Permit CITY OF TIGARD BUILDING PERMIT
.-
!Pt • COMMUNITY DEVELOPMENT Permit#: BUP2013-00281
TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 01/16/2014
Parcel: 2S 101 AD03500
Jurisdiction: Tigard
Site address: 6600 SW HAMPTON ST
Project: Pacific Parkway Center Subdivision: WEST PORTLAND HEIGHTS Lot:
Project Description: Modification to existing development, located at 6600 SW Hampton Street, includes exterior and interior alterations
to the building and site work including modifications to lanscaping. loading dock and parking
Contractor: LCG PENCE CONSTRUCTION LLC Owner: PACIFIC REALTY ASSOCIATES
2720 SW CORBETT AVENUE ATTN: N PIVEN
PORTLAND. OR 97201 15350 SE SEQUOIA PKWY#300
PORTLAND, OR 97224
PHONE: 503-252-3802 PHONE:
FAX: 503-256-3684
Specifics: FEES
Description Date Amount
Type of Use: COM
Class of Work: ALT Type of Const: Vg Permit Fee-Additions,Alterations, 01/16/2014 $6,405 95
Demolition
Occupancy Grp: B Occupancy Load: 12%State Surcharge-Building 01/16/2014 $768 71
Dwelling Units: 0 Plan Review 11/14/2013 $4,163 87
Stories: 0 Height: 18 ft Plan Review- Fire Life Safety 11/14/2013 $2,562 38
Bedrooms: 0 Bathrooms: 0 DC Provision Review,COM TI-Ping 01/16/2014 $278 00
Value: $1,100,000 DC Provision Review,COM TI-LRP 01/16/2014 $41.00
Info Process/Archiving-Lg$2.00(over 01/16/2014 $80 00
11x17)
Floor Areas: Info Process/Archiving-Sm$0 50(up to 01/16/2014 $177 50
11x17)
Total Area: 0 Metro Const. Excise Tax-Commercial 01/16/2014 $1,320 00
Accessory Struct: 0 Use
Basement 0
Carport: 0
Covered Porch: 0
Deck: 0
Garage. 0
Mezzanine- 0
Total $15,797 41
Required: Required Items and Reports (Conditions)
Fire Sprinkler: Yes 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 law All work will
be done in accordance with approved plans This permit will expire if work is not started within 180 days of issuance, or if work is suspended for more the 180
days ATTENTION Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center Those rules are set forth in OAR
952-001-0010 through OAR 952-001-0090. You may obtain a copy of the rules or direct questions to OUNC by calling 503 232 1987 or 1 800 332 2344
rr g 4-5 co C. L. P•
Issued By: —� _ Permittee Signature:
r .639.4175 by 7:00 a.m.for the next available inspection date.g e C b!""-g) J'. k R r PP k Cr('\ '
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.
Bailai.,rtg Permit Application
Commercial FOR OFFICE USE ONLY
Received i k'tnurt No • /
City of Tigard ‘ 1C)\/ D�� _ ,_�� j.— , ,
• 13125 SW Hall Blvd.,Tigard,OR Plan Rev'
Phone: 503.718.2439 Fax: 503.59 �' 0,3 Date/Bv ��� tiler Permit: •, i Auk
TIGARD Inspection Line: 503.639.4175 O`1 1 ek Date Reeady/B `/r See Page 1 for
Internet: www.tigard-or.gov ` f±�� Nolified/Melhod: ' Supplementallnformation
- I, \\ ON a.) 4}A- ,"1 'f L •
a DD
❑New construction ❑ +' `! on
Permit fees* are based on the value of the work performed.
Indicate the value(rotnded to the nearest dollar)of all
®Addition/alteration/replacement ❑Other: equipment,materials,labor,overhead,and the profit for the
work indicated on this application.
Valuation: S
❑ 1-and 2-family dwelling 0 Commercial/industrial
❑Accessory building ❑Multi-family Number of bedrooms:
❑Master builder L. ocher: Number of bathrooms:
,..:,..�.,. �,_: ...:,_, �...•c: Total number of floors:
JOB SITE I\FOR!►IATION AND L'OCKI 1
Job site address:6600 SW Hampton St New dwelling area: square feet
City/State/ZIP:Tigard OR 97224 Garage/carport area: square feet
Suite/bldg./apt.no.: I Project name:Pacific Parkway Center Covered porch area square feet 0-
Cross street/directions to job site:Intersection of SW Hampton and SW 68th Deck area: square feet
Other structure area: square feet
REQUIRED DATA:COAl51ERCIAL-USE CHECKLIST
Subdivision: Lot no.: Permit fees*are based on the value of the work performed.
Indicate the value(romded to the nearest dollar)of all
Tax map/parcel no.. equipment,materials,labor,overhead,and the profit for the
DESCRIPTION OF NOR work indicated on this application.
EXTERIOR MODIFICATIONS,WINDOW REPLACEMENT,ENTRY MODS, Valuation: SS1,100,000.00
COMPLETE SEISMIC UPGRADE
Existing building area 40680 square feet
NEW OUTDOOR CONCRETE SEATING AREA New building area: 40250 square feet
Number of stories: 1
Name:Pac'1'rust Type of construction: VB
Address:15350 SW Sequoia Parkway Occupancy groups:
City/State/ZIP:Tigard OR 97224 Existing: B
Phone: (-6431624-'�76fr 003)444 43o0 Fax:(51'3) 41+- 7 755 New: B
❑ APPLICANT 0 CONTACT PERSON BUILDING PERdI[T FEES*
(Please refer to feeAdsedule)
Business name: I V:A Architects Structural plan review liar;(or deposit):
Contact name:Aaron Cook FLS plan review fee(if applicable):
Address:920 SW 6'h Ave suite 1500 Total fees due upon application:
City/State/ZIP: Portland OR 97204
Amount received:
Phone:(503)220-0668 Fax::( )
;''HOTOVO, r i ,"r+LAR''AN "SY TEN1 FEES*
E-mail:aaronc a tvaarchitects.com Commercial and residential prescriptive installation of
CONTRACTO,1 roof-top mounted Photo Voltaic Solar Panel System.
/ v Submit two(2)sets of roof plan with connection details
Business name: C( /44,,,e. "`�s iy„�l avv, ALL and fire department access,along with the 2010 Oregon
Address: ?-'f7 GC. S'' -- _ Solar Installation Specialty Code checklist.
Permit fee(includes plan review $180.00
City/State/ZIP: .r Loner_1 �,E (4 3a2 and administrative fees):
Phone:(50 ) 34 q- -7,19.4_, I Fax:( ) State surcharge(12%of permit fee): $21.60
CCB lie.: 7.r37(0 7 if/r y Total fee due upon appication: S201.60
r/4Yi1 PT C. 'rf-LT)/ sTrs-a .T1ti S, L P This permit application expires if a permit is not obtained
Authorized signature:a`l' ( ...,C .-og/--
within 180 days after it has been accepted as complete.
[. * Fee methodology set by Tri-County Building Industry
Print name:Ra t W.4 40 J, Kitt.P ra e 0 Date: l t(tat 1 ZP() Service Board.
1:\Building\Permits\BUP-COM PermitApp.doc 02/24/2011 440-4613T(l 1/02/COM/W EB)
COMcheck Software Version 3.9.2
irrIP Envelope Compliance Certificate
2010 Oregon Energy Efficiency Specialty Code
Section 1: Project Information
Project Type: New Construction
Envelope Compliance Method:Simplified Trade-Off
Project Title : Pacific Parkway
Construction Site: Owner/Agent: Designer/Contractor:
6600 SW Hampton Street Richard Krippaehne Aaron Cook
Tigarg,OR 97233 Pac Trust NA Architects
15350 SW Sequoia Parkway 920 SW 6th Ave
Suite 300 Suite 1500
Portland,OR 97224 Portland,OR 97204
503.624.7755 503-220-0668
dickk @pactrust.com aaronc @tvaarchitects.com
Section 2: General Information
Building Location(for weather data): Portland,Oregon
Climate Zone: 4c
Building Space Conditioning Type(s): Nonresidential
Vertical Glazing/Wall Area Pct.: 39%
Skylight Glazing/Roof Area Pct.: 1%
Building Type Floor Area
office(Office) 39152
Section 3: Requirements Checklist
Envelope PASSES:Design 3%better than code.
Climate-Specific Requirements:
Component Name/Description Gross Cavity Cont. Proposed Budget
Area or R-Value R-Value U-Factor U-Factorcal
Perimeter
Roof 1: Insulation Entirely Above Deck 37312 -- 30.0 0.032 0.048
Skylight 1:Metal Frame with Thermal Break:Double Pane with 552 -- -- 0.290 0.600
Low-E,Clear,SHGC 0.27
W:Basic Wall:(E)EXTERIOR-8"CAST IN PLACE CONCRETE: 169 -- 0.0 0.570 0.150
Solid Concrete:8"Thickness,Medium Density,Furring:None
W:Basic Wall:(E)EXTERIOR-STANDING SEAM METAL PANEL 1062 15.0 0.0 0.118 0.064
25"+FASCIA:Steel-Framed, 16"o.c.
W:Basic Wall:(E)EXTERIOR-8"CAST IN PLACE CONCRETE 244 15.0 0.0 0.129 0.150
W/4"METAL STUD AND GWB:Solid Concrete:8"
Thickness,Medium Density,Furring:Metal
W:Basic Wall:(N)EXTERIOR-FLAT METAL PANEL ON(E)2X6 170 15.0 0.0 0.083 0.064
WOOD STUDS WITH GWB:Wood-Framed, 16"o.c.
W: Basic Wall:(N)EXTERIOR-RIBBED METAL PANEL ON 6" 93 15.0 0.0 0.118 0.064
METAL STUDS-WITH GWB:Steel-Framed, 16"o.c.
W:Basic Wall:(N)EXTERIOR-RIBBED METAL PANEL ON 6" 273 15.0 0.0 0.118 0.064
METAL STUDS-NO INTERIOR FINISH:Steel-Framed, 16"o.c.
W:Basic Wall:(N)EXTERIOR-SHEAR WALL-SW 1-RIBBED 192 15.0 0.0 0.124 0.150
METAL PANEL ON 11"CAST CONCRETE W/4"METAL STUD
AND GWB:Solid Concrete:11"Thickness,Medium Density,
Furring:Metal
Project Title: Pacific Parkway Report date: 11/08/13
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W:Basic Wall:(E)EXTERIOR-BRICK ON 8"CAST IN PLACE 1860 -- 0.0 0.570 0.150
CONCRETE-WEST SIDE:Solid Concrete:8"Thickness,Medium
Density,Furring:None
Kawneer:Metal Frame Curtain Wall/Storefront:Double Pane with 1145 -- -- 0.420 0.450
Low-E,Clear,SHGC 0.40,PF 0.22
N:Basic Wall:(E)EXTERIOR-6"CAST IN PLACE CONCRETE: 40 - 0.0 0.650 0.150
Solid Concrete:6"Thickness,Medium Density,Furring:None
N:Basic Wall:(E)EXTERIOR-BRICK ON 2X4 WOOD STUDS W/ 56 15.0 0.0 0.083 0.064
GWB:Wood-Framed, 16"o.c.
N:Basic Wall:(E)EXTERIOR-STANDING SEAM METAL PANEL 42 15.0 0.0 0.083 0.064
12.5"ON 2X4 WOOD STUDS:Wood-Framed, 16"o.c.
N:Basic Wall:(E)EXTERIOR-STANDING SEAM METAL PANEL 185 15.0 0.0 0.118 0.064
12.5"ON BLOCKING:Steel-Framed, 16"o.c.
N:Basic Wall:(E)EXTERIOR-STANDING SEAM METAL PANEL 845 15.0 0.0 0.083 0.064
25"ON 2X4 WOOD STUDS:Wood-Framed, 16"o.c.
N:Basic Wall:(N)EXTERIOR-FLAT METAL PANEL ON FURRING: 40 15.0 0.0 0.118 0.064
Steel-Framed,16"o.c.
N:Basic Wall:(N)EXTERIOR-SHEAR WALL MEZZ NORTH- 1369 15.0 0.0 0.129 0.150
RIBBED METAL PANEL ON 8"CAST IN PLACE CONCRETE
W/4"METAL STUD AND GWB:Solid Concrete:8"
Thickness,Medium Density,Furring:Metal
Kawneer:Metal Frame Curtain Wall/Storefront:Double Pane with 1190 --- --- 0.420 0.450
Low-E,Clear,SHGC 0.40
E:Basic Wall:(E)EXTERIOR-BRICK 2 WYTHS:Steel-Framed, 16" 208 15.0 0.0 0.118 0.064
o.c.
E:Basic Wall:(E)EXTERIOR-BRICK ON 8"CMU-EAST SIDE: 629 15.0 0.0 0.118 0.064
Steel-Framed,16"o.c.
E:Basic Wall:(E)EXTERIOR-BRICK ON 2X4"WOOD STUDS W/ 152 15.0 0.0 0.118 0.064
GWB:Steel-Framed, 16"o.c.
E:Basic Wall:(E)EXTERIOR-STANDING SEAM METAL PANEL 1061 15.0 0.0 0.118 0.064
25"FASCIA:Steel-Framed, 16"o.c.
E:Basic Wall:(N)EXTERIOR-FLAT METAL PANEL ON 4"METAL 17 15.0 0.0 0.118 0.064
STUDS:Steel-Framed, 16"o.c.
E:Basic Wall:(N)EXTERIOR-RIBBED METAL PANEL ON 6" 41 15.0 0.0 0.118 0.064
METAL STUDS-WITH GWB:Steel-Framed, 16"o.c.
E:Basic Wall:(N)EXTERIOR-SHEAR WALL-SE-RIBBED 26 15.0 0.0 0.118 0.064
METAL PANEL ON 11"CAST CONCRETE W/4"METAL STUD
AND GWB:Steel-Framed,16"o.c.
E:Shear Wall with metal panel(New):Steel-Framed, 16"o.c. 1417 15.0 0.0 0.118 0.064
Kawneer:Metal Frame Curtain Wall/Storefront:Double Pane with 1223 -- -- 0.420 0.450
Low-E,Clear,SHGC 0.40
S:Basic Wall:(E)EXTERIOR-BRICK ON 8"CMU-EAST SIDE: 192 -- 0.0 0.570 0.150
Solid Concrete:8"Thickness,Medium Density,Furring:None
S:Basic Wall:(E)EXTERIOR-STANDING SEAM METAL PANEL 674 15.0 0.0 0.118 0.064
25"ON 2X4 WOOD STUDS:Steel-Framed, 16"o.c.
S:Basic Wall:(N)EXTERIOR-FLAT METAL PANEL ON(E)2X6 40 15.0 0.0 0.083 0.064
WOOD STUDS WITH GWB:Wood-Framed,16"o.c.
S:Basic Wall:(N)EXTERIOR-FLAT METAL PANEL ON(N)2X6 13 15.0 0.0 0.083 0.064
WOOD STUDS WITH GWB:Wood-Framed,16"o.c.
S:Basic Wall:(N)EXTERIOR-RIBBED METAL PANEL ON 6" 88 15.0 0.0 0.083 0.064
METAL STUDS W/GWB:Wood-Framed, 16"o.c.
S:Basic Wall:(N)EXTERIOR-SHEAR WALL-SW 2-RIBBED 1600 15.0 0.0 0.122 0.150
METAL PANEL ON 16"CAST IN PLACE CONCRETE
W/4"METAL STUDS AND GWB:Solid Concrete:12"
Thickness,Medium Density,Furring:Metal
Kawneer:Metal Frame Curtain Wall/Storefront:Double Pane with 1383 -- --- 0.420 0.450
Low-E,Clear,SHGC 0.40
Floor 1:Slab-On-Grade:Unheated 1160 -- -- -- --
(a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements.
In the following requirements,blank checkboxes identify requirements that the applicant has not acknowledged as being met. Checkmarks
identify requirements that the applicant acknowledges are met or excepted from compliance. 'Plans reference page/section'identifies where in
the plans/specs the requirement can be verified as being satisfied.
Fenestration Product Rating:
✓ 1. U-factors of fenestration products(windows,doors and skylights)are determined in accordance with NFRC 100 by an accredited,
independent laboratory,and labeled and certified by the manufacturer or are determined using the commercial size category values
listed in Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals,Table No.4 and shall include the effects of the window frame.
The temporary label afixed to the fenestration products must not be removed prior to inspection.
Project Title: Pacific Parkway Report date: 11/08/13
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08 41 13 ALUMINUM FRAMED ENTRANCES AND STOREFRONT
Plans reference page/section: 08 62 00 UNIT SKYLIGHTS
• 2. Solar heat gain coefficient(SHGC)of glazed fenestration products(windows,glazed doors and skylights)shall be determined in
accordance with NFRC 200 by an accredited,independent laboratory,and labeled and certified by the manufacturer or be determined
using the Solar Heat Gain Coefficients(SHGC)in Chapter 15 of the 2009 ASHRAE Handbook of Fundamentals,Table No.10.The
overall values must consider type of frame material and operator for the SHGC at normal incidence.
08 80 00 GLASS AND GLAZING
Plans reference page/section: 08 62 00 UNIT SKYLIGHTS
Air Leakage, Insulation, and Component Certification:
• 3. Sealing of the building envelope.Openings and penetrations in the building envelope are sealed with caulking materials or closed with
gasketing systems compatible with the construction materials and location.Joints and seams are sealed in the same manner or taped
or covered with a moisture vapor-permeable wrapping material.Sealing materials spanning joints between construction materials allow
for expansion and contraction of the construction materials.
07 21 00 BUILDING INSULATION
Plans reference page/section: 07 92 00 JOINT SEALANTS
J 4. Window and door assemblies.The air leakage of window and sliding or swinging door assemblies that are part of the building envelope
are determined in accordance with AAMA/WDMA/CSA 101/I.S.2/A440,or NFRC 400 by an accredited,independent laboratory,and
labeled and certified by the manufacturer.
Plans reference page/section: 08 41 13 ALUMINUM FRAMED ENTRANCES AND STOREFRONT
• 5. Curtain wall,storefront glazing and commercial entrance doors.Curtain wall,storefront glazing and commercial-glazed swinging
entrance doors and revolving doors are tested for air leakage in accordance with ASTM E 283.For curtain walls and storefront glazing,
the maximum air leakage rate is 0.3 cubic foot per minute per square foot of fenestration area.For commercial glazed swinging
entrance doors and revolving doors,the maximum air leakage rate is 1.00 cfm/ft2 of door area.
Plans reference page/section: 08 41 13 ALUMINUM FRAMED ENTRANCES AND STOREFRONT
• 6. Building thermal envelope insulation.An R-value identification mark is applied(by manufacturer)to each piece of insulation 12
inches or greater in width.Alternately,the insulation installers have provided a signed,dated and posted certification listing the type,
manufacturer and R-value of insulation installed.Refer to code section for blown or sprayed insulation installation/settling depths and
marker requirements.
• 7. Insulation mark installation.Insulating materials are installed such that the manufacturer's R-value mark is readily observable upon
inspection.
✓ 8. Insulation product rating.The thermal resistance(R-value)of insulation has been determined in accordance with the U.S.FTC R-value
rule.
• 9. Installation.All material,systems and equipment are installed in accordance with the manufacturer's installation instructions and the
International Building Code.
• 10.Outdoor air intakes and exhaust openings.Stair and elevator shaft vents and other outdoor air intakes and exhaust openings integral
to the building envelope shall be equipped with not less than a Class I motorized,leakage-rated damper with a maximum leakage rate
of 4 cfm per square foot at 1.0 inch water gauge when tested in accordance with AMCA 500D.Stair and shaft vent dampers shall be
capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection
systems.
Plans reference page/section: SEE DEFERRED SUBMITTAL
• 11.Loading dock weatherseals.Cargo doors and loading dock doors are equipped with weather seals to restrict infiltration when vehicles
are parked in the doorway.
Plans reference page/section: 08 36 00 SECTIONAL OVERHEAD DOORS
✓ 12.Recessed lighting.Recessed luminaires installed in the building thermal envelope are sealed to limit air leakage between conditioned
and unconditioned spaces.All recessed luminaires are IC-rated and labeled as meeting ASTM E 283.All recessed luminaires are
sealed with a gasket or caulk between the housing and interior wall or ceiling covering.
Plans reference page/section: REQUIREMENT IS NOT APPLICABLE
❑ 13.Vestibules.Doors that separate conditioned space from the exterior are protected with an enclosed vestibule,with all doors of the
vestibule equipped with self-closing devices.Vestibules are designed so interior and exterior doors to not operate simultaneously.
Exception(s):
❑ Doors not intended to be used as a building entrance door,such as doors to mechanical or electrical equipment rooms.
❑ Doors opening directly from a sleeping unit or dwelling unit.
❑ Doors that open directly from a space less than 3000 sq.ft.in area.
❑ Revolving doors.
❑ Doors used primarily to facilitate vehicular movement or material handling and adjacent personnel doors.
XRequirement is not applicable.
Plans reference page/section:
Project Title: Pacific Parkway Report date: 11/08/13
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14'Other components have supporting documentation for proposed U-Factors.
Requirement is not applicable.
Plans reference page/section:
Section 4: Compliance Statement
Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans,specifications and
other calculations submitted with this permit application.The proposed envelope system has been designed to meet the 2010 Oregon Energy
Efficiency Specialty Code requirements in COMcheck Version 3.9.2 and •comply with the m.ndatory requirements in the Requirements
Checklist.
Aaron Cook AIA LEED BD+C �� 11/08/13
Name-Title Signa re Date
Project Title: Pacific Parkway Report date: 11/08/13
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