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Permit
F ` 1 BUILDING PERMIT � >� 4 CITY OF TIGARD COMMUNITY DEVELOPMENT Permit #: BU P2010 00033 'ARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 04/21/2010 T 1 G o..,1.,yt, . ,V,> �F., Parcel: 2S101 BC00900 Jurisdiction: Tigard Site address: 12291 SW KNOLL DR Subdivision: Lot: 0 Project: The Knoll at Tigard Project Description: New MF 48 unit housing structure. DEMO CREDITS APPLIED FROM BUP2010- 00061, BUP2010 -00062 & BUP2010- 00063. Owner: FEES THE KNOLL AT TIARD Description Date Amount PO BOX 23206 Plan Review 02/24/2010 $13,970.05 TIGARD, OR 97281 -3206 Plan Review - Fire Life Safety 02/24/2010 $8,596.95 PHONE: 503 - 293 -4038 Permit Fee - RES - New Construction 04/16/2010 $17,399.72 12% State Surcharge - Building 04/16/2010 $2,087.97 Contractor: CDC Bldg Review, COM 04/16/2010 $143.50 LMC INC CDC Plan Review, COM 04/16/2010 $143.50 8324 SW NIMBUS CDC Plan Review, COM - LRP 04/16/2010 $42.00 BEAVERTON, OR 97008 Erosion Control 04/16/2010 $1,216.00 Erosion Plan Review CWS 04/16/2010 $395.20 PHONE: 503 - 646 -0521 Erosion Plan Review COT 04/16/2010 $395.20 FAX: Park SDC 04/16/2010 $171,183.00 Specifics: Additional Plan Review 04/16/2010 $200.00 Type of Use: MF Class of Work: NEW Dwelling Units: 48 Stories: 4 Height: 52 ft Bedrooms: 51 Bathrooms: 51 Value: $4,950,685 Floor Areas: Total Area: 46422 Accessory Struct: 0 Basement: 0 Carport: 0 Covered Porch: 0 Deck: 0 Garage: 0 Mezzanine: 0 Total $215,773.09 Required: Required Items and Reports (Conditions) 1 BUP Licensed Fabricated Steel Fire Sprinkler: Yes Parapet: No 2 BUP Structural Welding Fire Alarm: Yes Protected Corridors: Yes 3 BUP Reinforced Concrete Smoke Detectors: Yes Manual Pull Stations: No 4 BUP Bolts in Concrete Accessible Parking: 2 5 BUP Ersn Cntrl 681 -4444 6 BUP Structural Observation 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 -0100. You may obtain a copy of the rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. z 4:2444 .7z.,_ Issued By: Permittee Signature: ��t ^� ��° CaII 503.639.4175 by 7:00 a.m. for an inspection that business 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. V FT 201 o -Coo‘ Building Permit Application .p ` — 0005 Commercial , RF °w. +,. i. , . , 1 tdot, ra F 0 IC w:ti, c SF r � O \ ? � �' ;, . r s"•c 1 " �, rq City of Tigard P ermit No.� ��,�,�., ° 13125 SW Hall Bled., Ti ,rd. OR 97223 FEB 2 4 2010 .�1� g` Plan Revie 4 ' 0 ; Phone: 503.639.4171 Fax: 503.598.1960 Date/By: ��' ' 1 I t ' . Other Permit: ' Inspection Line: 503.639.4175 CITY T O TIGARD Date Ready/By: Juris: ® Sec Page 2 for i71GAR N ask PI /� 1 °,,:a+JW Internet: www.tigard or.gov BUILDING DIVISION Notified'Method: Supplemental Information • TYPE OF WORK 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 'it ❑ Addition /alteration /replacement ❑ Other: equipment, materials, labor, overhead. and the profit for the CATEGORY OF CONSTRUCTION work indicated on this application. ❑ I- and 2- family dwelling ❑ Commercial /industrial Valuation: $ ❑ Accessory building ® Multi - family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 12340 & 12360 SW Hall & tswt$a �w tfunztker 12 au-) k? . 2. New dwelling arca: square feet City /State /ZIP: Tigard, OR 97223 Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: The Knoll at Tigard Covered porch area: square feet Cross street /directions to job site: NE corner of SW Hall & SW Hunziker Deck area: square feet intersection. 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.: 25101 BC 00800, - 00900, -01000 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. New construction multifamily residential development, 48 residential units & Valuation:� r r support spaces including manager office, common rooms, and exterior site Existing building area: - square feet improvements. New building area: 46422 square feet ® .PROPERTY OWNER ❑ TENANT Number of stories: 4 Name: The Knoll at Tigard LLC, c/o Sheila Fink CPAH Type of construction: VA Address: P.O. Box 23206 Occupancy groups: City /State /ZIP: Tigard, OR 97281 - 3206 Existing: - Phone: (503)293 -4038 Fax: ( ) New: R -2 ® APPLICANT ❑ CONTACT PERSON - NOTICE Business name: Carleton Hart Architecture All contractors and subcontractors are required to be Contact name: Ben White licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: 322 NW 8 Ave jurisdiction in which work is being performed. If the City /State /ZIP: Portland, OR 97209 applicant is exempt from licensing, the following reasons apply: Phone : (503)206 -3174 Fax: : (503) 243-3261 E - mail ben.whiteCicarletonhart.com . CONTRACTOR - • Business name: LMC Construction BUILDING PERMIT. FEES* Address: 8324 SW Nimbus Ave (Please refer to fee schedule) City /State /ZIP: Beaverton, OR 97008 Structural plan review fee (or deposit): f 3 X170 .05 FLS plan review fee (if applicable): 8 1 5 j°I (A •95 Phone: (503) 646 - 0521 Fax: (503) 646 - 6823 CCB lie.: 161282 Total fees due upon application: 27- , S 6 7. 00 Amount received: Authorized signature: VAA ' This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: Sh 6 Ia Gt ee,sA 1 aAAJ - gtN,n k-_ _ Date: 2_I 2•( [2�0 I 0 * Fee methodology set by Tri- County Building Industry • Service Board. 1: \Building \Permits \BLIP -COM PcnnitApp.doc 10/01/09 440-4613T( 11/02/COM/W EB) City of Tigard, Oregon o 13125 SW Hall Blvd. ° Tigard, OR 97223 7 : °F' 14 � xu April 2, 2010 1. . ‘1 • RE: NEW APARTMENT Project Information 113110ARD Building Permit: BUP2010 -00033 Construction Type: 5A Address: 12340 SW Hunziker Rd. Occupancy Type: R -2 Area: 46422 Sq. Ft. Stories: 4 Name: The Knoll at Tigard Sprinklers: Yes The plan review was performed under the State of Oregon Structural Specialty Code (OSSC) 2007 edition; 2007 Oregon Fire Code. Please respond to conditions below. 1) Provide steel column protection assembly as required per OSSC 714. 2) Provide stairway floor number signs in vertical exit enclosures as per OSSC 1020.1.6. 3) Submit completed TVFR fire flow worksheet found on tvfr.com. 4) Rainwater harvesting system shall be engineered and submitted with the plumbing application. 5) Openings in corridor walls shall be as per fire partitions OSSC 708. 6) Corridors constructed as tunnels shall be blocked at ceiling line. 7) , Provide Statement of Special Inspections as per OSSC 1704.1.1. 8) On page A8.30 pipe and wire penetration details do not match listing numbers. 9) Show membrane penetration assemblies for can lights and fan boxes in one hour ceilings. 10)Show engineered details for all "clouded" ceiling grid applications. 11)Total glass in meeting room corridor wall #127 shall be limited to 25% of the area of the common wall. OSSC 715.5.7.2 When responding, provide an itemized letter stating in what way each numbered issue has been addressed in the revision. When submitting revised drawings or additional information, please attach a copy of the enclosed City of Tigard, Letter of Transmittal. The letter of transmittal assists the City of Tigard in tracking and processing the documents. Respectfully, kO Dan Nelson Senior Plans Examiner (503) 718 -2436 dann @tigard - or.gov Phone: 503.639.4171 o Fax: 503.684.7297 o www.tigard - or.gov o TTY Relay: 503.684.2772 ,�-- ��,' Form 3a Project Name: The Knoll at Tigard Page:11 BUILDING ENVELOPE - GENERAL • Check all boxes that 1. Exceptions (Section 1312) apply. ❑ No Envelope Components. The building plans do not call for new or altered building envelope components, e.g., walls, floors or roof /ceilings. ❑ A Non - conditioned Building. The proposed structure has no spaces heated or cooled by an HVAC system. Exceptions ❑ Exception. All new or altered building envelope components do not comply with the Discussion of qualifying requirements, Section 1312, but qualify for Exception: ❑ -1 0-2 0-3 0 - 0-5 exceptions in Portions of the building that qualify: instructions section. Plans /Specs Sect. 072100, A8.01, A8.02 Show compliance by The plans /specs show compliance in the following locations: including a drawing sheet, detail number, specification section 2. Air Leakage (Section 1312.1.1) and /or subparagraph. 0 Complies. Plans require penetrations in building envelope are sealed and windows and doors are caulked, gasketed or weatherstripped. The plans /specs show compliance in the following locations: Sect. 072500, A8.20 RECEIVED 3. Suspended Ceiling (Section 1312.1.2.1) O Complies. Building plans do not show suspended ceilings used to separate conditioned FEB 2 4 2010 space from unconditioned space. No exceptions permitted. CITY OF TIGARD 4. Recessed Light Fixtures (Section 1312.1.2.2) P UILDING DIVISION 0 Complies. The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. ❑ Exception. The building plans require that fixtures installed in direct contact with insulation be insulation coverage (IC) rated. The plans /specs show compliance in the following locations: 5. Moisture Control (Section 1312.1.4) O Complies. A one -perm vapor retarder is installed on the warm side (in winter) of all exterior floors, walls and ceilings, and a ground cover installed in the crawl space of both new and existing buildings where insulation is installed. The plans /specs show compliance in the following locations: A8.01, A8.02 ❑ Exception. All new or altered building envelope components do not comply with the vapor retarder requirements of the code, but qualify for an exception. Note applicable exception. Section 1312.1.4, Exception: 0-1 0-2 Portions of the building that comply: Climate 6. Climate Zones Zones 0 Zone 1 - A building site is in Climate Zone 1 if its elevation is less than 3000 feet above sea level and it is in one of the following counties: Benton, Columbia, Clackamas, Clatsop, Coos, Curry, Douglas, Jackson, Josephine, Lane, Lincoln, Linn, Marion, Multnomah, Polk, Tillamook, Yamhill, or Washington. a o ❑ Zone 2 - Building sites not in Zone 1, or where construction site elevation is 3000 feet or higher in Zone 1, are in Zone 2. OFFICE COPY • 3 -1 Compliance with OSSC. effective 04/01/07 b Form 3b Project Name: The Knoll at Tigard Page: 2 PRESCRIPTIVE PATH Part 1 of 4 CLIMATE ZONE 1 Exterior Wall Window Area Area Glazing Maximum Glazing (total rough frame ft2) (gross ft2) % Fraction Complies Glazing Conditioned 5,735 - 33,597 X 100 = 17.1% Yes Percent Space Calc- Semi- . Illation Conditioned - X 100 = Yes See instruction Space section for a discussion of Conditioned glazing percent Mechanical - X 100 = Yes calculation. Penthouse Windows Window Max Minimum Window Shading Minimum From Work - sheet (from Worksheet 3d) U- Factor' Assembly (from Worksheet 3d) Coefficient Assembly 3d, place the N/A N/A 2 N/A N/A highest Overall ❑ ❑ Window U- factor and highest U - Value Complies N/A SC Complies N/A Center - of - Glass Required SC. Or check Double- glazed with 0.5 inch minimum Minimum airspace, low -e coating, alum Required Minimum Tinted outdoor pane assembly and Assembly (Fixed frame Assembly identify window. Wintinws) Required Mini- mum Assembly Double- glazed window with a (Operable 0.5 inch air space, low -e Windows and coating and thermally broken Curtainwall) frame The plans /specs show window compliance in the following locations: A0.01, Sect. 085313 Notes 1 From Worksheet 3d, place the highest Overall Window U- factor or check (Minimum Assembly). See "Window Requirements" in table on the following page for specific MA requirements. Excel version will automatically insert minimum assembly requirements or greatest U -value from 2 'From Worksheet 3d, place the highest "center -of- glass" shading coefficient (SC) for glass or check MA (Minimum Assembly). See "Window Require- ments" in following table for specific MA requirements. Excel version will automatically insert minimum assembly requirements or greatest SC from Worksheet 3d. Shading Coefficient (SC) can be calculated from Solar Heat Gain Coefficient using the equation: SC = SHGC + 0.87. Manufacturers data may also be used to document SC. Walls R -Value Wall / Insulation Type Insulation Only U- Factor See instructions for a discussion I Frame (wood framing), spray - in fiberglass 30 or of wall require- I — — ments. i or or I _ or - or `I or Below -Grade R - Value Walls Insulation Only U- Factor See instructions Below -Grade Walls (Min. R -7.5). (Max. 0.11) for a discussion of or 41; Z„," „ requirements. , ..t , .'„ ---. *'`' z Notes 3 Submit Worksheet 3a for each calculated assembly U- factor \ e 6 „� Compliance with OSSC, effective 04/01/07 Form 3b Project Name: The Knoll at Tigard Page: 3 PRESCRIPTIVE PATH Part 2 of 4 Code Requirements - Zone 1 Discussion of these requirements in the instruction section. ZONE 1 • Wall Requirements Window Requirements Max. Max. Glazing R -Value Max. U- Shading Fraction Wall / Insulation Type Insulation Only U- Factor Factor Coefficient Up to 15% CMU 'Masonry w /integral loose 1111 insulation • N/A or 0.300 0.540 , 0.57 7 Masonry or concrete w /cont. exterior insulation 1.4 or 0.300 CMU Masonry w /integral rigid fill insulation N/A or 0.210 Masonry or concrete w /interior insulation 11 or 0.130 Up to 30% Masonry or concrete w /cont. exterior insulation 2.8 or 0.210 0.540' 0.57' Frame (wood or metal framing) 13 or 0.130 Other (provide short description) 13 or 0.130 CMU Masonry w /integral rigid fill insulation N/A or 0.210 Masonry or concrete w /interior insulation 11 or 0.130 Up to 40% Masonry or concrete w /cont. exterior insulation 2.8 or 0.210 0.370 0.35 0.35 Frame (wood or metal framing) 13 or 0.130 Other (provide short description) 13 or 0.130 Code Requirements - Zone 2 Discussion of these requirements in the instruction section. ZONE 2 Wall Requirements Window Requirements Wall / Insulation Type Max. U- Max. • Max. Glazing R -Value U- Factor Factor Shading Fraction Insulation Only Coefficient CMU 'Mason s w/integral loose fill insulation N/A or 0 .300 Up to 15% ry ' 5 0.500 0.500 0.57 Masonry or concrete , w /cont. exterior insulation 1.8 or 0 .270 CMU Masonry w /integral rigid fill insulation N/A or 0.160 Masonry or concrete w /interior insulation 13 or 0.090 Up to 25% Masonry or concrete w /cont. exterior insulation 4.3 or 0.160 0.500 0.57 Frame (wood or metal framing) 19 or 0.090 Other (provide short description) 19 or 0.090 CMU Masonry w /integral rigid fill insulation N/A or 0.160 Masonry or concrete w /interior insulation 13 or 0.090 Up to 33% Masonry or concrete w /cont. exterior insulation 4.3 or 0.160 0.370 0.43 Frame (wood or metal framing) 19 or 0.090 Other (provide short description) 19 or 0.090 Notes a The Simplified Trade -off Approach must be used if glazing fraction exceeds allowable percentages. 5 Minimum weight of masonry and concrete walls = 45 Ib /ft2 of wall face area 6 All cores to be filled. At least 50% of cores must be filled with vermiculite or equivalent fill insulation. 7 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double - glazed window with a 0.5 inch air space. low -e coating and aluminum frame. MA shading coefficient description is a tinted outboard pane of glass. For Operable Windows or Curtainwall: double - glazed window with a 0.5 inch air space, low -e coating and thermally broken frame. MA shading coefficient description is a tinted outboard pane of glass. 8 All cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry walls 9 Batt insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavity, up to 6 inches in depth. 10 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double - glazed window with a 0.5 inch argon filled space, low -e coating (e <= 0.05) and thermal break frame. For Operable Windows or Curtainwall: only use Max U- Factor. MA shading coefficient description is a 0.25 - inch thick glass with low -e coating (e <= 0.05) with a tinted outboard pane. 11 Prescriptive MA (Minimum Assembly) - For Fixed Windows: double - glazed window with a 0.5 inch air space, low -e coating and aluminum frame. For Operable Windows or Curtainwall: double - glazed window with a 0.5 inch air space, low -e coating (e <= 0.1) and thermally broken frame. MA maximum shading coefficient description is a tinted outboard pane of glass. ,,,'o 6-... 12 Prescriptive MA (Minimum Assembly) - For Fixed Windows, a double - glazed window with a 0.5 inch argon filled space, low -e coating (e < = `% , J ` 1 i, 0.05) and thermal break frame. For Operable Windows or Curtainwall. only use Max U- Factor. MA shading coefficient description is a 0.25 - l o1 inch thick glass with low -e coating (e <= 0.05). Compliance with OSSC, effective 04/01/07 Form 3b Project Name: The Knoll at Tigard Page: 4 PRESCRIPTIVE PATH Part 3 of 4 Roofs/ R -Value 12 Insulation Only U - Factor Ceilings Roof / Ceiling (Min. R -19) (Max. 0.050) See instructions - for a dicussion of Trusses/TJIs at 24" o.c. 30 or roofs /ceilings. Notes 11 Write -in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 12 Submit Worksheet 3b for each calculated roof /ceiling assembly U- factor. Skylight Area Roof Area Skylight Maximum Skylight (total rough frame ft2) (gross ft2) % 13 Fraction Complies Skylights Conditioned X 100 = N/A Includes glazed Space smoke vents. See instructions Semi - for a dicussion of Conditioned - X 100 = N/A skylights. Space • Conditioned Mechanical - X 100 = N/A Penthouse Skylight Area Roof /Ceiling Area Skylight (total rough (gross ft2) Percent frame 82) Skylights Skylights Max Minimum Skylights Shading Minimum From Worksheet (from Worksheet 3d) U- Factor Assembly (from Worksheet 3d) Coefficient Assembly 3d, place highest Overall Vertical #N /A - ❑ #N /A - N/A Window U- factor and highest U - Value Complies Yes SC Complies Yes Center - of - Glass SC. Required Required Minimum Minimum N/A Assembly N/A (must use SC) Assembly The plans /specs show window compliance in the following locations: • Code Compliance Thermal Performance Shading Coefficient .Option Overall Vertical U- Factor Center of Glass SC Require- Performance U -1.230 for overall assembly in overhead plane SC -0.47 center -of -glass ments Min. Assembly (MA) Double glazed, 0.5 -inch airspace N/A Notes 13 Skylight percentage area is based on total skylight and smoke vent rough frame area divided by total conditioned roof area. Percentage must not exceed 6 percent of total roof /ceiling area in conditioned building space. The Simplified Trade -off Approach must be used if glazing fraction exceeds allowable percentages. 14 From Worksheet 3d, place the highest Overall Vertical U- factor or write -in MA (Minimum Assembly). See "Skylight Requirements" in table above for specific MA requirements. 15 From Worksheet 3e, place the highest "center -of- glass" shading coefficient (SC) for glass. See "Skylight Requirements" in table above for specific MA requirements. Shading Coefficient (SC) can be calculated from the Solar Heat Gain Coefficient using the equation: SC = SHGC 0.87. Manufacturers data may also be used to document SC. Compliance with OSSC, effective 04/01/07 • F Form 3b Project Name: The Knoll at Tigard Page: 5 PRESCRIPTIVE PATH Part 4 of 4 ,IPM ANI gi:HUNIPIRO1!R Jn *I/S +WW14Mi ..!i 41WAPNIMIPO L iSIMIYt e'7NYt! S.4101401 k14af+t orq ;:opor %MY Y:IP. Floors R -Value See instructions Floors over Unconditioned Spaces Insulation Only U- Factor for a dicussion of floors. or Heated Concrete Slab Edge R -Value Insulation Only Heated Slab -on -Grade (Section 1312.1.2.4) ID Complies. Building plans show insulation extending downward from the top of the slab a minimum distance of 24 inches or downward and under the slab for a combined minimum distance of 24 inches or to the bottom of the thickened edge of the of slabs used as a foundation. The plans /specs show compliance in the following locations: A4.01- A4.13, Sect. 072100 Notes 16 Write -in a short description for assembly with the lowest insulation R -value or the highest assembly U- factor. 17 Submit Worksheet 3c for each calculated floor assembly U- factor. 18 Write -in a short description for Heated Slab, which has heat. integrated into slab such as hydronic heat. If more than one floor type, enter the lowest insulation R -value or the highest component U- factor of any floor. Code Compliance Options Require- Min. R -Value Max. U- Component Insulation Only Factor ments Floor over Unconditioned Spaces 1 11 I or j 0.070 Climate Climate Component Zone 1 Zone 2 Heated Concrete Slab Edge, Min. R -Value 1 7.5 1 or 1 10.0 U- Factor Doors R -Value - Center -of- See instructions Doors Insulation Only Panel for a dicussion of opaque, with leaf width greater than 4' (Min. R -5) (Max. 0.20) doors. HM with glazing, 3' leaf or 0.200 Notes 19 Write -in a short description for Doors. If more than one door type, enter the lowest insulation R -value or the highest center -of- panel U- factor of any door. The following doors are exempt from door and window U- factor and shading coefficient requirement 2311 71141i"J1AVAAK S 0716 ~ A . .. .. _ • WitAi t itlfiFile'P.?S'9t WOV?KNO w:;:a eR;44 • 3 -5 Compliance with OSSC, effective 04/01/07 • [ i `�Y , II i{ r t9�1 l l� C A F\ L E i O N H A B l 1 C H I{ E `v t U R C vvv � ..% r:�� 3t tie o lar'i n Q 7209 a _ a • 51..2 243 7252 I : JJN 2 1 .:o . ?fl, °l :.; l5 POD I l_Pi ID, OREGON 2918 date February 5, 2010 project no. 20825 owner Community Partners for project The Knoll at Tigard Affordable Housing 8485 SW Hunziker 6380 SW Capitol Hwy., #151 Tigard, OR 97223 Portland, OR 97239 issued by Ben White This addendum forms a part of the Contract Documents and modifies the Drawings dated 01/29/10. This addendum consists of items described below and on the attached drawings. Hard copies of revisions are attached. ITEM LOCATION DESCRIPTION General 1.1.1 N/A Clarification: Project is subject to residential prevailing wage requirements, per current Davis Bacon Residential Wage Rate Determination (Washington County, OR) - see Attachment #1 1.1.2 N/A Clarification: Provide pricing for each alternate on attached list . - see Attachment #2 012 Drawings 1.3.1 1/A2.10 Addition: Added spot elevations for top of parapet heights on roof plan — see attached sketch AR1 - 01 1.3.2 3/A6.04 Addition: Added interior elevations of Laundry Room 214, 314, 414 — see attached sketch AR2 - 01 1.3.3 4/A6.04 Addition: Added interior elevations of Shower Room 215, 315, 415 — see attached sketches AR3 - 01, AR3 - 02, AR3 - 03, AR3 - 04 1.3.4 A3.02 Addition: Added roof ladder detail — see attached sketches AR4 - 01, 24/A8.23 AR4 - 02 1.3.5 14/A8.31 Addition: Added community room shelving detail — see attached sketch AR5 - 01 END OF ADDENDUM OFFICE COPY • GENERAL DECISION: OR20080033 01/01/2010 OR33 Date: January 1, 2010 General Decision Number: OR20080033 01/01/2010 State: Oregon Construction Type: Residential County: Washington County in Oregon. RESIDENTIAL CONSTRUCTION PROJECTS (consisting of single family homes and apartments up to and including 4 stories). Modification Number Publication Date 0 11/20/2009 1 12/18/2009 2 01/01/2010 BROR0001 -011 06/01/2009 Rates Fringes BRICKLAYER $ 31.07 13.70 TILE FINISHER $ 21.11 9.50 TILE SETTER $ 27.80 12.90 CARP0001 -023 07/01/2009 Rates Fringes CARPENTER (INCLUDING ACCOUSTICAL CEILING INSTALLATION, FORM WORK AND METAL STUD INSTALLATION) Multi Unit $ 23.15 9.61 Single Unit $ 20.90 9.61 * ELE00048 -016 01/01/2010 Rates Fringes ELECTRICIAN $ 19.00 3% +$7.15 ENGI0701 -019 01/01/2010 Rates Fringes Power equipment operators: GROUP 1 $ 37.27 11.50 GROUP 1A $ 39.13 11.50 r . F ,, n ", GROUP 1B $ 41.00 11.50 GROUP 2 $ 35.64 11.50 GROUP 3 $ 34.65 11.50 GROUP 4 $ 33.71 11.50 GROUP 5 $ 32.60 11.50 The Knoll at Tigard Addendum 141 02/05/10 GROUP 6 $ 29.61 11.50 POWER EQUIPMENT OPERATORS CLASSIFICATIONS GROUP 1: CRANE: Helicopter Operator, when used in erecting work; Whirley Operator, 90 ton and over; LATTICE BOOM CRANE: Operator 200 tons through 299 tons, and /or over 200 feet boom; HYDRAULIC CRANE: Hydraulic Crane Operator 90 tons through 199 tons with luffing or tower attachments GROUP 1A: HYDRAULIC CRANE: Hydraulic Operator, 200 tons and over (with luffing or tower attachment); LATTICE BOOM CRANE: Operator, 200 tons through 299 tons, with over 200 feet boom; GROUP 1B: LATTICE BOOM CRANE: Operator, 300 tons through 399 • tons with over 200 feet boom; Operator 400 tons and over GROUP 2: CRANE: Cableway Operator, 25 tons and over; HYDRAULIC CRANE: Hydraulic crane operator 90 tons through 199 tons (without luffing or tower attachment); TOWER/WHIRLEY OPERATOR: Tower Crane Operator; Whirley Operator, under 90 tons; LATTICE BOOM CRANE: 90 through 199 tons and /or 150 to 200 feet boom; EXCAVATOR: Excavator over 130,000 lbs.; HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (with luffing or tower attachment); BLADE: Auto Grader;Blade Operator- Robotic; Rubber tired scraper with tandom scrapers, multi- engine GROUP 3: HYDRAULIC CRANE: Hydraulic crane operator, 50 tons through 89 tons (without luffing or tower attachment); LATTICE BOOM CRANES: Lattice Boom Crane -50 through 89 tons (and less than 150 feet boom); EXCAVATOR: excavator over • 80,000 lbs. through 130,000 lbs.; Rubber Tired Scraper: with tandom scrapers; self loading, paddle wheel, auger type, finish and /or 2 or more units. GROUP 4: CRANE: Hydraulic Crane Operator, under 50 tons; LATTICE BOOM CRANE OPERATOR: Lattice Boom Crane Operator, - under 50 tons; TRACKHOE/ EXCAVATOR - ROBOTIC: up to and including 20,0000 lbs. with any or all attachments; Excavator Operator over 20,000 lbs through 80,000 lbs.; BLADE: Blade operator; Tractor operator with boom attachment; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator over 20,000 lbs pullback; CRANE: Chicago boom and similar types; Boom type lifting device, 5 ton capacity or less; HYDRAULIC HOES EXCAVATOR: Robotic Hydraulic backhoe operator, track and wheel type up to and including 20,0000 lbs. with any or all attachments; Asphalt Paver; Screed Operator; Rubber -Tired Scraper, single engine, single scraper. GROUP 5: TRACKHOE /EXCAVATORS - HYDRAULIC: up to and including 20,000 lbs.; Boom truck operator; DRILLING: Churm Drill and Earth Boring Machine Operator; Directional Drill Operator less than 20,000 lbs pullback; HYDRAULIC HOES EXCAVATORS: Hydraulic Backhoe Operator, wheel type (Ford, John Deere, Case type); Hydraulic Backhoe Operator track type up to and including 20,000 lbs.; Concrete Pumper; Concrete Paver GROUP 6: LOADERS: (less than 1 cu yd.); Roller (Non- Asphalt); Oiler LABO0001 -031 06/01/2008 Rates Fringes Laborers: (Mason Tender - Brick)...$ 25.75 11.25 LABO0003 -007 06/01/2008 Rates Fringes Laborers: GROUP 4 $ 26.15 11.25 GROUP 5 $ 21.51 11.25 LABORER CLASSIFICATIONS: GROUP 4: Asphalt Raker; Grade Checker; Pipelayers GROUP 5: Traffic Flaggers PAI N0055 -008 07/01/2009 Rates Fringes PAINTER BRUSH, ROLLER AND SPRAY $ 19.59 7.24 PAIN0055 -020 08/13/2009 Rates Fringes HIGHWAY /PARKING LOT STRIPING: Painter $ 30.82 8.62 PLAS0082 -002 06/01/2008 Rates Fringes PLASTERER $ 28.46 11.61 PLAS0555 -003 06/01/2009 Rates Fringes CEMENT MASON /CONCRETE FINISHER...$ 28.87 15.59 PLUMO290 -007 04/01/2009 Rates Fringes PLUMBER INCLUDING HVAC PIPE INSTALLATION $ 24.40 17.62 SUOR2009 -017 10/16/2009 Rates Fringes CARPENTER (Drywall Hanging Only) $ 17.85 2.30 FENCE ERECTOR (Chain Link/Cyclone Fence) $ 16.30 2.22 LABORER: Common or General $ 16.57 9.95 LABORER: Mason Tender - Cement/Concrete $ 22.18 7.40 ROOFER $ 12.00 0.00 SHEETMETAL WORKER (HVAC Duct Installation Only) $ 25.67 0.00 TRUCK DRIVER: Dump Truck $ 17.39 4.39 TRUCK DRIVER: Water Truck $ 17.00 5.95 WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental. Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)). In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing. WAGE DETERMINATION APPEALS PROCESS 1.) Has there been an initial decision in the matter? This can be: * an existing published wage determination * a survey underlying a wage determination * a Wage and Hour Division letter setting forth a position on a wage determination matter * a conformance (additional classification and rate) ruling On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis -Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed. With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to: Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to: Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue. 3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to: Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W. Washington, DC 20210 4.) All decisions by the Administrative Review Board are final. END OF GENERAL DECISION C A R L E T O N HART i ° ' : P C H I t C U R E 313 243 J 1 t it ., '._, . . C. 1, st ..r .:Crtl ATTACHMENT Current Alternates: (Ref. A0.01) 1. Install green roof landscaping over south tower as shown on L2.1 - all items above roof membrane per drawings & specification. 2. Increase shade tree caliper to 4" along Hall Blvd. (7 trees). 3. Stamp and stain concrete at entry plazas (West & East Lobby) 4. Provide and install toilet fixtures with 1.0 GPF (instead of 1.3 GPF). 5. Provide and install grab bars at all unit tub /showers, floors 2 -4 6. Provide and install grab bars at all unit toilets, floors 2 -4 7. Provide and install standing seam metal roof over north wing and lobby in lieu of asphalt shingles. 8. Revise unit interior floor finish for all rooms except bedrooms and bathrooms in all units to [VT-1] per finish schedule (bedrooms remain [CPT -3], baths remain [SV -1)) Addenda #1 Alternates: 9. Omit (3) prefabricated roll -in showers at Shower 215, 315, and 415. Plumbing stub -outs and blocking to remain in base bid. 10. Omit monument sign as detailed in 1 -3 on A8.10 11. Revise all custom cedar benches as detailed in 1 -4 on L4.1 to prefabricated recycled plastic benches (Pilot Rock SWB /G -6PW or approved equal) and reduce total count from (29) to (19). 12. Omit shading trellises at unit windows as detailed in 6 &7/A8.20 and 22/A8.23. 13. Revise fiberglass window product specification (085313) from Serious 725 Series and Serious glass package to Pella Impervia composite fiberglass (or approved equal). All window types to have U factor of 0.32 or better and STC value of 0.33 or better. 14. Omit vinyl wall covering and wood chair rail in Hall 109, 125, 209, 225, 309, 325, and 425. Revise wood base at same locations to rubber base per finish schedule. Protective wall corner guards to remain in base bid. 15. Coordinate for off -site prefabrication of framed and sheathed wall panels. 16. Omit secondary concrete planter low wall adjacent to retaining wall as shown in details on A8.11. Raised planter to be revised to landscaped planting area flush with adjacent parking. 17. Revise all recessed medicine cabinets to surface mounted (Bobrick B -297). Revise recessed paper towel dispenser /disposal to surface mounted towel dispenser only (Bobrick B -262). 18. Omit trash chute and compactor. The Knoll at Tigard Addendum #1 02/05/10 • ) 1:11W ® • CH) , 0 0 (I<- \---} (11) ,---, 25'-6* , 29 25'-0" 25-0" 25 26-0" 4 7-- T.O.P. +22040 I I -4 . <> - L„_ T.O.P. +229.75 _...„. T.O.P. +220.4k — T.O.R. m +217.28 11 ' V ---..1.111111_■• • 111:1 <> 0 T.O.R. 0 0 1 A - HI 1 11 0 +227.75 - 1 _ ...i_ i_ - it T.O.P. +220.40 _ T.O.P. +222.85 _ .. s. _ , T.O.P. +229.75 .,, 1 .1......_4±11 T.O.P.1+222.85 MKP -- 714 — — ____[ I ..._■ CV C,I ,- .- T.O.P. +221.18 • • E 6 1 w° , 1.___ g! :1 0 1 . • 1 , T.O.P. +222.35 -J 0 91 al 1 'ill co T.O.R. +227.75 ■ ,... . 0 LW co : - II TYP. AT PERIM. v . --I I 1 ■ , 0 , OF SOUTH WING 0 0 .. \— T.O.P. +229.75 T.O.P. +222.35 0 0 0 0 0 0 ED Cif] [0] cm an • ..._ ____ _ i T.O.R. +219.85 .0.R. +219.85-\ b - 1 - 1Z:I T.O.P. +222.35 T.O.P. +222.35 0" MX ROOF PLAN N ED 0 SCALE 1/16" 1 ' • z EQ. EQ. EQ. EQ. I , EQ. ,ie / / / // / ca , O \ \ \ \ w \ \ \ \ \ WASHER/DRYER, N.I.C. LAUNDRY ROOM STORAGE, O LAUNDRY ROOM, FLOORS 2 -4 SEE DETAIL 12/A8.31 SCALE 1/2" =1 -o cawIur . aeui0. HAE .a0x.ecrwe oo 000 0000000 0110000 0000000 , CE THE KNOLL AT TIGARD AR2 -0 1 1 �_ COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR ! 1 \ CARLETON HART ARCHITECTURE - BASE SHEET 322 n w 8 t h avenue p o r t l a n d , o r e g o n 9 7 2 0 9 PROD NO. 20825 02.05.10 t 503 243 2252 I 1 503 243 3261 I carletonhart.com 3/A6.04 24" TOWEL BAR 28x36 SURFACE MTD. MIRROR 1' -3" , / j . 0 1 - O \(.3-I nIn 2 b v LAV, SEE DETAIL 8/A 1 SOAP DISPENSER 4 O SHOWER ROOM, FLOORS 2 -4 SCALE 1/2" = 1' -0' cor.ncm . UV,[IOM HAn •IOHIFRlflf oo not 10000 wr«an rfIAv59pn C THE KNOLL AT TIGARD A R 3 -O 1 1 1 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING ! ' \ 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE I BASE SHEET 3 2 2 nw 8 t h avenue p o r t I o n o. o r e g o n 97209 i PROD NO. 20825 02.05.10 4/A6.04 t 503 243 2252 I f 503 243 3261 I corletonhort.com i 28x36 SURFACE MTD. MIRROR SOAP DISPENSER LAV, SEE DETAIL 8/A8.31 PAPER TOWEL DISPENSER & WASTE RECEPTACLE HOOK STRIP FIBERGLASS ROLL -IN SHOWER o 0 0 0 (3- O f I� r 0 3c \ i 4> - v c --\J o v 2 O SHOWER ROOM, FLOORS 2 -4 SCALE: 1/2" = 1 -0" COL COflmGHt . CMLVOW 1UY1 MCMitC11R[ W 001 .0PQ00. Q w: l,pur P00 1300 THE KNOLL AT TIGARD AR3 -02 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR / ' \ C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 6th avenue Portland, Oregon 97209 PROJNO. 20825 02.05.10 4/A6.04 1 503 243 2252 I 1 503 243 3261 I carletonhort.com C b C 3 to - r C 3 3 CLOSET ROD & SHELF \C.} SHOWER ROOM, FLOORS 2 -4 FIBERGLASS ROLL IN SHOWER 4 SCALE: 1/2" = 1'-0" COL 11 C0.1.KM1 U.IfIW 5,.,..0AIERU.r W 1101 .R.. w, .00,05.. THE KNOLL AT TIGARD AR3 -03 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE d BASE SHEET 322 nw 81h ovenue portloni, Oregon 97209 PROJ NO. 20825 02.05.10 • 4/A6.04 1 503 243 2252 1 503 243 3261 corletonhart.com / i cam 4 CLOSET ROD & SHELF O SHOWER ROOM, FLOORS 2 -4 SCALE 1/2" = 1' -0" CO"V'41GHi . CMUlON KART AICMITECCUPE DO Nor QEVPOMra WITHOUT ■EE.EVSLON CiEL THE KNOLL AT TIGARD e R 3 _ 0 /) COMMUNITY PARTNERS FOR AFFORDABLE HOUSING I ^" � 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon.97209 ��A6.�4 PROD NO. 20825 02.05.10 1 503 243 2252 I f 503 243 3261 I corietonhartcom • ! . / ••• . , , • , A i 4 ; 1 11 -------- ________ ' IIR _ --I--h , - - - - - - - - - - - - - - - - - - - - - - - - ---"F=_-_=--___•17--- ------------------ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _-_ _-_-_-_-_ _ _ _ _ _ _ - _ _ _ _ _ t ' ■ ' .1 1E19100 1 ____ 1 1 1 -„,:-,-_-.---- i 11 HI 111 1111 1 ________ _____ 11 mill III 1 4 === • • L_ 1 ■ __J . .... ■Ii ( mili - . wow • \ . \ - : \ ma \ ■I ..., / l' I . 0 / =I . • . . 1 4> ROOF ACCESS LADDER, SEE 24/A8.23. • ROOF ACCESS LADDER, SEE 5/A8.23. A COPYRIGHT -CARLETON HAPT AROPTICTUPP DO NOT ITIDODUCT WITHOUT PERTAGRICTIP CM THE KNOLL AT TIGARD AR4-01 , COMMUNITY PARTNERS FOR AFFORDABLE HOUSING /\ 8485 SW HUNZIKER, TIGARD, OR . 1 CARLETON HART ARCHITECTURE j BASE SHEET . 322 ow eth avenue portIond, oregon 97209 PRO.] NO. 20825 02.05.10 A3.02 t 503 243 2252 I f 503 243 3261 I corletonhart,com 1 • • • LINE OF ROOF BEYOND / EXTRUDED ALUMINUM f SIDE RAILS S ALUMINUM GRATING PT BLOCKING, TAPER PLATFORM TO ROOF SLOPE AND SET IN ROOFING CEMENT EXTRUDED ALUMINUM 1 III 1 1 1 i 1 II ' TREAD ALUMINUM MOUNTING BRACKETS, ANCHOR THROUGH FASCIA TO - 71 PROVIDE 2X BLOCKING I BLOCKING BETWEEN OUTRIGGERS co rl \ SEE DETAIL, 2/A8.21 P i LINE OF ROOF BEYOND �rl ALUMINUM MOUNTING S BRACKETS, ANCHOR TO • 1 STUD OR BLOCKING, 32" O.C. MAX., SEE DETAIL 5/A8.23 • _ PT BLOCKING, TAPER TO ROOF SLOPE AND SET IN ROOFING 17./ CEMENT 2a ROOF LADDER AT OVERHANG SCALE: 1"=1 CEE [00010 41. CAa,F10N MMt APOgIKluef 00 001 .FPg0JQ wn0OU, PEe,"2Lp+ THE KNOLL AT TIGARD A R4 -02 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING ^1 ` 8485 SW HUNZIKER, TIGARD, OR ! ' CARLETON HART ARCHITECTURE - - -- BASE SHEET 322 nw 8th avenue Portland. Oregon 97209 PROJ NO. 20825 02.05.10 24/A8.23 1 503 243 2252 I f 503 243 3261 I corletonhort.com i °.® PARTIAL HEIGHT WALL AT RAMP 1' -6" C [PL—s) ON TOP SURFACE -, i 1/ 1 � // Fr SOLID BIRCH NOSING C .....':.. : , i .,: FIXED SHELVES PER ELEVATIONS, ': f EQUALLY SPACED ,! ® 3/4" PLYWOOD W/ BIRCH VENEER ON '. ..-', / > ALL EXPOSED SIDES --.� riui . SOLID BIRCH NOSING • 0 ch SUPPORT FRAME ..: . 2X BLOCKING @ RAMP = EACH SHELF LINE � SOLID BIRCH NOSING .. WOOD BASE PER • FINISH SCHEDULE – :. _ \ i 7 . C ... 1 . O OPEN SHELVING AT COMM. RM. RAMP 4 SCALE: 1 1 /r = 1' -0' • CM flew . UYifiOrr HAYI Nn *[RUVr W vqv vnvOO,JQ wii,rWt vtvru55gry a THE KNOLL AT TIGARD . AR5 -01 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR ! 1 \ CARLETON HART ARCHITECTURE BASE SHEET 322 n w 8 1 5 a v e n u e p o r t l a n d, o r e g o n 97209 PROD NO. 20825 02.05.10 14/A8.31 1 503 243 2252 I f 503 243 3261 I carletonnort.com CARLETON HART ARCHITECTURE Irk 322 nw 8th avenue portland, Oregon 97209 C� , P '.' ON % t 503 243 2252 I 503 243 3261 I carletonhart.com ADDENDUM # 2 J 29" €8 f' ° r? "y date February 15, 201'0` project no. 20825 owner Community Partners for Affordable project The Knoll at Tigard Housing 8485 SW Hunziker 6380 SW Capitol Hwy., #151 Tigard, OR 97223 Portland, OR 97239 issued by Ben White This addendum forms a part of the Contract Documents and modifies the Drawings dated 01/29/10. This addendum consists of items described below and on the attached drawings. Hard copies of revisions are attached. ITEM LOCATION DESCRIPTION General 2.1.1 012300 Clarification: Provide pricing for each of the following alternates — for complete Alternate list see Attachment #1 Alternate #19: Revise Birch interior architectural trim to Hemlock (062023.2.2.A) Alternate #20: Revise Hydraulic Holed Elevator to Dual Jack Hole -less model (with equivalent performance spec) Specifications 2.2.1 081113 Addition: Approved Substitution; added 'Rediframe' to Sect 2.1.A -5 Manufacturers 2.2.2 064023 -2.10 Clarification: Rubbermaid `Freeslide' or equal where rod & shelf indicated. `Linen' at unit linen closets, & `Tight Mesh' elsewhere (e.g. Jan. closets) 2.2.3 081113 Addition: Approved Substitution; added `Mesker Door, Inc.' to Sect 2.1.A -2,3,4 Manufacturers 2.2.4 283100 Addition: Approved Substitution; added `Siemens FS -250' to Sect 2.1.A Manufacturers 2.2.5 142400 Addition: Approved Substitution; added `Schindler Elevator Corp.' to Sect 2.1.A Manufacturers & `Schindler 330A Borehole' to Sect. 2.9.A 2.2.6 102800 Addition: Approved Substitution; added `Moen, Inc.' to Sect 2.1.A Manufacturers 2.2.7 081416 Revision: Sect. 1.7.A -4 Warranty period for Solid Core Interior Doors: 2 years from date of Substantial Completion. ITEM LOCATION DESCRIPTION Drawings 2.3.1 C6.0 - C6.3 Addition: Added full drawing sheets for Erosion & Sediment Control Plans — see attached new sheets: C6.0, C6.1, C6.2 & C6.3 END OF ADDENDUM CARTON. HART t tl , CHITECTPE � t , .. .. _, i i_4_ 2 .2 r r� i r 6 r 2n r..0 J 2 1 225", r l 503 I c; I i ,,, c ._ , n ATTACHMENT # t Alternates: (Ref. A0.01, Sect. 012300, Addendum #1 & Addendum #2) 1. Install green roof landscaping over south tower as shown on L2.1 - all items above roof membrane per drawings & specification. 2. Increase shade tree caliper to 4" along Hall Blvd. (7 trees). 3. Stamp and stain concrete at entry plazas (West & East Lobby) 4. Provide and install toilet fixtures with 1.0 GPF (instead of 1.3 GPF). 5. Provide and install grab bars at all unit tub /showers, floors 2 -4 6. Provide and install grab bars at all unit toilets, floors 2 -4 7. Provide and install standing seam metal roof over north wing and lobby in lieu of asphalt shingles. 8. Revise unit interior floor finish for all rooms except bedrooms and bathrooms in all units to [VT -11 per finish schedule (bedrooms remain [CPT -3j, baths remain [SV-1]) 9. Omit (3) prefabricated roll -in showers at Shower 215, 315, and 415. Plumbing stub -outs and blocking to remain in base bid. 10. Omit monument sign as detailed in 1 -3 on A8.10 11. Revise all custom cedar benches as detailed in 1 -4 on L4.1 to prefabricated recycled plastic benches (Pilot Rock SWB /G -6PW or approved equal) and reduce total count from (29) to (19). 12. Omit shading trellises at unit windows as detailed in 6 &7/A8.20 and 22/A8.23. 13. Revise fiberglass window product specification (085313) from Serious 725 Series and Serious glass package to Pella lmpervia composite fiberglass (or approved equal). All window types to have U factor of 0.32 or better and STC value of 0.33 or better. 14. Omit vinyl wall covering and wood chair rail in Hall 109, 125, 209, 225, 309, 325, and 425. Revise wood base at same locations to rubber base per finish schedule. Protective wall corner guards to remain in base bid. 15. Coordinate for off -site prefabrication of framed and sheathed wall panels. 16. Omit secondary concrete planter low wall adjacent to retaining wall as shown in details on A8.11. Raised planter to be revised to landscaped planting area flush with adjacent parking. 17. Revise all recessed medicine cabinets to surface mounted (Bobrick B -297). Revise recessed paper towel dispenser /disposal to surface mounted towel dispenser only (Bobrick B -262). 18. Omit trash chute and compactor. 19. Revise Birch interior architectural trim to Hemlock (062023.2.2A) Incl. base, rails, casing, sills & aprons 20. Revise Hydraulic Holed Elevator to Dual Jack Hole -less model (with equivalent performance spec.) The Knoll at Tigard Addendum #2 02/15/10 EROSION AND SEDIMENT CONTROL PLANS • ,..,. , ,,-, , ,i4y,,..,,.., , •,,,•,_ 7 _ --, , OWNER . •(1.07Trt t5 WOIMED 10 WI ALL, PC.PCKS Cat THE 1700C /EI•art MS BMP MATRIX FOR CONSTRUCTION PHASES o•Tr•• rp pro .E •■••,,A. me A Wuratarauve , it t , •• pu, • COW/run r•omps •rx. AoCunAUtt U•USEaC d i , ,,, ---------,,i, 7..",13,1",,!'"nn",'.'" '''' gdf;t;';', .....,,,,...r, ( Cettr ,,,,....,.., C0000aYASZA:gr .s 0tALOP(P „.. ,,,,,,,,,.„‘„ E41.1/ .,,,,,,,, rm. 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I i 70..” 0 ow, 1,1-.... , . / ^ < P. i CONSTRUCTION NTRANCE i Ei.n...11 (;)TREE PROTECTION FENCE ( --- \ CONCRETE TRUCK CHUTE WASHOUT PR t: 4 ,, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE / ----- '1 FLTER FABRIC !WET PROTECTION t s , I 1 et,w, S CARLETON HART ARCHITECTURE 327 nw R'h avenue pni HIC)n:9, o. ec:or :7209 503 2.13 2252 1 503 2'13 32n1 I rorletonhc:0f.cc ADDENDUM # 3 date March 26, 2010 project no. 20825 owner Community Partners for Affordable project The Knoll at Tigard Housing 12291 SW Knoll 6380 SW Capitol Hwy., #151 Tigard, OR 97223 Portland, OR 97239 issued by Ben White This addendum forms a part of the Contract Documents and modifies the Drawings dated 01/29/10. This addendum consists of items described below and on the attached drawings. Hard copies of revisions are attached. ITEM LOCATION DESCRIPTION General 3.1.1 n/a Clarification: Attached geotechnical report addendum dated March 11, 2010, clarifying the extents and locations of overexcavation for removal of clay soils. See structural requirements items 3.3.11 & 3.3.12 of this Addendum. Specifications 3.2.1 102800, 3.4 A Revision: Revised Paper Towel Dispenser to Bobrick B -359 & 3.5 B 3.2.2 081416, 2.1 A Addition: Approved Substitution; added 'Lynden Door Co., Inc.' to manufacturers 3.2.3 081416, Clarification: Species & Cut: Uniform white birch 2.3.A.3, 2.3.B.3 3.2.4 142400, 2.1.A Addition: Approved Substitution; added 'Schindler Elevator' to manufacturers 3.2.5 142400, 2.9.A Revision: Revised elevator Description to Schindler Elevator 330A, Type: Dual Jack Holeless 3.2.6 035413, 2.1.0 Deletion: Removed 2.1.0 Reinforcement. Reinforcement is not required to be provided in gypsum cement underlayment. 3.2.7 061000, 3.5.0 Clarification: Added by priming & painting as scheduled in Section 099120' as treatment for exposed ends of beams and posts 3.2.8 085313, 2.10 Clarification: Removed 'ventilator' from fabrication description, multiple locations. Ventilators are not required in fiberglass windows. 3.2.9 129300 Revision: Revised 3.3.A Benches product descriptions to prefabricated recycled plastic & embedded steel post models by Pilot Rock SWB /G -6PW and Pilot Rock p ITEM LOCATION DESCRIPTION SWRB/G-6PW 3.2.10 113100 Revision: Revised model numbers for Appliances listed under Part 2 Products: APARTMENT APPLIANCES Range: GE JBS07HWW Range Hood: GE JV338HWW Refrigerator: GE GTH18DBRWW Dishwasher: GE GSD2100NWW APARTMENT APPLIANCES: ACCESSIBLE UNITS AND ALL GROUND FLOOR UNITS Range: GE JD900WK. Range Hood: GE JV338HWW. Refrigerator: GE GSH22JFXWW Dishwasher: GE GSD2100NWW COMMON AREA APPLIANCES Dishwasher: GE GSD2100NWW Range Hood: GE JV338HWW Range: GE JD900WK. Refrigerator: GE GSH22JFXWW 3.2.11 062013 Clarification: Added approved manufacturers for HDPE recycled plastic lumber at exterior trellises to Sect. 2.3: 1. Bedford Technology — 'Select' plastic lumber 2. EPS Plastic Systems —'Bear Board' 3. American Plastic Lumber, Inc. 4. Approved substitution 3.2.12 096519 Addition: Added Specification for Resilient Tile Flooring 3.2.13 074113 Addition: Added Specification for manufactured Metal Roof Panels, see also item 3.3.2 this Addendum 3.2.14 073113 Deletion: Removed Specification for Asphalt Shingle Roofing 3.2.15 085313 Revision: Revision to fiberglass window specification Product requirements from Serious 725 to Serious 525 & associated performance criteria adjustments. 3.2.16 071113 Clarification: Bituminous damproofing as specified to also be applied at buried side of elevator pit walls. Drawings 3.3.1 A2.01, A3.01 Addition: Added 3' -6" High concrete site walls in plaza for screening service equipment, 6" width, freestanding — see attached sketches AR1 -01, AR1 -02 3.3.2 A2.10, A8.21 Revision: Revised Roof Plan and Keynote 6 to show standing seam metal roof location. See attached sketch AR2 -01. Revised details 1,2,3,7,8 on sheet A8.21 to show standing seam metal roofing. See AR2 -02, AR2 -03, AR2 -04, AR2 - 05, AR2 -06 3.3.3 A3.01, A3.02 Revision: Revised West Elevation and East Elevation and Keynote 12 to show standing seam metal roof. ITEM LOCATION DESCRIPTION 3.3.4 A4.01 Revision: Revised Keynote 10 to read: "STANDING SEAM METAL through ROOF" A4.13 3.3.5 A6.01 Revision: Revised Restroom 130 elevation 2,3 and Keynote 11 to show paper towel dispenser (without integral waste receptacle). See attached sketch AR -3 -01. 3.3.6 A1.03 Addition: Added Tree Mitigation Plan per City of Tigard Site Development requirements. (For Reference Only) 3.3.7 A6.04, A8.31 Revision: Revised casework in laundry room 214, 314, 414 from custom wall -hung storage lockers to workspace countertop & base cabinet. See AR4 -01, AR4 -02 3.3.8 A1.20, A8.10 Revision: Revised Monument Sign, see AR5 -01, AR5 -02 3.3.9 L4.1 Deletion: Removed details 1- 4/L4.1 for custom wood benches. See item 3.2.9 of this Addendum for specification revision to prefabricated benches. 3.3.10 A5.04 Clarification: Added Finish Plan for Lobby at floors 2 -4 to clarify location of finish transition noted in Finish Schedule. See AR6 -01 3.3.11 S1.0 Revision: Revised the general notes to accommodate the geotechnical addendum dated March 11, 2010 regarding over excavating clay layers. Removed steel stair deferred submittal requirement from the general notes. See revision sketch S1.0 -1 3.3.12 S2.1 Revision: Revised keynote '2' to accommodate the geotechnical addendum dated March 11, 2010 regarding over excavating clay layers. See revision sketch S2.1 -1 3.3.13 C1.0 Clarification: Provided limits of over - excavation under building — see attached sketch CR -1 3.3.14 C3.0 Revision: Revised number of cartridges in water quality manhole to 3 — see attached sketch CR -2 3.3.15 2, 6/C4.1 Clarification: Specified amount of crushed aggregate base on typical pavement detail, Filled in Storm filter Data table on water quality manhole detail — see attached sketch CR -3 & CR -4 3.3.16 C5.02, C5.03 Revision: Revised storm drain pipe material type to CSP — see attached sketch CR -5 & CR -6 3.3.17 C5.10 Addition: Added note to contractor regarding construction parking on public street — see attached sketch CR -7 3.3.18 C5.13, C5.14 Revision: Revised material type of porous paving at fire access, Added "Fire Access Only' sign, Added 5OLF of storm drain pipe — see attached sketch CR -8, CR -9, CR -10 & CR -11 3.3.19 C5.13, C5.14, Revision: Note 4 'Standard Curb' changed to 'Curb and Gutter', C5.16 Revised City of Tigard `Standard Curb' detail to Washington County 'Curb & Gutter detail CR -8, CR -11, CR-12 ITEM LOCATION DESCRIPTION 3.3.20 C5.17 Revision: Revised vertical 12" water line alignment to ensure a 6" min. clearance between the 18" storm drain line — see attached sketch CR -13 3.3.21 C5.17 Revision: Revised connection detail to existing 4" water line, Added sheet note to mechanically restrain all joints; this replaces any reference to thrust blocks on public water improvement plans— see attached sketch CR -14 3.3.22 C5.17 Addition: Added 2" temporary blowoff of at end of new 12" water line, added butterfly valve at curb pc — see attached sketch CR -15 3.3.23 C5.17 Clarification: Abandonment of all existing water services on SW Hall will now occur under public water improvements — see attached sketch CR -15 & CR -16 3.3.24 C5.18 Addition: Added multiple sheet notes, Revised connection detail to existing 4" water line) — see attached sketch CR -17 3.3.25 C5.18 Clarification: Existing 4" water line will now be removed instead of abandoned — see attached sketch CR -18 3.3.26 C5.18 Revision: Revised fire hydrant location - see attached sketch CR -18 3.3.27 C5.18 Revision: Revised vertical alignment of 8" water line to eliminate vertical bend and 6" blowoff and to ensure a 6" min. clearance between the 10" storm drain - see attached sketch CR -18 3.3.28 C5.18 Addition: Added Enlarged Plan of connection detail to existing 4" water line — see attached sketch CR -18 3.3.29 C5.19 Addition: Added Sheet C5.19, City of Tigard details 504, 533, 563, and 570 were added to plans and details 560 and 571 were removed from plans. This sheet consolidates all public water details to one sheet — see attached sheet drawing C5.19 END OF ADDENDUM Alder Geotechnical Services 3910 NE 10 Avenue Portland, Oregon 97212 Phone 503.282.7482 Fax 503.282.7402 aldergeo @teleport.com March 11, 2010 Project No. 137 -6 Ms. Shelia Greenlaw -Fink c/o The Knoll at Tigard Apartments, LP PO Box 23206 Tigard, Oregon 97281 ADDENDUM NO. 1 TO AUGUST 13, 2009 GEOTECHNICAL REPORT LOCATION AND REMOVAL OF POTENTIALLY EXPANSIVE CLAY THE KNOLL AT TIGARD APARTMENTS SW HALL BOULEVARD AND SW HUNZIKER ROAD, TIGARD, OREGON Dear Ms. Greenlaw -Fink: As authorized, I have completed drilling additional soil borings on the southern portion of the site. The purpose of nay work was to further define the horizontal and vertical extent of the expansive clay layer described in our August 13, 2009 geotechnical investigation report. As discussed below, the expansive clay appears to be located entirely on the southern -most lot (8485 SW Hunziker Road). As discussed below, I recommend excavating and removing all existing soils within 5 feet of finish floor grade beginning 12 feet south of proposed Grid Line H. The over excavated area should be backfilled with compacted, crushed gravel. RESULTS OF BORINGS Eleven additional hand auger borings were drilled on the site March 10, 2010. The borings were drilled 5 to 71/2 feet deep at the approximate locations shown on the attached Site Plan (revised Figure 2). A total of 19 borings and three cone penetration tests have been performed on the site. Ten of the 21 explorations encountered the expansive clay layer. All ten of these explorations are located on the 8485 SW Hunziker Road property. The results of the borings are tabulated below: Boring No. Ground surface Elev. top of Elev. bottom of Thickness of elevation (ft.) clay (ft.) clay (ft.) clay layer (ft.) 1 1801/2 179 174 5 5 180 177 ? ? 6 180 177 ? ? 9 180 177 174 3 10 1811/2 179 1761/2 21/2 12 180 1761/2 173 3'/z 13 181 179 1751/2 41/2 14 180 1771/2 1751/4 21/4 19 182 180 1761/2 31/2 CPT -1 181 180 177 3 Alder Geotechroical Services Project No. 137 -6 RECOMMENDATIONS The clay layer is potentially expansive and could damage the new building foundations and floor slab. Beginning 12 feet south of Grid Line H, I recommend over excavating all existing soils 5 feet below finish floor elevations. The over - excavated area should begin at Grid Line H and deepen to the full 5 -foot depth 12 feet to the south. The excavated area should extend at least 1 foot beyond the perimeter footings on the east, south and west sides of the building. Imported granular structural fill should consist of sand or gravel containing no rocks greater than 1' /z inches in maximum dimension and with no more than about 10 percent material finer than the No. 200 sieve (washed analysis). Structural fills should be constructed in horizontal lifts no more than 9 inches thick before compaction. The fill should be compacted to at least 90 percent of the maximum dry density determined by ASTM D 1557 (modified Proctor). I hope this information meets your needs at this time. Please contact me if you have questions. Sincerely, ALDER GEOTECHNICAL SERVICES, LLC ‘ 10 . O PROFf 13507 r.- M OREGON, 0 4 'Ch 19; ‘q . ti CUNN\N ReNecti John Cunningham, P.E., G.E. Oregon Registered Geotechnical Engineer No. 13,507 (1) Addressee via .pdf (1) Carleton Hart Architecture via .pdf -2- , , . , . 1 - —— /._A,.. 4 „,.. I kA I I B -4 \ \ 1f CPT -1 1% / I B -19 � i C PT -2 B -3 i 0 a / I �1 • �. B -10 - -7-1 B -1 ic) V — � 11111B-11 B - CPT -3 � J O B- 14 B -13 r V . A B -18 � � B -17 � �• a I * , l' Ll Ill 1 r o Wilri4 A �. ? !/ • ; 1,1* _ *.___ glib . 3lior B -8 — — — B -16 B -7 * B - • - • / ��� . — — - - - - I - 4P' B -15 - B -6 __ _ - B -12 r SW HALL BLVD. / O SITE i av N® wae, MAP Legend 0 Hand auger boring A Cone pen. test with fat clay auger boring A Cone pen. test with no fat clay *Hand Alder Geotechnical Services, LLC Job # 137 -6 The Knoll at Tigard Apts. Figure 2 Mar. 2010 Tigard, OR Site Plan THE KNOLL AT TIGARD 04.12.10 SECTION 09651 - RESILIENT FLOOR TILE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Vinyl composition tile (VCT). B. Related Sections include the following: 1. Division 9 Section "Resilient Wall Base and Accessories" for stair treads, resilient wall base, and other accessories installed with resilient floor tile 2. Division 9 Section "Sheet Vinyl Floor Coverings" for sheet vinyl flooring. 3. Division 9 Section "Carpet" for reducer strips that transition from carpet to floor tile. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Samples for Verification: Full -size units of each color and pattern of resilient floor tile required. C. Maintenance Data: For resilient products to include in maintenance manuals. 1.4 QUALITY ASSURANCE A. Fire - Test - Response Characteristics: Provide products identical to those tested for fire- exposure behavior per test method indicated by a testing and inspecting agency acceptable to authorities having jurisdiction. 1.5 DELIVERY, STORAGE, AND HANDLING A. Store resilient products and installation materials in dry spaces protected from the weather, with ambient temperatures maintained within range recommended by manufacturer, but not Tess than 50 deg F or more than 90 deg F. Store tiles on flat surfaces. 1.6 PROJECT CONDITIONS A. Maintain temperatures within range recommended by manufacturer, but not less than 70 deg F or more than 95 deg F, in spaces to receive floor tile during the following time periods: 1. 48 hours before installation. RESILIENT FLOOR TILE 096519 -1 THE KNOLL AT TIGARD 04.12.10 • 2. During installation. 3. 48 hours after installation. B. After post - installation period, maintain temperatures within range recommended by manufacturer, but not less than 55 deg F or more than 95 deg F. C. Close spaces to traffic during floor covering installation. D. Close spaces to traffic for 48 hours after floor covering installation. E. Install resilient products after other finishing operations. including painting, have been completed. 1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Floor Tile: Furnish 1 box for every 50 boxes or fraction thereof, of each type, color, and pattern of . floor tile installed. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, provide manufacturers and products listed in the Finish Schedule in the Drawings. B. Substitution requests will be considered per requirements of Division 1 Section "Product Requirements ". 2.2 COLORS AND PATTERNS A. Colors and Patterns: As selected by Architect from manufacturer's full range. 2.3 VINYL COMPOSITION TILE A. Vinyl Composition Tile (VCT): ASTM F 1066. B. Class: 2 (through- pattern tile). C. Wearing Surface: Smooth. D. Thickness: 0.125 inch. E. Size: 12 by 12 inches. 2.4 INSTALLATION MATERIALS 0 RESILIENT FLOOR TILE 096519 -2 THE KNOLL AT TIGARD 04.12.10 A. Trowelable Leveling and Patching Compounds: Latex- modified, portland cement based or blended hydraulic cement based formulation provided or approved by resilient product manufacturer for applications indicated. B. Adhesives: Water - resistant type recommended by manufacturer to suit resilient products and substrate conditions indicated. 1. Use adhesives that comply with the following limits for VOC content when calculated according to 40 CFR 59, Subpart D (EPA Method 24): a. VCT Tile Adhesives: 50 g/L. C. Floor Polish: Commercially available product recommended by flooring manufacturer, designated as low VOC. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, with Installer present, for compliance with requirements for installation tolerances, moisture content, and other conditions affecting performance. 1. Verify that finishes of substrates comply with tolerances and other requirements specified in other Sections and that substrates are free of cracks, ridges, depressions, scale, and foreign deposits that might interfere with adhesion of resilient products. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Prepare substrates according to manufacturer's written recommendations to ensure adhesion of resilient products. B. Concrete Substrates: Prepare according to ASTM F 710. 1. Verify that substrates are dry and free of curing compounds, sealers, and hardeners. 2. Alkalinity and Adhesion Testing: Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. 3. Moisture Testing: a. Perform anhydrous calcium chloride test, ASTM F 1869. Proceed with installation only after substrates have maximum moisture- vapor - emission rate of 3 lb of waterlt000 sq. ft. in 24 hours. b. Perform tests recommended by manufacturer. Proceed with installation only after substrates pass testing. C. Remove substrate coatings and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. D. Use trowelable leveling and patching compound to fill cracks, holes, and depressions in substrates. RESILIENT FLOOR TILE 096519 -3 THE KNOLL AT TIGARD 04.12.10 • E. Move resilient products and installation materials into spaces where they will be installed at least 48 • hours in advance of installation. 1. Do not install resilient products until they are same temperature as space where they are to be installed. F. Sweep and vacuum clean substrates to be covered by resilient products immediately before installation. After cleaning, examine substrates for moisture, alkaline salts, carbonation, and dust. Proceed with installation only after unsatisfactory conditions have been corrected. 3.3 TILE INSTALLATION A. Lay out tiles from center marks established with principal walls, discounting minor offsets, so tiles at opposite edges of room are of equal width. Adjust as necessary to avoid using cut widths that equal less than one -half tile at perimeter. 1. Lay tiles square with room axis. B. Match tiles for color and pattern by selecting tiles from cartons in the same sequence as manufactured and packaged, if so numbered. Discard broken, cracked, chipped, or deformed tiles. 1. Lay tiles with grain direction alternating in adjacent tiles (basket -weave patters). C. ' Scribe, cut, and fit tiles to bun neatly and tightly to vertical surfaces and permanent fixtures including built -in furniture, cabinets, pipes, outlets, edgings, door frames, thresholds, and nosings. D. Extend tiles into toe spaces, door reveals, closets, and similar openings. E. Maintain reference markers, holes, and openings that are in place or marked for future cutting by repeating on floor tiles as marked on substrates. Use chalk or other nonpermanent, nonstaining marking device. F. Adhere tiles to flooring substrates using a full spread of adhesive applied to substrate to produce a completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections. 3.4 CLEANING AND PROTECTION A. Perform the following operations immediately after completing resilient product installation: 1. Remove adhesive and other blemishes from exposed surfaces. 2. Sweep and vacuum surfaces thoroughly. 3. Damp-mop surfaces to remove marks and soil. a. Do not wash surfaces until after time period recommended by manufacturer. B. Protect resilient products from mars, marks, indentations, and other damage from construction operations and placement of equipment and fixtures during remainder of construction period. Use protection methods recommended in writing by manufacturer. 1. Cover products installed on horizontal surfaces with undyed, untreated building paper until Substantial Completion. RESILIENT FLOOR TILE 096519 -4 THE KNOLL AT TIGARD 04.12.10 2. Do not move heavy and sharp objects directly over surfaces. Place hardboard or plywood panels over flooring and under objects while they are being moved. Slide or roll objects over panels without moving panels. C. Inmiediately prior to project completion, apply protective floor polish to horizontal surfaces that are free from soil, visible adhesive, and surface blemishes if reconunended in writing by manufacturer. 1. Use commercially available product acceptable to manufacturer. 2. Coordinate selection of floor polish with Owner's maintenance service. END OF SECTION 09651 RESILIENT FLOOR TILE 096519 -5 • THE KNOLL AT TIGARD 04.12.10 SECTION 07411 — PREFORMED (MANUFACTURED) ROOF PANELS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Preformed metal roof panels. 2. All labor, materials, tools, equipment, and services for all preformed roofing as indicated. 3. All flashings, closures, fasteners, and all trite required for a sound, secure, weatherproof, waterproof system. B. Related Section includes the following: 1. Section 07620: Sheet Metal Flashing and Trim. 2. Section 07920: Joint Sealants • 1.3 PERFORMANCE REQUIREMENTS A. General: Install preformed metal roofing to withstand wind loads, structural movement, thermally induced movement, and exposure to weather without failing, rattling, leaking, and fastener disengagement. B. Thermal Movements: Provide preformed metal roofing system that allows for thermal movements resulting from change in ambient and surface temperatures by preventing buckling, opening of joints, hole elongation, overstressing of components, failure of joint sealants, failure of connections, and other detrimental effects. Provide clips that resist rotation and avoid shear stress as a result of sheet metal and trim thermal movements. C. Water Infiltration: Provide complete preformed metal roofing system, including all necessary flashings, that does not allow water infiltration to building interior. 1.4 SUBMITTALS A. Shop. Drawings: Submit complete shop drawings indicating materials profile, jointing pattern, jointing details, sealant, fastening methods, flashings, terminations, and installations details. Provide roof plan locating seams relative to roof edges and features. B. Product Data: Submit manufacturer's technical product data, installation instructions and recommendations for each type of roofing required. Include data substantiating that materials comply with requirements. C. Samples: Submit 12 inch long, full width sample of preformed panels showing lap and connection details, complete, and in selected color. Include typical top and bottom edge trim, miter joint and fasteners. PREFORMED (MANUFACTURED) ROOF PANELS 07411 - 1 THE KNOLL AT TIGARD 04.12.10 1.5 QUALITY ASSURANCE A. Installer Qualifications: Installation of panels and accessories by installers with a minimum of 5 years experience in panel projects of this nature. B. Comply with applicable standards of ASTM A792: Specification for steel sheet, aluminum -zinc alloy coated by hot -dip process, general requirements. C. Comply with applicable standards of SMACNA: Architectural Sheet Metal Manual, Sheet Metal and Air Conditioning Contractors National Association, Inc. D. Comply with applicable standards of AISI: Cold Form Steel Design Manual, American Iron and Steel Institute. 1.6 DELIVERY, STORAGE, AND HANDLING A. Protect against damage and discoloration. • B. Handle panels with non- marring slings. C. Do not bend panels. D. Store panels above ground, with one end elevated for drainage. E. Protect panels against standing water and condensation between adjacent surfaces. F. If panels become wet, immediately separate sheets, wipe dry with clean cloth, and allow to air dry. G. Remove any strippable film coating prior to installation and in any case, do not allow the strippable film coating to remain on the panels in extreme heat, cold or in direct sunlight or other UV source. 1.7 WARRANTY A. Provide manufacturer's written warranty covering heavy coated steel sheets for a period of not less than 30 years. Include all adjacent flashings in contact with metal roofing. 1. Include coverage of bare metal against rupture, stnictural failure, and perforation due to normal atmospheric corrosion exposure. 2. Include coverage of finish against cracking, checking, blistering, peeling, flaking, chipping, chalking and fading. B. Provide installers written warranty against defects in materials and workmanship for a period of not less than 2 years. 1. Include labor and materials necessary to replace defective work and repair of damaged building components. PART 2- PRODUCTS 2.1 FABRICATORS PREFORMED (MANUFACTURED) ROOF PANELS • 07411 - 2 THE KNOLL AT TIGARD 04.12.10 A. Bruce & Dana Inc. of Salem 503- 364 - 5274, 800 -653 -5144; www.bruceanddana.com 2.2 MATERIALS A. Panel Profile: 1 inch vertical standing seam "Snap- Lock "; measurement of seam height to be made using the underlap side of panel. Vertical ribs to be 12" o.c. B. Panel Lengths: Where physically possible and /or practical panels are to be full length, ridge to cave. C. Panel Composition: 1. Base Metal: Hot dipped galvanized steel conforming to ASTM -653, Grade C, with a minimum yield strength of 40,000 PSI and 24 asg. 2. Protective coating to be G -90 galvanization 3. Exterior Finish — "Premium PVDF" a. Poly- vinylidene Flouride (PVF2); 0.8 mil "Premium PVDF ", applied over 0.2 mil baked - on polyester primer, for a minimum total of 1.0 full mil. b. Color — to be selected from manufacturer's full range of colors. 4. Interior finish (underside); shall consist of a 0.15 -mil polyester primer and 0.35 mil of off -white backer D. Panel Fasteners: When applied directly to sheathing, 1 inch hi- tensile, double threaded, sealed drywall screws for panel attachment through the screwing clima - flange. E. Flashing fasteners: Self - drilling screws of sufficient length to properly secure flashings. Use types and number to match manufacturer's recommendations. F. Roof Flashings: Shall use manufacturer's recommended materials & be of same finish, thickness and matching color, unless otherwise noted. 2.3 ACCESSORIES A. Underlayment: Single layer felt underlayment, ASTM D 226. 30 lb. asphalt- saturated organic felts, non - perforated. B. Field Touch -up Paint: As recommended by panel manufacturer. 2.4 FABRICATION A. Unless otherwise shown on drawings or specified herein, fabricate panels in continuous lengths and fabricate flashings and accessories in longest practical lengths. B. Roofing panels shall be factory formed. Field- formed panels are not acceptable. C. For panels exceeding 40 ft. in length, a clip must be used to allow for expansion and contraction. PART 3 - EXECUTION 3.1 EXAMINATION PREFORMED (MANUFACTURED) ROOF PANELS 07411 - 3 THE KNOLL AT TIGARD 04.12.10 A. Inspect installed work of other trades and verify that such work is complete to a point where this work may continue. B. Verify that installation may be made in accordance with approved shop drawings and manufacturer's instructions. C. Beginning of work will constitute acceptance of substrate conditions by manufacturer and installer. • 3.2 PREPARATION A. Field Measurements: Verify prior to fabrication. If field measurements differ from drawing dimensions, notify Architect prior to fabrication. B. Locate seams as indicated on Drawings. Layout seams before beginning work. 3.3 PROTECTION A. Treat, or isolate with protective material, • and contacting surfaces of dissimilar materials to prevent electrolytic corrosion. B. Require workmen who will be walking on Roofing panels to wear clean, soft -soled work shoes that will not pick up stones or other abrasive material which could cause damage or discoloration. C. Protect Work of other Trades against damage and discoloration. 3.4 . INSTALLATION A. Underlayment: 1. Install single layer of felt underlayment on roof deck perpendicular to roof slope in parallel courses. 2. Lap sides a minimum of 4 inches over underlying course. Lap ends a minimum of 6 inches. Stagger end laps between succeeding courses at least 72 inches. 3. Fasten with felt underlayment nails. B. Panels 1. Follow roof panel manufacturer's directions. 2. Install panel seams vertically, parallel to slope of roof. 3. Lap panels away from prevailing easterly winds. 4. Secure panels without warp or deflection. 5. Fully engage interlocking seams. 6. Extend roof panels to overlap gutter openings 1 inch. 7. Remove strippable protective film, if used, immediately preceding panel installation. Do not allow stripping to remain on panel in extreme cold, heat or long exposure to sunlight. PREFORMED (MANUFACTURED) ROOF PANELS 07411 - 4 THE KNOLL AT TIGARD 04.12.10 8. Caulk and fasten in a manner to maintain a complete weather tight system. Once project is complete, no sealant should be visible. C. Allowable Erection Tolerance 1. Maximum Alignment Variation: '/4 inch in 40 feet. D. Flashing I . Follow manufacturer's directions and architect approved Shop Drawings. 2. Overlap roof panels at least 6 inches. 3. Install (lashings to allow for thermal movement. E. Cutting and Fitting 1. Neat, square and true. DO NOT USE ANY TOOL TO CUT PANEL THAT WILL BURN METAL OR USES HEAT TO CUT — i.e. circular saw or torch. F. Fastening 1. Wood Decks a. Roofing decking shall be minimum 5/8" plywood b. Fasteners shall be a minimum 1" coated bugle head screw, placed every 16" o.c. c. On exposed soffits, fasteners shall be 9/16" coated bugle head screw, placed every 9" or 10" o.c. 3.5 • CLEANING AND REPAIR A. Thoroughly clean all exposed metal surfaces of ship films, marking, oil, etc. B. Touch -up damaged paint surfaces with air dry touch -up paint provided by manufacturer. Follow directions carefully to minimize color irregularities. Small bnish application only. Do not spray touch -up paint. C. Replace or repair panels damaged or scratched prior to Owner acceptance. D. Inconsistencies in surface appearance will not be accepted E. At completion of each day's work and at work completion, sweep Panels, Flashings and Gutters clean. Do not allow fasteners, cuttings, filings or scraps to accumulate. F. Before submitting for final payment, bidder will clean entire roof surface with clean water. Remove all metal bits & debris from roof, gutters, and Project Site upon work completion or sooner, if directed. 3.6 PROTECTION OF FINISHED WORK A. Do not permit traffic over unprotected roof surface. END OF SECTION 07411 PREFORMED (MANUFACTURED) ROOFPANELS 07411 - 5 THE KNOLL AT TIGARD 04.12.10 SECTION 085313 — FIBERGLASS WINDOWS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes fixed and operable fiberglass- framed windows. B. Related Sections include the following: 1. Section 088000: Glazing • 1.3 DEFINITIONS A. Performance class designations according to AAMA /WDMA 101 /I.S.2/NAFS: 1. AW: Architectural. 2. HC: Heavy Commercial. 3. C: Commercial. 4. LC: Light Commercial. 5. R: Residential. B. Performance grade number according to AAMA /WDMA 101 /I.S.2/NAFS: 1. Design pressure number in pounds force per square foot used to determine the structural test pressure and water test pressure. C. Structural Test Pressure: For uniform load structural test, is equivalent to 150 percent of the design pressure. D. Minimum Test Size: Smallest size permitted for performance class (gateway test size). Products must be tested at minimum test size or at a size larger than minimum test size to comply with requirements for performance class. 1.4 PERFORMANCE REQUIREMENTS A. General: Provide fiberglass windows capable of complying with performance requirements indicated, based on testing manufacturer's windows that are representative of those specified, and that are of test size indicated below: 1. Size required by AAMA /WDMA 101 /I.S.2/NAFS for gateway performance. FIBERGLASS WINDOWS 085313 - I • THE KNOLL AT TIGARD 04.12.10 B. Air Leakage and Water Resistance Test: Comply with ANSIIAAMA /WDMA 101 /I.S.2 C. Structural Performance: Provide fiberglass windows capable of withstanding the effects of the following loads, based on testing units representative of those indicated for Project that pass AAMA /WDMA 101 /I.S.2/NAFS, Uniform Load Structural Test: 1. Design Wind Loads: Determine design wind loads applicable to Project from basic wind speed of 90 mph at 33 feet above grade, according to ASCE 7, Section 6.5, "Method 2- Analytical Procedure," based on mean roof heights above grade indicated on Drawings. 1.5 SUBMITTALS A. Product Data: Include construction details, material descriptions, fabrication methods, dimensions of individual components and profiles, hardware, finishes, and operating instructions for each type of fiberglass window indicated. B. Samples for Verification: For windows and components required, prepared on Samples of size indicated below. 1. Window Corner Fabrication: 12 -by -12 -inch- long, full -size window corner including full -size sections of window frame with factory - applied color finish, weather stripping, and glazing. 2. Operable Window: Full -size unit with factory - applied finish. 3. Hardware: Full -size units with factory- applied finish. C. Product Schedule: Use same designations indicated on Drawings. D. Qualification Data: For Installer and manufacturer. E. Product Test Reports: Based on evaluation of comprehensive tests performed within the last two years by a qualified testing agency for each type, class, grade, and size of fiberglass window. Test results based on use of downsized test units will not be accepted. F. Maintenance Data: For operable window sash and operating hardware to include in maintenance manuals. G. Warranty: Special warranty specified in this Section. 1.6 QUALITY ASSURANCE A. Installer Qualifications: An installer acceptable to window manufacturer for installation of units required for this Project. B. Manufacturer Qualifications: A manufacturer with history of fabricating fiberglass windows that meet or exceed performance requirements indicated for the past five years continuously, and capable of documenting this performance by inclusion in lists and by labels, test reports, and calculations. C. Source Limitations: Obtain fiberglass windows through one source from a single manufacturer. FIBERGLASS WINDOWS 085313 - 2 THE KNOLL AT TIGARD 04.12.10 D. Fenestration Standard: Comply with AAMA /WDMA 101 /I.S.2/NAFS, "North American Fenestration Standard Voluntary Performance Specification for Windows, Skylights and Glass Doors," for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated. 1. Provide AAMA - certified fiberglass windows with an attached label. E. Glazing Publications: Comply with published recommendations of glass manufacturers and with GANA's "Glazing Manual" unless more stringent requirements are indicated. F. Mockups: Provide window units as required to complete mockups described in Division 7 Section Weather Barriers, and as shown on Drawings. G. Preinstallation Conference: Conduct conference at Project site prior to construction of mockups, to comply with requirements in Division 01 Section "Project Management and Coordination." Review methods and procedures related to fiberglass windows including, but not limited to, the following: 1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays. 2. Review, discuss, and coordinate the interrelationship of fiberglass windows with other exterior wall components. Include provisions for structural anchorage, glazing, flashing, weeping, sealants, and protection of finishes. 3. Review and discuss the sequence of work required to construct a watertight and weathertight exterior building envelope. 4. Inspect and discuss the condition of substrate and other preparatory work performed by other trades. 1.7 PROJECT CONDITIONS A. Field Measurements: Verify fiberglass window openings by field measurements before fabrication and indicate measurements on Shop Drawings. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish opening dimensions and proceed with fabricating fiberglass windows without field measurements. Coordinate wall construction to ensure that actual opening dimensions correspond to established dimensions. 1.8 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace fiberglass windows that fail in materials or workmanship within specified warranty period. B. Failures include, but are not limited to, the following: 1. Failure to meet performance requirements. 2. Structural failures including excessive deflection, water leakage, air infiltration, or condensation. FIBERGLASS WINDOWS 085313 - 3 • THE KNOLL AT TIGARD 04.12.10 3. Faulty operation of movable sash and hardware. 4. Deterioration of fiberglass, other materials, and finishes beyond normal weathering. 5. Failure of insulating glass. C. Warranty Period: 1. Window and Finish: 10 years from date of Substantial Completion. 2. Glazing: 20 years from date of Substantial Completion. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Basis -of- Design Product: Project is designed based on Serious Windows "525" series window with the Serious Glass Low Solar Heat Gain Package, subject to compliance with Section 088000: Glazing. Other manufacturer's that will be considered, based on compliance with aesthetic and performance criteria, include: 1. Serious Materials 2. Milgard 3. Pella 2.2 MATERIALS A. Fiberglass Extrusions: Rigid hollow fiberglass extrusions, formulated and extruded for exterior applications, complying with AAMA /WDMA 101 /I.S.2/NAFS and the following: 1. Fiberglass: AAMA 305 glass fiber reinforced thermoset profile. 2. Extrusion Wall Thickness: Not less than 0.080 inch. 3. Multichamber Extrusions: Profile designed with multichambers between interior and exterior faces of the extrusions. B. Fiberglass Glazing Stops: Material and finish to match frame members. C. Fasteners: Aluminum, nonmagnetic stainless steel, epoxy adhesive, or other materials warranted by manufacturer to be noncorrosive and compatible with fiberglass window members, hardware, anchors, and other components. 1. Exposed Fasteners: Unless unavoidable for applying hardware, do not use exposed fasteners. For application of hardware, use fasteners that match finish of member or hardware being fastened, as appropriate. D. Anchors, Clips, and Accessories: Aluminum, nonmagnetic stainless steel, or zinc - coated steel or iron complying with ASTM B 633 for SC 3 severe service conditions; provide sufficient strength to withstand design pressure indicated. E. Sliding -Type Weather Stripping: Provide woven -pile weather stripping of wool, polypropylene, or nylon pile and resin - impregnated backing fabric. Comply with AAMA 701/702. FIBERGLASS WINDOWS 085313 - 4 THE KNOLL AT TIGARD 04.12.10 1. Weather Seals: Provide weather stripping with integral barrier fin or fins of semirigid, polypropylene sheet or polypropylene - coated material. Comply with AAMA 701 /702. F. Replaceable Weather Seals: Comply with AAMA 701/702. 2.3 FIXED WINDOW A. Product: Serious "525 "Series. 1. Frame: 3 -1/4 inch deep, with nail fin. 2. Sightlines: Equal to operating windows. B. Window Type: Fixed. C. AAMA /WDMA Performance Requirements: Provide fiberglass windows of performance indicated that comply with AAMA/WDMA 101 /I.S.2/NAFS unless more stringent performance requirements are indicated. 1. Performance Class: C. D. Thermal Transmittance: Provide fiberglass windows with a whole- window, U- factor maximum indicated at 15 -mph exterior wind velocity and winter condition temperatures when tested according to NFRC 100. 1. U- Factor: 0.17 Btu /sq. ft. x h x deg F or less. E. Solar Heat -Gain Coefficient (SHGC): Provide fiberglass windows with a whole- window SHGC maximum of 0.27, determined according to NFRC 200 procedures. F. Air Infiltration: Maximum rate not more than indicated when tested according to AAMA /WDMA 101 /I.S.2/NAFS, Air Infiltration Test. 1. Maximum Rate: 0.01 cfm/sq. ft. of area at an inward test pressure of 6.24 lbf /sq. ft.. G. Water Resistance: No water leakage as defined in AAMA /WDMA referenced test methods at a water test pressure equaling that indicated, when tested according to AAMA /WDMA 101 /I.S.2/NAFS, Water Resistance Test. 1. Test Pressure: 15 percent of positive design pressure, but not less than 2.86 lbf/sq. ft. or more than 15 lbf /sq. ft.. H. Forced -Entry Resistance: Comply with CAWM 301 -90. 2.4 CASEMENT WINDOW A. Product: Serious Window "525 "Series. 1. Frame: 3 -1/4 inch deep, with nail fin. 2. Sash: Minimum 1 -9/16 inch deep. 3. Sightlines: Equal for operating and fixed sash. FIBERGLASS WINDOWS 085313 - 5 • THE KNOLL AT TIGARD 04.12.10 B. Window Type: Outswing. C. AAMA /WDMA Performance Requirements: Provide vinyl windows of performance indicated that comply with AAMA /WDMA 101 /I.S.2/NAFS unless more stringent performance requirements are indicated. 1. Performance Class: C. D. Thermal Transmittance: Provide fiberglass windows with a whole- window, U- factor maximum indicated at 15 -mph exterior wind velocity and winter condition temperatures when tested according to NFRC 100. 1. U- Factor: 0.21 Btu /sq. ft. x h x deg F or less. E. Solar Heat -Gain Coefficient (SHGC): Provide fiberglass windows with a whole - window SHGC maximum of 0.21, determined according to NFRC 200 procedures. F. Air Infiltration: Maximum rate not more than indicated when tested according to AAMA /WDMA 101 /I.S.2/NAFS, Air Infiltration Test. 1. Maximum Rate: 0.12 cfm/sq. ft. of area at an inward test pressure of 1.57 Ibf /sq. ft.. G. Water Resistance: No water leakage as defined in AAMA/WDMA referenced test methods at a water test pressure equaling that indicated, when tested according to AAMA/WDMA 101 /I.S.2/NAFS, Water Resistance Test. 1. Test Pressure: 15 percent of positive design pressure, but not less than 2.86 lbf /sq. ft. or more than 15 Ibf /sq. ft.. H. Forced -Entry Resistance: Comply with CAWM 301 -90. 2.5 SINGLE HUNG WINDOW A. Product: Serious "525 ", Series. 1. Frame: 3 -1/4 inch deep, with nail fin. 2. Sash: Minimum 1 -9/16 inch deep. 3. Sightlines: Equal for operating and fixed sash. B. Window Type: Single hung. C. AAMA /WDMA Performance Requirements: Provide fiberglass windows of performance indicated that comply with AAMA /WDMA 101 /I.S.2/NAFS unless more stringent performance requirements are indicated. 1. Performance Class: C. D. Thermal Transmittance: Provide fiberglass windows with a whole- window, U- factor maximum indicated at 15 -mph exterior wind velocity and winter condition temperatures when tested according to NFRC 100. FIBERGLASS WINDOWS 085313 - 6 THE KNOLL AT TIGARD 04.12.10 1. U- Factor: 0.21 Btu /sq. ft. x h x deg F or less. E. Solar Heat -Gain Coefficient (SHGC): Provide fiberglass windows with a whole- window SHGC maximum of 0.21, determined according to NFRC 200 procedures. F. Air Infiltration: Maximum rate not more than indicated when tested according to AAMA /WDMA 101 /I.S2/NAFS, Air Infiltration Test. 1. Maximum Rate: 0.13 cfin/sq. ft. of area at an inward test pressure of 1.57 lbf /sq. ft.. G. Water Resistance: No water leakage as defined in AAMA /WDMA referenced test methods at a water test pressure equaling that indicated, when tested according to AAMA/WDMA 101 /I.S.2/NAFS, Water Resistance Test. 1. Test Pressure: 15 percent of positive design pressure, but not less than 2.86 lbf /sq. ft. or more than 15 lbf /sq. ft.. H. Forced -Entry Resistance: Comply with CAWM 301 -90. 2.6 AWNING WINDOW A. Product: Serious "525 ", Series. 1. Frame: 3 -1/4 inch deep, with nail fin. 2. Sash: Minimum 1 -9/16 inch deep. 3. Sightlines: Equal for operating and fixed sash. B. Window Type: Awning C. AAMA /WDMA Performance Requirements: Provide fiberglass windows of performance indicated that comply with AAMA /WDMA 101 /I.S.2/NAFS unless more stringent performance requirements are indicated. 1. Performance Class: C. D. Thermal Transmittance: Provide fiberglass windows with a whole- window, U- factor maximum indicated at 15 -mph exterior wind velocity and winter condition temperatures when tested according to NFRC 100. 1. U- Factor: 0.20 Btu /sq. ft. x h x deg F or less. E. Solar Heat -Gain Coefficient (SHGC): Provide fiberglass windows with a whole- window SHGC maximum of 0.21, determined according to NFRC 200 procedures. F. Air Infiltration: Maximum rate not more than indicated when tested according to AAMA /WDMA 101 /I.S.2/NAFS, Air Infiltration Test. 1. Maximum Rate: 0.13 cfm/sq. ft. of area at an inward test pressure of 1.57 lbf /sq. ft.. FIBERGLASS WINDOWS 085313 - 7 • THE KNOLL AT TIGARD 04.12.10 G. Water Resistance: No water leakage as defined in AAMA/WDMA referenced test methods at a water test pressure equaling that indicated, when tested according to AAMA /WDMA 101 /I.S.2/NAFS, Water Resistance Test. 1. Test Pressure: 15 percent of positive design pressure, but not less than 2.86 lbf /sq. ft. or more than 15 lbf /sq. ft.. H. Forced -Entry Resistance: Comply with CAWM 301 -90. 2.7 GLAZING A. Glass and Glazing Materials: Refer to Division 08 Section "Glazing" for glass units and glazing requirements applicable to glazed fiberglass window units. B. Glass: Clear, insulating -glass units, argon or krypton gas filled, with low -E coating pyrolytic, and single suspended film as required to meet thermal performance criteria indicated. C. Glazing System: Manufacturer's wet silicone factory - glazing system that produces weathertight seal. 2.8 HARDWARE A. General: Provide manufacturer's standard hardware fabricated from aluminum, stainless steel, carbon steel complying with AAMA 907, or other corrosion- resistant material compatible with vinyl; designed to smoothly operate, tightly close, and securely lock fiberglass windows, and sized to accommodate sash weight and dimensions. Do not use aluminum in frictional contact with other metals. B. Counterbalancing Mechanism: Comply with AAMA 902. 1. Sash - Balance Type: Concealed, spring - loaded, block - and - tackle type, of size and capacity to hold sash stationary at any open position. C. Roller Assemblies: Low- friction nylon rollers. D. Sill Cap /Track: Extruded - aluminum track with natural anodized finish, of thickness, dimensions, and profile indicated; designed to comply with performance requirements indicated and to drain to the exterior. E. Locks and Latches: Designed to allow unobstructed movement of the sash across adjacent sash in direction indicated and operated from the inside only. 2.9 INSECT SCREENS A. General: Design windows and hardware to accommodate screens in a tight- fitting, removable arrangement, with a minimum of exposed fasteners and latches. Fabricate insect screens to fully integrate with window frame. Locate screens on outside of window and provide for each operable exterior sash. FIBERGLASS WINDOWS 085313 - 8 THE KNOLL AT TIGARD 04.12.10 1. Aluminum Tubular Frame Screens: Comply with SMA 1004, "Specifications for Aluminum Tubular Frame Screens for Windows," Architectural C -24 class. B. Aluminum Insect Screen Frames: Manufacturer's standard aluminum alloy complying with SMA 1004. Fabricate frames with mitered or coped joints or corner extrusions, concealed fasteners. C. Aluminum Wire Fabric: 18 -by -16 mesh of 0.01 I -inch- diameter, coated aluminum wire. 1. Wire- Fabric Finish: Charcoal gray. 2.10 FABRICATION A. Fabricate fiberglass windows in sizes indicated. Include a complete system for assembling components and anchoring windows. 1. Welded Frame and Sash Corners: Miter -cut and fusion welded. B. Fabricate windows that are reglazable without dismantling sash framing. C. Weather Stripping: Provide full- perimeter weather stripping for each operable sash, unless otherwise indicated. D. Factory- Glazed Fabrication: Except for light sizes in excess of 100 united inches, glaze vinyl windows in the factory where practical and possible for applications indicated. Comply with requirements in Division 08 Section "Glazing" and with AAMA /WDMA 101 /I.S.2/NAFS. E. Glazing Stops: Provide snap -on glazing stops coordinated with Division 08 Section "Glazing" and glazing system indicated. Provide glazing stops to match sash frames. F. Hardware: Mount hardware through double walls of vinyl extrusions or provide corrosion - resistant steel reinforcement complying with requirements for reinforcing members, or do both. G. Complete fabrication, assembly, finishing, hardware application, and other work in the factory to greatest extent possible. Disassemble components only as necessary for shipment and installation. Allow for scribing, trimming, and fitting at Project site. 2.11 FIBERGLASS FINISHES A. Organic Pigmented Finish: Manufacturer's standard finish, interior and exterior, complying with paint manufacturer's written specifications for cleaning and painting. 1. Color: Brownstone (Dark Brown). FIBERGLASS WINDOWS 085313 - 9 • THE KNOLL AT TIGARD 04.12.10 PART 3 - EXECUTION 3.1 EXAMINATION A. Examine openings, substrates, structural support, anchorage, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. Verify rough opening dimensions, levelness of sill plate, and operational clearances. Examine wall flashings, vapor retarders, water and weather barriers, and other built -in components to ensure a coordinated, weathertight window installation. 1. Wood Frame Walls: Dry, clean, sound, well nailed, free of voids, and without offsets at joints. Ensure that nail heads are driven flush with surfaces in opening and within 3 inches of opening. 2. Proceed with installation only after unsatisfactory conditions have been corrected. 32 INSTALLATION A. Comply with Drawings, Shop Drawings, and manufacturer's written instructions for installing windows, hardware, accessories, and other components. B. Install windows level, plumb, square, true to line, without distortion or impeding thermal movement, anchored securely in place to structural support, and in proper relation to wall flashing and other adjacent construction. C. Set sill members in bed of sealant or with gaskets, as indicated, for weathertight construction. D. Separate aluminum and other corrodible surfaces from sources of corrosion or electrolytic action at points of contact with other materials. 3.3 ADJUSTING, CLEANING, AND PROTECTION A. Adjust operating sashes and ventilators, screens, hardware, and accessories for a tight fit at contact points and weather stripping for smooth operation and weathertight closure. Lubricate hardware and moving parts. B. Clean exposed surfaces immediately after installing windows. Avoid damaging protective coatings and finishes. Remove excess sealants, glazing materials, dirt, and other substances. C. Clean factory- glazed glass immediately after installing windows. Comply with manufacturer's written recommendations for final cleaning and maintenance. Remove nonpermanent labels, and clean surfaces. D. Remove and replace glass that has been broken, chipped, cracked, abraded, or damaged during construction period. E. Protect window surfaces from contact with contaminating substances resulting from construction operations. In addition, monitor window surfaces adjacent to and below exterior concrete and masonry surfaces during construction for presence of dirt, scum, alkaline deposits, stains, or other contaminants. If contaminating substances do contact window surfaces, remove contaminants immediately according to manufacturer's written recommendations. FIBERGLASS WINDOWS 085313 - 10 • THE KNOLL AT TIGARD 04.12.10 END OF SECTION 085313 FIBERGLASS WINDOWS 085313 - 11 - r II i r' '--1- C ' --H- in L- I . 9 ee I I i . .:. ,_„ ., . . . _- - ,,I I ®_,,v_ A O 3' -6" HIGH, FREESTANDING 6" CONCRETE SITE WALL • COPYRIGHT. CARLETON HART ARCHTECTURE DO NOT REPRODUCE WITHOUT PER1.Y$$IOH COL THE KNOLL AT TIGARD AR 1 -01 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR " CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portiand. oregon 97209 PROD NO. 20825 03.26.10 A2R01 t 503 243 2252 I f 503 243 3261 I carietonhart.com Iii L'_ i_i=1 l_I -14 _ ------------H---- A-1/ \ H. ` / ` +1 -- �� - = ❑ -li j ' , _1 ❑ ; -❑ II .I A _ _ 1 Illiiii1 IIIIMI _11-1 1_ 1 _ - - - - 11 _ = == - =-_ =_ ___ \ / . ' 1 _ ����I � a II - ----- - - 1111- • _ .--------------- 111 -_ jri ri RP... 1 ___ 7 \ . H , ,.. \ / / ri ----- - I' • • A 0 •0 3' -6 "H CONCRETE SITE WALL/ SCREENING 0 COPYRIGHT. CARLETON HART ARCHT£CIURE DO NOT REPRODUCE WOHOUt PEDIPSDON CM THE KNOLL AT TIGARD AR 1 -02 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROD NO. 20825 03.26.10 A3.01 1 503 243 2252 I f 503 243 3261 I carietonhart.com • 1 4' -0 23'612 6-0 23'6112 4'.0 9O • 1 1 1 ' I 1 • O — 111' -5 12 L • 1 1 ' 1 Z -- .1 — • �� - —I- J C 4 1 ! c I O . 1 J e is d I : n---1 ��. a — 5- `ml n 1 n pi - -,,.;: Ei— 1 I—g : : : _ t Fl. I NI 8 P 6 . 2 -0• I 1 —1 ' 1 I ' ' il dM — D THE KNOLL AT TIGARD C N COMMUNITY PARTNERS FOR AFFORDABLE CHANGE • O 1 O 8485 SW HUNZIKER, TIGARD, OR C ARLETON HART ARCHITECTURE 3 2 2 n o 9 1 7 avonuo r n orogon 97209 PRO' NO. 20825 03.26.10 r 509 243 2252 11503 243 3261 1 carieronnarr. corn STNG SEA APPROX. M 3" METAO.C. STAGGERED L ROOF OVER 30# FELT ON ROOF SHEATHING PER STRUCTURAL PEAK FLASHING WITH Z CLOSURE, SEALANT UNDER 'Z' NAILS ANDI PREFINISHED METAL GRAVEL STOP FLASHING SET IN MASTIC, WITH HEMMED DRIP EDGE & I' CONCEALED FASTENERS @ FASCIA CONTINUOUS CLEAT WITH DRIP EDGE C ` SEALANT WRB — LAP OVER DRIP FLASHING PROVIDE 2X BLOCKING FOR FASTENER S I �• 1" X 11" LVL :: :4ali CEMENTITIOUS PANEL FASCIA, PAINTED - SEE 4/A8.21 FOR VERTICAL JOINT • 2 X 10 OUTRIGGER PER STRUCTURAL • 1/4" PAINTED CEMENTITIOUS PANEL, ADHERE AND MECHANICALLY FASTEN TO 1/2" PLYWOOD SOFFIT PREFINISHED METAL DRIP EDGE FLASHING • ROOF OVERHANG /FASCIA SCALE: 3" = 1 ' -0" • COPYRIGHT. CARLETON HART ARCIRTECTUVE DO NOT REPRODUCE wIMOUT PERENSSION THE KNOLL AT TIGARD AR 2 -02 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue Portland. Oregon 97209 PRO) NO. 20825 03.26.10 A8P21 t 503 243 2252 I f 503 243 3261 I carletonhart.com 30# ROOFING FELT STANDING SEAM ROOF PANEL FIELD FORMED PANEL NAILS APPROX. 3" O.C. STAGGERED 3/16" x 7/8" BUTYL TAPE MTL J CLOSURE i CONTINUOUS CLEAT WITH DRIP EDGE (V [11. (" CV SEALANT WRB - LAP OVER DRIP FLASHING PROVIDE 2X BLOCKING FOR FASTENER I 1i" X 11" LVL ®i CEMENTITIOUS PANEL FASCIA, PAINTED - SEE 4/A8.21 FOR VERTICAL JOINT 2 X 10 OUTRIGGER PER STRUCTURAL PREFINISHED METAL DRIP EDGE FLASHING ROOF OVERHANG @ RAKE EDGE SCALE: 3" = 1' -0" COL COPYUGHT. CA00TON Hi.aT £RCH:ERURE 00 "OT RERR000CE w01KKJT PUP#J55100 THE KNOLL AT TIGARD AR 2 -03 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 n w 8 t h a v e n u e p o r t l a n d, o r e g o n 97209 PRO1 NO. 20825 03.26.10 A8.21 1 503 243 2252 I f 503 243 3261 I carietonhart.cam • STANDING SEAM BEYOND PREFINISHED METAL ROOF PANEL — — _ SLIPSHEET 30# FELT UNDERLAYMENT __� 2 "x4" PREFINISHED METAL EDGE VH •. FLASHING, SET IN ROOF CEMENT. NAIL 3" O.C. STAGGERED �I `— — SEALANT TAPE mi CONTINUOUS' T FLASHING, LAP ;el' — OVER METAL TRIM BAND S V GUTTER SPACERS INSTALLED BETWEEN BRACKETS — GUTTER PROVIDE 2X BLOCKING FOR FASTENER WRB - LAP OVER DRIP FLASHING LVL CEMENTITIOUS PANEL FASCIA, PAINTED - SEE 4/A8.21 FOR VERTICAL JOINT 1110 2 X 10 OUTRIGGER PER STRUCTURAL - 1/4" PAINTED CEMENTITIOUS PANEL, ADHERE AND MECHANICALLY FASTEN TO 1/2" PLYWOOD SOFFIT PREFINISHED MTL DRIPEDGE FLASHING ROOF EDGE @ GUTTER SCALE: 3" = 1 ' -0" COPYRIGHT. CARLETON HART ARCHITECTURE DO HOT REPRODUCE wRHWI PEREPSSIOU ME L THE KNOLL AT TIGARD COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 81h avenue portland, oregon 97209 PROJ NO. 20825 03.26.10 A8.21 1 503 243 2252 1 f 503 243 3261 1 corlelonhart,com •:., lc,_y ._. z: 11 - I CEMENTITIOUS LAP SIDING I 11 y 11 WRB, LAP 2" MIN. OVER FLASHING !, :' li 6" SELF ADHERING STRIP OVER FLASHING r PREFINISHED MTL FLASHING I STANDING SEAM BEY ND 4, 1 S I G S O li PREFINISHED MTL ROOF PANEL, TURN UP AT WALL 11 SLOPE 2% / I I - ., It SLIPSHEET 30# FELT ROOFING UNDERLAYMENT, WRAPPED 6" UP SIDEWALL ® SIDEWALL FLASHING AT MTL. ROOF SCALE: 3" = 1 -0 COL COPYR HR. CAQUTON MA T ♦RCN:FCTURE 00 NOI RDR000C[ WONW l PRRNI551ON THE KNOLL AT TIGARD A R 2 -0'` COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR " CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROD NO. 20825 03.26.10 A8.21 t 503 243 2252 I 1 503 243 3261 I carletonhart.com IV I , W.R.B. 6" S.A.M. , s Flik 30# ROOFING FELT, LAPPED 8" UP \ I I CLEAR ANODIZED "Z" FLASHING " MTL J CLOSURE, 3/16" x 7/8" BUTYL TAPE FIELD FORMED PANEL Co "j I _ ... , ..0.7 STANDING SEAM ROOF PANEL I \ II // // \ \ 1 1 /\%/ 8 SIDEWALL FLASHING AT MTL. ROOF SCALE: 3 = 1 -0 COPYREOHI. UREETON HART ARCN:ECTURE DO NOT REPRODUCE WITHOUT PERMISSION CM THE KNOLL AT TIGARD AR 2 -06 - -- COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR " C A R L E T O N HART ARCHITECTURE BASE SHEET 32 2 nw 8 t h a v e n u e p o r t l a n d, o r e g o n 97209 PROD NO. 20825 03.26.10 A8.21 1 503 243 2252 I f 503 243 3261 I carletonhart,com i Q \ I1 � 1 � 2 • • 3 RESTROOM - 130 (129 SIM) SCALE: 1 /2" = 1' -0" COPYRIGHT. CARIETON HART ARCRITECTURE DO NOT REPRODUCE WITHOUT PERINSNON CEL THE KNOLL AT TIGARD AR3 -O 1 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8111 avenue portland, oregon 97209 PROJNO. 20825 03.26.10 A6.01 1 503 243 2252 I 1 503 243 3261 I carletonhart.com I ( , • ■ I 1 - == = - - — = "— _ - - - 1 - - - - -- - 1 • . \ , �' I" f,- � o \ / l 10. 1, i-:` / , ' ,•-''. -- . J 0 (I filth-F.' 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BUFFERING, AND 1.IITIGATpN RIGHT-0E -WAY IMPROVEMENT56 CAN NOT OE COUNTED TOWARDS MITIGATION 01 30 3010 ADDITIONAL TREES BEING PROVIDED BEYOND ZONING REQUIREMENTS INCLUDE: (5) MOUNTAIN ASH I.5 , (e) DOGWOOD 15 CAL.,(1)SUMAC 5 ', AND(3) GRAM:MELO. 1.5 WHICH HIGH ARE MIT RE APPLICABLE TOWARDS IGATION. M O STAGHORN SUMAC, 1.5 CALIPER. pUANTITV (11 TOWA • STREET TREES IS COLUMNAR ENGLISH OAK) BEING PROVIDED ARE 3.5' CALIPER, eev.� 03.05.30 MITIGAtbN S LARGER MAN REQUIRED BY ZONING. FOR ADDITIONAL MITIGATION VALUE. ? eEV.Q 03 -Ie30 • ', 4EY.Q 0].3030 ® REMN NTOTAL MITIGATION BEING AGCOMODATED ON SITE • 30 INCHES, 306.31 •316' 5 C O GRANgFLORA SZ QUANTITY FEN-LIEU IIEUOE MITIGATION • BEINGPRON T' PROVIDED CFOR THE REMAINING (3) TOWARS IVA MRIWTIOBERRY, N 1. CALIPER. 310' OF MITIGARON REWIRED. . SEE LANDSCAPE PLANTING PLAN SHEET L3 p .O FOR ADDITIONAL INFORMATION TREE SCHEDULE CP FO E P A NT N 6 REGARDING PROPOSED PLANT MATERIAL O COLUMNAR ENGLISH BAN.2S' CALIPER (S EACH 5 TGwARD MIT=7,)QQANmY(B) Al •03 O 3' -0" 3' -0" zzi E WASHER /DRYER, N.I.C. LAUNDRY ROOM FOLDING LAUNDRY ROOM, FLOORS 2 -4 COUNTER AND CABINETS, SEE SCALE: 1/2" = V-0" DETAIL 12/A8.31 CO.YRIGNT uRIEro^ HMT flCERrtGURE 0o NOE YERF000CE wm+our P00 000 THE KNOLL AT TIGARD AR4 -O 1 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING / \ 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland. oregon 97209 PROD NO. 20825 03.26.10 3/A6.04 1 503 243 2252 I f 503 243 3261 I carielonharr.com 2x8 BLOCKING @ BACK & BOTH SIDES 2 -6 / ' 2x4 PERIMETER LEDGER • 11111 3 "x3 "x1/4" STL ANGLE BRACKET W /CONT. WELD @ CORNER @ 4' O.C., MAX. -..--c N r l'1 ""1' 1 1 1 (PL -6) @ SKIRT FACE & Li 1 + + . I BOTTOM EDGE O 1 RADIUS @ CORNER 1 I -4 BASE CABINET WHERE i, : C - J OCCURS W/ ADJUSTABLE SHELF 1 3/4" PLYWOOD COUNTER W/1/2" PLYWOOD SKIRT @ BACKSPLASH. CLAD COUNTER, BACKSPLASH & NOSING W/ (PL -4) } - (6) #12 MB WASHERS & NUTS _ I TO DOUBLE STUD T II 1 11 O 2 LAUNDRY RM COUNTER /CABINETS SCALE 1 1/2" = 1 • CEA COPYRIGNi- CnvIEiON Nnvi,RRCrerERUVE [b NOi REIRO[ttl(Z WRHWfPERMISSON THE KNOLL AT TIGARD AR4 -02 _, COMMUNITY PARTNERS FOR AFFORDABLE HOUSING /3\ 8485 SW HUNZIKER, TIGARD, OR CARLETO N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portian Oregon 97209 PROJNO. 20825 03.26.10 12/A8.31 I t 503 243 2252 f 503 243 3261 corietonharl.com 1. ° E PHORMIUM 10" W. SLOPED CAP BRASS PLAQUE SIGNAGE, EPDXY ca ° V BLOCK ANCHOR TO BLOCK REVIEW -> TEXT & DESIGN W/ ARCHITECT U ; l i 8" W. SLOPED CAP PRIOR TO FABRICATION BLOCK s ; \ 0 o O O o I 1 BLACK MONDO c o 0 E GRASS < _ DD OLL 4 ° ° °� o ° . O) e4�� A T COMMUNITY FOR 55 AND UP ° 9 1i ° ° ° z +1 — � - / ', ® 1 2291 SW KNOLL It • • 1 °\ ° IC tl l / . ° � � / 2 , � TIGARD N 1 1 I 1 0 o I 1 a I I� I I 1 1 °' - MUTUAL MATERIALS 6 CONCRETE . CONCRETE PLANTER CONCRETE PLANTER MOUNTAIN BROWN PEDESTAL W/ 2" GROUND FACE 8" CMU CHAMFER MUTUAL MATERIALS CONCRETE PLANTER • GROUNDFACE8 "CMU BEYOND CONCRETE PLANTER 4" HIGH CAST ALUMINUM W / 1/2" CHAMFER LETTERS ON STANDOFF POSTS, 1/2" SANDED SEALANT A 2 1/2" HIGH LETTERS FOR "AT" • B O MONUMENT SIGN — ELEVATIONS 1 z SCALE: 3/4" = 1' -0" a PLANTING 10" W. SLOPED CAP BLOCK CMU WALL ON a 0 M • CONCRETE o 0 0 CMU WALL PEDESTAL a o < • CONCRETE PLANTER 1/2" SANDED PLANTING ° ¢ 17 W 1/2" CHAMFER SEALANT j o: w og ME MEDIUM \ 1 3'-4" 4' -0" / CONCRETE m z m . .. I f _ \ PLANTER W .. Z = , . .��I W 1/2" CHAMFER ~ a cn o - - - -1-- i N . •I 1 1 1 1 • 1 o L--- -� - - -- L— I \ M 1 o o :�`: 0 a \ . \ 8" W. SLOPED CAP \L BLOCKCMUWALL 6" CONCRETE PEDESTAL W/ 2" iD CHAMFER \ - \ 2-6 5-6 k 3 8 8 AR5 -01 11-10" ® MONUMENT SIGN — PLAN '� BASE SHEEP SCALE: 3/4" = 1' -0" 1 A8.10 • 10" X 4" CMU CAP BLOCK, BEYOND 8 "X3 " CMU CAP gift BLOCK, BEYOND El FLUID APPLIED DAMPPROOFING PLANTING MEDIUM 6 " 6" W. CONCRETE 6" y Am PLANTER WALL W/ 1/2" CHAMFER �I�rl BEYOND CONCRETE PEDESTAL • / FINISH GRADE • AVM .yt `Y.iY -LY `t L2 ' Y d .�L-. \\ �T `Y d - - d r.7 F 8. + �. Y :'Y: Y � 4 I d lii• / • I,1 • 'T � I�I� a•P21.2v / \�I 11 LrLT .V`Y Y�Yi11v1 i t�tLTrT:L v1 T \ \/ � t ISO 1A1te:0, 4IiItI :I� 411 I■1 :I 1VA I O Og1 / `T •l • .y T T 0, Lr LT LT LY.LT tT FC, er Y ' Y .V..V. .Z.Z.Z.iy.Z.Z.Z. .i..S ia. \ \ 02e �}'.. TEA= `t1.=Y4$4X-T:=r:�Y.-T:-T -4Y-• = 4r:0T -� -tr•: �e \ \ \ \ \ V \ \ \ \ \ / \/\ \ DRAINAGE GRAVEL i \ / \ / \ / \ / \ / \ / \/\ // //' / ®MONUMENT SIGN - SECTION SCALE: 3/4" = V-0" COPYRIGHT -CARLETON HART ARCHITECTURE DO HOT REPRODUCE WITHOUT PERAYSSIOH CEL THE KNOLL AT TIGARD AR5 -02 . 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Blur _ unw� aiiul!!I ` = :•r= iiiiii i_i !!!_lii= iiiiii RO! . _ iiig iiilll _ \ iii ill.._::: e::: 5iiiil .._:::= ieiBiiiil. _: 0 6 ::::: ::: )- , , ..., \ \/ ® 1 l;\ I 1 I1r1 (l I I O FINISH PLAN - FLOORS 2 -4 LOBBY 4 SCALE 1/8” = 1' -0" COPYRIGHT • CARLETON HART ARCHTECNPE DO NOT REPRODUCE WITHOUT PERENSS1ON CM THE KNOLL AT TIGARD AR6 -O 1 1 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR " C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland. oregon 97209 PROD NO. 20825 03.26.10 4/A5.04 1 503 243 2252 1 f 503 243 3261 1 cauetonhart,com GENERAL STRUCTURAL NOTES pESIGN CRITERIA: ALLOWABLE SOIL BEARING PRESSURE: 2,000 PSF (BASED ON = L5 REPORT PREPARED BY ALDER GEOTECHNICAL SERVICES, AUGUST 13, 2009, REPORT NO. 137 -6) 4 ADDENDUM "I DATED MARCH H, 2010. / ` SUBMITTALS: NON - DEFERRED SUBMITTALS: A. CONCRETE MIX DESIGNS - (PROVIDE BREAK TEST DATA FOR EACH SUBMITTED MIX WITH A MINIMUM OF 30 -TEST SPECIMENS PER MIX), FURNISH CERTIFIED REPORTS OF EACH PROPOSED MIX FOR EACH TYPE OF WORK. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS, ALONG WITH TEST DATA AS REQUIRED, A MINIMUM OF TWO WEEKS PRIOR TO PLACING CONCRETE. B. PREFABRICATED WOOD JOISTS AND BEAMS - LAYOUT DRAWINGS IDENTIFYING JOIST SPACING, JOIST AND BEAM SIZES, AND ANY OTHER PERTINENT INFORMATION ARE REQUIRED FROM THE MANUFACTURER. STAMPED CALCULATIONS AND DRAWINGS ARE NOT REQUIRED. C. STRUCTURAL STEEL - LAYOUT DRAWINGS AND DETAILS FOR EACH STEEL ELEMENT, SHOWING ( ALL DIMENSIONS, SIZES, WELDS, AND AN OTHER PERTINENT INFORMATION. ( 3 ARTHWORK: REMOVE ALL EXISTING CONCRETE AND CONSTRUCTION DEBRIS WITHIN THE WORK ZONE. OVEREXCAVATE CLAY LAYERS PER THE GEOTECHNICAL REPORT ADDENDUM "I DATED MARCH 11, 2010. UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER, REPLACEMENT WITH NEW FILL AND • A ' •■•■ 5 DF0- mac- •\ TECHNICIAN UNDER THE GUIDANCE OF THE GEOTECHNICAL ENGINEER. MINIMUM TESTING FREQUENC SHALL BE ESTABLISHED BY THE GEOTECHNICAL ENGINEER. THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER PRIOR TO COMMENCEMENT OF FILLING OPERATIONS. ALL GENERAL EXCAVATIONS AND FOOTINGS SHALL BE INSPECTED AND APPROVED PRIOR TO THE PLACEMENT OF ANY SOIL BACKFILL OR CONCRETE. ENGINEERED AND COMPACTED FILL SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER. 9 ZRUCTURA L . 00PR0 it s/ ��C I yGI NEE» O 4 13,089 �p �• ll' OREGON 4 4 Y 11, e Qt i l yY M ERO-° I EXPIRES: 12 -31 -10 CGY1tIGHT.wu *w H.tr.SO.rtak[ DO HOT[EPSOcur wimwrPFAMIU0H THE KNOLL AT TIGARD S 1 1 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue porllond, Oregon 97209 TMRPROI 9244 03.26.10 S1.0 t 503 243 2252 I f 503 243 3261 I corletonhorl.com FOUNDATION PLAN KEYNOTES: 1. VERIFY ALL CONDITIONS WITH ARCHITECTURAL DWGS. DIMENSIONS NOT SHOWN ARE PER APPROVED ARCH'L DWGS. RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO CONSTRUCTION. 2. 4" THICK CONCRETE SLAB -ON -GRADE WITH "3 1 1' -6" 0/C EACH WAY a SLAB . OVER - EXCAVATE CLAY LAYERS AND PREPARE SUBGRADE PER THE GEOTECHNICAL REPORT AND ALL ASSOCIATED ADDENDUMS. SEE ARCHITECT FOR VAPOR BARRIER REQUIREMENTS. PROVIDE CONSTRUCTION OR CONTROL JOINTS SPACED NO GREATER THAN 12' -0" ON CENTER, EACH WAY. SEE DETAIL 5/83.1. 3. UNLESS NOTED OTHERWISE ALL EXTERIOR WALLS SHALL BE SHEATHED WITH 15/32" PLYWD WITH EDGE NAILING SPACED AT 6" 0/C EDGES 4 1' -0" FIELD WITH ALL EDGES BLOCKED AND SILL ANCHOR BOLT SPACING 51-4ALL BE AT 4' -0" 0 /C. 4. WOOD STUD WALLS PER SCHEDULE. 5. 6x6 DOUGFIR al POST AT 6" WALLS 4 8x8 DOUGFIR "I POST AT 8" WALLS. POSTS OUTSIDE OF EXTERIOR WALLS SHALL BE 6x6 I- IEMFIR °l TREATED. 6. IN55 5x5x3/16 COLUMN. 1. LOCATE THIS HOLDOWN ROD WITH THE ROD ABOVE 50 THAT ROD ALIGNS FROM FLOOR -TO- FLOOR. 8. RECESS THE FLOOR SLAB I" AT ALL SHOWERS, SEE 1/53.2. 9. (3) 2x6 STUD PACK AT ALL LEVELS AT END OF BEAMS. PROVIDE SIMPSON 'HDUS' HOLDOWN AT FND. 4 SIMPSON 'CMST14' STRAP AT FLRS. SEE II/S1.1 4 13/51.1. 10. CONCRETE WALL, PLANTERS, 4 STAIRS PER CIVIL /LANDSCAPE DWGS. 11. 1-455 6x6xI/4 COLUMN, GALVANIZED. RUN FULL HT. TO ROOF. 12. LOCATE FOOTING ELEVATIONS SO THAT BUILDING DOES NOT SURCHARGE ADJACENT SITE WALLS. SURCHARGE LOADING LINE 15 AT A 45 -DEG. LINE FROM BOTTOM EXTERIOR CORNER OF THE BUILDING FOOTING. 13. 91/2" TJI / 110 2' - 0" 0 /C. S 1RUCTURA L �EQEp P ROfEss , cylyGl O29 13.089 --p+7 OREGON l � y MER r,1 ` Q SQ ��� 1 EXPIRES: 12 -31 -10 conmadrt. rwanorrruar uourzaua[ 00,07 mama¢ .mNourrw sa+ OIL THE KNOLL AT TIGARD S2. 1 e 1 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING d 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portlond, oregan 97209 TMRPROJNO. 9244 03.26.10 1 503 243 2252 I r 503 243 3261 I colletonnort.com S2.1 7J co . 1 .., . . CT 1 , . •_,1 - . , .2' : . . : .- - - i. : _ . , ._ .\_,.... . ' . ,, ,- . ... .• GRAVEL , -;---: '''''‘ • ' -I • • - : ''''• ' PER i. • - . .- . - , ,-.. \ ',,,, / - - ' i , - -,' ,--•-■- 1 ' ,- - - - -, - --, - - 1 . . . 1 • . Ea , , i■mm, • - . ',.--,' _,. 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' i \ I I, ..i'„ N •.\ 1 ..__,.---,:., ..:f —\\,, ,-., I \ \ ,.-!_ COPYRIOHI - CARLETON HART ARCHITECTURE DO NOT REPRODUCE wITHOur PERNISSION CIET THE KNOLL AT TIGARD C R — 1 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING /3\ 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROJ NO. 20825 03.26.10 t 503 243 2252 I f 503 243 3261 I carletonhart.com STORM SEWER SCHEDULE (CONTINUED) ITEM DESCRIPTION REFERENCE WATER QUALITY M; 5 •'_ CON TECH (R) 3 CARTRIDGES MH -1 RIM = 178.77 I N(8 "S)= 174.50 C4.1 IN(8"W)= 174.50 OUT(12 "N)= 172.70 FLOW CONTROL MANHOLE RIM = 180.25 6 MH -2 IN(36 "S)= 169.68 IN(4 "NE)= 178.00 C4.1 OUT(12 "N)= 169.68 3" FORCE MAIN CONNECTION AT BUILDING FROM PLUMBING SD -1 RAINWATER HARVESTING CISTERN PLANS I E= 176.75 3" FORCE MAIN CONNECTION RAINWATER PLUMBING SD -2 HARVESTING CISTERN PLANS IE=1 75.52 6" OVERFLOW FROM RAINWATER HARVESTING CISTERN PLUMBING SD -3 IE= 1 75.52 PLANS STORM DRAIN FILTER MANHOLE GRAF OPTIMAX(R) EXTERNAL FILTER NO. 340036 OR APPROVED EQUAL PLUMBING SDF -1 RIM = 178.58 PLANS IN(6 "W)= 1 75.54 OU T(6 "E)= 174.79 OU T(6 "N)=174. 79 BACKFLOW VALVE IN ACCESSIBLE VAULT BFV -3 4" BACKFLOW FLAP VALVE C4.1 TRAFFIC RATE LID BACKFLOW VALVE IN ACCESSIBLE VAULT BFV -4 4" BACKFLOW FLAP VALVE C4.1 BACKFLOW VALVE IN ACCESSIBLE VAULT OA BFV -5 4" BACKFLOW FLAP VALVE C4.1 BACKFLOW VALVE IN ACCESSIBLE VAULT BFV -6 4" BACKFLOW FLAP VALVE C4.1 COPYRIGHT- G4lflON HART APCHHCNSf 00005 REPRODUCE wITHOUT 155045000 THE KNOLL AT TIGARD CR -2 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROJ NO. 20825 03.26.10 C3.0 t 503 243 2252 I f 503 243 3261 I carletonharf.com • 3" OF CLASS 1/2" DENSE, LEVEL 2, HMAC (1 LIFT) °000°000°000°000°000°000°000°000°0 *0 O °° ° ° °° ° ° °° ° ° °° ° ° °° ° ° °° ° ° °° ° 0°0 ° ° °° ° ° °° ° ° WOVEN POLYPROPYLENE °° ° ° °° ° 0 0 ° ° °° ° ° °° ° ° °° ° ° °° ° ° °° ° ° °° ° ° ° GEOTEXTILE FABRIC ° ° 18" CRUSHED AGGREGATE BASE 3 COMPACTED SUBGRADE NOTES: 1. AGGREGATE BASE AND THE UPPER 12" OF THE SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM 01557. 2. AC. PAVEMENT SHALL BE COMPACTED TO 91% OF THE RICE DENSITY OF THE MIX. TYPICAL PAVEMENT SECTION c II NTS CUL COVYRIOHi. GPEEiON Nnei ♦eCNHERUPf Ib NOt eePOWCf wRxOUI eFerN5510N ' THE KNOLL AT TIGARD CR -3 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portlan Oregon 97209 PROJNO. 20825 03.26.10 2/C4.0 I t 503 243 2252 t 503 243 3261 carletonhart.com • =, DROP REQUIRED I5 I .8', FOR 18" CARTRIDGE, DROP REQUIRED I5 2.3', FOR 27" CARTRIDGE DROP UM ANGLE BETWEEN INLET AND OUTLET IS 45 °. IED BY ENGINEER AND PROVIDED BY CONTRACTOR. PRECAST MANHOLE STORMFILTER EQUIPPED )PE OUTLET STUB AND SAND COLLAR. EIGHT INCH DIAMETER OUTLET SECTION MAY BE SEPARATED )LDED -IN CUT LINE TO ACCOMMODATE A 12 INCH OUTLET PIPE. CONNECTION TO DOWNSTREAM A FLEXIBLE COUPLING OR ECCENTRIC REDUCER, AS REQUIRED. COUPLING BY FERNCO OR EQUAL AND R. NCE FOR MAINTENANCE ACCESS. IF A SHALLOWER SYSTEM 15 REQUIRED, CONTACT CONTECH FOR OTHER OPTIONS. 0 BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR, IF REQUIRED. BALLAST TO BE SET IF THE STRUCTURE. 'E REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR MORE 3 PRECAST MANHOLE 30 "0 FRAME STORMFILTER DATA 1 AND COVER (STD) STRUCTURE ID MH- I WATER QUALITY FLOW RATE (cfs) 0.0637 _ < PEAK FLOW RATE (<1 cfs) 0.688 RETURN PERIOD OF PEAK FLOW (yrs) 25yr '!�'• e # OF CARTRIDGES REQUIRED 3 ' CARTRIDGE FLOW RATE (I 5 or 7.5 gpm) I 0 gpm _ : e • MEDIA TYPE (C5F, PERLITE, ZPG) CSF RIM ELEVATION 1 78.77 ' PIPE DATA: I.E. ORIENTATION MATERIAL DIAMETER INLET PIPE #1 1 74.50' 90° XXX 8" INLET PIPE #2 1 74.50' 180° XXX 8" ILTER - TOP VIEW OUTLET STUB 1 72.70 0° XXX 12" ECCENTRIC REDUCER YES \NO SIZE ) (BY CONTRACTOR) NO XX" x XX" SAND COLLAR ANTI- FLOTATION BALLAST WIDTH HEIGHT / XX" XX" I 2 "0 OUTLET STUB NOTES /SPECIAL REQUIREMENTS: PIPE ORIENTATION KEY: MOLDED -IN CUT LIN. 90° 8"0 OUTLET STU: 180° — O —0° 270° • 6 WATER QUALITY MANHOLE N TS COMICAll....VON MART ARORfCR.OR DO NOT OfRROOUCE WUNDUT MLWSSON CEL THE KNOLL AT TIGARD CR -4 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROJ NO. 20825 03.26.10 6 l t 503 243 2252 f 503 243 3261 I carletonh°rt.com CONSTRUCTION NOTES 12 NEW 24LF - 18" CSP STORM DRAIN MAIN LINE. S= 0.0200. 3 13 NEW 289LF - 18" CSP STORM DRAIN MAIN LINE. S= 0.0050. NEW 12" DI WATERLINE UNDER SEPARATE PERMIT. 15 EXTEND 4" SANITARY SEWER LATERAL TO NEW PROPERTY LINE. INSTALL CLEAN OUT AT PROPERTY LINE. 16 NEW POWER POLE WITH GUY WIRE ANCHOR BY PGE 17 NEW CONCRETE INLET, TYPE CG -2, PER ODOT STD. DWG NO. RD366. G= 177.62 RIM = 177.50 IE= 174.50 18 NEW 4LF - 10" CSP STORM DRAIN INLET LEAD. S= 0.0200 CONNECT TO 18" STORM SEWER MAIN LINE. 19 NEW 8" DI WATERLINE UNDER SEPARATE PERMIT. COPYRIGHT. CARLETON HART ARCHITECTURE 00 NOT REPRODUCE w0HOU1 PERRNSSION THE KNOLL AT TIGARD CR-5 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING / \ 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw Bt avenue portland, oregon 97209 PRO1N0. 20825 03.26.10 C5P02 t 503 243 2252 I 1 503 243 3261 I carletonhart.com CONSTRUCTION NOTES O7 STREET TREE PER LANDSCAPE PLAN SHEET LA -1 0 NEW 60" STORM DRAIN MANHOLE PER ODOT STD. DWG. NO. RD346. RIM = 178.03 IN(10 "SE)= 174.86 IN(10 "NE) = 174.07 OUT 18 "N)= 172.76 3 0 NEW 12LF - 10" CSP STORM DRAIN INLET LEAD. S= 0.0200. CONNECT TO NEW 60" STORM DRAIN MANHOLE, SEE NOTE 8. 10 NEW CONCRETE INLET, TYPE CG -2, PER ODOT STD. DWG. RD366. G= 177.43 RIM= 177.31 IE= 174.31 11 NEW 29LF - 10" CSP STORM DRAIN INLET LEAD. S= 0.0200. CONNECT TO NEW 60" STORM DRAIN MANHOLE, SEE NOTE 8. 12 NEW CONCRETE INLET, TYPE CG -2, PER ODOT STD. DWG. NO. RD366. G= 178.56 RIM = 178.44 IE= 175.44 13 NEW SIGNAL POLE PER TRAFFIC SIGNAL PLANS 14 EDGE OF GRIND (36' FROM PROPOSED CURB) PER TYPICAL SECTION, SHEET 4. REMOVE TOP 3" OF AC PAVEMENT. 15 CONSTRUCT 3" AC PAVEMENT OVERLAY PER TYPICAL SECTION, SHEET 4. 3 16 NEW 289LF - 18" CSP STORM DRAIN MAIN LINE. S= 0.0050. 17 NEW 12" DI WATERLINE UNDER SEPARATE PERMIT. 18 EXTEND 4" SANITARY SEWER LATERAL TO NEW PROPERTY LINE. INSTALL CLEAN OUT AT PROPERTY LINE. CORM... CARLEION NARL ARCNiECTLRF DO NO1 REPRODUCE wrtHOUi PERAPSSON CUL THE KNOLL AT TIGARD CR -6 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING /3\ 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue poriland, oregon 97209 PROJN0. 20825 03.26.10 C503 1 503 243 2252 I f 503 243 3261 I carleionhart.com NOTE TO CONTRACTOR: 3 THERE SHALL BE NO CONSTRUCTION PARKING ON PUBLIC STREETS g EETS NO. NA TITLE 1 1 COVER SHEET 2 2 NOTES. 3 3 DEMOLITION PLAN 4 4 SW HUNZIKER STREET 5 5 SW KNOLL DRIVE 6 6 ENLARGED PLANS & TYPICAL SECTIONS 7 7 DETAILS 8 8 PUBLIC WATER IMPROVEMENTS 9 9 PUBLIC WATER IMPROVEMENTS 10 10 PUBLIC WATER DETAILS TS -1 TRAFFIC SIGNAL LEGEND TS -2 SIGNAL MODIFICATION PLAN TS - 3 LOOP DETECTOR PLAN TS - 4 S TRIPING PLAN TS- 5 POLE ENTRANCE PLAN COPYRIGHT. URaTON HRRI ARCNiECNRE DO NOI REPRODUCE WRHOIII PERAVSSION THE KNOLL AT TIGARD C R _7 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, Oregon 97209 PROO. IN 20825 03.26.10 C5R10 1 503 243 2252 ! f 503 243 3261 I ccrletonhart.com CONSTRUCTION NOTES (I BEGIN CURB AND SIDEWALK. MATCH EXISTING. 20 SAWCUT PER TYPICAL SECTION DETAIL, SHEET 5. REMOVE EXISTING A.C. PAVEMENT, CURB AND SIDEWALK TO CUT LINE. (23.0' FROM PROPOSED CURB) NEW A.C. PAVEMENT. 4" OF 1/2" DENSE LEVEL 2, HMAC OVER 3" OR 3/4 " -0" AGGREGATE BASE OVER 12" OF 2 " -O" AGGREGATE BASE. ® NEW CONCRETE CURB AND GUTTER PER TYPICAL SECTION DETAIL, SHEET 6 AND WASHINGTON COUNTY DTL. NO. CS -300, SHEET 7. 5j NEW CONCRETE SIDEWALK PER TYPICAL SECTION DETAIL, SHEET 6 AND CITY OF TIGARD DWG. NO. 120, SHEET 7. © NEW 3" WATER SERVICE (UNDER SEPARATE PERMIT), SEE SHEET 8. CONTRACTOR TO CONTACT WATER BUREAU PRIOR TO CONSTRUCTION. O7 PLANT ENGLISH OAK "QUERCUS ROBUR FASTIGIATA" TREE, 2 1/2" CALIBER, CENTERED IN PLANTING STRIP. ® CONSTRUCT 20.0' OF GRASSCRETE POROUS PAVING IN LANDSCAPE STRIP PER DETAIL 1, THIS SHEET. 90 PROTECT EXISTING POWER POLE WITH STREET LIGHT. 10 INSTALL "FIRE ACCESS ONLY" SIGN 3 NEW PUBLIC FIRE HYDRANT (UNDER SEPARATE PERMIT), SEE SHEET 8. 12 NEW 12" PUBLIC DI WATER LINE, SEE SHEET 8. 10 NEW 5OLF -10" PVC 'C900' OR CSP 'C14' STORM DRAIN INLET LEAD, S=0.0200. 3 14 CAP 10" STORM DRAIN INLET I E =176.4 4 COPVR,GNT CARLETON MART ARCMRFCTURF DO NOT REPRODUCE WRNOUT PFRINSSION THE KNOLL AT TIGARD C R _ 8 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING /3\ 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 81h avenue portlana, oregon 97209 PROJ NO. 20825 03.26.10 C5.13 t 503 243 2252 I f 503 243 3261 I carlefonharf.com 3 x x I X X GRASSCRETE PAVING SYSTEM , I FLUSH X X CONCRETE CURB X X X I Ak Il,4 pI� GRASSCRETE FLUSH PAVING SYSTEM CONCRETE •° ° °° ° CURB ° . ° ° 0 ° 0 ° ° ° . 0 . o ° 0 0 ° 0 ° o ° 0 0 ° o ° 0 ° • P 00 O o °° p'0° o 0 ° 0 0 6 MIL �°° ° ° ° ° ° 18" AGGREGATE IMPERVIOUS °° 0 - 0 . ° BASE ROCK PER 00; • ° ° ° ° ° . 0 LINER WHEN ° ° o ° °� �i NOTE #1. ADJACENT TO o °o °o °o °opt ° ii / i ��i / �� PAVING \ ��i \��i WOVEN �� ���� %������ %�� %�� %\ %�� %�� %� POLYPROPYLENE % %�i�i��i ii��i�!i�� ���i� GEOTEXTILE FABRIC COMPACTED SUBGRADE NOTE: 1. AGGREGATE BASE ROCK SHALL BE EITHER 2 1/2" — 3/4" CRUSHED, WASHED GRAVEL (AASHTO COURSE AGGREGATE NO. 476) OR 1 1/2" — NO. 8 CRUSHED, WASHED GRAVEL (AASHTO COARSE GRAVEL NO. 57) c I; POROUS PAVING (GRASSCRETE) NTS CEL COPYRIGHT - C0RLETON HART ARCNt€CIURE 00 NOT REPP000CE W ITHOUt PERRNSSION THE KNOLL AT TIGARD CR -9 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING / \ 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portlond, oregon 97209 PROD NO 20825 03.26.10 C5.13 t 503 243 2252 I 7'503 243 3261 I carletonhart.com . • � � . .' V ♦ kl � i -� I , / \ \ 2. -- - --:, - --1.:2 .-,''. ,-,.,-,,,' !• , -:-_,-., ;.------- -_-,_ ,_ ,,: ,. \ \\ 1 / C \ 1 \ �A�, :A\ •" �/ V A I ,� ,7(/ v , \\ \ `\ \ \ . � ?1 � I y • - fi, / � . { \_ � � �- t L ir ,, \ ' \ r l , l; y ' f ',...,/, ` z . . , , ,.\\:// .„.„,,, ,,____, • „...\ , \„, \ ,, . * ..s.--- ,,..,, ... .,._.,„ / ,\,,,\\ /,,,,,,,,--..„-,,_ :-,,,,, \ \ \ .'1' ,-- - , .---- ::, (Li .-‘,'.', ,, 1,, 1 --'-'"- ----=----- C2 } ' ' - ‘ 4 1, , ; ' ), \ ;P M1- 41 '' , 1 I j i \ l i ; ' \ TL 2 , \ ;,,,. . \e , ,,, ,,-_,,\ , , . ■ \\ \ N ‹, ',... '') \</,.• 41. A y„:„)) r rd . \ 1 0: ., .•, , , . . 1.•. , , . , , . • • v 1 \ _ 7436 _________.:,___- -, 3?-, \,\A,_, „,, ..k- � �, ' O ry co N N , \ . �� ,,, A \, v \ \ '� - - co �'' -4- I— + � O ,I -- .1; - vA .` v\ o i0 o - + \ I J ,------ \ , V-) ,.-(N.1---- 7N= - --(NT � \ C ^i n — \ _ — ` _ _ ® e_ L J O ; v) ems \ r L A O \,, \ \ \ \ �- ,..,..----j• \\ CL-\CL INTERSECTION , \ , . \ �<. N 10 +00.00 SW'`HUNZIKER ST/ -� -,'' 114 +28.20 SWH v;BL VD %c, 7 / TL 2S1011 SW HUNZIKER STREET PLAN 1 ” =20' COPYRIGHT. CARIETON HART ARCHITECTURE 00 NOT REPRODUCE WITHOUT PER/NINON THE KNOLL AT TIGARD CR- 1 0 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING . 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROJ NO. 20825 03.26.10 t 503 243 2252 I f 503 243 3261 I carletonhart,com C`G .13 we .i CONSTRUCTION NOTES `' 3 w O1 END ASPHALT TAPER. MATCH EXISTING. 10 NEW 23LF — 12" PVC 'C900' OR CSP 'C14' STORM DRAIN = LATERAL, S= 0.0050. 20 SAWCUT PER TYPICAL SECTION DETAIL, SHEET 5. REMOVE CONNECT TO NEW 60" STORM DRAIN MANHOLE, SEE NOTE 8. F o EXISTING A.C. PAVEMENT, CURB AND SIDEWALK TO CUT LINE. (16.0' FROM PROPOSED CURB) 11 NEW 10LF — 10" PVC 'C900' OR CSP 'C14' STORM DRAIN INLET `° S LEAD. S= 0.0200. O NEW A.C. PAVEMENT. 3 1/2" OF 1/2" DENSE LEVEL 2, HMAC CONNECT TO NEW 60" STORM DRAIN MANHOLE, SEE NOTE 9. o° ..._n OVER 2" OF 3/4 " -0" AGGREGATE BASE OVER 7" OF 2 " -0" w - " AGGR ATE BASE. 12 © NEW CONCRETE DOUBLE INLET PER CLEAN WATER SERVICES � DRAWING NO. 010, SHEET 7. o a " ® NEW CONCRETE CURB AND GUTTER PER TYPICAL SECTION DETAIL, G= 175.00 SHEET 6 AND WASHINGTON COUNTY DTL. NO. CS -300, SHEET 7. IE= 172.00 3 O NEW CONCRETE SIDEWALK PER TYPICAL SECTION DETAIL, SHEET 1© NEW 48LF — 12" PVC 'C900' OR CSP 'C14' STORM DRAIN MAIN 5 AND CITY OF TIGARD DWG. NO. 120, SHEET 7. LINE. S= 0.0050. • © NEW 24.0' CONCRETE DRIVEWAY ENTRANCE PER CITY OF TIGARD 14 NEW 65LF — 18" PVC 'C900' OR CSP "C14' STORM DRAIN MAIN DWG. NO. 142, SHEET 6 AND ENLARGED DRIVEWAY LAYOUT (CL LINE. S= 0.0200. STA. 2 +53.83), SHEET 7. w 15 END CURB AND SIDEWALK. BEGIN ASPHALT TAPER. O 1 7 PLANT ENGLISH OAK "QUERCUS ROBUR FASTIGIATA" TREE, 2 1/2 "" 1 CALIBER, CENTERED IN PLANTING STRIP. 16 NEW PUBLIC FIRE HYDRANT (UNDER SEPARATE PERMIT), SEE w o SHEET 8. o c[ ® NEW 60" STORM DRAIN MANHOLE PER CLEAN WATER SERVICES DRAWING NO. 010, SHEET 7. CONNECT TO EXISTING 24" STORM LINE. 0 NEW 12" DI PUBLIC WATER LINE, SEE SHEET 8. .= a a rc W RIM = 175.47 2 ri IN(10 "S)= 171. 18 CONNECTION TO SITE MANHOLE Y z IN(12 "E)= 169.13 IE= 169.68 T , 3 0 IN(18 "W)= 169.13 1- a m o OUT(EX. 18 "N)= 168.93 Z ` a E 3 0 NEW 60" STORM DRAIN MANHOLE PER CLEAN WATER SERVICES o DRAWING NO. 010, SHEET 7. RIM = 1 79.65 IN(12 "S)= 169.57 1 OUT(12 "W)= 169.37 a i } CR -11 j n 6 j BASE SHEET $ C5.14 i • 3 DRAINAGE BLOCKOUT FACE OF CURB 3" L0. PLASTIC STREET WIDTH m- PIPE W/COUPUNG i . f I • _� 1" BATTER —_ ' lo ROAD 1" o 3 3 R -- . - - - - - cr i ti . ! a �• } I N BASE COURSE �, 6 / 3 f °� e 24" f I 1. FOR USE ALONG MEDIANS, GUTTERS MAY BE REDUCED WITH PRIOR APPROVAL FROM THE ROAD ENGINEER. I 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.I. AFTER 28 DAYS . 3. EXPANSION JOINTS A. TO BE PROVIDED: • 1) AT EACH POINT OF TANGENCY OF THE CURB . 2) AT EACH COLD JOINT . • 3) AT EACH SIDE OF INLET STRUCTURES. 4) AT EACH END OF DRIVEWAYS. 84 AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET . B. MATERIAL TO BE PRE-MOLAED,ASPHALT IMPREGNATED, NON EXTRUDING, WITH A THICKNESS OF 1/2 INCH. 4. CONTRACTION JOINTS . A. SPACING TO BE NOT MORE THAN 15 FEET . B. THE DEPTH OF THE JOINT SHAD. BE AT LEAST 1 INCHES 5. BASE ROCK -2"-0 OR 31 ° -0 , 95 % COMPACTION . BASE ROCK SHALL BE TO SUBGRAOE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER. & DRAINAGE BLOCKOUT • 3 6 DIAMETER PLASTIC PIPE A. I.D. PLASTIC PIPE WITH COUPLING i 8. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB SAW CUT VERTICALLY IS" EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB. WASHINGTON COUNTY DEPARTMENT OF LAND USE CURB AND GUTTER 1 �, 7,5 AND TRANSPORTATION DATE CIVIL DRAWN APWA NO. • WASH. COUNTY NO. 7 114E • . Am 18 (MOD.) CS -300 COPYRIGHT. GOLFO fir 1 ' 7 E;7 ' fP�r w fir I/ ... CEL THE KNOLL AT TIGARD C R - 1 2 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland. oregon 97209 PRO)NO. 20825 03.26.10 C5.16 t 503 243 2252 I f 503 243 3261 I carletonhart.com CC • 186 N ` ; N zzN boo -A N - in ft -m o � , rn •1z . 0 1 0 U II � � ri LC) Z II 182 � _� �� Q uo Qw - 178 __ 1a "SD ^ 1 ' - 1 -� - .....---- -- 2" & w I 174E \ma . SD 3 72.5 170 o . . I- 7 Z co •i _emu. T 2 r' Q RE . T AL JOl TS " - —' ' — J dd I F7EDLdjjEs 1- 'M , GA L G' OR z q w , gliglinliPOO r 1 162 0 54+50 55 +00 PROFILE — SW HALL BLVD. H: 1"=20' V: 1"=4' CORYREGHi - CARIEION MwRi ARCNf[CrIIRE W NOt RfRROWCF wRM011i RERRNSAON THE KNOLL AT TIGARD CR- 1 3 COL COMMUNITY PARTNERS FOR AFFORDABLE HOUSING / \ 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROJNO. 20825 03.26.10 C5 t 503 243 2252 I f 503 243 3261 I carletonhart,com I 3 EXISTING 4" W : TO BE REMOVED ro % _ _ ----- PATTERN -SOLID 12 "x12 "x8 "x8 ",MJ SLEEVE TO EAST ' CROSS WITH SPACER I I 12" DI W` 12 DI W INSTALL 8 "x4" -` MJ REDUCER INSTALL 'CUT IN' - 4 "MJx 4 " FLG - - -- `�- _ 2 "c - - - 2 " CTEE - WITH - - 4" FLG_x 2"G - -- / ____. _ _____ _ . 90° BEND 4" MJ TO NORTH INSTALL STRADDLE BLOCK - TO WEST OF TEE. TIE N I- - - -- 4"G - -- 4' BACK TEE - WITH 4 " " - UG -- ' CLAMP AND ALL THREAD i • WITH STAR BOLTS ENLARGED PLAN H: 1 " = 5' SHEET NOTES 1. ALL WATER JOINTS SHALL BE MECHANICALLY RESTRAINED WITH 'MEGA LUG' OR 'FIELD LOK' GASKETS. COPYRIGHT - CARIfION HART AKNRCILVE DO NOT REPRODUCE 0DHOIH PfNNJSSION THE KNOLL AT TIGARD CR- 1 4 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N H A R T A R C H I T E C T U R E BASE SHEET 322 nw 8th avenue portland, oregon 97209 PRO1N0. 20825 03.26.10 C5 t 503 243 2252 I f 503 243 3261 I carletonhart.com I i . , - / ' A _ / -, d ... E .... .°, .....0 i ! ) 1 ' 1 I —,( ;1 ,I- / \ ''...---- .\ •- - 6 x Irt- v. ■ • \ .t.'2.;. , , , ,'.- - - - --- " '''' -"' 1--- s : 1 , ' s ' 0 0 - 1.- 1 ; :t i ll/ '1.1,1;‘, ;;",'''_7('' : CITY FORCES AT ",, \i, FORCES AT -' 20. _Li E ''' S6 ; I I.:I -• - : _ "/- a ° ° = f 2 , f - 7 - . c• : , I 1,,,,',. • , j ■'-'f . ., , -- I - i - i I CC i l:ii • 11111-1 a 1 I 1 _.-: . , ■ , 0:: 7 I -J o .J , 1 . 1 3 ABANDON EXISTING WATER SERVICE BY I _ I ------- "\, si I I I L • ',-, - T - , ' 1 I ,I , i,.; , l'IIII ) I CI ('.; `,,-__N. ,I ' "'■ , , *•••‘■ _t 1 ' : ' 1 4". ACC,BANDON EXISTING ` WATER SERVICE BY TY FOR OWNER'S EXPENSE , OWNER'S EXPENSE ' , T 11 I csi , ) , ‘:, o ;-_-_ s 0 1 _ ---.... , ,,, • -•-•.., -- — — _; _ _—_ ,_-_ - , - .,., --' --.-•._. — ,.- — ".>_ 1:, r-..., z i (-) __,------1 ,e,.\ SEE _EN I ILL'_12 ', _ _______-.`-".:_;L:_'-:', ---, - - _-- -- _7, - -"i.!" - . --- — -- ---=',",:', ---,-=, ct 0 , si- - -" - -- -- -- "„ , , _ 1,----.„_-±,,,.., -_: k ,_PL___AN_,_ __THIS ; SH__E_ELT% % -':;; -- ;.-',: cri - '_ -- , _ , ' - `,i ___ ,___,,,_,,,_,,,,,.._=, ____ ____ ____ _ = __ z v ,, a , 0 ci 2 0 re ce g; , _ .,, ,,,,,. __ __ ,,;,,,`;';;;- i' :.(.\•,,,,.,— _ .. x 1 18" SEY =. . - g -. - L I ... _ Au _ , , _I 1 ,....._ - - 3 5200 , --÷ — I ''' Du - - ' : " 53÷°° - 12 "LW DI -- 1: - ' - - - :L- 7 5' , -F5D ------- r- - ; 544=00 P a H I o. I[ ''' I . re rx - I 4 o w - - - - - 7 -.- -- I ' ir 1- _ _ ______ . _ _ __ _______ ' _ - , _' ' \ -- - _, - r-1:1 ....,_,-- — - — — INSTALL : I - - INSTAEL , 1 , . _ _ _______________ ‘I _ TEMPORARY IL . ■ .... .. .= m. J ' -., 3 ' BUTTERFLY SWHALL BLVD. -. -, VALVE AT . F_ co . BL OWOFF "' - , •-•: . - _ _ _ _ ., _ „ - _ __ _ _ _ _ 1 .te - -:' , . -----1 +00 1 = -------------- — -- Clj?P . PSO = - ---- — - 112+00 112+5 - , I 113+00 2 _____I - 1 ) - ^' .. 1- - 'I ...II-- . , - _ ...--- I 8-SS 1 S':SS _ i_____ Ns, 4• .. 1 0 0 - _ -I- l ,- _- w -- 1 —, , — -- --- ---,- ---0— -,:)-----_---F,. w _ _ --- — - 0 0— , I i — SD SD 0 _ _ _ _ _ _ ___ -- -- ..., , CR-1 5 /3\ i PLAN - SW HALL BLVD. §, BASE SHEET H: 1"=20' ! C5.17 t • ' I r+r� Y Yom{ - i.3i , / / z /I Oi lIj / I/7 1 �� i, I -1\ ) % . / /-moo �, /, /� 1 1 I . 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CARLETON HART ♦RCE.TECTURE 00 NOT REPRODUCE WITHOUT PERW590N ICDEL THE KNOLL AT TIGARD C R - 1 6 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR CARLETON HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland, oregon 97209 PROJN0. 20825 03.26.10 C5 t 503 243 2252 I f 503 243 3261 I carletonhart.com r . INSTALL ' 1 • TEMPORARY 1 1 \ BLOW - OFF I I 3 INSTALL 'CUT IN' 4" MJ 1 INSTALL GV WITH LONG PATTERN J 8 "x8 "x4" j S OLID SLEEVE TO WEST 8" DI W i MJ TEE ' r INSTALL STRADDLE BLOCK TO -- �EAST TIE BACK 4" GV WITH STAR BOLTS •X X X — X X, X X X *- X 4 ' ; - [ , �'•W — = 4•,W EXISTING 4 I ` ,,,- ' . ,.. `+ A ' � INSTALL / CUT IN' i" TO } BE f k r e 1- --' , I REMOIVE ` i:- :. 4" MJ x 4" FLG , �v [, \ \ v v I ! / - -jy TEE y ' .- - — �i� i —� � i " ;' - /' —' - -- -- ENLARGED PLAN • H: 1"=5' A SHEET NOTES 1. BOTH 'CUT INS' AT 4" WATER LINE IN SW KNOLL DR. MUST BE PERFORMED PRIOR TO CONSTRUCTION OF NEW 8" AND 12" WATER LINES. 2. EXISTING 4" WATER LINE IN SW KNOLL DR. MUST BE REMOVED AFTER CONNECTION OF NEW 8" AND 12" LINES. 3. ALL WATER JOINTS SHALL BE MECHANICALLY RESTRAINED WITH 'MEGA LUG' OR 'FIELD LOK' GASKETS. COPYRIGHT - CARLETON MART ARCNTICTURE DO NOT REPRODUCE WEENOUT PERMSSION CEL THE KNOLL AT TIGARD CR- 1 7 COMMUNITY PARTNERS FOR AFFORDABLE HOUSING 8485 SW HUNZIKER, TIGARD, OR C A R L E T O N HART ARCHITECTURE BASE SHEET 322 nw 8th avenue portland. oregon 97209 PROJNO. 20825 03.26.10 C5 1 503 243 2252 I f 503 243 3261 1 carlefonhart.com • 4 �� I` , I �� \ R EMOVE -- - - -�- -- -- - - -� -- �� - "E li j` ) ` ! EX. '4,, © o ` ,- 3 SEE ENLARGED PLAN, -° 1� D `.` g WATERLINE — s THIS SHEET / W ° . 2 1 o r 1 1 +so 2 +0 SW KNOLL DR. , _ x0— a 18 SD ~ 12 "1 SD 1 ; t° c , 1 \ 0 s G ,. 5 1 +50 5 •d -� ) 50 + 5 0 -� f ` Qo ., ,. i-- 8 , W DI CL52 + 1 1 w X X X X X a' ) / X _ # _ wx—X )( X X 4 X-_-& i x X BRA , \` z >_ 1 z- 5 } -- '� + � 1 :r/ I �t yj� 1i2 I FIRE:' 3 ` y � - � . — i 1 .- 1 .� ..�11 y � � � 1� A . A � � � o I I� �' �r H °ANTS aY ' i� 0 ( 6 e e; ., �/ J 4 PLAN - SW KNOLL DR. 188 H: 1"=20' 188 . a .au r iiiEiEI iia u... 184 M I ■ •, L u NEnok' CASK 'TS ■ ■ 1 a ., . m O 180 ■ ` GR Exl'�� z � �1�D 180 a g c, NEN .DE 2 0 ■ ■ F 2 �� Elordiagral-ENENNE17. J Z W i Y 176 ■ �, T Z onso = w 172 M UM•I i UI R _poi. + CO P o . 172 ci, . H _ ��, -ni ,,0 Qo 1 ■ PIPIIIPIP4 12' SD Q cn z II 168 - 170. , . : § w�. x0 168 5 CR -18 51 +50 51 +00 50 +50 50 +00 i n 6 PROFILE - SW KNOLL DR. ; BASE SHEET H: 1 " =20', V: 1 " =4' a C5.18 • • s . SIDEWALK ADJACENT t0 CURB ti A. ,a , �.. , I / ... t� l O SILEWAL. WSH PLANTER — . .. .. _ I _ . _ • STRu Ai CURB 1 - � - -- A ^I � \ \ - - ° . _ VALVE 503 i t ASSEMBLY 542 r — .u.E ASSEMBLY 533 I .. ...___ = -' , .: - . - .7." — 1 RESTRAINT u t _ I r :. 7 ,. f I ,, , . z e LIE ' �'yV , f ..-,-- . .... • :c Y2 t , . ' Y I - 6 4 � PRELIMINARY R "" , . , � .. Bo:dY o � pLO Fao<t Eo.. ss wYO O m q a . ._ 3 TEMPORARY il � "_. -... TYRE. R oEE R ._`.. _ elmxurr b o,«E, 77. 6 - 20 - 20I0 , � uno.RO y EL. 504 I. Baca EO 561 r ' 1 570 L. ReY1.lons anti Atitiendum. SW HUNZIKER STREET SHEET Description D ele No. B FLAMING , CAPRAI. CONIT°OOt Al p T TRANSPORTATION DIVISION 10 1 I . ° ITS W L2 aE w . AND SW W KNOLL DRIVE '° € IONVJN09e I lTpy,�NB((NWyy IIGARD. OREGON Of OF Y$ Wane. WANED i N07S0.003 CRY: .X.::;7:11;;; FROM SW HALL BLVD. TO 200 EAST Jo g nan (OA', WW r.R o,, PUBLIC WATER IMPROVEMENTS FOE XXXX NO PUBLIC DESIONEMSwi DRAWN,JSR CHECK. 0.1H POOL N XXXX BBD) RIO OM PRO/ NO • 20023 01.22.2010 i EV.L' 02 03.201 REV ,L\ 02.16.201 t + i REV . 0320.201 3 CONTRACTOR NOTE: 7 THESE PLANS ARE FOR REFERENCE ONLY AND NOT FOR CONSTRUCTION. THEY ARE PRELIMINARY AND SUBJECT TO REVIEW AND APPROVAL i BY THE CITY OF TIGARD AND ODOT. THE CONTRACTOR MUST HAVE A SEPARATE PUBLIC FACILITIES IMPROVEMENT PERMIT AND APPROVED PLANS FROM THE CITY OF TIGARD AND ODOT TO CONSTRUCT THE WORK IN THE PUBLIC RIGHT OF WAY SHOWN IN THESE PLANS. S f 3 C5:19 CARLETON HART ARCHITECTURE 322 nw 8th ovenue portlond, oregon 97209 1 503 243 2252 I 1 503 243 3261 I corletonhort.com MEMORANDUM to Dan Nelson date 04.07.2010 Senior Plans Examiner City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 from Ben White cc Sheila Greenlaw -Fink, Community Partners for Affordable Housing project The Knoll at Tigard Building Permit BUP2010 -00033 �+ re Response to Plan Review Memo OFFICE COPY • (April 2, 2010) Following are responses to the items in your April 2, 2010 memo regarding plan review for the Knoll at Tigard Building Permit application. A list of attachments follows as well. 1. Added details for steel column fire protection 1 hour rating per OSSC 714 and Table 720.1(1). See details 15 -18, sheet A8.24, and revised structural details 7/S3.2, 10/S4.2 & 14/S4.2 2. Note added for stairway signage at each landing per OSSC 1020.1.6 requirements & scheduled in Specifications. See drawing sheets A7.01 -A7.03 & Section 101400, page 4, 3.3.B 3. TVFR fire flow worksheet attached along with City of Tigard provided flow test. Flow test shows 1480 gpm, but at pressure of 94 psi (well above typ. 20 psi). 4. Rainwater harvesting system shall be engineered, to be included in deffered submittal for Plumbing Permit. 5. Revised door schedule to include fire rating requirements for all doors at corridor walls. Window schedule revised to require interior windows at corridors to be 20 min fire rated glazing. See sheets A9.10 & A9.20. 6. Details revised to include extension of rated wall gypsum board sheathing at corridors to blocking on unit side. See sheet 4/A3.10 & 9/A8.30. 7. Structural cover sheet revised to include project - specific Statement of Special Inspections. See Sheet S1.0 — Special Inspection Program 8. Penetration details revised with corrected number listings. See details 16 -19, sheet A8.30 9. Recessed lights and fans to be located in soffits & will not penetrate rated assemblies — as reviewed in 04/02 meeting, condition does not apply. 10. Acoustic ceilings are adhesive applied, no suspended ceilings included in project. As reviewed in 04/02 meeting, condition does not apply. 11. Glass is only located in the exterior wall, there is no glazing at the corridor. As reviewed in 04/02 meeting, condition does not apply. ATTACHMENTS: • TVFR Fire Flow worksheet • City of Tigard Flow Test • Specification Section 101400 • 30 x 42 replacement drawing sheets (to be included in 100% Construction Document Set 04.09.2010): • A3.10 Building Sections • A5.03 Enlarged Floor Plans Common Areas • A7.01 Enlarged Stair Plan & Section • A7.02 Enlarged Stair Plan & Section • A7.03 Enlarged Stair Plan & Section • A8.24 Exterior Details • A8.30 Interior Details • A9.10 Window Schedule • A9.20 Door Schedule • S1.0 Structural Notes • S3.2 Typical Foundation Details • S4.2 Typical Framing Details 1►' i VI E' r y Fire Marshal Division Offices Tualatin Valley North - 14480 SW Jenkins Rd., Beaverton, OR 97005, (503) 356 -4700 Fire & Rescue South - 7401 SW Wash Ct., Tualatin, OR 97062, (503) 612 -7000 Fire Flow and Hydrant Worksheet This worksheet is required to be submitted to and approved by the Authority Having Jurisdiction (AHJ) before any permits for new building construction, building expansion or fire hydrants will be issued by any building department within the TVF&R District. See the instructions for assistance completing this form or call one of the above numbers. Preparer Information 1 Preparer Name: 'Ben White I Date:1 04.06.2010 1 Phone: 1503.206.3174 1 Fax:1503.243.3261 I Architect / Engineer of Record: 'Brian Carleton I Phone: 1503.206.3170 I Fax:1503.243.3261 I General Building Information 1 Project Name: (The Knoll at Tigard I Project Address: 112291 SW Knoll Drive I City:ITigard I County:IWashington 1 Zip:197223 1 Construction Type: I Type IV and V -A (Click Box to choose construction type from dropdown menu Total Bldg Area: I 46,422 Isqft (as defined by the OSSC) Total Fire Area: 1 46,422 Isqft (fire flow calculation area as defined by the OFC) Bldg Fire Flow: I 4000 'Gallons Per Minute (base amount w/o hazard class modifier or reductions) Describe Fire Area: (if more than one fire area, include an 8 1/2 x 11 or 11 x 17 drawing indicating the various fire areas) Building is one fire area Type of Occupancy or Use of Building: I R -2 Residential I Revised: 9/07 I A. Occupancy Hazard 1 Al Determine percent of each occupancy hazard in the fire area. Occupancy Hazard. Class_ Fire. Area Total Fire Area Percent of Fire Area Light Hazard 46,422 SF / 1 46,422 SF x 100 = 100 % Ordinary Hazard Grp 1 0 SF / 1 46,422 SF x 100 = 0 % Ordinary Hazard Grp 2 (HPCS I & II) 0 SF / 1 46,422 SF x 100 = 0 Extra Hazard Grp 1 (HPCS III) 0 SF '1 1 46,422 SF x 100 = • 0 % Extra Hazard Grp 2 (HPCS IV & HH) 0 SF / 1 46,422 SF x 100 = _ 0 Total Must equal 100% I 100 % I A2 Calculated Fire Flow Occupancy Hazard-Class Factor Fire Area Fire Flow B1dg1FireFlowr - Light Hazard 0.75 x 100 % x 4000 GPM = 3000 GPM Ordinary Hazard Grp 1 0.85 x 0 % x 4000 GPM = 0 GPM Ordinary Hazard Grp 2 1 x 0 % x 4000 GPM = 0 GPM Extra Hazard Grp 1 1.15 x 0 % x 4000 GPM = 0 GPM Extra Hazard Grp 2 1.25 x 0 % x 4000 GPM = 0 GPM A3 Required Fire Flow with Occupancy Hazard Adjustment I 3000 GPM B. Minimum Number of Fire Hydrants Required Required Fire Flow 3000 = ( 3 I No. of Hydrants Required I C. Reduction of Fire Flow - Reductions are based on the following: C1 - Reduced by 25% for a NFPA 72 Fire Alarm System (multiply by .75) C2 - Reduced by 75% for NFPA 13 Automatic Sprinklers (multiply by .25) I D. Required Fire Flow D1 - Fire Flow 3000 GPM x ( 0.25 ( = I 1500 GPM (Max. 3000 - Min. 1500 gpm) I E. Available Fire Flow to the Building Test Results: I 1500+ 1 GPM Manually enter available fire flow here. Please attach documentation of the flow test that was made. It shall include date, time, location of static /residual and flow hydrants, and the tester's name, phone number and address. • Revised: 9/07 City of Tigard Hydrant Flow Test Detail 13125 SW Hall Blvd. Tigard. OR 97223 (503)639 -4171 Fax (503)684-6840 Report Date 03!0812010 07:39 AM Submitted 6y Page 1 Inspection # 105043 Work Order Activity HYFLDWHYDRAtdT FLOW TEST Hydrant ID FH01800501 Started 09t23/20f 9 00:00 Craw Static Pressure 96 Test Flow 1480 Completed 09!2312009 00:00 Comp By BEATfAR Roaldual Pressure 94 Project Comments p�+ �1, s}7' �jvEO c c- H dN 2 i K�.Q ND Comment Fiow Hydrants r PressureRead r ...1. t____�. ._ PACST FFHU1800601 0.0000 0. 1480 0.000 Resalte S t 7 j A F ft • There are no Results for this Hydrant Flaw Test End of Report Hydrant Flow Report http:ll dggisiwimox6 /actioasfflow_report hydranls.cfrn ?inspno =l05C Hydrant now Report for Asset FH0113009)1 Close tribds Worts Order Number Asset ID F-101BD3501 Address Comments eats Sleet Date 200909- 2300:00:09A Assigned To Inspection Number 105043 Completed By BEATTAR Completion Date 2W940- 2301030!03.0 ;. -- 4 'Static IN [G dons Per (gem) - — Residual Pres sure (es 11480 Ra11rb I 9 G 1 Crew ProJeat 1 nf 1 1/ar,nin1•mi Al THE KNOLL AT TIGARD 04.12.10 SECTION 10431 - SIGNAGE PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Panel signs. 2. Plaques 3. Cast letters. 4. Signage accessories. 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, dimensions of individual components and profiles, and finishes for each type of sign. B. Shop Drawings: Include plans, elevations, and large -scale sections of typical members and other components. Show mounting methods, grounds, mounting heights, layout, spacing, reinforcement, accessories, and installation details. 1. Provide message List for each sign, including large -scale details of wording, lettering, artwork, and braille layout. C. Samples for Initial Selection: For each type of sign material indicated that involves color selection. 1.4 QUALITY ASSURANCE A. Installer Qualifications: An authorized representative of signage manufacturer for installation and maintenance of units required for this Project. B. Source Limitations: Obtain each sign type through one source from a single manufacturer. C. Regulatory Requirements: Comply with the Americans with Disabilities Act (ADA) and with code provisions as adopted by authorities having jurisdiction. PART 2 - PRODUCTS 2.1 PLAQUE SIGN — EXTERIOR A. Manufacturers: SIGNAGE 101400 -1 THE KNOLL AT TIGARD 04.12.10 1. Architectural Metalcrafters B. Brass Castings: ASTM B584, Alloy UNS No. C85200 (high- copper yellow brass). C. Fabricate sign with smooth square cut edge and border. D. Graphic Content and style: as noted on drawings 2.2 PANEL SIGNS - INTERIOR A. Manufacturers: 1. Best Manufacturing 2. ASI Sign Systems. B. Plastic Laminate: Provide high- pressure laminate engraving stock with face and core plies as selected by Architect from manufacturer's full range. C. Laminated Panels: Permanently laminate face panels to backing sheets of material; use manufacturer's standard process. D. Fabricate signs with edges mechanically and smoothly finished to comply with the following requirements: • 1. Edge Condition: Square cut. 2. Corner Condition: Square. E. Graphic Content and Style: Provide sign copy that complies with requirements indicated for size, style, spacing, content, mounting height and location, material, finishes, and colors of signage. 1. Graphic content to be selected by Architect from manufacturer's standards after Award of Contract. 2. Rooms required to be identified with panel signs are indicated in Sign Schedule at the end of this Section. F. Tactile and Braille Copy: Manufacturer's standard process for producing copy complying with ADA Accessibility Guidelines and ICC /ANSI Al 17.1. Text shall be accompanied by Grade 2 braille. Produce precisely formed characters with square cut edges free from burrs and cut marks. G. Engraved Copy: Machine engrave letters, numbers, symbols, and other graphic devices into panel sign on face indicated to produce precisely formed copy, incised to uniform depth. Engrave through exposed face ply of plastic- laminate sheet to expose contrasting core ply. 2.3 CAST LETTERS A. Available Manufacturers: 1. Architectural Metalcrafters B. Aluminum Castings: Provide aluminum castings of alloy and temper recommended by sign manufacturer for casting process used and for type of use and finish indicated. • SIGNAGE 101400 -2 THE KNOLL AT TIGARD 04.12.10 C. Cast Letters: Form individual letters and numbers by casting. Produce characters with smooth flat faces, sharp corners, and precisely formed lines and profiles, free from pits, scale, sand holes, and other defects. Cast lugs into back of characters and tap to receive threaded mounting studs. Comply with requirements indicated for finish, style, and size. 2.4 ACCESSORIES A. Anchors and Inserts: Provide nonferrous -metal or hot -dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use toothed steel or lead expansion -bolt devices for drilled -in -place anchors. Furnish inserts, as required, to be set into concrete or masonry work. 2.5 ALUMINUM FINISHES • A. Color Anodic Finish: Manufacturer's standard integrally colored or electrolytically deposited color coating, 0.018 mm or thicker, in light bronze with a satin (directionally textured) mechanical finish. B. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. C. Protect mechanical finishes on exposed surfaces from damage by applying strippable, temporary protective covering before shipping. D. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one -half of range of approved Samples. Noticeable variations in same piece are not acceptable. Variations in appearance of other components are acceptable if they are within range of approved Samples and are assembled or installed to minimize contrast. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work. B. Verify that items, including anchor inserts, provided under other sections of Work are sized and located to accommodate signs. C. Examine supporting members to ensure that surfaces are at elevations indicated or required to comply with authorities having jurisdiction and are free from dirt and other deleterious matter. D. Proceed with installation only after unsatisfactory conditions have been corrected. E. Install signs level, plumb, and at heights indicated, with sign surfaces free from distortion and other defects in appearance. F. Interior Wall Signs: Install signs on walls adjacent to latch side of door where applicable. Where not indicated or possible, such as double doors, install signs on nearest adjacent walls. Locate to allow approach within 3 inches of sign without encountering protruding objects or standing within swing of door. SIGNAGE 101400 -3 THE KNOLL AT TIGARD 04.12.10 G. Wall- Mounted Panel Signs: Attach panel signs to wall surfaces using nonremovable mechanical fasteners placed through predrilled holes. ,Attach signs with fasteners and anchors suitable for secure attachment to substrate as recommended in writing by sign manufacturer. H. Cast Letters: Mount characters using standard fastening methods recommended in writing by manufacturer for character form, type of mounting, wall construction, and condition of exposure indicated. Provide heavy paper template to establish character spacing and to locate holes for fasteners. 1. Projected Mounting: Mount characters at 2 inch projection from wall surface. 3.2 CLEANING AND PROTECTION A. After installation, clean soiled sign surfaces according to manufacturer's written instructions. Protect signs from damage until acceptance by Owner. 3.3 SIGN SCHEDULE A. Provide signs identifying the following rooms: 1. Fire riser room. 2. Elevator machine room 3. Electrical /Telephone rooms. 4. Resident rooms 5. Community Room 6. Laundry rooms 7. Office 8. Storage rooms 9. Common area toilet rooms 10. Stairs 11. Trash Room • 12. Janitor Rooms 13. Accessible Shower Rooms B. Provide signs at each floor landing at every stair including the following information: 1. Identification: Stair # 2. Floor Level 3. Top and Bottom terminus of stair: e.g. Floors 1 Thru 4 4. Availability of roof access 5. Direction of Exit Discharge END OF SECTION 10431 • SIGNAGE 101400 -4 '.' Folios i '. ", f' - 'LR'" - y& '..va.- "', •_ ..: �:r.:.,.'- �;; .. ,.«.•. .., -_: . <_ -_.,, ,'. Via` e. S%.X . nv - _ _ - v- ti2010uL Fire =Related'Dire -tio es ( shad w 1!' r File Edit View Search Tools Window Help _ 7 x K jj { E f �{ �j i da...0 {��; � 3 6 S _; #j F Ed.13 �{ j _ f 4 � Menu ■ j System No. W -L -2002 . OFFICES AND TESTING FACILI r — --- — _ Introduction System No. W -L -2002 I' -f _- OVERVIEW OF THE UL FAMILY F Ratings — 1, 1 -1/2 and 2 Hr (See Item 3) 4.11: Other UL Services ! T Ratings — 3/4. 1, 1 -1/2 and 2 Hr (See Item 3) UL Information. Services i L Rating At Ambient — 7 CFMIs List of Underwriters Laboratories g q ft (See Item 3C) Regulatory Services Staff L Rating At 400 F — 1 CFMIsq ft (See Item 3C) s f _ Index of UL Product Categories C y E -;.11 Index of UL Product Categories C I f r U3 2010 UL Building Materials Direct 2010 UL Fire Protection Equipme ; r E. 2010 UL Fire Resistance Director 2010 UL Roofing Materials And S r _ f > • • r -- SECTION A -A 1. Wall Assembly — The 1 or 2 hr fire -rated gypsum board /stud wall assembly shall be constructed of the materials and in the manner described in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A Studs —Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in (51 by 102 mm) lumber spaced 16 in. (406 mm) OC. Steel studs to be min 3 -5/8 in. (92 mm) wide by 1 -3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B Gypsum Board' — 5/8 in. (16 mm) thick, 4 ft (122 cm) wide with square or tapered edges. The gypsum board type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the individual U300, U400 or V400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 7 in. (178 mm). 2 Nonmetallic Pipe or Conduit — One nonmetallic pipe or conduit is centered within the firestop system. Pipe or conduit to be installed near center of stud cavity width and to be rigidly supported on both sides of wall. The following types and sizes of nonmetallic pipes or conduit may be used: A. Nom 6 in. (152 mm) diam (or smaller) Schedule 40 solid -core polyvinyl chloride (PVC) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. B. Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular core polyvinyl chloride (PVC) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. C. Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid -core acrylonitrile- butadiene - styrene (ABS) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. D. Nom 4 in. (102 mm) diam (or smaller) Schedule 40 fire retardant polypropylene (FRPP) pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Nom 4 in. (102 mm) diam (or smaller) Rigid Nonmetallic Conduit formed of PVC. F Nom 1 in. (25 mm) diam (smaller) Electrical Nonmetallic Tubing formed of PVC. G. Nom 6 in. (152 mm) diam (or smaller) SDR13.5 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or supply) piping systems. f Browse] 1 Document I Record: 19,751 / 25,630 Hit: 0 / 0 Query: - rx .° .; «.. - � was:. -�. .,, -wag' +tr ?.• :�' .' s`- -' x - �,�R.' � :�W -F, rye. _ 4•5"'3" Ir.1 Xtt of • .: ' rs teb . t��k Aced trtomatf ` c t28; 1� - I Fcilio iewr" -S t20 1 Sf Flvt ,:. ., e .7�,t�3`°> �'�;a ;."tee ^". k. -. � :!4'' ' r 1$) Folio Views - [2010 UL Fire- Related Directories (Shadow)] tl. File Edit View Search Tools Window Help _ Al x Npilada 441 i 9 :417 7 1 1 I Menu ■ 4 I' System No. W -L -2002 , OFFICES AND TESTING FACILI ; — — — - r Introduction E. Nom 4 in. (102 mm) diam (or smaller) Rigid Nonmetallic Conduit formed of PVC. ■ y OVERVIEW OF THE UL FAMILY F. Nom 1 in. (25 mm) diam (smaller) Electrical Nonmetallic Tubing formed of PVC f ,Other UL Services G. Nom 6 in. (152 mm) diam (or smaller) SDR13.5 chlorinated polyvinyl chloride (CPVC) pipe for use in closed (process or 4: .. UL Information Services supply) piping systems. See Rigid Nonmetallic Conduit (DZKT) and Electrical Nonmetallic Tubing (FKHU) categories in UL Electrical f List of Underwriters Laboratories Construction Materials Directory for names of manufacturers. Regulatory Services Staff r Index of UL Product Categories C 3 Firestop System — Installed symmetrically on both sides of wall assembly. The hourly F and T Ratings for the firestop system -f Index of UL Product Categories C are dependent upon the type and size of nonmetallic pipe or conduit, the piping system type (closed systems such as process -f * 2010 UL Building Materials Direct or supply piping or vented systems such as drain, waste or vent piping) and the hourly fire rating of the wall assembly in which it ▪ :1 2010 UL Fire Protection E ui me is installed, as shown in the following table. 4 2010 UL Fire Resistance Diector ( Nom Wall -y L 2010 UL Roofing Materials And S Pipe or Pipe Annular Piping Fire F T Conduit Diam Space System Rating Rating Rating Type In. (mm) In.(mm) (a) Hr Hr Hr FRPP 112 to 2(13 to 0- 3/16(0 -5) V 2 1 -1/2 1 -1/2 51 ) FRPP, PB 112 to 2(13 to 0- 3/16(0 -5) C 2 2 2 51) ABS 1/2 to 4(13 to 0- 3/16(0 -5) C,V 1 1 3/4 102) ABS 1/2 to 4(13 to 0- 3/16(0 -5) C 2 1 -1/2 1 -1/2 102) PVC 1/2 to 4(13 to 0- 3/16(0 -5) C,V 1 1 1 ' 102) PVC 1/2 to 4(13 to 0- 3/16(0 -5) C,V 2 2 2 102) FRPP+ 2 -1/2 to 4(64 0- 3/16(0 -5) C,V 2 1 -1/2 1 -1/2 to 102) PVC+ 5, 6(127 to 0- 3/16(0 -5) C,V 2 1 - 1/2 1 -1/2 152) +Pipe covering material wrap required on pipe on both sides of wall E ' (a)C = closed systems, V = vented systems. The details of the firestop system shall be as follows. A. Fill. Void or Cavity Materials' — Wrap Strip — Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 2 in. (51 mm) wide strips. Nom 2 in. (51 mm) wide strips tightly wrapped around nonmetallic pipe or conduit (foil side exposed) with the edges butted against the surface of the wall. Sufficient layers of ? wrap strip shall be installed to lap a min of 3/16 in. (5 mm) on the wall surface around the entire perimeter of the circular I # [ f through opening. For nom 1/2 in. (13 mm) to nom 2 in. (51 mm) diam pipes or conduits, a min of one layer of wrap strip is l required. For nom 2 -1/2 in. (64 mm) and nom 3 in. (76 mm) diam pipes, a min of two layers of wrap strip is required. For I nom 3 -1/2 in (89 mm) and nom 4 in. (102 mm) diam pipes, a min of three layers of wrap strip is required. For nom 5 and 6 in. (127 and 152 mm) diam, two tiers (4 in. (102 mm)overall length) of three layers of wrap strip is required, with , adjoining wrap strip layer edges between tiers tightly butted. Each layer of wrap strip to be installed with butted seam, with 11 butted seams in successive layers staggered. Wrap strip layers temporarily held in position using aluminum foil tape, ■ I s4 1 l ► ( ,4 [! Browse 1 C) Document / Record: 19,751 / 25,630 Hit: 0 / 0 Query: ," start 7X t xmf Favorites i C, Wile Automat# Fi 4 1287? RIDGEFL . It Folio Vrews - [20.., .Q� ®_4 1:56 PM " d . ... #,.. - , ,,.. k ._ > ...F , 'A,Y .w. yip t � .: .� t r 5 1204(1 L Fare- et ted Dare to r n :. A ,� iisK: ° _mow `-? pi . a Fs�[ o �luw R a c roes ( ,. vo rov)� LI El File Edit View Search Tools Window Help _ s x TOP I TO � 0I� € ,1A 4 .i 6 . .. = "_I 4IN _ _..._ Menu ". I F -_ System No. W -L -2002 m OFFICES AND TESTING FACILI 1 - — -- -- r Introduction 3M COMPANY —Type FS -195+ , OVERVIEW OF THE UL FAMILY B. Steel Collar — Nom 2 or 4 in (51 or 102 mm) deep collar with 1 -1/4 in (32 mm) wide by 2 in. (51 mm) long anchor tabs Other UL Services and min 3/4 in. (19 mm) long tabs to retain wrap strip layers. Coils of precut 0.016 in. (0.41 mm) thick (No. 30 28 gauge) y UL Information Services galv sheet steel available from wrap strip manufacturer. As an alternate, collar may be field- fabricated from min 0.016 in. ' 0.41 rnm thick (No. 30 28 gauge) lied b y List of Underwriters Laboratories ( ) o. 9 au g) 9 alv sheet steel in accordance with instruction sheet 'slipped Y wrap strip Regulatory Services Staff manufacturer. r Index of UL Product Categories C Steel collar, with anchor tabs bent outward 90 deg, wrapped tightly around wrap strip layers with min 1 in. (25 m overlap r Index of UL Product Categories C ap at the seam. With steel collar anchor tabs pressed tightly against wall surface, compress collar around wrap strip - . 2010 UL Building Materials Direct layers using a min 1/2 in. (13 mm) wide by 0.028 in. (0.71 mm) thick stainless steel band clamp with worm drive tightening mechanism collar A r 2010 UL Fire Protection E ui me gg anis at the colla midheight. As an alternate to the stainless steel band clamp, the steel collar may • q p— compressed around nom 4 in. diam (or smaller nonmetallic pipes using two min 16 SWG (0.0625 in. (0.016 mm) diam) y 2010 UL Fire Resistance Director j 2_ _-_1- steel wires secured with multiple twists. As an alternate to the band clamps or steel wires, collars may be secured by a -r 2010 UL Roofing Materials And S. I means No. 10 by 1/2 in. (13 mm) long sheet metal screws installed in the vertical axis at the center of the 1 in. (25 mm) overlap along the perimeter joint of the collar. A min of three screws is required. Secure collar to wall surface with 3/16 in • (5 mm) diam steel toggle bolts in conjunction with min 1 -1/2 in. (38 mm) diam steel washers. Three bolts, symmetrically located, required for 2 in. (51 mm) deep steel collar for nom 1/2 in. (13 mm) to nom 3 in. (76 mm) diam pipes. Four bolts, symmetrically located, required for 2 in. (51 mm) deep steel collar for nom 3 -1/2 and 4 in. (89 and 102 mm) diam pipes. Five to seven bolts (every other anchor tab) required for 4 in. (102 mm) deep steel collar for nom 5 and 6 in. (127 and 152 mm) diam pipes. As a final step, bend retainer tabs 90 deg toward pipe to lock wrap strip layers in position. C. Fill, Void or Cavity Materials' — Caulk. Sealant or Putty — Generous bead of caulk applied to outer perimeter of wrap strip at interface with wall surface and to perimeter of pipe or conduit at its egress from the wrap strip layers. 3M COMPANY — CP 25WB+ caulk and MP+ Stix putty, IC 15 WB+ cau lk, FireDam 150+ caulk, or FB -3000 WT • sealant (Note: L Ratings apply only when CP 25WB+ caulk or FB -3000 WT sealant is used. CP 25WB+ and FireDam 150+ not suitable for use with CPVC pipes.) D. Pipe Covering" — (Not Shown) — Nom 1 in. (25 mm) thick hollow cylindrical heavy density (min 3.5 pcf or 56 kg /m ) glass fiber units jacketed on the outside with an all service jacket. When required (see table), min 6 in. (152 mm) length of pipe covering installed around PVC pipe at its egress from steel collar on both sides of wall. Pipe covering secured to pipe I with steel wire ties spaced max 4 in (102 mm) OC. Edge of pipe covering abutting steel collar to be sealed with a min 1/4 ° in (6 mm). diam bead of caulk (Item C). I See Pipe and Equipment Covering — Materials (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classification Marking • with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. E. Firestop Device` — (Not shown) — As an alternate to Items A, B and C for nom 1 -1/2, 2, 3 or 4 in. (38, 51, 76 or 102 i' mm) diam nonmetallic pipes, a firestop device consisting of a sheet -steel split collar lined with intumescent material and • provided with steel clips for attachment may be used. Firestop device to be installed on both sides of wall in accordance with the accompanying installation instructions. 3M COMPANY — Types PPD 150, PPD 200, PPD 300, PPD 400 Bearing the UL Classification Mark System No. W -L -2003 F Ratings —1 and 2 Hr (See Item 3) T Ratings —1 and 2 Hr (See Item 3) L Rating At Ambient —7 CFM /sq ft (See Item 3B) ■ ( H j ■ 1 ? ■ ' . I Browse /D Document Record: 19,751 / 25,630 Hit: 0 / 0 Query: , _ . , 3m.�t. :, ;• '„'- € ' .,ate? A ^F , ; ,.z,�.°—'... :�,.,"". «r, y �.., n i,> �akMa :, ,M .i° •• hL �',�` $ K IG « : 4 ut mati, ,47.-''',1 FO e ' ;[20 * , o Z .? F I Folio'Yiews :`� r2© 10 uL`TiFi: Related Qtrectoraes Sha = : 'g g � , .gin - ;4t• � _ "� ; El File Edit View Search Tools Window Help - El x 39 a 3j3 �`w 1 4 � j 1 [( 1 TOOPg W[8��3 �7�3 -�. ���i . �� ` �t `h` � — €. � u", Menu ■ 11 System No. W -L -1001. OFFICES AND TESTING FACILI 1 - — --- — — 4 Introduction System No. W - - 1001 AL I '. - f 7, OVERVIEW OF THE UL FAMILY F Ratings — 1, 2, 3 and 4 Hr (See Items 2 and 3) • r Other UL Services T Ratings — 0. 1, 2, 3. and 4 Hr (See Item 3) . UL Information. Services.. ._. _. L Rating At Ambient — less than 1 CFM /sq ft f List of Underwriters Laboratories I L Rating At 400 F —less than 1 CFM/sq ft : Regulatory Services Staff g q f .. Index of UL Product Categories C r - A ° r3 f "" {' t f � Index of UL Product Categories C � ' - , -. ' A f ; 2010 UL Building Materials Direct I - -, I 1 f 2010 UL Fire Protect Equip_me I , 3 t 1 3 y _ [2010 UL Fire R Director --- k 2010 UL Roofing Materials And S .. i 1 " > =ti 1) 1 t 2' SECTION A–A 1. Wall Assembly — The 1, 2, 3 or 4 hr fire -rated gypsum wallboard /stud wall assembly shall be constructed of the materials and in the manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. S tuds — Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 • mm) lumber end plates and cross braces. Steel studs to be min 3 -5/8 in. (92 mm) wide by 1 -3/8 in. (35 mm) deep • channels spaced max 24 in. (610 mm) OC. • B. Gypsum Board' — Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The • gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the • individual U300 or U400 Series Design in the UL Fire Resistance Directory . Max diam of opening is 26 in. (660 mm). 2. Through Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point • contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The fallowing types . ..,_.__i and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe - - Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. • • C. Conduit — Nom 6 in (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical _ : metallic tubing ` D. Copper Tubing — Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe — Nom 6 in. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product' — Flexible Metal Piping The following types of steel flexible metal gas piping may be ==, ` used. ea Browse /[:1 Document / Record: 19,379 / 25,630 Hit: 0 / 0 Query: A ' tes s IOC X ' I Folio 4 ° �0 0 Q :a ,. ... _ ; :' N , c. ,,4,- fi g . . d ' " r + . ,, • ;,. ' v-.- : jam m .._ ,„z E p Fo Uo -,- j2010 <1 JL . & -Rela t e d D ire c -tortesa ( S had o w ) � �. < r ate- ,R , L _ I, , , wi ��,.:ffir a� Li File Edit View Search Tools Window Help _ ? x Lam, a�g, as { _ _. .... ® ___ _.__......... :2 Menu .1 `_. System No. W -L -1001 - OFFICES AND TESTING FACILI - removed on both sides of floor or wall assembly. ��' — t ■ r Introduction OMEGA FLEX INC ' r OVERVIE OF THE UL FAMILY 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping mayor may not be • y - Other UL Services removed on both sides of floor or wall assembly. ;.. r UL Information Services GASTITE. DIV OF TITEFLEX -f List of Underwriters Laboratories 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be Regulatory Services Staff E removed on both sides of floor or wall assembly. • •� ':: Index of UL Product Categories C WARD MFG L L C r _2 Index of UL Product Categories C 3. Fill. Void or Cavity Material' —Caulk or Sealant — Min 5/8. , 1- 1/4,1 -7/8 and 2 -1/2 in. (16, 32, 48 and 64 mm) thickness of f 2010 UL Building Materials Direct i caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 f ,1 2010 UL Fire Protection Equpme mm) diam bead of caulk applied to gypsum board /penetrant interface at point contact location on both sides of wall. The hourly i 2010 UL Fire Resistance Director F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown in 2010 UL Roofing Materials And S the following table. The hourly T Rating of the firestop system is dependent upon the a or size of the pipe ( g Y 9 P Y P P type or conduit and the P P • hourly fire rating of the wall assembly in which it is installed, as tabulated below: Max Pipe F T • I or Conduit Rating Rating • • Diam In (mm) Hr Hr • 3 1 (25) 1 or 2 0 +, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 • • 6 (152) 3 or 0 12 (305) 1 or 2 0 ? +When copper pipe is used, T Rating is 0 h. 1 3M COMPANY — CP 25WB+ or FB - 3000 WT. 1 'Bearing the UL Classification Mark System No. W -L -1003 F Ratings —1 and 2 Hr (See Item 1) T Rating — 0 Hr r 1-.. A 3A; r 313 E. ,36.+ 2 3C ' t li: (I , . r 3C ; , , 1B, A E 1A,1'2' ,• ; ■ � ■ Section A•A ■ is C a d Browse f E Document 1 Record: 19,379 / 25,630 Hit: 0 /0 Query: -- .: _ - �k .... .. gt ..,. , „ �. . -- . • , c. ,.•. e e ,S„ «.� >''` -A' ' ,. i Y. - � ` :�` r ..?� ; �� `'� � :.. a��';�'%Kr�i"'�` - s»L Vi . � : >y.w : ;. �.�:.�o � .. . " a $ X I t ?° r F t x440 - ° -f a Automa pia ' ' 3 ` d . I F ho VI o R 4V ' -SIB d ,_ ,2, . ` - - , T� � o C v !.4 24 Q 5>3 F'R'I b ben white From: John Goodrich [johng @tigard- or.gov] Sent: Wednesday, September 23, 2009 2:41 PM To: 'Dave Humber'; ben white Cc: Jamie Greenberg; Daryn Murphy; Gus Duenas RECEIVED Subject: RE: Tigard Knoll Project (SW Hall / SW Knoll / SW Huntziker) Attachments: Knoll_Hunziker Fire Hydrant Flow Test.pdf FEB 24 1010 CITY OF TIGARD Dave, BUJI,DING DIVISION Attached is the Water Availability Curve from Wyatt Fire Protection Services based on the 12 incn line on Hunziker /adjacent hydrant at Knoll Drive. In case you have difficulty reading the results, Static was 96 psi and Residual was 94 psi at 1,480 gpm. Theoretical 10,570 gpm at 20 psi residual. Let me know if you have any further questions. Thank you. John John Goodrich City of Tigard Public Works Department - www.tigard- or.gov Utility Division Manager 13125 SW Hall Blvd. Tigard, OR 97223 P: 503 -718 -2609 F: 503 - 684 -8840 iohng @tigard - or.gov Providing quality public health and public service through public works From: Dave Humber [mailto:dave.humber @mghassociates.com] Sent: Wednesday, September 23, 2009 2:05 PM To: John Goodrich; ben white Cc: Jamie Greenberg; Daryn Murphy Subject: RE: Tigard Knoll Project (SW Hall / SW Knoll / SW Huntziker) Hi John - I believe the owner has dropped off the check. Can you confirm that you've received that, and give us an estimate of when you'll have test results back? Thanks! PLATlNING 3 LN3INEERIr r rt Dave Humber, PE, TEED AP Printip.,l 10r4 West 9th Street P: 360.753.0349 (WA) ®����� ���� Suite 207 P: 503.417.8639 (OR) Vancouver, WA 98660 F: 360.750.0433 env; it mg11associates.corn PLEASE CONSIDER THE ENVIRONMENT BEFORE PRINTING THIS E-MAIL SEDUCE. PLO =LIRE:_'C!c 1 100 - AASTh1tz t3y Cus t — - ' —J -- _ 7R 90 - 60 ... - . 70 60 N • • • 30 20 90 1500 3000 4500 6II00 7500 9000 10500 12000 13500 15001 0 = S13fEc 96 psi. o *Mem Rory (GPM o J dar2,d 2a00 psi 10570.0 gpm Razing. 0 Residcual = 84 p; i at a Bow of 1480 cQr rn. Piesst,re uv i}atb = 20.04 poi titan 10570.0 gpm ia flaw Demand ia balm awe by 0.40 psi (02044 1 Albert Shields From: ben white [ben.white @carletonhart.com] Sent: Friday, April 02, 2010 1 1 :56 AM To: Albert Shields; Dan Nelson Subject: The Knoll work values Albert & Dan, We had previously listed our lump sum construction costs for the entire project as the value of the work on the Site & Building permit applications. I understand from talking with Dan that these need to be broken out in the following categories to determine the permit fees. Please see the values below for the cost of work as applies to each category, based on the contract amount determined 04.02.10: Offsite work (PFI permit): $ 409,833 On Site work (Site permit): $ 888,423 Building work (Bldg Permit): $ 4,950,685 Total value of all work: $ 6,248,941 Please let me know if you have any questions or need additional information. Thanks, W I • port_k J ec). OFFICE COPY 1 ,RE ✓.5& 6 i 7/k/�% - E- City of Tigard . - 7/se.evNi "�'> 'A i'DT — COUNTY \X /I DE TRIINSPOR'I'ATION DEVELOPMENT TAX q ` Rate Calculation Worksheet /,1&" Xffoi.. 2, 4 i 4ie.b APPLICANT ai vtl.,e 77,/v IA*7 ,4 :,'-r, DATE / 2 — / CO MAILING ADDRESS 3 Z2_- A 1 yl r , • PREPARED B C1TY / ZIP / PH ON O 4 , 9 „ ?Awe/ 0 X 241 „3)S4/ PLANS CHEC57 Nr2ool TAX MAP # 5 0 / /se,-- £C OO -0090e .- L01000 PROJE <: I' TITLE ,�-- -- E. A-,4 OLk . J L/42) SITUS # ADDRESS /2349 3Gd • 14 , VIVZ/ li O..- Zwi:'I V 6 - ° ,7 ,e/°i'/7 „2 •FORMER USES) / /Bq / o //o' .. / 'V / USE 1TE # TDT # CODE UNITS X RATE - AMOUNT DESCRIPTION 'NOTES 1 zio X_ ' � 64 '79 = //, O 3 s .5FR . ,34.--.2:.v a _ . 1J X _ TOTAL TDT, FORMER USE(S) , / /, O 1 /5 � .PROPOSE). USE(S) • • USE ITE # TDT DESCRIPTION :NOTES # CODE UNITS X RATE E = AMOUNT I 22r) 8 X if- l'' ,// / z 14 a3s X - X - TOTAL TDT, PROPOSED USE(S) /' / /i, / 194 D Er y 4 LESS TOTALTDT, FORMER USE(S) —' /6 D3 T "" /5 6p 4-/ TDT INCREASI? /(DECRT'ASt:) 'lee j / (IN EAST, = TDT DUE) -A-6/ 2.1 PAYIVi ,e"�eReArCE= '`)., l" 4 .. ENT METHOD . . CASH /CHECK tl " Rf�'te„1 (75 /1/0 - / 3�O CREDIT 7o '9' • / ittLTi tw / , I 1'5.u,1- / / a- / 6 /4 . BANCROFT AGREEMENT 7.7 /R 0 2 ' �F� J� // = — /1/4153- (PROMISSORY NOTE) ' DEFER TO OCCUPANC t /OFS /CD /FORMS /TDT Rata Calculation Worksheot.indd (Rev. 4/22/09) OFFICE C f2o 1 O C`-' Construction Excise Tax Exemption Application Exemption Description (check applicable exemption): 1. Private School Improvements. ❑ 2. Public Improvements as defined in ORS 279A.010. ❑ 3. Residential housing that is guaranteed to be affordable, under guidelines established by the United States Department of Housing and Urban Development, to households that earn no more than 80% of the median household income for the area in which the construction tax is imposed, for a period of at least 60 years following the date of construction of the residential housing. 4. Public or Private hospital improvements. ❑ 5. Improvements to religious facilities primarily used for ❑ worship or education associated with worship. 6. Agricultural buildings as defined in ORS 455.315(2)(a). ❑ Application for any of the above exemptions provides consent for the District to audit the applicant's records to verify the legal status and compliance with the exemption prerequisites. I do hereby certify that by signing l am verifying eligibility for the above Exemption to the Construction Excise Tax. &Pe Ci Z .h1rC. i).3 -t. C fry Authoriz Signature f k. i Title erg Jurisdiction Issuing Permit: T Permit No. School District in which Construction is Planned: - twa - ri „`ci Fv,,, Address of Construction for which Exemption is Claimed: S14 S'S 4 2,3 U c � 12- 3 E, C i 1 C3 iv() . Permit Holder: -1- tl & t (, jet/ -CI j ( 10 CP' i Permit Holder Address: P 0 3 ex, Z. 3 2.-0 T; d CV- '37 2 -3 i6 Permit Holder Phone: .a) 3! 29 3 4 0 3 8 Permit Holder E -Mail: S �� k e C: )&1 b P o • c OO? s °tea METRO PEOPLE KAM OPEN SPACES Construction Excise Tax Exemption Certificate Application Form Exemption Description (check applicable exemption) 1. The Person liable for the tax is exempt from federal income tax; and the construction is for low income residential housing. The Person who would be liable for the tax is a corporation exempt from federal income taxation pursuant to 42 U.S.C. 501(c)(3), or a limited partnership the sole general partner of which is a corporation exempt from federal income taxation pursuant to 42 U.S.0 501(c)(3), the Construction is used for residential purposes and the property is restricted to being occupied by Persons with incomes less than 50 percent (50 %) of the median income for a period of 30 years or longer; la Partial Applicability of Exemption (estimate percentage exempt) Percentage Exempt 1 00 `l a Required Documentation (to be provided to Metro or available to Metro for review) IRS tax status determination letter evidencing that the Person seeking the building permit is exempt from 4- 64 S ^' 14 federal income taxation pursuant to 42 U.S.C. 501(c)(3). p . w - p I. 4- In the case of a limited partnership with a tax - exempt sole general partner corporation, verification from the i s r t partnership's attorney of that status. I Proof that the construction will be restricted to low income persons, as defined in 1 above, for at least 30 r years. Proof can be in the form of loan covenants; rental agreements; grant restrictions; certification from Corporate Officer attesting that exemption is applicable; or other information that may allow the exemption determination to be made. 2. The Person liable for the tax is exempt from federal income tax; and the construction will provide charitable services to low Income persons. The Person who would be liable for the tax is exempt from federal income taxation pursuant to 42 U.S.C. 501 (c)(3) and the Construction is dedicated for use for the purpose of providing charitable services to Persons with income Tess than 50 percent (50 %) of the median income. 2a Partial Applicability of Exemption (estimate percentage exempt) Percentage Exempt Required Documentation (to be provided to Metro or available to Metro for review) IRS tax status determination letter evidencing that the Person seeking the building permit is exempt from federal income taxation pursuant to 42 U.S.C. 501(c)(3) In the case of a limited partnership with a tax - exempt sole general partner corporation, verification from the partnership's attorney of that status. Proof that the construction will be used for charitable purposes as defined in 2 above. Proof can be in the form of loan covenants; rental agreements; grant restrictions; certification from Corporate Officer attesting that exemption is applicable; or other information that may allow the exemption determination to be made. Application for any of the above exemptions provides consent for Metro to audit the applicant's records to verify the legal status and compliance with the exemption prerequisites. do hereby certify that by signing I am verifying eligibility for the above Exemption to the Construction Excise Tax. c t'A. - € eca4 t 0 !1cr�E- ,e 4 The kx o f t a.(-T( v4 Authoriz- . ' ature Title Jurisdiction Issuing Permit: Permit No. Address of Construction for which Exemption is Claimed: Permit Holder: Permit Holder Address: Permit Holder Phone Permit Holder E -Mail 6/30/2006 • ' I 4"'" PERMIT NO. /0-000 33 CleanWater Services Our commitment is clear. LOT on EROSION CONTROL INSPECTION REPORT DATE 41 - 7 - /J INSPECTOR 5&ve SUBDIVISION OWNER/PERMITEE L111 Tina. SITE ADDRESS iota- 5.1.0 . k noL1 h; AppRovED FINAL INSPECTION THIS SITE MEETS THE POST - CONSTRUCTION EROSION CONTROL REQUIREMENTS SET FORTH IN CLEAN WATER SERVICES RESOLUTION AND ORDER NOTE: IF POST - CONSTRUCTION EROSION CONTROL MEASURES ARE STILL BEING EMPLOYED ON THIS SITE TO MEET CRITERIA FOR AN APPROVED FINAL INSPECTION, THE MEASURE(S) MUST REMAIN IN PLACE UNTIL LANDSCAPING IS COMPLETE OR PERMANENT GROUND COVER IS ESTABLISHED. A COPY OF THE FINAL EROSION CONTROL INSPECTION REPORT MUST BE FORWARDED TO THE NEW OWNER, AT WHICH TIME NEW OWNER ASSUMES THE RESPONSIBILITY FOR MAINTENANCE, REPAIR AND REMOVAL. OTHER THANK YOU FOR' YOUR COOPERATION! INSPECTOR 5.- uL G� � PHONE ‘,6 5//c?