20080267 Permit Pkg 072808~pf jHfp~~ City of Yelm
~~ 9~ Community Development Department
d en
- Building Division
Phone: (360) 458-8407
YELM Fax: (360) 458-3144
Applicant:
Name: Helean, Walter
Address: 125 Circle View City: Yelm
Property Information:
Site Address: 125 Circle View
Assessor Parcel No. 81620002900 Subdivision:
Contractor Information:
Name: Applicant Contact:
Address: City:
Contractor License No: Expires:
Project Information:
Project: Helean Sun Room
Description of Work: 14x22-8 masonry sun room
Sq. Ft. per floor: (1st) 0 (2nd) 0 (3rd) 0
Heat Type (Electric, Gas, Other): OTHER
Permit No: BLD-08-0267-YL
Issue Date: 07128/2008
(Wor k must be started within 180 days)
Receipt No: 55319
Phone: 458-2416
State: WA Zip 98516
Lot:
Phone:
State: Zip:
Business License:
Garage 0 Basement 0
Fees:
Item Item Fee Base Amt Unit Fee Unit Rate
Building Permit Other 216.25 0.00 0.00 0.0000
Building Plan Review 140.56 0.00 0.00 0.0000
TOTAL FEES: E356.81
Applicant's Affadavit
No. Units Unit Desc
0.0000 $1,000
0.0000
OFFICIAL USE ONLY
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of # Sets of Prints:
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants.
easements and restrictions of record. If applying as a contractor, I futher certify that I am currently
registered in the Stat~f Washirtg~ort~' ~~ . Final Inspection:
/ / ~/ i
Signature GU ~C ~ ~~ ~~i/~~ Date ~ Z ~`~'G' Date:
Firm _ ~ ~~~~ By.
~~oF ~,r~_ p~~ City of Yelm
0
Project Information:
Project: Helean Sun Room
Description of Work: 14x22-8 masonry sun room
Site Address: 125 Circle View
Fees:
Item Acct Code
Building Permit -Other 032 001-322-10-00
Building Plan Review 100 001-345-83-00
TOTAL FEES:
Il~q O4 THE P~~I CITY OF
Y
Permit Fees Schedule
Permit No: BLD-08-0267-YL
Phone: 458-2416
State: WA Zip 98516
Assessor Parcel No. 81620002900
Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
216.25 0.00 ____ 0.00 0.0000 0.0000 $1,000
140.56 0.00 0.00 0.0000 0.0000
$356.81
a m ELM
P.O. Box 479
Yelm, WA 98597 RECEIPT No. 5 5 319
_' 360-458-3244
RECEIVED ~ ~ ~ "'THREE HiJ;dUk.G T.I'TY ;;I ~ Dt~LLARS & 81 CE2d~IS
RECEIVED FROM DATE REC. NO. AMOUNT
HELEAN, ;9ALTTJR ~~-; ,~,~,~ _hslu REF.NO.
350. ~,;. CI-I~~CK 165u
125- CI:~CLE VILtr
YEL~II i9A 98516 BUDGET.~RY
~ ~ Community Development Department
°' ~ Building Division
Phone: (360) 458-8407
YELM Fax: (360) 458-3144
Applicant:
Name: Helean, Walter
Address: 125 Circle View City: Yelm
`IIt.HEL~E
CITY OF YELM
RESIDENTIAL BUILDING PERMIT APPLICATION FORM
Pro~ectAddress: .SC', ~c ~~ y";f e ~,~/
1 ~ Parcel #:
Subdivision: Lot #: Zoning;
C New Construction ~5- Re-Model / Re-Roof /Addition ^ Home Occupation Sign
^ Plumbing ^ Mechanical ^ Mobile /Manufactured Home Placement ^ Other
Project Description/Scope of Work: ~ U -1 ~cx~ /-^
Project Value
Building Area (sq. ft) 1S' Floor 2"d Floor Garage Deck
Basement Carport Patio -~ 7y
# Bedrooms- # Bathrooms- Heating: GAS/OTHER or ELECTRIIC (Circle One)
Are there any environmentally sensitive areas located on the parcel? If yes, a
completed environmental checklist must accompany permit application.
ARCHITECT/ENGINEER LICENSE #
ADDRESS EMAIL
CITY STATE ZIP TELEPHONE
GENERAL CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
PLUMBING CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
MECHANICAL CONTRACTOR TELEPHONE
ADDRESS EMAIL
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE #
Copy of mitigation agreement with Yelm Community Schools, if applicable.
I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the
above described property will be in accordance with the laws, rules and regulations of the State of Washington and the
City of Yelm.
Applicant's Signature Date
Owner /Contractor /Owner's Agent /Contractor's Agent (Please circle one.)
All permits are non-transferable and will expire if work authorized by such permit is not begun
within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days
105 Yel»r Avenue West (360) 458-3835
PO Box 479 (360) 458-3144 FAX
Yelm., WA 98597 un4!u~.cr.yelm.wa.us
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WALL CONSTRUCTION
GY IIV. V!t
40 db
MINIMUM REINFORCEFlrEtJT FOR MASONRI' WALLS
3 IN.. 3'l, IN. CLIP ANGLE 4
ONE 'l, ~~ IN. BOLT ~
SIN. MAX.
TOP 5 IN. OF COWhdN WHICH
~~ -BOND BEAM TWO 4~ ~ IN. ~ ; ~ - - `
'a BARS STEEL ENCLOSE ANCHOR BOLTS AND
" 1 VERTICAL REINFORCEMENT ~ ' ~ R3 COLUMN
{': ~ t%
f TIES AT 8 IN.
I%" ~ ~'I MAX.
V; IN. BOLTS NOT MORE VERTICAL COLUMN ~'
THAN 4 FT O.C. IN CELLS REINFORCEMENT
i
WITH VERTICAL ROD
' 1^JHERE POSSIBLE I I
HEIGHT EMBEDDED 4 IN. h11N -:~
8 FT MAX. j
/TIE COURSE I •~~' ~ BARSI-SEE OR i
REINFORCEh4ENTS ~ I SECTION R606.10
%,1 ~ SEE SECTIONS R606.t2.2 1 3,
R606.12.3.2 and R606.12.4
'% . 9
~~ ~ DOWEL 2 FT 6 IN. SECTION C / 3! IN. W ROD
f e
LONG s18 IN. m DOWEL
~_-, ~:} ~~ ~'/ FOUNDATION
--~- ~ ~- 6 IN. MIN.
61N. ;~' - _
~'1lT.t~'/!i 18 IN. MIN + - • 0. o. ~ .~_ ,
°'n~\~~/U ~~~; + ~ ~ o, ~ `'INSPECTION OPENItJG
6 IN. NOT REQUIRED IF
`~ ~ ~=~ I. - - I INSPECTED AT THE
I ~--~~--14 IN. I 14 IN dl DETAIL "A" COURSE
FOUNDATION FOR FOUNDATION FOR
WOOD FLOOR CONCRETE FLOOR
Note: A foil bed taint must he provided. All cells conlaining vertical bars are to be filled to the top of wall and provido inspociian opening as spawn
on detail "A.' Horizontal bars are to be laid as shown on detail'B.' Lintel bars are to be laid as shown on Section C,
NOl'E: A Full hed join) must he provided. All cells containing vertical bars are to he tilled ro the top of wall and provide inspection opening as sho+vn on detail "A"
HoritunUd ban arc w he laid as shoe. n u^ detail "B" Luncl bars arc to be laid as shown un Sutinn C.
%nr S1: I inch = 25.4 mm. I Fuut = 3U•1.R nnn.
FIGURE R606.11(3)
REQUIREMENTS FOR REINFORCED MASONRY CONSTRUCTION IN SEISMIC DESIGN CATEGORY Dp, Dt OR Dz '
2006 INTERNATIONAL RESIDENTIAL CODE® 185
Job Truss Truss Type Qty Ply
BID-11 i SA SCISSORS 1 1
~ Job Reference o tional
Tacoma Truss Systems, Inc., Spanaway, WA 98387-8179 7.050 s May 22 2008 MiTek Industries, Inc. Tue Jul 1514:52:15 2008 Page 1
-2-0-0 6-7-10 11-4-0 16-0-6 22-8-0 24-8-0
,
2-0-0 6-7-10 4-8-6 4-8-6 6-7-10 2.0-0
Scale = 1:44.
I
4x8 =
4
4.0012
2x4 = 2x4 =
~ 3 1 ~ 5
I i
6 lo~
c1 ' 7 a~,
~ ~ 2 6x12 MT201i=
' 4x8 =
4x8
i 2.OOj12 '
i
11-4-0 22-8-0 ,
,
11.4-0 11-4-0
LOADING (psf) SPACING 2-0-0 CS1 DEFT in (loc) I/deft Ud ( PLATES GRIP
TCLL 25.0 Plates Increase 1.15 TC 0.65 j Vert(LL) -0.37 8 >717 240 MT20 185/148
j TCDL 7.0 i Lumber Increase 1.15 BC 0.68 Vert(TL) -0.88 2-8 >303 180 MT20H 139!111
BCLL 0.0 Rep Stress Incr NO WB 0.74 Horz(TL) 0.36 6 Na n/a
BCDL 10.0 Code IRC2006/TPI2002 (Matrix) Weight: 78 Ib ~
LUMBER BRACING
TOP CHORD 2 X 4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 2-5.7 oc
~ BOT CHORD 2 X 4 DF 2400E 2.0E purlins.
WEBS 2 X 4 HF Stud/Std BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. '
REACTIONS (Ib/size) 2=1075/0-5-8, 6=1075/0-5-8
Max Uplift2=-200(LC 3), 6=-200(LC 3)
FORCES (Ib) -Maximum Compression/Maximum Tension
TOP CHORD 1-2=0137, 2-3=3649!405, 3-4=-2881/171, 4-5=2$81!171, 5-6=3649/405, 6-7=0/37 I
BOT CHORD 2-8=318/3443, 6-8=31813443
WEBS 4-8=0/1446, 3-8=-794/267, 5-8=-794/267
NOTES
1) Unbalanced roof live loads have been considered for this design.
2) Wind: ASCE 7-05; 85mph; TCDL=4.2psf; BCDL=6.Opsf; h=25ft; Cat. II; Exp B; enclosed; C-C Exterior(2); cantilever
left and right exposed ;end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33
3) This truss has been designed fora 10.0 psf bottom chord live load nonconcunent with any other live loads,
j
4) All plates are MT20 plates unless otherwise indicated. ,
5) Bearing at joint(s) 2, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer I
i
,.- should verify capacity of bearing surface.
"
6) provide mechanical connection (by others) of truss to bearing plate capable of withstanding 200 Ib uplift at joint 2 l•~ L<< ~~ ~,d
2~ Zc~
/
and 200 Ib uplift at joint 6.
,.
7) This truss is designed in accordance with the 2006 International Residential Code sections R502.11.1 and
R802.10.2 and referenced standard ANSI/TPI 1.
LOAD CASE(S) Standard
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