2006, 03-27 Permit App: 06000939 Garage Project Number: 06000939 Inv: 1 Application Date: 3/27/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
is�S1�P!S�Mr.{Potl:, i_'n,evbd,T•nez_:ams .�':., Y'�i✓Xh
Permit Use: 24 x 32 GARAGE Contact: MEYER,DEAN L&GENA M
Address: 11319 E 8TH AVE
C-S-Z: SPOKANE,WA 99206-2818
Setbacks:Front Left: Right: Rear: Phone: (509)475-9527
Group Name:
Project Name:
Site In formation:
Plat Key: 000000 Name: Range District: F
Parcel Number: 45212.1624 Block: Lot:
SiteAddress: 11319 E 8TH AVE Owner:Name: MEYER,DEAN L&GENA M
Address: 11319 E 8TH AVE
Location::CSV SPOKANE,WA 99206-2818
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: !,551.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: � , � .w
Review
Building Plan Review � �
Reled B
Originally Released: 3/24/2006 By: TMELBOU
Driveway/Approach Rel0 ed By re4°W414:14,010 OP,
Originally Released: 3/21/2006 By: AMBlake
Landuse/Zoning/HE Conditions Relx���d�y
Originally
Released: 3/21/2006 By: HMStinson
Operator: AMB Printed By: AMB Print Date: 3/27/2006
Project Number: 06000939 Inv: 1 Application Date: 3/21/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Payment Summary•
• �;��.,..Ar ���� .gin�� �,_,�._.�.� �_ .��_..a«=����� � � � ,.r�.�: .. ��..,.�.. , =� �..
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: AMB Printed By: AMB Print Date: 3/21/2006
Project Number: 06000939 Inv: 1 Application Date: 3/27/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB D 0 $11,000.00 0 $11,000.00
Totals: 0 $11,000.00 0 $11,000.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $195.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $78.10
Permit Total Fees: $277.85
Payment Summary v, 17,s
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $277.85 $277.85 $0.00 $277.85
$277.85 $277.85 $0.00 $277.85
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: AMB Printed By: AMB Print Date: 3/27/2006
Project Number: 06000939 Inv: 1 Application Date: 3/21/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
.x.....; aeaa:;°ra. e a ',':. ti.«:wswassavrc*zaaaatr;:ar, e.aas:iwt:as,t.0 Y,-.r^ z;aauwz ;. a maarsa„a;.
Permit Use: 24 x 32 GARAGE Contact: MEYER,DEAN L&GENA M
Address: 11319 E 8TH AVE
C-S-Z: SPOKANE,WA 99206-2818
Setbacks:Front Left: Right: Rear: Phone: (509)475-9527
Group Name:
Site Information: Project Name:
Plat Key: 000000 Name: Range District: F
Parcel Number: 45212.1624 Block: Lot:
SiteAddress: 11319 E 8TH AVE Owner:Name: MEYER,DEAN L&GENA M
Address: 11319 E 8TH AVE
Location::CSV SPOKANE,WA 99206-2818
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: ;,551.00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: tta� �cr � � _ : wwa �, � a r �a,„„n
Review
00.Building Plan Review Releasedib n ,toitt
Driveway/Approach ,R a ed y "� „
Landuse/Zoning/HE Conditions ' '•
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U-1 VB D 768 $14,592.00 768 $14,592.00
Totals: 768 $14,592.00 768 $14,592.00
Operator: AMB Printed By: AMB Print Date: 3/21/2006
►-rjsV�iuiYt, 1 opiague r1ve, aiitte i u e PERMIT NUMBER: -(3y
Spokane Valley,WA 99206' ,
����� i
(509)688-0036 FAX: ( 09)E88-0037PERMIT FEE:
Community Development www sookaneva,Liev.or_.con MAR 2 1 I!'. /
Residential Construction i i i j�( v � }-fin >accessory BIdg
Permit Application o Addition/Remodel o Deck
o Other:
SITE ADDRESS 11 1 , %fr
ASSESSORS PARCEL NO: 9 S'2.1 l. 14,z9 LEGAL DESCRIPTION: C le P Cli ' t,; s!, 6 .C. 41/t-t_h
I ridding owner - •-
.. :.,. ..,.: ,. 4:...- ,:-, -Contractor- _ ;..,
Name: A A3 fAC—Y ,... Name: (r)LA): .: r - - .. ,
Address: 11 )�GJ,i 'y rr Address:
Cita:: )Q V I,`4 Zip: / r.0 (0 City: Zip:
Phone:t .5-1„,5-2Fax: Phone: Fax:
�C fCt. -:..:. ...: Lie No: Exp.Date:
• oil: Pers . ,r,. :, f_,,ass
.
: . . . . . . ... .r: -�t t °.; ...:� ...1;_ City Business Lie No:
Name: / 4 ti 1 t / ..-..
Phone: t ‘ - r f s-T1-1
Describe the scope of work in detail: Cost of Project: I $ ! li 000 `'° I
Rvitrotul.D A 2 `k 3 ,_ ' s /0LD4r •rA ..Hc L,014G►4_
C t0cQ
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HA ABLE SPACE:
# 4l ' !2" FLOOR
A 2... A ) O I
MAIN FLOOR Ti?SQ. FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPER OUS SURF CE
FTG: ."t... ,rte j AREA:
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. P
SQ. FTG: t .. 6 ' a14.-- TI SQ. FTG: 30/o SLOPES ON
PROPERTY: Cdr
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
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 isfwill 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.
Signature ', `
�tvv� � ` •
Date / i a 6
Method of Payment: (Faxed ermit applications will only be accepted with major bankcard)
0 Cash Check 0 Mastercard 0 VISA 0 Other
Bankcard#: Expires: _ VIN#:
Authorized Signature:
REVISED arz5rzoo5
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R602.10.5: All sheathable areas of all exterior walls and
interior braced wall lines require continuous wood struc-
tural panel sheathing per Method 3. Table R602.10.5
• 'dictates minimum panel length on each side of openings.
Minimum depth for frost protection in the City of
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from
41 building a minimum 6 inches in first 10 feet.
ALL FOOTINGS MUST BE CONTINUOUS
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS-3000#PSI
SLABS;GARAGES,CARPORTS M ig
&PORCHES-3500#PSI
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P 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 comer and every 25 feet of wart.
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 7C'GYP BOARD(HABITABLE SPACE ABOVE) rated. (518'type"X'gypsum sheathing
`1/2'GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEIUNG) 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'I 3/8', closer than 20 feet to the property One.
OR 20 MINUTE FIRE RATED DOORS. Parapets may be required.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM ENGINEERED TRUSS OR
400 SQ.FT.TO 3000 SQ.FT. RAFTER SIZE AND SPACING
?'-1' x,3 Z'@ al O.G.
SECTION A-A Ai,
ROOFING MATERIAL
.....- Ich„ 4 , (1...,
ROOFING PAPER
i
- ROOF I.•
is ��'I • �u.�/ltc1ti3 "rt F+S
SHEATHING
_ � • r- • G' DOUBLE TOP PLATE
•_ SOLID BLOCKING ✓
=1111➢='•. • I- I WALL HEIGHT /t ' /N*"/"
!I =111111_' ?' . $ BETWEEN.TRUSSES
111. 111.t.' t' . 24"MIN.
I
(2} 4 REBAR . •• ; l. ►/WALL SHEATHING
,r-1 gym 2x •@ /CO1o.C.
SIDING
PRESSURE TREATED
SOLE PLATE
•, •'* •'•• : ••••... :':1 --r ,
f„,,-,, 3-1R'CONCRETE SLAB
6"MIN. •
'-' _ !t 6 MIN.
:4.('••. I-
LIMIll ---
7!15 i ;4 '• • ,i' 24"MIN. 24 MIN. 6'MIN. ! ir
1/2 MI BOLTS
• I I .• • •• ( 'INTO CONCRETE)
6'O.C.OR APPROVED
1.--17-4\-(2)#4 REBAR 6"x12' ANCHOR INSTALLED
FOOTING PER MANUFACTURER
. .
, . . .
•
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
" CoILDING DIMENSIONS: ..? K k )1' IC)
..)
/
GARAGE OPENING AND HEADER SIZE: gr,
/
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH 1 Z.C-/ / I
RIDGE LINE -
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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.
/
6_c ,,-, a a . VV fit* I-Et 1U Vti-VLLY tIt5I WRY P. 02/02
Job Sark Quan Type Span P1-H1 Left OH Right OH Engineering
l• , STOCK TI30 100 PI 240000 4 1-10- 8 1-10- a T04111586
U#0233 J#STOCK stock '
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4x5-
a0 3-19 B Eo 3-15
2x32 2r.
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115
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3x4. 3x5= 3x4= ri
W:508 W:508
--.....- R:2019 12.'201977: 760 V: 760
SL -11-11 6-9-1 5-10-12 5-10-12 6-9-1 1-11-11
EP 6-4-14 12-0-0 17-7-2 24-0-0
TO 1-10.8 I
BC 6-4-14
8-3-4 I_ 5-7-2
7-i-0
-8 5-7-2 8-3-4
I I 6-4-11 1-10-8
EP 8-3-4 15-8-12 24-0-0
re 24-0-0 9
Q ALL PLATP6 ARE LOCK20
Scale'0.234-=1'
Robbins Engineering, Inc./Online Plus' APPROX. TRUSS WEIGHT: 131.1 LHS
Online Plus -- Version 17.0.017 Plates for each ply each face. REVIEWED BY:
RUN DATE: 15-Nov-04 IRC 2003 CODS Robbins Engineering, Inc.
PLATING CONFORMS TO UBC. P.O.Box 280055
CSI -Sire- ----Lumber---- PLATE VALVES NAY BE VERIFIED Tampa, PL 33682
TC 0.89 2x 4 18 WITS R088INS ZNCINEERINC. GRIP
8C 0.96 2x 4 18 VALVES BASED OR Doug-Fir-Laroh REFER To ROBBTNS ENO. OEHERAL
WB 0.33 2x 4 DFL-STUD LONDER GOING CROSS AREA TEST. NOTES AND SYMBOLS SHEET FOR
Plate - LOCK 20 Ca, Cross Area ADDITIONAL SPZCIFICATIOHS.
Brace truss as follows: Plate - RES 20 Ca, Cross Area
O.C. Pros To Jt Type Plt Oise X Y JBI MOTES:
SC 2- 0- 0 0- 0- 0 24- 0- 0 A LOCK 3.0x 6.0 Ctr Ctr 0.94 Trusses NenuteCturod by:
BC d- o- 0 0- 0- 0 24. 0- 0 F LOCK 2.0x 3.0 Ctr Ctr 0.81 VALLEY BEST-901Y BUILDING SO
8 LOCK 4.0x 5.0 Ctr Ctr 0.69 Analysis Conforms To:
Loading Live Dead (pef) O LOCK 2.Ox 3.0 Ctr Ctr 0.01 ANSI/TPI 95 a 02
TC 30.0 5.0 C LOCK 3.0x 6.0 Ctr Ctr 0.94 08 Loading
8C 0.0 2.0 P LOCA 3.0m 4.0 Ctr Ctr 0.72 Soffit psf 2.0
Total 30.0 6.0 36.0 81 LOCK 3.0x 5.0 Ctr Ctr 0.81 Prevent truss rotation at all
Spacing 48.0. D LOCK 3.Ox 4.0 Ctr Ctr 0.72 bearing location*.
Lumbar Duration Factor 1.15 Truss is designed for no
plate Duration Factor 1.15 ceiling load.
TC Fb■1.00 P0.1.00 Ft■1.00 Wind Load* - ANSI / ASCE 7-98
HC Fb.1.00 Fc=1.00 rt=1.00 Truss is designed as a Main
Wind-Porte Resistance System.
slue 4 wind Load Case(a) Wind Opeed: 90 mph
P
Mean Roof Height: 15-0
Jt React Uplft Sire Rct'd Exposure Category: C
Lbs Lbs In-Sr In-Sx Occupancy Factor c 1.00
A 2019 760 5- 8 1-13 Building Type: Enclosed
Hs . 126 Zone loletiOn: Exterior
C 2019 760 5- 8 1-13 TC Deed Load : 4.0 psf
Hr . -125 BC Dead Load : 1.0 pet
Max comp. force 4014 Lbs
Membr CSI P Lbs Axl-CSS-sad Quality Control Factor 1.25
Top Chords
A -F 0.89 4014 C 0.22 0.67
F -B 0.85 3399 C 0.11 0.74
8 -G 0.05 3399 C 0.11 0.74
c -c 0.89 4014 C 0.22 0.67
Bottom Chords
A -E 0.96 3019 r 0.56 0.41
E -81 0.41 2533 I 0.40 0.01 ��5 A t`i
51-D 0.41 2533 T 0.40 0.01 v (t
D -C 0.96 3819 T 0.56 0.41 • j'\ 0 W; �' ,
webs V
F -5 0.20 006 C �� ,4,'.
S -B 0.33 973 T
B -D 0.33 973 T
D -a 0.20 806 C . •
'
LL Dell -0.31^ in x -11 L/ERS '-.C'i.�.,1D. r
TL Def1 -0.38' in a -S1 L/731 y".-. 0�,,Air/
Shear // Orain in C -C 0.56 ti:.;,, !
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Robbins Engineering.ha/Online Plus"'m 1006-2004 vision 77A.01!EnginevAng-Portrait 11/1 Sri00<9;55:57 AM Page 1 t'-•i- �-'�
** TOTAL PAGE . 02 **
FIGURE 1
3
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation Side Elevation
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
A
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2 to 18 (finished width) + d vidas
�I�i 3°I,I P f. � 1.1. ,I°3 i l.
•fo' to 0 3. ”, Avg
'oa 16d sinker
I,3 1 , II 3. 3 A 11 3 1 I. •
al°k '° Fasten sheathing to header with Top plate •d '; °� °�" nails in 2 rows
e.�0,l:i#t#i3:Ji2>::'?<.a 3" ':.Q:rr:n, .:r::rr:r»;::r:•<r'r::r:r:: 3"
! 8d common nails in grid + @ o c
°i°i °;tl continuity is �,! #,i . d0p# �a+
I r 1 as shown and 3" o-c. in
•a a patternrequired per 1++ �� des:..::.::..::.. n
l:l , tp J t i Ilt 1 1
411- ,o all framing (studs and sills) typ. R602.3.2 111111.111111111 :::::::::':::;
a
_' 1000 lb header-
YI tk IJ 3L a"o, Iola1000 Ib header-to-•ack-stud stra , .. _ to-hack-stud strap
DI4, Ret: � {� "i. o s* 'o o
3.f 1 7b 1 I 3 < l on both sides
oo� ,o-Ae on both sides of opening of opening (Ref.
.1 E, r"'
i A ,t: I b i j :1: :
Max- °�°' '° ' (Install on backside as shown on 1 t 1 t '143 a 13°
11' I , I ; 3,. Ii I, No. LSTA24)
height •'a' 163a Side Elevation, Ref. No. LSTA24) I+ r! a3 1616
1 1 w ( k l i ( ,
ei°3 1°fb� 3 Y.3 •163Ibld
,.-
i0' PI•� 1 , Min- (2) 2x4 typ. ft
'i i a; i
630, ,°,• Braced w 1 1 k-0.r<rr:::.:: 6163 l•Ip
4141:4854"434 segmentper r.a r l °143 1410
If panel splice is needed it shall 9 , , k ,:k „
°r I R602.10.5 1 3 3 3 IOJ 3/8 min.
,_: occur within 24" of mid-height. r 33 r:: 1 1:
G�V3 la3? 1'j °f?t 1410 thickness wood
Q"°* o=, Blocking is not required. �' ' 0 •1° structural panel
{ 1 i 1.3 33. !3 1 1,
'I1 Ii 11 3 E.: '.11 .z
of^r l•tQ • No. of Lt t, °�" '°"°
.i r ,3: !; , 4 J, 1 a 1 r: sheathing
++° , � Min. width based on 6:1 , , •,3y ,a,°
lack studs 1 3, k= I
0�4� 0 height-to-width ratio: For 1 I I t °I!3 1•l?
per table 1 1 l 1..:..r; D:T 1 ,
1!4! ,"" example:1 b" min. for 8' height R502.5 182 "'" ' •1°` ,a,a
•1.1 laip r S:1 °lea .,qa
0,0, I®!° i t i i •101 1010
Ik Ik • II 11 II 11 : 3.y 13 11 L
•Iw 10,11 Min 2 x2 x3/16 plate washer 13 r l °I" '•'a I
,I.I . — 4 d 111+ hL a3 3�.,� '1fiYa 0,-..z..
. J • A 1 R - f a {'. 1 3 k k >! , R f * '6
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- ..e k .i: t k R
Anchor bolt per R403.1.6 Typ. Foundation per code
Not to scale
TABLE R602.3(1)—continued
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ,
SPACING OF FASTENERS
DESCRIPTION OF BUILDING
MATERIALS DESCRIPTION OF FASTENERb c a e
• • Edges(inches) Intermediate supports"(inches)
Wood structural panels,subfloor,roof and wall sheathing to framing,and particleboard wall sheathing to framing
5/16"-1/2"
6d common nail(subfloor,wall) 6 12g
8d common nail(roof)
19/32n_1” 8d common nail 6 12g
11/8 -11/4" 10d common nail or 8d deformed nail 6 12
Other wall sheathing"
1/2'regular cellulosic fiberboard 11/2'galvanized roofing nail 6d common nail staple 3 6
sheathing 16 ga., 11/2 long
1/2'structural cellulosic fiberboard 11/2'galvanized roofing nail 8d common nail staple 3 6
sheathing 16 ga., 11/2 long
25/32'structural cellulosic 13/4"galvanized roofing nail 8d common nail staple 3 6
fiberboard sheathing 16 ga., 13/4 long
1/2'gypsum sheathing 11/2 galvanized roofing nail;6d common nail;staple 4 8
galvanized, 11/2 long; 11/4 screws,Type W or S
13/4"galvanized roofing nail;8d common nail;staple 4 8
5/8 gypsum sheathing galvanized, 15/8'long; 15/8'screws,Type W or S
Wood structural panels,combination subfloor underlayment to framing
3/4"ani less. � j deformed nail or 8d common nail 6 12
/8� 1 t1- '�''i+'! fly t deformed
nail or 8d deformed nail 6 12
11/8n_11/4i 10d common nail or 8d deformed nail 6 12
For SI: 1 inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=1.609,km/h.
a. All nails are smooth-common,box or deformed shanks except where otherwise stated.Nails used for framing and sheathing connections shall have minimum av-
erage bending yield strengths as shown:80 ksi(551 MPa)for shank diameter of 0.192 inch(20d common nail),90 ksi(620 MPa)for shank diameters larger than
0.142 inch but not larger than 0.177 inch,and 100 ksi(689 MPa)for shank diameters of 0.142 inch or less.
b. Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.
d. Four-foot-by-8-foot or 4-foot-by-9-foot panels shall be applied vertically.
e. Spacing of fasteners not included in this table shall be based on Table R602.3(2).
f. For regions having basic wind speed of 110 mph or greater,8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to
framing within minimum 48-inch distance from gable end walls,if mean roof height is more than 25 feet,up to 35 feet maximum.
g. For regions having basic wind speed of 100 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches
on center.When basic wind speed is greater than 100 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for
minimum 48-inch distanee from ridges eaves and gable end walls;and 4 inches on center to gable end wall framing.
h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to either AHA 194.1 or
ASTM C 208.
i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and at all floor perimeters only.Spacing of fasteners on
roof sheathing panel edges applies to panel edges supported by framing members and at all roof plane perimeters.Blocking of roof or floor sheathing panel edges
perpendicular to the framing members shall not be required except at intersection of adjacent roof planes.Floor and roof perimeter shall be supported by framing
members or solid blocking.
113
2003 INTERNATIONAL RESIDENTIAL CODE®
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDINGCT ON CORRECTIONS
TO FIELD INSPECTION
Valley
REVIEWED FOR E C MPLIANCE
SPOKANE VALLEY UILDI G DIVISION