IF GAS,SEE MECHANICAL I X $6.00 =
11 FLOOR DRAINS AREA,CASE,COIL,TRENCH,CONDENSATE X $6.00 =
ROOF DRAINS/OVERFLOW
12 DRAINS X $6.00 =
13 FOUNTAINS,DRINKING X $6.00 =
WATER PIPING/DRAIN-IN WASTE, NSTALLATION,ALTERATION,REPAIR,
14 VENT,PLUMBING,REVERSAL REVERSALS X $6.00 =
15 SEWAGE EJECTOR GRINDER,SUMP PUMP / X $6.00 _
ICE AN/OR COFFEE MAKER,HOSE BIB,
16 WATER USING DEVICE STEAMER X $6.00 =
PROOFER,CARBONATOR,SWAMP COOLER I
VACUUM BREAKER,CHECK VALVE,
17 CROSS CONNECTION DEVICE AND R.P.B.P.D.FOR: VATS,TANKS,BOILERS X $6.00 =
GREASE TRAP,SAND TRAP,
18 INTERCEPTORS CHEMICAL HOLDING TANK X $6.00 =
19 MEDICAL GAS(per outlet) NITROUS,OXYGEN X $6.00 =
MISCELLANEOUS PLUMBING
20 FIXTURE X $6.00 =
21 PRIVATE SEWAGE DISPOSAUSYS X $20.00 =
INDUSTRIAL WASTE
22 INTERCEPTOR X $15.00 =
SUBTOTAL
METHOD OF PAYMENT:
PROCESSING FEE
0 CASH 0 CHECK D VISA 0 MASTERCARD $35.00
Card# EXPIRES: TOTAL PERMIT FEE DUE:
AUTHORIZED SIGNATURE: REVISED 8/26/05
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Glazing Glazing U-Factor DoorsVaulted Wall'2 Wall? Wall? Slabe
Option Area70: U- Ceiling2 Ceiling3 Above Below Below Floors on
%of floorFactor Grade Vertical Overhead" Grade Grade Grade
10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
int'
II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58
III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-58
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-30 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-38/ R-30/ R-21 R-15 R-12 R-301 R-10/
Group R-1 U=0.031 U=0.034 he/ 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%glazing
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-10,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 EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7
rjl ENERGY PROGRAM
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 apltication and be on site at the time
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", loser than 20 feet to the property line.
OR 20 MINUTE FIRE RATED DOORS. Parapets may be required.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM RAFT SPAGINEERED T
400 SQ.FT.TO 3000 SQ.FT. SPACING
x @ 2.+o.C.
40# felt for ice
SECTION A-A dam protection ROOFING MATERIAL
Tb 24"i,u S,u v t--"-- „
t r A--""4, `ROOFING PAPER �� I 4,"` atfl e
- 1111 fa•u 1/t . ROOF ..„00- 0,I .'
0 1 i8" G FIEATHING
`• -' .•• • + ;ETVWEEN SHEATHING DOUBLE TOP PLATE
=r== : • . 11-1m SOLID BLOCKING
1 -1111—P'=•d• ';•
.. 1% • ILII IIIIL WALL HEIGHT
II sI1Il1I_ . • 111111 ' BETWEEN.TRUSSES
111. 111."-' 24"MIN. -Z 1
i • .
"' _1 WALL SHEATHING
e.
--12'—( 2x 4� @ c S. O.C.
SIDING
PRESSURE TREATED
SOLE PLATE
111
.4 .4 •'a1.,,,,.." t _-.11--L -.: , ' -J. r I _ 3-112'CONCRETE SLAB
r� • ' •!• • 6"MIN. 6"MIN. ••t '
,___T _
4 • 4 ...4. I .4\
T.- Elm - . --,--_-,-7-_---
=JIIIi=III!G. : . . If---1111— Eli.-
• g 24"MIN. ,— ANC R BOLTS
�IIpII =.•-4 ' : 'II= 24"MIN. _� 12"MIN.
. 6 MIN. ;
I -• . , (T INTO CONCRETE)
\ 16'O.C.OR APPROVED
r1 r_...+ (2)#4 REBAR 6"x12' ANCHOR INSTALLED
FOOTING 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
REDGE LENE
I
I .
A A
J r
I
IE
I �
I
I I
L _J 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.
` —,. ,, .. \\\\:. \Ns\ „ ...... .
1 ,.
! L
1 . ..
., .
' , N WTDTH
7/16'OSB SHEATHING
• \
3/8"141N.
NAILED WITH td COMMON
OR GALVIN=BOX NAILS
IN ACCORDANCE WITH TABLE
R602_1(1)AND BLOCKED AT ALL
WOOD STRUCTURAL.PANEL
SHEATHING EDGES.
a
_ ___ t •g
. I
E . =el A
k.
SIMPSON UPLIFT i 8 r BACK CH STRAP
E WIT?i A STUD
STRAP i
1,800 POUNDS 8 - ►-'
F RECOMMENDED HOLD
Z r D4 8"FROM EDGE OF
•
,.I , , I,i,mill d 1 BRACING PANEL
IE
Cilk: I
_
• I r' b
•• ' ..--=-4-1 71 .m L..k— I, Ili la"11 JI[IlMG i r 1.1 1"TSL'.
.1 .40.1 ad, a0 y ad, .ad• IN FIRST STORY OF
. .•• ,, • • ,,• • '. TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
y . b,. . 0y . 0,. ► . 0, . m + ANCHOR BOLTS,PLACED AT
• , •; � •
• • iii
':• • , .• . /i,• •,• ; •.-=_--.11, .4. :I �I I���'r �� al :;.�71 d 11f. ONE-FIFTH POINTS
% . 0% . 0, . d, , .'d.1 . ,P ,•. d, ad• ad ,•. .adti .ab.1 .46.1 .
. :' • •' : • •••
' • • .• '
. • � • • • • .'
, . Pa •0, d -, 0, 2.1 0,
0.▪ • • SIMPSON UPLIFT
' , .ad, .ab, .a0.1 .4a
6.1 .a '
0.1 .4 •
0.1 .ad• , .ad.1 .'D.1 4,‘.6 , .a , .a0, d,
• • '.'
STRAP
_
•a C• • ,•.a : . •a '••a 0'. .a
. d%• 3,000 POUNDS
.1 . d, d, d, d, bti ab.1 .46.1 . ,•. d, . • 0, . b, . -.• . b••
TWO ANCHOR BOLTS -I •4 .•10'11 .a4% .ab, . 0.1 . 2-i . 0.1 . 1% .
INSTALLED IN ACCORDANCE o •
WITH FIGURER403.I(1)SHALL + .'dti . 0•. . 6'. . 0.1 . b, 0.1 0, 0, . 0,
BE PROVIDED N EACH PANEL • '• .. '
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER. SCALE:1"=1'-0'
POINTS
P.6G_166 ALTDLcATE BL4Q D WALL PN:ELS 4
I I
FIGURE 1
.
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
I
Outside Elevation Side Elevation
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment) ►]
I t , rr " t Sheathing filler
e 0 •,',4.,ik.#::,K,::,:.,i,::o z:::,,, Y ,•� y 1: 1;I p.:: ° e s !° Ipril
>.:k:><.»,.: ;. ...:. - if needed
....<:•.:.;s> z` :q . .. .� .. �:?'r:"1. ,c.ga��}c�� -. p�F.:<z:'z.c:c•F::k::xs:s;:�.;zkgc y�A .:lS 1 �"x ...Ad:: 0 ° O. ill I
"i a:79
el 4 :°;:c.:A�.R Jd ,:::ck<' ii::�kcc k:c:.,r.::: .M�R F..z£�Ek.�.�: :� .":'4.Sli!!.,:.�i.1�.,�Y',.`.1:;:.
`i:
xw
■; ,° ; 2' to 18' (finished width) ,, �;a; ;°I� ,
°�°; ° A ; ;, d',o3 ;014 16d sinker
I I MI'q. 'tl'O
■( le�l Fasten sheathing to header with Top plate I; !,; �,: o; nailin 2 rows i
{ '°L 8d common nails in 3" gridy ' r' y, @ 3" o.c. I
°1N1 1° continuity is y i.; ,;1 d,pt IOQ
11 �,.. l;03" V l:; i;l � ly t � 11. I.
� pattern as shown and O.C. in required per y ' #IIIMIR
d'e' i, o'a
q
,; ,A all framing (studs and sills) 1 �'•' •',tiv i
fiyp R602.3.2 , 1 i 1 i , 11
el°I ; 1°° ;;: ,'; Ai .6 1000 h der-
Ib ea
to-jack-stud strap
1 ,; I I , i i 1 1' k
°61 aa (' :1� i
1000 lb header-to-lack-stud strap I } ales
e,°, ,°, 1, 1 I on both sides
°of 'eke 11 .1 1, 1,
1 r [ on both sides of opening °° °° of opening (Ref.
P 9 1 . i� �, 1 [
e,°, I; (Install on backside as shown on `.. '
Max. ,, ,,: I I alei 1'Ip No.LSTA24)
Side Elevation, Ref. No. LSTA24)
0 0 O c f C' -1
height 1 1 „ r , 1 1
°141 141'\ 1 li .( : elef i°I�
10' • °t 1` Min. (2) 2x4 iyp. �R ,; l•
e,°I I?,a Braced wall ,< a� ,ao
°,41 '7°°;' If panel splice is needed it shall segment per . plea iele 3/8" min.
R602.10.5 1! 1, 47 , 1
d°1 1� occur within 24" of mid-height. .............................................' I I `" thickness wood
•tfli I4 Blocking is not required. /,a; t a o,ai 1°,4
,1 , , ,, structural panel
°I°1 Y4A? No/ 1 1 1. ( ?I°, 1°I°
Min. width based on 6:1 ' ' 7 1, ! '< sheathing
jack studs , ;: ,, ,, 1,
!F:77 .1. height-to-width ratio: For , 1 �' A'°' '°'°
alej gel „ per table + �; !
example:l b min. for 8' height •
ejAj 1010 .1 1 4I°, .: I°1q
1,:; 1 I I I; c I lis
t % Min 2"x2"x3/16" plate washer I r +°} Ip
' t C 1 f
�'� :6a * �' ■.'y :III 11itiltigiR11:7:Iiii!ilill .; ,:
Anchor bolt per R403.1.6 Typ. Foundation per code
Not to scale
.-.e. V
1300404 -
-to tiaA.
r, _ i ... _a, ,o -- I
. IQ, G.a.Y01
11
5 e // ' i
v
peck. I
1 15
1
1
I i
\
� aa Z-//j,, f
t( F
CafGYL7• V6Y(AN
I 1 I
00 )1!� �cd� Sk°F ���
2 Ci
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
SMOKE ALARMS SHALL BE INTERCON.
NECTED AND HARD WIRED IN SUCH A
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS.
(BEDROOMS, AREAS APPROACHING
BEDROOMS,VAULTED CEILING
WITH RISE OF 24° & ON EACH FLOOR)
EXHAUST FANS
100 CFM kitchen
50 CFM bathrooms
N1101.3.1- Attic insulation certification required as to
R - value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
JUIEUKS: Ledger board requires 1/2" lag bolt Ua) 16" o.c. with
flashing behind. Guardrail 36 in. high required if floor more than
30 in. above grade. Picket spacing no more than 4 in. apart. Posts
require approved base and beam connectors. Min. 24 in. frost
protection to finish grade with min. 12 in. footing base.
CEILING: '/2" GWB if perpendicular to rafters or
trusses 24" D.C. and no water based texture used—
otherwise 5/8" GWB.
m laundry JAm3-rao I
N
DEPT
a5,
/Z) C, W
DATE: �
1���
�C1O`jDlTj01\)4
on tv GIS 0i, CAG1 °v two
0151 CLNJt�2 � � - I
NJ
1,
EMERGENCYFROM SLMENTS
EEPING ROOMS —
1) NET CLEAR OPENING 5.7 SQUARE FEET
S.O SQUARE FEET
GRADECILEA OR OPENING MAX 44') 24 INCHES
2) NETTCLEAR OPENING HEIGHT 20INCHES
3) �IET CLEAR OPENING WIDTH 44• ABOVE FLOOR
4)IMA%FINISHED SILL HEIGHT
5)IEMERGENCY ESCAPE & RESCUE OPENING SHALL O
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
{ THE USE OF KEYS OR TOOLS
6- +ts fiM P
I i 5`d
�-5/.���
sB
°r s-lrl 5• al' "�
a
PI
i
Anchor Bolts- Minimum V2" x 10" with 7" concrete
embedment at 6' D.C. and 12" from ends of sill plates.
Minimum depth for frost protection in the City of
II-- Spokane Valley is 24 inches measured from the bottom
N c0 1, of the footing to finish grade. Grade slope away from
- — - j building a minimum 6 inches in first 10 feet.
-�
Radon Mitigation System Required
With 6 mil Vapor Barrier
11 3T�t aztl' �f
rk-.,t Ekoci"tivo SIN I's a.,,-�v
30w pj LT
H°X4a
q6b°.r !.I°Doev 30 bvvK
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50-1. in the upper
portion of roof area.
Attic Accessible
by 22'x 30"
V�c5f Lha
SGo42—la-
CoVtrc
3° x 3° �•t"� eIS
s I h —1—
P,rCR Egress windows openable
5.7 sq. ft. - 44" sill
yo'OOr
y PROTECTION AND OPENINGS BETWEEN
-DW EyLLING AND PRIVATE GARAGE SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
y ❑ 1/2" GYP BOARD (RESIDE NCE/ATTIC, FLOOR/CEILING)
I 211 OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE
EtlUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1318% OR 20 MINUTE FIRE RATED
111 DOORS. F
� k 0
CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
,o (r!' ALL FOOTINGS MUST BE CONTINUOUS
7 S�oi�u 1
I u
,Z yeNDk
,20'0"
Gas Appliances in garages require 18 in. elevation or
g dl 1 f ION 8tn Qq.•'"P % 10 LOLW (�F (-'r approved floor grade rating. Minimum 3 in. bollard or
wheel stop required for vehicular impact protection
FACTORY -BUILT FIREPLACES: Maximum 4 ft spacing between bollards.
Combustion Air Required
Hearth Clearances per Manufacturer's Instructions UPC 508.2 -Water heaters require anchoring or
Tight Fitting Doors Required strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
18 % 24 PRIMED ON NO. 10008 CI RPRINT • -
Date
Scale
FDrawnb
Sheet
1m
DEPT
a5,
/Z) C, W
DATE: �
1���
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on tv GIS 0i, CAG1 °v two
0151 CLNJt�2 � � - I
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1,
EMERGENCYFROM SLMENTS
EEPING ROOMS —
1) NET CLEAR OPENING 5.7 SQUARE FEET
S.O SQUARE FEET
GRADECILEA OR OPENING MAX 44') 24 INCHES
2) NETTCLEAR OPENING HEIGHT 20INCHES
3) �IET CLEAR OPENING WIDTH 44• ABOVE FLOOR
4)IMA%FINISHED SILL HEIGHT
5)IEMERGENCY ESCAPE & RESCUE OPENING SHALL O
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
{ THE USE OF KEYS OR TOOLS
6- +ts fiM P
I i 5`d
�-5/.���
sB
°r s-lrl 5• al' "�
a
PI
i
Anchor Bolts- Minimum V2" x 10" with 7" concrete
embedment at 6' D.C. and 12" from ends of sill plates.
Minimum depth for frost protection in the City of
II-- Spokane Valley is 24 inches measured from the bottom
N c0 1, of the footing to finish grade. Grade slope away from
- — - j building a minimum 6 inches in first 10 feet.
-�
Radon Mitigation System Required
With 6 mil Vapor Barrier
11 3T�t aztl' �f
rk-.,t Ekoci"tivo SIN I's a.,,-�v
30w pj LT
H°X4a
q6b°.r !.I°Doev 30 bvvK
Attic Ventilation
1 Sq Ft per every 300 Sq Ft of space
ventilated with at least 50-1. in the upper
portion of roof area.
Attic Accessible
by 22'x 30"
V�c5f Lha
SGo42—la-
CoVtrc
3° x 3° �•t"� eIS
s I h —1—
P,rCR Egress windows openable
5.7 sq. ft. - 44" sill
yo'OOr
y PROTECTION AND OPENINGS BETWEEN
-DW EyLLING AND PRIVATE GARAGE SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
y ❑ 1/2" GYP BOARD (RESIDE NCE/ATTIC, FLOOR/CEILING)
I 211 OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE
EtlUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE
STEEL DOORS NOT LESS THAN 1318% OR 20 MINUTE FIRE RATED
111 DOORS. F
� k 0
CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
,o (r!' ALL FOOTINGS MUST BE CONTINUOUS
7 S�oi�u 1
I u
,Z yeNDk
,20'0"
Gas Appliances in garages require 18 in. elevation or
g dl 1 f ION 8tn Qq.•'"P % 10 LOLW (�F (-'r approved floor grade rating. Minimum 3 in. bollard or
wheel stop required for vehicular impact protection
FACTORY -BUILT FIREPLACES: Maximum 4 ft spacing between bollards.
Combustion Air Required
Hearth Clearances per Manufacturer's Instructions UPC 508.2 -Water heaters require anchoring or
Tight Fitting Doors Required strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
shall be a minimum of 4 inches above controls.
18 % 24 PRIMED ON NO. 10008 CI RPRINT • -
Date
Scale
FDrawnb
Sheet
1m
. 4
PROVIDEDIAGRAkt AND'
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
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