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Plans (6) PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects ADDENDUM NO.1 TUALATIN VALLEY FIRE AND RESCUE STATION 50, WALNUT, TIGARD OFFICE COPY PROJECT NO.: 2602.00 Acknowledge receipt of this addendum by inserting its number in the Proposal Form. The contents of this addendum are to be covered in the bids and in closing the Contract will become a part thereof. Changes noted herein affect only the specific words in paragraphs mentioned and the balance of the Drawings and/or Specifications remains in full force. DRAWINGS: GENERAL: Incorporate the following modifications. See attached drawings for full extent of Addenda items. REMOVE AND REPLACE THE FOLLOWING DRAWINGS (ATTACHED): "TS -1, TS -2." ADD THE FOLLOWING DRAWINGS (ATTACHED): "RA -01, RA -02, RA -03, RA -04, RA -05, RA -06, RA -07, RM -01, RM -02, RM -03, RM -03, RP -01, RP -02, RP -03, RP -04, RP -05, RP -06, RP -07, RP -08, RE- 01, RE -02, RE -03, RE -04, RE -05, RE -06, RE -07." SHEET A1.1: CHANGE the following: • "Relocate Roof Access Hatch identified by Note `20' from North side of roof to South side, south of Solar Panels. See Sheet RA -01 for additional info." SHEET A2.1: CHANGE the following: "See Sheet RA -0l for Revised Partial Plan at NW corner of Building." ADD the following: "See Sheet RA -01 for New Mezzanine Plan." J: 2602 \wp\addenda no.! Page 1 of 14 , • PECK SMILEY ETTLIN Sunday, February 10, 2008 architects SHEET A2.2: ROOM FINISH SCHEDULE: ROOM 123: DELETE the following: "Delete Ceiling: Room is Open to Mezzanine." ROOM FINISH SCHEDULE: ROOMS 124 and 125: CHANGE the following: "Change Ceiling Height to 10' -0 "." LOUVER TYPES: DELETE Detail. See Sheet RA -07 for New Louver Schedule. WINDOW TYPES: ADD the following: "Types `E' and `El': Provide (4) Awning -type Units with Manufacturer's Standard Electric operators. Locations to be verified by Architect. Balance of this Window Type to be fixed." SHEET A3.1: ADD the following: WEST ELEVATION: Upper Clerestory Windows to be Type `El'. SOUTH ELEVATION: Large Central Louver to be Type `Ll SOUTH ELEVATION: Add New Louver Type `L3' above Door 122A. EAST ELEVATION: Upper Clerestory Windows to be Type `E'. NORTH ELEVATION: Large Central Louver to be Type `L2'. NORTH ELEVATION: Add New Louver Type `L3' above Door 122H. ALL ELEVATIONS: See Floor Plan Sheet A2.1 for Window Types. CHANGE the following: NORTH ELEVATION: Provide (3) Steel Rake Brackets and (3) Steel Antenna Mounts in lieu of (3) Standard wood Rake Brackets. See 1/RA -06. "Change Detail Callout at Generator Enclosure from 7/A2.2 to 1/RA -03." • J: 2602 \wp\addenda no.1 Page 2 of 14 /s • PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects SHEET A4.1: DETAIL 3/A4.1: DELETE the following: "Delete wood trim shown above Cultured Stone Veneer base." SHEET A4.2: DETAIL 3/A4.2: ADD the following: "Key in Detail 2/RA -03 at Roof Cricket." DETAIL 4/A4.2: CHANGE the following: "Change Detail Call -out at Roof Ridge from 3/A8.1 to 4/A8.1." SHEET A5.1: DETAIL 2/A5.1: CHANGE the following: "Change Note at Wood Trim below Roof to read: `2x12 TRIM — RIP AS REQUIRED. NOTCH TO RECEIVE SIDING." DETAIL 4/9: "Delete Detail. See Revised Detail 9/A5.1 on Sheet RA -06." SHEET A5.2: _ DELETE the following: "Delete details 3/A5.2, 13/A5.2, 14/A5.2, 15/A5.2 in their entirety. ". ADD the following: "Add Revised Details 3/A5.2, 13/A5.2, 14/A5.2 and 15/A5.2 on Sheet RA -02." SHEET A7.1: DETAIL 1 /A7.1: ADD the following: "Add Detail 3/A2.2 at Relite Frame. ]: 2602 \wp\addenda no.1 Page 3 of 14 fa PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects DETAIL 3/A7.1: ADD the following: "Detail Marker to Read "8/A8.1 SIM." Cabinets to have (1) fixed full -depth shelf at midpoint. Each cabinet to be 2' -0" W.x7' -0" H. Provide (4) per Room as shown. • DETAILS 5/A7.1 and 6/A7.1: DELETE the following: "Delete Details 5/A7.1 and 6/A7.1 in their entirety. ADD the following: "Add Revised Details 5/A7.1 and 6/A7.1 on Sheet RA -04." SHEET A7.2: DETAIL 3/A7.2: ADD the following: "Open Knee Space below Sink to be 2' -6" Clear Wide. Side Cabinets to be 1'- 9" W. each. SHEET A8.1: DETAIL 1 /A8.1: ADD the following: "Note: Upper Cabinets to be 2' -3" H. where shown on Drawings. ", DETAILS 2/A8.1, 5/A8.1, 15/A8.1: DELETE the following: "Delete Details 2/A8.1, 5/A8.1 and 15/A8.1 in their entirety." ADD the following: "Add Revised Details 2/A8.1, 5/A8.1, and 15/A8.1 on Sheet RA -05." DETAIL 15b /A8.1: ADD the following: "Note: Use High - temperature Laminate Adhesives at this Cabinet." 1: 2602 \wp\addenda no.1 Page 4 of 14 t. 4110 PECK SMILEY ETTLIN Sunday, February 10, 2008 architects DETAIL 17/A8.1: CHANGE the following: "Change height to top of steel bench frame to read: 1' -5 ". Change dimension to bottom of lower angle brace to read 9-1/2"." SHEET A9.1: CEILING PLAN: ROOM 123: DELETE the following: • "Delete Ceiling: Room is Open to Mezzanine." CEILING PLAN: ROOMS 124 and 125: CHANGE the following: "Change Height of Ceilings in these Rooms to 10' -0 "." SHEET M0.1: ADD: New Radiant heating symbols to the drawing. SHEET M0.2: REVISE: Gas-Fired Radiant Heating Schedule. SHEET M2.1: 1. Revise Gas-Fired Radiant Heating Schedule. 2. Revise Radiant heating layout for Bays per CoRayVac system design. SHEET M3.1: Add Radiant shield (RS) to the detail #8. SHEET P0.1: 1. Revise HVAC Equipment call-outs for Gas Calculations. • 2. Revise Emergency generator note on Gas Calculations. SHEET P0.2: 1. Add Backwater valve (BWV -1) and downspout filter (VRF -1) to Plumbing Equipment Schedule. 2. Delete insulation for trap at kitchen sink (S -1). 3. Add Smoothing inlet to Plumbing Fixture Schedule. SHEET P2.1: 1. Show overflow connection for downspouts. 2. Add downspout filter call -out (VRF -1). 3. Revise gas piping in truck bay for revised heating system. 4. Add backwater valve call -out (BWV -1). 5. Delete vault for backwater valve. 6. Add condensate drain for vacuum pump. 7. Delete radiant heaters and condensate piping. 8. Revise keyed notes #'s 3, 5, 6, 8, 9, 23 and 36. 9. Add keyed note #38. 10. Delete note #26. .1: 2602 \wp\addenda no.1 Page 5 of 14 PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects 11. Add sink in kitchen (S -3). 12. Add propane tank and piping. 13. Move water storage tanks & associated piping to Mezzanine Detail #4/P2.2. 14. Revise keyed note call out for circulation pump in Room 135. 15. Revise trench drains in truck bay to route to oil water separator (OWS -1). 16. Move Kitchen piping to detail #3 on P2.2. 17. Revise keyed note call -out for water heater (WH -1A). SHEET P2.2: 1. Add Kitchen Detail #3. 2. Add Kitchen Detail #4. SHEET P3.1: 1. Revise Downspout Detail #1. 2. Revise Rainwater Harvest Detail #7. 3. Revise Solar Water Detail #6. SHEET E0.2: 1. Revise description of luminaire Type `SG' to read: Description : Exterior pendant - mounted fluorescent luminaire. Ballast: Cold weather electronic ballast. Lamp: One 42 -watt compact fluorescent lamp. Note: Provide emergency battery back -up ballast with 90 or more minutes of battery life and 1,000 lumen light output at each emergency light fixture location as shown in plan. Manufacturers: Bodine B75C Series, Dual -Lite, or approved. 2. Add description of luminaire Type 'Cl' to read: Description: Same as type `C' except w/ emergency battery back -up ballast. Note: Provide emergency battery back -up ballast with 90 or more minutes of battery life and 1,400 lumen light output at each emergency fixture location (as detailed below on information for sheet E2.1). Manufacturers: Bodine B50 Series, Dual -Lite, or approved. SHEET E0.3: 1. Adjust available fault duty at Panel `2A' to 23,757 Amps rms. Add a 20A, single pole spare breaker at circuit #42. Delete power connections serving radiant heater system. Replace radiant heater circuits with 20A, single pole spare breakers. 2. Adjust available fault duty at Panel `2C' to 9,410 Amps rms. Add 20A, single pole spare breakers at circuit numbers 18 through 42 (only even circuit number positions). 3. Adjust available fault duty at Panel `2SB1' to 23,757 Amps rms. • 4. Adjust available fault duty at Panel `2SB2' to 22,258 Amps rms. Add 20A, single pole spare breakers at circuit numbers 13 through 41. 5. Adjust available fault duty at Panel `2SB3' to 8,922 Amps rms. Add 20A, single pole spare breakers at circuit numbers 17 through 41. 6. Adjust available fault duty at Panel 'WV' to 23,400 Amps rms. Add 20A, single pole spare breakers at circuit numbers 21 through 29. J: 2602 \wp\addenda no.1 Page 6 of 14 PECK SMILEY ETTLIN • - Sunday, February 10, 2008 architects • SHEET E1.1: 1. Remove PGE pull vault, noted w/ Detail 6/E4.2, from scope of work. 2. Delete conduit crossing drive way. See revision sheet RE -01. SHEET E2.1: 1. Provide concealed routing of all lighting circuiting in Day Room 110 and Dining Room 111. Coordinate circuit routing with owner and architect prior to rough -in. 2. Coordinate circuit routing with owner and architect prior to rough -in for lighting at northeast and southeast porches. Conceal circuiting to the greatest extent possible. 3. Provide type `X' luminaire in Bay 122 above door 131B. Interconnect sign with nearest unswitched lighting circuit. 4. Provide type `X' luminaire in Bay 122 above door 122A. Interconnect sign with nearest unswitched lighting circuit. 5. Revise six type `C' luminaires in Bay 122 to be type 'Cl'. Provide unswitched power connection to each emergency battery back -up ballast. Locations are as follows: • a. Night light (NL) luminaire in southwest quadrant. b. Luminaire adjacent to door 122A. c. Luminaire adjacent to door 118A. d. Luminaire just north of door 128A. e. 2 luminaire in from the east, near door 113B. f. Luminaire adjacent to door 131B. SHEET E3.1: 1. Add the following to the project in the locations indicated: a. 800MHz M54 - Dual -Band Cellular/PCS 9dB Omni Directional Fiberglass Base Station Antenna Compatible with all generations of CDMA, GSM and TDMA including GSM, GPRS, EDGE, UMTS, HSDPA, CDMA, 1xRTT, EVDO, TDMA, AMPS - 800 /850MHz Cellular and 1900 MHz PCS bands, must also support iDEN and Nextel. b. Install above antenna with 951106 - 50' Extension Cable - Times Microwave LMR -400 Ultra Low Loss Coax cable to the Comm room. c. Antenna masts are required and are made from 2" x 2" galvanized medium wall box tubing with an anchoring plate to the wall and must extend 8 feet above the roof line of the metal roof of the Apparatus Bay. The masts must be grounded with a ground wire per code. • d. Install Nextel BDA and antenna within the building. Coordinate exact location with owner. 2. Move solenoid valve serving BBQ to exterior wall in day room. See Revision Sheet RE -02. 3. Provide a power connection to garbage disposal at kitchen prep sink. See Revision Sheet RE -02. 4. Move exhaust fan, EF -1, to north end of apparatus bay. See Revision Sheets RE -02 and RE -03. 5. Modify radiant heater layout, and add power connection to radiant heater controller and vacuum pump. See Revision Sheets RE -03 and RE -04. J: 2602 \wp\addenda no.1 Page 7 of 14 • . PECK SMILEY ETTLIN• Sunday, February 10, 2008 a r c h i t e c t s ' 6. Add a duplex receptacle in Toilet 102 under the sink in the SW corner to supply power for an on demand water heater. 7. Provide dedicated 20 Amp circuits for power supplies to electric window operators above Corridor #1 —103, and Apparatus Bays - 122. SHEET E4.1: Revise Detail 1, "Overhead Door Controller", to be Linear Access AP4 model. SHEET E4.2: Delete: Detail 6, "Pull Vault ". SHEET E4.3: Revise Detail 3, "Tap Out Diagram ". See Revision Sheet RE -05. SHEET E4.4: 1. Add Detail 4, "Tap Out Control Elevation ". See Revision Sheet RE -06. 2. Revise "Storm + Sewage Diverter Control" detail per Revision sheet RE -07. SHEET E5.1: 1. Modify feeder 6000 to read: THREE 4" DIAMETER EMPTY CONDUIT WITH PULL CORD. 2. Revise the available fault current at `2MDP' to be 25,722A. SPECIFICATIONS: TABLE OF CONTENTS "DELETE the section in its entirety. Add new `TABLE OF CONTENTS' attached." SECTION 00100 INSTRUCTIONS TO BIDDERS: 9.1.3.2: ADD the following phrase after the word "fees ": "including any deferred submittal fees or incurred costs." SECTION 00200 GENERAL CONDITIONS: INSERT the remainder of the sentence after the word `document": "and is incorporated herein as if fully set forth." SECTION 00300 PROPOSAL FORM: "DELETE the section in its entirety. Add new Section 00300 `PROPOSAL FORM' attached. Note that the time of the contract has been defined in item 5 along with other modifications." J: 2602 \wp\addenda no.1 Page 8 of 14 PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects SECTION 00400 SUPPLEMENTAL CONDITIONS: 1.7 ARTICLE 7 - CHANGES IN THE WORK: Paragraph 7.2.1: ADD the following paragraph: "7.2.1.4 The cost of the change shall not be excessive or greater than average costs of prevailing wage labor and materials in the surrounding areas of Multnomah, Clackamas and Washington Counties, State of Oregon." 1.8 ARTICLE 8 - DELAYS AND EXTENSIONS OF TIME: CHANGE the following in A (4): "The liquidated damages amount from $500 to $1,000 per calendar day." ADD the following: "5. 8.3.3 Time Incentives: The Owner shall pay to the Contractor in addition to the contract amount for each calendar day the project is deemed substantially complete prior to the completion date as listed on the bid form: $1,000. • 6. In regards to the definition and interpretation of Substantial Completion: see Supplementary Conditions section 9.8.1.1." 1.9 ARTICLE 9 - PAYMENTS AND COMPLETION ADD the following: "D. Paragraph 9.8.1 Substantial Completion: "9.8.1.1 Substantially Complete for this project shall include the following : installed and functioning, as a minimum: all HVAC, electrical, communications, fire suppression and plumbing systems, fixtures and devices, all appliances and finishes, landscaping, Certificate of Temporary Occupancy from the City, traffic control devices, paving and final Clean Water Services and DEQ acceptance inspections for the storm water systems. Final LEED Certification is not a condition of Substantial Completion." "9.8.1.2 Substantial Completion Date: Substantial Completion shall be obtained by the Contractor within 270 calendar days from the Notice to Proceed." J: 2602 \wp\addenda no.1 Page 9 of 14 • • PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects • SECTION 01030 BASE BID AND ALTERNATES: 1.4 ALLOWANCES (B): CHANGE the following: "Change the listed value of this allowance from $6,000 to $10,000." 1.5 UNIT PRICES: Add the following: • "2. Engineered fill, per cubic yard, measured tight yards in place, for replacement of defective soils designated as overexcavation by the Owner, Architect or Soils Engineer and is over and above what is defined in the contract. This unit price is NOT for general engineered fill required in the contract to attain the grades shown on the drawings, or below the footings as required by the Soils Report, specifications • and drawings." SECTION 02075 ASBESTOS ABATEMENT: DELETE this section in its entirety. SECTION 02100 SITE PREPARATION: 3.01, D: DELETE the sentence in its entirety and add the following new sentence: "Remove from the site large stones, stumps and roots larger than 1 inch in diameter to a depth of at least 18 inches below grade and interior slab areas and up to.36 inches below footings. Replace with engineered fill." SECTION 02400 SITE DRAINAGE: DELETE the following: 2.2 PROMENADE DRAINS: "Delete section in its entirety." 2.3 SUBDRAINAGE SYSTEMS: CHANGE the following: "Tie all perimeter foundation drains into the storm piping shown on the drawings." SECTION 06400 ARCHITECTURAL WOODWORK ADD the following: "2.7 (A) 1: Schlage Lockset to have a `C' keyway." J: 2602 \wp\addenda no.1 Page 10 of 14 • • PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects SECTION 07460 EXTERIOR SIDING AND TRIM "ADD this section in its entirety attached at the end of this document." SECTION 07700 ROOF ACCESSORIES: "DELETE the section in its entirety. Add new Section 07700 `ROOF ACCESSORIES' attached." SECTION 08520 STOREFRONTS AND ENTRANCES: CHANGE the following: 2.2. (B): "Delete all of the Door Openings listed. Add the following Door Numbers: 110A, 111A and 131A." • "Delete the $6,000 allowance figure. The total for this work is listed in Section 01030 Base Bid and Alternates." SECTION 08600 CLAD WOOD WINDOWS AND DOORS, PARAGRAPH 2.1 C. • PARAGRAGH 2.1 C.: DELETE this Paragraph in its entirety. ADD the following: "2.1 C. Manufacturers: JeldWen Premium Series or approved. Specification is based on JeldWen Premium Series Clad Wood windows but other listed manufacturer's cladding systems are acceptable. Cladding material to be extruded or sheet aluminum per manufacturer's normal cladding standards. Galvanized sheet metal or PVC cladding will not be accepted." PARAGRAPH 2.2 D.: ADD the following: `3. Provide Manufacturer's Standard Electric Operators at (4) Type `E' Windows and (4) Type `El' Windows. l: 2602 \wp\addenda no.1 Page 11 of 14 • PECK SMILEY ETTLIN• Sunday, February 10, 2008 a r c h i t e c t s SECTION 08700 FINISH HARDWARE CHANGE the following: 2.2 Hardware Schedule, F.(Hardware Group 5) and J (Hardware Group 10): "Openings 125A and 126A: Delete active lock. Active locksets will be provided and installed by Sonitrol as part of the work described in item 2.2 (N) of this Section. Dummy trim to remain." . 2.2. Hardware Schedule, N: "Delete all of the Door Openings listed. Add the following Door Numbers: 101B, 122A, 122H, 125A, 126A and 131B." "Delete the $6,000 allowance figure. The total for this work is listed in Section 01030 Base Bid and Alternates." SECTION 08800 GLASS AND GLAZING: ADD the following: 2.4 (A). Add butyl sealant to allowable sealants." DELETE the following: "2.6 WIRE GLASS in its entirety." SECTION 10100 MARKER BOARDS: "ADD this section in its entirety attached at the end of this document." SECTION 10200 LOUVERS AND VENTS: "ADD this section in its entirety attached at the end of this document." SECTION 10650 OPERABLE PARTITION SYSTEM DELETE the following: "'2.4 (B) 1. SINGLE PASS DOOR,' in its entirety". ADD the following: "2.4 (B) 2. WORK SURFACES: `Provide (2).' " J: 2602 \wp\addenda no.1 Page 12 of 14 • PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects SECTION 11400 KITCHEN AND LAUNDRY EQUIPMENT: CHANGE the following: "2.3 (C): 'Dishwasher Manufacturer to be KitchenAid. 2.3 (C): Dishwasher Model to be MN KUDSO3CTBL2. 2.8 (C): Washer Model to be MN MFW9700 w/ 15 inch optional base. 2.8 (D): Dryer Model to be MN MED9700 w/ 15 inch optional base." SECTION 14486 PROPANE FUEL SYSTEMS: "ADD this section in its entirety attached at the end of this document." SECTION 15500 HEATING VENTILTING and AIR CONDITIONING: DELETE the following: "2.29 VEHICLE EXHAUST SYSTEM" "Delete section in its entirety." SECTION 16800 TAPOUT AND OVERHEAD DOOR CONTROLL SYSTEMS: CHANGE the following: "2.5 (F): Tapout System Controller to be Omron CSI Series (no substitute)." PRODUCT APPROVALS: SECTION 02840: Bike Bollard `A': Fairweather `PR -2' SECTION 04200 2.4: Cultured Stone: Owens Coming `Cultured Stone' Note: Color/Pattern as Selected by Architect. SECTION 07500: Membrane Roofing: Sika Samafil `Sikaplan 60' PVC SECTION 07600 2.3 Roof Pans: Custom -Bilt Metals `CB- 1750 /SL -1750' SECTION 08565: Fiberglass Windows: " Marvin "Integrity" 'Wood-Ultrex Series Note: Above Window System approval is for the Alternate Bid only SECTION 10650: Operable Partition System: Kwik -Wall 'Model 2030' SECTION 15500 2.5: Energy Recovery Ventilators: ALDES 'ERV 700S' Note: Ventilator to be Compatible w/ Mitsubishi Heat Pump Controls J: 2602 \wp\addenda no.1 Page 13 of 14 PECK SMILEY ETTLIN• Sunday, February 10, 2008 architects DIVISION 16: Light Fixtures: Fixture Type `P': Lightolier Fixture Type `X': Lightolier Fixture Type `SA': Exceline Fixture Type `SB': Exceline Fixture Type `SB' pole: Exceline Fixture Type SB1': Exceline Fixture Type `SB1' pole: Exceline Fixture Type `SG': TMS Lighting END OF ADDENDUM NO.1 • • J: 2602 \wp\addenda no.1 Page 14 of 14 TABLE OF CONTENTS • PAGES DIVISION 0 - BIDDING REQUIREMENTS 00010 ADVERTISEMENT FOR BIDS 1 -2 00100 INSTRUCTIONS TO BIDDERS 1 -6 CONTRACTOR'S QUALIFICATION STATEMENT 1 -6 PREVAILING WAGE RATES, STATE OF OREGON • 1 -68 00200 GENERAL CONDITIONS 1 00300 PROPOSAL FORM 1-4 00400 SUPPLEMENTARY CONDTTIONS 1 -5 DIVISION 1 - GENERAL REQUIREMENTS 01000 GENERAL REQUIREMENTS 1 -2 01010 SUMMARY OF WORK 1 01030 BASE BID AND ALTERNATES 1 01033 ENVIRONMENTAL RESPONSIBILITY 1 -3 01040 SPECIFICATION CLARIFICATION 1 -2 01050 DRAWINGS 1 -2 01060 STANDARDS 1 01070 CUTTING AND PATCHING 1 01090 ABBREVIATIONS AND SYMBOLS 1 -8 01091 MOUNTING HEIGHTS 1 01110 SEQUENCE OF WORK 1 -2 01200 PRICE AND PAYMENT PROCEDURES 1-4 01300 ADMINISTRATIVE REQUIREMENTS 1 -8 01325 CONSTRUCTION PROGRESS SCHEDULE 1 -3 01340 SUBMITTALS 1 -2 01350 OPERATIONS AND MAINTENANCE DATA 1 01354 LEED CREDIT SUMMARY 1 -7 01355 LEED CERTIFICATION PROCEDURES 1 -10 01356 LEED SUBMITTAL FORMS 1 -2 01357 LEED MATERIAL COST SUMMARY FORM 1 01359 LEED METAL - CONTAINING PRODUCT LIST 1 -2 01360 LEED NEW PRODUCT CONTENT FORM 1 -2 01361 LEED NEW PRODUCT SOURCE FORM 1 -2 01363 LEED PROHIBITED CONTENT INSTALLER CERTIFICATION 1 -2 01400 QUALITY REQUIREMENTS 1 -5 01500 TEMPORARY FACILITIES AND CONTROLS 1 -3 01510 TEMPORARY UTILITIES 1 -2 01525 FIELD OFFICES 1 -2 01550 VEHICULAR ACCESS AND PARKING 1 -3 01575 TEMPORARY EROSION AND SEDIMENTATION CONTROL 1 -9 01585 PROJECT SIGNS 1 -2 01600 PRODUCT REQUIREMENTS 1 -5 01640 SUBSTITUTIONS AND SUBSTITUTION REQUEST FORM 1 -2 01700 EXECUTION REQUIREMENTS 1 -9 01710 CLEANING 1 01720 PROJECT RECORD DOCUMENTS 1 -2 01732 WASTE MANAGEMENT 1 -7 PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 TABLE OF CONTENTS - 1 TABLE OF CONTENTS PAGES 01734 INDOOR AIR QUALITY 1 -7 01780 CLOSEOUT SUBMITTALS 1 -5 01810 COMMISSIONING 1 -10 01815 COMMISSIONING AUTHORITY RESPONSIBILITIES 1 -13 01820 DEMONSTRATION AND TRAINING 1 -5 DIVISION 2 - SITEWORK 02010 SUBSURFACE CONDITIONS 1 02075 ASBESTOS ABATEMENT 1 -13 02100 SITE PREPARATION 1 02225 DEMOLITION 1 -3 02230 SITE CLEARING 1 -3 02310 GRADING 1-4 02315 EXCAVATION 1 -3 02316 FILL AND BACKFILL 1 -7 02317 TRENCHING FOR SITE UTILITIES 1 -6 02318 ROCK REMOVAL 1 -2 02341 CEMENT SOIL STABILIZATION 1-4 02373 RIPRAP 1 -2 02400 SITE DRAINAGE 1 -3 02510 WATER DISTRIBUTION 1 -7 02535 SANITARY SEWER PIPING 1-4 02635 STORM DRAINAGE PIPING 1 -5 02640 MANHOLES AND COVERS 1 -3 02800 TREES, PLANTS, AND GROUNDCOVER PLANTINGS 1 -7 02810 SEEDING 1 -3 02820 IRRIGATION SYSTEM 1 -8 02830 CHAIN LINK FENCE AND GATE 1 -2 02840 SITE FURNISHINGS 1 DIVISION 3 - CONCRETE 03100 CONCRETE FORMS AND ACCESSORIES 1-4 03200 CONCRETE REINFORCEMENT 1 -3 03300 CAST -IN-PLACE CONCRETE 1 -11 03900 CONCRETE STAINING 1 -3 DIVISION 4 - MASONRY 04200 MASONRY 1 -9 • DIVISION 5 - METALS 05100 STRUCTURAL METAL FRAMING 1 -3 05500 METAL FABRICATIONS 1 -3 DIVISION 6 - WOOD AND PLASTICS 06100 ROUGH CARPENTRY 1 -5 06180 GLUE - LAMINATED TIMBER 1 -2 PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 TABLE OF CONTENTS - 2 • TABLE OF CONTENTS • PAGES 06190 PREFABRICATED STRUCTURAL WOOD 1 -3 06200 FINISH CARPENTRY 1 -2 06400 ARCHITECTURAL WOODWORK 1-4 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07100 ELASTOMERIC WATERPROOFING 1 -5 07180 WATER REPELLENT (CLEAR) 1 -2 07200 INSULATION 1 -3 07460 EXTERIOR SIDING AND TRIM 1 -2 07500 MEMBRANE ROOFING 1-4 07600 METAL ROOFING, FLASHING AND SHEET METAL 1 -3 07700 ROOF ACCESSORIES 1 07920 SEALANTS AND CAULKING 1 -3 DIVISION 8 - DOORS AND WINDOWS 08110 HOLLOW METAL DOORS AND FRAMES 1 -3 08210 WOOD DOORS • 1 -2 08300 OVERHEAD DOORS 1 -3 08305 ACCESS DOORS 1 08520 STOREFRONTS & ENTRANCES 1 -3 08565 FIBERGLASS WINDOWS 1 -7 08600 CLAD WOOD WINDOWS AND DOORS 1 -5 08700 FINISH HARDWARE 1 -5 08800 GLASS AND GLAZING 1 -3 DIVISION 9 - FINISHES 09050 COLOR DESIGN AND ROOM COLOR GROUPS 1 -12 09250 GYPSUM WALLBOARD SYSTEMS 1-4 09300 CERAMIC TILE 1 -3 09510 ACOUSTICAL CEILING SYSTEM 1 -3 09650 RESILIENT FLOORING 1-4 09651 RUBBER TILE FLOORING 1 -3 09680 CARPET 1 -3 09900 PAINTING AND FINISHING 1 -8 DIVISION 10 - SPECIALTIES 10350 FLAGPOLE 1 10100 MARKER BOARDS 1 10200 LOUVERS AND VENTS 1 10400 SIGNAGE 1 -3 10650 OPERABLE PARTITION 1-4 10800 TOILET ACCESSORIES 1 10820 SHOWER DOORS 1 DIVISION 11 - EQUIPMENT 11140 FUELING SYSTEM AND STORAGE TANK 1 -2 PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 TABLE OF CONTENTS - 3 . - TABLE OF CONTENTS • PAGES 11150 PARKING CONTROL EQUIPMENT 1-4 11400 KITCHEN AND LAUNDRY EQUIPMENT 1 -3 DIVISION 12 - FURNISHINGS 12490 ROLLER SHADES 1 -7 • DIVISION 15 - MECHANICAL 15010 BASIC MECHANICAL REQUIREMENTS 1 -11 15050 BASIC MATERIALS AND METHODS 1 -20 15250 INSULATION 1 -8 15300 FIRE PROTECTION 1 -10 15400 PLUMBING 1 -15 15450 PLUMBING EQUIPMENT 1 -6 15486 PROPANE FUEL SYSTEMS 1 -2 15500 HEATING, VENTILATING AND AIR CONDITIONING 1 -21 15950 CONTROLS 14 15990 TESTING, ADJUSTING AND BALANCING 1 -7 15995 MECHANICAL COMMISSIONING 1-4 DIVISION 16 - ELECTRICAL 16010 BASIC ELECTRICAL REQUIREMENTS 1 -5 16050 BASIC MATERIALS AND METHODS 1 -12 16400 • SERVICE AND DISTRIBUTION 1 -10 16500 LIGHTING 1 -9 16610 STATIC UNINTERRUPTIBLE POWER SUPPLY SYSTEM (UPS) 1 -9 16620 AUTOMATIC DUAL FUEL (NATURAL GAS/LP VAPOR) GENERATOR 1 -14 16721 ANALAOG ADDRESSABLE FIRE ALARM AND DETECTION SYSTEM 1 -10 16740 TELEPHONE/DATA RACEWAY SYSTEM 1 -3 16741 DATA/TELECOM CABLING 1 -6 16760 BUILDING INTERCOMMUNICATION SYSTEM 1 -3 16780 CABLE TELEVISION DISTRIBUTION SYSTEM 1 -3 16800 TAP -OUT AND OVERHEAD DOOR CONTROL SYSTEMS 1-4 16906 OCCUPANCY SENSORS 1-4 16915 LIGHTING RELAY CONTROL PANEL 1 -6 16995 ELECTRICAL COMMISSIONING 1 -3 APPENDIX A PUBLIC CONTRACTING CODE REQUIREMENTS B SOILS REPORT END OF TABLE OF CONTENTS PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 TABLE OF CONTENTS - 4 PROPOSAL FORM SECTION 00300 SECTION 00300 — PROPOSAL FORM To: Tualatin Valley Fire and Rescue 20665 SW Blanton Aloha, OR 97007 Attn: Gary Wells Having attended the mandatory pre -bid meeting, examined the site and contract documents, including Addenda numbered for Station 50, 12585 SW Walnut Street, Tigard, Oregon, the undersigned agrees: 1. To guarantee this proposal for 40 days after this date. 2. To accept the provision of the Instructions to Bidders regarding bid security. 3. To execute the Agreement, if awarded on the basis of this Proposal, and to furnish performance bond and labor and material payment bond. 4. To accomplish the work in accord with the Contract documents. 5. To Substantially Complete the work within 270 calendar days after Notice to Proceed. 6. To furnish all labor, materials, and equipment necessary to complete the work for the stipulated lump sum of: Dollars ($ ) 7. In addition to the Base Bid indicated in the paragraph above, the Undersigned proposes to furnish all labor and' materials and perform all work relating to the following alternates as designated in Specification Section 01030: Alternate No. 1: Delete Clad Wood Window Add Deduct Provide Fiberglass Windows $ ($ ) Alternate No. 2: Other Generator Manufacturers Add Deduct • $ ($ ) Unit Prices: A. Rock Excavation and Removal 1. General Contractor $ cost per cubic yard B. Engineered Fill for replacement of additional defective soils: 1. General Contractor $ cost per cubic yard Allowances: A. Shop Cabinetry: allow $9,000 for 20 feet of cabinets as selected by Owner manufactured and installed by "We're Organized of Oregon ". B. Security Access: allow $10,000 for electric strikes, power supplies and controls by Sonitrol as described in Sections 08520 and 08700. PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 00300 - 1 PROPOSAL FORM SECTION 00300 8. It is understood that the Base Bid may be adjusted for any Alternates in determining the amount of the Contract. Any or all of the other Alternates may be accepted or reinstated by Owner at any time within 30 days after date of Contract award by Owner, and if accepted or reinstated, payment shall be made therefore at the respective amounts named herein. 9. To attach the required bid security. 10. The bidder is is not a resident bidder as defined in O.R.S. 279A.120. 11. The bidder is is not registered with the Construction Contractors Board per O.R.S. 279C.365(1)(k). 12. The Bidder understands that they are to deliver separately within two hours of this bid a disclosure list of first -tier subcontractors as described in the Instructions to Bidders, Section 00100 and Advertisement for Bids, Section 00010. See attached forms following this page. 13. As a party of this bid it is understood that the Bidder agrees to: A. Pay prevailing wage rates per ORS 279C.800 through 279C.870. B. Pay the BOLI reporting fee per ORS 279C.825. C. Pay weekly, holiday, (including weekends) and daily overtime as required per 279C.250. Date: Bidder: Signature: Name (Print): Title: Entity. Partnership ❑ Sole Proprietor ❑ Corporation ❑ State of Incorporation: PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 00300 - 2 PROPOSAL FORM SECTION 00300 ORS 279C.370 REQUIRED LIST OF FIRST -TIER SUBCONTRACTORS (Equal to or greater than 5% of Base Bid or $15,000, whichever is greater or $350,000 regardless of bid size) BIDDER BID CLOSING: Date: Time: DUE WITHIN TWO HOURS OF RECEIPT OF BIDS NAME DOLLAR AMOUNT CATEGORY OF WORK PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 00300 - 3 PROPOSAL FORM • SECTION 00300 LIST OF SUBCONTRACTORS REQUIRED BY OWNER/ARCHITECT: DUE WITHIN 24 HOURS OF RECEIPT OF BIDS ITEM EARTHWORK CONCRETE MASONRY STEEL, MISC. METAL CARPENTRY MILLWORK, CABINETS BUILDING INSULATION SHEET METAL ROOFING HOLLOW METAL WORK WINDOWS GLASS AND GLAZING FINISH HARDWARE DRYWALL PAINTING & FINISHING FLOOR COVERING MECHANICAL (HVAC) PLUMBING ELECTRICAL BIDDER BY JOB DATE END OF SECTION 00300 PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 00300 - 4 EXTERIOR SIDING & TRIM SECTION 07460 SECTION 07460 — EXTERIOR SIDING & TRIM PART 1- GENERAL 1.01 GENERAL: A. Grade California redwood using RIS grading rules, and all other species using WV/PA rules. B. Submit an actual unfinished sample of the specified siding material equal to at least one square foot in area for approval by Architect. C. Submit manufacturer's installation instructions for siding and soffit material for approval by Architect. PART 2- PRODUCTS 2.01 LAP SIDING: A. Base: Fiber cement siding, 5/16 inch thick, wood grain textured face, 8 inches high, 6 inches exposed to weather. Hardipanel, Maxipanel or approved. 2.02 SOFFITS: A. A/C exterior plywood, no blows. Install "A" face down. 2.03 FASCIA AND TRIM: A. Fiber cement trim. Smooth face. Size as indicated on the Drawings. 1. Corner Boards: 5/4 by 4 inch nominal 2. Inside Corners: 5/4 square 3. Fascias Trim: 1 x 4 nominal or as shown. See 2.03 (B) for 2 x 6 and larger. B. Wood Trim: 1. Fascias, 2 x 6 boards and larger: Western Red Cedar C grade and better, kiln dried, mixed grain. (S3S). 2. All trim 1 -1/2 inches in thickness or greater: Western Red Cedar C grade and better, kiln dried, mixed grain. (S3S). 2.04 EXTERIOR BARRIER WRAP: A. See Section 06100, ROUGH CARPENTRY. 2.05 NAILS: A. Exterior Wood Trim: Colored maze with deformed shank. B. Fiber Cement Siding: Concealed fastening with #11 gauge 1 3/4 inch long galvanized roofing nails. PECK SMILEY ETTLIN ARCHITECTS TVF7R STATION 50- WALNUT JOB NO. 2602 07460 - 1 EXTERIOR SIDING & TRIM SECTION 07460 PART 3 - EXECUTION 3.01 Assure that backing surfaces are straight and free of moisture. Do not proceed until conditions are satisfactory. 3.02 CORNERS (INSIDE AND OUTSIDE): A. Wrap all plywood substrate corners with full -width layers of rubberized asphalt/polyethylene self adhered flashing membrane prior' to installation of siding and trim. 3.03 PANEL INSTALLATION: A. Nailing: Use 6d 1 1/2 inch galvanized nails at 8 inches on center. Keep nails a minimum of 2 inches from corners and 3/8 inches from panel edges. B. Gap joints 1/8 inch. Fill with acrylic sealant. 3.04 Install siding and panel material in strict accordance with the manufacturer's printed installation instructions and approved shop drawings. END OF SECTION 07460 • PECK SMILEY ETTLIN ARCHITECTS TVF7R STATION 50- WALNUT JOB NO. 2602 07460 - 2 ROOF ACCESSORIES SECTION 07700 SECTION 07700 - ROOF ACCESSORIES PART 1- GENERAL 1.01 SCOPE: A. Provide and install on the roof or within roofing system the products as indicated. 1.02 SUBMITTALS: A. Submit manufacturer's data and shop drawings. Obtain approval prior to fabrication. PART 2 - PRODUCTS 2.01 ROOF ACCESS HATCHES: • A. Bilco, Type "S -40 ", 2'- 6" x 3'- 0 ", primed galvanized 14 gauge steel curb with 11 gauge aluminum cover or approved equal. 2.02 OPTIONS: A. Provide optional "LadderUp" safety post. PART 3 - EXECUTION 3.01 INSTALLATION: A. Install per manufacturer's instructions, top of frame level. B. Coordinate installation with roofing trades for flashing. END OF SECTION 07700 • PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 26 07700 - 1 • MARKER BOARDS SECTION 10110 SECTION 10110 - MARKER BOARDS PART 1- GENERAL • 1.1 SCOPE A. Provide dry marker boards as shown on the drawings. • 1.2 SUBMITTALS A. Provide shop drawings and submittals as directed in Section 01330, SUBMITTAL PROCEDURES. PART 2 - PRODUCTS 2.1 DRY MARKER BOARDS A. Size: 1. 72" x 48 ". Quantity: Three (3). 2. And as shown on the drawings. B. Manufacturer: Greensteel or approved. C. Style: Channel trim FA 3/4" profile. D. Material: Porcelain enameled steel over 7/16" over laminated fiber core. E. Accessories: 1. 69T Display rail with cork insert and end caps. 2. 300T roller map bracket. Four (4) required. 3. 238T Aluminum chalk tray with end plates. • F. Quantity: as shown on the drawings. PART 3 - EXECUTION 3.1 INSTALLATION A. Direct glue to wall in locations shown. B. Install in strict accordance with the manufacturer's printed installation instructions and the approved shop drawings. END OF SECTION 10110 PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRE STATION 50 - WALNUT JOB NO. 2602 10110 - 1 LOUVERS AND VENTS SECTION 10200 SECTION 10200 - LOUVERS AND VENTS PART 1- GENERAL 1.01 Work includes premanufactured metal wall louvers. Refer to Section 08210 for door louvers. 1.02 Provide submittal showing louver assembly and installation for approval. PART 2- PRODUCTS 2.01 WALL LOUVERS: A. Manufacturers (AMCA rated for water and air performance): Subject to compliance with requirements, provide products by one of the following: 1. Carnes 2. Greenheck Fan Corporation. 3. Ruskin Manufacturing. B. Fixed, Extruded - Aluminum, Horizontal Louvers: Provide louvers with extruded - aluminum frames and blades. See drawings for size. 1. Frame and Blade Thickness: 0.125 inch. 2. Descriptive Requirements: As follows: a. Blade Profile: Drainable head. b. Blade Angle and Spacing: 30 degrees and 4 inches o.c. for 4- inch -deep louvers. 3. Water penetration; minimum free area velocity prior to water penetration: 1002 feet per minute. 4. Finish: Kynar 500. Color as selected by Architect. 5. Accessories: Integral aluminum birdscreen. C. Provide matching size motorized damper at Apparatus Bay intake louver. Provide gravity backdraft damper and matching cowl transition at Apparatus Bay exhaust louver /fan assembly. PART 3 - EXECUTION 3.01 Install louvers to result in firm support for the frame, with faces true to plane and blades aligned accurately with the horizon. 3.02 Protect contact points of dissimilar metals with a heavy coat of bituminous paint. 3.03 Blank off unused portions with 24 ga. sheet metal. 3.04 Set louver in a full width flashing pan at sill or as detailed on drawings. END OF SECTION 10200 PECK SMILEY ETTLIN ARCHITECTS TVF &R 50 - WALNUT JOB NO. 2602 10200 - 1 PROPANE FUEL SYSTEMS SECTION 15486 • - SECTION 15486 - PROPANE FUEL SYSTEMS PART 1- GENERAL 1.1 SUBMITTALS: A. Provide shop drawings and product data for all equipment and devices. B. Provide a copy of Drawings and manufacturer's equipment data sheets to Tualatin Valley Fire and Rescue Fire Prevention South Division to obtain a construction permit. C. Provide a copy of Drawings and Specifications to manufacturer supplying equipment and tank. 1.2 REGULATORY REQUIREMENTS: A. Conform to NFPA, UL, EPA, IFC, and state fire marshal's office. PART 2 - PRODUCTS 2.1 PROPANE STORAGE TANKS: A. Provide all provisions for the propane system, including storage tank, concrete pad, anchors, and all components necessary for system operation. Owner to choose local vendor for system installation and LP supply. B. Propane tank installed on a concrete pad; see Drawings. Tank and installation of tank meets manufacturer's recommendations and UL, NFPA, IFC and local AHJ requirements. 2.2 PROPANE PIPING: A. Above Ground Downstream of Secondary Regulator (2 PSI or Less): Schedule 40 ASTM A135 black steel pipe with black malleable iron threaded fittings. B. Above Grade Piping from Storage Tank to Primary Regulator (Greater than 2 PSI): Schedule 40 ASTM A135 black steel pipe with black butt- welded fittings. Provide flexible connections to storage tank per code requirements. C. Below Grade Piping from Primary Regulator (Above Grade at Secondary Regulator) (Greater than 2 PSI): Schedule 40, ASTM A135 black steel pipe and butt welded fittings. Pipe below grade wrapped with double thickness Scotchwrap No. 51 applied over Scotchwrap pipe primer. Factory applied epoxy coating to equivalent thickness with field wrapped or epoxied joints approved. . Provide tinker test to check for holidays. D. Above Grade Piping from Secondary Regulator: 1. 2 -1/2 Inches and Smaller: Schedule 40, A135 black steel pipe and 30 lb. iron threaded fittings. PART 3 - EXECUTION 3.1 FUEL SYSTEM INSTALLATION: A. Provide a primary regulator and flexible connection at tank. PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRESTATION 50 - WALNUT JOB NO. 2602 15486 - 1 PROPANE FUEL SYSTEMS SECTION 15486 B. Provide secondary regulator and flexible connection at equipment. C. Install accessories in locations as required and shown on Drawings. D. Upon completion of installation, fill new storage tank to capacity with liquid propane. After generator testing has been completed, refill tank to capacity. E. Vendor to provide and submit Shop Drawings, partial floor plans and partial site plan to local AHJ for approval of location, methods of installation, pipe routing, and the like prior to purchase and installation of components. F. Provide signage per IFC, NFPA and local AHJ requirements. 3.2 PROPANE STORAGE TANK TESTING: A. Test piping and tank per IFC, NFPA and local AHJ requirements and in presence of fire marshal. Notify Owner's Representative 72 hours prior to testing. 3.3 PROPANE STORAGE TANK INSTALLATION: A. Seismic Bracing: Storage tank to be constructed, supported, anchored and installed to comply with the requirements of AHJ. All straps, anchors, mounting devices, and the like to be shown on equipment submittal. Provide seismic calculations and seismic bracing installation shop drawings signed by a registered structural engineer for compliance to the seismic requirements. END OF SECTION 15486 PECK SMILEY ETTLIN ARCHITECTS TVF &R FIRESTATION 50 - WALNUT JOB NO. 2602 15486 - 2 (k 2c7 7 g- ccJo 2; OSHA APPV'D LADDER: 24° CLEAR WIDTH • I , + 41' 1" SIDE RAILS - FB. 3" x 3/8° . il+ O. i 14 GAGE DIAMOND GRIP •/' - a. :.. . STRUT LADDER 'RUNG NOTE: INFORMATION ON DRAWING RA - 0I SUPERCEDES PREVIOUS INFORMATION. '‘ SUPPORT ANGLE - INFORMATION NOT ON DRAWING RA -01 'C OF Q •• or i1 1 "x4 °x4 °x0' -8° W/ REMAINS UNCHANGED. • ' (2) I DIA. MB. THRU LADDER RAIL (4) .. ■ m X • REQUIRED. \ n _ 11/2''11 PECK - II O O O SMILEY (2) I" DIA. x 4" LAG BOLTS ETTLIN 14' -0' , 20' -II I/4' / a r c h i t e c t s 3° FLOOR ANGLE: FE I °x3 °x4° 4412 SW CORBETT AVE • �'� - 1� - W/ (2) 1/2" D IA. MB. T HRU roRnANn.oReeonsnav • LADDER RAIL d (I) I/2° ° FA ° ,c " iso;� ' 2eii° DIA. EXP. ANCHOR THRU LP TANK c -_ 3° LEG. 6 , : WC Ze2.WAON 9Vi5WA212 I - - - 1 _ O tt PAD A _ I g 14' -7 sib' I, 1 LADDER DETAIL 4' -11• IO'-9 3/4' 19�_g Imo■ GENERATOR I / 0 1 O O° 4 ® t D 23' -b 3/4° E F v ' � ®Fl � rA � w IA II l.� r- 3 43 0 04 44 I I I I o COMMUNITY Rb ❑M A7 2 TI npa E'' • II . 'ROOF HATCH -' 6' -0" DA ABOVE - SEE I I fl f b • SPECS. I I H cc, 0 I 0 _ —•r —� _ I L_ JL__ . © 9'- III /4° J -.. 1/2 NOPOPP. I MEZZANINE ' OPEN TO 6L111/4' 111 Q P ❑LICE IO s ,HlooI I '• #1 C ❑RR 6' -0" PARTIAL REVISED 1 SEE 2.62J FOR STRICTURAL 103 m in I FLOOR PLAN SEE 4 FOR PUA•�IN& I I © 35 3 -01 i SEE 2/E2J FOR LI6HTiN6 I I 0 .. N _ - O c u _ _ I I _ _.__. STORAGE e ADDENDUM No.1 136 - 2640 OPEN DMA s MECH L — _ ` . IIII = IIII =_ LOBBY • ® . IIII = 1111 14 IIII= 1111 = "a ' ` WM WI__ = IIII =IIII - IIII =1111= �°°O I I MEZZANINE PLAN ,N V PARTIAL FLOOR PLAN r _ 6 1 1/8" =1' -0" „ 1/8" = 1' -0" ■ 01 1 11 0 - PREFIN. METAL ROOFING ON ROOF FELTS OVER • • ROOF SHEATHING + I ` •'''• A - j HINTS 0. i _ // / /// / /// I / /// . "t- BACKER ROD NOTE: INFORMATION ON DRAWING RA -02 5UPERCEDES PREVIOUS MFORTIATIOP. / . " W ► . -.. W.14 It REMAINS UNCHANGED. NOT ON DRAWING RA -02 • • • �` REMAMS UNCHANGED. ii 2x6 WD. TRIM J ► • •' ►�•�•� � P E C K '••••� SMILE Y ►•• 11 .11% E T T L I N ,• •• ► • architects PORTLAND,, OREGON 1 7239 2x6 . TRIM FAAX PHONE (5031 ♦� i WD (503) ; A I R IGID MSUL ► - 11 • - • - v • • t.e..: •••••••••••••� ' 1x3 CEDAR • " � ♦ j I 111 • bc4 CEDAR • ; ►• : • .� • ' i *• * • *•* *• *•�1 ♦ 111 - - .: • • ■% % * * * * * *ii1 •i �I . Ix 4 CEDAR - ROUT TO 041 Q • - ,••••••., ■ � RECEIVE HORIZ LOUVERS ► •• •• • •• • •• •• • ♦ HORIZONTAL LOUVERS ► • • • • • • • • • • • • • • • • •∎ � i ♦ (CUT FROM 1x4 CEDAR) • j i [� ► II ►•••••• GALY- -SHEET METAL - ! i*******:*********1 - — � ��. P AMT 13 D LOU1 iR I- IE,�e1� 03 IA 1 , ► . �/ . A52 ) WOO 3' • 1' -0' JAMB SIMILAR 1g 1 BUILDING PAPER ON L I'' �►•• ' - PLYWD. SHEATHING i \ \,�. ..• •f 1 . ' ►••••••••••••••• • ii I w • • FIBER - CEMENT SIDING I s �••• • •► • • • • •4 • • • • ❖• .� � ♦ ••••• V • • - • 1 v • • • I all ortort„„ 5/8 GYP. BD. • • ••• • i I �� KER ROD 1 SEALANT •••� *•� - Ffs. BATT INSUL i i i r( PREFM METAL FLASI `,i _ • • • • • ❖.• .. ^ REVISED EXTERIOR : 0 I WATEF:TABLE - SET N BE� �J�� \ : : ►• DETAILS CONSTR. ADHESIVE al IS GA GALV- S d \ _ =._..._...-----------' 1 ► �� 51-IT. • . .• • - ■ �' , ADDENDUM No. 1 • METAL ANGLE ►. • •.. • •� I ► 7� MI • GAM ... ■........ «««�m r ► • MORTAR SETTING BED b • ►••/ ►••••••••••�••••� •• ► iiiiiiii ♦j ,/ 1 FEBRUAFC Y 7008 LATH ••� ►• • SCRATCH COAT ►•i ii ► • • • • �♦ , MOOS s ► • : •0 ► iiiiiiiii i WATERPROOFING MEMBRANE • • • 2• ► •... • • • • ♦ I ►. m uuA T,a�� - WOOD Lou R tR,aNsoM 1; wooD Lou�IR SILL Rq -02 • 3' 1' -0' 3' • 1' -0' FOR BALANCE OF I ,452 3' • 1' -0' FOR BALANCE OF NOTES SEE Ark NOTES SEE Ark 1 WY v • A. • • A' i s . / IUIIS Q UM s 'I' O. ,„.-, ` PORllANq , ' I . OF NOTE: INFORMATION ON DRAWING RA -03 SUPERCEDES PREVIOUS INFORMATION. i iii * INFORMATION NOT ON DRAWING RA -03 REMAINS UNCHANGED. AI . - NP PREFIN. SHEET METAL CAP PECK 3x6 CAP - SHAPE TO , / / DRAIN 4 SET IN SEALAN E T T L I N • '111111111111111 architects ' 1 r 4412 SW CORBETF AVE. 1 1 2x6 TR • • ••. ; PORTLAND, OREGON 97239 PHONE (503) 248-9170 FAX (503) 248-0223 4 1 CEMENT BOARD 1 _ i r LAP SIDING w/ 6' ' 1 1 EXPOSURE - PAINT ELASTOMERIC COATING II 4 I AN EXPOSED CMU - TYP. 1 ill BUILDING PAPER OVER PLYWOOD • 1 Er ' Ix4 FURRING ON _ i II I 474 Q 1 1 © b 0 1 `_ _- __ 1 I � METAL ROOFING 0 ND BEAM a 48' OL MAX I :-1 ROOFING FELT - I SEE SPECS. rI. Z BO I 1 ' c OVER ` N. METAL �� ar I \ MASTIC • ANCHORS PER FLASHING EDGE SEALANt : ti ...# S Q'TS. 0 P • 1 MEMBRANE ROOFING MI WI L' 1 PVC - COATED METAL PER SPECS CO 8' NOM. CMU w/ •4 VERTS. ® 1 ilr'441111 \ \ An 32' OL. - GROUT SOLID i 1 CULTURED STONE WELD MEMBRANE b 6' CONC. SLAB w/ 3 e 32' 1 1111 i OL. EA. VENEER I = \ \ ROOFING TO COATED WAY ON 6' COMP. 1 CRUSHED ROCK L ` �:�- . y- s��•�� SLOPE t0 DRAIN If 1 I . �J; i diploo. ` - GENERATOR \ WALL SECTION 8 1 -� CRICKET DETAIL r . 1 ENGINEERED FILL -SEE -�- � .• 1•• \ ADDENDUM No. 1 4. SPECS MRS Zbe2 CIR01 .e • "AI\ 8' x I' -4' CONC. FOOTING w/ • o b, l..: � (2) 5's CONT. -DOWEL TO 1 ' :*.• P T FEBRUARY 200• WALL a 32' OL. ": e' . (I GENERATORENCLOSURE . 2 CRICKET DETAIL RA -03 i R A - 03 3l4' =I'-O RA -03 I Lao =1'-0 i 1 0 • i • . . . . .. . . r ....,..„. = NOTE: PROVIDE EXTERIOR "c"OFO 2 PLYWD. w/ WATERPROOF GLUE AT A8.1 ALL COUNTERTOPS AT ALL WET LOCATIONS (TYP.) NOTE: INFORMATION ON DRAWING RA -04 SUPERCEDES PREVIOUS INFORMATION. • • ♦ INFORMATION NOT ON DRAWING RA -04 • • • REMAINS UNCHANGED. • • TIT 71 � , _ PECK '1. I �L I ' I ` r SMILEY tIII_�LO� ETTLIN architects 0 15 OPEN C - 67 4412 SW COMM AVE • • A8,1 n t PORTLAND, OREGON 97239 -, - PHONE: (503) 248-9170 FAX (503) 248.0227 ' T a i r f \ \ SOUTH ® Q 5 DINING -111 • z ® Z A7.1 V4 =I' ® _ � ® Fi z Fi g FIRE SPRINKLER IN H00D - PLAM BACK-SPLASH TO CA 13 VERIFY LOCATION w/ FIRE UNDERSIDE OF CABINETS PROVIDE lg A8.1 MARSHAL METAL EDGING a EXPOSED EDGES SS BACKSPLASH OF PLAN. (TYPE 2' -0 1/4' 3' -0' I ,� 2' -2 /4' 2' -2 1/4' 3' -3' 1' -4 I/2' MI b I mI fl huuIIwaIT . - `^ SEE SP. q in!! i n I I 1111-111 Mil* iagif llIE NIMAIA REVISED INTERIOR }' ! ` ELEVATIONS ;,� RANGE - M I I Y' WATER LINE • + • a MDR CAB'T LIGHT FIXT. ® r OP T _'� SEE SPECS. ` WALL (TO COF MR) r (II ELEC. S1iDA % N iliri _ � � Al O L `l =, J DRWR I •1ys .M� mtl -.� .1 ADDENDUM No FM � al SEE EO � a a r�=u—�.-...5- u-, a . 2GC1 1110 O SPEC DR ' $ MOM w� - - -�- --'18- �� ___ I -,1 -- -- 1 FEBRUARY 2008 WEST - 1 L4'l' 2' -6' 1, 2'-11/2' 1, 2' -0' 1, 3' -3' 4,1'-3' NORTH 1. 2' -6' I, RUBBER BASE, TYP MOMS DRAWERS - TYP. 6 KITCHEN -112 A7.1 1/41611-06 RA -04 EJ . 1 0 • WD. FRAMING I s ETR :=7:= TO STRUCTURE l a G' ' _ • ABOVE L SUSP. GYP. SUSP. AC. CLG. BD. CLG. OF �'�+‘ ...... 5 /S' GYP. BD. • / 2- ; ON 2x FRAMING NOT INFORMATION ON DRAWING RA -05 ® 16' 0.C. l e 5UPERCEDES PREVIOUS INFORMATION. • SOFFIT DEPTH • - ' SOFFIT ONLY) INFOWLSTUNCHANG D DRAWING RA-05 PECK • SMILE Y E T T L I N architects 4 /4 I'-I I/1 11-0. 4412 5W aoRBETT AVE. PORTLAND, OREGON 97239 PHONE: (503) 248.9170 I FAX: (503) 248-0223 1 - CI • en - Y4' PLYWOOD W/ VENEER RI (PANEL) © Q TItil LIGHT FIXTURE ®g 0 (SEE ELEC.) H z r 0) IA a `~ 3'4, x 4' -3 V2' (SE FILAR) g 1 COORD LOCATION Alik 2-6 M Mi Bel € b 2'-6' 3/4' RICHLITE 3/4' ON MDF ® %4 RICHLITE al %' PLYWD CV SINK - SEE PLUMBING o ( ---;,---..7-- m L.\ \ 1 -- a - --- — A' _- ..._.. x - .. l J ♦ . . "" I I II04 Q FALSE DRAWER �- � ► y I p FALSE y i� l `D FRONT EA SIDE , , f DRAWER y— .+, 1- - -- - - - — in FRONT = - - -- — - - - r -1 .fl a I T I MIN i l L I REVISED • I 'i 1/ CABINET DETAILS - i I PANELED $ Y� MD i i CAB' FACE • (V N m RECYCLING 1 WASTE BINS 4 PLAS. LAM. o °�' �� ' �� ' ON 1' DP. SLIDING TRAY _ b '' ON 3/4' MDF N ADDENDUM No.1 ON FULL- EXTENSION n' DRAWER GUIDES ' ry .... s 3' 3• ' I I /4 aeoma H 3' RUBBER I RUBBE - 4 T FEBRUARY tome BASE s �' I I ^. �I ' BASE � y 1019316 CARPET �� CARPET anew' ii RUBBER BASE - rvi- �\ �; RUBBER BASE %1 ;r 11 � LOOKING EAST 2 PASS THRU CABINET 5 KITCHEN ISLAND 15 ADA SINK RA -05 i • 8.1 Ni'-0' SEE FOR TYP. NOTES • 8.1 NIL& SEE Ali FOR TYF: NoTEs • 8.1 I' =I' 0 10 VF WV SEE FOR TYP. NOTES • O NOTE: INFORMATION ON ['RAILING RA -06 wm ; S UP E RCEDES PREVIOUS IFORMATION `�, INFORMATION NOT ON DRAWING RA -06 ' c OF REMAINS UNCHANGED • \ — • PECK SMILEY E T T L I N • architects _ -V%-- 4412 SW CORBETT AVE PORTLAND, OREGON 97239 PHONE: (503) 248 -9170 4 FAX (503) 248-0223 o GALV. 2x2x1/4 TS PIPE ,-- ------- - - - - -- I^ --- --- - - - - - - - - -_ lj METAL ROOFING ON ROOFING FELT - SEE • ' �^ UVMB. - SPECS. • ' 1 ' � 3/18 °> TYP PLYWD. SHEATHING: ON 2 Q 1 F TtG WOO 2 ., • �v h. * • �• • • ► • • 4 , , `V : ' �\\tt ii! *.�•:04. - ` ` 0 1i FL 4x6 i 0 Co O , 4 A /t -1 ii: I I %i NI ( a is 5/8 MB. - TYP r � - ' I :` L. li r �- i GALV. PL 3/8' STIFF. - GALV. PL 8' 0 ` ' ►�� Zr ` SHAPE TO FIT 3/8' x 8 x O I ` �' �� t DECKING AT SOFFIT — EXPOSED VG WOOD PREM. METAL If Ile GALV. PL 3/8 x 1 ■ ) GALV. 3 -1/2 x 3-1/2 x V4 1 -2 8 x I -2 Irz' � � FASCIA 2x8 1 � WELDED TS BRACKET A REVISED EAVE 4' FRAME - (3) LOCATIONS / ' A 7 DETAIL '•�+ i ri. -mil �� 1 2x6 TRIM - NOTCH �. d 0 TO RECEIVE SIDING: ~ �I' °€ \ b(4 TI G CEILING I/�j P) ' ADDENDUM No.1 , di 2 2 3/4 ON RIGID MSUL —� ' EXPOSED WOOD TRUSS - • Wi n! it: I• rwaoz, 2602 r ► SEE STRUC. �. SOLID WOOD SPCER ► F'REFM SHEET BLOCKING 5/8' GYP. BD. - ' ' ,Q FIBER- CEMENT SIDING METAL ON °� TYP. I %i ' EXPOSED TRUSS tom ' F£BRUAR7 2003 TAILS (TYR) °"°° TAILS ANTENNA BRACKET AND MOUNT 9 EAVE DETAIL 112' =1'-O' FOR BALANCE OF NOTES SEE " ' 5 ' 1 I ICt'-I' -0' FOR BALAN of NOTES SEE 0 RA -06 g rep pl 1 6 � •• � • � � • • � * • � .• � � � � � � �I � ♦ RIGID INSUL. /1, \ �••.� : •*•**.� a VV ►��•�� •••• : :•� �I ��-� ' • \ ••� A BUILDMGPAPERON • "y • • • � GALV. SHEET METAL - v • • •' p .• � •�•� • • *• * • V I PAINT • ; . ' • • 4 PLY WD. SHEATHING IIAN 0. , • •• • iii ' FIBER CEMENT SIDING NOTE: INFORMATION ON DRAWING R4-01 $: :':••••••••4 ,'.***************4 CEDAR LOUVER ►•• ►•• ...� , 1 SUPERGEDES PREVIOUS h FORMATIOI�L . • . • • : SEALANT 1 BACKER ROD INFORMATION NOT ON DRAWING RA-01 • � . • . • •• . •• . • • • •• . • . • � ASSEMBLY ► • . I i•••••••� ( oo ►••• REMAINS UNCHANGED. OF O :••••••• ( ► IN Mt FLASHING :. I'. ❖ •.• • • • ❖ .• • •, � _ .. $ * *1 PREM. L L MCs i _• w",• •• • •.I � � � SILL CUT FROM ► • � • • 4 I 7 2x8 CEDAR 'iii • I� 1 ' • FO I •• i �� 2x6 TRIM -� I - 2x6 TRIM PECK ;:' 1 SEALANT ALL SIDES SMILEY E T T L I N ,• ,- -- -- PREF MTL FLASHNG 0 c h i t e c t s 1514 coRBETT AVE. SELF- ADHERED SELF - ADHERED PHONE: 503) 224841170 • IIII FAX (503) 248-0113 9 1 L / \ 1 FLASHING MEMBRANE FLASHING MEMBRANE -METAL LOUVER METAL LOUVER . v 1 UJOOD/MET04L LOWER TRANSOM 3 LOUVER HA RA -01 3' ■ 1-0 FOR BALANCE CF ( )MET4L -3' • 1' -0' FOR BALANCE CF ® ai NOTES SEE ®- NOTES SEE An lel v v 01M® ®Fi 0 1 t,l 'i ll --. if Z ® M LOUVER Ft Z ° BIRD SCREEN MONIED 1 : At Aft 00 -. .. ON INSIDE FACE NV 6 NV :==i T 9e 4 4 9� iek : - ' Al \ cl 2x6 TRIM == o -07 RLOUVER == 14 � • ► i ❖i in 9 __ ;� Q a DETAILS and ■ :�.� 't F n 4 � RA -07 11-4 LOWER TYPES • ► • Mir ::=11 t• .�.0 0 * �� i . } ��PREFIN. MIL FLASHING � � ) ADDENDUM No. 1 4W- ,.. . } 27 }am t 2 } Ank • AI WM F.G. BATT INSUL 00:109 • IMO ; �; � ; I RA - 07 RA -07 um 1 FEBR,AR. 2098 Iiiii L1 wooD L2 woov/rEru L3 METAL b°°° (\ MET4L LOUVER SILL LOUVER TYPES I . R A -01 3' • 1' -0' FOR BALANCE OF 1/4 ° =1' -o° RA-07 E NOTES SEE An v 0 A RADIANT HEATING SYMBOL RP RP RADIANT PIPE RTP- RTP RADIANT TAILPIPE VPD VPD VACUUM PUMP DISCHARGE PIPE D RB RADIANT BURNER I RADIANT PIPE COUPLING I I RADIANT PIPE DAMPER DC COUPLING RS RADIANT SHIELD � RS �~� 9�0 PN� CD 50,628' Z W - o! I— ' / 2A . (EXPIRES 12 -31 -091 SYMBOLS 8< LEGENDS - HVAC SCALE REVISION Elk I NTS NTERFACE ENGINEERING m; MQ2 I S481111 IS Consulting Engineers MWs Contact STATION 50 BY RAMIN NABIPOUR 708 SW 3rd St, Ste. 400 DATE Project Portland, OR 97204 2 -7 -08 2007 -0432 5 FAX RM-01 A GAS -FIRED RADIANT HEATER SCHEDULE aeMTWAL ITaM O VP VA IJJM PUMPS CORAYVAC 120 V/1 PHASE 1 _ TO PROVIDE 200 CFM AT 0.8 INCH ESP. EP-200 20 AMP R13 NT RURNt UEM CORAYVAC 120V/1 PHASE RB-2 RB-8 80.000 BTU 23 FT. B SERIES 0.3 AMP RB-3 RB-4 1. PROVIDE SYSTEM WITH ELECTRIC CONTROL PANEL • 0 7 14.1 50,628' Z w r 4 c , • - 0 .. � 2 I I EXPIRES 12 -31 -09 I SCALE I NTERFACE ENGINEERING SCHEDULES - HVAC NTS ow RICER MO.2 IEMS0111118 1 DEAN 6r Consulting Engineer Contact TVF&R STATION 50 RAMIN NABIPOUR 708 SW 3rd St., Ste. 400 2_ 08 RN Project Portland, OR 97204 SNIT MISER 2007 -0432 x503 X62 FPI RM -02 • • 1 — 1 -Y:t N Sp p c) ,,,, II 4, u j . )) I k e g c., NE2 POLICE � N N a_ // _ Q - III _ Ism.' 134 61004 CD -1 ` • �:. S b�1 ■ ■ ■1 I 8x8 CRG -1 / 3 w 100 I i ■I ■L " wA 6x6 I_5 � y _ _ �_ ,II � . � FC -8 24x14 RG 1 ■IIL``� �1 1050 1 = -- LOB' �� ® 12x12 CRG -2 i 0 ■ ■1. ■I,1 o �` 1 © 300 I Z ,in Z ■I��■ ®® 0 = I o ��i 7-11d■lI D ! ; I •..0 _ I a a co , ; , r TOILET 1 V T 130 - � I -ffi I V �� LL I; ®® ; III - II § " " 8 6 0 IIITOILET - 9 I III I �` ■ - N I N "\ I ; 1 I I L_ 132 _ L® _j I I L_ _ _ be ► , Ia — �'! - w LLI j J I� I I I I Z � o jv C igliv m b- 11 - CI : " n _ `-� - I - r-- ELECT w W �1-I:1, 1 124 4,1 Q . o. - Z:;; wow__ w i , (LET �� — lilIiiIMINI .I 0 1N Arnc •i• l • !I . o a I f?,.. 1 hI 0 - ® .I.1 1G' ■� - z o II�� 1 � ® IN ATTIC ; WM IiuI z /i+�ll ill 'I I ® I 1 1 i i -v Q t o 1•131104211 N N 4 8 T 131E ■ ■■l _ _, - I 1 al 13 . '� I ® I '0 ni: MEN 40 8" gH1 •■ ■ ■ ■, . A B AY - � �� MIL 14 I ■■■ ■ ■t _ ,� .I ( 122 I I " �i� �� :� _ 0 _ - _ �I _ :, t t?'; • I L T��1 - I O CD 14.1 I II 119 e. E;1W�� immoin f ! 4 8 , I 9-1 .lrtil l o 8x8 CEG -1 ��li 8" 150 I ♦ I SHOP I I 1 J 127 I I ■■�:� ■�e ■ r O - I - - I fir!!■ •■�■11 ■■��s�� 0 •I • i -- - - - - 'I CD --- . ; J ■••m�r - •I M : x 1 p ,I - - - - - --I 1 - -1' �_ 11� ■fi ORAGE � J�■■ .I I I I 0 Itit�':��r . II 1 126 I I ® KIE�EM �mmwA - I I 1 I ® I I 1.2 � I I - VP, I " I - III■ MU 'I _u - U I C U 1 I NFA` _ — II — � :� i I �I_� , _A ,,, HI 8 "0 CD -1 I JILL — — - 150 TYP. 2 I° =Ir — — — 12x12 CRG -1 I (III 300 I IIII • 11 u • SUPPORT GAS PIPING AND CONDUIT INDEPENDENT FROM HEATER. ROLL—FORM CHANNELS 3/r THREADED ED ROD, LENGTH AS POWER & CONTROL CONDUIT REQUIRED FOR MOUNTING HEIGHT, HANG SYSTEM FROM JOIST, OR ROLL — FORMED CHANNEL SUPPORTS. GAS PIPING •, IN 1/8' AIRCRAFT CABLE LATERAL v BRACING EVERY 10' -0' TURNBUCKLE • FLEXIBLE CSST �: PIPE AND HANGER PA j BURNER WHERE REFLECTOR 14 00 SHOWN ON PLAN RADIANT SHIELD (RS) 1 WHERE SHOWN ON PLAN U NOTE: • • PROVIDE SEISMIC BRACING PER SPECIFICATION AND OMSC. 8 RADIANT HEATING PIPE SUPPORTED FROM JOISTS NO SCALE QED P Ai •&) • I NEF.. `I+i w 50,628' Z re r 4 ,. / . 0 e EXPIRES 12 -31 -091 I NTERFACE ENG fNEERING DETAILS - HVAC NTS EMDEN ; Mae DEMON NU* 1 Dun w Consulting Engineers UWS Contact: TVF&R STATION 50 mom ar RAMIN NABIPOUR 708 SW 3rd St., Ste. 400 DATE Project: Portland, OR 97204 2 -7 -08 SHEET IMO 2007 -0432 5 503.382.2266 FPx RM-04 GAS CALCULATIONS NO. OF B U/FR TOTAL. FDaURE DB: CAPTION FRT. INPUT BiUf R RANGE 1 75,000 75,000 GAS BBQ 1 50,000 50,000 _�• t ._•. _ =0 RB -1 RADIANT BURNER 1 80,000 80,000 RB -2 RADIANT BURNER 1 80,000 80,000 RB -3 RADIANT BURNER 1 80,000 80,000 RB -4 RADIAN BURNER A, 1 80,000 80,000 FUMING EOUPLENT WH -1A DOMESTIC WATER HEATER 1 199,000 199,000 WH-1B DOMESTIC WATER HEATER 1 199,000 199,000 WH -1C DOMESTIC WATER HEATER 1 199,000 199,000 ELECTRICAL EMINENT 2 #PSI EMERGENCY GENERATOR 1 1,164,000 1,164,000 TOTAL DEMAND ($1I1) 2,206,000 TOTAL DBAAND (CM 2,173 SIZING BASED ON 2007 OREGON MECHANICAL SPECIALTY CODE 2 PSI SUPPLY PRESSURE WITH 1 PSI PRESSURE DROP 200 FEET DEVELOPED LENGTH 1 -1/2" 3,610 1 -1/4" 2,410 1" 1,170 3/4" 642 1/2" 318 , P 44 ".0 I Nf c � •. ` 0 w 50,628 'Z. 0: r v 11 , O EXPIRES 12 -31 -091 S I NTERFACE ENGINEERING gar roamicen: aEvmoM NM owrM Err Consulting Engineers a s Contact TVF&R STATION 50 VICTORIA HAYNES VH Project: 2-7 -08 SW 2007 -0432 NU RP01 PLUMBING FIXTURE SCHEDULE 9 MENDABLE BACKWATER VALVE: ENDABLE TYPE WITH ACCESS FOMAINTENANCE. -- MAINTENANCE. 4 - - - - - REPLACEABLE PVC RAPPER Q CLEAN CHECK RECTORSEAL . ET -1 D(PANSION TANK: 4.4 GAL. CAPACITY, WELDED STEEL -- _ CONSTRUCTION. HEAVY DUTY BUM OIAPHRACM. SEPARATE DINGS RIGID POLYPROPYLENE -.DIED WATER RESERVOIR. AIR- 04ARGING VALVE AMTROL ST-12 RIBIARKS: PRE - CHARGE PER MANUFACTURER'S RECOMMENDATIONS. 5-1 KTCHEN SINK: DOUBLE COMPAR1MM. 18 GAUGE STAINLESS STEEL, 2 - 1 -1/2' 1/2' 1/2' SOUND DEADENED, 33 IN. LEFT TO RICHT BY 21 IN. FRONT TO BACK SELF - RIMMING, THREE HOLE. LK -35 CUP STRAINERS. OKAY LRAD- 3321 -8-1/2 IN. DEEP 0.IJ .To-. -, I., a 1I... ►..,p. .., . .'11 FAUCET: KITCHEN DECI(/SINGLE HANDLE TYPE. 8' CENTERS. 8' SWING SPOUT, 1.5 GPM AERATOR HAND SPRAY. DELTA 440-WF REMARKS: PROVIDE HOT WATER AND WASTE CONNECTION FOR DISHWASHER. 1 / SI-1 SMOOTHING INLET: RAINWATER HARVESTING SYSTEM. STAINLESS STEEL. 4' 0 1 . _ _ !.. VRF-1 VORTEX RAINWATER FILTER: BELOW GRADE DOWNSPOUT FO_TER WITH CLEMOUT. OVERFLOW 3 - - -- CONNEJCTION TO STORM AND CONVECTION FOR CISTERN COLLECIgN. SEEPAGE BASKET J.R. SMITH R119520 -03 Q �(�E� P NE-4.. s, F. I 50,628' Z ce r v 0 I EXPIRES 12 -31 -09 0 SCHEDULES - PLUMBING SCALE INTERFACE ENGINEERING "� SLEET IEf1]lErICFD: P0.2 1EY61011 NM 1 DIM BY Consulting Engineers MWs Contact: TVF&R STATION 50 OEM VI VICTORIA HAYNES 708 SW 3rd St., Ste. 400 DA1E • Portland, OR 97204 2 -7-08 Project: 503.382.2266 DEFACE SHEET KIINER 2007 -0432 503.3822262 FATt RP -02 ® O — q k 8 W \ �� 3 \ pNA o liI �. rill t 11, i 5 . N ■ CD 3„ l� I O Z M 1� • m _�� 4, C73 COTG 2 P_O_ I , •`� D 0 %11. YdRP ii 1 -1 /2 _.1 It) 0 3 �- z lap I II II bB_2 e I Z O_ p G O. � � O O O O 1 Off, d d CO ■ 3/4" v4f QQ t 2 " I I I N O L I I I P _0: BY I it c� • I TD - 1 I I a I TD i. ; 1 a I �- I I ° I I II I CD m„,... I I I I I ? vet eri-s 77 L __± _ I I = I ,o ——J L_ - -___I L_— i'ora_ I 2" w -r - OILE TOILET • o`°`° 132 1 1 30 � FFE= 236.00' cQ • NI NN N a_ rto - k = , Wa � i 4» o *Q' E CT v Q i` � I W o Z • i 1- e al Q _ X cis I®j FC - 5 _ 1 — " g 29 - 1 M ' link . ) ii t t .,.. il 4" ctil Pr g"RWH m I W ► o a. 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V xi x R 6 I — r, - X, �� <(% 7: 1 SOLAR WATER P3.1 � 2 .P x ° Z N 2 ° o` a FROM ROOF N 1 w m H - i D Q " -' - 6 . � o\c, A ° �,, m ` — ° CP -2 m 1 -1/2" SW Z 1" SW TO 1 // T0 HEATERS `° WATER HEATER P r4 74 to m u ES N ' m ■ o SW ► 2 � p x z C) 2" RWH SUPPLY TO FIXTURES I 73 1 0 • z k 0 PT_1 1" RAIN WATER N p TONPRESSURE rm CP -1 s P Z o — I NW al 0 3xn o x0 2 -1 /2" CW 5 SUPPLY 3 Z !m, r 3 1 -1/4 RWH SUPPLY TO FIXTURE 1-1 /2" PUMPED WATER FROM CISTERN w� 1 "Z R 4 ENLARGED MEZZANINE PLAN - PLUMBING T 0 2' 4' 8' H "'OR ,t O c SCALE: 1 /4"=1'-0" DOWNSPOUT e • 1E al. BUILDING -ti � — BY OTHERS. FINISH. CE TEMPERATURE 7 . 1 CLEAN OUT GAUGE D CO TO TEMPERATURE r- GRADE GAUGE ? SEE FLOOR PLAN J J • J 1 SOLAR AIR VENT 7 COLLECTORS �T _ TO WATER HEATERS E j r ___N:v (507 TO 1607 WATER) • _ e d/ 4 • �1 - 1/2 • a t--+t 111 1• . . . I • \-TO • . • : ' DOWNSPOUT FILTER (507 TO 1607 WATER) `TO WATER HEATER J - • : ' Q1 T1 • • • • 4110 • 1 7 4 �_, • 71 • ` . .° PT DRAIN Maw VALVE F . • • :• + • :• °.• • STORM WATER TO CISTERN CONTROLLER J 7 D A r 11111111110 A y OVERFLOW TO CIVIL , A D c 5E2. P 31 TEMPERATURE D (ON MEZZ.) ' Qj AND PRESSURE DOWNSPOUT/ (ROUTE TO FD) A 1 STORM DRAIN CONNECTION 6 SOLAR WATER - O ATER HEA , TEM D NO SCALE NO SCALE D J .4 V 3 D A SO D :A � I N F ' /s ue 13 C (3. C1 50,628• tu D CL `�,. 0 �INTERFACE ENGINEERING DETAILS - PLUMBING SCAE NTS Consulting Engineers S � m:P3.1 REYS1ONPil1 . Br to, �, 2 ��>' contact TVF&R STATION 50 BY • mi *I VICTORIA HAYNES 708 SW 3rd St, Ste. 400 DUE E Portland, OR 97204 2 -7 -08 n I EXPIRES 12 -31 -09 I Project: 503 . r MIER 1 ? ?? ,. 503.382.2262 Fix RP ^n 7 • . • RW I TO WATER CLOSETS AND URINALS • sOv RPBP • Will Ark ET=1 ® (ON MEa) MAKE - UP VALVE ARC WATER METER (TYP. 2) t'--1. 50 MICRON BAG FILTER FROM CITY WATERI SUPPLY O -1' • Z RWH L - 1 LEVEL SWITCH • PW AIR GAP TANK DRAIN 2 - 1 6' INLET CONTROL PANEL DOWN VALVE • WITH SCREEN W/ MAIN DISCONNECT _ BY DIV. 18 3 2 • 'L -1 STORM WATER MANHOLE STORM DRAIN FROM GUTTERSA OVERFLOW TO CIVIL , -2 I I" I 11 !::: I 0 I .. 4 L -3 ti-- .. S .. . In \ 1...112.. U 4 1 - - -4 ` OPERATION • WELL PUMP 0 gh (O EZZ.) TANK DRAIN RAINWATER CISTERN :Y ave.) SMOOTHING INLET (Se.0 7 RAINWATER HARVESTING SYSTEM SCHEMATIC NO SCALE • RS P4 4 w 0 50,628' Z O! r v 6 ' 0 1 / ? �� \ ' I EXPIRES 12-31-091 S CHEDULES - PLUMBING �" INTERFACE ENG INEERING NTS Contact Consulting Engineers s+�cB>:Pa2 eLWmollluet S BT BY TVF&R STATION 50 VICTORIA HAYNES 708 SW 3rd St., Ste. 400 2- DATE Project Portland, OR 97204 s 2 — — 08 2007 -0432 5 503.382.2266 FA ° RP-08 , 6ARe e6e ENCLOSURE - r4-) SEE SHEET A1.2 e � MI "`•%. • CV ■ � on \ #io 0 v) AI 2SB1 —30. o W A I ( ' - ,,, ,,,, „, \ 1)6C F 0, I fa t WELL PUMP 3 TRANSFORMER AI I PAD 2A -24. ® I H O I J • 2 I a E44 w I a I I I I 1 . 059 I I I _4 ! 71\,,.. \ „p, � STAFF ... ... .... .....szl:,T, , ___1====.% PARKING I I I co � -, a 1 y 13..t . H w... I EXPIRES: 06 /30/08 I 0 INTERFACE ENGINEERING SITE PLAN - ELECTRICAL 1 �=zo ' SIEQ FEfEAF110ED: E7.1 Arno Ilk 1 Mel IX Engineers TVF&R STATION 50 MS Contact: ai BY KS KEN SPENCER 708 SW 3rd St., Ste. 400 DATE Portland. OR 97204 2 -7 -08 200 -0432 �.� 2 OFFICE RE 01 / DIVERTER SUMP PUMP Q .41 I Q BBQ I I A 'ID IIII �°Q= 1111 I° III .. III II II II II I I II II II II II = II II I... � 11 IIII I I Ilif IIII IIII— 0 w M r I 4 I - _ 1. -11=11■I■111 1111 - L I ' 0+ 2SB1 -42. _E DINING A e r 111 I ® !�' ® �r FACP (t � ' III BC 1 co 1I) _ Ilirir . DAY ROOM A Q u ii* .... ` �� ° alb_ \ p g , _ 3a 0 1 110 1 - . ..1.4.711-17 �� " ~d Ra � �7 2A -6 KITCHEN ■ N' MIA I I COMM I ' 11 1 1 12 2SB1— 125 _ 2 f 1 ` , �� _ � , 8,10,12. ®A 1 2SB1 -41. O 12 igg ? e s -4.171 I I Mme► V A I � IE 2SB1 -39. I ® 2SB1— « 2A -10. —12 s _ 1 1 II 30. 14.16. I ta = 2A -26 I . . ID ay, G = 14 -38. 1s M' M II 28. PANEL -~ 0' 11_ ° _ H— M EL INV' �, ® �1> 2SB1- 14,36, � �so PROp 2MDP �i =, r �'� ��G t NE' . `ri ATS ` O ' 6 8B2— 0 0 , #,, . Z PANEL 2SB1 0 A C>® '�u , ... . a a PANEL :2S132' , � ' A -33,3 (Kr • � : = k LIGHTING NTROL V.:44e14s. 13 RELAY PANEL M — ■ N w. r -LOCKE I EXPIRES: 06/30/08 I 2 A -38 /5 2 SB1 -42. / 1 113 A .1,► 77 �drl d7 .._41111 PLAN - POWER /SIGNAL INTERFACE ENGINEERING FLOOR t AEA=NUt1 DIM Consulting Engineers MWS Contact TVF&R STATION 50 CHECKED ev KS KEN SPENCER 708 SW 3rd St., Ste. 400 uoe Project Portland, OR 97204 MAC 5 2007 -0432 503 8262 FAX RE-02 . C �I [ 3 I E - I a L 36 2SB2 -23. 1• 1 1] INV -11. � 1 27 CD . 2SB2- 1,3,5. c ms 11 ° BAY A CM 7 11 1 ° . III MEL EMS CLEANUP /STOR 122 Ake 11 I1 1 114 I • 11 1 128 1 ON, OM a 11,_ ® v TYP. OF 3 lip -__- O TYP. III j . 2583 -15. a 2SB2 -7. WO , f C _ 3 1 9 GS ® A A RB -3 TIT- O I ao. F = ® e- ` i 0 O H i. 2A -2C 9 23. 1 2SB1 -31. 2SB1 -33. TYPICAL o OF SIX 2SB1 -35. ° �• 1 • • • MECH o ∎I ) 1 P- -----1 I-- - - - -- P- -- - - A -18 1 I I I I I I I 34 2SB3— I VP -1 9 0 1 I o f I 0� I 01E__. I I ® I I. ( ��• rem II I 0r . a 1. O FZC1__, r1__ A .— .r OE ctr D ' ' — n 0 e 99 , A SECUF m SHEET KEYNOTES 4 ' 0 4G EF. ks% 26 ROUTE 3/4 CONDUIT WITH PULL CORD FROM DIVERTER c Ili,--;p: Z VALVE CONTROL PANEL TO DIVERTER SUMP. ' , ::1'1a 0 D COORDINATED EXACT LOCATION OF DIVERTER SUMP WITH CIVIL SITE PLANS * 36 PROVIDE POWER CONNECTION TO RADIANT HEATER CONTROLLER. I EXPIRES: 06 /30/08 I A FLOOR PLAN - POWER /SIGNAL INTERFACE ENGINEERING y�UU E3.1 pEY610MM 1 Br Consulting Engineers Contact TVF STATION 50 KEN SPENCER 708 SW 3rd St, Ste. 400 DAR Portland, OR 97204 2-7_08 Project: 503.382.2266 OFFICE s+� 2007 -0432 503.3822262 Fax RE -03 MECHANICAL EQUIPMENT CONNECTION SCHEDULE vn us W E . ITEM DESCHIPTI3N LCCAMON PHASE LOAD MOW COMMIT CIRCUIT EF -1 EXHAUST FAN APPARATUS BAY 208/3 3/4 HP 20 203 2A- 3,5,7. EF-2 EXHAUST FAN TOILET 102 120/1 100 W 20 202 2A-9. EF-3 EXHAUST FAN LAUNDRY. 109 120/1 100 W 20 202 2A -9. EF-4 EXHAUST FAN LAUNDRY 109 120/1 100 W 20 202 2A-9. 1. FC -1 FAN COIL WAY ROOM 208/1 1 MCA 20 202 2581 -1.3. FC-2 FAN COIL DORMS 208/1 1 MCA 20 202 2581 -5,7. FC-3 FAN COIL OFFICE 121 208/1 1 MCA 20 202 2581 -9.11. FC-4 FAN COIL COMMUNITY RM 208/1 1 MCA 20 202 2583 -1,3. FC-5 FAN COIL EXERCISE 129 208/1 1 MCA 20 202 2583 -5,7. FC -8 FAN COIL FLEX 208/1 1 MCA 20 202 2581 - 13,15. FC -7 FAN COIL LOCKERS 113 208/1 1 MCA 20 202 2561- 17.19. FC-8 FAN COIL COMM. 125 208/1 1 MCA 20 202 2581- 21.23. HP-1 HEAT PUMP OUTSIDE N.E. DID 208/3 18.7 KW 100 853 2S81- 25,27,29 VP-1 RADIANT VACUUM PUMPS APPARATUS BAY 120/1 15 MCA 20 202 2562 -19. RB-1 RADIANT BURNER APPARATUS BAY 120/1 0.30 MCA 20 202 2S82 -21. R8 -2 RADIANT BURNER APPARATUS BAY 120/1 0.30 MCA 20 202 2S82-21. > R8-3 RADIANT BURNER APPARATUS BAY 120/1 0.30 MCA 20 202 2582 -21. w RB-4 RADIANT BURNER APPARATUS BAY 120/1 0.30 MCA 20 202 2582-21. A '^ iti'—•, .- sT. 1.. 20 - EWH-2 ELECTRIC WALL HEATER STOWAGE 128 208/1 2 KW 20 202 2C -9.11. HRU-1 HEAT RECOVERY UNIT LOCKERS 113 208/1 6 MCA 20 202 2A- 19,21. HRU-2 HEAT RECOVERY UNIT LOBBY 131 208/1 2 1/2 MCA 20 202 2C- 13,15. PC-1 AIR COMPRESSOR SHOP 127 208/1 5 HP 60 402 2C -2.4. CEPBRAL MECHANICAL EOUFMENT COMECTION SCHEDULE NOTES A. THE ABOVE INFORMATION IS FOR A SPECIFIC MANUFACTURER. THE ACTUAL MANUFACTURER FOR THE EQUIPMENT MAY BE DIFFERENT. COORDINATE WITH MECHANICAL EQUIPMENT SUBMITTALS FOR ACTUAL LOADS AND OVER CURRENT PROTECTION REQUIREMENTS PRIOR TO INSTALLATION OF WIRING. , B. MOCP - WX MUM OVER CURRENT PROTECTION. MCA - MINIMUM CIRCUIT AMPACITY. MECHANICAL EOUPIAIENT COMECTION NOTES ■') �� Nf A 4, i 1. INTERLOCK WITH DRYER O C9 . Z . -;P: Z COPPEFI FEEDER SCHEDULE E V .: i , . l' VPCI L . {.. / 202 2 #12 CU THWN, 1 #12 CU GND., IN 1/2 C. N.e2 03 3 #12 CU THWN. 1 #12 CU CND, IN 1/2' C ) l; 13, 402 2 #8 CU THWN. 1 #10 CU GND., IN 3/4' C. H w . 853 3 #3 CU "MINN, 1 18 CU GND, IN 1 -1/4' C. I EXPIRES:06 /30/08 I MECHAN SCHEDULE � tirrs NTERFACE ENGINEERING our Emma E5 rIEYLSION111 1 sou AD19T Consulting Engineers TVF&R STATION 50 DECKED Ms Contact: BY KEN SPENCER 708 SW 3rd St., Ste. 400 DATE Portland, OR 97204 2'7'08 Project: 503.382.2266 OFT MELT III IC 2007 -0432 503.382.2262 FM RE-04 I i ,, • to '' • TAPOUT SYSTEM SEQUENCE OF OPERATION NOTES THIS DETAIL 1. PAGER SIGNAL. RADIO MAL. OR MANUAL DISPATCH SIGNAL 0 LOCATE DEFACE N COOL MK COORDNATL EXACT 10 NRIATE SYSRY. TOES WE GENERATED MD RECDIOD IRON DISPATCH LOCATION M1H OEM PRIOR 10 ROUG$ -01. MB GENERATED BY DISPATCH ARE AMBULANCE AND BAST ALAIOL LPN Ac1WATTO& 2 DOME IN OFFICE 121. COORDNATE EXACT • ENERGIZE LIGHTS N )IMLWA ROOMS O LOCATION LOCATE DE unn OMER PRIOR 10 ROUGH-IN. • DOAG� Lens N HALLWAY • DO NDE AUDIBLE SISIALNO DEVICES. FUSE PER 3 OVIDE YANUJFACTURER AEG1 18 • GAS MINE. WGC, ElEO1f0O RANGE. RIND COUNTERTOP RECEPTACLES 006.1). O PR ATE SUE VITH ENIPYENT SUPPLER PRIOR 10 m RONGHGL • DE -DiRG� BARBECUE EaIPE017 ' 2. ANNUNCIATE TOE OVER SPENCERS. THEN LOCKOUT TOE AND ANNUNCIATE RADIO RADIO DISPATCH OMR SANE 9PEAXOtS AU. OTHER PAODIO 10 BC Loa= DINT NOTED %HEN TAPOUT IS ENGAGED. COORDINATE INTERCONNECTION OF TAPOUT CONTROL= 1. SOLDEOD VALVES ARE TO ALLOW OAS TO Roo IOQN POSER IS AND PAWS EOWMDIT SUPPLIER. WE VALVE CLOSES NACU POIIER' IS APPLIED. 2. UPON SIGNAL 'RCN PAGER MAY BASE. CONTACTORS CMAME . 3. UGH1S TO MANN DIEM= WILL ST41E11 IS MANUALLY RESET OR AUTOMATIONLY RESIT. STATE. DNING= OAS SOLENOD VALVES (10 STOP FLOW Cr GAS) MD DICO4NECT POSER 10 MOOT DUPLEX RECEPTACLE4. 4. AU. KITCHEN EOJPIIDIT TO REMAIN DE-DIERGIZED UNTIL STEEN IS 'MICA/LT RESET. 3. AU. EOUPYDIT RESETS UPON ACTUATOR OF LOCAL 'RESET' 5. RESET SYS=D1 VIA PUSHBUTTON STATICMIIIEINAL TOCC TIMER. PUSHBUTTON ONE BUTTON PR AREA (BARBECUE AND 510100: • PROVIDE A • PUSH- BUTTON STARCH WIN RED G TO MUSHROOM HEAD OPERATOR PAIOl80MlD PROVIDE CAUTION SON AEON N (2581-42.) PUSH-OIL _ PUSH - BUTTON TO READ 'TURN OFF BARBECUE BEFORE ACTIVATING 1 I � _O 120V BARBECUE HP POIRL e I 0\ COL IDOL ti I 0 • OAS BASE RADIO 50.D40 Q •, o ' P NDSOATD • • BARBECUE - I I (2581 -42 ) ND I I GAS NIASUAL T AL INITIATION P BUTTEEN T STAiron 111114 RED PUSH- BUTTON I I • wsHROOM HEAD OPERATOR E PROMOS TTON 1 sIGI NDV I® V BEFORE E ACI *TU RD READ J , Nre .,...■ MECHANICALLY HID ll CONTACTOR. COORDINATE � COL VOLTAGE. I I Q DOWNIER OUTLETS 0 0 24-12. RANG- COUNTER OUTLETS • 24-14. • 2982 -17. I I GAS - ID • ONNTER OUnE18 • 0 2A-16. Q O I I • ' ELECTRIC OVEN o • 24-4 (2581 -42.) - ELECTRIC OWN 0 III 0 2A-6. 0�� T .. �� H CEtGNiRY N O I n - -- �IADENOD 1 1 -PROMDE INITIAL START-UP AND - PROVIDE PRODUCT DONIONTAIION. DIGITAL ME CLOCK ' FA 24 HOUR. 7 DAY • INTERIOR SPEAIOR SOON 00 NTH EXTERIOR O SPEAIGER men mammal A- =: i..• 8YS1F]I ® IRE CLOCK • • TELEPHONE SWIM Mill O J 2SBI -16. I I DONH ROOM LOT. 25111 -18. I I CONDOR LOT. • 2581 -22: I I APP. BAY LIGHTS 21181 -24. I I APP. BAY MO LIGHTING CONTROL PANEL 3 TAP OUT DIAGRAM NWT AU. MOUNTING AND O CIATNO RENBDENTS ENPMDIT EG PRIOR TO SUPPU ROUGH.-11/ • • • SD PROF � . N GINf. , ss i i i C ' � Z a CT . � INTER FACE ENGINEERIN T AP -OUT DIAGRAM SCALE • •� SHEET Rum= REVISpN IRIIt 1 DRAT 9T N e ; ;;; 13".{../ 3 S �i Contact: C En gineer s TVF&R STATION 50 HKE MWS DECKED BY • N W• S KEN SPENCER 708 SW 3rd St., Ste. 400 BATE I EXPIRES: 06/30/08 I Portland, OR 97204 • 2 -7 -08 503.382.2266 OrFHCE RE-05 SIZET N N W 2 2007 -0432 503.382.2262 FAx • • • .. i i r 24 VOLT P.S. SLOT 00 SLOT 01 SLOT 02 SLOT 03 SLOT 04 SLOT OS SLOT 08 SLOT 07 I LK201 1M212 0C221 0C221 0D215 0D215 SP001 SP001 - CN2 CN2 CS1 OMRON PROGRAMMABLE CONTROLLER CN1 CN2 CN1 CN2 CPU01 — 7 T OUTPUT BLOCK A OUTPUT BLOCK B — G7TC-0C16 8 —y 0016 G7TC-0C16 8 8 iii s"bsi ItIt�Laa> IT'&1tax 8 p 2 p 2 � M VII , SSS��V�V�Vj g i l i 9 Z 1 1 1 1 1 — 1 2 2 p W , N W 2222 8 9 98288988o- N W 4. N 8998288988o- N W+ N 8 808828898gOg3 2 a OUTPUT BLOCK C OUTPUT BLOCK D — G7TC -0C16 — G7TC -0C16 89282 8 8 S 8 8 O- N W.4 N 8 s 2 8 2 8 8 S 880— N W.4 N 8 9 28288288g 2 2 2 2 2 8 2 2C288 9 8 8 o 2 2 2 c RELAYS SPST —NO P/N G7T -11125 24VDC RELAYS SPST —NC P/N G7T -1012S 24VDC OMRON EQUIPMENT CS D383N a8 ENCLOSURE 1 1 EA CS1 PROGRAMMABLE CONTROLLER CS D38 1 EA C200H —ME831 8K 1 EA 8 SLOT RACK (HOFFMAN BACK PANEL I 1 EA RS232C LINK �� 2 EA 8 POINT OUTPUT RELAY MODULE 1 EA 18 POINT INPUT MODULE 2 EA 32 POINT OUTPUT MODULE 2 EA BLANK SPACER 4 EA 18 POINT OUTPUT RELAY MODULE 4 EA G79 -100C 100 CENTIMETER LONG CABLE 4 TAP —OUT CONTROLLER ELEVATION 24 EA G 4 POINT TERMINAL JUMPER 1.3A 1 EA SB2K- 03024PS AC 100VDC 24V 1.3A NO ICAL! a& � ��ED PROF ' s GI Nf. S O ' ' ..T___ TAP -OUT CONTROLLER ELEVATION SCALE INTER FACE ENGINEERING . E4.4 REVISION NM1 DAWN Nis *stO:t �v Consulting Engineers a EE MWS TVF&R TATI N Contact; S 0 50 KS W• 5 KEN SPENCER 708 SW 3rd St, Ste. 400 PATE I EXPIRES: 06/30/08 I Project: Portland, 97204 2-7-08 OM NUM RE D 503.382.22626 6 OMCE 2007 -0432 503.382.2262 FAX iil r 1 / ELECTRICAL SYMBOL LIST SQUARE D 30MM MOMENTARY _ • • RED MUSHROOM HEAD 1, PUSH — BUTTON OR EQUAL STROBE LIGHT: n EDWARD 102TBS —G1 BASE, 102LM —G LENS WITH 102LS —ST —G1 STROBE. 0 ® OMRON H3CR AS TIMER (1 HOUR) OR EQUAL ASCO ELECTRICALLY ACTUATED im TWO —WAY VALVE 24VOLT OPERATION, NORMALLY CLOSED OR EQUAL ilF 50VA 120VAC -24VDC TRANSFORMER —I F— NORMALLY OPEN CONTACTOR 1 STORM + SEWAGE DIVER CONTROL DIAGRAM NO SCALE r ��00 PROF- co � S. g 13 I EXPIRES:06 /30/08 I DIVERTER CONTROL DIAGRAM SCALE � INTERFACE ENGINEERING 9ELTIIFtEr eE4.4 �v1CUcurt1 DRAIN Consulting Engineers TVF&R STATION 50 �s BY Contact: O a IN KEN SPENCER 708 SW 3rd St. Ste. 400 DAN Portland, OR 97204 2-7-08 Project: 503.382.2266 OFFICE 2007 -0432 503.382.2262 r 7