2006, 11-14 Permit App: 06004480 Addition, Reroof Project Number: 06004480 Inv: 1 Application Date: 11/14/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 15X15 ADDITION,REROOF Contact: ARMSTRONG,KIRK&MARCIE
Address: 4722 S TIPAWAY ST
C-S-Z: SPOKANE VALLEY,WA 99206
Setbacks:Front Left: Right: Rear: Phone: (509)927-9175
Group Name:
Site Information: Project Name:
Plat Key: 001742 Name: MYRON EST#6 District: H
Parcel Number: 44042.1809 Block: Lot:
SiteAddress: 4722 S TIPAWAY ST Owner:Name: ARMSTRONG,KIRK&MARCIE
Address: 4722 S TIPAWAY ST
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: .00 Acres Width: 100 Depth: 150 Right Of Way(ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information: ;�, .
Review
Flood Plain Released,By:
Originally Released: 11/9/2006 By: amblake
Building Plan Review Released',By:
Originally Released: 11/14/2006 By: TMELBOU
Landuse/Zoning/HE Conditions Released By:
Originally Released: 11/9/2006 By: MBASINGE
Sewer Review Released By:
Originally Released: 11/9/2006 By: amblake
Operator: AMB Printed By: jmm Print Date: 11/14/2006
Project Number: 06004480 Inv: 1 Application Date: 11/14/2006 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
RES ADD R-3 VB 172 $14,855.64 172 $14,855.64
Totals: 172 $14,855.64 172 $14,855.64
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $251.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $100.50
Permit Total Fees: $356.25
Payment Summary: w , ,. s .:_,ate wW
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $356.25 $356.25 $0.00 $356.25
$356.25 $356.25 $0.00 $356.25
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: jmm Print Date: 11/14/2006
Project Number: 06004480 Inv: 1 Application Date: 11/9/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
: '.xs ..sm 44'B d✓.w*.raS,i-ai.wrm...^ 3i E:--',` -;K. w "..i»k r �'., Rte. ","..F: Yee.., '",yy .baa „z_'iLa?^" t.„ea
Permit Use: 15X15 ADDITION,REROOF Contact: ARMSTRONG,KIRK&MARCIE
Address: 4722 S TIPAWAY ST
C-S-Z: SPOKANE VALLEY,WA 99206
Setbacks:Front Left: Right: Rear: Phone: (509)927-9175
Group Name:
Site Information: Project Name:
Plat Key: 001742 Name: MYRON EST#6 District: H
Parcel Number: 44042.1809 Block: Lot:
SiteAddress: 4722 S TIPAWAY ST Owner:Name: ARMSTRONG,KIRK&MARCIE
Address: 4722 S TIPAWAY ST
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: COQ—�>
Water District: Hold: ❑
Area: .00 Acres Width: 100 Depth: 150 Right Of Way(ft): 50
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Review
Flood Plain Released',By:
Originally Released: 11/9/2006 By: amblake
Building Plan Review Released By: T 04, ft .'
Landuse/Zoning/HE Conditions
Released By:
Sewer Review Released',By:
Originally Released: 11/9/2006 By: amblake
Permits: r r:.n ,, . , ,x,u ,. . . :k TV_LISW- _ M ,.. 7M 4 .F..Wz
Operator: AMB Printed By: AMB Print Date: 11/9/2006
2'4
_ Permit CeDter
• ► fv.ei k�I Ike 11707E Sprague Ave, Suite I t PERMIT NUNOEP• 4
YY Spokane Valley,WA 99206:] i;,, PERMIT
ey (509)688-0036 FAX: (9590290)66'3'8_0'
509)6$8-0037 NOV 0 ,. ,F. , ,
CoramunhtyDevelopment W+'w.spOkan ?evalleV.ora.CO -)1 _� �
''c fl �
'.4-,
Li_":),! ;i.1' i l i;,;� 'vl\-J
Residential Construction o New Constr'uctiar ' o Accessory Bldg
Permit Application .Addition/Remodel o Deck
o Other:
SITE ADDRESS 4 722 5, Tim&JA y
ASSESSORS PARCEL NO: `'i a 0'f Z.I$01 LEGAL DESCRIPTION: M 4 RoN1 ESTA TES Na.6 L`i 6 i/
•
Building owner ,*,.._ ._. .4I _Contractor, .7.1:.::`:1''4.,,-',:. .: :-. --
Name: 1<,RK ' l44itcrE /UM 5i-v oN6 Name: owA/Ci.
Address: /-/7)-2 S, 'r,04A14 y Address:
City: So o itA wE ilA 4 i Si' Zip: 9 9266 City: Zip:
Phone: 9,2 7-c1 t?S Fax: Phone: Fax:
Lic No: Exp.Date:
•
�:.:�. . .. ... .... _..._ .. .._. City Business Lic No:
Name: CFM erzoiJ BALI-
Phone:
ALIPhone: `19g-39o3
Describe the scope of work in detail: Cost of Project: $ zs O°o•
bits,06 ROOM A6A,sto,4
•
i -lto0F w1n'i 30'Eaa AAGNIt.GrU 4e. n.ti it C"RcatAer cKiSr%.44 GE64,e cRAKES>
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE
ib' 15 It 1ST 1 Z /72146---t42 Pr
MAIN FLOOR TO SQ. 2N`f FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: 5rng-%4G AREA:
1�s�1 ? Z 1.11,4 .14_5- ,.,/A
FINISHED BASEMENT GARAGE SQ.�G: DECK/COV. P T SQ. FTG: 30% SLOPES ON
SQ. FTG: 5-3 PROPERTY: --
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
woo6 FRAME Foitce-A A i2 G,45 SEAAIEA
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 be processed.
Signature zfrk14i (c/' Date //— / — ad
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
0 Cash 0 Check 0 Mastercard 0 VISA 0 Other
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 8/252005
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WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°" FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Glazing Glazing U-Factor Door9 Wall12 Wall? Wall? slabfi
Option Areal': U- Ceiling2 Vaulted above int ext Floors on
of floor „ Factor Ceiling Grade Below Below Grade
Vertical Overhead 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-301 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
* 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
ENERGY PROGRAM
N 1
7 ' 2'8'MN.WIDTH
7/16"OSB SHEATHING
3/8"MIN.
v NAILED wiTH Sd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R602.3(1)AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
\
_-_7
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...G„.. ...
1 =----- .7 ----,
,-,---- -
..
- _,, E •=_=-• _
: "---- .: .,-----
, - •----' - '',.-"==
• --:-- ; =
-,7-----
--
•' -'' . =.-
SIMPSON UPLIFT i =e- - ----
1,800 POUNDS ___
. d
- • • = BACK
1 / 1 '• -
.. •.-
IrwTlk,,„• 0101111111111111MR 211S:;01111111ELVIIM
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- ''.'. RECOMMENDED HOLD
i
:
.. IN 8"FROM
BRACING EDGE OFPANEL
. . •
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- •
4 ,
" • _
" ••=."-itlfilin•. in ir I,NI:. IDONIMMilli Milinlimullglionilaii,
..G.OE,1160111111- •aNIMIENN II i:•.4,--- r: : IN FIRST STORY OF
.• • TWO-STORY BUILDINGS,
".'. "'•'I ',"• ".'• ' ".'• "-'• ' ill. .
. . eg . • SHALL HAVE AT LEAST THRF-E
0, d a . d a t•
• . _
--- ANCHORONE-FIFTH BOLTS,PLACED AT
, ,.-,. '...;, I . ... . '. . . '. • '. \
-IR 315,,m,N,I,4 miligoireiinguien',,.hi POINTS
' .... .°,e,.; .°,6•• ..a.. 1.. .'‘,.. .'t• \
1 *O.L. Z1,.• .. cli a, a,L. e,•
.a ..0'a .'"Ire 0'a .'d•a"f4,a ..d It .4 d
,e.•4 a., 0... O.! L. 0,.L. 0.•
! ••• • d.a .4d, . 0, .'d, .'d, .‘0, .'O• , .° SIMPSON UPLIFT
STRAP
•
1. . 01. . 0.4 . 0.a . 4.a . 0.‘ . 0 a . 4 a . • 0 • 0 • ° • • ° • ° * ° • 1,000 POUNDS
'•'. ''.'4 '..4 "4 '..4 '.'0 '•'0 'L.4 •••
TWO ANCHOR BOLTS
INSTALLED IN ACCORDANCE . , .
WITH FIGURE R403.1(1)SHALL 1,.. . d, . 0 a . b, . . e
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE .
PLACED AT PANEL QUARTER 41.1 r5ibA -ro P 150'ic,M
SCALE:1"..,--1'-0"
I
POINTS o F 50 u NI 0 kil 0 7.1
WALL—
ALTERNATE BRACING
PANEL
Ra2 ID D.kt.TER,A11 LILACLI)V6.ALL PANELS 4
1.......=... ..=--4.•44...-""....-4..4-
• City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprauge Avenue,#106,Spokane Valley, Washington 99206- Tel 509-921-1000-Fax 509-921-1008
•
1-1/4" to 2" maximum
"71
/-
6'.8"� mtnimum
o 34"-38" Handrail
Return ends to wall,or _
terminate at newell post
i
•
Nosing 34"— 38"
of trea
Intermediate rail spacing or
pattern so that 4-inch sphere
cannot pass through
• 4"
4"
i
Triangular area formed by tread, -- 6
riser and guardrail so that 6 in
sphere can not pass through •
•
.
I
•
AEQUIREDWIDTH OFAUNSHALL REQUIRED WIDTH OFRUNSHALL Stair Dimensions
B E PROVIDED INTH[S LOCATION BEPROVIDED INTHIS LOCATION
(SECTION 1003.3.3.8.2) ECTJON1003.3.3.R.2} 1 Width(36" minimunj)) „
Fit* NOTE:HANDRAILSTSHNFORR1 Rise(4" minimum-,8^'maximum)
. 41 I 1 Run (minimum)
4161116 —6MIN 1
,�` MI
The greatest riser height within any flight of
CMM.
Pl. M stairs shall not exceed the samllcst by more
than 3/8". Stair treads shall be of uniform size
4.`�o ,y� NOTE:HANORAtLSN07 and shape,except the largest tread run within
�1 .0÷‘
� `cp). SHOWN FOR CLARITY I any flight of stairs shall not exceed the smallest
STAIRWAY WIDTH
g e•• LIMITATION:APPLIES TO R-3 OCCUPANCY •(SEcTioN1003.3.3.82) by more than 3/8 inch.
S`�' AND PRN.(TE STAIR WCYS IN R-I OCCUPANCY 1 N
PLAN VIEW PLAN VIEW
Handrails —"I•1N .541,t. AA&x 11 "
WINDING STAIRWAY ALTERNATE USE OF WINDERS 1 One required(two required if stair is open on
•
• sides)if there arc four or more risers.
STT BEAD WIDT•lt
Height(34" to 38" above nosing of treads).
:GHTWITHDJANY r �'? MVOMUM94�-INCH
FSTAIICS SHALL r RISE BETWEEN TREADS
7 g r� 1 Projection(1-1/2 between handrail and wall).
)1,11003338.114::)1{ *II. 6p. / `T1,2 u1N. 1 Handrails shall be continuous the full length
rig'� p= // �\ of the stairs.Ends shall be returned or shall
` '` terminate in newel posts or safety terminals.
• Ai% �'`►-`]��lGuardrails
• ,
� 5� CENTER Z-� 1 Required if 30" or more above gradc.
i �' P� 1 Height(36"high at landings-handrail height
�rG LIMrrATtoHs: atsteps).
�� 1. ONLY APPLIES TO RJ OCCUPANCY• R-1AND COCCUPANcIES PRIVATE A�M 1 Openings(small enough that a 4" diameter
Z OR 4OO TO SERVING
FOR FEET MAXIMUM. sphere can not pass through). •
PLAN VIEW PLAN VIEW
CIRCULAR STAIRWAY • • SPIRAL STAIRWAY
ACCEPTABLE SHAPES AND INSTALLATIONS--HANDRAIL
1-1/CTor NTO/Z4"M/N
•
WALL . s' a.4.1
4
_`r!a i:K;'FY r!� :'r!is r`!wit!u�i!:}IPNS:c; !EE!ji+!iiit!i n. oig,0
- Ww— .1"1104tra., - 1' 1-1/4•TO Z'
HANDRAIL MIN.
_:.......0111111 �#
y Jaz q3Iii".:i 4IJ!4 Y1111,I/811:H,;-�irallliifi ri.rt!li"411R4:.;•�.,`�`:�r:`i �`- �'
WALL �r0
NOT ACCEPTABLE
•
THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH
• THE'CONTINUOUS TERMINOLOGY IN THE CODE
HANDRAIL CONTINUITY
•
•
I ,.i _
L • "ItAll
II O
•
NOTACCEPTABLE NOT ACCEPTABLE
ote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted for accuracy.
ument is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga-
'detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or
he appropriate division or staff.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
ylt.1z S. Tiemaay Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 >>}
_ 5c4t c_ yy",I' Min. 16, 18 or 20 in.APA Portal Frame Bracing
pkacsz_0,Noy. .,rso7 Engineered Shear Wall Bracing
E MERGENCY=MESS REOUIREMENTS
_ FROM MEM*ROOMS DECKS: Ledger board requires'/2"lag bolt @ 16"o.c.with
11 NE 1 CI EAR OPENING_ 5.7 SQUARE FEET flashing behind.Guardrail 36 in.high required if floor more than
til:VI f t OOR OPENING(MAX 441 5.0 SQUARE FEET 30 in.above grade.Picket spacing no more than 4 in.apart.Posts
2'to i t't ^r "1iNl;HEIGHT PP in
INCHES INCHES
? •.t T r i I ',.o,V10
require a roved base and beam connectors.Min.24 .frost
1H 20
•_.t i•:s ••! , -,., .+EIGHT 44'ABOVE FLOOR protection to finish grade with min. 12 in.footing base.
)i 1...r.1Lnui ,L�i;ANt&RESCUE OPENING SHALL.6E
OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT
THE USE OF KEYS OR Tails 15/ n
t SMOKE ALARMS SHALL BE INTERCON-
NECTED AND HARD WIRED IN SUCH A 6-46 FAST-
MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL ALARMS. 1 LAnID„s�7
(BEDROOMS, AREAS APPROACHING ; t N t.„) 1-)44
BEDROOMS , VAULTED CEILING
WITH RISE OF 24' & ON EACH FLOOR) BcAdm. i'O cA -4 ta."c 1-'''e°
Fbi- ca..o,- st*,s.t4-1r4Y
WHEN INTERIOR ALTERATIONS,REPAIRS OR ADDITIONSrsS
REQUIRING A PERMIT OCCUR,OR WHEN ONE OR MORE ---- —_.._ Cro ae s�� Q+9 w
SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING 50 5L..,6E,2
DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED E 3-.2.x{o N MDE-8.- ,eAm ( o c-‘<&T d it-
WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
• DWELLINGS. ( &tn>$t 64644449t—
LANDING required on both sides of exit doors with min.size of �
3 ft.measured in direction of travel by 3 ft. or width of door if PROPoSet, !
greater,and not lower than 1 '/2 in.below threshold.Landings,,C, (2 amortit
required at other exterior doors is a minimum size of 3 ft travel y r E 6 p,. o ? v
distance by width of door,and not lower than 7'/<in.below h
threshold provided the door does not swing over the landing. o g t t,5 SQ'F T' i H 1
o ti 41
V,r, 1 M1/4n`O i
.i NN
i2 cF
2,41'0.C,
II p„ •
D ;tci+
.,
_ 1.,k
Efsn.+& oPEJIr.6.
I __ -'v AccE>S To hJ6,4 ATTfc
} Ti.IPaJGN a+15TI0v q,uaF pd CAF.IAMe.
__ Attic Accessible
Ex'sT(46 12E51Dt=J C1 by 22'x30”
>>>/
LANDING required on both sides of exit doors with min.size of
3 ft.measured in direction of travel by 3 ft.or width of door if
greater,and not lower than 1 '/2 in.below threshold.Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door,and not lower than 7'/.in.below
Minimum depth for frost protection in the City of
threshold provided the door does not swing over the landing.
Spokane Valley is 24 inches measured from the bottom
of the footing to finish grade. Grade slope away from { {
building a minimum 6 inches in first 10 feet. I 1
I DIV i
II _ _. ._ — _ _ — ..._. _ _ _ Ma c.1 � "
Radon Mitigation System Required I I_ __ �_
If Vents Subject to Closure I
6 mil Vapor Barrier Required � I- — - -Under Ffoor Veniiilalion — — — — — . — —— — /ccoc S �/"�n
1 Sq Ft per every 150 Sq Ft of under I L/
floor space area. 1 ventilating opening shall. o I 4..
be within 3 feet of each corner.Openings
shall be covered with approved material.
bet 12'` Got-1C Y°I
1"-ooTtit.:(7
i I O�JFi,-J SF1E6 SraFA&E ARM —
EI,poR INRAI J
{ G(LA Et- Fi,002 I { Coricac re
Blocking required at mid I v3 (. 4 0 e i i p u s
height in unfinished I I p AR pU, '
bearing walls I { I i E><is c4asE
tc: II
PRIX 9E SOLID BLOCKING UNDER ALL COLUMNS
. CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1} BEARING WALLS AND SHEAR WALLS.
FOUNDATION WALLS-3000# PSI PROVIDE DOUBLEJOINTS(MIN)UNDERALL WALLS
SLABS, GARAGES, CARPORTS
i.f>i,,A, S1,bk:ric PARALLEL TO SPAN U N.O.
& PORCHES-3500 # PSI PROVIDE DOUBLE STUDS(MIN)TO FOUNDATION
UNDER ALL HIP AND GIRDER TRUSSES U.N.O.
ALL FOOTINGS MUST BE CONTINUOUS PROVIDE SHEAR CONNECTION FROM INTERIOR
SHEAR WALLS TO TRUSSES OR JOISTS ABOVE.
i w
N1101.3.1 —Attic insulation certification required as to 4
1
R—value or coverage. Markers, attached to trusses or 1
1/49
rafters, required for every 300 sf of attic space with 1 I
inch high numbers for installed thickness of insulation.
6 t kl"
•
1/8" GAPAttic Ventilation Z
I�F�FcLT vNov 3c., c��Ep g E T 1 Sq Ft -r every 300 Sq Fto sp- e s, ,7,
/taGN. (tcoF NGS iNEEN SHEATN�N ventilate. with at least 50%i the pper � j Iti
felt for ice portion • roof area.
2 t66 Swt:AT>'1irs6 �� �ATr GH E%! �
darn " trtd�b�
ATTIC- Attf� ccessible � _
€xrd ti �, by 22' 30"
soot,j4 ter ISS pfG1r►GC-RIA Lai O.e.
t.cmf-4-6- coat
a.444.CAtJr TIC G.-3$ t?,L.oW•J t hi$0LAT.yr1
54"p -14At.t.-c.Eh....(06,
v+sose j
504.1r Z„ bitYwdt-t.. -WALLS
NC, I'ACSI Q
- 2.1l. s'NDS (6"o c. Lil
iz,-,/(pa J LA•-tO r•
24 a w
T ty
ze.. 34,1 C+6 os a c,(.0 1"")B FL.'� ,3
`' Zo �
lt� � oDR Ib�STS 16f40.t, %
\2
"i 0,10 rNS'c.At+oni tN Fr<oaie
z.-1 Zen
t-tt 6iDt,�(� t » b j
�---T Anchor Bolts- Minimum /z x 10"with 7"concrete o b S
embedment at 6' o.c. and 12" from ends of sill plates...
e______2.v6 e.,/"Ob (4.- o.c
= n
Ea.i GSE rG - p2Essv�t ra ATc-D l b 11 Q
____ __ i a
)oaD �-- (a," coI-iC Fot.3/4 AY+Ort +u,/A.t,L '4;7.4L" aotTS GFray N' tr` -.""
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