Permit �, • � CITY OF TIGARD BUILDING PERMIT
( COMMUNITY DEVELOPMENT Permit #: BUP2010 -00121
{TiGA 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171
Date Issued: 06/17/2010
RD
Parcel: 2S101AA06400
Jurisdiction: Tigard
Site address: 12323 SW 66TH AVE
Subdivision: WEST PORTLAND HEIGHTS Lot: 24
Project: Spec Space
Project Description: TI
Owner: FEES
TING, ELON & SYLVIA Description Date Amount
BY WILLIAM R SOUTHARD, 20400 NE 122ND Permit Fee - Additions, Alterations, 06/17/2010 $256.22
ST Demolition
PHONE: Plan Review 06/08/2010 $166.54
Plan Review - Fire Life Safety 06/08/2010 $102.49
12% State Surcharge - Building 06/17/2010 $30.75
Contractor:
KENNEDY RESTORATION
315 SE 7TH AVE
PORTLAND, OR 97214
PHONE: 503 - 234 -0509
FAX: 503 - 234 -4479
Specifics:
Type of Use: COM
Class of Work: ALT
Dwelling Units: 0
Stories: 0 Height: 0 ft
Bedrooms: 0 Bathrooms: 0
Value: $12,000
Floor Areas:
Total Area: 0
Accessory Struct: 0
Basement: 0
Carport: 0
Covered Porch: 0
Deck: 0
Garage: 0
Mezzanine: 0
Total $556.00
Required: Required Items and Reports (Conditions)
Fire Sprinkler: Parapet:
Fire Alarm: Protected Corridors:
Smoke Detectors: Manual Pull Stations:
Accessible Parking: 0
This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable taw. All work will
be done in a • • - - . ith approved • - s. This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180
days. A r NTION: Oregon law're• • res •u to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR
952 -• s1 -0010 through OAR 95 *01 -0101. Y • ay obtain a copy of the rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344.
Is..ued By: j , � / Permittee Signature:
Call 503.639.4175 by 7:00 a.m. for an inspection that bu ness day.
This permit card shall be kept in a conspicuous place on the job site until completion of the project.
Approved plans are required on the job site at the time of each inspection.
Building Permit Application AkC EX ' ,-e
Commercial ���� T ED FOR MHO': USE ONLY
City of Tigard 1 v J Received
. P ermit No.: .
II
° 13125 SW Hall Blvd., Tigard, OR 97223 Date /By: � r IO ell1 Oo)U '- 0U I )-I
g Plan Review • Phone: 503.639.4171 Fax: 503.598.1960 JON 0 8 2Q' Date /By: MA 1 ( it,, /i o Other Permit:
T I G A R D inspection Line: 503.639.4175 p Date Ready /By: . Jam: ® See Page 2 for
Internet: www.tigard or.gov CITY o TIGN Notified/Method: V/ i0 10 Supplemental Information
TYPE OF wo RIRUILDIN C1nIVISI(DN 4l /ii ViWc t_
REQUIRED DATA: 1- AND 2- FAMILY DWELLING
❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed.
Indicate the value (rounded to the nearest dollar) of all
® Addition/alteration/replacement ❑ Other: equipment, materials, labor, overhead, and the profit for the
CATEGORY OF CONSTRUCTION work indicated on this application.
1:3 I- and 2- family dwelling ® Commercial /industrial Valuation: $
❑ Accessory building ID Multi-family Number of bedrooms:
❑ Master builder ❑ Other: Number of bathrooms:
JOB SITE INFORMATION AND LOCATION Total number of floors:
Job site address: 12323 SW 66 Ave. New dwelling area: square feet
City/State /ZIP: Tigard, OR 97223 -8568 Garage /carport area: square feet
Suite/bldg. /apt. no.: Project name: 5pe 5p Ac_ Covered porch area: square feet
Cross street/directions to job site: SW Franklin St. Deck area: square feet
Other structure area: square feet
REQUIRED DATA: COMMERCIAL -USE CHECKLIST
Subdivision: Lot no.: Permit fees* are based on the value of the work performed.
Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all
equipment, materials, labor, overhead, and the profit for the
DESCRIPTION OF WORK work indicated on this application.
Repair (7) damaged existing solid sawn wood roof joists by removing existing Valuation: $$12,000.00
plywood roof over the damaged joists, sistering on new joists, and replacing the Existing building area: 15000 square feet
roof over the damaged joists. New building area: square feet
❑ PROPERTY OWNER I ❑ TENANT Number of stories: 1
Name: Type of construction: wood roof
Address: Occupancy groups:
City/State /ZIP: Existing:
Phone: ( ) Fax: ( ) New:
0 APPLICANT ❑ CONTACT PERSON NOTICE
Business name: Kennedy Restoration All contractors and subcontractors are required to be
Contact name: Vince Stanick licensed with the Oregon Construction Contractors Board
under ORS 701 and may be required to be licensed in the
Address: 315 SE 7 Ave. jurisdiction in which work is being performed. If the
City/State /ZIP: Portland, OR 97214 applicant is exempt from licensing, the following reasons
apply:
t Phone: (503) 234 -0509 Fax: : (503) 234-4479
E -mail: Vincent @kennedyres.com
CONTRACTOR
Business name: Same as Contact Person above BUILDING PERMIT FEES*
Address: (Plane refer toles echedrds
Structural plan review fee (or deposit): (66
City/State /ZIP:
Phone: ( ) Fax: ( ) FLS plan review fee (if applicable): i J a, L_ 9
CCB lic.: 34 /11
Total fees due upon application: ! 'kt, q , U
Amount received: 9 03
Authorized signature: ��� /� This permit application expires if a permit is not obtained
, / t within 180 days after it has been accepted as complete.
Print name: ` to ZN e Date: qekej *Fee methodology set by Tri-County B ' • g Industry
Service Board.
1: \ Building \ Permits \BUP -COM PermitApp.doc 10/01/09 440- 4613T(11/02 /COM/WEB) 4)-66,c17
RECEIVED
GENERAL STRUCTURAL NOTES JUN 08 2010
CODE REQUIREMENTS: CITY TIGARD ®N
CONFORM TO THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 200 O1V STRUCTURAL
SPECIALTY CODE, REFERENCED HEREAFTER AS IBC.
DESIGN CRITERIA:
DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC. IN ADDITION TO THE DEAD
LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC:
ROOF SNOW LOAD: 25 PSF
EXISTING CONDITIONS:
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT /ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN
ON THE DRAWINGS PRIOR TO THE START OF THE WORK.
TEMPORARY CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING
STRUCTURES AND WALLS DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN
DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY.
CARPENTRY:
SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN
LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS
ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWISE ALL LUMBER SHALL HAVE A MAXIMUM
MOISTURE CONTENT OF 19% AT TIME OF FABRICATION.
FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE
COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND
ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE.
HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS
SHALL BE COMMON NAILS. NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH
PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. ALL
FASTENERS IN CONTACT WITH FIRE RETARDENT LUMBER MUST BE HOT - DIPPED GALVANIZED.
NAIL TYPE LENGTH DIAMETER
8d 2 -1/2" 0.131"
10d 3" 0.148"
16d 3 -1/2" 0.162"
SHEATHING PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1 OR
PS 2, OR APA PRP -108 PERFORMANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED
SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. INSTALLATION
SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8" SPACING AT PANEL ENDS AND
EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER.
ALL ROOF SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, EXCEPT AS
INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED, TONGUE -AND- GROOVE, OR
HAVE EDGES SUPPORTED BY PLYCLIPS. NAILING NOT SPECIFICALLY IDENTIFIED ON THE DRAWINGS SHALL
CONFORM TO IBC TABLE 2304.9.1.
IMK TM RIPPE.Y
Consulting Eng By: JW Date: 6/7!10
7650 SW Beveland Street 12323 SW eetra l E RI I I MRD Chic By: Date:
Suite loo Approved [Xj
Tigard, Oregon 97223 Job #: 10160
Phone: (503)443 -3900 Conditionally Approved [ ]
Sec Lett et to. FVIIUw [ ] Sheet: NI Of:
Attached [ ]
Permit Address: Number: i u .► J v ' OFFICE COPY
�� -771 t,
lhr n/l � Thra• ( -IL/ -/v
GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF
TIMBER CONSTRUCTION, AITC A190.1 AND ASTM D 3737. EACH MEMBER SHALL BEAR AN AITC OR APA -EWS
IDENTIFICATION MARK AND BE ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END
SEALER SHALL BE APPLIED IMMEDIATELY AFTER TRIMMING IN EITHER SHOP OR FIELD. GLULAM HANGERS
NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALL BE VISUALLY GRADED WESTERN SPECIES INDUSTRIAL
GRADE, AND OF THE STRENGTH INDICATED BELOW:
COMBINATION
DEPTH SYMBOL SPECIES USE
ALL 24F - V4 DF/DF (SIMPLE SPAN)
ALL 24F - V8 DF/DF (CONTINUOUS OR CANTILEVER)
PREMANUFACTURED WOOD JOISTS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS,
MANUFACTURED BY THE TRUS JOIST COMPANY, RED BUILT OR AN ENGINEER APPROVED EQUAL.
MECHANICAL:
THE CONTRACTOR SHALL COORDINATE SEISMIC RESTRAINTS OF ELECTRICAL EQUIPMENT, MECHANICAL,
PLUMBING, FIRE SPRINKLER, MACHINERY, AND ASSOCIATED PIPING WITH THE STRUCTURE. ANY
CONNECTIONS TO STRUCTURE NOT CONFORMING TO SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION (SMACNA), OR SPECIFICALLY DETAILED ON THE MECHANICAL ENGINEER'S
DRAWINGS, SHALL BE DESIGNED IN ACCORDANCE OF THESE GENERAL NOTES, BY AN ENGINEER REGISTERED
IN THE STATE OF OREGON, AND SHALL BE SUBMITTED TO THE ARCHITECT /ENGINEER PRIOR TO FABRICATION.
FLASHING AND WATERPROOFING:
ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON THE PLANS.
INSPECTION:
PROVIDE INSPECTIONS IN ACCORDANCE WITH SECTION 109 AND SECTION 1704 OF THE IBC.
THE CONTRACTOR AND INSPECTOR SHALL NOTIFY THE ENGINEER OF RECORD OF ANY ITEM NOT COMPLYING
WITH THE PROJECT SPECIFICATIONS AND /OR APPLICABLE CODES BEFORE PROCEEDING WITH ANY WORK
INVOLVING THAT ITEM. THE ENGINEER OF RECORD WILL REVIEW THE ITEM AND DETERMINE
ACCEPTABILITY. IF WORK INVOLVING THAT ITEM PROCEEDS WITHOUT THE APPROVAL OF THE ENGINEER OF
RECORD THEN THE WORK WILL BE CONSIDERED NON - COMPLIANT.
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1 Consulting Engineers By: JW Date: _ 6/7/10
7650 SW Beveland Street 12323 SW 66 ROOF REPAIR Chic By: Date:
Suite 100
Tigard, Oregon 97223 Job #: 10160
Phone: (503) 443 -3900 Sheet: N a Of: a
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lare..#JKW= 06002562 ∎ ,,..__ - _ _. _ ........:.: , =� M_. Licen Oum TIVIRUPREY CONSIMIt1GfENGINEF12 •
Description : GL option with mech unit
Material Properties Calculations per IBC 2006, CBC 2007, 2005 NDS
Analysis Method : Allowable Stress Design Fb - Compr 2400 psi E : Modulus of Elasticity
Load Combination 2006 IBC & ASCE 7 -05 Fb - Tension 1850 psi Ebend- xx 1800ksi
Fc - Prll 1650 psi Eminbend - xx 930ksi
Wood Species : DF /DF Fc - Perp 650 psi Ebend- yy 1600ksi
Wood Grade : 24F - V4 Fv 265 psi Eminbend - yy 830ksi
Ft 1100 psi Density 32.21 pcf
Beam Bracing : Beam is Fully Braced against lateral- torsion buckling
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3.125x13,5
L 30.0 ft
J
I -Applied Loads; Service loads entered. Load Factors will be applied for calculations.
Load for Span Number 1
Uniform Load : D = 0.030, S = 0.050 k/ft, Tributary Width = 1.0 f
Point Load: D = 0.20 k
l SLIMMAR, 'Deign ,OK ' '.‘.,$
Maximum Bending Stress Ratio = 0.528 1 Maximum Shear Stress Ratio = 0.168 1 1
Section used for this span 3.125x13.5 Section used for this span 3.125x13.5
fb : Actual = 1,267.68psi fv : Actual = 44.54 psi
FB : Allowable = 2,400.00psi Fv : Allowable = 265.00 psi
Load Combination +D +S+H Load Combination +D +S+H
Location of maximum on span = 14.094ft Location of maximum on span = 0.000ft
Span # where maximum occurs = Span # 1 Span # where maximum occurs = Span # 1
Maximum Deflection
Max Downward Live Load Deflection = 0.000 in
Max Upward Live Load Deflection = 0.000 in
Live Load Deflection Ratio = 0 <360
Max Downward Total Deflection = 1.423 in
Max Upward Total Deflection = 0.000 in
Total Deflection Ratio = 252
_ Maximum'Forces 8 Stresses for Load Combinations
Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V Mactual fb-design Fb -allow Vactual fv- design Fv -allow
Overall MAXimum Envelope
Length = 30.0 ft 1 0.528 0.168 10.03 1,267.68 2,400.00 1.25 44.54 265.00
+D
Length = 30.0 ft 1 0.234 0.074 4.45 562.43 2,400,00 0.55 19.67 265.00
+D +L +H
Length = 30.0 ft 1 0.234 0.074 4.45 562.43 2,400.00 0.55 19.67 265.00
+D +Lr +H
Length = 30.0 ft 1 0.234 0.074 4.45 562.43 2,400.00 0.55 19.67 265.00
+D +S +H
Length = 30.0 ft 1 0.528 0.168 10.03 1,267.68 2,400.00 1.25 44.54 265.00
+D+0.750L+0.750S+H
Length = 30.0 ft 1 0.454 0.145 8.63 1,090.55 2,400.00 1.08 38.32 265.00
+D+0.750L+0.7505+0.750W +H
Length = 30.0 ft 1 0.454 0.145 8.63 1,090.55 2,400.00 1.08 38.32 265.00
C_3 /y
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Wood Beam Design EN82G1LG INC. 19B3-200&Ver.
Lie. # :KW-06002562 ..
L icense Owner : TM RIPPEY CONSULTING ENGINEERS
Description : GL option with mech unit
Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Values
Segment Length Span # M V Mactual fb-design Fb -allow Vactual fv- design Fv -allow
+D+0.750L+0.750S+0.5250 E +H
Length = 30.0 11 1 0.454 0.145 8.63 1,090.55 2,400.00 1.08 38.32 265.00
Overall Maximum Deflections - Unfactored Loads
Load Combination Span Max. ' " Defl Location in Span Load Combination Max. " +" Defl Location in Span
D + L + S + E /1.4 1 1.4232 14.899 0.0000 0.000
Maximum Deflections for Load Combinations - Unfactored Loads
Load Combination Span Max. Downward Defl Location in Span Max. Upward Defl Location in Span
D Only 1 0.6248 14.698 0.0000 0.000
S Only 1 0.7987 15.101 0.0000 0.000
D + L + S 1 1.4232 14.899 0.0000 0.000
D + L + S + W/2 1 1.4232 14.899 0.0000 0.000
D + L + W + S/2 1 1.0240 14.899 0.0000 0.000
D + L + S + E/1.4 1 1.4232 14.899 0.0000 0.000
Maximum Vertical Reactions - Unfactored Support notation : Far left is #1
Load Combination Support 1 Support 2
Overall MAXimum 1.333 1.267
D Only 0.583 0.517
S Only 0.750 0.750
D + L + S 1.333 1.267
D + L + S + W/2 1.333 1.267
D + L + W + S/2 0.958 0.892
D +L +S +E /1.4 1.333 1.267