2007, 03-09 Permit App: 07000671 GarageProject Number: 07000671 ' Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/9/2007 Page 1 of 2
Project Information:
Permit Use: 780 SQFT GAR Contact: BROOKSHIRE CONSTRUCTION
Address: 1309 S LAWSON ST
C - S - Z: AIRWAY HEIGHTS, WA 99001
Setbacks: Front Left: Right: Rear: Phone: (509) 244-2229
Group Name:
Site Information: Project Name:
Plat Key: 001866 Name: ORCHARD AVE ADD TR 1-228 District: Nort
Parcel Number: 35121.6001
Block: Lot:
SiteAddress: 2403 N ELIZABETH RD
Location:: CSV
Owner: Name: GRIFFIN, GEORGE L & ERIN M
Address: 2403 N ELIZABETH RD
SPOKANE, WA 99212
Zoning: UR -3.5 Urban Residential 3.5
Water District: 002 ORCHARD AVENUE Hold: fl
Area: 40,788 Sq Ft Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Depth: 0 Right Of Way (ft): 0
Review Information:
Review
Building Plan Review
Released By:
Originally Released:
Landuse/Zoning/HE Conditions
3/9/2007 By: TMELBOU
Released By:
Originally Released: 3/7/2007 By: cjjanssen
Permits •
Operator: JD Printed By: JD
Print Date: 3/9/2007
Project Number: 07000671 ' Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/9/2007 Page 2 of 2
Contractor: BROOKSHIRE CONSTRUCTION
Address: 1309 S LAWSON
AIRWAY HEIGHTS, WA 99001
DescriptionGrp Type Notes
2ND FLOOR R-3 VB
GARAGE U-1 VB
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Building Permit
Firm: BROOKSHIRE CONSTRUCTION I
Phone: (509) 725-0809
This Application: Total Project:
Sq Ft Valuation Sq Ft Valuation
360 $26,884.80 360 $26,884.80
780 $14,820.00 780 $14,820.00
Totals: 1,140 $41,704.80 1,140 $41,704.80
Units Unit Desc
SELECT
SELECT
SELECT
Permit Total Fees:
Fee Amount
$562.95
$140.74
$4.50
$708.19
Notes:
Payment Summary: ,-
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing •
Building Permit $708.19 $708.19 $0.00 $708.19
$708.19 $708.19 $0.00 $708.19
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: JD Printed By: JD Print Date: 3/9/2007
Project Number: 07000671 ' Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/6/2007 Page 1 of 2
Project Information:
Permit Use: 780 SQFT GAR
Setbacks: Front
Site Information:
Contact: BROOKSHIRE CONSTRUCTION
Address: 1309 S LAWSON ST
C - S - Z: AIRWAY HEIGHTS, WA 99001
Left: Right: Rear: Phone: (509) 244-2229
Group Name:
Project Name:
Plat Key: 001866 Name: ORCHARD AVE ADD TR 1-228
District: Nort
Parcel Number: 35121.6001
Block: Lot:
SiteAddress: 2403 N ELIZABETH RD
Location:: CSV
Owner: Name: GRIFFIN, GEORGE L & ERIN M
Address: 2403 N ELIZABETH RD
SPOKANE, WA 99212
Zoning: UR -3.5 Urban Residential 3.5
Water District: 002 ORCHARD AVENUE • Hold: ❑
Area: 40,788 Sq Ft Width: 0 ' Depth: 0 Right Of Way (ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: , e
Review
Building Plan Review
Landuse/Zoning/HE Conditions
Released By: •
54?
Permits•
Operator: JD
Printed By: JD
Print Date: 3/6/2007
Project Number: 070.00671 • Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/6/2007 Page 2 of 2
Building Permit
Contractor: BROOKSHIRE CONSTRUCTION Firm: BROOKSHIRE CONSTRUCTION I
Address: 1309 S LAWSON
AIRWAY HEIGHTS, WA 99001
Phone: (509) 725-0809
This Application: Total Project:
Description Grp Type Notes Sq Ft . Valuation Sq Ft Valuation
GARAGE U-1 VB 780 $14,820.00 780 $14,820.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Totals: 780 $14,820.00 780 $14,820.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Fee Amount
$251.25
$62.81
$4.50
Permit Total Fees: $318.56
Notes: ,
Payment Sunman,: ,. .
Permit Type 'Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $318.56 $318.56 $0.00 $318.56
$318.56 $318.56
$0.00 $318.56
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: JD Printed By: JD Print Date: 3/6/2007 .
(1'11 1M
pokane
Petmtt Center
11707 E Sprague Ave, Suite 106
S` ttlea7 Spokane Valley, WA 99206
4000
V[LL1 ,7 (509)688-0036 FAX: (509)688-0037
Community DevelopmentC -v i,spokanevalle``vnorg
I' I�1L111 b 1 ii V LS
PERMITNUMBER:062I
PERMIT FEE•
Residential Construftia 1 2007 U VI New Construction
Permit Applic ion Addition/Remodel
M1PA 1M , i1 Other:
n Accessory Bldg
Deck
SITE ADDRESS g *3 r-/,Czgt&q y 52:7o,06#e t%/47 ?t4
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner:
Contractor:
Name
Address: % 3 A/
�/�, / //
City: <0m
/ // / State. A
_n
Zip `
Phon ) /�
Contact Person •
rya*
e
Phone: c�p,7 5-S e/ 3 6*.„2 --
Describe the scope of work in detail:' •
Name: VS%!J(➢Jnow, Ganem/T[.L�'��''&i
Address
i < L-Q_w-SOH 4-
O
City:
itcev
Phone
State: ie
<_j
Z1P29
Fax: e3
Contractor L 9
!o.Exp Date:
Gi i'1..T96s/ - - 0 $- •
City Business Lic. No:
6'0, '30V 3 cos'
Cost of Project: $ _mac.
(gull, new reatdie— ✓ we me it 4- vita( Cin t Siferd
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
,13-
DIMENSIONS:
a6'X 30
# OF STORIES:TOTAL
/
HABITABLE SPACE:
MAIN FLOOR TO SQ.
FTG:340AREA:
, "cu F4O5R4GQa-FTQr.v
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
0 °K
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BEDROOMS:
CONS/TRU/ ION TYPE:
<iTiGy ,u/ie.
HEAT SOURCE:,
/ 6n -e-
SEWER OR SEPTIC?
C,0
u oq'
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, cod:. or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this applicati c..n be processej)
Signature
Method of Payment:
❑ Cash
Bankcard #:
Authorized Signature:
REVISED 8/25/2005
0 Check
Date e2�.I/1/ 7
❑ Mastercard ❑ VISA
Expires: VIN#:
02/27/2007 19:51 509465E604
WESTERN WOOD
Parklin Truss
6003 N. Market SL
Spokane, WA 99217
Phone: (509) 467-2168 ' (509) 4674160 • Far, (509) 467-5256
PAGE 01
QUOTATION
Date: 2/23/2007
Job H: C1001
Customer Information:
[—mac Contort
HOUSE
Cert sea bp:
Project Information.
Moe:
BROOKSHIRE 25. ATi1Ce
Adds.=
On, are, zmr
sasal:
Caw Peke
AAyanr-
Certy Pella
Jobik C1001
QUOTATION
OTT
1d
16
SPAN
2600-00
26-00
05-09-12
T1
DESCRIPTION
293.7 roc. tick
Totts
P8
37.79 aB. Awn
SLOPE
TGBC
12.00
2t5 / 248
'21r9�'f'.2k9
12.00
2938 / 2k4
SOFT
11129
1558.06
725.7
17.99
287.90
OH - L
Ott -R
01-00-00
01-00-00
01-00-0,i.
01-00-00
01-00-00
CANT
CART -0
00.00-00
STUB -l.
STUD -R
00-00.00
00.00.00
00-00-00
00.00.00
00-80-00
Miscellaneous
Qty
Part ID Description
Delray Delivery
NOTICE TO OWNER: pears of the haled Dery to on those petals suppling material err acnikxs
to complete tie project can rennin the clog or 0 mocnank's Pen orae proper*
BACK CHARGE note& Baakterpoe w0 net 00 accepted, regardlem of fault, wilheid prior
nouOcatien end approval.
Thank you for your business.
Hc,nreASE -Wotan Damon
Net Total
$3,090.28
Tac
50.00
Grand Total
53,090.28
C100f - Quotation - Paye 1
PO/TO 39 -Nd SSf W. NI1NNAld
8GZ8L90685
WET LOGE/EZ/Z8
Job: tc1UU1J / 11
rep chord 2.6 OF -L S9 :12 2n6 OF -L 412:
Bot chard 2,48 OF -L 5S :82 2.4 OF -L 2900r-2.CE:
Walls 2w4 0E -L. &tied
Pur I ins are ehomn 1a indicate required spacing onIt. P.rr Iin size, sroda,
ort en)at icy, and placement shall comply with :Do 0t,fIdirrd Desigrter's
I` ft u If -arena. •
Coifor-1m braced urlh oantInuauB lateral S -008n9 of 24" 00. or rigid ceiling.
BC oft la Poon Floor loading= LI. - 90-00 par: 01. - 10.00 psP: Fran 7-0-0 to
83-0-0.
Da Ioci Ion moots L/240 live and 1/800 fatal lout.
12
B
j'----10' ---6'
T2
s.� s
4114
10' -'4
12 4 .' tf P '1)(8
x11
4)(611311 --•
2X3 2X3
26'
V 1„___Q,7N _-I--5'5" _ i -: 1 9'7^ --'�
}---7' -{- 12' 1 7' -1
I---7 1- 12' 7 41
1200
Rv=2519S U=263# W=5'B Rv=25199 11'2636 W=5"8
12D
1T1[S OW&. PREPARED FROM COIY+IIIER INFUT 1101109 8. I]111DISIOMI SUBMITTED 6Y TRUSS IFR.
SG mph mind 15.00 Ft mean hot, ROS
SCS 7-02, CLOSED bids, not located eithin 4.50
.'.
Pt Proroof amigo, CRT 11, ERP B, wind TC DL=0.0 pm!, vend OC GL -0.0 par.
Colowl ottad hart=on tot der Ieat Fan Ia 0.16' die to Iive 'and and 0,13" due to dead
load.
IN LIEU OF STRUCTURAL PRhIELS OR RIGIO CEII.IBO USE PURL:NSF
CHORD 9PRC1NO{N OC1 OUST IFI; ENDIFFI
TC 24 -1.00 ' 27.00
BC B6 045 6.71
BC B6 6.57 . 1Q.15
5.71 14.00
9C SO 10.15 15.71
RE MD 14.00.5 10.557
06 15.71 17.43
A9 14.013 15.29
O9 17.43 17.43
89 19.29 25,05
PT.1fl11E' "
T1J4B
PLT. TYP.-WRVE
EC
00
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Tsa/TPizam term Co/RT-t.0011.251/IDc m QTY= 14 TOTRL- 14
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NA ITN 111110C8ACMRE EXnFAE TRE 01 nalICH 11Ht, FwFa I 1 6HIPPINa INSTALLING RO
11,9i1TLITE fwil 1813 01 a1.03
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�FRICRIIC0RR NC,1�T0930 ENTGRPR1 ma. ULLESS pK£�}tLD I1g/�WIIAin ll 6117191 FIRR'SFFFIY FRACC81I1CFS PRIOR T9 PAFORN44G
Ffrl'E
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cc DIOS9. DE:51W coicIt Y11N ERULF PFINISIQO DI IIAt INO11omi aFurrat mu,
4PVn 1 0Jr!. IILIINI CANMCC10A PRATES 'PRE MON OF to/L0'I1CI1 6Y,R/9/M fa91 IB!3 a TVE
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11CCES111UR, PWA AN$I/IPI 1 SEC. i.
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REF
BRIE 02-23-2907
ORWG
CLP
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OUR .FRC. 1 • 15
SPRCtNG 24.0"
TYPE HIP_.RTIC
LeeZ/EZ/Ze
10
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A
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M
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A n
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4098594605
COON N831S3M
-U
1>
rri
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Metes 2x4 OF -L Stud
Gehl a end supporta 0" .max rake overhang.
011 Continuous lateral Hrooing equally spaced an flasher.
III LIEU ET STRUCTURAL PHNELS OR RIGID CEILING U� PIIRLIHSr
010841 SPRCIHGCIN GO SIFRTIFTI E1101FT)
TC 24 -1.0027.00
BC 120 0.00 26.00
0
J
10'
T11IG MEG. PREPFIRM FROM COMPUTER 1!d4J1 (L0605 & OIIENSIONSISUBH1T1E0 BY TRUSS MFR.
90 nph wird 1.5.O0 rt noon hot , ASCE 7-02, CLOSED bldg, not Ioan ted within °.50
Ft Fran raoF edge, CAT II, EP 131 wird TC OL•0.O par, wind OC 0L=0.0 par.
All plolae are 271 exoapt as naiad.
Sen NUS 0161ISEE0405, GBLLE1114041$, S 0610RSf00405 Far ne-n r_qulr=nonts.
PlrI ins are !boon to lnal ante required wooing enPur 1n s Veit grade
or,nntnilan and pl aownant anal l comply with tree OuYIdfng Deeigner'&
requirements.
Deflection moats L/240 live and L/l90 total load.
10'
L Fgg77
1IE-=14'7'0
TC TYp.�YAVE
14'
26'
Rv-13SpIF U-.LOOpIF Vnl'i'
12'
Rvrll9plr
IRCFTPI2002I9TU) Cq/¢1-1.00(1.25In0t m OTY- 2 TOTAL= 2
rywaMI its MASER 1Gf1U(ThE EAIPERE COREININ FABPICRUImO. 1e11ALIma CRIPPtH6 1NPIALURa AND
MICING.
00.
WOOD
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net FAICTIMM. VHF A
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r TVA
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0661011 EP/L
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ORM AO 111 9! 6ai e, e1mn Y PATES Ie nem ACE R'_" -.S !Ha 40_ESS an_IVISE LLOW!A
MA MOAN E0611NR1 PER WMIN6Y IRA •I. PIA 11IZPEC1IW or H.AIE1 AaLAIYEO IFF II) MOLL
1ryIISNE PER RIPEN Fra SOF IPI 1-22QA ICC. 3 1Ilily gpAUL ON 1HI9 °HAMA IIDICAIEP +1CO,FTI4CE a1
pEunmjt ReEcsnaAPm P/61/7P1 L F Insto1 Hat�IPJ 1 F0A ANY ELY 'MIIDIIO ITINE t TIM RAMIFOeienin OF 1HE Euiw!1G
H
Ia]OOPIF V=12'
ROTRRKE - 1'S"
RTGHT JIG - 14'7'0
REV. 7.25.0411.15 SCRLE 01952
TC LL
TC OL
BC OL
BC LL
Tar.Ln.
40.0psf
7.0psF
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REF
BATE 02-23-2007
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SPACING 21.0"
TYPE GRBL
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0
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11-15 OIG. PREPR7IEG FROM Cl31PUitf INFUT U.OWIS ROIi'EtIsI0NS)51.i31IT1ED 0Y TRUSS RFA.
Top chore 2x6 OF -4. 42 N.
Dol chore 2x4 OF -L 2400°-2.DE U
Lobs 2x1 OF -L Stud _
IN LIEU CF BTRUCTLWRL PFd1ELS OR RIGID CEILING USE PUIILINS:
CHnho SPACINGEIII OC) 9TART WTI 'ENOCF11
TC 24 • -0.09 ' 40L00
TC 24 0.44 1D.14
TC 24 0.005.88
TC 24 2.91 1^2.61.
TC 66 0.I4 0S`69
`a CJ
----2' 10"14
, NXRIRT
90 mph wand 15.00Ft.aeon hnt, ASCE 7-02, CLOSED bldg, not located 'Nhtn 4.50
Ft Pros rest edge, CRTSIIT EXP 0, land TC OL -0.0 psF, wind AC OL=O.n per.
Pur line are shown to aidl0ots required pooln9 on lq Purl 1n 6120, Breda,
arlw'totten and plooemant ohall comp lid with Eno BuT[dins Deary:er'a
requirements.
/Oer loot ton meets L/2404 We.and L/180 toted look),
a 3, ,J
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t
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PLT.'TYP.PVRVEvS
Rv-4194 U-1.8011.11-5-74
IOCPIPtrOacOlo Cq/R1-1.0011.551/101 0) OTY- 16 TOTAL= 16
11 NI11p11p19191Ea 1R0UTAS DruIpI CRU IA FlwMCATWO NNnL16 INIPP0F6 I[ATPLLLMOPIIU
FETCIH TO csi 1.02 IBIIILOUL Cn PO1[M' 4WWETY 1W0 'NTIMI PU91 qtw Fv FPI IIF%IS
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REV.
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PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
'TO FIELD INSPECTION CORRECTIONS
REVIEWED
VALLEY C{JI�� G DIViSIONE
)3/
'r
u
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s/ue o� los-
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City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague A ' rvJ. #106. Spokane Valley, Washington 99205 - Tel 503-666-0035 - Fax 503-583-0037
Following is a typiml cross -s_ Zoe for a residential garages It may not represent the proposed project If you are using this derma
as a po-5on of your plan submittal, please complete the requested infor.r a5on in the bcxees provided on both sides of this sheet
This completed sheet, along with any addi5onal i nfo; �a5on needs to be submitted with your apliim5on and be on site at the time
of itspec5on.
PROTECTION AND OPENINGS BETWEEN
DVIIELLINGS AND FRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' SlS' TYPE X. GYP BOARD (HABITABLE SPACE ABOVE)
' 112" GYP BOARD (RESIDENCEJATTIC, FLOOP/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOUD WOOD DOOR, SOUD OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ FT. TO 3000 SQ. FT.
LECTION A -A
NOTE:
Diagonal wall bracing required on
each comer and every 25 het of wall.
Walls within 3 feet of a property fine or
wit5in 6 feet of a dwelling must be 1 hour
rated. (5I8" type 'X' gypsum sheathing
on both sides of wall). Openings are not
permitted in these malts. Garages over
3,000 sq. R require protection when
closer than 20 feet b the property fine.
Parapets mzy be required.
1NEERED TRUSS R
RAFTER SlalEANCrSPXCING
x Z�` O.C.
t
ROOFING MATERIAL
1`S GAP
BE ;WEE SHEATHING ROOFING PAPER
wll/1/4)
ishL ROOF
�3 SHEATHING
P.k CRN Tr<
S6t1V15tOGf4NG
BET EEN.TRUSSES
24" MIN.
MLA)
WALL SHEATHING
.4
6" MIN.
24"MIN.
(2) #4 REBAR
SIDING
6' MIN.
DOUBLE TOP PLATE
WALL HEIGHT 1
2x .6@, Z`rO.C.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
3111---TlT1
6' MIN --
•s
24' MIN.
6"xl
FOOTING
AN91;1OR BOLTS
12'x8' MIN.
(T INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: Z L SC 3 D
GARAGE OPENING AND HEADER SI7F. C2) Z )‹ I 2—
INDICATE
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
J
NM.
REDG E i
WIDTH
E
1
L J
IdoX g
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.
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
1
'zq
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
& PORCHES - 3500 # PSI
ALL FOOTINGS MUST BE CONTINUOUS
M'") c-2) Z X I Z 1k( erY-3
_
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (Two braced wall segments)
r Extent of header (One braced wall segment)
Anchor bolt per R403.1 .6 Typ.
Foundation per code
Side Elevation
,Sheathing filler
if needed
16d sinker
nails in 2 rows
@3"o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
Max.
height
10'
*
o t i c
Min. 3" x 11-1/4" net header
•.e
< tau
i LL
0,0
";o
:...,°;°
` '$"�
b '
;
-
IL
L
2' to 18' (finished width)
Fasten sheathing to header with Top plate
8d common nails in 3 grid continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3.2
1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
Braced wall
segment per
If panel splice is needed it shall g
occur within 24" of mid -height. R602.10.5
Blocking is not required.
No. of
Min. width based on 6:1 jack studs
height -to -width ratio: For per table
example:16" min. for 8' height R502.5(1&2)
Min. 2"x2"x3/16" plate washer
�t
' '
�; . ;e;°
.1`01\
, ..
et°
e . ' ;,,°
c';°i 1e;a
,, , °.
o,2. ,e°
o;o o o
1
ell ;,,;.
-;0; :o;e
1't`1`7.--''tai-S
Anchor bolt per R403.1 .6 Typ.
Foundation per code
Side Elevation
,Sheathing filler
if needed
16d sinker
nails in 2 rows
@3"o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale