2008, 03-19 Permit App: 08000882 Deck project Number: 08000882 Inv: I Application Date: 3/19/2008 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: NEW 120 SF DECK Contact: CAPSTONE CONSTRUCTION
Address: PO BOX 388
C-S-Z: NINE MILE FALLS,WA 99026
Setbacks:Front Left: Right: Rear: Phone: (509)468-4981
Group Name:
Site Information: Project Name:
Plat Key: Name: Range District: East
Parcel Number: 45231.3110 Block: Lot:
SiteAddress: 14815 E 2ND AVE Owner:Name: ABLEMAN,JOANN M
Address: 14817 E 2ND AVE
Location::CSV SPOKANE VALLEY,WA 99216
Zoning: CF Community Facilities
Water District: 010 VERA Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: „„.„ .
Review
Building Plan Review Released:By,
Originally Released: 3/19/2008 By: tmelbourn
Landuse/Zoning/HE Conditions Released By:
Originally Released: 3/13/2008 By: mpalaniuk
Operator: jmm Printed By: jmm Print Date: 3/19/2008
Project Number: 08000882 Inv: 1 Application Date: 3/19/2008 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: CAPSTONE CONSTRUCTION Firm: CAPSTONE CONSTRUCTION
Address: 2917 E FRANCIS Phone: (509)468-4981
SPOKANE WA 99208
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
DECK OPEN R-3 VB 120 $1,800.00 120 $1,800.00
Totals: 120 $1,800.00 120 $1,800.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $69.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $27.70
Permit Total Fees: $101.45
Payment Summary:
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $101.45 $101.45 $0.00 $101.45
$101.45 $101.45 $0.00 $101.45
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: jmm Printed By: jmm Print Date: 3/19/2008
New project
Project Previous pre-app meeting ,
spokane Transmittal Plan revisions ❑
City of Spokane Valley Transmittal Date:
4001100"ValleY
Community Development Thursday,March 13,2008
Department
11703 E.Sprague Ave,Suite B3
Spokane Valley,WA 99206
Phone:509.688.0036
Site Address: 14815 E 2ND AVE Project Number: 08000882
Parcel Number: 45231.3110
Zoning: CF Water District: VERA
Fire District: FD 01
Applicant: CAPSTONE CONSTRUCTION Owner: ABLEMAN, JOANN M
PO BOX 388 14817 E 2ND AVE
NINE MILE FALLS, WA 99026 SPOKANE VALLEY, WA 99216
(509) 468-4981
e-mail: e-mail:
Contact: CAPSTONE CONSTRUCTION Occupant:
PO BOX 388
NINE MILE FALLS, WA 99026 e-mail:
(509) 468-4981
e-mail: IVECEH
Contractor: CAPSTONE CONSTRUCTION Arch/Engineer: D
2917 E FRANCIS
SPOKANE WA 99208 [�
(509) 468-4981
e-mail: 0 D Q L
Project NEW 120 SF DECK
Description:
Building Landuse Engineer Utilities Health Fire Dist Assessor
APPLICATION
CONSTRUCTION PLAN
SITE PLAN
TDS
S �
Please send all plan review and project comments via e-mail to the
highlighted individuals.
For City Use_Only
SCITY OF PLUS Project Number J-(7 . 2
po1ine Project Address /Lf 8/c � 2pLaie
a Q °
11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206
509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org
As part of our on-going commitment to customer service during the review process of your project
application, we are providing you with a TARGET DATE for the initial technical application review. If for
any reason we cannot meet this date, we will contact you with a revised target date.
Your application review TARGET DATE is -" / fj
-
The TARGET DATE is the date we estimate your project application will have had its initial technical
review. It is not the date for approval or permit issuance.
Tips for a Smoother Project Application Review
➢ Submit complete, accurate plans and documents.
Extra time may be required for re-submittals as project application reviewers work on multiple applications and it
may be several days before they can look at your new or revised information.
➢ Designate a specific contact person to communicate with the City.
While the person designated as the applicant's contact person hthe the City can be changed, one individual with the
expertise for dealing with reviewer comments would be the best choice for the entire review process.
> Call staff regarding the status of your project only after the target date shown at the top of the page.
Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us
by your target date. Staff may contact you before the target date if the initial review is complete. By following this
procedure,you will save time and allow the reviewers to complete the work more expeditiously.
Steps in thePermit Process
1. Counter Complete. Your application has been accepted as counter complete. This means all of the required
documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred
submittal. This does not prevent technical staff from requesting additional information as a result of their technical review.
2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free
from substantive flaws that would prevent technical staff from completing the technical review once it is started. When
this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it
comes up for review.
3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance
review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by
phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete.
4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re-
submittals, each reviewer will approve their section ofthe application and route it to the Permit Center. When all sections
of the application are received, a Permit Specialist will process the application and contact the person specified on your
application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by
the Permit Specialist at that time.
WHITE-APPLICANT PINK-BUILDING FILE REV 9/07
F
1PLANNIN
G DEPT. APPROVED
ws
4147'
BY.
� A
J DATE: 3/ 3 /2.00
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140,45;
SL; acc.K -vf.^ > C,11.- To 'GP ; s iE RIN
1.\)0 St\ouJ.NJ -6u PE,"r y P2o v i t —S
ISO-c- YUN "&A .T /•J (YE- )40
r �
sr0i-I
A " of
S "on
T .,.
3'.0"maximum --r{ IT
—�3"maximum akar Deotlng
T
36"
Olderminimum .
-
•
•
36" Itit L(�b •
minimum Z x O
q ', _ .. I ledger attachment must be bolted through
1 _ ,lr
Decking �11-11-/1-II 1111 11I�.1-1,1
amender. 1 1 / 1 1 a
omedge of _ - - .. ...�
a center oflialri
rel-th" ir J- J L
MUM
aaa
• Joist z
! o-t @�G`aac
Joist Up eeter then 4'-0"
�_ 2X f/ - provide
racmmin.
p, 1
If greeter than 4'-0" U Aa4 braces and port- i• •
to-beam connectionsWitting Dwelling
provide■min.of /6 0 C
4x4 braces at poet-
to-beam connealions (Maximum Post
Height shall not be
(Maximum Post more an 10 feet)
Height rhell not be
more than 10 feet)
IFM.0 •i ' •.7 . •:" • ice•, I•'�t tigll=IIM11`'r=1.=i �-- . rrEffl
•It y• •• illIS t •ai
... m l•• 1• • •1"
pouf ",`4'
.i)`.4 end baseu p • Post&Beam Connection detail(interior condition)
FtiJ,j 1"min above concrete or Pmt Cap Installed per maxuhotruer',Instruction
uld ,provide treated wood
II"min.
8'min lb;. , �•+•(4x4)
LI Jr. I
r inimum 2000 psi
Knee brace
r r•� "�,.. P K. 5 y cant
n {". r• fooling , r r '
minimum
]tif covered 12"min lam`�; /,/I: 3"minimum =!'4 ' HINDI•' I#1r'NP
r 1.1....L J-1 :7U `�I!"��!` -41 �.1yr � �•4 i ,ilrlg"min.(4x4)
F r_�t,_ r Two 1/2"diameter is u�• Kne brace
Natural Gnda�
�� "} bolls lop end bottom typical 1.` � b.
Post&Beam Connection detail
T min to drylighl l2rr Poet Pat oil cap installed per menu6elurer's instruction
�'�. els!buacep
N6F4 1"min.above concrete or la"min. ' 1
Sli�l,I ride healed wood 24 max. —a.� (4x4) -ry
'hl'� Overhang I Knee brace
kl r'0 1,= tW 1 7 '4,1 'learn
:;.r.•:•: ./ minimum ( \f� k
t7 till + i14.' .J�II,-4 ^-A°,�5,, 7
2000 psi concrete(minimum I r; n r;. 24"minimum if covered ,,
.lj 'r •,7i.."11%.'
if.. IS"min.(4x4) ,. : 6'
7"midmum , 1 r�"s 12"minimum i`; r
�C ;; lKnee brass
_I•• ry1a. f i + I11�'i r t� Two Dr diameter lag
g♦1' `(1 bobs tap and balsam typical
.I .--I+1
Natural Grade 17"
OPEN RISER PERMITTED-41N.
SPHERE WILL NOT PASS
THROUGH OR WHERE HEIGHT OF
STAIR IS LESS THAN 30 INCHES
4-IN.SPHERE CANNOT
PASSTHROUGH
FULL 36 IN.MIN GUARD
HEIGHT PER SECT.
R316.1 AT LANDING I•.1 I I
34 IN.MIN GuARD HEIGHT PER SECT.8318.
34'TO 130 IN.MAX FOR HANDRAIL PER SECT.11315.1
38'
•
•
MAX.RISE
734 IN.
10 IN.
0-IN
MIN RUN•
I / PASSPHERE THROUGH CANNOT
•
s9
i r
VARIATION OF RISER HEIGHTS
OR TREAD DEPTHS SHALL
NOT EXCEED aB IN.
•
YL
114..4.•
NO/EM DEPTH 01. N.MINT ea
OBDUNEDrW;MtiTM w' '
PORIIONOP 4VL DRAB
TYPE EIWO/1M-
01/111.NAPO WIuAUO WORK
NAMPA&WITH CRM1U BL
PIwvuDAM OMMrHIBR OA
H,u,i ROOVIDI4OU 1 IINfR1MR
MSUMerA10 BURCALA CROS
B610110NNED B CIRCUM CROBB
•
CIRCULAR HANDRAIL +
7ttE I taoRAiI.
1 f . .
90
m
DECKS: Ledger board requires'/2"lag bolt @ 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
I require approved base and beam connectors.Min.24 in.frost
' protection to finish grade with min. 12 in. footing base.
I
f12 0 : . : .
(2. r 4
.19
L- ----------- ---------
--N.--- ---
/145rlsG2N �4v.4
- SPoteC%,.� 44.A.1 L"‘l
/i
1-71/. " 12-0
'BOA- Single 3-1/8" x 9" BOISE GLULAMTM 24F-V4/DF Floor Beam1FB01
B'C CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope Thursday, March 13, 2008 10:19
Build 91
File Name: Deck
Job Name: Description: FB01
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ICBG 5745, LA-01365 Misc:
1
f "`r ,.� . ie a 1r w
}
12-00-00
BO,3-1/2"
B1,3-1/2"
LL 1800 lbs
DL 341 lbs 1800lbs
DL 341 lbs
Total Horizontal Product Length=12-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 60 10 05-00-00
Load Disclosure
Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must
Pos. Moment 5941 ft-lbs 70.4% 100% 1 1 -,Internal be verified by anyone who would rely on
End Shear 1769 lbs 35.6% 100% 1 1 -Left output as evidence of suitability for
Total Load Defl. L/332(0.417") 72.3% 1 1 particular application.Output here based
Live Load Defl. L/395(0.351") 91.1% 1 1 on building code-accepted design
Max Defl. 0.417" 41.7% 1 1 properties and analysis methods.
Installation of BOISE engineered wood
Span/Depth 15.4 n/a. 0 1 products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO Post 3-1/2"x 3-1/8" 2141 lbs n/a 30.1% Unspecified (888)234-0056 before installation.
B1 Post 3-1/2"x 3-1/8" 2141 lbs n/a 30.1% Unspecified BC CALC®,BC FRAMER®,AJSTm,
ALLJOIST®,BC RIM BOARDT'" BCI®,
Cautions BOISE GLULAMT"',SIMPLE FRAMING
Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEMS,VERSA-LAM®,VERSA-RIM
Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. V ,VERSA-RIM®,
VERSA-STRAND®,S® VERSA-STUD®are
trademarks of Boise Wood Products,
Notes
L.L.C.
Design meets Code minimum(L/240)Total load deflection criteria.
Design meets Code minimum(L1360) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Page 1 of 1
ROI$ - Single 3-1/8" x 9" BOISE GLULAMTM 24F-V4/DF Roof Beam\RB01
Bo CALC®9.5 Design Report-US 1 span I No cantilevers 10/12 slope Thursday, March 13, 2008 10:18
Build 91
File Name: Deck
Job Name: Description: RB01
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ICBG 5745, LA-01365 Misc:
. l° .
12
1 .
12-00-00 Il
BO,3-1/2" B1,3-1/2"
DL 1241 lbs DL 1241 lbs
SL 750 lbs SL 750 lbs
Total Horizontal Product Length=12-00-00
Load Summary Live Dead Snow Wind Roof Live
Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib.
1 Standard Load Unf.Area(psf) Left 00-00-00 12-00-00 40 25 05-00-00
Load Disclosure
Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must
Pos. Moment 5525 ft-lbs 56.9% 115% 3 1 - Internal be verified by anyone who would rely on
End Shear 1645 lbs 28.8% 115% 3 1 -Left output as evidence of suitability for
Total Load Defl. L/357(0.388") 50.4% 3 1 particular application.Output here based
Live Load Defl. 0948(0.146") 25.3% 3 1 on building code-accepted design
Max Defl. 0.388" 38.8% 3 1 properties and analysis methods.
Installation of BOISE engineered wood
Span/Depth 15.4 n/a 0 1 products must be in accordance with
current Installation Guide and applicable
%Allow %Allow building codes.To obtain Installation Guide
Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call
BO Post 3-1/2"x 3-1/8" 1991 lbs n/a 28.0% Unspecified (888)234-0056 before installation.
B1 Post 3-1/2"x 3-1/8" 1991 lbs n/a 28.0% Unspecified BC CALC®,BC FRAMER®,AJSTM,
ALLJOIST®,BC RIM BOARDTM BCI®,
Cautions BOISE GLULAMTM,SIMPLE FRAMING
Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM®,VERSA-LAM®,VERSA-RIM
PLUColumn at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA
-RIM®,
For roof members with slope 1/4 /12 or less final design must ensure that pondinginstabilityVERSA-STRA Bis VERSA r duc s,
( ) g trademarks of Boise Wood Products,
will not occur. L.L.C.
For roof members with slope(1/2)/'t2 or less final design must account for Rain-on-Snow
surcharge load
Notes
Design meets Code minimum(L/180)Total load deflection criteria.
Design meets Code minimum (U240) Live load deflection criteria.
Design meets arbitrary(1") Maximum load deflection criteria.
Member Slope=0, consider drainage.
•
Page 1 of 1
• • .
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROi)F TRUSSES, BEAMS AND
FL )OR SYSTEMS PRIOR TO FRAMING
INSI'ECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR OOJE COMP IANCE
SPOKANE VALLEY BU LEUI - VISION
3 / cs