07-102423 •
City of Federal Way BR
Community Development Services ui ng - Commercial Perm. 07-102423-00-Cd
P.O.Box 9718
Federal Way,WA 98063-9718
Ph:(253)835-2607 Fax:(253)835-2609 Inspection Request Line: (253) 835-3050
Project Name: ZUMIEZ
Project Address: 1940 S COMMONS Space B-38 Parcel Number: 762240 0010
Project Description: TI-Interior demo and renovation of a 2400 sq ft retail space includes new finishes,store
fixturing,casework,lighting and interior storefront modifications.Includes plumbing and
mechanical
Owner Applicant Contractor Lender
STEADFAST COMMONS LLC DAVID HEINEN HARDESTY&ASSOCIATES ZUMIEZ INC
1928 S COMMONS MURPHY VARET P.S. HARDEAI066PP(11-17-07) 300 MERRILL CREEK PKWY SUITE
FEDERAL WAY WA 98003-6013 2101 NINTH AVE SUITE 211 403 D ST EVERETT,WA 98203
SEATTLE WA 98121 RAMONA CA 92065
Census Category: 437 - Commercial alt/add/conversion
Includes: #1 #2 #3 #4
Occupancy Class: B
Construction Type: Type V-B
Occupancy Load:
Floor Area(sq. ft.) 2,400 0 0 0
Additional Permit Information
Existing Sprinkler System in Building? Yes Mechanical to be Included? Yes
Number of Stories 1 Permit for Building Shell Only? No
Plumbing to be Included? Yes New/Additional Sq.Feet-Total 0
Occupancy#1 -Use Department Store Zoning Designation CC-C
Mechanical Fixtures
Air Handling Units 1 Ducts 1
Plumbing Fixtures
Lavatories 1 Other Plumbing Fixtures. 1 Water Closets 1
Water Heaters 1
PERMIT EXPIRES Thursday, June 4, 2009
Permit Issued on Monday, June 4, 2007
I hereby certify that the above information is correct and that the construction on the above described property and
the occupancy and the use will be in accordance with the laws, rules and regulations of the State of Washington
and the City of Federal Way.
Owner or agent: IR/ Date: C,y 7
City of Federal Way • •
Certificate of Occupancy
This Certificate issued pursuant to the requirements of Section 110.2 of the International Building Code certifying that
at the time of issuance, this structure was in compliance with the various ordinances of the City regulating building
construction or use. This certificate is valid ONLY when endorsed by City staff.
Tenant Name: ZUMIE.Z Permit#: 07-102423-00-CO
Address: 1940 S COMMONS SpaceB-38
Includes: #1 #2 #3 #4
Occupancy Class: B
Construction Type: Type V-B
Occupancy Load:
Floor Area(sq. ft.) 2,400 0 0 0
Owner Name: STEADFAST COMMONS LLC
Owner Address: 1928 S COMMONS
FEDERAL WAY WA 98003-6013
/r/'PO k I c-0
: di g • ficial Date
The priority focus in the review and inspection made by the City prior to issuance of this Certificate was on those matters which
experience has shown most severly affect the health and safety of the general public. Although the City has made as complete a
review and inspection as is reasonably possible (within budgetary time and personnel limitations), the City neither guarantees nor
warrants to the owner/occupant or to any other person that this Certificate evidences strict compliance with each and every
ordinance or regulation of the City or the State of Washington affecting the construction or use of said structure or the land upon
which it is situated. Such compliance is the responsibility of the owner and/or occupant of the premises.
M r `
DATE INSPECTOR AREA AND TYPE OF INSPECTION
7
°h"Z.- rrav1^i'^I c 0ta1 p v v t1 '1 o1� UNIT\ qrJ Stockroh . yid
c Ai o yh-Ti Drywall .(41)- 541)0 ariztt o y
1
- THIS CARD IS TO MAIN ON-SITE , `
CITY OF ` `- �ommunity Developm nt Inspection Record
Federal Way IVR INSPECTION REQUEST PHONE # (253) 835-3050
PERMIT#: 07-102423-00-CO
Owner: STEADFAST COMMONS LLC
Address: 1940 S COMMONS Space B-38
Federal Way, WA 98003
This card is part of your required inspection documents. Scheduled inspections may be failed if this card is not on-site. DO NOT LOSE THIS CARD.
Inspections are listed as close to sequential order as possible(read left to right,top to bottom). Please schedule inspections as appropriate. Work must not
be covered until it is approved. Check with your inspector if you are unsure about any of the inspections or the inspection sequence On-going inspections
are logged on the back of this card.
e
Footings/Setback(4110) ❑ Re-steel(4215)
El ❑ Plumbing Groundwork(4190)
Approved to place concrete Approved to place concrete or grout Approved to cover
By Date By Date Byp—_ Date% --',+t-
••""
0 Slab/Concrete Floor(4255) ❑ Underfloor Framing (4285) ❑ Floor Sheathing(4105)
Approved to place concrete Approved to sheath floor Approved to install flooring
By -- Date 6 .an...t,1 By Date By Date
0 Rough Plumbing(4230) 0 Mechanical Rough-in (4165) ❑ Gas Piping(4125)
Approved Approved Approved to release test
By Date By Date By Date
♦ J
0 Fire/Draft Stops (4095) NOTE: Prior to scheduling a Framing(4120) 1 ❑ Framing(4120)
Approved I inspection;Electrical,Plumbing&Mechanical I Approved to insulate
Rough-in and Fire/Draft Stop inspections must be
B Date signed-off and approved. IBC 109.3.4/UBC 108.5.4! B Dat 0
Date rz
❑ Insulation (4150) ❑Gypsum Wallboard Nailing(4130) ❑ Suspended Ceiling Grid(4265)
Approved to install wallboard Approved to install mud&tape Approved to drop tile
By Date By,-----Si-c� Date ( -1,e2,-,,... By -/4-g i/-- Date 7 2. d-
❑ Final-Fire Department(4060) ,- _Final-Planning(4070) ♦ ❑ ___Final-Mechanical(4065)
Approved Approved Approved
By Y iii Date %r Z.07 By Date By - Date 7.12..07
El Final-Plumbing(4075) ,❑ Final-Building (4050)
Approved ` Approved
By G� Date.- 12-v7 ♦By .......4..,1/4.3 Date 'i - /i_ -,•�')
CLam. yr "6
'11------ , i-Q
For inspector reference only
❑ Rough Electrical 0 FINAL-Electrical
Approved Approved
By Date By Date
N
N.
f • RECEt• •
urroF 3 2007 O Lai .(93..
Federal way MAY 0PERMIT
- COMMUNITY DEVELOPMENT SERVICES
33325
SF MF CO ME EL PL DE EN FP
333258T.AVENUE SOUTH•PO BOX T T Opt root`
FEDERAL WAY,WA 98063-9718 BUILDING APPLICATION �- V
o
253-835-2607•FAX 253-835-2609
7
www.cittioffederalwau.com
The following is required information-an incomplete application will not be accepted. Please print legibly(in ink)or type.
Q ` ,�')�� y�• PROPERTY INFORMATION
SITE ADDRESS i a 7�c4teio�' , . op( WA gteoo3 SUITE/UNIT# 13- 1,8
ASSESSOR'S TAX/PARCEL# �.�-w Q Ai � A LOT SIZES(sf)
LEGAL DESCRIPTION(e.g.Acme Estates,Lot 1) �i c�f �oa7 r P e' .,4 V WA�
(Attach separate page for lengthy legal descriptbN
IN PROJEC)T/INFORMATION
TYPE OF PERMIT ' BUILDING PLUMBING DCT MECHANICAL
0 DEMOLITION 0 ELECTRICAL 0 ENGINEERING 0 FIRE PREVENTION SYSTEM
PROJECT DESCRIPTION(Provide detailed description of work included on this permit onli)
I NT2.IoA2 Jlourrle ) Rot) R r.,x,VA1 1o1J oF. A. 2.4 av
S 12. - - c '1:',6,r.)0. 1 Nib .4 Zvm I EL. -rAi i_. GJTbR
1 0 L L-v rs.5 NrJ.4 i1 A')1S{i , 1 41,2P.S, 1'1 XT b P4 Nc1 . Sac,Or**-
IAc14f1nxy ,o►rJO 9aw...v..p.,z4v1' mop 1i 'IeTJvius -Ck =R�1c�R�
PROJECT NAME(Name of Business or Owner Last Name) 1.914 tom! I ES
PEOPLE INFORMATION
gL
' 'ROPERTY NAME PRIMARY PHONE
4,,,, OWNER �' �i/ r' eir 14.1NtN .1. ( 42.5) ~ t - IY
oo' CTEM
A .r) (b31ONG 1� 1�� GIZe �Y DDRESS Cszi
STATE,ZIP Vie . klAcie E-MAIL ADDRESS
xtv 'lorry- is
CONTRACTOR COMPANY NAME APPLICANT N OFFICE PHONE
T,R 017 4�si. 1--f� l'r• t--' Y�1n (7(6 711- i;_in
MAI NG DRESS ,STATE,ZI 5-CELL PHONE
CITY OF FEDERAL WAY BUSINESS LICENSE NUMBER EXPIRATION DATE FAX NUMBER
COPY of carer req CONTRACTOR'S REGISTRATION NUMBER EXPIRATION DATE E-MAIL ADDRESS
with each appllc tlou b Nom.D�ttx up tso PP1► '-.1 7-4).7
APPLICIIT COMPANY NAME /� / APPLICANT/ /� NAME OFFICE PHONE
A�j
IujzpHI/ VEER• 1• PSS P.S . bMY1�ZIP HElo ala CELL 06))N17 1 ' -16-15
E
21 a1 NG 1.�jSS CITY,STATE,N114 A'&. form 2.11 SEA?TL.. WA 1817.1 (206) lett ceg
LATIONSHIP TO PROJECT FAX NUMBER 3 1
Architect o Tenant o Agent ❑ Other ( )
7 X41 r'4-'*
PROJECT "\NAME
/l� Y PRIMARY PHONE E-MAIL ADDRESS t�
CONTACT 1 AVIV �G1i3 (1426) IA I - 1$15 bgg.'1NF�e1.4t4EpAy
LENDER NAME + Per RCW 19.27.095: . ce
,4"M0% Z(�(-�If Z—, Lender information is required if project value exceeds$5,000 V �
MAILING ADDRESS CITY,STATE,ZIP PHONE
( )
MI DETAILED BUILDING INFORMATION
EXISTING USE }A • l L- PROPOSED USE
q A1�._`j-7
EXISTING ASSESSED/APPRAISED VALUE$ VALUE OF PROPOSED WORK $ `gQ)CCe:7•
SPRINKLERED BUILDING? AYES o NO FIRE SUPPRESSION SYSTEM PROPOSED/REQUIRED? ❑YES D NO
WATER SERVICE PROVIDER .LAKEHAVEN ❑ HIGHLINE 0 TACOMA 0 PRIVATE(WELL)
SEWER SERVICE PROVIDER ,E1.LAKEHAVEN ❑ HIGHLINE 0 PRIVATE(SEPTIC)
PROJECT FLOOR AREAS
AREA DESCRIPTION EXISTING PROPOSED TOTAL
SQ.FT. SQ.FT. SQ.FT.
BASEMENT
FIRST
SECOND
THIRD
ADDITIONAL FLOORS(DESCRIBE)
DECK(❑COVERED OR ❑UNCOVERED?)
GARAGE ❑ CARPORT El
EXISTING PROPOSED TOTAL TOTAL EXISTING SF TOTAL PROPOSED SF TOTAL SF
NUMBER OF FLOORS
**NEW HOMES ONLY** NUMBER OF BEDROOMS ESTIMATED SELLING PRICE $
FIXTURES
Indicate number of each type of fixture to be installed or relocated as part of this project. Do not include existing fixtures to remain.
MECHANICAL
Value of Mechanical Work$ (A COPY OF BID OR ESTIMATE MUST BE INCLUDED WITH APPLICATION)
I AIR HANDLING UNITS EVAPORATIVE COOLERS GAS PIPE OUTLETS WOODSTOVES
BBQS FANS GAS WATER HEATERS MISC(Describe)
BOILERS FIREPLACE INSERTS HOODS(commercl.0
COMPRESSORS FURNACES RANGES
DUCTS GAS LOG SETS REFRIG.SYSTEMS
PLUMBING
BATHTUBS(or Tub/Shower Combo) LAYS(Bathroom Sinks) URINALS MISC(Describe)
DISHWASHERS RAINWATER SYST VACUUM BREAKERS VitCr4 le".
DRINKING FOUNTAINS SHOWERS ' WATER CLOSETS(roue)
I ELECTRIC WATER HEATERS SINKS WASHING MACHINES
HOSE BIBBS SUMPS
SIGNATURE
I certify under penalty of perjury that the information furnished by me is true and correct to the best of my knowledge, and further, that I
am authorized by the owner of the above premises to perform the work for which the permit application is made. I further agree to hold
harmless the City of Federal Way as to any claim(including costs, expenses, and attorneys'fees incurred in the investigation and defense of
such claim),which may be made by any person,including the undersigned,and filed against the City of Federal Way,but only where such claim
arises out of the reliance of the city,in uding its officers and employees,upon the accuracy of the information supplied to the city as a part of
this application. �i�f
NAME/TITLE '" " 1 I� �''`"DATE S A-47
( (17tle)
RELATIONSHIP TO PROJIICT ❑ Owner o Agent o Contractor Architect 0 Other
FOR OFFICE USE ONLY
❑NEW ❑ADDITION a ALTERATION ❑REPAIR o TENANT IMPROVEMENT
BUILDING SHELL ONLY? o YES o NO BASIC PLAN? a YES ❑NO
ZONING DESIGNATION CHANGE OF USE? o YES o NO
NEW ADDRESS REQUIRED? a YES o NO UP/SEPA/SU? o YES a NO
PLATTED LOT? ❑YES ❑NO DEMO PERMIT REQUIRED? a YES ❑NO
Bulletin#100—April 2,2007 Page 2 of 4 k\Handouts\Permit Application
• • •
PERMIT# 07-102423-00 CO
ADDRESS: 1940 S COMMONS # B-38
PROJECT TENANT IMPROVEMENT
OWN ER:ZUMIEZ
DATE: 5/3/07
ZUMIEZ
Federal Way Commons
Federal Way, Washington
Existing Framing
Review Calculations
April, 2007
% of WAsf,. � •
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Prepared by:
ACOFFMAN RECEIVED
1601 Fifth Avenue, Suite 900 MAY 0 3 2p07
Westlake Center Office Tower
Seattle,Washington 98101 (;fITY OF L WAY
(206) 623-0717 BUILC?�EBEFAING DEPT.
•
Conterminous 48 StS ID
2003 International Building Code
Spectral Response Accelerations Ss and S1
Zip Code - 98003
Zip Code Latitude = 47.322600
Zip Code Longitude = -122.310000
Ss and S1 = Mapped Spectral Acceleration Values
SiteClass B - Fa = 1.00, Fv = 1.00
Data are based on a 0.1 deg grid spacing.
Period Centroid Sa
(sec) (g)
0.2 1.246 Ss, SiteClass B
1 .0 0.406 S1, SiteClass B
Period Maximum Sa
(sec) (g)
0.2 1.259 Ss, SiteClass B
1.0 0.420 51, SiteClass B
Period Minimum Sa
(sec) (g)
0.2 1.228 Ss, SiteClass B
1.0 0.386 S1, SiteClass B
Conterminous 48 States
2003 International Building Code
Spectral Response Accelerations SMs and SM1
Zip Code - 98003
Zip Code Latitude = 47.322600
Zip Code Longitude = -122.310000
SMs = FaSs and SM1 = FvS1
Site Class D - Fa = 1.00, Fv = 1.59
Data are based on a 0.1 deg grid spacing.
Period Sa
(sec) (g)
0.2 1.248 SMs, Site Class D
1.0 0.647 SM1, Site Class D
Conterminous 48 States
2003 International Building Code
Spectral Response Accelerations SDs and SD1
Zip Code - 98003
Zip Code Latitude = 47.322600
Zip Code Longitude = -122.310000
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.00, Fv = 1.59
Data are based on a 0.1 deg grid spacing.
Period Sa
(sec) (g)
0.2 0.832 SDs, Site Class D
1.0 0.431 SD1, Site Class D
Conterminous 48 States l'
2003 International Building Code
Spectral Response Accelerations SMs and SM1
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Coffman EngineersEngineerinc.IncApr 10, 2007 at 10:44 AM
07XXXX 7XXXX-Zumiez.r3d
• •
Company : Coffman Engineers, Inc. Apr 10, 2007
Designer : Coffman Engineers inc. 10:44 AM
Job Number : 07XXXX Wood Truss Checked By:
•
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LC Member Shape UC Max Loc[ft]Shear...Loc[ft) Dir Fc'[ksi] Ft'[ksil Fb1'[ksilFb2'[ksi] Fv'[ksi] RB CL CP Eqn
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Coffman Engineers inc. Apr 10, 2007 at 10:43 AM
07)00CXX 7XXXX-Zumiez.r3d
• •
Company : Coffman Engineers, inc. Apr 10, 2007
Designer : Coffman Engineers inc. 10:44 AM
Job Number : 07XXXX Wood Truss Checked By:
Member NDS Wood Code Checks
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22 11 M27 2X4 .558 5:483 0 G2 may_:¢.255 1.013 1. X1.65',.095 10.1174. R
23 11 I M28 2X4 .409 15.483 .013 0 v .256 1.013 1.5 1.65 .095 10.117 1 .148 3.9-1
1424 11 M29 2X4 1 .263 15.483 .008 0 y `.256 1.013 1.5 1.65 .095 10.117 ' r
25 11 M30 2X4 .114 15.483 .0010 V .256 11.013 I 1.5 1.65 .095 10.117 1 .148 3 9 1
Ilt6'x 11 M31 2X4 .087 5.483 .000 r 0 y= ,.256 1.0131 1.5 1.65 .09 I., 1.0 ,. .. 13,9'44
27 1 M32 I 2X4 .238 [5.483 .007 0 V .256 11.0131 1.5 1.65 1 .095 10.117 1 .148 3.9-1
28 1.1 M33 `'2X4 1 .421 5.483 .014 0 .y .256 1.0131 1.5 }`-1.65 .095 10117 1;M ,. 3 9=
29 11 I M34 2X4 .607 5.483 .013 0 y , .256 1.013 1.5 i 1.65 .095 110.1171 1 1 .148 3.9-1
RISA-3D Version 5.0b [C:\RISA\7XXXX-Zumiez.r3d] Page 1
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Company : Coffman Engineers, Inc. Apr 10, 2007
Designer : Coffman Engineers inc. 2:57 PM
-. Job Number : 07212 Wood Truss Checked By:
NDS Wood Design Parameters
Label ShapX4 13e Length[ft75 le2[ft] lel[ft] le-bend to...le-bend bo... Kyy Kzz CH Cr y sway z sway
1 I
2`t. M% -x.2X-4 . 3.75 I ^. Ott
3 M5 2X4 3.75
V-4"'
M`: 2X3.75
5 M7 2X4 3.75
�
,_
6 .M� ,�. ��2X`e , . .3.75 #_ .�� ... -;. •. . - ,: I`
7 M10 2X4 3.75
8 .,` Mf;. 2X� 3.75
9 M12 2X4 3.75
10 M13 2X4 3.75 j
11 M14 2X4 3.75
12 M15F. '3.75..
13 M16 2X4 3.75
15 M19 2X4 4
17 M21 2X4 4
19 M23 2X4 4
e w >AIC � �a,.� .�0 , . ,.�., ,.';‘;'1W7'2
21 M25 2X4 4
MA°.` 48 . �,, ;
23 M28 2X4 5.483�
25 M30 2X4 5.483
i ; of +'`".� .'�.4•' f, " .' `-"X":,'".'" a �n
27 M32 2X4 5.483
29 M34 2X4 5.483
Joint Coordinates and Temperatures
Label X ft Y ft Z ft Tern. Detach From Dias...
1 N1 3.75 0 0 0
3 N3 11.25 0 0 0
5 N5 18.75 0 0 0
•Yx.
,11:41;
-, r,ii'y". �,4 yb,-a B, f'cp + $a q • ..ateT `. �/". +�h ' ,""_ y ` �.
7 N7
26.25 0 0 0
RIME:EU e:..,,.. s 0a& " - ®
9 N9 3.75 4 0 0
11 N11 11.25 4 0 0
13 N13 18.75 4 0
15 N15 26.25 4 0 0
.`I i, .$b,�re45 ° .. . .,. 6,`b'.,. ,�2'.z.� •. ," .� ,.. 4.' .n , §me,_.�`_..9 _ :., 5 '�.°�;1'"x's .�mss'*� .".m:,
Joint Deflections f!
LC Joint Label X[in] Y[in] Z[in] X Rotation[rad] Y Rotation[rad] Z Rotation[rad]
1 1 N1 -.109 -.129 0 0 0 -2.327e-3
RISA-3D Version 5.0b [C:\RISA\7XXXX-Zumiez.r3d] Page 1
, ' • •
Company : Coffman Engineers, Inc. Apr 10, 2007
Designer : Coffman Engineers inc. 2:57 PM
Job Number : 07212 Wood Truss Checked By:
Joint Deflections (Continued)
LC Joint Label X[in] Y[in] Z[in] X Rotation jradl Y Rotation[rad] Z Rotation[rad]
3 1 N3 i -.084 -.317 0 0 0 1 -1.076e-3
4 4,1-":1 N4 1 -.065 -.344 0 0 0 ,4'10 - :=_
5 1 N5
6 zY =' N6 � T-.045 I -.317 0 0 0 1.076e-3
-.03 -.242 0 0 0 1.983e-3 ,".
7 1 1 N7 I -.021 -.129 ! 0 0 1 0 I 2.327e-3
8 I 1 ' m N8 I 0 0 ; 0 0 0 I -3.069e-3
9 1 N9 I -.009 -.139 0 1 0 0 I -2.529e-3
10 11 N10 ! -.025 -.25 0 0 0 -1.83e-3
11 1 N11 -.044 -.321 I 0 1 0 0 -9.625e-4
12 '.`� w. N12 '1 -.065 -.347 0 0 ,Ii-,--,. 0 I 0
13 1 N13 1 -.085 -.321 1 0 0 0 9.625e-4
14 �,
" 1 N14 -.105 -.25 1 0 0 ..:0 I 1.83e-3 '`�
15 1 N15 -.12 -.139 0 0 0 2.529e-3
1 16 1 N16 i -.129 I ,.n F .,tid, h._ ." 4. = i 0 I.":f 3069e yf
Joint Reactions
LC Joint Label X[k] Y[k] Z[k] MX[k-ft] MY[k-ft] MZ[k-ft]
_1 1 N8 0 1.925 0 0 0 0
2 ,s . .1 ..a..,.; N16 0 1.925., =.0 . .. . .-
3 1 Totals: I 0 3.85 0
,;4 -1 COG (ft): ; NC ..; , ,"NC. NC .- -ia- < .
Joint Loads and Enforced Displacements (BLC 1 : TL)
Joint Label L.D,M Direction Magnitude[k,k-ft in,rad k`s^2/ft]
1 N9 L Y -.55
;2- t .y: N10 :_M�,__fix. e.-���. . � �� '.:' ,7 Y�: �`� �.`.. ... _� �"=- '.55 -ta
3 ; N11 L Y -.55
.4 N12'"_
5 I N13 L Y -.55
6". ;., N14 .. ;-ft,: _ ., ". ; . ; 4 i.. 74.:- /-4.1'.4,471„;.:,-; :5 „ ".. tir :
7 N15 L Y -.55
Wood Material Properties
Label Species Grade Cm Emod Nu Therm(N1 E... Densfk/ft^3l
1 DF LarchDouglas Fir-Larch No.1 1 .3 .3 .035
2 So Pine . _:�' Southern Pine J '": .. y No:1 , "..., tt, :r
z t3- - , •A35
Member Primary Data
Label I Joint J Joint K Joint Rotate(deg) Section/Shape Design List Type Material Design Rules
1 M3 N1 N2 2X4 Rectangular I Beam I DF Larch Typical
2 M4 N2 N ;; '-'4,-;::_ a ` ` 2X4Rectangular Beam DF Larch Typical
3 I M5 N3 N4 2X4 Rectangular Beam DF Larch] Typical
4 M6 N4 N5 ''4� �-. 2X4:: Recfangutar FBeam DF Larch Typical
5 M7 i N5 ' N6 2X4 Rectangular Beam DF Larch I Typical I
'',_-6''',--:=-2-#•-• M8 N6 I N7 I ` ._, %2X4i, Rectangular Beam DF Larch Typical
7 M10 N8 I N9 I 2X4 Rectangular I Beam DF Larch Typical
=8 . M11_ N9 N10 2X4 "Reectangular Beam �IDF Larch Typical
9 M12 I N10 N11 I � 2X4 Rectangular Beam !DF Larch! Typical
''.10 " M13 N11 N12< 2X4 ,Rectangular Beam IDF Larch Typical
11 M14 N12 N13 I 2X4 I Rectangular Beam IDF Larch Typical I
12 M15 N13 N14 2X4 Rectangular Beam DF Larch Typical
RISA-3D Version 5.0b [C:\RISA\7XXXX-Zumiez.r3d] Page 2,,,. r
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- • • •
Company : Coffman Engineers, Inc. Apr 10, 2007
Designer : Coffman Engineers inc. 2:57 PM
Job Number : 07212 Wood Truss Checked By:
Member Primary Data (Continued)
Label I Joint J Joint K Joint Rotate(deg) Section/Shape Design List Type Material Design Rules,
13 M16 N14 N15 2X4 Rectangular Beam I OF Larch i Typical
14 M17 N15 N16 2X4-,t'''.---Rectangular Beam DF Larch Typical
15 M19 N1 ' N9 1 1 2X4 Rectangular I Beam I DF Larch, Typical
16 M20 N2 1 N10 2X4 Rectangular Beam DF Larch'Larchl Typical
17 M21 N3 N11 1 I , 2X4 Rectangular Beam ,OF Larch l Typical
18 1 M22 N4 N12 2X4 Rectangular Beam 1DF Larch Typical .
19 M23 N5 N13 1 1 I 2X4 Rectangular' Beam DF Larch l Typical
20 M24 N6 N14 1 2X4 Rectangular Beam DF Larch Typical
21 M25 N7 N15 1 I 2X4 Rectan•ular' Beam DF Larch, Typical
427:11',;-- M27 Ni N8 2X4 Rectangular Beam DF Larch Typical
23 M28 N2 N9 2X4 Rectangular I Beam DF Larch Typical
twi,,ri,--M29 li; N3 N10 ,-ii:: 2X4 Rectangular Beam DF Larch Typical
25 M30 N4 1 N11 2X4 1Rectangular Beam I OF Larch, Typical
f26 '..'r:,..!:113Z 4A;''-:-'..-'-'-'',t:c N4 N13 ''''.,,,,4,77. ',11:„:4°,173',7- 2X4 Rectangular Beam DF Larch Typical
27 M32 N5 N14 1 2X4 1Rectangulari Beam 1DF Larch I Typical
428 ;li..rm3a.:,c1;:;,:r,'"r-'N6 N15 2X4 Rectangular I Beam DF Larch Typical.),
29 M34 N7 N16 , 1 , 2X4 I Rectangular Beam I OF Larch Typical
NDS Wood Section Sets
Label Shape Design List Type Material Design Rules A[in2] lyy[in4] Izz[in4] J[in4]
1 NDS1A 2X4 1 Rectangular Beam DF Larch 1 Typical 1 5.25 .984 5.359 2.877
Member NDS Wood Code Checks
LC Member Shape UC Max Loc[ft]Shear...Loc[ft] Dir Fc[ksi] Fr[ksil Fbl[ksilFb2lksij Fv'[ksi] RB CL CP Eq_n
1 1 M3 1 2X4 .453 3.75 .060 0 v .521 1.0131 1.5 1.65 .095 8.367 1 .302 3.9-1
2 1 M4 -2X4 .653 3.75 .020 0 y .521 1.013' 1451.t 1.65 .095 8.367i4k4/,10,-;:302 3.9-1
3 1 M5 I 2X4 I .792 3.75, .012 0 y 1 .521 1.013 1.5 1.65 .095 8.367 1 .302 3.9-1
4 11 . M6 2X4 .792 0'- .012 0 y .521 1.013 4i.:51411166.**.096,18!367-W-917i-i'''.:362,..f.3.9-1
5 1 M7 2X4 .653 0 1 .020 ' 0 y .521 11.013 1.5 1.65 .095 8.367 1 .302 3.9-1
6 1 M8 2X4 .453 0 .1 .060 0 y _.521 1.0131 1.5 1.65 .095 8.367 1 .302 I, 3.9-1
7 i 1 M10 2X4 .656 0 .045 0 y .521 1.013 1.5 1.65 .095 8.3671 1 .302 3.6.3
8 I 1 1 M11 2X4 1-tc is...
9 1 1 M12 1 2X4 -fc is...I _
10 1 M13 2X4 -tc is...
11 11 M14 2X4 1-fc is...
12 11 M15 2X4 -tc is- 1 '-':...'"-Siz,.,isAtif,',-.1;;-...
13 1 M16 2X4 -fcis..., 1 1
14 11 M17 2X4 .656 0 .045 0 y .521 1.013 1.5 1.65 .095 8.367 1 .302 3.6.3#
15 1 M19 2X4 .776 ' 0 1 .049 0 y .464 11 1.013 1.5 1.65 ' .095 8.641 1 .269 3.6.3
#16 1 M20 2X4 .556 0 .048 0 y .464 1.0131 1.5 1.65 .095 8.641 1 .269 3.6.3;1
17 1 M21 ' 2X4 .333 0 1 .026 0 y .464 1.013 1.5 1.65 .095 18.641 1 .269 3.6.3
:7_18 1 M22 2X4 .222 0 1 .000 0 z .464 1.013 1.5 1.65 .095 8.641 1 .269 3.63l`
19 1 , M23 2X4 .333 0 .026 ' 0 y .464 '1.013, 1.5 1.65 .095 18.6411 1 .269 3.6.3
,/illelz. M24 2X4 .556 0 .048 0 y .464 1.0131 1.5 1.65 .095 8.641 1 .269 3.6.3
tti,,o,
21 1 M25 2X4 .776 0 .049 0 y 1 .464 1.0131 1.5 1.65 .095 8.641 1 .269 , 3.6.3
22_ * M27 2X4 .543 15.4531 .012 ' 0 y .256 1.0131 1.5 1.65 .095 110.117 1 .148 3.9-1'
23 1 M28 2X4 .394 5.483' .013 0 y 1 .256 I 1.013 I 1.5 1.65 .095 10.117 1 .148 1 3.9-1
1 24 11 M29 2X4 .249 5-483 .007 0 y .256 1.013 1.5 I 1.65 .095 110.1171 1 .148 I 3.9-1
25 1 M30 2X4 ' .100 15.4831 .001 1 0 y .256 11.013 1.5 1.65 .095 10.117 1 .148 ! 3.9-1
26 1 I M31 2X4 .100 15.483 .001 0 y .256 1.013 1.5 1.65 .095 10.117 1 .148 3.9-1
27 1 M32 2X4 .249 5.4831 .007 0 , y 1 .256 '1.013 1.5 1.65 .095 1 1 0 1171 1 .148 ' 3.9-1
-'28 1 M33 2X4 .394 5.483 .013 0 y .256 1.0131 1.5 1.65 .095 10.117 1 .148 3.9-1
29 11 M34 1 2X4 I .543 5.483 .012 1 0 y 1 .256 1.0131 1.5 1.65 .095 10.117 1 .148 3.9-1
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