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HomeMy WebLinkAboutPrava Construction Services Inc; 2015-07-20; PWS15-87FAC - Add 2CARLSBAD Contract Administration www.carlsbadca.gov May 1,2015 ADDENDUM NO. 2 RE: LIBRARY RENOVATION PROJECT, BID NO. PWS15-87FAC Please include this addendum in the Notice to Bidders/Request for Bids you have for the above project. **********linr»rkrtan* M/xfae******^ Important Notes* THE BID SUBMITTAL DEADLINE HAS BEEN CHANGED TO THURSDAY MAY 28. 2015. DUE TIME REMAINS "BEFORE 2:00 PM". The documents in this addendum are available in electronic form only. They can be obtained through the City of Carlsbad web site at www.carlsbadca.gov. This page—receipt acknowledged—must be included in your bid when your bid is submitted. Sr. Contract Administrator I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 2 Bidder's Signature 1635 Faraday Avenue, Carlsbad. CA 92008-7314 T 760-602-4677 F 760-602-8562 ® Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 1 The following drawings and project manual sections have been modified. See narrative below for description. Selected drawings from the narrative list below are issued in the bid addendum as noted and as provided in the Exhibits. A. DRAWING REVISIONS – EXHIBIT ARCHITECTURAL: DOVE LIBRARY: Sheet A0.1 Sheet Index: This sheet is issued in Bid Addendum 2 1. Added A/V sheets to Index Sheet A1.1-1 Sheet Index: 1. Revised Keynote 47 to reference T.B. Penick and Sons, Inc. for Lithocrete mix information. P: 800-239-3046 Sheet A4.2-1 Enlarged Second Floor Plan Area - B: This sheet is issued in Bid Addendum 2 1. Revised north wall and wall tags of Rm 230 2. Added Keynote 161 Sheet A4.3-1 Enlarged Room Plans: This sheet is issued in Bid Addendum 2 1. Revised north wall and wall dimensions of Rm 230 Sheet A4.3-2 Enlarged Room Plans: This sheet is issued in Bid Addendum 2 1. Revised Keynote 160 2. Added handrails to raked floor 3. Added Keynote 162 4. Revised existing wall on western wall of platform 5. Tagged new walls on east and west sides of platform 6. Revised extent of platform arc Sheet A5.1-2 Interior Elevations: This sheet is issued in Bid Addendum 2 1. Tagged all new acoustic panels with Keynote 444 in 4/A5.1-2 2. Revised Keynote 444 3. Added handrails to 1/A5.1-2 4. Added Keynote 473 Sheet A5.1-3 Interior Elevations: This sheet is issued in Bid Addendum 2 1. Tagged all existing acoustic panels with Keynote 443 in 2/A5.1-3 2. Revised Keynote 444 3. Added handrails to 1/A5.1-3 4. Added Keynote 473 Sheet A5.2-2 Interior Elevations: This sheet is issued in Bid Addendum 2 1. Revised Screen in 2/A5.2-2 2. Moved and resized Whiteboard and Tackboard from 2/A5.2-2 to 5/A5.2-2 Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 2 3. Added new electrical raceway to 5 & 3/A5.2-2 4. Added Keynotes 161 and 434 5. Modified wall in 2/A5.2-2 Sheet A6.0-2 Second Floor Demo Reflected Ceiling Plan: 1. Demo entire existing ceiling in Rm. 220 Sheet A9.2-1 Interior Ceiling Details: 1. Remove ‘AXIOM’ from notes in 11/A9.2-1 Sheet A9.2-2 Auditorium Curtain Details: This sheet is issued in Bid Addendum 2 1. Removed 4/A9.2-2 2. Revised Keynotes 160, 538, 539, 3. Added Keynotes 545, D117 4. Added dashed representation of wall demolition in 3/A9.2-2 Sheet A9.4-2 Interior Auditorium Details: 1. Revised Keynote 160 Sheet A9.5 Interior Flooring Transition Details: 1. Alum. Threshold in 9/A9.5 should be ½” high MAX with 1:2 slope MAX Sheets A10.1-1 and A10.2-1 First & Second Floor Shelving and Furniture Plans NIC: 1. Shelving work is not NIC. STRUCTURAL: COLE LIBRARY: SK-1 – Head/Sill support detail for new second floor exterior staff windows SK-2 – Head/Sill support detail for new second floor exterior staff windows MECHANICAL: DOVE LIBRARY: Sheet M3.13 First Floor Renovation - Enlarged Plan Area C: This sheet is issued in Bid Addendum 2 2. Revised ducts at Auditorium 130 Sheet M3.21 Second Floor Renovation - Enlarged Plan Area B: This sheet is issued in Bid Addendum 2 1. Revised diffusers at group study rooms. COLE LIBRARY: Sheet M3.10 First Floor Renovation: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 3 1. Revision of ductwork layout due to relocation of Sr. Office Specialist and Supervisor’s Office 2. Revision of ductwork layout due to relocation of Reception and Sorting rooms PLUMBING: DOVE LIBRARY: Sheet P0.1 Legend, Notes, and Abbreviations: This sheet is issued in Bid Addendum 2 1. Revised plumbing material notes and project notes. Sheet P0.2 Plumbing Schedules: This sheet is issued in Bid Addendum 2 1. Revised gas riser diagram. Sheet P2.1 First Floor Renovation Plan: This sheet is issued in Bid Addendum 2 1. Revised sheet note 14. 2. Revised gas line for patio fireplace. ELECTRICAL AND TELECOM: DOVE LIBRARY: Sheet E0.9 Panel Schedules: This sheet is issued in Bid Addendum 2 1. Revised panel LG schedule. Panel will be new panelboard with 54 circuits instead of existing to be reused Sheet E0.11 Lighting Fixture Schedule: This sheet is issued in Bid Addendum 2 1. Revised Type F fixture voltage from 277V to universal Sheet E4.1-2 Enlarged First Floor Plan Area B: This sheet is issued in Bid Addendum 2 1. Revised General note 2. 2. Added mounting heights for digital signage 3. Add RG6 Coaxial cable, single run, home run from new data faceplate from gridline D/7 to MDF in Rm 109 (not shown in drawings) Sheet E4.1-3 Enlarged First Floor Area C - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised General note 2. 2. Deleted receptacle outlets for A/V system on this sheet. See E4.1-5 and E4.1-6 Sheet E4.1-4 Enlarged First Floor Area D - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised General note 2. 2. Added mounting heights for power and data. 3. Added existing switchboard MSB andMDPL 4. Added new receptacles and data for digital signage by gridline D/6 and E/5.5 Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 4 Sheet E4.1-5 Enlarged First Floor Area D - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised power at Auditorium for A/V system. 2. Revised Sheet notes. 3. Revised General Notes Sheet E4.2-1 Second Floor Area B - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised General notes. 2. Added mounting heights for power and data. Sheet E6.1-4 Enlarged First Floor Reflected Ceiling Area C – Renovation Lighting Plan - AV System Plan: This sheet is issued in Bid Addendum 2 1. Revised Sheet notes Sheet E6.1-5 Enlarged First Floor Reflected Ceiling Area D– Renovation Lighting Plan: This sheet is issued in Bid Addendum 2 3. Revised lighting layouts in Rm 144 and 145 Sheet E6.1-4 Enlarged First Floor Reflected Ceiling - Area C - Renovation Lighting Plan: This sheet is issued in Bid Addendum 2 1. Revised sheet note 6. Sheet E6.1-5 Enlarged First Floor Reflected Ceiling - Area D - Renovation Lighting Plan: This sheet is issued in Bid Addendum 2 1. Revised lighting at Group Study Rooms. COLE LIBRARY: Sheet E3.10 First Floor Renovation Plan Low Lighting: 1. Revised lighting at Group Study Rooms. Sheet E3.12 First Floor Renovation Plan Power: 1. Added General note 2 for contractor to coordinate actual location and mounting of devices with architectural floor plans and interior elevations prior to rough-in 2. Added floor mounted receptacle outlet for digital signage in column C/2 Sheet E3.13 First Floor Renovation Plan Signal: 1. Added General note 2 for contractor to coordinate actual location and mounting of devices with architectural floor plans and interior elevations prior to rough-in 2. Added data outlet mounting height (+60”) for digital signage 3. Added floor mounted data outlet for digital signage in column C/2 AUDIO VISUAL (AV): DOVE LIBRARY: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 5 Sheet AV-000 Cover Sheet Sheet AV-1.01 Audio Visual Floor Plan Sheet AV-1.02 Audio Visual Ceiling Plan Sheet AV-1.03 Audio Visual Existing J-Boxes and Location Sheet AV-6.01 Audio Visual Rear Projection Screen Sheet L-1.00 Lighting Modification Notes & Box Schedule Sheet L-1.01 Lighting Modification Floor Plan Sheet L-1.02 Lighting Modification Ceiling Plan Sheet TL.001 Light Dimming and Control Provided by MPA Lighting Sheet TL.002 Lighting Control Equipment Layout Elevation Provided by MPA Lighting B. PROJECT MANUAL REVISIONS; Reference Exhibit E, F and G: Dove Library Project Manual: Section 057300, Decorative Metal Railings, has been added to the Project Manual Section 098420, Acoustical Wall Panels, has been added to the Project Manual Section 142020, Wheelchair Lift, has been added to the Project Manual The Dove Library Project Manual Table of Contents has been updated to reflect these changes. C. BID QUESTIONS: Question: Please consider defining a specific dollar amount for each Bidder to carry for Contingency/Allowance to specifically cover unforeseen or “not reasonably inferable” x-ray and rework issues so that some Bidders do not carry too much while others carry little or none at all. A defined Contingency/Allowance could be subject to Owner-reviewed use. Any savings could be returned or shared at the end of the Project. Just a thought to keep all Bidders at the same level and to minimize potential change order request disputes later. As an example, an “X-ray” Allowance could help ensure that the City of Carlsbad only pays the actual cost of the expensive X-ray costs. Response: The City agrees to a $20,000 allowance for unforeseen or not reasonably inferable conditions. All bidders shall include this allowance in their bid. Question: Please reference Dove Library sheet A9.2-2 Auditorium Curtain Details. Are the curtains, track and 2’ deep storage shelving by Others? If not, then please provide specifications. Response: Curtain is by others. Track, storage shelving is in the GC bid. Question: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 6 At Dove Library, the ceiling demolition drawings do not line up with an overlay of the new ceiling drawings. Please clarify the extent of both ceiling demolition and new ceilings. Response: The ceiling demolition drawings and ceiling drawings in Dove Library have been revised and reissued in Bid Addendum 1. Question: At Dove Library, please reference Keynote 127 Childrens Entry “Portal” Element on Sheet A4.1-2 and Keynote 450 Childrens Entry “Portal” Element on Sheet A5.1-1. Please provide a detail for the Childrens Entry Portal Element or confirm that it is existing or by others. Response: Way finding signage is by others. Questions: 1. Will the “protection” be from dust only, or protection from liquids, falling objects or even localized fire? Response: Protect from construction activities. If you cause the fire, you are responsible for the damage. Builders Risk insurance is required and the limits are defined in this Addendum as Exhibit D. 2. Please specify the protection system to be used by layers (e.g. PROTECTION APPLICATION: completely plastic wrap the shelves in two layers, then cover top, bottom and sides with furniture-moving blankets, then completely wrap in plastic again; PROTECTION REMOVAL: remove/wipe away dust on outer plastic wrap, final clean surrounding area, remove furniture-moving blankets, remove/wipe away dust on inner plastic wrap, remove inner plastic wrap). Response: Protect to the level necessary to avoid damage. 3. Please provide sketches indicating the locations (a) where both shelving and books will remain, (b) where shelving and books will be removed and (c) where shelving only will remain. Response: This Addendum will provide Phasing Plans for Dove library (Exhibit A). Cole Library will not have any books remaining during construction. For both libraries, some shelving will remain and will require temporary protection. The Addendum #1 drawings for both libraries show what shelves will remain, what shelves will be removed/relocated and which shelves must be demolished. Questions: Please review the following work items and clarify the work scope indicated in the drawings that will not be performed by the selected Contractor including any other work scope not listed below: 1. Parking lot repairs. (Pre-Bid Meeting verbal direction NIC, so NO BID) Response: Confirmed. 2. Exterior painting. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID) Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 7 Response: Confirmed 3. Exterior improvements (at Dove only). (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID) Response: Exterior improvements shown on the bid set are included in the GC bid. 4. Interior signage. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. INDICATED in GC RFP Drawings/Specs, so YES BID per RFI Response) Response: Interior signage is limited to code signage as shown on the bid documents. 5. Exterior signage. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Minimal locations in GC RFP Drawings, so YES BID as shown ) Response: Exterior signage is limited to code signage as shown on the bid documents. 6. Monument signage. (Not indicated in GC RFP, so NO BID) Response: Confirmed, monument signage is not in GC scope of work. 7. Roofing systems. (DOVE: 1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID); (COLE: 1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Per GC RFP Drawings patching required and sections indicated BUR, 4. Per GC RFP Specifications BUR is required, so YES BID per RFI Response) Response: Roofing work shown on the bid documents are required. 8. Elevator system. (1. Pre-Bid Meeting verbal direction NIC, 2. Specification Table of Contents Conveying Systems is Not Used, so NO BID) Response: Confirmed, elevator cab, controls, machinery, and accessories are O.F.O.I. Revise Addendum 1 Narrative page 6 regarding the Elevator to O.F.O.I, not O.F.C.I. Contractor is responsible for coordinating the work and installing the hoist and lifeline beams provided by the elevator manufacturer. 9. HVAC systems. (1. Per schedule DOVE HVAC by Others NIC, 2. Per RFQ HVAC by Others NIC, 3. INDICATED in GC RFP drawings but not Specs, so YES BID per RFI Response) Response: HVAC systems shown on the bid documents are to be provided by the General Contractor. 10. HVAC duct cleaning. (unless indicated in GC RFP Drawings, otherwise NO BID) Response: New ductwork shall be free of any debris. Existing ductwork cleaning is by others. 11. Photovoltaic systems. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID) Response: Confirmed. 12. Auditorium lighting. (Only as indicated in GC RFP Drawings, so YES BID) Response: Confirmed, contractor to bid auditorium lighting. Light fixtures are N.I.C. 13. Audio Visual systems. (Only as indicated in GC RFP Drawings, so YES BID) Response: Confirmed, contractor to bid audio visual (AV) systems. AV equipment is N.I.C. Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 8 14. CCTV. (YES BID as Alternates F & H) Response: Confirmed, contractor to bid CCTV system as an alternate. Raceway with pull string to each location only. No cabling or equipment is to be included. 15. Access control system. (YES BID per Alternates G & I) Response: Confirmed, contractor to bid access control systems as an alternate. Raceway and pull strings to each location only. No cabling or equipment is to be included. 16. Auditorium seating removal. (1. Indicated in GC RFP Drawings, 2. Pre-bid verbal direction NIC, so NO BID per Pre-Bid Meeting clear direction) Response: Confirmed. The owner will remove all auditorium seating prior to construction. Question: Gas Line Routing Drawing P0.2 Remodel Gas Riser Diagram shows a 1-1/4” gas line routed to a point of connection (POC) at the meter and a POC below grade. The POC below grade and above grade piping routed to the POC near the gas meter is not shown on the drawings. Depending on the run and the route, significant removal and repair work may or may not be required. Please clarify. Response: Delete all exterior natural gas piping work. The fireplace and associated gas piping will be contracted separately. Question: Ground-Penetrating Radar vs. X-Ray Plumbing Sheet P0.1, Project Notes, Existing Concrete Floor (Sawcutting), Note A. calls for X-Ray for all saw-cutting related to plumbing lines under “floor”. Approximately 120 lnft of sawcutting for waste lines and approximately 130 lnft of sawcutting for the underslab gas line outside the building will be required. X-ray services for these distances would be very expensive. As an alternative to X-ray, is the more state-of-the art ground-penetrating radar acceptable due to its time efficiency and lower costs? Response: Ground penetrating radar is acceptable. Question: Pumped Waste from Sump Does the pumped waste line from the sump station run below grade for the entire run or does this line turn vertical and go overhead at grid line G then drop down below grade at grid line E.5? This appears to be the desired intent but no plan notes indicate the routing of overhead pumped waste. Response: Between column lines G and E.5 the pumped waste line is routed overhead to reduce the amount of concrete saw-cutting, trenching etc. Question: Water Heater The Plumbing schedule on sheet P0.2 calls for a 50 gallon water heater. Sheet P2.1 Note 14 calls for a 30 gallon water heater. Is the 30 gallon water heater the desired selection? Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 9 Response: Delete the water heater. Provide all electric, water and drain piping, valves and pressure relief vent piping for a future water heater provided by the Café tenant. Question: ABS Pipe Below Grade Plan page P0.1 Plumbing Materials calls for sanitary waste and vent to be cast iron pipe and fittings for above/below grade waste and vent. Plumbing specification section 221300-4 allows for ABS for sanitary waste and vent above/below grade. Is ABS piping acceptable for sanitary waste and vent above/below grade? Response: ABS piping is acceptable below above and below grade per section 22 13 00. Question: The Georgina Cole Library second floor staff windows shown in elevation 3/A3.2-1 are wider than the maximum 10-1/2 feet wide structural details shown on Sheet S5.1. Please provide structural details to accommodate the load above the second floor staff windows. Response: For all of the new second floor staff exterior windows, new HSS head and sill supports shall be inserted into the existing wall system, spanning from existing column to existing column. See attached sketches SK-1 and SK-2 in Exhibit C. Existing exterior wall studs to be cut to accept the insertion of the window and its HSS supports. Attach cut existing exterior wall studs to top and bottom of HSS with new continuous stud track. Stud tracks to be attached to HSS with powder-driven fasteners at 16” O.C. and at track ends. Questions: Please respond to the following Electrical RFIs: 1. For Dove Library, please verify the location of switchboard “MDPL and panel “DR1” shown on sheet E0.3 as well as “MLB” referred to in note #24 on sheet E4.1-5. Response: “MDPL” is located in main Electric Rm 105. “DR1” will be in Rm 132. The existing drawings are provided as part of this Addendum as Exhibit B. The City does not take any responsibility for the accuracy of the existing plans. 2. For Dove Library, please identify the manufacturer of Switchboard “MDPL” on sheet E0.3. Response: They are assumed to be Siemans. 3. For both libraries, please confirm the additive alternate pricing for the door access controls is to include the work shown on sheet E0.17 / 1,2 (Dove Library, typical for both libraries) as well as the related work shown on the floor plans. Response: Contractor to bid CCTV and Access Control systems as an alternate. Raceway with pull string to each location only. No cabling or equipment is to be included 4. For Dove Library pricing purposes, can we assume the future security panel will reside in the MDF room? Response: Yes Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 10 Question: Keynote D13 (R) Pavers on Dove Library Sheet A1.0-1 indicates an area approximately twice as large as the actual concrete walk area at this location. C.W. Driver will price removal of the actual concrete pavement at this area rather than the larger area indicating “paver” removal. Response: D13 changed in Addendum 1 to remove concrete sidewalk. Questions: 1. Dove Library page A5.1-2 interior elevations calls for item 444 acoustic wall panels but does not list it as E for Existing and there are no specifications for acoustic wall panels. Please clarify if new acoustic wall panels are to be installed and if so please supply a specification. Response: New acoustical wall panels are required as shown in the Auditorium elevations. The specification for these panels is shown in Exhibit E of this addendum. 2. Dove Library RCP pages show new ceilings as 2’x4’ but the specifications for both Libraries are identical and do not list a 2’x4’ ceiling grid and tile material. Please specify the 2’x4’ material to be installed at the new ceilings at Dove Library. Response: 2’ x 4’ acoustical tile shall be as specified in Specification 095123. 3. Please confirm that everything listed in the elevation pages with the Letter E in front of it is existing and no work will be required at these areas unless otherwise noted. Response: This question must be more specific before an answer can be provided. Question: For Dove Library, please provide wall types and heights for the stair walls at the raised platform of the Auditorium #130. See detail 1/A4.3-2 and then 1/A9.4-2. Response: This is not a wall, it is a structural foundation. Question: Finishes at Dove Library areas 146 Café and 147 Storage are TBD. Should all bidders include pre-determined allowances for these finishes or exclude these finishes? Response: Provide only the work shown on the documents. Finish of the cafe and storage will be by future tenant. Question: The Cole Library demolition drawings do not indicated concrete saw-cutting or demolition at the existing Atrium first floor. Detail A/S-2.1 indicates an Atrium opening oversized to accommodate two new footings for the new tube steel columns at the south side of the existing Atrium. Please confirm the following: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 11 1. The existing Atrium concrete floor must be saw-cut to the oversized dimensions indicated on A/S-2.1. 2. The saw-cut Atrium concrete slab must be removed. 3. The existing two (2) footings on the south side of the Atrium must be removed and may not be re-used. Response: Demolition drawings have been revised to clarify atrium concrete removal. See Bid Addendum 1. Question: Is Draper Inc’s, roller shade a permissible manufacturer? Response: All substitution requests must follow the procedures listed in the specifications. Question: During the Pre-Bid Meeting at Dove Library, we reviewed the Expansion Joint Cover Assembly (EJ) slightly east of Gridline E.5. Apparently this EJ must be reworked and additional EJ must be installed at the new wall separating Room 142A FOL Storage from Room 142 Friends. Please clarify with drawings as necessary including any EJ work required elsewhere. Response: Corrected in Addendum 1. D. Other Changes to the Bid Documents 1. The Dove Library work shall be conducted in three (3) phases. Exhibit A includes plans that show the phasing plan. The Contractor is responsible for providing temporary partitions and door blocks to prevent unauthorized entry and to prevent dust migration. The Children’s Library will remain open to the public during the first two phases. This area is served by a separate air handling unit. Staff will have access to the work spaces at all times shown on the phasing plan. Building systems (cooling, heating, electrical, lighting, etc.) must remain intact during construction. All service interruptions must occur after hours. 2. Existing drawings of each library are provided for reference only in Exhibit B. The City accepts no responsibility for the accuracy of these plans. 3. Revised electrical and Architectural plans are included in Exhibit C to reflect changes to the AV requirements in the auditorium and group study rooms. 4. Builder’s Risk insurance has been added to the Insurance Requirements of this project. Reference Exhibit D for limits of coverage. 5. To meet ADA rules, a hand railing has been added to the aisle in the auditorium. Exhibit F provides a specification for this railing. 6. The auditorium has an accessible lift to the stage. Exhibit G provides a specification for this lift. 7. Questions for this project can no longer be accepted. Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 12 8. Revise General Provisions, Section 6.1 Schedule to include requirement for the General Contractor to facilitate Pull Planning sessions to comply with the Last Planner System®. A centralized location will be determined by the contractor and city to host the pull planning sessions. The contractor will ensure that all relevant sub-contractors will attend the pull planning sessions. The initial session will be a comprehensive evaluation of the milestone events and dates. Subsequent sessions (every 2 weeks) will provide detailed, daily activities for the duration of the project. Planned Percent Complete (PPC) calculations will be measured and tracked. 9. A recent survey of hazardous materials was conducted for the Cole Library. Several abatement efforts have occurred over the years and the City wanted to be certain of the results of prior efforts. As a result, the survey discovered relatively small amounts of asbestos in mastics which during removal, must be abated. All of the ACM is non-friable in its current condition. Lead Containing Surfaces were discovered in some stair and railing paint in non-public stairwells. A comprehensive report of the investigation and findings is included in Exhibit H. E. Exhibits Exhibit A – Phasing Plans for Dove Exhibit B.1 – Existing Drawings Dove Library – FOR REFERENCE ONLY Exhibit B.2 – Existing Drawings Cole Library – FOR REFERENCE ONLY Exhibit C.1 – Dove Revised plans as defined in Section A of this Narrative Exhibit C.2 – Cole revised plans as defined in Section A of this Narrative Exhibit D – Builder’s Risk Insurance Requirements Exhibit E – Specification for acoustical wall panels in Auditorium Exhibit F – Specification for railing in auditorium Exhibit G – Specification for accessible lift – auditorium stage Exhibit H – Asbestos Report for Cole END OF NARRATIVE Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 1 The following drawings and project manual sections have been modified. See narrative below for description. Selected drawings from the narrative list below are issued in the bid addendum as noted and as provided in the Exhibits. A. DRAWING REVISIONS – EXHIBIT ARCHITECTURAL: DOVE LIBRARY: Sheet A0.1 Sheet Index: This sheet is issued in Bid Addendum 2 1. Added A/V sheets to Index Sheet A1.1-1 Sheet Index: 1. Revised Keynote 47 to reference T.B. Penick and Sons, Inc. for Lithocrete mix information. P: 800-239-3046 Sheet A4.2-1 Enlarged Second Floor Plan Area - B: This sheet is issued in Bid Addendum 2 1. Revised north wall and wall tags of Rm 230 2. Added Keynote 161 Sheet A4.3-1 Enlarged Room Plans: This sheet is issued in Bid Addendum 2 1. Revised north wall and wall dimensions of Rm 230 Sheet A4.3-2 Enlarged Room Plans: This sheet is issued in Bid Addendum 2 1. Revised Keynote 160 2. Added handrails to raked floor 3. Added Keynote 162 4. Revised existing wall on western wall of platform 5. Tagged new walls on east and west sides of platform 6. Revised extent of platform arc Sheet A5.1-2 Interior Elevations: This sheet is issued in Bid Addendum 2 1. Tagged all new acoustic panels with Keynote 444 in 4/A5.1-2 2. Revised Keynote 444 3. Added handrails to 1/A5.1-2 4. Added Keynote 473 Sheet A5.1-3 Interior Elevations: This sheet is issued in Bid Addendum 2 1. Tagged all existing acoustic panels with Keynote 443 in 2/A5.1-3 2. Revised Keynote 444 3. Added handrails to 1/A5.1-3 4. Added Keynote 473 Sheet A5.2-2 Interior Elevations: This sheet is issued in Bid Addendum 2 1. Revised Screen in 2/A5.2-2 2. Moved and resized Whiteboard and Tackboard from 2/A5.2-2 to 5/A5.2-2 Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 2 3. Added new electrical raceway to 5 & 3/A5.2-2 4. Added Keynotes 161 and 434 5. Modified wall in 2/A5.2-2 Sheet A6.0-2 Second Floor Demo Reflected Ceiling Plan: 1. Demo entire existing ceiling in Rm. 220 Sheet A9.2-1 Interior Ceiling Details: 1. Remove ‘AXIOM’ from notes in 11/A9.2-1 Sheet A9.2-2 Auditorium Curtain Details: This sheet is issued in Bid Addendum 2 1. Removed 4/A9.2-2 2. Revised Keynotes 160, 538, 539, 3. Added Keynotes 545, D117 4. Added dashed representation of wall demolition in 3/A9.2-2 Sheet A9.4-2 Interior Auditorium Details: 1. Revised Keynote 160 Sheet A9.5 Interior Flooring Transition Details: 1. Alum. Threshold in 9/A9.5 should be ½” high MAX with 1:2 slope MAX Sheets A10.1-1 and A10.2-1 First & Second Floor Shelving and Furniture Plans NIC: 1. Shelving work is not NIC. STRUCTURAL: COLE LIBRARY: SK-1 – Head/Sill support detail for new second floor exterior staff windows SK-2 – Head/Sill support detail for new second floor exterior staff windows MECHANICAL: DOVE LIBRARY: Sheet M3.13 First Floor Renovation - Enlarged Plan Area C: This sheet is issued in Bid Addendum 2 2. Revised ducts at Auditorium 130 Sheet M3.21 Second Floor Renovation - Enlarged Plan Area B: This sheet is issued in Bid Addendum 2 1. Revised diffusers at group study rooms. COLE LIBRARY: Sheet M3.10 First Floor Renovation: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 3 1. Revision of ductwork layout due to relocation of Sr. Office Specialist and Supervisor’s Office 2. Revision of ductwork layout due to relocation of Reception and Sorting rooms PLUMBING: DOVE LIBRARY: Sheet P0.1 Legend, Notes, and Abbreviations: This sheet is issued in Bid Addendum 2 1. Revised plumbing material notes and project notes. Sheet P0.2 Plumbing Schedules: This sheet is issued in Bid Addendum 2 1. Revised gas riser diagram. Sheet P2.1 First Floor Renovation Plan: This sheet is issued in Bid Addendum 2 1. Revised sheet note 14. 2. Revised gas line for patio fireplace. ELECTRICAL AND TELECOM: DOVE LIBRARY: Sheet E0.9 Panel Schedules: This sheet is issued in Bid Addendum 2 1. Revised panel LG schedule. Panel will be new panelboard with 54 circuits instead of existing to be reused Sheet E0.11 Lighting Fixture Schedule: This sheet is issued in Bid Addendum 2 1. Revised Type F fixture voltage from 277V to universal Sheet E4.1-2 Enlarged First Floor Plan Area B: This sheet is issued in Bid Addendum 2 1. Revised General note 2. 2. Added mounting heights for digital signage 3. Add RG6 Coaxial cable, single run, home run from new data faceplate from gridline D/7 to MDF in Rm 109 (not shown in drawings) Sheet E4.1-3 Enlarged First Floor Area C - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised General note 2. 2. Deleted receptacle outlets for A/V system on this sheet. See E4.1-5 and E4.1-6 Sheet E4.1-4 Enlarged First Floor Area D - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised General note 2. 2. Added mounting heights for power and data. 3. Added existing switchboard MSB andMDPL 4. Added new receptacles and data for digital signage by gridline D/6 and E/5.5 Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 4 Sheet E4.1-5 Enlarged First Floor Area D - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised power at Auditorium for A/V system. 2. Revised Sheet notes. 3. Revised General Notes Sheet E4.2-1 Second Floor Area B - Renovation Power and Signal Plan: This sheet is issued in Bid Addendum 2 1. Revised General notes. 2. Added mounting heights for power and data. Sheet E6.1-4 Enlarged First Floor Reflected Ceiling Area C – Renovation Lighting Plan - AV System Plan: This sheet is issued in Bid Addendum 2 1. Revised Sheet notes Sheet E6.1-5 Enlarged First Floor Reflected Ceiling Area D– Renovation Lighting Plan: This sheet is issued in Bid Addendum 2 3. Revised lighting layouts in Rm 144 and 145 Sheet E6.1-4 Enlarged First Floor Reflected Ceiling - Area C - Renovation Lighting Plan: This sheet is issued in Bid Addendum 2 1. Revised sheet note 6. Sheet E6.1-5 Enlarged First Floor Reflected Ceiling - Area D - Renovation Lighting Plan: This sheet is issued in Bid Addendum 2 1. Revised lighting at Group Study Rooms. COLE LIBRARY: Sheet E3.10 First Floor Renovation Plan Low Lighting: 1. Revised lighting at Group Study Rooms. Sheet E3.12 First Floor Renovation Plan Power: 1. Added General note 2 for contractor to coordinate actual location and mounting of devices with architectural floor plans and interior elevations prior to rough-in 2. Added floor mounted receptacle outlet for digital signage in column C/2 Sheet E3.13 First Floor Renovation Plan Signal: 1. Added General note 2 for contractor to coordinate actual location and mounting of devices with architectural floor plans and interior elevations prior to rough-in 2. Added data outlet mounting height (+60”) for digital signage 3. Added floor mounted data outlet for digital signage in column C/2 AUDIO VISUAL (AV): DOVE LIBRARY: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 5 Sheet AV-000 Cover Sheet Sheet AV-1.01 Audio Visual Floor Plan Sheet AV-1.02 Audio Visual Ceiling Plan Sheet AV-1.03 Audio Visual Existing J-Boxes and Location Sheet AV-6.01 Audio Visual Rear Projection Screen Sheet L-1.00 Lighting Modification Notes & Box Schedule Sheet L-1.01 Lighting Modification Floor Plan Sheet L-1.02 Lighting Modification Ceiling Plan Sheet TL.001 Light Dimming and Control Provided by MPA Lighting Sheet TL.002 Lighting Control Equipment Layout Elevation Provided by MPA Lighting B. PROJECT MANUAL REVISIONS; Reference Exhibit E, F and G: Dove Library Project Manual: Section 057300, Decorative Metal Railings, has been added to the Project Manual Section 098420, Acoustical Wall Panels, has been added to the Project Manual Section 142020, Wheelchair Lift, has been added to the Project Manual The Dove Library Project Manual Table of Contents has been updated to reflect these changes. C. BID QUESTIONS: Question: Please consider defining a specific dollar amount for each Bidder to carry for Contingency/Allowance to specifically cover unforeseen or “not reasonably inferable” x-ray and rework issues so that some Bidders do not carry too much while others carry little or none at all. A defined Contingency/Allowance could be subject to Owner-reviewed use. Any savings could be returned or shared at the end of the Project. Just a thought to keep all Bidders at the same level and to minimize potential change order request disputes later. As an example, an “X-ray” Allowance could help ensure that the City of Carlsbad only pays the actual cost of the expensive X-ray costs. Response: The City agrees to a $20,000 allowance for unforeseen or not reasonably inferable conditions. All bidders shall include this allowance in their bid. Question: Please reference Dove Library sheet A9.2-2 Auditorium Curtain Details. Are the curtains, track and 2’ deep storage shelving by Others? If not, then please provide specifications. Response: Curtain is by others. Track, storage shelving is in the GC bid. Question: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 6 At Dove Library, the ceiling demolition drawings do not line up with an overlay of the new ceiling drawings. Please clarify the extent of both ceiling demolition and new ceilings. Response: The ceiling demolition drawings and ceiling drawings in Dove Library have been revised and reissued in Bid Addendum 1. Question: At Dove Library, please reference Keynote 127 Childrens Entry “Portal” Element on Sheet A4.1-2 and Keynote 450 Childrens Entry “Portal” Element on Sheet A5.1-1. Please provide a detail for the Childrens Entry Portal Element or confirm that it is existing or by others. Response: Way finding signage is by others. Questions: 1. Will the “protection” be from dust only, or protection from liquids, falling objects or even localized fire? Response: Protect from construction activities. If you cause the fire, you are responsible for the damage. Builders Risk insurance is required and the limits are defined in this Addendum as Exhibit D. 2. Please specify the protection system to be used by layers (e.g. PROTECTION APPLICATION: completely plastic wrap the shelves in two layers, then cover top, bottom and sides with furniture-moving blankets, then completely wrap in plastic again; PROTECTION REMOVAL: remove/wipe away dust on outer plastic wrap, final clean surrounding area, remove furniture-moving blankets, remove/wipe away dust on inner plastic wrap, remove inner plastic wrap). Response: Protect to the level necessary to avoid damage. 3. Please provide sketches indicating the locations (a) where both shelving and books will remain, (b) where shelving and books will be removed and (c) where shelving only will remain. Response: This Addendum will provide Phasing Plans for Dove library (Exhibit A). Cole Library will not have any books remaining during construction. For both libraries, some shelving will remain and will require temporary protection. The Addendum #1 drawings for both libraries show what shelves will remain, what shelves will be removed/relocated and which shelves must be demolished. Questions: Please review the following work items and clarify the work scope indicated in the drawings that will not be performed by the selected Contractor including any other work scope not listed below: 1. Parking lot repairs. (Pre-Bid Meeting verbal direction NIC, so NO BID) Response: Confirmed. 2. Exterior painting. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID) Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 7 Response: Confirmed 3. Exterior improvements (at Dove only). (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID) Response: Exterior improvements shown on the bid set are included in the GC bid. 4. Interior signage. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. INDICATED in GC RFP Drawings/Specs, so YES BID per RFI Response) Response: Interior signage is limited to code signage as shown on the bid documents. 5. Exterior signage. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Minimal locations in GC RFP Drawings, so YES BID as shown ) Response: Exterior signage is limited to code signage as shown on the bid documents. 6. Monument signage. (Not indicated in GC RFP, so NO BID) Response: Confirmed, monument signage is not in GC scope of work. 7. Roofing systems. (DOVE: 1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID); (COLE: 1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Per GC RFP Drawings patching required and sections indicated BUR, 4. Per GC RFP Specifications BUR is required, so YES BID per RFI Response) Response: Roofing work shown on the bid documents are required. 8. Elevator system. (1. Pre-Bid Meeting verbal direction NIC, 2. Specification Table of Contents Conveying Systems is Not Used, so NO BID) Response: Confirmed, elevator cab, controls, machinery, and accessories are O.F.O.I. Revise Addendum 1 Narrative page 6 regarding the Elevator to O.F.O.I, not O.F.C.I. Contractor is responsible for coordinating the work and installing the hoist and lifeline beams provided by the elevator manufacturer. 9. HVAC systems. (1. Per schedule DOVE HVAC by Others NIC, 2. Per RFQ HVAC by Others NIC, 3. INDICATED in GC RFP drawings but not Specs, so YES BID per RFI Response) Response: HVAC systems shown on the bid documents are to be provided by the General Contractor. 10. HVAC duct cleaning. (unless indicated in GC RFP Drawings, otherwise NO BID) Response: New ductwork shall be free of any debris. Existing ductwork cleaning is by others. 11. Photovoltaic systems. (1. Per schedule by Others NIC, 2. Per RFQ by Others NIC, 3. Not indicated in GC RFP drawings, so NO BID) Response: Confirmed. 12. Auditorium lighting. (Only as indicated in GC RFP Drawings, so YES BID) Response: Confirmed, contractor to bid auditorium lighting. Light fixtures are N.I.C. 13. Audio Visual systems. (Only as indicated in GC RFP Drawings, so YES BID) Response: Confirmed, contractor to bid audio visual (AV) systems. AV equipment is N.I.C. Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 8 14. CCTV. (YES BID as Alternates F & H) Response: Confirmed, contractor to bid CCTV system as an alternate. Raceway with pull string to each location only. No cabling or equipment is to be included. 15. Access control system. (YES BID per Alternates G & I) Response: Confirmed, contractor to bid access control systems as an alternate. Raceway and pull strings to each location only. No cabling or equipment is to be included. 16. Auditorium seating removal. (1. Indicated in GC RFP Drawings, 2. Pre-bid verbal direction NIC, so NO BID per Pre-Bid Meeting clear direction) Response: Confirmed. The owner will remove all auditorium seating prior to construction. Question: Gas Line Routing Drawing P0.2 Remodel Gas Riser Diagram shows a 1-1/4” gas line routed to a point of connection (POC) at the meter and a POC below grade. The POC below grade and above grade piping routed to the POC near the gas meter is not shown on the drawings. Depending on the run and the route, significant removal and repair work may or may not be required. Please clarify. Response: Delete all exterior natural gas piping work. The fireplace and associated gas piping will be contracted separately. Question: Ground-Penetrating Radar vs. X-Ray Plumbing Sheet P0.1, Project Notes, Existing Concrete Floor (Sawcutting), Note A. calls for X-Ray for all saw-cutting related to plumbing lines under “floor”. Approximately 120 lnft of sawcutting for waste lines and approximately 130 lnft of sawcutting for the underslab gas line outside the building will be required. X-ray services for these distances would be very expensive. As an alternative to X-ray, is the more state-of-the art ground-penetrating radar acceptable due to its time efficiency and lower costs? Response: Ground penetrating radar is acceptable. Question: Pumped Waste from Sump Does the pumped waste line from the sump station run below grade for the entire run or does this line turn vertical and go overhead at grid line G then drop down below grade at grid line E.5? This appears to be the desired intent but no plan notes indicate the routing of overhead pumped waste. Response: Between column lines G and E.5 the pumped waste line is routed overhead to reduce the amount of concrete saw-cutting, trenching etc. Question: Water Heater The Plumbing schedule on sheet P0.2 calls for a 50 gallon water heater. Sheet P2.1 Note 14 calls for a 30 gallon water heater. Is the 30 gallon water heater the desired selection? Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 9 Response: Delete the water heater. Provide all electric, water and drain piping, valves and pressure relief vent piping for a future water heater provided by the Café tenant. Question: ABS Pipe Below Grade Plan page P0.1 Plumbing Materials calls for sanitary waste and vent to be cast iron pipe and fittings for above/below grade waste and vent. Plumbing specification section 221300-4 allows for ABS for sanitary waste and vent above/below grade. Is ABS piping acceptable for sanitary waste and vent above/below grade? Response: ABS piping is acceptable below above and below grade per section 22 13 00. Question: The Georgina Cole Library second floor staff windows shown in elevation 3/A3.2-1 are wider than the maximum 10-1/2 feet wide structural details shown on Sheet S5.1. Please provide structural details to accommodate the load above the second floor staff windows. Response: For all of the new second floor staff exterior windows, new HSS head and sill supports shall be inserted into the existing wall system, spanning from existing column to existing column. See attached sketches SK-1 and SK-2 in Exhibit C. Existing exterior wall studs to be cut to accept the insertion of the window and its HSS supports. Attach cut existing exterior wall studs to top and bottom of HSS with new continuous stud track. Stud tracks to be attached to HSS with powder-driven fasteners at 16” O.C. and at track ends. Questions: Please respond to the following Electrical RFIs: 1. For Dove Library, please verify the location of switchboard “MDPL and panel “DR1” shown on sheet E0.3 as well as “MLB” referred to in note #24 on sheet E4.1-5. Response: “MDPL” is located in main Electric Rm 105. “DR1” will be in Rm 132. The existing drawings are provided as part of this Addendum as Exhibit B. The City does not take any responsibility for the accuracy of the existing plans. 2. For Dove Library, please identify the manufacturer of Switchboard “MDPL” on sheet E0.3. Response: They are assumed to be Siemans. 3. For both libraries, please confirm the additive alternate pricing for the door access controls is to include the work shown on sheet E0.17 / 1,2 (Dove Library, typical for both libraries) as well as the related work shown on the floor plans. Response: Contractor to bid CCTV and Access Control systems as an alternate. Raceway with pull string to each location only. No cabling or equipment is to be included 4. For Dove Library pricing purposes, can we assume the future security panel will reside in the MDF room? Response: Yes Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 10 Question: Keynote D13 (R) Pavers on Dove Library Sheet A1.0-1 indicates an area approximately twice as large as the actual concrete walk area at this location. C.W. Driver will price removal of the actual concrete pavement at this area rather than the larger area indicating “paver” removal. Response: D13 changed in Addendum 1 to remove concrete sidewalk. Questions: 1. Dove Library page A5.1-2 interior elevations calls for item 444 acoustic wall panels but does not list it as E for Existing and there are no specifications for acoustic wall panels. Please clarify if new acoustic wall panels are to be installed and if so please supply a specification. Response: New acoustical wall panels are required as shown in the Auditorium elevations. The specification for these panels is shown in Exhibit E of this addendum. 2. Dove Library RCP pages show new ceilings as 2’x4’ but the specifications for both Libraries are identical and do not list a 2’x4’ ceiling grid and tile material. Please specify the 2’x4’ material to be installed at the new ceilings at Dove Library. Response: 2’ x 4’ acoustical tile shall be as specified in Specification 095123. 3. Please confirm that everything listed in the elevation pages with the Letter E in front of it is existing and no work will be required at these areas unless otherwise noted. Response: This question must be more specific before an answer can be provided. Question: For Dove Library, please provide wall types and heights for the stair walls at the raised platform of the Auditorium #130. See detail 1/A4.3-2 and then 1/A9.4-2. Response: This is not a wall, it is a structural foundation. Question: Finishes at Dove Library areas 146 Café and 147 Storage are TBD. Should all bidders include pre-determined allowances for these finishes or exclude these finishes? Response: Provide only the work shown on the documents. Finish of the cafe and storage will be by future tenant. Question: The Cole Library demolition drawings do not indicated concrete saw-cutting or demolition at the existing Atrium first floor. Detail A/S-2.1 indicates an Atrium opening oversized to accommodate two new footings for the new tube steel columns at the south side of the existing Atrium. Please confirm the following: Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 11 1. The existing Atrium concrete floor must be saw-cut to the oversized dimensions indicated on A/S-2.1. 2. The saw-cut Atrium concrete slab must be removed. 3. The existing two (2) footings on the south side of the Atrium must be removed and may not be re-used. Response: Demolition drawings have been revised to clarify atrium concrete removal. See Bid Addendum 1. Question: Is Draper Inc’s, roller shade a permissible manufacturer? Response: All substitution requests must follow the procedures listed in the specifications. Question: During the Pre-Bid Meeting at Dove Library, we reviewed the Expansion Joint Cover Assembly (EJ) slightly east of Gridline E.5. Apparently this EJ must be reworked and additional EJ must be installed at the new wall separating Room 142A FOL Storage from Room 142 Friends. Please clarify with drawings as necessary including any EJ work required elsewhere. Response: Corrected in Addendum 1. D. Other Changes to the Bid Documents 1. The Dove Library work shall be conducted in three (3) phases. Exhibit A includes plans that show the phasing plan. The Contractor is responsible for providing temporary partitions and door blocks to prevent unauthorized entry and to prevent dust migration. The Children’s Library will remain open to the public during the first two phases. This area is served by a separate air handling unit. Staff will have access to the work spaces at all times shown on the phasing plan. Building systems (cooling, heating, electrical, lighting, etc.) must remain intact during construction. All service interruptions must occur after hours. 2. Existing drawings of each library are provided for reference only in Exhibit B. The City accepts no responsibility for the accuracy of these plans. 3. Revised electrical and Architectural plans are included in Exhibit C to reflect changes to the AV requirements in the auditorium and group study rooms. 4. Builder’s Risk insurance has been added to the Insurance Requirements of this project. Reference Exhibit D for limits of coverage. 5. To meet ADA rules, a hand railing has been added to the aisle in the auditorium. Exhibit F provides a specification for this railing. 6. The auditorium has an accessible lift to the stage. Exhibit G provides a specification for this lift. 7. Questions for this project can no longer be accepted. Carlsbad Dove and Cole Libraries Bid Addendum 2 Narrative 15 May 2015 Page 12 8. Revise General Provisions, Section 6.1 Schedule to include requirement for the General Contractor to facilitate Pull Planning sessions to comply with the Last Planner System®. A centralized location will be determined by the contractor and city to host the pull planning sessions. The contractor will ensure that all relevant sub-contractors will attend the pull planning sessions. The initial session will be a comprehensive evaluation of the milestone events and dates. Subsequent sessions (every 2 weeks) will provide detailed, daily activities for the duration of the project. Planned Percent Complete (PPC) calculations will be measured and tracked. 9. A recent survey of hazardous materials was conducted for the Cole Library. Several abatement efforts have occurred over the years and the City wanted to be certain of the results of prior efforts. As a result, the survey discovered relatively small amounts of asbestos in mastics which during removal, must be abated. All of the ACM is non-friable in its current condition. Lead Containing Surfaces were discovered in some stair and railing paint in non-public stairwells. A comprehensive report of the investigation and findings is included in Exhibit H. E. Exhibits Exhibit A – Phasing Plans for Dove Exhibit B.1 – Existing Drawings Dove Library – FOR REFERENCE ONLY Exhibit B.2 – Existing Drawings Cole Library – FOR REFERENCE ONLY Exhibit C.1 – Dove Revised plans as defined in Section A of this Narrative Exhibit C.2 – Cole revised plans as defined in Section A of this Narrative Exhibit D – Builder’s Risk Insurance Requirements Exhibit E – Specification for acoustical wall panels in Auditorium Exhibit F – Specification for railing in auditorium Exhibit G – Specification for accessible lift – auditorium stage Exhibit H – Asbestos Report for Cole END OF NARRATIVE UP(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E)(E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E)(E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E) (E) (E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL)(RL) (RL) (RL)(RL)(RL)(RL)(RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL)(RL) (RL) (RL)(RL)(RL)(RL)(RL)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(RL) (RL) (RL) (RL) (RL)(RL) (RL)(RL) (RL) (RL) (RL) (RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL) (RL) (RL) (RL)122.4344.555.5677.588.599.51010.51111.412KJHGE.5ED.5DCBA3.5D50D50D68D97D97D1D3D71D69D54D66D66D67D67D60D60D60D60D79D72D73D60D60D75D76D78D66D51D70D64D87D88D77D97D97D97D97D97D96D98D99D100155154150143144145145.1161152164165157148S5109106104102110121116115118138A138B133B130A132131130125124123122138137146147153156167166160159158111139108101133113107112114117120S1S2S3S4S6128E2E1D97D97134136142163141D97D97D97D874D87D87D102D107D1084DEMOLITION LEGEND(E) WALL, TO REMAIN(E) WALL, TO BE DEMOLISHED(E) DOOR, TO BE DEMOLISHEDSHEET NOTESA. SHELVING INDICATED WITH(RL) TO BE RELOCATED(E) TO REMAINB. PROTECT ALL EXISTING TO REMAININCLUDING EXISTING FURNTURE. NOTALL FURNITURE IS SHOWN FOR CLARITYC. REPAIR ALL DAMAGES TO EXISTING DUETO DEMOLTION BEYOND SCOPE OFWORKD. (R) ALL FLOOR FINISHES, U.O.N.E. SALVAGE GRANITE WHERE POSSIBLEF. ALL DEMOLITION WORK SHALL BECONDUCTED IN ACCORDANCE WITH CFCCHAPTER 331IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET44/13/2015 5:30:29 PMA2.0-1CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011FIRST FLOORDEMO PLAN 1/16" = 1'-0"1FP - FIRST FLOOR DEMOKEYNOTESD1 (R) LANDSCAPE WALLD3 (R) ALL PAVERS & LANDSCAPED50 (R) STAIR IN ITS ENTIRETY, SALVAGE PORTION OFRAILING FOR REUSED51 (R) INTERIOR WALLD54 (R) PROJECTION AND VIDEO BOOTH WINDOWS. (R) ANYNECESSARY ACOUSTIC PANELS TO COMPLETEWINDOW DEMO WORK AND COMPLETE ROUGH IN OF(N) WINDOWD60 (R) COUNTER & SHELVINGD64 (R) R.F.I.D. MATERIAL SECURITY GATES TYP.D66 (R) PORTION OF WALL FOR NEW DOORD67 (R) PORTION OF WALL FOR NEW WINDOWD68 (R) THEATER SEATS & DELIVER TO CITY WAREHOUSEFOR FUTURE CITY USED69 (R) PROJECTOR SCREENS TYP. OF (2)D70 (R) ALL STAGE CURTAINSD71 (R) ALL ELECTRONIC EQUIPMENT INCLUDING DIMMERRACK AND ASSOCIATED ELECTICAL PANNELSD72 (R) MANUAL BOOK DROPD73 (R) AUTOMATED BOOK DROPD75 (R) COURTYARD PAVING & SUBSTRATE, SAVE PAVINGFOR REINSTALLATIOND76 (R) DIGITAL DISPLAY & WALL FOR (N) DOOR, SAVE FORREINSTALLATIOND77 PREP FLOOR FOR (N) R.F.I.D. MATERIAL SECURITYGATE, INCLUDING INFLOOR POWER & DATAD78 (R) PERIMETER WD. BENCHESD79 (R) LOCKERSD87 (R) COUNTERS, CASEWORK, PATCH & PAINTD88 (R) & PROTECT DISPLAY CASE FOR REINSTALATIOND96 (R) SECTION OF (E) WALL FOR EGRESS DOOR, SEEA4.3-2 & S.S.DD97 (E) TILED98 (E) STONE FLOORD99 RELOCATE EXISTING DEDICATION PLAQUE. PROTECTAND STORE DURING CONSTRUCTIOND100 RELOCATE EXISTING CONF ROOM MARQUEE SIGN.PROTECT AND STORE DURING CONSTRUCTIOND102 (R) FURRING WALLD107 (R) DOOR LEAF, FRAME TO REMAIND108 (R) PORTION OF WALL FOR NEW OPENING. SEE DOORSCHEDULE FOR SIZE1112444 DN(RL)(RL)(RL)(E) (E) (E) (E)(RL)(RL)(RL) (RL) (RL) (RL)(RL)(RL)(RL) (RL) (RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL) (E) (E) (E) (E) (E)(E)(E) (E)(RL)(E)(E) (E) (E) (RL)(RL)(E)(E) (E) (E) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(E) (E)(E)(E)(RL)(RL)(E) (E)(E)(E)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(E)(E)(E)(E)(E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(R L)(RL)(R L)(RL)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (E) (E)(RL)(RL) (RL)(RL)(RL) (RL)(RL) (RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL) (RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)122.4344.555.5677.588.599.51010.51111.4E.5ED.5DCBA3.5OPEN TOBELOWD50D61D62D59D60D80D80D97D97D97D97201202203206207208209215218S5228229238234233235236237231227230223224225E2232.1220222221217216S1S2S4S3211212E1210205D101D102D102D102D102D102D102D102D105DEMOLITION LEGEND(E) WALL, TO REMAIN(E) WALL, TO BE DEMOLISHED(E) DOOR, TO BE DEMOLISHEDSHEET NOTESA. SHELVING INDICATED WITH(RL) TO BE RELOCATED(E) TO REMAINB. PROTECT ALL EXISTING TO REMAININCLUDING EXISTING FURNTURE. NOTALL FURNITURE IS SHOWN FOR CLARITYC. REPAIR ALL DAMAGES TO EXISTING DUETO DEMOLTION BEYOND SCOPE OFWORKD. (R) ALL FLOOR FINISHES, U.O.N.E. SALVAGE GRANITE WHERE POSSIBLEF. ALL DEMOLITION WORK SHALL BECONDUCTED IN ACCORDANCE WITH CFCCHAPTER 331IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET44/13/2015 5:30:33 PMA2.0-2CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011SECONDFLOOR DEMOPLAN 1/16" = 1'-0"1FP - SECOND FLOOR DEMOKEYNOTESD50 (R) STAIR IN ITS ENTIRETY, SALVAGE PORTION OFRAILING FOR REUSED59 (R) DESKD60 (R) COUNTER & SHELVINGD61 (R) PORTION OF SHEAR WALL, S.S.DD62 (R) GUARDRAIL WHERE INDICATED. SEE A7-1.2 FORDETAILSD80 (R) WALL. PRESERVE (E) 40"x20" HVAC DUCT WITHINWALL AND THE PORTIONS OF WALL ENCASING DUCT.APROX 48" V.I.F.D97 (E) TILED101 (R) SECTION OF (E) WALL FOR DOOR. SEE A5.2-2 FOREXTENTSD102 (R) FURRING WALLD105 (R) FURRING AT CMU WALL AS REQ'D TO PROVIDESTRUCTURAL REINFORCEMENT, S.S.D1124 UP(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E)(E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E)(E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E) (E) (E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL)(RL) (RL) (RL)(RL)(RL)(RL)(RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL)(RL) (RL) (RL)(RL)(RL)(RL)(RL)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(RL) (RL) (RL) (RL) (RL)(RL) (RL)(RL) (RL) (RL) (RL) (RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL) (RL) (RL) (RL)122.4344.555.5677.588.599.51010.51111.412KJHGE.5ED.5DCBA3.5D50D50D68D97D97D1D3D71D69D54D66D66D67D67D60D60D60D60D79D72D73D60D60D75D76D78D66D51D70D64D87D88D77D97D97D97D97D97D96D98D99D100155154150143144145145.1161152164165157148S5109106104102110121116115118138A138B133B130A132131130125124123122138137146147153156167166160159158111139108101133113107112114117120S1S2S3S4S6128E2E1D97D97134136142163141D97D97D97D874D87D87D102D107D1084DEMOLITION LEGEND(E) WALL, TO REMAIN(E) WALL, TO BE DEMOLISHED(E) DOOR, TO BE DEMOLISHEDSHEET NOTESA. SHELVING INDICATED WITH(RL) TO BE RELOCATED(E) TO REMAINB. PROTECT ALL EXISTING TO REMAININCLUDING EXISTING FURNTURE. NOTALL FURNITURE IS SHOWN FOR CLARITYC. REPAIR ALL DAMAGES TO EXISTING DUETO DEMOLTION BEYOND SCOPE OFWORKD. (R) ALL FLOOR FINISHES, U.O.N.E. SALVAGE GRANITE WHERE POSSIBLEF. ALL DEMOLITION WORK SHALL BECONDUCTED IN ACCORDANCE WITH CFCCHAPTER 331IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET44/13/2015 5:30:29 PMA2.0-1CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011FIRST FLOORDEMO PLAN 1/16" = 1'-0"1FP - FIRST FLOOR DEMOKEYNOTESD1 (R) LANDSCAPE WALLD3 (R) ALL PAVERS & LANDSCAPED50 (R) STAIR IN ITS ENTIRETY, SALVAGE PORTION OFRAILING FOR REUSED51 (R) INTERIOR WALLD54 (R) PROJECTION AND VIDEO BOOTH WINDOWS. (R) ANYNECESSARY ACOUSTIC PANELS TO COMPLETEWINDOW DEMO WORK AND COMPLETE ROUGH IN OF(N) WINDOWD60 (R) COUNTER & SHELVINGD64 (R) R.F.I.D. MATERIAL SECURITY GATES TYP.D66 (R) PORTION OF WALL FOR NEW DOORD67 (R) PORTION OF WALL FOR NEW WINDOWD68 (R) THEATER SEATS & DELIVER TO CITY WAREHOUSEFOR FUTURE CITY USED69 (R) PROJECTOR SCREENS TYP. OF (2)D70 (R) ALL STAGE CURTAINSD71 (R) ALL ELECTRONIC EQUIPMENT INCLUDING DIMMERRACK AND ASSOCIATED ELECTICAL PANNELSD72 (R) MANUAL BOOK DROPD73 (R) AUTOMATED BOOK DROPD75 (R) COURTYARD PAVING & SUBSTRATE, SAVE PAVINGFOR REINSTALLATIOND76 (R) DIGITAL DISPLAY & WALL FOR (N) DOOR, SAVE FORREINSTALLATIOND77 PREP FLOOR FOR (N) R.F.I.D. MATERIAL SECURITYGATE, INCLUDING INFLOOR POWER & DATAD78 (R) PERIMETER WD. BENCHESD79 (R) LOCKERSD87 (R) COUNTERS, CASEWORK, PATCH & PAINTD88 (R) & PROTECT DISPLAY CASE FOR REINSTALATIOND96 (R) SECTION OF (E) WALL FOR EGRESS DOOR, SEEA4.3-2 & S.S.DD97 (E) TILED98 (E) STONE FLOORD99 RELOCATE EXISTING DEDICATION PLAQUE. PROTECTAND STORE DURING CONSTRUCTIOND100 RELOCATE EXISTING CONF ROOM MARQUEE SIGN.PROTECT AND STORE DURING CONSTRUCTIOND102 (R) FURRING WALLD107 (R) DOOR LEAF, FRAME TO REMAIND108 (R) PORTION OF WALL FOR NEW OPENING. SEE DOORSCHEDULE FOR SIZE1112444 DN(RL)(RL)(RL)(E) (E) (E) (E)(RL)(RL)(RL) (RL) (RL) (RL)(RL)(RL)(RL) (RL) (RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL) (E) (E) (E) (E) (E)(E)(E) (E)(RL)(E)(E) (E) (E) (RL)(RL)(E)(E) (E) (E) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(E) (E)(E)(E)(RL)(RL)(E) (E)(E)(E)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(E)(E)(E)(E)(E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(R L)(RL)(R L)(RL)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (E) (E)(RL)(RL) (RL)(RL)(RL) (RL)(RL) (RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL) (RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)122.4344.555.5677.588.599.51010.51111.4E.5ED.5DCBA3.5OPEN TOBELOWD50D61D62D59D60D80D80D97D97D97D97201202203206207208209215218S5228229238234233235236237231227230223224225E2232.1220222221217216S1S2S4S3211212E1210205D101D102D102D102D102D102D102D102D105DEMOLITION LEGEND(E) WALL, TO REMAIN(E) WALL, TO BE DEMOLISHED(E) DOOR, TO BE DEMOLISHEDSHEET NOTESA. SHELVING INDICATED WITH(RL) TO BE RELOCATED(E) TO REMAINB. PROTECT ALL EXISTING TO REMAININCLUDING EXISTING FURNTURE. NOTALL FURNITURE IS SHOWN FOR CLARITYC. REPAIR ALL DAMAGES TO EXISTING DUETO DEMOLTION BEYOND SCOPE OFWORKD. (R) ALL FLOOR FINISHES, U.O.N.E. SALVAGE GRANITE WHERE POSSIBLEF. ALL DEMOLITION WORK SHALL BECONDUCTED IN ACCORDANCE WITH CFCCHAPTER 331IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET44/13/2015 5:30:33 PMA2.0-2CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011SECONDFLOOR DEMOPLAN 1/16" = 1'-0"1FP - SECOND FLOOR DEMOKEYNOTESD50 (R) STAIR IN ITS ENTIRETY, SALVAGE PORTION OFRAILING FOR REUSED59 (R) DESKD60 (R) COUNTER & SHELVINGD61 (R) PORTION OF SHEAR WALL, S.S.DD62 (R) GUARDRAIL WHERE INDICATED. SEE A7-1.2 FORDETAILSD80 (R) WALL. PRESERVE (E) 40"x20" HVAC DUCT WITHINWALL AND THE PORTIONS OF WALL ENCASING DUCT.APROX 48" V.I.F.D97 (E) TILED101 (R) SECTION OF (E) WALL FOR DOOR. SEE A5.2-2 FOREXTENTSD102 (R) FURRING WALLD105 (R) FURRING AT CMU WALL AS REQ'D TO PROVIDESTRUCTURAL REINFORCEMENT, S.S.D1124 UP(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E)(E) (E) (E) (E)(E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E)(E) (E) (E) (E) (E)(E)(E)(E)(E)(E)(E)(E) (E) (E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL)(RL) (RL) (RL)(RL)(RL)(RL)(RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL)(RL) (RL) (RL)(RL)(RL)(RL)(RL)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E) (E)(E) (E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E) (E) (E) (E) (E) (E)(E) (E) (E) (E) (E) (E)(E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E) (E)(E)(E)(E)(E)(RL) (RL) (RL) (RL) (RL)(RL) (RL)(RL) (RL) (RL) (RL) (RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL) (RL) (RL) (RL)122.4344.555.5677.588.599.51010.51111.412KJHGE.5ED.5DCBA3.5D50D50D68D97D97D1D3D71D69D54D66D66D67D67D60D60D60D60D79D72D73D60D60D75D76D78D66D51D70D64D87D88D77D97D97D97D97D97D96D98D99D100155154150143144145145.1161152164165157148S5109106104102110121116115118138A138B133B130A132131130125124123122138137146147153156167166160159158111139108101133113107112114117120S1S2S3S4S6128E2E1D97D97134136142163141D97D97D97D874D87D87D102D107D1084DEMOLITION LEGEND(E) WALL, TO REMAIN(E) WALL, TO BE DEMOLISHED(E) DOOR, TO BE DEMOLISHEDSHEET NOTESA. SHELVING INDICATED WITH(RL) TO BE RELOCATED(E) TO REMAINB. PROTECT ALL EXISTING TO REMAININCLUDING EXISTING FURNTURE. NOTALL FURNITURE IS SHOWN FOR CLARITYC. REPAIR ALL DAMAGES TO EXISTING DUETO DEMOLTION BEYOND SCOPE OFWORKD. (R) ALL FLOOR FINISHES, U.O.N.E. SALVAGE GRANITE WHERE POSSIBLEF. ALL DEMOLITION WORK SHALL BECONDUCTED IN ACCORDANCE WITH CFCCHAPTER 331IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET44/13/2015 5:30:29 PMA2.0-1CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011FIRST FLOORDEMO PLAN 1/16" = 1'-0"1FP - FIRST FLOOR DEMOKEYNOTESD1 (R) LANDSCAPE WALLD3 (R) ALL PAVERS & LANDSCAPED50 (R) STAIR IN ITS ENTIRETY, SALVAGE PORTION OFRAILING FOR REUSED51 (R) INTERIOR WALLD54 (R) PROJECTION AND VIDEO BOOTH WINDOWS. (R) ANYNECESSARY ACOUSTIC PANELS TO COMPLETEWINDOW DEMO WORK AND COMPLETE ROUGH IN OF(N) WINDOWD60 (R) COUNTER & SHELVINGD64 (R) R.F.I.D. MATERIAL SECURITY GATES TYP.D66 (R) PORTION OF WALL FOR NEW DOORD67 (R) PORTION OF WALL FOR NEW WINDOWD68 (R) THEATER SEATS & DELIVER TO CITY WAREHOUSEFOR FUTURE CITY USED69 (R) PROJECTOR SCREENS TYP. OF (2)D70 (R) ALL STAGE CURTAINSD71 (R) ALL ELECTRONIC EQUIPMENT INCLUDING DIMMERRACK AND ASSOCIATED ELECTICAL PANNELSD72 (R) MANUAL BOOK DROPD73 (R) AUTOMATED BOOK DROPD75 (R) COURTYARD PAVING & SUBSTRATE, SAVE PAVINGFOR REINSTALLATIOND76 (R) DIGITAL DISPLAY & WALL FOR (N) DOOR, SAVE FORREINSTALLATIOND77 PREP FLOOR FOR (N) R.F.I.D. MATERIAL SECURITYGATE, INCLUDING INFLOOR POWER & DATAD78 (R) PERIMETER WD. BENCHESD79 (R) LOCKERSD87 (R) COUNTERS, CASEWORK, PATCH & PAINTD88 (R) & PROTECT DISPLAY CASE FOR REINSTALATIOND96 (R) SECTION OF (E) WALL FOR EGRESS DOOR, SEEA4.3-2 & S.S.DD97 (E) TILED98 (E) STONE FLOORD99 RELOCATE EXISTING DEDICATION PLAQUE. PROTECTAND STORE DURING CONSTRUCTIOND100 RELOCATE EXISTING CONF ROOM MARQUEE SIGN.PROTECT AND STORE DURING CONSTRUCTIOND102 (R) FURRING WALLD107 (R) DOOR LEAF, FRAME TO REMAIND108 (R) PORTION OF WALL FOR NEW OPENING. SEE DOORSCHEDULE FOR SIZE1112444 DN(RL)(RL)(RL)(E) (E) (E) (E)(RL)(RL)(RL) (RL) (RL) (RL)(RL)(RL)(RL) (RL) (RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL) (E) (E) (E) (E) (E)(E)(E) (E)(RL)(E)(E) (E) (E) (RL)(RL)(E)(E) (E) (E) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(E) (E)(E)(E)(RL)(RL)(E) (E)(E)(E)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(E)(E)(E)(E)(E) (E)(E) (E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)(RL) (RL)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(E) (E)(R L)(RL)(R L)(RL)(E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (E) (RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL) (RL) (E) (E)(RL)(RL) (RL)(RL)(RL) (RL)(RL) (RL)(RL) (RL)(RL)(RL) (RL)(RL)(RL) (RL)(RL) (RL)(RL) (RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL)(RL) (RL)(RL)122.4344.555.5677.588.599.51010.51111.4E.5ED.5DCBA3.5OPEN TOBELOWD50D61D62D59D60D80D80D97D97D97D97201202203206207208209215218S5228229238234233235236237231227230223224225E2232.1220222221217216S1S2S4S3211212E1210205D101D102D102D102D102D102D102D102D105DEMOLITION LEGEND(E) WALL, TO REMAIN(E) WALL, TO BE DEMOLISHED(E) DOOR, TO BE DEMOLISHEDSHEET NOTESA. SHELVING INDICATED WITH(RL) TO BE RELOCATED(E) TO REMAINB. PROTECT ALL EXISTING TO REMAININCLUDING EXISTING FURNTURE. NOTALL FURNITURE IS SHOWN FOR CLARITYC. REPAIR ALL DAMAGES TO EXISTING DUETO DEMOLTION BEYOND SCOPE OFWORKD. (R) ALL FLOOR FINISHES, U.O.N.E. SALVAGE GRANITE WHERE POSSIBLEF. ALL DEMOLITION WORK SHALL BECONDUCTED IN ACCORDANCE WITH CFCCHAPTER 331IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET44/13/2015 5:30:33 PMA2.0-2CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011SECONDFLOOR DEMOPLAN 1/16" = 1'-0"1FP - SECOND FLOOR DEMOKEYNOTESD50 (R) STAIR IN ITS ENTIRETY, SALVAGE PORTION OFRAILING FOR REUSED59 (R) DESKD60 (R) COUNTER & SHELVINGD61 (R) PORTION OF SHEAR WALL, S.S.DD62 (R) GUARDRAIL WHERE INDICATED. SEE A7-1.2 FORDETAILSD80 (R) WALL. PRESERVE (E) 40"x20" HVAC DUCT WITHINWALL AND THE PORTIONS OF WALL ENCASING DUCT.APROX 48" V.I.F.D97 (E) TILED101 (R) SECTION OF (E) WALL FOR DOOR. SEE A5.2-2 FOREXTENTSD102 (R) FURRING WALLD105 (R) FURRING AT CMU WALL AS REQ'D TO PROVIDESTRUCTURAL REINFORCEMENT, S.S.D1124 (RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL)(RL)(RL)(RL) (RL) (RL)(RL) (RL) (RL) (RL) (RL) D60 D76 D97 D97 D99 143 138 146 147 (RL) (RL) (RL) (RL) (RL)()((RL) (RL) (RL) (RL) (RL) (RL) (RL)(RL)(RL)(RL)()(RL) (RL)(RL) (RL) (RL)()(RL) (RL) (RL) (RL) (RL)(RL) (RL) (RL) (R (RL(RL) D99 1466 147((RL)RL)7114717 (( (RL) (RL) (RL) (RL) (RL)RL) (RL)L) (RL FRNDSFRNDSFRNDSFRNDSFRNDSDS IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #BACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 12:58:52 PMA0.1CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011SHEET INDEXPLUMBINGP0.1 LEGEND, NOTES AND ABBREVIATIONSP0.2PLUMBING SCHEDULESPD2.1FIRST FLOOR DEMOLITION - PLANPD2.2SECOND FLOOR DEMOLITION - PLANP2.1FIRST FLOOR RENOVATION - PLANP2.2SECOND FLOOR DEMOLITION - PLANELECTRICALE0.1SYMBOL, ABBREVIATIONS, AND SHEET INDEXE0.2GENERAL NOTES AND DEMOLITION NOTESE0.3SINGLE LINE DIAGRAME0.4T24 CALCULATIONSE0.5T24 CALCULATIONSE0.6T24 CALCULATIONS AND PANEL SCHEDULEE0.7T24 CALCULATIONSE0.8PANEL SCHEDULESE0.9PANEL SCHEDULESE0.10PANEL SCHEDULESE0.11LIGHTING FIXTURE SCHEDULEE0.12PARTIAL FIRST FLOOR PHOTOMETRIC CALCULATIONSE0.13PARTIAL FIRST FLOOR PHOTOMETRIC CALCULATIONSE0.14PARTIAL FIRST FLOOR PHOTOMETRIC CALCULATIONSE0.15SECOND FLOOR PHOTOMETRIC CALCULATIONSE0.16DETAILSE0.17DETAILSE1.0ELECTRICAL SITE PLANE2.0-1FIRST FLOOR DEMOLITION PLAN - POWER AND SIGNALE2.0-2SECOND FLOOR DEMOLITION PLAN - POWER AND SIGNALE2.1-1FIRST FLOOR RENOVATION PLAN - POWER AND SIGNALE2.1-2SECOND FLOOR RENOVATION PLAN - POWER AND SIGNALE4.1-1ENLARGED FIRST FLOOR AREA - A - RENOVATION POWER AND SIGNALE4.1-2ENLARGED FIRST FLOOR AREA - B - RENOVATION POWER AND SIGNALE4.1-3ENLARGED FIRST FLOOR AREA - C - RENOVATION POWER AND SIGNALE4.1-4ENLARGED FIRST FLOOR AREA - D - RENOVATION POWER AND SIGNALE4.1-5AUDITORIUM FLOOR PLAN AV SYSTEME4.1-6AUDITORIUM CEILING PLAN - AV SYSTEME4.2-1ENLARGED SECOND FLOOR AREA - B - RENOVATION POWER AND SIGNALE4.2-2ENLARGED SECOND FLOOR AREA - D - RENOVATION POWER AND SIGNALE6.0-1FIRST FLOOR DEMOLITION PLAN LIGHTINGE6.0-2SECOND FLOOR DEMOLITION PLAN LIGHTINGE6.1-1FIRST FLOOR RENOVATION PLAN LIGHTINGE6.1-2ENLARGED FIRST FLOOR AREA - A - RENOVATION PLAN LIGHTINGE6.1-3ENLARGED FIRST FLOOR AREA - B - RENOVATION PLAN LIGHTINGE6.1-4ENLARGED FIRST FLOOR AREA - C - RENOVATION PLAN LIGHTINGE6.1-5ENLARGED FIRST FLOOR AREA - D - RENOVATION PLAN LIGHTINGE6.2-1SECOND FLOOR RENOVATION PLAN LIGHTINGE6.2-2ENLARGED SECOND FLOOR AREA - B - RENOVATION PLAN LIGHTINGE6.2-3ENLARGED SECOND FLOOR AREA - D - RENOVATION PLAN LIGHTINGAUDIO VISUALAV-000TITLE SHEETAV-1.01AUDIOVISUAL FLOORPLANAV-1.02AUDIOVISUAL CEILING PLANAV-1.03AUDIOVISUAL EXISTING J-BOXES AND LOCATIONAV-6.01AUDIOVISUAL REAR PROJECTION SCREENL-1.00LIGHTING MODIFICATION NOTES & BOX SCHEDULEL-1.01LIGHTING MODIFICATION FLOOR PLANL-1.02LIGHTING MODIFICATION CEILING PLANTL.001LIGHT DIMMING AND CONTROLTL.002LIGHTING CONTROL EQUIPMENT ELEVATIONA6.2-1SECOND FLOOR REFELECTED CEILING PLANA6.2-2SECOND FLOOR REFLECTED CEILING PLAN AREA - BA6.2-3SECOND FLOOR REFLECTED CEILING PLAN AREA - DA7.1-1GUARDRAIL DETAILSA7.1-2STAIR DETAILSA8.3-1EXTERIOR SECTION DETAILSA8.3-2EXTERIOR PLAN DETAILSA9.0-1INTERIOR WALL PARTITION TYPESA9.0-2INTERIOR METAL STUD PARTITION TYPE DETAILSA9.0-3INTERIOR PENETRATION DETAILSA9.0-4INTERIOR SUPPORTING STUD DETAILSA9.1-1INTERIOR STOREFRONT DETAILSA9.1-2INTERIOR STOREFRONT DETAILSA9.2-1INTERIOR CEILING DETAILSA9.2-2AUDITORIUM CURTAIN DETAILSA9.4-1INTERIOR DOOR DETAILSA9.4-2INTERIOR AUDITORIUM DETAILSA9.4-3BOOK DROP DETAILSA9.5INTERIOR FLOORING TRANSITION DETAILSA9.6CASEWORKA10.1-1FIRST FLOOR SHELVING & FURNITURE PLAN N.I.C.A10.1-2FIRST FLOOR SHELVING & FURNITURE PLAN AREA - AA10.1-3FIRST FLOOR SHELVING & FURNITURE PLAN AREA - BA10.1-4FIRST FLOOR SHELVING & FURNITURE PLAN AREA - CA10.1-5FIRST FLOOR SHELVING & FURNITURE PLAN AREA - DA10.2-1SECOND FLOOR SHELVING & FURNITURE PLAN N.I.C.A10.2-2SECOND FLOOR SHELVING & FURNITURE PLAN AREA - BA10.2-3SECOND FLOOR SHELVING & FURNITURE PLAN AREA - DA10.3SHELVING SCHEDULESIGNAGEG0.0SIGNAGE GENERAL NOTES & LEGENDG0.1SIGNAGE FONTS, COLORS, AND TYP. MOUNTING HEIGHTSG1.0-0SIGNAGE SCHEDULEG1.0-1FIRST FLOOR SIGNAGE PLANG1.0-2SECOND FLOOR SIGNAGE PLANG1.0-3SITE SIGNAGE PLANG3.0CODE SIGNAGEG3.1CODE SIGNAGEG3.2CODE SIGNAGEG3.3CODE SIGNAGEG3.4CODE SIGNAGESTRUCTURALS1.1GENERAL NOTES AND DRAWING LISTSS1.2GENERAL NOTES AND ABBREVIATIONSS2.1FOUNDATION PLANS2.2SECOND FLOOR AND ROOF PLANS3.1ELEVATIONSS4.1MISCELLANEOUS DETAILSS4.2MISCELLANEOUS DETAILSS4.3MISCELLANEOUS DETAILSS5.1TYPICAL DETAILSS5.2TYPICAL DETAILSS5.3TYPICAL DETAILSMECHANICALM0.1GENERAL NOTES, LEGEND & DRAWING LISTM0.2MECHANICAL SCHEDULESM2.10FIRST FLOOR DEMOLITION PLANM2.20SECOND FLOOR DEMOLITION PLANM3.10FIRST FLOOR RENOVATION - OVERALL PLANM3.11FIRST FLOOR RENOVATION - ENLARGED PLAN AREA AM3.12FIRST FLOOR RENOVATION - ENLARGED PLAN AREA BM3.13FIRST FLOOR RENOVATION - ENLARGED PLAN AREA CM3.14FIRST FLOOR RENOVATION - ENLARGED PLAN AREA DM3.20SECOND FLOOR RENOVATION - OVERALL PLANM3.21SECOND FLOOR RENOVATION - ENLARGED PLAN AREA BM3.22SECOND FLOOR RENOVATION - ENLARGED PLAN AREA DM5.10MECHANICAL DETAILSARCHITECTURALA0.0TITLE SHEETA0.1SHEET INDEXA0.2ABBREVIATIONS & LEGENDA0.3GENERAL NOTESA0.4PROJECT & CODE DATAA0.5-0OCCUPANT LOAD SCHEDULEA0.5-1FIRST FLOOR EXITING PLANA0.5-2SECOND FLOOR EXITING PLANA0.6DISABLED ACCESS COMPLIANCE GUIDELINESA0.7DISABLED ACCESS COMPLIANCE GUIDELINESA0.8TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTSA0.9TYPICAL RULES FOR DETERMINING MOUNTING HEIGHTSA1.0DEMO SITE PLANA1.0-1ENLARGED DEMO SITE PLANA1.1SITE PLANA1.1-1ENLARGED SITE PLANA1.2-1SITE DETAILSA1.2-2SITE DETAILSA2.0-1FIRST FLOOR DEMO PLANA2.0-2SECOND FLOOR DEMO PLANA2.1-1FIRST FLOOR PLANA2.1-2SECOND FLOOR PLANA2.2-1FIRST FLOOR FINISH PLANA2.2-2SECOND FLOOR FINISH PLANA2.3-1FINISH SCHEDULESA2.6DOOR SCHEDULEA3.0-1BUILDING SECTIONSA3.0-2BUILDING SECTIONSA3.1-1EXTERIOR ELEVATIONSA3.2-1WINDOW TYPES AND SCHEDULE - EXTERIORA3.2-2WINDOW TYPES AND SCHEDULE - INTERIORA3.2-3WINDOW TYPES AND SCHEDULE - INTERIORA3.2-4WINDOW TYPES AND SCHEDULE - INTERIORA3.5-1EXTERIOR VIGNETTESA4.1-1ENLARGED FIRST FLOOR PLAN AREA AA4.1-2ENLARGED FIRST FLOOR PLAN AREA - BA4.1-3ENLARGED FIRST FLOOR PLAN AREA - CA4.1-4ENLARGED FIRST FLOOR PLAN AREA - DA4.2-1ENLARGED SECOND FLOOR PLAN AREA - BA4.2-2ENLARGED SECOND FLOOR PLAN AREA - DA4.3-1ENLARGED ROOM PLANSA4.3-2ENLARGED ROOM PLANSA4.3-3ENLARGED ROOM PLANSA5.1-1INTERIOR ELEVATIONSA5.1-2INTERIOR ELEVATIONSA5.1-3INTERIOR ELEVATIONSA5.1-4INTERIOR ELEVATIONSA5.1-5INTERIOR ELEVATIONSA5.1-6INTERIOR ELEVATIONSA5.2-1INTERIOR ELEVATIONSA5.2-2INTERIOR ELEVATIONSA5.2-3INTERIOR ELEVATIONSA5.2-4INTERIOR ELEVATIONSA5.9-1INTERIOR VIGNETTES MAIN HALLA5.9-2INTERIOR VIGNETTES STAFFA5.9-3INTERIOR VIGNETTES SECOND FLOORA5.9-4INTERIOR VIGNETTES SECOND FLOORA5.9-5INTERIOR VIGNETTES F.O.L. & CAFEA5.9-6INTERIOR VIGNETTES AUDITORIUMA6.0-1FIRST FLOOR DEMO REFLECTED CEILING PLANA6.0-2SECOND FLOOR DEMO REFLECTED CEILING PLANA6.1-1FIRST FLOOR REFLECTED CEILING PLANA6.1-2FIRST FLOOR REFLECTED CEILING PLAN AREA - AA6.1-3FIRST FLOOR REFLECTED CEILING PLAN AREA - BA6.1-4FIRST FLOOR REFLECTED CEILING PLAN AREA - CA6.1-5FIRST FLOOR REFLECTED CEILING PLAN AREA - DSHEET INDEX6 DN677.588.599.51010.51111.412E.5ED.5DCBASTORAGE227OFFICE228OFFICE229STAFFWORKROOM231OFFICE239OFFICE238OPEN TOBELOWSTAIR 4S4133133ADULTREADINGAREA223ADULTREADINGAREA224ADULTREADINGAREA225STAIR 5S5STORAGE227OFFICE228OFFICE229TECHNOLOGYLAB230STAFFWORKROOM231TEENAREA233GROUPSTUDYROOM234BGROUPSTUDYROOM235STAFFWORKROOM237OFFICE239OFFICE238STAIR 4S417C24aC24a230-A231227C24aC24C24C24aE24AC24aC24aMATCHLINEMATCHLINE - SEE SHEET A4.2-210C24C24a555656GROUPSTUDYROOM236ADULTCOMPUTERS226ADULTSTACKS223BSTOR.230ATELECOM241ELEV 2E2OFFICE2401213234-B234-A11161514C24aC24aC24C24201918238239240236235226-A223-A223-BA4.3-12A4.3-13A4.3-141499GROUPSTUDYROOM234AC13.61551551551551551556161616125611616C24aE24APLAN LEGEND(E) WALL, TO REMAIN(N) WALL(N) DOORSHEET NOTESA. PATCH CEILING, FLOOR, AND WALLS ASNECESSARY AT AREAS OF DEMOLITIONAND PROVIDE NEW FINISHES TO MATCHADJACENT, TYP.B. X-RAY ALL SLAB WORK101101DOOR NUMBER(SEE DOOR SCHEDULE)WINDOW/LOUVER NUMBER(SEE WINDOW/LOUVERSCHEDULE)INTERIOR WALL TYPE(SEE A9.0-1 FOR WALL TYPE)(E) 1 HR RATED WALL AS NOTED INORIGINAL PERMIT DRAWINGSAPPROVED MARCH 24, 1998, TOREMAIN. SEE A2.1 PLANSC24aIUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 12:58:53 PMA4.2-1CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011ENLARGEDSECONDFLOOR PLANAREA - B 1/8" = 1'-0"1FP - ENLARGED SECOND FLOOR AREA - BKEYNOTES55 GLASS STOREFRONT56 CARPET61 MONITOR, O.F.O.I. CONTRACTOR TOPROVIDE BACKING. ASSUME 150 LBMONITOR WEIGHT. WHERE MONITORIS PLACED ON (E) WALL, PATCH ANDFINISH TO MATCH EXISTING AFTERBACKING IS INSTALLED, TYP.133 REINCLOSE DUCT SHAFT AREA W/GYP. BOARD TYP.149 REQ'D ASSISTIVE LISTENING SYSTEMPER CBC 11B-219. SYSTEM TO BEFURNISHED AND INSTALLED BY A/VCONSULATANT. SEE SIGNAGEDRAWINGS FOR REQ'D LOCATIONS155 2" CONTRASTING STRIP161 MONITOR, O.F.O.I. CONTRACTOR TOPROVIDE BACKING. ASSUME 250 LBMONITOR WEIGHT.AREA D AREA BAREA AAREA C6 8.599.51010.5CB6"11' - 5 1/8"10' - 5 3/4"10' - 8 3/4"TECHNOLOGYLAB230ELEV 2E2STOR.230ATELECOM241STAFFWORKROOM237OFFICE238OFFICE239OFFICE240ADULTREADINGAREA2231' - 8 5/8"6' - 3 7/8"4"ALIGNALIGNALIGN3' - 5 1/2"7' - 3"1' - 0"ALIGNALIGN6' - 0 5/8"7' - 4"1010.5DC9' - 3 7/8"6' - 0 1/4"7' - 0"5 1/2"PER MANUF. REQ.8' - 6 1/8"6' - 6 1/4"GROUPSTUDYROOM234BTEENAREA233GROUPSTUDYROOM234APER MANUF. REQ.4' - 6"3 3/4"1010.5E.5E8' - 10 1/8"6' - 6 1/4"11' - 4"13' - 2 1/8"5 1/2"7' - 7"9' - 4 5/8"GROUPSTUDYROOM2366' - 6 1/4"9 7/8"1' - 0 3/8"PLAN LEGEND(E) WALL, TO REMAIN(N) WALL(N) DOORSHEET NOTESA. PATCH CEILING, FLOOR, AND WALLS ASNECESSARY AT AREAS OF DEMOLITIONAND PROVIDE NEW FINISHES TO MATCHADJACENT, TYP.B. X-RAY ALL SLAB WORK101101DOOR NUMBER(SEE DOOR SCHEDULE)WINDOW/LOUVER NUMBER(SEE WINDOW/LOUVERSCHEDULE)INTERIOR WALL TYPE(SEE A9.0-1 FOR WALL TYPE)(E) 1 HR RATED WALL AS NOTED INORIGINAL PERMIT DRAWINGSAPPROVED MARCH 24, 1998, TOREMAIN. SEE A2.1 PLANSC24aIUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 12:58:53 PMA4.3-1CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011ENLARGEDROOM PLANS 1/4" = 1'-0"2ENLARGED FP - 237 STAFF WORKROOM 1/4" = 1'-0"3ENLARGED FP - 234 GROUP STUDY ROOM 1/4" = 1'-0"4ENLARGED FP - 235 GROUP STUDY ROOMKEYNOTES6 122.4344.5JH3.5RAISEDPLATFORM128AUDITORIUM130VIDEOROOM131AUDITORIUM SEATINGN.I.C., O.F.O.I. FORREFERENCE ONLYA9.4-214' - 3 1/4"7' - 10" 9 3/4"EQ 1EQ 2EQ 2EQ 1OF ROOM3' - 2" 3' - 9 5/8"9' - 5 5/8" 4 3/4"5"SOUNDROOM132AUDITORIUMVESTIBULE130BAUDITORIUMVESTIBULE130A1111602' - 1"C26C26C26C266666162162TO H.R. POST48" MIN CLRTO H.R. POST48" MIN CLRPLAN LEGEND(E) WALL, TO REMAIN(N) WALL(N) DOORSHEET NOTESA. PATCH CEILING, FLOOR, AND WALLS ASNECESSARY AT AREAS OF DEMOLITIONAND PROVIDE NEW FINISHES TO MATCHADJACENT, TYP.B. X-RAY ALL SLAB WORK101101DOOR NUMBER(SEE DOOR SCHEDULE)WINDOW/LOUVER NUMBER(SEE WINDOW/LOUVERSCHEDULE)INTERIOR WALL TYPE(SEE A9.0-1 FOR WALL TYPE)(E) 1 HR RATED WALL AS NOTED INORIGINAL PERMIT DRAWINGSAPPROVED MARCH 24, 1998, TOREMAIN. SEE A2.1 PLANSC24aIUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 2:19:59 PMA4.3-2CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011ENLARGEDROOM PLANS 1/4" = 1'-0"1ENLARGED FP - 130 AUDITORIUMKEYNOTES111 RAISED PLATFORM SHALL COMPLYWITH CBC 410, (PLATFORM AT +27"A.F.F. PLATFORM AREA: 784 SF. TOTALAUDITORIUM AREA: 2900 SF.PLATFORM IS 27% OF AUDITORIUMFLOOR AREA, 784/2900)160 STORAGE SHELVING. BASIS OFDESIGN: EQUIPTO, INC. V-GRIPSHELVING #675W5S, (5) UNITS, 48”WIDE 24” DEEP X 84” HIGH, WITHCLOSED SHELVING ENDS, SOLID BACKPANELS AND (5) STEEL 450LBCAPACITY SHELVES WITH ALLREQUIRED SHELF BEAMS ANDACCESSORIES PER UNIT. ALL UNITSTO HAVE LOCKABLE STL. MESHHINGED DOUBLE DOORS. ALL UNITSTO BE INDIVUALLY ANCHORED TOREAR CMU WALL. SHELVING UNITAND DOORS TO BE “EQUIPTOTEXTURED BLACK” COLOR OR MATTEBLACK FINISH162 S.S. HDI KUBIT HANDRAIL SYSTEMCOMPLETE, INCLUDING 3/8" X 2" S.S.WHEEL GUIDE CONTINUOUS ALONGENTIRE HANDRAIL LENGTH. WHEELGUIDE MOUNTED TO HANDRAIL POSTWITH MANUF. STD. SIDE MOUNTANCHORAGE ACCESSORY DESIGNEDFOR THIS SYSTEMACCESSIBLE ROUTE6 NOTESA. PATCH CEILING FLOOR AND WALLS ASNECESSARY AT AREAS OF DEMOLTIONAND PROVIDE NEW FINISHES. TYP.B. ALL NEW WALLS AND GYP. BD. TO BEPAINTED U.O.N.C. ALL INTERIOR FINISH MATERIALS SHALLCOMPLY WITH CBC CHAPTER 81ST FLR190' - 0"2ND FLR204' - 0"122.4343.5422440402442442442442442TOSTAIRWAY45245346347334" MIN61ST FLR190' - 0"2ND FLR204' - 0"JH43044444244244444444444444444444444444444444444444444444444444444444444444444444444444444444444444466IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #BACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 12:58:55 PMA5.1-2CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011INTERIORELEVATIONSKEYNOTES402 ACOUSTIC WALL PANEL422 WALL MOUNTED FIRE EXTINGUISHERCABINET430 (E) ELECTRICAL PANEL440 SIGNAGE, SEE SIGNAGE DRAWINGS442 CURTAIN TRACKS444 2" ACOUSTIC PANEL. PANELS TOCOMPLETELY LAP AND CONCEAL DOORAND WINDOW FRAMES. NEW PANELSSHALL MATCH EXISTING ACOUSTICPANELS, WHERE OCCURS452 (E) WOOD VENEER ACOUSTIC CEILINGPANELS453 (E) RIGGING GRID463 (E) WOOD BASE. PRTOTECT FORDURATION OF WORK473 S.S. HDI KUBIT HANDRAIL SYSTEMCOMPLETE, INCLUDING 3/8" X 2" S.S.WHEEL GUIDE CONTINUOUS ALONGENTIRE HANDRAIL LENGTH. WHEEL GUIDEMOUNTED TO HANDRAIL POST WITHMANUF. STD. SIDE MOUNT ANCHORAGEACCESSORY DESIGNED FOR THISSYSTEM 1/4" = 1'-0"1130 EAST ELEV. 1/4" = 1'-0"4130 SOUTH ELEV.66 1ST FLR190' - 0"2ND FLR204' - 0"22.4343.5440TYP.TOLIFT442442442442442452453135440TYP.45446347334" MIN61ST FLR190' - 0"2ND FLR204' - 0"JH4434444454444444484434434434434434434434434434434434434434434434436NOTESA. PATCH CEILING FLOOR AND WALLS ASNECESSARY AT AREAS OF DEMOLTIONAND PROVIDE NEW FINISHES. TYP.B. ALL NEW WALLS AND GYP. BD. TO BEPAINTED U.O.N.C. ALL INTERIOR FINISH MATERIALS SHALLCOMPLY WITH CBC CHAPTER 8IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #BACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 12:58:56 PMA5.1-3CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011INTERIORELEVATIONS 1/4" = 1'-0"1130 WEST ELEV. AUDITORIUM 1/4" = 1'-0"2130 NORTH ELEV. AUDITORIUMKEYNOTES135 WHEELCHAIR SPACE W/ 36" X 48" MIN CLR.AREA. PER CBC SECTION 11B-221.2.1.1,TABLE 36A, 5 WHEELCHAIR SPACES AREREQUIRED FOR EVERY 151 TO 300 SEATS INAN ASSEMBLY AREA. THE TOTAL NUMBEROF SEATS IS 211, AND THEREFORE 5WHEELCHAIR SPACES SHALL BE PROVIDED.440 SIGNAGE, SEE SIGNAGE DRAWINGS442 CURTAIN TRACKS443 (E) 2" ACOUSTIC PANEL444 2" ACOUSTIC PANEL. PANELS TOCOMPLETELY LAP AND CONCEAL DOORAND WINDOW FRAMES. NEW PANELS SHALLMATCH EXISTING ACOUSTIC PANELS,WHERE OCCURS445 SLIDING WINDOW448 INFILL EXISTING OPENING WITH FRAMING,INSULATION, AND INT/EXT. FINISHES TOMATCH (E)452 (E) WOOD VENEER ACOUSTIC CEILINGPANELS453 (E) RIGGING GRID454 AUTOMATIC WHEELCHAIR LIFT GATE PERCBC 11B-410463 (E) WOOD BASE. PRTOTECT FOR DURATIONOF WORK473 S.S. HDI KUBIT HANDRAIL SYSTEMCOMPLETE, INCLUDING 3/8" X 2" S.S. WHEELGUIDE CONTINUOUS ALONG ENTIREHANDRAIL LENGTH. WHEEL GUIDEMOUNTED TO HANDRAIL POST WITHMANUF. STD. SIDE MOUNT ANCHORAGEACCESSORY DESIGNED FOR THIS SYSTEM66 8.599.510422440TYP.463NOTESA. PATCH CEILING FLOOR AND WALLS ASNECESSARY AT AREAS OF DEMOLTIONAND PROVIDE NEW FINISHES. TYP.B. ALL NEW WALLS AND GYP. BD. TO BEPAINTED U.O.N.C. ALL INTERIOR FINISH MATERIALS SHALLCOMPLY WITH CBC CHAPTER 82ND FLR204' - 0"C16168.599.54402' - 10" TYP.4346C2ND FLR204' - 0"8.5946243464104018' - 0"4' - 0"12' - 0"3' - 7"B9B2ND FLR204' - 0"946192ND FLR204' - 0"94612ND FLR204' - 0"B4519.510B2ND FLR204' - 0"9.510461IUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #BACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 2:20:00 PMA5.2-2CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011INTERIORELEVATIONS 1/4" = 1'-0"1224 WEST ELEV.KEYNOTES161 MONITOR, O.F.O.I. CONTRACTOR TO PROVIDEBACKING. ASSUME 250 LB MONITOR WEIGHT.401 GLASS WHITEBOARD, PROVIDE BACKING ASREQUIRED410 CORK BOARD422 WALL MOUNTED FIRE EXTINGUISHER CABINET434 SURFACE MOUNTED RACEWAY, S.E.D. SIMILARTO WIREMOLD S4000 SERIES440 SIGNAGE, SEE SIGNAGE DRAWINGS451 WINDOW, SEE WINDOW ELEVATIONS461 RUBBER BASE, TYP. ENTIRE ROOM U.O.N.462 WOOD BASE, FINISHED TO MATCH (E), TYP.ENTIRE ROOM U.O.N.463 (E) WOOD BASE. PRTOTECT FOR DURATION OFWORK 1/4" = 1'-0"2230 NORTH ELEV. 1/4" = 1'-0"3230 EAST ELEV. 1/4" = 1'-0"4230 SOUTH ELEV. 1/4" = 1'-0"5230 WEST ELEV. 1/4" = 1'-0"1023 1 VESTIBULE NORTHELEV. 1/4" = 1'-0"11231 VESTIBULE EASTELEV. 1/4" = 1'-0"12231 VESTIBULE SOUTHELEV. 1/4" = 1'-0"13231 VESTIBULE WESTELEV. 1/4" = 1'-0"14227 NORTH ELEV. 1/4" = 1'-0"15227 EAST ELEV. 1/4" = 1'-0"16227 SOUTH ELEV. 1/4" = 1'-0"17227 WEST ELEV. 1/4" = 1'-0"18231 NORTH ELEV. 1/4" = 1'-0"19231 EAST ELEV. 1/4" = 1'-0"20231 SOUTH ELEV. 1/4" = 1'-0"21231 WEST ELEV.66 (E) W10X12 STL BEAMUNISTRUT P2786 CLAMPUNISTRUT P1001C BEAMUNISTRUT P4045 Z FITTINGCURTAIN TRACK W/HANGER CLIP @ 4'O.C. MAX2A9.2-2(E) CEILING PLANETO REMAIN(E) W10X12 STL BEAMUNISTRUT P2786 CLAMPUNISTRUT P1001C BEAMUNISTRUT P4045 Z FITTING W/1/2" CHANNEL NUT, TYP.CURTAIN TRACK W/ HANGER CLIP(E) CEILING PLANE TO REMAIN, VIF12 GA BRACING WIRE W/ 4 TIGHTTURNS IN 1 1/2" , BOTH ENDS. SEELOCATIONS ON RCP. PUNCH 1/4" DIA.HOLES IN STRUT FOR WIREBRACHING AS REQ'DBRACING WIRE FASTENED TO MTL. DECKTYP.45.00°122.4JH27' - 0"5' - 0" TYP.1' - 1" TYP.30' - 7 1/2"R 4' - 0"H&H SPECIALTIES 300 SERIESTRACK. 4 20 OZ MIN CURTAIN PANELSWITH WALK ALONG OPERATION.CURTAIN STACKS IN 27" PER SIDE(SHOWN). MIN RADIUS OF 4' ATCORNERS FOR SMOOTH OPERATION.SUSP. FROM CEILING 11' ABOVE GRADE @4' O.C. MAXH&H SPECIALTIES 228 SERIESTRACK. BI-PARTING 20 OZ CURTAINSWITH LINE DRAW OPERATION.CURTAIN STACKS IN 31" PER SIDE(SHOWN). SUSP. FROM CEILING 13' 6"ABOVE GRADE @ 4' O.C. MAXH&H SPECIALTIES 228 SERIESTRACK. BI-PARTING 20 OZ MIN CURTAINSWITH CEILING MOUNTED MOTOR(H&H MODEL 463 SHOWN) .CURTAIN STACKS IN 35" PER SIDE(SHOWN). SUSP. FROM CEILING 13' 6"ABOVE GRADE @ 4' O.C. MAXDEAD-HUNG 20 OZ MIN CURTAINSFOR BORDER AND LEGS. BORDERSHOWN IN GREY.SUSPENDED FROM CEILING 13'ABOVE GRADE @ 4' O.C. MAXH&H SPECIALTIES 228 SERIESTRACK. SINGLE DIRECTION 20 OZMIN CURTAINS WITH WALKALONG OPERATION. CURTAINSTACKS IN 17". SUSPENDEDFROM CEILING 12' 6" ABOVEGRADE @ 4' O.C. MAX2' DEEP STORAGE SHELVINGLINE DRAWPULLEY HERE13' - 0"538539A.F.F.14' - 0"A.F.F.13' - 0"A.F.F.12' - 0"1A9.2-2538538538538538538541540BRACING WIRE LOCATION, TYP.6A9.2-27A9.2-2(E) W24X76(E) W10X15(E) WT8X25(E) WT5X11P1001BRACING,TYP.10A9.4-19A9.4-1A9.4-11116053953953966666ALIGN65385385385386545545SHEET NOTESA. PATCH CEILING, FLOOR AND WALLS ASNECESSARY AT AREAS OF DEMOLITIONAND PROVIDE NEW FINISHES TO MATCHADJACENT, TYP.B. ALL NEW WALLS AND GYP. BD. FINISHTO BE PAINTED, U.O.N.C. ALL CURTAINS SHALL COMPLY WITH CBCCHAPTER 8D. DRAWINGS DO NOT ILLUSTRATE ALLEXISTING AND NEW CONDITIONS,INCLUDING M.E.P. COORDINATE WITHSTRUCTURAL DRAWINGS AND VERIFYEXISITNG CONDITIONS IN THE FIELDE. CURTAINS ARE N.I.C. ALL CURTAIN RIGGING,RIGGING STRUCTURE, AND CURTAINOPERATION DEVICES SHALL BE FURNISHEDAND INSTALLED BY CONTRACTOR6122.4JHROUGH CURTAINTRACK LOCATIONSD109D109D109D109D109D109(E)CEILING(E)CEILING(E)CEILINGD116D116D116D116D116666D117(E) W24X76UNISTRUT PFL2-373/8" DIA. THREADED ROD, TYP.UNISTRUTP1001UNISTRUT P1000 SLEEVE W/ P2485CLIPS @ 12" O.C. CUT SLEEVES TO 8"SHORTER THAN T.R.SEE 2/A9.2-2 FOR TRACK CONNECTIONNOTESUNISTRUT P1354A, TYP.ALL BRACES. 2 BOLTSCONN. TO BRACE, TYP.UNISTRUT P1000,TYP. ALL BRACES(E) CEILING PLANETO REMAINUNISTRUT P2867A CLAMP(E) WT5X11 TRUSS CHORD3" TYP.SQUARE WASHERAND NUT EA. SIDE,EA. END, TYP.NOTE: ALL CONN. TO OPEN FACE OF UNISTRUTUSE 1/2" DIA. M.B. & CHANNEL NUTS W/ SPRINGS,TYP U.O.N. WHERE BOLTS CONN. TO OPPOSITESIDE OF STRUTS, PUNCH HOLES FOR 1/2" DIA M.BAS REQ'D9" MAX4' - 0" O.C. MAXLOCATE IN PLANEBRACE WITHIN 6"OF HANGER RODMAXHANGER RODBEYONDUNISTRUT P1001CURTAIN TRACK,SEE 1/A9.2-2UNISTRUT P1001CIUEIHU9AS.OAFRANCN4080HINSL11ALECRNDEN VA,NINGCRAETCEITSCSNNG R O U P7S506C07182PRAO90AEUC+ER4SHEET TITLE AND NO.ISSUEDATEPLAN CHECK 02/13/201503/25/2015PROJECT:FILE:CA REG.PROJECTARCHITECTLICENSE #PROJECT #FILE #NBACK CHECK321ST07-31-2015OARCHITECTFOFCALEREN.A TARNNO.SEJONATHANLICNEC-30361DTECHITARCHARTMAN 04/10/2015BID SET405/08/2015BID ADDENDUM 1505/15/2015BID ADDENDUM 265/15/2015 2:20:03 PMA9.2-2CARLSBADDOVELIBRARY1775 DOVE LANECARLSBAD, CA 92011AUDITORIUMCURTAINDETAILS 3" = 1'-0"1ICL - CURTAIN TRACKSTRUCTURE - ELEV 3" = 1'-0"2ICL - CURATIN TRACKSTRUCTURE - SECTION 1/4" = 1'-0"3ENLARGED RCP - FIRSTFLOOR CURTAINSKEYNOTES160 STORAGE SHELVING. BASIS OF DESIGN: EQUIPTO,INC. V-GRIP SHELVING #675W5S, (5) UNITS, 48” WIDE24” DEEP X 84” HIGH, WITH CLOSED SHELVING ENDS,SOLID BACK PANELS AND (5) STEEL 450LB CAPACITYSHELVES WITH ALL REQUIRED SHELF BEAMS ANDACCESSORIES PER UNIT. ALL UNITS TO HAVELOCKABLE STL. MESH HINGED DOUBLE DOORS. ALLUNITS TO BE INDIVUALLY ANCHORED TO REAR CMUWALL. SHELVING UNIT AND DOORS TO BE“EQUIPTO TEXTURED BLACK” COLOR OR MATTEBLACK FINISH538 PATCH AND REPAIR CEILING FINISH TO RESTOREORIGINAL UNIFORMITY AND QUALITY. CAULKAROUND ALL PENETRATIONS THROUGH CLG., TYP.539 PAINT OUT AUDITOIUM GYP. CEILING AND ALLSTRUCTURAL, MECH, ELEC, AND PLUMBINGELEMENTS PER ARCHITECTS SAMPLE, TYP.540 TRACK TO PENETRATE WALL, PROVIDE 8"X8"OPENING, VIF541 CURTAIN OPERATING MOTOR545 PATCH, REPAIR, AND EXTEND (E) PLATFORMCEILING ASSMEBLY TO PROVIDE A CONTINUOUSPLANE FROM NEW EAST-TO-WEST BOUNDARYWALLS, TYP.D109 (R) CEILING FINISH AS REQ'D TO EXPOSE (E)STRUCTURE FOR CURTAIN TRACK SUPPORTINSTALLATION, TYP.D116 (R) EXISTING GYP CEILING ONLY WHERE REQ'D TOCOMPLETE OTHER DEMO AND NEW WORKD117 (R) EXISTING GYP SOFFIT FACE TO ALLOW FORALIGNMENTS WITH NEW ROOMS ADJACENT TORAISED PLATFORM. SEE 3/A9.2-2 FOR ALIGNMENTNOTES 1/4" = 1'-0"5ENLARGED DEMO RCP - AUDITORIUM 1 1/2" = 1'-0"6ICL - MAIN CURTAINSTRUCTURE - SECTION 1 1/2" = 1'-0"7ICL - MAIN CURTAININ-PLANE BRACE -SECTION6 MOUNTING:PANEL - LOCATION: VOLTAGE:208 / 120 3P/4W/60Hz AIC SYM:225 AMP BUS MAIN LUGS ONLY DESCRIPTION VOLT-AMPERES VOLT-AMPERES DESCRIPTION PHASE A PHASE B PHASE C PHASE A PHASE B PHASE C 720 1 20 1220 1 720 720 1 20 3420 1 720 720 1 20 5620 1 500 900 1 20 7820 3 500 360 1 20 91020 -500 500 1 20 11 12 20 - 500 1 20 13 14 20 1 500 540 1 20 15 16 20 1 500 500 1 20 17 18 20 1 500 500 1 20 19 2 0 20 1 500 500 1 20 21 22 20 1 500 2 250 1 20 23 24 20 150 200 1 20 25 26 20 1 800 2 1000 1 20 27 28 20 1 500 2 2 1000 1 20 29 30 20 1 500 2 1 1800 1 20 31 32 30 3 2401 1 700 1 20 33 34 30 -2401 1 700 1 20 35 36 30 -2401 1 800 1 20 37 38 1 1080 1 20 39 40 41 42 VA PER PHAS 5420 4900 3670 5421 5121 3951 VA PER PHASE EXIST. LOAD, READING TOTAL VA PER PHASE 10,841 10,021 7,621 CONTINOUOUS LOAD X 1.25 =VA TOTAL CONNECTED VA 28483 + OTHER =28483 VA NOTES TOTAL CEILING OUTLETS = TOTAL LOAD =28483 VA AMPS 1 TOTAL CONV. OUTLETS =2 M ISC. OUTLETS =3 4 SPACE SPACE 79 NEW C.B. TO MATCH EXISTING EXISTING C.B. WITH NEW LOAD (N)AUTO DOORS - (N)AUTO DOORS SPACE (N) REC RM 141A, 142 SPACE (N) AV RACK (N)FESTOON LTG RECEPT (N)CHAIR LIFT AV - AC ROOF (N)AUTO DOORS - (N)SIGN LIGHTING DISPLAY CASE FLAG POLE LIGHT BOOK CONVEYOR (N) AV RACK (N)FESTOON LTG RECEPT EWC FURNITURE SYSTEM EWC FURNITURE SYSTEM TEMP CONTROL PNL / RM 169 LIGHTING RM 130.4 REC / RM 125 (N)CHAIR LIFT REC / RM 125 FURNITURE SYSTEM REC / RM 113, 137 FILM RACK REC / RM 122 EXTERIOR RECEPTACLE REC / RM 125 REC / RM 169 REC / RM 125 REC / RM 168 REC / RM 124 REC / RM 138 REC / RM 123 REC / RM 137 B K R C I R C I R SURFACE LC (EXISTIN R E C L T G N O T E S RM 170 10,000 P O L E M I S C N O T E S L T G R E C M I S C P O L E B K R MOUNTING:PANEL - LOCATION: VOLTAGE:208 / 120 3P/4W/60Hz AIC SYM:225 AMP BUS MAIN 225 A CB, 3P DESCRIPTION VOLT-AM PERES VOLT-AM PERES DESCRIPTION PHASE A PHASE B PHASE C PHASE A PHASE B PHASE C 500 1 20 1220 1 720 500 1 20 3420 1 720 500 1 20 5620 1 500 540 1 20 7840 1 500 720 1 20 91020 1 540 720 1 20 11 12 20 1 500 720 1 20 13 14 20 1 540 1440 1 20 15 16 20 1 540 1440 1 20 17 18 20 1 500 750 1 20 19 2 0 20 1 500 1200 1 20 21 22 20 1 500 2 667 1 20 23 24 20 150 2 180 1 20 25 26 150 3 9720 1 20 27 28 150 -9720 1 20 29 30 150 -6880 1 5333 1 3 60 31 32 50 24160 1 5333 -60 33 34 --4160 5333 -60 35 36 50 24160 1 37 38 -4160 39 40 41 42 VA PER PHAS 8023 9193 8660 20300 16180 12590 VA PER PHASE EXIST. LOAD, READING TOTAL VA PER PHASE 28,323 25,373 21,250 CONTINOUOUS LOAD X 1.25 =VA TOTAL CONNECTED VA 74946 + OTHER =74946 VA NOTES TOTAL CEILING OUTLETS = TOTAL LOAD =74946 VA AMPS 1 TOTAL CONV. OUTLETS =2 M ISC. OUTLETS = 1 3 4 SPACE SPACE 208 NEW C.B. TO MATCH EXISTING EXISTING C.B. WITH NEW LOAD -(N) 50 A SPO SPACE - SPACE SPACE SPARE - (N) WATER HEATER (N) 50 A SPO -- (N) EF-1 GALLERY LOUVER / RM 155 GALLERY DIGITAL SIGN PANEL "LD1" SPARE - TRACK LTS / RM 146 REC (REFRIGERATOR) / RM 150 INSTANT HOT WATER HEATER / RM 150 GALLERY LOUVER / RM 155 MICROWAVE / RM 150 GALLERY LOUVER / RM 155 REC / RM 155 EXTERIOR RECEPTACLE REC / RM 155 REC / RM 150 TRACK LTS / RM 146 REC / RM 150 REC / RM 154 EXTERIOR RECEPTACLE REC / RM 154 PAY PHONES REC / RM 155 REC / RM 150 REC / RM 151 REC / RM 146 REC / RM 151 REC / RM 147 B K R C I R C I R SURFACE LD (EXISTIN R E C L T G N O T E S RM 170 10,000 P O L E M I S C N O T E S L T G R E C M I S C P O L E B K R MOUNTING:PANEL - LOCATION: VOLTAGE:208 / 120 3P/4W/60Hz AIC SYM:225 AMP BUS MAIN LUGS ONLY DESCRIPTION VOLT-AM PERES VOLT-AM PERES DESCRIPTION PHASE A PHASE B PHASE C PHASE A PHASE B PHASE C 360 1 20 1220 1 540 540 1 20 3420 1 540 720 1 20 5620 1 540 360 1 20 7840 3 540 1000 1 20 91040 -2000 1000 1 20 11 12 40 -2000 720 1 20 13 14 20 1 1000 540 1 20 15 16 20 1 1000 1080 1 20 17 18 20 1 1000 540 1 20 19 2 0 20 1 1000 540 1 20 21 22 20 1 1000 540 1 20 23 24 20 1 1000 540 1 20 25 26 20 1 540 540 1 20 27 28 20 1 540 360 1 20 29 30 20 1 540 1 900 5 1 20 31 32 20 1 6 1080 1 1 1260 7 1 20 33 34 20 1 7 1260 1 1 900 5 1 20 35 36 20 1 7 1260 1 1 540 3 1 20 37 38 20 1 1 528 1 1 540 3 1 20 39 40 20 1 6 1080 1 1 20 41 42 20 1 6 1080 1 VA PER PHAS 3960 4960 4600 5228 7420 7420 VA PER PHASE EXIST. LOAD, READING TOTAL VA PER PHASE 9,188 12,380 12,020 CONTINOUOUS LOAD X 1.25 =VA TOTAL CONNECTED VA 33588 + OTHER =33588 VA NOTES TOTAL CEILING OUTLETS = TOTAL LOAD =33588 VA AMPS 1 TOTAL CONV. OUTLETS = 55 2 M ISC. OUTLETS = 1 3 4 COLUMN OUTLETS RM 225 (N) REC/ RM 238,239,240 93 EXISTING C.B. WITH NEW LOAD (N)REC / RM 238, 239, 240 (N) REC/ RM 233 (N)REC / RM 235, 236 (N) EF-2 (N)REC / RM 235, 236 (N) FLR REC/RM 230 REC / RM 223 REC / RM 226 (N)REC / RM 230, 238, 239, 240 (N) REC/ RM 234,235 (N)REC / RM 227, 230 (N) REC/ RM 233 REC / RM 228 COPIER / RM 237 REC / RM 228, 229 REC / RM 230 REC / RM 229 REC / RM 226 REC / RM 231 IDF / RM 238 REC / RM 231 COPIER / RM 237 REC / RM 231 COPIER / RM 237 EWC / RM 224 REC / RM 223 REC / RM 230 REC / RM 238 REC / RM 230 IDF / RM 238 REC / RM 235, 236 REC / RM 233 REC / RM 234 REC / RM 223 EWC / RM 224 REC / RM 223 REC / RM 234 REC / RM 233 REC / RM 233 REC / RM 233 B K R C I R C I R SURFACE LF (EXISTIN R E C L T G N O T E S ELEC. RM 105 10,000 P O L E M I S C N O T E S L T G R E C M I S C P O L E B K R DATE:5/15/2015 PANEL VOLTAGE:208/120V CKT CODE: 1=(CONTINUOUS LOAD) JOB:2108010 PHASE & WIRE:3ph,4W 2=(NON-CONT. LOAD) PANEL:LG BUS (AMPS):225A 3=(RECEPTACLES) AIC RATING:10,000 MAINS:225A 4=(KIT. EQUIPMENT) LOAD LOAD NO. CODE TRIP POLE DESCRIPTION MISC REC LITE VA A B C VA MISC REC LITE DESCRIPTION TRIP POLE CODE NO. 1 3 20 1 P100 / RM 131 900 1440 ////// //////540 P117 / RM 129 20 1 3 2 3 3 20 1 P102 / RM 131 720 //////1260 ////// 540 SPARE 20 1 3 4 5 3 20 1 P108 / RM 128 720 ////// //////1260 540 REC / RM 130 20 1 3 6 7 3 20 1 P101 /RM 131 720 1080 ////// //////360 (N) RECEPT - 128 20 1 3 8 9 3 20 1 P109 / RM 128 720 //////2720 //////2000 UPSTAGE BACK LIGHTS 20 1 3 10 11 3 20 1 P113 / RM 131 300 ////// //////700 400 (N)CCTV CAMERAS 20 1 3 12 13 3 20 1 P103, P104 RM 132 300 660 ////// //////360 (N) RECEPT - 128 20 1 3 14 15 3 20 1 P115, P116 / RM 130 800 //////1280 //////480 LTG / RM 130.1, 130.2 20 1 3 16 17 3 20 1 P118 / RM 128 SCREENS 800 ////// //////1000 200 AISLE LTS / RM 130 20 1 3 18 19 3 20 1 P105, P106 /RM 132 1080 1260 ////// //////180 (N) RECEPT - 128 20 1 3 20 21 3 20 1 TRACK LTG / RM 131 1200 //////1400 //////200 OVERHEAD PROJ / RM 130 20 1 3 22 23 3 20 1 TRACK LTG / RM 131 1200 ////// //////1560 360 (N) RECEPT - 128 20 1 3 24 253201 (N) RECEPT- 128 180 2100 ////// //////1920 P123 / RM 130 20 1 3 26 273201 (N) RECEPT - 128 180 //////360 //////180 (N) UNDER CHAIR REC 20 1 3 28 293201 (N) RECEPT - 128 180 ////// //////360 180 AMPLIFIER OUTLET 20 1 3 30 31 3 20 1 P110, P111 / RM 128 1560 3480 ////// //////1920 P124 / RM 130 20 1 3 32 333201 (N)PROJECTOR 180 //////360 //////180 (N) STAGE FLOOR OUTLETS 20 1 3 34 353201 (N) PROJECTOR SCREEN 200 ////// //////380 180 AMPLIFIER OUTLET 20 1 3 36 37 3 20 1 P112, P114 /RM 131 1320 1500 ////// //////180 P125 / RM 128 20 1 3 38 393201 (N)REC / RM 131, 132, 130 540 //////1260 //////720 (N)BACK STAGE REC 20 1 3 40 41 3 20 1 AMPLIFIER OUTLET 180 ////// //////360 180 AMPLIFIER OUTLET 20 1 3 42 433201 (N) RECEPT - RACK 128 540 1080 ////// //////540 (N) RECEPT - 128 STAGE 20 1 3 44 453201 (N) RECEPT - RACK 128 360 //////540 //////180 (N) RECEPT - 128 STAGE 20 1 3 46 473201 (N) RECEPT - RACK 129 360 ////// //////540 180 (N) RECEPT - 128 STAGE 20 1 3 48 493201 (N) RECEPT - RACK 130 180 360 ////// //////180 (N) RECEPT - 130B 20 1 3 50 513201 (N) RECEPT - RACK 131 180 //////360 //////180 (N) RECEPT - 130B 20 1 3 52 533201 SPARE ////// //////0 (N) RECEPT - 130B 20 1 3 54 TOTAL 11520 8640 6160 CONNECTED KVA 26.3 NOTES:CONN.KVA (CODE 1)0.0 --- CONN.KVA (CODE 2)0.0 ---CONN.KVA (CODE 3)28.7 ---CONN.KVA (CODE 4)0.0 --- --- BY:---FEEDER DEMAND KVA 19.3 ISSUE DATE:---FEEDER DEMAND AMPS 53.7 PANEL: LOAD DESIGNATION CKTCKT CB LOAD DESIGNATION CBPHASES LIGHTING FIXTURE SCHEDULE Type Photo DESCRIPTION CATALOG#SPEC SHEET SOURCES TYPE VOLTAGE INPUT WATTS REMARKS A DAYBRITE SERIES- 2x4, 4300 NOMINAL DELIVERED LUMENS, 3500K, DIFFUSE,DIM 0- 10V 2DLG43L835-4-D-UNV-DIM-AK http://www.lightingproducts.philips.com/Documents/webdb2/DayBrite/pdf/ 0837-AR.pdf LED 277 41 RECESSED AE DAYBRITE SERIES- 2x4, 4300 NOMINAL DELIVERED LUMENS, 3500K, DIFFUSE, ,DIM 0- 10V, INTEGRAL EMERGENCY BATTERY PACK 2DLG43L835-4-D-UNV-DIM-EMLED-AK http://www.lightingproducts.philips.com/Documents/webdb2/DayBrite/pdf/ 0837-AR.pdf LED 277 41 NOT USED B LEDALITE SERIES-TRUGROOVE STANDALONE DEFINITION LED, CRI >80 3500K, 3000 LM/4FT DIRECT, FLUSH SILK LENS,DIM 0-10V 39S0LBELS-1-8-DIM-AK http://www.lightingproducts.philips.com/Documents/webdb2/Ledalite/pdf/3 9S0LAEL.pdf LED 277 41.8 RECESSED BE LEDALITE SERIES-TRUGROOVE STANDALONE DEFINITION LED, CRI >80 3500K, 3000 LM/4FT DIRECT, FLUSH SILK LENS,DIM 0-10V,INTEGRAL EMERGENCY BATTERY PACK 39S0LBELS-1-8-DIM-OCC-DAY-SWZ-EMLED-AK http://www.lightingproducts.philips.com/Documents/webdb2/Ledalite/pdf/3 9S0LAEL.pdf LED 277 41.8 NOT USED D1 DOME-S-I GRANDE, LINE VOLTAGE PENDANTS CASED OPAL GLASS ENCLOSED IN MOUTH-BLOWN TRANSPARENT GLASS. SATIN NICKEL FINISH. 6' BLACK CORD. INCLUDES(1)60W G9 BASE HALOGEN LAMP. HS246CRSC2G60 http://lbllighting.com/Products/Fixtures/Line‐Voltage‐Pendants/Dome‐ S‐I‐Grande‐Line‐Voltage‐Pendant HALOGEN 60W G9 277 60 PENDANT E CALCULITE SERIE - LED 6" ROUND APERTURE, 1500/2000 LUMEN, 3500K, LED, WIDE BEAM, DOWNLIGHT TRIM, 0-10V DIMMING C6L10DL35KWCCDWVB/C6L10NUVBZ10V http://www.lightingproducts.philips.com/Documents/webdb2/Lightolier%2 0USA/pdf/C6L-DL-VB.PDF LED 277 14 RECESSED F LIGHTOLIER SERIES - MICROSQUARE SUSPENDED LED, CRI >80 3500K,5400LM/4FT SEMI-INDIRECT, 53.5% UP /46.5% REFLECTOR MIRO-SILVER ALUMINUM/ DIMMING MQ06LBGFF4-7-2E-WAK http://www.lightingproducts.philips.com/Documents/webdb2/Lightolier%2 0USA/pdf/MQ06L.pdf LED UNIVERSAL 37.2 PENDANT FE LIGHTOLIER SERIES - MICROSQUARE SUSPENDED LED, CRI >80 3500K,5400LM/4FT SEMI-INDIRECT, 53.5% UP /46.5% REFLECTOR MIRO-SILVER ALUMINUM/ EMERGENCY MQ06LBGFF4-7-2E-EMER-WAK http://www.lightingproducts.philips.com/Documents/webdb2/Lightolier%2 0USA/pdf/MQ06L.pdf NOT USED N CALCULITE SERIE - WHITE LED 4" ADJUSTABLE ACCENT, LIGHT ENGINE 1500LM, 3500K, FLOOD, 0-10V DIMMING C4LA15NUZ10V/C4L15A35K8FL/C4LACCDW http://www.lightingproducts.philips.com/Documents/webdb2/Lightolier%2 0USA/pdf/C4LA.pdf LED 277 27.2 RECESSED M LUMEC SERIE - NEW WESTMINSTER, TYPEIII WALL MOUNTED SCONCE EFFICACY 60LM/W 4000K NWS-M-40W42LED4K-ACDR-CPD-R-RLE3 http://www.lightingproducts.philips.com/Documents/webdb2/Lumec/pdf/N ew-Westminster_series.pdf LED 277 45 SURFACE/ WALL ME LUMEC SERIES - NEW WESTMINSTER, TYPEIII WALL MOUNTED SCONCE EFFICACY 60LM/W 4000K - EMERGENCY BATTERY PACK NWS-M-40W42LED4K-ACDR-CPD-R-RLE3EBP http://www.lightingproducts.philips.com/our-brands/lumec/sconces-new- westminster-nws- m.html#!f=%40Brand%3aLumec%2b%40LampSource%3aLED LED 277 45 NOT USED P LUMEC SERIES- NEW WESTMISNSTER, 42 LED TYPE III, 2700 LUMENS,60LM/W, 4000K NWS601-40W42LED4K-ACDR-CPD-R-RLE3 http://www.lightingproducts.philips.com/Documents/webdb2/Lumec/pdf/N ew-Westminster_series.pdf LED 277 45 10 FT -4" ROUND AL POLE MOUNTED R TRUEGROOVE LINEAR ASYMMETRIC, FLUSH MESOOPTICS LENS- DIM 0-10V CRI >80 3500K, 1500 lm/4ft 39S8LBKQS-1-4-7-2-E-AK http://docs.ledalite.com/download/pdf/39S8LBKQ.pdf LED 277 18.7 SURFACE/ WALL X PHILIPS - ARCHITECTURE EDGE LIT LED EXIT, AC ONLY, WHITE HOUSING, RED LETTERS W/MIRROR BACKGROUND, 8" LETTERS, DOUBLE-FACE, INTELLI-CHARGE DIAGNOSTICS /BATTERY PACK 90 MINUTES. CA6RCW2ICXO5 http://www.lightingproducts.philips.com/Documents/webdb2/Chloride/pdf/ CE-10500.pdf LED 277 4.7 SURFACE/CEILING/ WALL (N) HEADER/SILL CONN. TO (E) CONC. COL. 5/15/2015 TTG SK-1 ADDENDUM 2 NTS 0214621.0 COLE LIBRARY RENOVATION 1/4 EA. STIFFENER PLATE 3/8" THK. STIFFENER PLATE, EA SIDE , T&B 1-1/2" 1-1/2" TYP. STIFFENER PLATE L6x3x1/4x0'-3-1/2" LONG, T&B SK 1 (N) HEADER/SILL CONN. TO (E) WF COL. 5/15/2015 TTG SK-2 ADDENDUM 2 NTS 0214621.0 COLE LIBRARY RENOVATION SK 2 (N) HEADER/SILL CONN. TO (E) WF COL. NOTES: 1) CONN. ON OPPOSITE SIDE OF WF COL. NOT SHOWN FOR CLARITY. 2) WHERE (E) LIGHT GAGE STUDS ARE CUT FOR (N) WINDOW OPENINGS - CONN. (E) STUDS TO (N) 16 GA TRACK W/ #10 SDS EACH FLANGE. CONN. (N) TRACK TO (N) HSS HEADER/SILL WITH #12 SDS @ 16" O.C. STAGGERED. 3) NOTE 2 APPLIES AT BOTH HEADER AND SILL CONDITIONS AND SK-1. (3-3/8" LONG TYP) EXHIBIT D Library Renovation Projects CITY OF CARLSBAD – Carlsbad Dove Library Group 4 Architecture Research + Planning, Inc. City of Carlsbad Contract 40301 Group 4 Project No. 14449-01 Bid Addendum 2 – May 15, 2015 ACOUSTICAL WALL PANELS SECTION 09842 –1 SECTION 098420 –ACOUSTICAL WALL 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 SECTION INCLUDES A. Fabric-wrapped acoustical wall panels. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. B. Shop Drawings: Show fabrication and installation details for acoustical wall panels, including plans, elevations, sections, details, and attachments to other Work. 1. Show orientation of fabric application, pattern matching, and seams. C. Samples for Verification: Units of each type of acoustical wall panel indicated; in sets for each color, texture, and pattern specified for facing materials, showing the full range of variations expected in these characteristics. Include samples of installation devices and accessories. 1. Fabric: 12" by 12" samples. 2. Acoustical Core: 12" x 12" sample. 3. Mounting Devices: 12-inch long sample. D. Sustainability Submittals: 1. Product Data for products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. a. Include statement indicating costs for each product having recycled content. 2. Product Data for each material, including its source, cost, and the fraction by weight that is considered regional and that has been extracted, harvested, or recovered, as well as manufactured, within 500 miles (800 km) of Project site. 3. Product Data for field-applied touch up primers, paints, clear coatings, and galvanizing agents, include printed statement of VOC content and chemical components. E. Product Certificates: Signed by manufacturers of acoustical wall panels certifying that products furnished comply with requirements. F. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects and owners, and other information specified. CITY OF CARLSBAD – Carlsbad Georgina Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01 SECTION 09842 –2 ACOUSTICAL WALL PANELS G. Product Test Reports: From a qualified testing agency indicating acoustical wall panels comply with requirements, based on comprehensive testing of current products. H. Maintenance Data: For acoustical wall panels and facings to include in maintenance manuals specified in Division 1. 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: A firm experienced in manufacturing acoustical wall panels similar to those indicated for this Project and with a record of successful in-service performance. B. Source Limitations for Acoustical Wall Panels: Obtain acoustical wall panels from one source with resources to provide products of consistent quality in appearance and physical properties. C. Fire-Test-Response Characteristics: Provide acoustical wall panels with the following surface-burning characteristics as determined by testing identical products per ASTM E 84 by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify acoustical wall panels with appropriate markings of applicable testing and inspecting agency. 1. Flame Spread: 25 or less. 2. Smoke Developed: 450 or less. 1.5 DELIVERY, STORAGE, AND HANDLING A. Protect acoustical wall panels from excessive moisture when shipping, storing, and handling. Deliver in unopened bundles and store in a dry place with adequate air circulation. Do not deliver material to building until wet-work, such as concrete and plaster, has been completed and cured to a condition of equilibrium. Protect panel edges from crushing and impact. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not install acoustical wall panels until construction in spaces is complete and ambient temperature and humidity conditions are maintained at the levels indicated for Project when occupied for its intended use. 1. Do not install acoustical panels until building is closed in and HVAC system is operational. 2. Locate materials onsite at least 24 hours before beginning installation to allow materials to reach temperature and moisture content equilibrium. 3. Maintain the following conditions in areas where acoustical materials are to be installed 24 hours before, during and after installation: a. Relative Humidity: 65 - 75%. b. Uniform Temperature: 55 - 70 degrees F (13 - 21 degrees C). B. Air-Quality Limitations: Protect acoustical wall panels from exposure to airborne odors, such as tobacco smoke, and install panels under conditions free from odor contamination of ambient air. CITY OF CARLSBAD – Carlsbad Dove Library Group 4 Architecture Research + Planning, Inc. City of Carlsbad Contract 40301 Group 4 Project No. 14449-01 Bid Addendum 2 – May 15, 2015 ACOUSTICAL WALL PANELS SECTION 09842 –3 C. Field Measurements: Verify wall surface dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish surface dimensions and proceed with fabricating acoustical wall panels without field measurements. Coordinate wall construction to ensure that actual surface dimensions correspond to established dimensions. 1.7 EXTRA MATERIALS A. Furnish extra materials described below, before installation begins, that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Fabric-Wrapped Wall Panels: Full-size units equal to 2 percent of amount installed. PART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to manufacturers named below. 1. Wall Technology, Inc. a. Product: New Dimensions, A108 Series composite panel. b. Finish: Factory applied fabric in color to match architect’s sample and existing adjacent . 2. Owens Corning, Conwed Designscape a. Product: Conwed Respond A Series, fabric-wrapped acoustical wall panels. b. Finish: Factory applied fabric in color to match architect’s sample. 3. Substitutions: In accordance with Section 01630. 2.2 MATERIALS, GENERAL A. Volatile Organic Compound (VOC) Emissions and Toxic Substances: Provide materials with minimal or no volatile organic compound (VOC) emissions per state and local regulations and free of toxic substances. 2.3 FABRIC-WRAPPED ACOUSTICAL WALL PANELS A. Construction: Noncombustible and dimensionally stable glass fiber core, 6-7 pcf with fabric wrap at edges to provide trimless edges. 1. Panel Thickness: 2-inches. 2. Edges: Square. 3. Corners: Square. 4. Finish: Factory-applied, fine-textured coating, applied to porous textile material, a. Where adjacent to existing acoustical panels, match the existing adjacent fabric color and texture. b. At the stage area, provide fabric from the full range of manufacturer’s colors and fabrics. c. Flammability: ASTM E84 Tunnel Test: CITY OF CARLSBAD – Carlsbad Georgina Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01 SECTION 09842 –4 ACOUSTICAL WALL PANELS 1) Flame Spread Rating: Class A, 25 or less. 2) Smoke Developed Rating: 15 or less. 5. Sound-Absorption Performance: Provide acoustical wall panels with minimum noise reduction coefficients indicated, as determined by testing per ASTM C423 for mounting type specified. 2” panel = minimum NRC 1.05. B. Fabricate panels to sizes and configurations indicated; attach facing materials to cores to produce installed panels with visible surfaces fully covered and free from waves in fabric weave, wrinkles, sags, blisters, seams, adhesive, or other foreign matter. 1. Fabricate back-mounted panels in factory to exact sizes required to fit wall surfaces, based on field measurements of completed substrates indicated to receive acoustical wall panels. 2. Where square corners are indicated, tailor corners. 3. Where fabrics with directional or repeating patterns, or directional weave, are indicated, mark fabric top and attach fabric in same direction. 4. Where fabric facings with seams are indicated, fabricate invisible seams and comply with Shop Drawings for location. C. Dimensional Tolerances of Finished Units: Plus or minus 1/16 inch (1.6 mm) for the following: 1. Thickness. 2. Edge straightness. 3. Overall length and width. 4. Squareness from corner to corner. 2.4 ACCESSORIES A. Back-Mounting Accessories: Manufacturer's standard or recommended accessories for securely mounting panels, of type and size indicated, to substrates provided; and complying with the following requirements: 1. Mechanically Mounted Edge-Reinforced Panels: Metal panel-clip and base-support bracket system consisting of two-part panel clips, with one part of each clip mechanically attached to back of panel and the other part to wall substrate, designed to support panels laterally; and base-support brackets designed to support full weight of panels; with both designed to allow for panel removal. 2. Mechanically Mounted Edge-Reinforced Panels: Metal impaling clips designed to support weight of panels, mechanically attached to wall substrate according to panel manufacturer's standard pattern and adhesively bonded to back of panel, with base- support brackets where recommended by manufacturer for additional support of panels. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and blocking, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting acoustical wall panel performance. Proceed with installation only after unsatisfactory conditions have been corrected. CITY OF CARLSBAD – Carlsbad Dove Library Group 4 Architecture Research + Planning, Inc. City of Carlsbad Contract 40301 Group 4 Project No. 14449-01 Bid Addendum 2 – May 15, 2015 ACOUSTICAL WALL PANELS SECTION 09842 –5 3.2 INSTALLATION A. Install acoustical wall panels in locations indicated with vertical surfaces and edges plumb, top edges level and in alignment with other panels, and scribed to fit adjoining work accurately at borders and at penetrations. Comply with panel manufacturer's written instructions for installation of panels using type of mounting accessories indicated or, if not indicated, as recommended by manufacturer. 1. Cut spline-mounted units to be at least 50 percent of unit width, with facing material extended over cut edge to match uncut edge. Scribe acoustical wall panels to fit adjacent work. Butt joints tightly. B. Screw head to be flush with panel surface. C. Securely affix wall panels by means of splines attached vertically to smooth wall or furring strips. Engage vertical kerfs on the edges of the wall panels with splines. Apply adhesive or use Velcro hook and loop fastening where necessary. D. Cover field cut edges by means of trim or other moldings. E. Construction Tolerances: As follows: 1. Variation from Plumb and Level: Plus or minus 1/16 inch (1.6 mm). 2. Variation of Joints from Hairline: Not more than 1/16 inch (1.6 mm). 3.3 CLEANING A. Construction Waste Management: Manage construction waste in accordance with provisions of Division 1 Section ‘Construction Waste Management’. Submit documentation for Credit MR 2.1 and Credit MR 2.2 to satisfy the requirements of that Section. B. Clean exposed surfaces of acoustical panel, trim, moldings and suspension members to comply with manufacturer's instructions for cleaning. C. Touch up any minor finish damage. D. Remove and replace work which cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. E. Clip loose threads; remove pills and extraneous materials. F. Clean panels with fabric facing, on completion of installation, to remove dust and other foreign materials according to manufacturer's written instructions. G. Remove surplus materials, rubbish, and debris resulting from acoustical wall panel installation, on completion of the Work, and leave areas of installation in a neat and clean condition. 3.4 PROTECTION A. Provide final protection and maintain conditions, including temperature and humidity limitations and dust control, in a manner acceptable to manufacturer and Installer that CITY OF CARLSBAD – Carlsbad Georgina Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01 SECTION 09842 –6 ACOUSTICAL WALL PANELS ensure acoustical wall panels are without damage or deterioration at time of Substantial Completion. B. Replace panels that cannot be cleaned and repaired, in a manner approved by Architect, before time of Substantial Completion. END OF SECTION 09842 CITY OF CARLSBAD – Carlsbad Dove Library Group 4 Architecture Research + Planning, Inc. City of Carlsbad Project No. 40301 Group 4 Project No. 14449-01 Bid Addendum 2 – May 15, 2015 DECORATIVE METAL RAILINGS 057300-1 SECTION 057300 – DECORATIVE METAL RAILINGS 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 SECTION INCLUDES A. Welded stainless steel ornamental handrails and railings. 1. Includes ramp handrails in the Auditorium 1.3 RELATED SECTIONS A. Section 062000 – Finish Carpentry: Wood handrails. 1.4 COORDINATION A. Coordinate installation of anchorages for handrails and railings. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. 1. If practical, provide allowance for trimming and fitting at site. 1.5 SCHEDULING A. Schedule installation so handrails and railings are mounted only on completed walls. Do not support temporarily by any means that do not satisfy structural performance requirements. 1.6 ACTION SUBMITTALS A. Product Data: For the following: 1. Manufacturer's product lines of railings assembled from standard components. 2. Grout, anchoring cement, and paint products. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work. 1. For installed products indicated to comply with design loads, include structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. C. Samples for Verification: For each type of exposed finish required. 1. Provide for each type of exposed finish required, prepared on 6-inch long section of railing component fabricated from metal indicated for the Work. 2. Fittings and brackets. 3. Welded connections. CITY OF CARLSBAD – Carlsbad Georgina Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01 DECORATIVE METAL RAILINGS 057300-2 D. Sustainability Submittals: 1. Product Data for products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content. a. Include statement indicating costs for each product having recycled content. 2. Product Data for each material, including its source, cost, and the fraction by weight that is considered regional and that has been extracted, harvested, or recovered, as well as manufactured, within 500 miles (800 km) of Project site. 3. Product Data for field-applied touch up primers, paints, clear coatings, and galvanizing agents, include printed statement of VOC content and chemical components. E. Structural Analysis: Provide calculations demonstrating compliance of pre-engineered handrail and infill system with ADA and CBC, including structural analysis data signed and sealed by the qualified professional engineer responsible for their preparation. 1.7 INFORMATIONAL SUBMITTALS A. Product Test Reports: Indicating handrails and railings comply with ASTM E985, based on comprehensive testing of current products. 1.8 QUALITY ASSURANCE A. Installer Qualifications: Arrange for installation of ornamental metal specified in this Section by the same firm that fabricated it. B. Fabricator Qualifications: A firm experienced in producing ornamental metal similar to that indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. C. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of handrails and railings that are similar to those indicated for this Project in material, design, and extent. D. Product Options: Information on Drawings and in Specifications establishes requirements for system's aesthetic effects and performance characteristics. Aesthetic effects are indicated by dimensions, arrangements, alignment, and profiles of components and assemblies as they relate to sightlines, to one another, and to adjoining construction. Performance characteristics are indicated by criteria subject to verification by one or more methods including structural analysis, preconstruction testing, field testing, and in-service performance. E. Source Limitations: Obtain each type of railing through one source from a single manufacturer. F. Welding: Qualify procedures and personnel according to the following: 1. AWS D1.6, "Structural Welding Code--Stainless Steel." CITY OF CARLSBAD – Carlsbad Dove Library Group 4 Architecture Research + Planning, Inc. City of Carlsbad Project No. 40301 Group 4 Project No. 14449-01 Bid Addendum 2 – May 15, 2015 DECORATIVE METAL RAILINGS 057300-3 G. All connection fittings must be bolted, clamped or screwed. Handrail welds must be completely seamless and invisible. 1.9 DELIVERY, STORAGE, AND HANDLING A. Deliver handrails, guardrails, and railing systems and related components in protective packaging. B. Store components in a dry, well-ventilated, weathertight place to avoid damage from moisture, abrasion and other construction activities. 1.10 SITE CONDITIONS A. Field Measurements: Verify handrail and railing dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating railings without field measurements. Coordinate wall and other contiguous construction to ensure that actual dimensions correspond to established dimensions. PART 2 - PRODUCTS 2.1 SUSTAINABILITY MATERIAL REQUIREMENTS, GENERAL A. Recycled Content: Provide products made from steel sheet with average recycled content such that postconsumer recycled content plus one-half of preconsumer recycled content is not less than 25 percent. B. Local/Regional Materials: Give preference to manufacturer’s whose facilities are within a 500 mile radius of the project site. Also give preference to materials that are harvested, extracted, mined, quarried, etc. within a 500 mile radius of the project site. C. VOC Content: Adhesives, sealants, paints, welding, and coatings applied on-site on the interior of the building and products used on the interior of the building shall comply with VOC limits. 1. Use materials that have the lowest possible VOC content in units of g/L when calculated according to 40 CFR 59, Subpart D (EPA Method 24). 2.2 MANUFACTURERS A. Basis-of-Design: The design for the rail system includes welded bar/tube stock from stainless steel. Subject to compliance with requirements, provide the named product or a comparable product by one of the following: 1. Basis-of-Design: HDI Railing Systems, Kubit System. 2. Architectural Metal Works. 3. Blum, Julius & Co., Inc. 4. Blumcraft of Pittsburgh. CITY OF CARLSBAD – Carlsbad Georgina Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01 DECORATIVE METAL RAILINGS 057300-4 2.3 PERFORMANCE REQUIREMENTS A. General: In engineering railings to withstand structural loads indicated, determine allowable design working stresses of railing materials based on the following: 1. Stainless Steel: 60 percent of minimum yield strength. 2. Steel: 72 percent of minimum yield strength. B. Structural Performance: Provide handrails and guards complying with CBC 1607.7 that are capable of withstanding the effects of gravity loads at any point without damage or permanent set for railing assemblies, wall rails, and attachments, and the following loads and stresses within limits and under conditions indicated: 1. Handrails: a. Uniform load of 50 lbf/ ft. (0.73 kN/m) applied in any direction. b. Concentrated load of 200 lbf (0.89 kN) applied in any direction. c. Uniform and concentrated loads need not be assumed to act concurrently. C. Thermal Movements: Allow for thermal movements from ambient and surface temperature changes acting on exterior metal fabrications by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. 1. Temperature Change: 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 2.4 METALS, GENERAL A. Metal Surfaces, General: Provide materials with smooth surfaces, without seam marks, roller marks, rolled trade names, stains, discolorations, or blemishes. B. Brackets, Flanges, and Anchors: Same metal and finish as supported rails, unless otherwise indicated. 2.5 STAINLESS STEEL A. Tubing: ASTM A554, Grade MT 304. B. Pipe: ASTM A312/A312M, Grade TP 304. C. Sheet, Strip, Plate, and Flat Bar: ASTM A666, Type 304. D. Bars and Shapes: ASTM A276, Type 304. 2.6 POSTS AND RAILINGS A. Railings: Type 304 stainless steel tubing. 1. Diameter: 1-1/2-inch outside diameter railings. 2. Tube Wall Thickness: 5/64-inch. 3. Finish: Brushed, No. 4 finish. CITY OF CARLSBAD – Carlsbad Dove Library Group 4 Architecture Research + Planning, Inc. City of Carlsbad Project No. 40301 Group 4 Project No. 14449-01 Bid Addendum 2 – May 15, 2015 DECORATIVE METAL RAILINGS 057300-5 B. Posts: Stainless steel bars. 1. Size: ½” x 2” inches. 2. Finish: Brushed, No. 4 finish. 3. Post base and anchorage: Either surface mount to existing concrete slab with a custom base that conforms to the existing floor conditions and slope, or fully grouted slab core mount are acceptable. Contractor to confirm existing conditions in field. Floor anchorage requirements per handrail manufacturer’s engineering calculations. C. Stainless steel handrails by handrail manufacturer, designed to be supported a maximum of 5’-0” on center and comply with all code requirements. D. Fittings: Stainless steel, sized to accommodate glass panel thickness, connected to post- mounted height-adjustable panel holders with security pin according to manufacturer’s design, finish to match rails. E. Wall Supports: 1/2-inch diameter supports designed to set handrail at 1-1/2-inches away from finished wall surface as indicated on Drawings. 1. Fastening Base: 3-1/8-inch diameter rosette, stainless steel with finish to match rails. 2.7 FASTENERS A. General: Provide the following: 1. Stainless-Steel Components: Type 304 stainless-steel fasteners. B. Fasteners for Anchoring Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring railings to other types of construction indicated and capable of withstanding design loads. 2.8 FABRICATION A. General: Fabricate railings to comply with requirements indicated for design, dimensions, member sizes and spacing, details, finish, and anchorage, but not less than that required to support structural loads. B. Assemble railings in the shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. Use connections that maintain structural value of joined pieces. C. Form work true to line and level with accurate angles and surfaces. D. Cut, reinforce, drill, and tap as indicated to receive finish hardware, screws, and similar items. E. Mechanical Connections: Connect members with concealed mechanical fasteners and fittings. Fabricate members and fittings to produce flush, smooth, rigid, hairline joints. 1. Fabricate splice joints for field connection using an epoxy structural adhesive if this is manufacturer's standard splicing method. F. Form changes in direction as follows: CITY OF CARLSBAD – Carlsbad Georgina Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01 DECORATIVE METAL RAILINGS 057300-6 1. As detailed. G. Provide returns at ends of handrails, unless otherwise indicated. Close ends of returns, unless clearance between end of rail and wall is 1/4 inch (6 mm) or less. H. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect railing members to other work, unless otherwise indicated. 2.9 FINISHES, GENERAL A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipment. 2.10 STAINLESS-STEEL FINISHES A. Remove tool and die marks and stretch lines or blend into finish. B. Grind and polish surfaces to produce uniform finish indicated, free of cross scratches. 1. Run grain of directionally textured finishes with long dimension of each piece. C. Directional Satin Finish: No. 4. D. When polishing is completed, passivate and rinse surfaces. Remove embedded foreign matter and leave surfaces chemically clean. PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL A. Fit exposed connections together to form tight, hairline joints. B. Perform cutting, drilling, and fitting required for installing railings. Set railings accurately in location, alignment, and elevation; measured from established lines and levels and free of rack. 1. Do not weld, cut, or abrade surfaces of railing components that have been coated or finished after fabrication and that are intended for field connection by mechanical or other means without further cutting or fitting. 2. Align rails so variations from level for horizontal members and variations from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet (5 mm in 3 m). C. Adjust railings before anchoring to ensure matching alignment at abutting joints. D. Fastening to In-Place Construction: Use anchorage devices and fasteners where necessary for securing railings and for properly transferring loads to in-place construction. CITY OF CARLSBAD – Carlsbad Dove Library Group 4 Architecture Research + Planning, Inc. City of Carlsbad Project No. 40301 Group 4 Project No. 14449-01 Bid Addendum 2 – May 15, 2015 DECORATIVE METAL RAILINGS 057300-7 3.2 RAILING CONNECTIONS A. Nonwelded Connections: Use mechanical or adhesive joints for permanently connecting railing components. Use wood blocks and padding to prevent damage to railing members and fittings. Seal recessed holes of exposed locking screws using plastic cement filler colored to match finish of railings. 3.3 ATTACHING HANDRAILS TO WALLS A. Attach handrails to glass supported railings with brackets. Provide brackets with 1-1/2-inch (38-mm) clearance from inside face of handrail and finished surface. B. Locate brackets as indicated or, if not indicated, at spacing required to support structural loads. C. Secure wood handrails to guard railing as detailed on Drawings. D. Secure wall brackets to building construction as detailed on Drawings. 3.4 CLEANING A. Construction Waste Management: Manage construction waste in accordance with provisions of Section 01524 Construction Waste Management. B. Clean stainless steel by washing thoroughly with clean water and soap, rinsing with clean water, and wiping dry. C. Clean and polish glass. D. Clean wood rails by wiping with a damp cloth and then wiping dry. 3.5 PROTECTION A. Protect finishes of railings from damage during construction period with temporary protective coverings approved by railing manufacturer. Remove protective coverings at time of Substantial Completion. B. Restore finishes damaged during installation and construction period so no evidence remains of correction work. Return items that cannot be refinished in field to shop; make required alterations and refinish entire unit, or provide new units. END OF SECTION 057300 CITY OF CARLSBAD – Carlsbad Georgina Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01 DECORATIVE METAL RAILINGS 057300-8 This Page Intentionally Left Blank CITY OF CARLSBAD – Carlsbad Dove Library  Group 4 Architecture Research + Planning, Inc.  City of Carlsbad Contract 40301  Group 4 Project No. 14449‐01 Bid Addendum 2 – May 15, 2015    COMMERCIAL WHEELCHAIR LIFTS 142020-1 SECTION 142020 - COMMERICIAL WHEELCHAIR LIFTS PART 1. GENERAL 1.1 SECTION INCLUDES A. Commercial wheelchair lifts. 1.2 RELATED SECTIONS A. Division 16 Sections for electrical service for elevators to and including disconnect and fused switches at machine room. B. Division 16 Sections for standby power source, transfer switch, and connection from auxiliary contacts in transfer switch to controller. C. Division 16 Section "Voice and Data Communication Cabling" for telephone service to elevators. D. Section 03300 - Cast-in-Place Concrete: Concrete for elevator machine foundation, and pit. E. Section 06100 - Rough Carpentry: Hoistway framing and building-in hoistway door frames F. Section 08710 - Door Hardware. G. Section 09260 - Gypsum Board Assemblies: Gypsum shaft walls. H. Section 09650 - Resilient Flooring: Floor finish in cab. I. Section 09900 - Paints and Coatings: Interior finish in cab. 1.3 REFERENCES A. American National Standards Institute (ANSI) B-29.2 - Chain Standards for Inverted Tooth (Silent) Chains and Sprockets. B. American Society of Mechanical Engineers (ASME) A17.1 - Safety Code for Elevators and Escalators. C. American Society of Mechanical Engineers (ASME) A18.1 - Safety Standard for Platform and Stairway Chair Lifts. D. CSA B44.1 - Elevator and Escalator Electrical Equipment. E. CSA B355 - Lifts for Persons with Physical Disabilities. F. CSA B613 - Private Residence Lifts for Persons with Physical Disabilities. G. U.S. Architectural & Transportation Barriers Compliance Board's "Americans with Disabilities Act (ADA), Accessibility Guidelines for Buildings and Facilities (ADAAG)". CITY OF CARLSBAD – Carlsbad Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01   COMMERCIAL WHEELCHAIR LIFTS 142020-2 H. ICC/ANSI A117.1 - Accessible and Usable Buildings and Facilities. I. NFPA 70 - National Electric Code. J. CSA - National Electric Code. 1.4 REQUIREMENTS OF REGULATORY AGENCIES: A. Fabricate and install work in compliance with applicable jurisdictional authorities. B. File shop drawings and submissions with local authorities as the information is made available. Company pre-inspection and jurisdictional authority inspections and permits are to be made on timely basis as required. 1.5 ACTION SUBMITTALS a.Product Data: Submit manufacturer’s product data for each system proposed for use. Include the following: 1)Signal and operating fixtures, operating panels and indicators. 2)Car design, dimensions and layout. 3)Car and landing-door and frame details. 4)Electrical characteristics and connection requirements. 5)Selection Samples: For each finish product specified requiring selection of color or finish, two complete sets of color charts representing manufacturer's full range of available colors and patterns. 6)Product Data: Manufacturer's data sheets on each product to be used, including: a) Preparation instructions and recommendations. b) Storage and handling requirements and recommendations. c) Installation methods. b.Shop Drawings: Show plans, elevations, sections, and large-scale details indicating service at each landing, lift tower layout, coordination with building structure, relationships with other construction, and locations of equipment and signals. 1)Car, lift tower, buffers and other components in hoistway. 2) Maximum loads imposed on guide rails requiring load transfer to building structure. 3)Clearances and travel of car. 4)Provide a complete layout of lift equipment detailing dimensions and clearances as required. 5)Include large-scale layout of car control station and standby power operation control panel. c.Sustainability Submittals: 1)Product Data for the following: a)For each composite-wood product used, documentation indicating that the bonding agent contains no urea formaldehyde. b)For each adhesive used, documentation indicating that the adhesive contains no urea formaldehyde. CITY OF CARLSBAD – Carlsbad Dove Library  Group 4 Architecture Research + Planning, Inc.  City of Carlsbad Contract 40301  Group 4 Project No. 14449‐01 Bid Addendum 2 – May 15, 2015    COMMERCIAL WHEELCHAIR LIFTS 142020-3 1.6 INFORMATIONAL SUBMITTALS a.Manufacturer Certificates: Signed by wheelchair lift manufacturer certifying that hoist-way and lift layout and dimensions, as shown on Drawings, and electrical service, as shown and specified, are adequate for wheelchair lift system being provided. b.Qualification Data: For Installer. 1.7 CLOSEOUT SUBMITTALS a.Operation and Maintenance Data: For elevators to include in emergency, operation, and maintenance manuals. b.Inspection and Acceptance Certificates and Operating Permits: As required by authorities having jurisdiction for normal, unrestricted elevator use. c.Warranty: Sample of special warranty. 1.8 QUALITY ASSURANCE A. Installer Qualifications: 1. Skilled tradesmen shall be employees of the installing contractor approved by the manufacturer, with demonstrated ability to perform the work on a timely basis. 2. Execute work of this section only by a company that has adequate product liability insurance. 1.9 DELIVERY, STORAGE, AND HANDLING A. Store products in manufacturer's unopened packaging until ready for installation. B. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction. 1.10 PROJECT CONDITIONS A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install systems under environmental conditions outside manufacturer's absolute limits. 1.11 WARRANTY A. Coverage - this warranty applies to the repair or replacement, at Manufacturer's option, of parts that fail due to defective material or workmanship. Manufacturer may, at its option, provide factory reconditioned parts. This warranty is provided to the Authorized Dealer on behalf of the final purchaser of the product and is not transferable. 1. The manufacturer shall offer a 36-month limited warranty on parts from date of shipment. CITY OF CARLSBAD – Carlsbad Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01   COMMERCIAL WHEELCHAIR LIFTS 142020-4 PART 2. PRODUCTS 2.1 MANUFACTURERS A. Basis of Design: Savaria, (2 Walker Drive, Brampton, ON, Canada, L6T 5E1; Tel: 800-661-5112; Fax: 905-791-2222; Web: www.savaria.com), or equal B. Requests for substitutions will be considered in accordance with provisions of Section 01600. 2.2 COMMERCIAL WHEELCHAIR LIFT A. Basis of Design: ACME Screw Vertical Platform Lifts: Savaria – Multilift Unenclosed. 1) The lift is a vertical platform lift consisting of a tower with a lifting platform. The platform is made to accommodate a wheelchair user or a person with impaired mobility. The lift can be used indoor in commercial applications. B. Work described in this section includes providing equipment, incidental material and labor required for a complete, operable screw drive wheelchair lift installation. Lifts shall be erected, installed, adjusted, tested and placed in operation by lift system manufacturer, or manufacturer's authorized installer. 1) Lifts shall be in accordance: a. ASME A18.1 and ADAAG compliant (USA) b. ASME A18.1 and A117.1 compliant (USA) C. The following preparatory work to receive the lifts specified in this section is part of the work of other sections: 1. Permanent 120 VAC, 20 amp single phase power to operate lift to be provided from a lockable fused/cartridge type disconnect switch with auxiliary contacts for battery operation. Refer to drawings for permanent power specifications and location of disconnects. Temporary power may be provided to expedite installation of lift. 2. Provide a plumb and square hoistway with smooth interior surfaces, including fascias. 3. Provide rough openings per lift contractor's shop drawings. 4. Provide substantial, level pit floor slab as indicated on the lift contractor's shop drawings. D. Characteristics: 1. Rated Load: 750 lb (340 kg). 2. Rated Speed: 8 fpm (0.04 m/s). 3. Car Clear Space Dimensions: a. 42 inches W by 60 inches D (1067 mm by 1524 mm). 4. Levels Serviced: 2. 5. Car Configuration: 90 degree exit 6. Travel: approximately 27 inches, verify in field 7. Pit Depth: 0” (Automatic fold up ramp provided) 8. Powder Coat Finish a. Almond beige – Standard CITY OF CARLSBAD – Carlsbad Dove Library  Group 4 Architecture Research + Planning, Inc.  City of Carlsbad Contract 40301  Group 4 Project No. 14449‐01 Bid Addendum 2 – May 15, 2015    COMMERCIAL WHEELCHAIR LIFTS 142020-5 9. Operation: Constant pressure. 10. Power Supply: 120 volt, 20 amp, 1 phase, 60 Hz. 11. Drive System: screwdrive and back-up nut 12. Manual Emergency Operation: A manual hand crank is provided to lower or raise the platform in case of emergency. 13. Emergency Power: 24 VDC Battery raising and lowering 14. Controller: Relay logic based controller E. Car Enclosure: Side Guards of platform shall have a steel frame with a powder coat finish and steel panel inserts to a minimum of 42 inches (1067 mm) high. F. Gates: 1. Lower landing platform gate: a. 42” high platform gate with a concealed electro/mechanical interlock. b. Operation: Automatic – Surface mounted gate opener for platform gate. 20 second minimum hold open. c. Gate Width: 36 inches (889 mm) 2. Upper landing gate: a. 42” low profile aluminum gate with a concealed electro/mechanical interlock. b. Flush closing operation with hoistway side. c. Operation: Automatic – Surface mounted gate opener for aluminum gate. 20 second minimum hold open d. Gate Width: 42 inches (1067 mm) G. Call Stations: Provide a surface, flush, or doorframe mounted call/send station. 1. Call stations will be: a. Keyless H. Car Operation: 1. Car operating panel shall consist of constant pressure buttons, an emergency stop button and an on/off key switch (when applicable). 2. Auxiliary lighting: The car shall be equipped with a battery operated light. The battery shall be the rechargeable type with an automatic recharging system. I. Screw Drive: The screw should have a diameter of 1 inch (25 mm) and a back-up nut shall be installed. J. Stopping Device: All limit switches shall be located in a position to be inaccessible to unauthorized persons. They shall be located behind the mast wall and be accessible through removable panels. K. Terminal Stopping Device: Normal terminal stopping devices shall be provided at top and bottom of runway to stop the car positively and automatically. L. Guide Rails and Bracket: Guide rails and brackets shall be used to guide the platform and sling. Guide rails shall form part of the structural integrity of the unit and be integral to the mast enclosure, ensuring stability and minimum platform deflection when loaded. CITY OF CARLSBAD – Carlsbad Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01   COMMERCIAL WHEELCHAIR LIFTS 142020-6 M. Car Sling: Car sling shall be fabricated from steel tubing 42 inches high (1070 mm) with adequate bracing to support the platform and car enclosure. Roller guide shoes shall be mounted on the top and bottom of the car sling to engage the guide rails. Guide shoes to be roller type with 3 inches (76 mm) diameter wheels. Roller guide shoes shall be used for better ride quality and durability. N. Wiring: All wiring and electrical connections shall comply with applicable codes. Insulated wiring shall have flame-retardant and moisture proof outer covering and shall be run in conduit, or electrical wire ways. PART 3. EXECUTION 3.1 EXAMINATION A. Do not begin installation until hoistway has been properly prepared. B. Site dimensions shall be taken to verify that tolerances and clearances have been maintained and meet CBC 410. C. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.PREPARATION A. Clean surfaces thoroughly prior to installation. B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions. 3.3 LIFT INSTALLATION A. Install all the components of the lift system that are specified in this section to be provided, and that are required by jurisdictional authorities to license the lift. B. Trained employees of the lift contractor shall perform all installation work of this section. C. Adjust lift for proper operation. 3.4 CLEANING a.Construction Waste Management: Manage construction waste in accordance with provisions of Section 015240 Construction Waste Management. 3.5 DEMONSTRATION b.Engage a factory-authorized service representative to train Owner's maintenance personnel to operate the wheelchair lift. c.Check operation of the wheelchair lift with Owner's personnel present and before date of Substantial Completion. Determine that operation systems and devices are functioning properly. CITY OF CARLSBAD – Carlsbad Dove Library  Group 4 Architecture Research + Planning, Inc.  City of Carlsbad Contract 40301  Group 4 Project No. 14449‐01 Bid Addendum 2 – May 15, 2015    COMMERCIAL WHEELCHAIR LIFTS 142020-7 d.Check operation of the wheelchair lift with Owner's personnel present not more than one month before end of warranty period. Determine that operation systems and devices are functioning properly. 3.6 PROTECTION A. Protect installed products until completion of project. B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION CITY OF CARLSBAD – Carlsbad Dove Library City of Carlsbad Contract 40301 Group 4 Architecture Research + Planning, Inc. Bid Addendum 2 – May 15, 2015 Group 4 Project No. 14449-01   COMMERCIAL WHEELCHAIR LIFTS 142020-8 Blank Page LIMITED HAZARDOUS BUILDING MATERIALS SURVEY COLE LIBRARY 1250 CARLSBAD VILLAGE DRIVE CARLSBAD, CALIFORNIA PREPARED FOR: City of Carlsbad 1635 Faraday Avenue Carlsbad, California 92008 PREPARED BY: Ninyo & Moore Geotechnical and Environmental Sciences Consultants 5710 Ruffin Road San Diego, California 92123 October 31, 2014 Project No. 107818001 October 31, 2014 Project No. 107818001 Mr. Patrick McGarry City of Carlsbad 1635 Faraday Avenue Carlsbad, California 92008 Subject: Limited Hazardous Building Materials Survey Cole Library 1250 Carlsbad Village Drive Carlsbad, California Dear Mr. McGarry: In accordance with PO Number P129074 dated October 7, 2014, Ninyo & Moore has performed a limited hazardous building materials survey of the Cole Library (subject building) in Carlsbad, California. The attached report presents our methodology, findings, conclusions and recommen- dations regarding the hazardous building materials within the subject building. We appreciate the opportunity to be of service to you on this important project. Sincerely, NINYO & MOORE Nicolas J. Carpenter Project Environmental Scientist Stephen J. Waide, CIH, CSP Principal Environmental Scientist NJC/SJW/gg Distribution: (3) Addressee 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc i TABLE OF CONTENTS Page 1. INTRODUCTION ....................................................................................................................1 2. OBJECTIVE AND SCOPE OF SERVICES ............................................................................1 3. SITE DESCRIPTION ...............................................................................................................2 4. PHYSICAL LIMITATIONS ....................................................................................................2 5. SAMPLE COLLECTION AND ANALYSES .........................................................................3 5.1. Asbestos Survey ............................................................................................................3 5.2. Lead-Containing Surfaces Survey ................................................................................4 5.3. Other Potential Hazardous Building Materials .............................................................5 6. FINDINGS AND RECOMMENDATIONS ............................................................................5 6.1. Asbestos ........................................................................................................................5 6.2. Lead-Containing Surfaces ............................................................................................6 6.3. Other Potential Hazardous Building Materials .............................................................7 7. LIMITATIONS .........................................................................................................................7 Figures Figure 1 – Site Location Figure 2 – Site Plan Figure 3 – Sample Locations - Cole Library, 1st Floor Figure 4 – Sample Locations - Cole Library, 2nd Floor Tables Table 1 – Asbestos Survey Results Table 2 – Summary of Asbestos-Containing Materials Table 3 – XRF Data Sheet Table 4 – Summary of Lead-Containing Surfaces Appendices Appendix A – Suspect Asbestos-Containing Materials Sampling Protocol Appendix B – Laboratory Analytical Report and Chain-of-Custody Records Appendix C – XRF Testing Methodology Appendix D – CDPH Form 8552 - Lead Hazard Evaluation Report 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 1 1. INTRODUCTION Ninyo & Moore was retained by the City of Carlsbad in order to conduct a limited hazardous building materials survey of suspect materials at the Cole Library (herein referred to as the sub- ject building). The library is located at 1250 Carlsbad Village Drive, in the city of Carlsbad and county of San Diego, California (Figure 1). Our survey included an asbestos-containing materials (ACMs) survey, a lead-containing surfaces (LCSs) survey of materials and/or surfaces, and visual identification and quantification of building materials potentially falling under the California Depart- ment of Toxic Substances Control (DTSC) Universal Waste Rule (UWR) and other potential hazardous building materials. The survey was performed in accordance with established guidelines for the assessment of ACM and LCS, and is based upon conditions of the subject building at the time of the surveying activi- ties. Samples of suspect ACMs and LCSs were collected under the direction of City of Carlsbad employees who were on-site at the subject building at the time of the survey. 2. OBJECTIVE AND SCOPE OF SERVICES The purpose of this study is to provide information regarding the current site conditions to assist the City of Carlsbad in identifying hazardous building materials in the subject building that is scheduled for renovation. Our scope of work included the following.  Surveyed and inspected areas in the subject building that will be impacted by renovation ac- tivities in order to identify homogeneous areas, suspect materials, and suspect surfaces.  Conducted on-site x-ray fluorescence (XRF) testing, in order to test surfaces suspected to contain lead in the areas to be renovated. A California Department of Public Health certified Lead-Related Construction Inspector/Assessor conducted the testing.  Collected bulk samples of building materials that were suspected to be asbestos containing in the areas to be renovated. A California Division of Occupational Safety and Health (DOSH) Certified Asbestos Consultant (CAC) collected 50 bulk samples of suspect roofing materials.  Sample analysis of suspect ACM samples were analyzed utilizing the Environmental Protec- tion Agency (EPA) recommended method of polarized light microscopy (PLM) in accordance with EPA Method 600/R-93/116 July 93. 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 2  Collected 128 x-ray fluorescence (XRF) readings of other potential LCS.  Visually assessed building materials potentially falling under the UWR, including, but not limited to non-incandescent light bulbs, mercury-containing thermostat triggers, batteries, and electronic devices. Other potentially hazardous building materials, including, but not limited to, potential polychlorinated biphenyl-containing light ballasts, potential tritium-containing exit signs, and po- tential Freon™-containing air conditioning units and refrigerators, were noted, if observed.  Prepared sample location maps showing locations from which suspect ACM and LCS were collected.  Prepared this report presenting our data and summarizing our conclusions and recommenda- tions regarding ACM and LCS for the subject building. 3. SITE DESCRIPTION The project site encompassed portions of the first and second floors of the Cole Library located at 1250 Carlsbad Village Drive, in the city of Carlsbad and county of San Diego, California (Fig- ure 2). The limited size and scope of this survey was restricted to materials in the subject building identified by the City of Carlsbad. The roofing systems consisted of built-up tar based materials with gravel and penetration mastic. The exterior surfaces of the subject buildings pri- marily consisted of stucco. Interior surfaces included vinyl floor tile, covebase mastic, carpet mastic, plaster walls, drywall/joint compound walls, and acoustic ceiling tiles/panels. 4. PHYSICAL LIMITATIONS Survey activities were limited to aboveground structures within the limitations of the sampling plan. Underground utilities, such as suspect cementious water lines or suspect insulated/coated gas or electrical lines were not assessed during survey activities. Other physical limitations, such as inaccessible rooms, were generally not encountered during survey activities. However, since non-destructive sampling techniques were used, there is a pos- sibility that additional suspect materials and/or surfaces may be encountered in inaccessible areas (e.g., interstitial wall and ceiling spaces and canopy soffits) during building renovation. For in- stance, untested thermal system insulation may be present within wall and ceiling cavities and 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 3 behind plumbing and heating fixtures (e.g., sinks, boilers, and radiators). Suspect materials and/or surfaces encountered during building renovation that have not been assessed either may be assumed to be asbestos and/or lead-containing and handled accordingly, or may be sampled and analyzed to assess whether they are asbestos and/or lead-containing. 5. SAMPLE COLLECTION AND ANALYSES In October of 2014, the subject building was assessed for the presence of ACM and LCS, and eval- uated for the presence of other potential hazardous building materials. The ACM and LCS surveys followed EPA guidelines, or industry standards, within the limitations of the scope of this assessment. Survey activities are discussed below. 5.1. Asbestos Survey The asbestos survey was performed by a State of California Certified Asbestos Consultant. Survey activities included a preliminary visual assessment of suspect ACMs that may be im- pacted by the proposed renovation project and bulk-sampling of these suspect ACMs. Representative samples of suspect ACMs were collected after identification of homogeneous materials (materials that are uniform in color, texture, construction or application date, and general appearance). Fifty samples of suspect ACMs were collected, using EPA-recommended sampling procedures. The suspect ACM samples were delivered to EMSL Analytical, Inc. (EMSL) of San Diego, California for analysis. EMSL is accredited in the National Voluntary Laboratory Accredita- tion Program for bulk asbestos fiber analysis. The samples were analyzed for the presence and quantification of asbestos fibers, using PLM with dispersion staining, in accordance with EPA Method 600/R-93/116 July 93. Because of material layering, 77 separate PLM analyses were performed. The lower limit of reliable detection for asbestos using the PLM method is approximately 1% by weight. Currently, the EPA and the State of California stipu- late that materials containing greater than 1% asbestos constitute an ACM, and the State of 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 4 California stipulates that a material containing greater than 0.1% asbestos constitutes an as- bestos-containing construction material (ACCM). After the initial PLM analysis, select samples of the drywall/joint compound, covebase mas- tic, and seam sealant were “point-counted” in accordance with a subsection of EPA Method 600/R-93/116 July 93 to re-quantify the asbestos content. Point count results are indicated with a “PT” adjacent to the analytical results in Tables 1 and 2. Building materials that were sampled and analyzed for the presence of asbestos are pre- sented in the attached Table 1. Copies of the laboratory analytical report and chain-of- custody records are presented in Appendix B. 5.2. Lead-Containing Surfaces Survey For the purposes of this assessment, LCS refers to both lead-based paint, as defined by CDPH and HUD, and other potential lead-containing materials, including, but not limited to, ceramic tile and porcelain bathroom fixtures. The testing was conducted by a CDPH-certified Lead Inspector/Assessor using a portable NITON XL2 GOLD XRF spectrum analyzer in accordance with accepted environmental science and engineering practices for renovation projects. The testing methodology utilized is presented in Appendix C. A total of 128 XRF readings (including calibrations) were col- lected. Surfaces that were tested for the presence of lead are presented in the attached Table 3. The XRF testing orientation (A, B, C, and D wall orientations) utilized during the testing is depicted on Figures 3 and 4. Surfaces with a lead content greater than 1.0 mg/cm2 or 0.5%, by weight, are summarized in Table 4, including the locations of the LCS. Copies of the CDPH form 8552 “Lead Hazard Evaluation Report” for the subject building is included in Appendix D. 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 5 5.3. Other Potential Hazardous Building Materials Ninyo & Moore performed a visual assessment of building materials potentially falling under the UWR, including, but not limited to non-incandescent light bulbs, mercury-containing ther- mostat triggers, batteries, and electronic devices. Other potentially hazardous building materials, including, but not limited to, potential polychlorinated biphenyl-containing light ballasts, poten- tial tritium-containing exit signs, smoke detectors, and potential Freon™-containing air condi- conditioning units and refrigerators, were noted, if observed. In accordance with the scope of work, positive identification of the suspect hazardous material, via analytical testing, was not performed. Other potentially hazardous building materials are summarized in Table 5. 6. FINDINGS AND RECOMMENDATIONS The findings of these surveys are based on our visual observations and analysis of suspect build- ing materials. Our findings are presented below. 6.1. Asbestos Based on the analytical results from this limited survey, ACMs and ACCMs are located at the subject buildings. Materials containing asbestos are summarized in Table 2. Materials, which were not sampled as part of this assessment, that are uniform in color, tex- ture, construction or application date, and/or general appearance to materials found to be asbestos-containing, should be presumed to be asbestos-containing. The identified ACMs and ACCMs should not be disturbed. Prior to building renovation activities, a licensed as- bestos abatement contractor should remove the ACMs and ACCMs in accordance with federal, state and local regulations. It is the contractor’s responsibility to confirm ACM and ACCM locations and quantities prior to bid submittals and initiating renovation activities for the subject building. Should additional suspect materials, not sampled or assessed in this report, be uncovered during building renovation: (a) samples of suspect materials should be collected for labora- tory analysis, and all activities that may impact the materials should cease until laboratory 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 6 analytical results are reviewed; or (b) the materials should be assumed to be asbestos- containing and handled as such. Note that any work involving the disturbance of materials containing asbestos should be performed using appropriate work practices, and be conducted by, and under the supervision of, properly trained, experienced, and certified personnel. 6.2. Lead-Containing Surfaces Based on the results of the XRF assays collected during this survey, surfaces containing concentrations of lead greater than or equal to 1.0 mg/cm2 or 0.5%, by weight, were identi- fied at the subject buildings. Surfaces with a lead content exceeding the regulatory standard for lead in surface coatings are summarized in Table 4. The identified LCSs should be handled by an appropriately trained and licensed contractor in accordance with all federal, state, and local regulations. Prior to building renovation activ- ities, a licensed contractor, using CDPH-certified personnel, should perform the LCS abatement in accordance with local, state, and federal regulations. It is the contractor’s re- sponsibility to confirm LCS quantities and locations prior to bid submittals and initiating renovation activities for the subject buildings. The Contractor is also responsi- ble for waste characterization for all materials removed from the subject buildings. Please note that disturbing surfaces containing lead concentrations below the LCS criteria, as defined by CDPH and HUD, (e.g., lead concentrations less than 1.0 mg/cm2 or 0.5%, by weight) may trigger the California Occupational Safety and Health Administration (Cal-OSHA) lead in construction standard (e.g., Title 8, CCR Section 1532.1). In addition, please note that LCS condition was based upon Ninyo & Moore’s visual observations during survey activities and, as some of the identified LCS are located on the exterior of the subject buildings, LCS conditions may deteriorate prior to renovation activities. Should suspect surfaces, not sampled or assessed in this report, be uncovered during build- ing renovation: (a) samples of suspect surfaces should be collected for laboratory analysis and/or XRF testing of the suspect surfaces, and all activities that impact the suspect surfaces should cease until laboratory analytical results are reviewed and/or XRF testing results be- 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 7 come available; or (b) the surfaces should be assumed to contain concentrations of lead greater than or equal to 1.0 mg/cm2 or 0.5%, by weight, and handled as such. 6.3. Other Potential Hazardous Building Materials A visual assessment and quantification of all UWR and other potential hazardous building mate- rials that could be impacted by renovation activities was performed. Other potential hazardous building materials observed throughout the subject building and are summarized in Table 5. Prior to renovation activities that could potentially disturb these materials, building materials falling under the UWR and other potential hazardous building materials should be removed and properly recycled or disposed by a licensed contractor in accordance with federal, state and local regulations. It is the contractor’s responsibility to confirm miscellaneous haz- ardous building materials quantities and locations present prior to bid submittals and initiating renovation activities for the subject building. The Contractor is also responsible for waste characterization for all materials removed from the subject building. 7. LIMITATIONS Ninyo & Moore's opinions and recommendations regarding environmental conditions, as pre- sented in this report, are based on limited sampling and chemical analysis. Further assessment of potential adverse environmental impacts may be accomplished by conducting a more compre- hensive assessment. The samples collected and used for testing, and the observations made, are believed to be representative of the areas evaluated. However, if additional suspect building ma- terials are encountered during renovation activities, these materials should be sampled by qualified personnel, and analyzed for content prior to further disturbance. In addition, please note that quantities of impacted building materials are approximate. It is the contractor’s responsibil- ity to confirm quantities present. The environmental services described in this report have been conducted in general accordance with current regulatory guidelines and the standard of care exercised by environmental consultants performing similar work in the project area. No warranty, expressed or implied, is made regarding 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc 8 the professional opinions presented in this report. Variations in site conditions may exist and condi- tions not observed or described in this report may be encountered during subsequent activities. This document is intended to be used only in its entirety. No portion of the document, by itself, is designed to completely represent any aspect of the project described herein. Ninyo & Moore should be contacted if the reader requires any additional information, or has questions regarding content, interpretations presented, or completeness of this document. The environmental interpretations and opinions contained in this report are based on the results of laboratory tests and analyses intended to detect the presence and concentration of specific chemical or physical constituents in samples collected from the subject site. The testing and analyses have been conducted by an independent laboratory that is certified by the State of Cali- fornia to conduct such tests. Ninyo & Moore has no involvement in, or control over, such testing and analysis. Ninyo & Moore, therefore, disclaims responsibility for any inaccuracy in such la- boratory results. Please note the laboratory analytical report states “Due to the magnification limitations inherent in PLM, asbestos fibers below the resolution capability of PLM may not be detected. Samples reported as <1% or none detected may require additional testing by transmis- sion electron microscopy to confirm asbestos quantities.” Our findings, opinions, and recommendations are based on an analysis of the observed site con- ditions. It should be understood that the conditions of a site can change with time as a result of natural processes or the activities of man at the subject site or nearby sites. In addition, changes to the applicable laws, regulations, codes, and standards of practice may occur due to govern- ment action or the broadening of knowledge. The findings of this report may, therefore, be invalidated over time, in part or in whole, by changes over which Ninyo & Moore has no control. SOURCE: 2008 THOMAS GUIDE FOR SAN DIEGO COUNTY, STREET GUIDE AND DIRECTORY; MAP © RAND MCNALLY, R.L.07-S-129 NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE 1_107818001_SL.mxd AOBSITE 88 55 15 805805 215215 MAP INDEX San DiegoCounty 0 2,400 4,8001,200 SCALE IN FEET COLE LIBRARY CARLSBAD, CALIFORNIA SITE LOCATION FIGURE 1PROJECT NO.DATE 107818001 10/14 NOTE: DIRECTIONS, DIMENSIONS AND LOCATIONS ARE APPROXIMATE 0 60 12030 SCALE IN FEET SITE PLAN FIGURE 2PROJECT NO.DATE 2_107818001_SP.mxd AOBSOURCE: 2012 SAN DIEGO IMAGERY ACQUISITION PARTNERSHIP (FLIGHT DATES: MAY 20 - JUNE 6, 2012) COLE LIBRARY CARLSBAD, CALIFORNIA10781800110/14 COLELIBRARY CARLSBAD VILLAGE DRIVELAGUNA DRIVE C XRF ORIENTATION A B D FIGURE 3COLE LIBRARY CARLSBAD, CALIFORNIA PROJECT NO. 107818001 DATE 0 20 40 SCALE IN FEET NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE SAPMLE LOCATIONS - FIRST FLOOR N 10/143 107818001 SPL.dwg, Oct 30, 2014, 4:14pm, AOBASB 015 ASB 005 ASB 004 ASB 001 ASB 032 ASB 003 ASB 002 ASB 033 ASB 034 ASB 007 ASB 006 ASB 016 ASB 024 ASB 035 ASB 008 ASB 038 ASB 023 ASB 022 ASB 021 ASB 011 ASB 030 ASB 029 ASB 028 ASB 014 ASB 026 ASB 013 ASB 012 ASB 018 ASB 010 ASB 009 LEGEND ASB 049 ASBESTOS SAMPLE SOURCE: ROBERT E. MELVIN ARCHITECT, DATED 8/23/66. ASB 048 ASB 047 ASB 045 ASB 046 ASB 049 C XRF ORIENTATION A B D FIGURE 4COLE LIBRARY CARLSBAD, CALIFORNIA PROJECT NO. 107818001 DATE 0 20 40 SCALE IN FEET NOTE: DIMENSIONS, DIRECTIONS AND LOCATIONS ARE APPROXIMATE SAPMLE LOCATIONS - MEZZANINE N 10/144 107818001 SPL MEZ.dwg, Oct 30, 2014, 4:14pm, AOBLEGEND ASB 050 ASBESTOS SAMPLE ASB 044 ASBESTOS ROOF SAMPLE SOURCE: ROBERT E. MELVIN ARCHITECT, DATED 8/23/66. ASB 019 ASB 020 ASB 025 ASB 036 ASB 031 ASB 037 ASB 050 ASB 017 ASB 027 ASB 039 ASB 041 ASB 044 ASB 040 ASB 043 ASB 042 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Table 1 - Asbestos Survey ResultsSample No. Floor Room No. Sample LocationSample DescriptionApprox. Quantity (1)Friable Y/NCondition Asbestos ContentASB-001 1 Receiving South middle floor 9"x9" Tan vinyl floor tile 200 SF N Good 0.30% chrysotile (PT)ASB-001A 1 Receiving South middle floor Black mastic associated with ASB-001 500 SF N Good 3% chrysotileASB-002 1 Receiving North middle floor 9"x9" Tan vinyl floor tile See ASB-001N Good <1% chrysotileASB-002A 1 Receiving North middle floor Yellow mastic associated with ASB-002 N/A -- -- NDASB-003 1 Receiving Northeast floor 9"x9" Tan vinyl floor tile See ASB-001N Good <1% chrysotileASB-004 1 Lounge Northeast floorBlack/yellow carpet mastic300 SF N Good 5% chrysotileASB-005 1 Conference Southwest floorYellow carpet masticN/A -- --NDASB-006 1 Records Southwest floorYellow carpet masticN/A -- --NDASB-007 1 East Entry Northwest floorYellow carpet masticN/A -- --NDASB-008 1Children's ReadingCentral floorYellow carpet mastic - layer 1N/A -- --NDASB-008A 1Children's ReadingCentral floorWhite carpet mastic - layer 2N/A -- --NDASB-009 1Children's ReadingNorthwest floorYellow carpet mastic - layer 1N/A -- --NDASB-009A 1Children's ReadingNorthwest floorWhite carpet mastic - layer 2N/A -- --NDASB-010 1Children's ReadingNorth middle floorWhite carpet mastic - layer 1N/A -- --NDASB-010A 1Children's ReadingNorth middle floorYellow carpet mastic - layer 2N/A -- --NDASB-011 1 Stairs Lower stairsGray flooring - stair treadN/A -- --NDASB-012 1 Craft Storage Southeast floorBeige sheet vinylN/A -- --NDASB-012A 1 Craft Storage Southeast floorYellow mastic associated with ASB-012 N/A -- --NDASB-013 1 Craft Storage Southwest floorBeige sheet vinylN/A -- --NDASB-013A 1 Craft Storage Southwest floorYellow mastic associated with ASB-013 N/A -- --NDASB-014 1 Craft Storage Northwest floorTan sheet vinylN/A -- --NDASB-014A 1 Craft Storage Northwest floorYellow mastic associated with ASB-014 N/A -- --NDASB-015 1 Conference Southwest floorBeige covebase mastic - layer 1N/A -- --NDASB-015A 1 Conference Southwest floorBrown covebase mastic - layer 2N/A -- --NDASB-016 1 Records West middle wallGreen covebase N/A -- --NDASB-016A 1 Records West middle wallBrown covebase masticN/A -- --ND107818001 T.xls1 of 3 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Table 1 - Asbestos Survey ResultsSample No. Floor Room No. Sample LocationSample DescriptionApprox. Quantity (1)Friable Y/NCondition Asbestos ContentASB-017 2 Offices Northeast wallGreen covebase N/A -- --NDASB-017A 2 Offices Northeast wallBrown covebase masticN/A -- --NDASB-018 1Children's ReadingNorth middle wallBrown covebase masticN/A* N Good 2% anthophylliteASB-019 2 Stacks Northeast wallBrown covebase masticN/A -- --NDASB-020 2 Offices Southwest wallBrown covebase masticN/A* N Good 7% chrysotileASB-021 Ext. Atrium Northwest wallWhite stucco - finish coatN/A -- --NDASB-021A Ext. Atrium Northwest wallGray stucco - base coat N/A -- --NDASB-022 Ext. Atrium North middle wallWhite stucco - finish coatN/A -- --NDASB-022A Ext. Atrium North middle wallGray stucco - base coat N/A -- --NDASB-023 Ext. Atrium Northeast wallWhite stucco - finish coatN/A -- --NDASB-023A Ext. Atrium Northeast wallGray stucco - base coat N/A -- --NDASB-024 1 Records North middle wallWhite plaster - finish coat N/A -- --NDASB-024A 1 Records North middle wallBeige plaster - base coat N/A -- --NDASB-025 2 Offices Southwest wallWhite plaster - finish coat N/A -- --NDASB-025A 2 Offices Southwest wallBeige plaster - base coat N/A -- --NDASB-026 1 Craft Storage West middle wallWhite plaster - finish coat N/A -- --NDASB-026A 1 Craft Storage West middle wallBrown plaster - base coat N/A -- --NDASB-027 2 East Mech. North middle wallGray plaster N/A -- --NDASB-027A 2 East Mech. North middle wallWhite drywallN/A -- --NDASB-028 1 Reference Northeast wallWhite drywallN/A -- --NDASB-028A 1 Reference Northeast wallWhite joint compoundN/A -- --NDASB-029 1 Reference East middle wallWhite drywallN/A -- --NDASB-029A 1 Reference East middle wallWhite joint compoundN/A -- --NDASB-030 1 Reference Southeast wallWhite drywallN/A -- --NDASB-030A 1 Reference Southeast wallYellow joint compoundN/A -- --NDASB-031 2 Offices Northeast wallWhite drywallN/A -- --NDASB-031A 2 Offices Northeast wallWhite joint compoundN/A* N Good 0.50% chrysotile (PT)ASB-032 1 Receiving Northeast wallWhite drywallN/A -- --NDASB-032A 1 Receiving Northeast wallWhite joint compoundN/A* N Good <1% chrysotileASB-033 1 Receiving Central ceiling 12"x12" Gray acoustic ceiling tile N/A -- --NDASB-034 1 Lounge Southeast ceiling 12"x12" Gray acoustic ceiling tile N/A -- --ND107818001 T.xls2 of 3 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Table 1 - Asbestos Survey ResultsSample No. Floor Room No. Sample LocationSample DescriptionApprox. Quantity (1)Friable Y/NCondition Asbestos ContentASB-035 1 Records Northeast ceiling 12"x12" Gray acoustic ceiling tile N/A -- --NDASB-035A 1 Records Northeast ceiling Brown mastic associated with ASB-035 N/A* N Good1.0% anthophyllite (PT)ASB-036 2 Offices Central ceiling 2'x4' Beige acoustic ceiling panel N/A -- --NDASB-037 2 Offices Northeast ceiling 2'x4' Beige acoustic ceiling panel N/A -- --NDASB-038 1 Craft Southwest ceiling 2'x2' Beige acoustic ceiling panel N/A -- --NDASB-039 Ext. Roof Southwest roofBlack roof assembly N/A -- --NDASB-040 Ext. Roof Southeast roofBlack roof assembly N/A -- --NDASB-041 Ext. Roof Southwest roofBlack roof assembly N/A -- --NDASB-042 Ext. Roof Northwest roofWhite roof penetration mastic - layer 1 N/A -- --NDASB-042A Ext. Roof Northwest roofBlack roof penetration mastic - layer 2 N/A -- --NDASB-043 Ext. Roof Northwest roofWhite/black roof penetration mastic - layer 1N/A -- --NDASB-043A Ext. Roof Northwest roofBlack roof penetration mastic - layer 2 N/A -- --NDASB-044 Ext. Roof Southwest roofWhite roof penetration mastic - layer 1 N/A -- --NDASB-044A Ext. Roof Southwest roofBlack roof penetration mastic - layer 2 N/A -- --NDASB-045 1 Lobby Northeast wallGray seam sealant 350 LF N Good 0.2% chrysotile (PT)ASB-046 1 Atrium Northwest wallGray seam sealant See ASB-046N Good <1% chrysotileASB-047 1 Atrium Southwest wall Gray seam sealant See ASB-047N Good <1% chrysotileASB-048 1 Craft Northwest wall White caulk N/A -- -- NDASB-049 1 Work Southeast wall Yellow mastic N/A -- -- NDASB-050 2 Offices Northeast wall Black hatch mastic N/A -- -- NDNOTES:Bulk asbestos sample analysis via USEPA 600/R-93/116 method using polarized light microscopy, unless otherwise noted.LF = Linear feetSF = Square feetN/A = Not applicableND = None detectedN/A* = Not applicable, materials were not assessed in all areas per client instruction(PT) = 1,000 point, point-count results(1) = Material quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at the site.107818001 T.xls3 of 3 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Sample No.(s)ACM Location (1)ACM DescriptionApprox. Quantity (2)Friable Y/NCondition Asbestos ContentASB-001, ASB-002, and ASB-003Receiving room floor 9"x9" Tan vinyl floor tile 200 SF N Good0.30 - <1% chrysotile (PT)ASB-001A Receiving room floorBlack mastic associated with 9"x9" tan vinyl floor tile500 SF N Good 3% chrysotileASB-004 Lounge floorBlack/yellow carpet mastic 300 SF N Good 5% chrysotileASB-018 and ASB-020 Lower perimeter walls throughoutBrown covebase masticN/A* N Good2% anthophyllite and 7% chrysotileASB-031A and ASB-032APartition walls throughout Floor 2B, Research area walls and where encountered.White joint compoundN/A* Y Good0.50 - <1% chrysotile (PT)ASB-035A Receiving, Lounge, and Records ceilingBrown mastic associated with 12"x12" acoustic ceiling tilesN/A* N Good1.0% anthophyllite (PT)ASB-045, ASB-046, and ASB-047Atrium aluminum and glass wallsGray seam sealant350 LF N Good0.2 - <1% chrysotile (PT)NOTES:LF = Linear feetSF = Square feetN/A* = Not applicable, materials were not assessed in all areas per client instruction(PT) = 1,000 point, point count resultsTable 2 - Summary of Asbestos-Containing Materials(1) = ACM locations are based upon Ninyo & Moore's visual observations during survey activities. Materials that are uniform in color, texture, construction or application date, and/or general appearance to materials found to be asbestos-containing, should be presumed to be asbestos-containing.(2) = Material quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at the site.107818001 T.xls1 of 1 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Reading No.Building Floor Side Room / Area Source / Component Substrate Condition ColorResults (Pos/Neg)Approx. Quantity (1)Lead Reading (mg/cm2)Precision (+/- mg/cm2)1-------- -- NA --2------POS -- 1.17 0.193------POS -- 1.00 0.184------POS -- 1.49 0.404 Cole 1 A Receiving Door Wood Intact Brown NEG -- < LOD 0.015 Cole 1 A Receiving Door frame Metal Intact White NEG -- 0.23 0.136 Cole 1 A Receiving Wall Plaster Intact White NEG -- < LOD 0.107 Cole 1 B Receiving Wall Drywall Intact White NEG -- < LOD 0.018 Cole 1 B Dumbwaiter Door frame Metal Intact White NEG -- < LOD 0.029 Cole 1 B Receiving Dumbwaiter door Metal Intact White NEG -- < LOD 0.0110 Cole 1 B Receiving Dumbwaiter door Metal Intact White NEG -- < LOD 0.0111 Cole 1 C Receiving Wall Plaster Intact Beige NEG -- 0.18 0.1012 Cole 1 D Receiving Wall Plaster Intact White NEG -- < LOD 0.0613 Cole 1 D Receiving Door frame Metal Intact White NEG -- 0.25 0.1014 Cole 1 D Lounge Door frame Metal Intact White NEG -- 0.28 0.1015 Cole 1 A Lounge Wall Plaster Intact White NEG -- < LOD 0.0616 Cole 1 B Lounge Wall Plaster Intact White NEG -- < LOD 0.0217 Cole 1 C Lounge Wall Plaster Intact White NEG -- < LOD 0.0818 Cole 1 D Lounge Wall Plaster Intact White NEG -- < LOD 0.0819 Cole 1 A Kitchen Wall Plaster Intact White NEG -- 0.17 0.1120 Cole 1 A Kitchen Wall Plaster Intact White NEG -- 0.61 0.1021 Cole 1 A Kitchen Wall Plaster Intact White NEG -- < LOD 0.1422 Cole 1 A Kitchen Wall Plaster Intact White NEG -- 0.11 0.0523 Cole 1 A Kitchen Wall Plaster Intact White NEG -- 0.61 0.1024 Cole 1 A Kitchen Wall Plaster Intact White NEG -- 0.46 0.1025 Cole 1 D Conference Door Wood Intact Brown NEG -- < LOD 0.0126 Cole 1 D Conference Door frame Metal Intact White NEG -- 0.24 0.0927 Cole 1 A Conference Wall Plaster Intact White NEG -- < LOD 0.0128 Cole 1 B Conference Wall Plaster Intact White NEG -- < LOD 0.0129 Cole 1 C Conference Wall Plaster Intact White NEG -- < LOD 0.0130 Cole 1 D Conference Wall Plaster Intact White NEG -- < LOD 0.0131 Cole 1 A Conference Door Metal Intact White NEG -- 0.25 0.1032 Cole 1 A Conference Door frame Metal Intact White NEG -- 0.51 0.1733 Cole 1 A Community Door frame Metal Intact White NEG -- 0.45 0.1034 Cole 1 A Community Wall Plaster Intact White NEG -- < LOD 0.0135 Cole 1 B Community Wall Plaster Intact White NEG -- < LOD 0.01Table 3 - XRF Data SheetShutter CalibrationStandard Calibration 1.04 +/- 0.06 mg/cm2Standard Calibration 1.04 +/- 0.06 mg/cm2Standard Calibration 1.04 +/- 0.06 mg/cm2107818001 T.xls1 of 4 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Reading No.Building Floor Side Room / Area Source / Component Substrate Condition ColorResults (Pos/Neg)Approx. Quantity (1)Lead Reading (mg/cm2)Precision (+/- mg/cm2)Table 3 - XRF Data Sheet36 Cole 1 C CommunityWallPlaster Intact White NEG -- < LOD 0.0337 Cole 1 D CommunityWallConcrete Intact White NEG -- < LOD 0.0238 Cole 1 A Children's ReadingWallConcrete Intact White NEG -- < LOD 0.0139 Cole 1 A Children's Reading Door frameMetal Intact White NEG -- < LOD 0.0140 Cole 1 B Children's Reading Door frameMetal Intact White NEG -- < LOD 0.0141 Cole 1 C Children's Reading Door frameMetal Intact Blue NEG -- < LOD 0.0142 Cole 1 C Craft SupplyDoor frameMetal Intact Blue NEG -- < LOD 0.0343 Cole 1 C StaffDoor frameMetal Intact White NEG -- < LOD 0.0444 Cole 1 C StaffDoor Metal Intact White NEG -- < LOD 0.0245 Cole 1 C StaffDoor Metal Intact White NEG -- < LOD 0.0646 Cole 1 -- Children's Reading Drop-ceiling grid Metal Intact White NEG -- < LOD 0.0147 Cole 1 A FictionWallPlaster Intact White NEG -- < LOD 0.0948 Cole 1 B FictionWallPlaster Intact White NEG -- 0.06 0.0349 Cole 1 C FictionWallPlaster Intact White NEG -- < LOD 0.0150 Cole 1 D FictionWallPlaster Intact White NEG -- < LOD 0.0151 Cole 1 A FictionColumnConcrete Intact White NEG -- < LOD 0.0252 Cole 1 A ReferenceWallDrywall Intact White NEG -- < LOD 0.0153 Cole 1 B ReferenceWallDrywall Intact White NEG -- < LOD 0.0154 Cole 1 D ReferenceWallDrywall Intact White NEG -- < LOD 0.0155 Cole 1 D ReferenceWallPlaster Intact White NEG -- < LOD 0.0556 Cole 1 B ReferenceDoor frameMetal Intact White NEG -- 0.15 0.0657 Cole 1 C ElevatorUtility boxMetal Intact White NEG -- < LOD 0.0158 Cole 1 C ElevatorUtility boxMetal Intact White NEG -- < LOD 0.0159 Cole 1 B ReferenceDoorMetal Intact White NEG -- < LOD 0.0260 Cole 1 -- ReferenceCeilingMetal Intact White NEG -- < LOD 0.0161 Cole 1 A Reference Electrical conduit Metal Intact Beige NEG -- < LOD 0.0162 Cole 1 A East Foyer WallDrywall Intact White NEG -- < LOD 0.0163 Cole 1 C East Foyer WallDrywall Intact White NEG -- < LOD 0.0164 Cole 1 B OfficeDoor frameMetal Intact White NEG -- 0.13 0.0865 Cole 1 A OfficeDoor frameMetal Intact White NEG -- 0.14 0.0666 Cole 1 A Office 1.1WallPlaster Intact White NEG -- 0.05 0.0367 Cole 1 B Office 1.1WallPlaster Intact White NEG -- < LOD 0.0568 Cole 1 C Office 1.1WallPlaster Intact White NEG -- < LOD 0.0869 Cole 1 D Office 1.1WallPlaster Intact White NEG -- < LOD 0.0870 Cole 1 A Office 1.2WallPlaster Intact White NEG -- < LOD 0.0271 Cole 1 B Office 1.2WallPlaster Intact White NEG -- < LOD 0.01107818001 T.xls2 of 4 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Reading No.Building Floor Side Room / Area Source / Component Substrate Condition ColorResults (Pos/Neg)Approx. Quantity (1)Lead Reading (mg/cm2)Precision (+/- mg/cm2)Table 3 - XRF Data Sheet72 Cole 1 C Office 1.2WallPlaster Intact White NEG -- 0.11 0.0573 Cole 1 D Office 1.2WallPlaster Intact White NEG -- < LOD 0.0174 Cole 1 D Office 1.3WallPlaster Intact White NEG -- < LOD 0.0875 Cole 1 A Office 1.3WallPlaster Intact White NEG -- < LOD 0.0476 Cole 1 B Office 1.3WallPlaster Intact White NEG -- < LOD 0.0277 Cole 1 C Office 1.3WallPlaster Intact White NEG -- < LOD 0.0378 Cole 1 A Office 1.4WallPlaster Intact White NEG -- < LOD 0.1079 Cole 1 B Office 1.4WallDrywall Intact White NEG -- < LOD 0.0180 Cole 1 C Office 1.4WallDrywall Intact White NEG -- < LOD 0.0381 Cole 1 D Office 1.4WallDrywall Intact White NEG -- < LOD 0.0282 Cole 1 C Office 1.4Door frameMetal Intact Brown NEG -- < LOD 0.0783 Cole 1 A ExteriorWallConcrete Intact White NEG -- < LOD 0.0184 Cole 1 A ExteriorWallPlaster Intact Beige NEG -- < LOD 0.0185 Cole 1 A ExteriorWallPlaster Poor Beige NEG -- < LOD 0.0186 Cole 1 A ExteriorDoorMetal Intact Beige NEG -- 0.06 0.0487 Cole 1 A ExteriorHandrailMetal Intact Beige NEG -- 0.17 0.0788 Cole 1 A ExteriorCurbConcrete Intact Red NEG -- < LOD 0.0289 Cole1A ExteriorStair Concrete Intact Yellow POS 4 LF 1.59 0.2890 Cole 1 A ExteriorCurbConcrete Intact Red NEG -- < LOD 0.0791 Cole 1 D ExteriorGateConcrete Poor Black NEG -- < LOD 0.0192 Cole 1 A ExteriorVentMetal Poor Beige NEG -- < LOD 0.0293 Cole 2 B Stair 2 WallDrywall Intact White NEG -- < LOD 0.0194 Cole 2 D Stair 2 WallDrywall Intact White NEG -- < LOD 0.0195 Cole 2 D Stair 2 WallPlaster Intact White NEG -- < LOD 0.1196 Cole 2 B Stair 2 RailingMetal Intact White POS 50 LF 10.93 4.5097 Cole 2 A Genealogy WallPlaster Intact White POS -- 0.66 0.1098 Cole 2 A Genealogy WallPlaster Intact White POS -- 0.66 0.1099 Cole 2 A Genealogy RailingMetal Intact White NEG -- 0.38 0.10100 Cole 2 A Genealogy WallPlaster Intact White NEG -- 0.21 0.09101 Cole 2 B Genealogy WallPlaster Intact White NEG -- < LOD 0.10102 Cole 2 C Genealogy WallPlaster Intact White NEG -- 0.11 0.05103 Cole 2 C Genealogy WallPlaster Intact White NEG -- 0.49 0.10104 Cole 2 D Geneology WallPlaster Intact White NEG -- 0.10 0.05105 Cole 2 B Geneology DoorMetal Intact White NEG -- < LOD 0.01106 Cole 2 C Geneology ColumnConcrete Intact White NEG -- < LOD 0.02107 Cole 2 B Stair 2BWallConcrete Intact White NEG -- < LOD 0.01107818001 T.xls3 of 4 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Reading No.Building Floor Side Room / Area Source / Component Substrate Condition ColorResults (Pos/Neg)Approx. Quantity (1)Lead Reading (mg/cm2)Precision (+/- mg/cm2)Table 3 - XRF Data Sheet108 Cole 2 D Stair 2BWallConcrete Intact White NEG -- < LOD 0.01109 Cole 2 D Stair 2BHandrailConcrete Intact White NEG -- < LOD 0.01110 Cole 2 A Office 2BDoor frameMetal Intact White NEG -- < LOD 0.16111 Cole 2 A Office 2BWallDrywall Intact White NEG -- < LOD 0.01112 Cole 2 B Office 2BWallDrywall Intact White NEG -- < LOD 0.01113 Cole 2 C Office 2BWallDrywall Intact White NEG -- < LOD 0.01114 Cole 2 D Office 2BWallDrywall Intact White NEG -- < LOD 0.01115 Cole 2 A DumbwaiterWallPlaster Intact White NEG -- < LOD 0.01116 Cole 2 A KitchenWallPlaster Intact White NEG -- < LOD 0.01117 Cole 2 A KitchenColumnConcrete Intact White NEG -- < LOD 0.01118 Cole 2 B Floor 2BWallPlaster Intact White NEG -- < LOD 0.01119 Cole 2 B Floor 2BWallPlaster Intact White NEG -- < LOD 0.01120 Cole 2 C Floor 2BWallPlaster Intact White NEG -- < LOD 0.01121 Cole 2 A Floor 2BWallDrywall Intact White NEG -- < LOD 0.01122 Cole 2 C Floor 2BWallPlaster Intact White NEG -- < LOD 0.01123 Cole 2 D Floor 2BWallPlaster Intact White NEG -- < LOD 0.01124 Cole 2 D Floor 2BWallDrywall Intact White NEG -- < LOD 0.01125 Cole 2 -- Floor 2B Drop-ceiling grid Metal Intact White NEG -- < LOD 0.01126 -- -- --POS -- 1.11 0.31127 -- -- --POS -- 0.97 0.47128 -- -- --POS -- 1.22 0.20NOTES:XRF assays were collected using a portable NITON XLp 300A XRF spectrum analyzer.RR = restroomPOS = PositiveNEG = NegativeINCOM = IncompleteEA = EachLF = Linear feetmg/cm2 = milligrams per square centimeterStandard Calibration 1.04 +/- 0.06 mg/cm2Standard Calibration 1.04 +/- 0.06 mg/cm2(1) = Surface quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at the site.Standard Calibration 1.04 +/- 0.06 mg/cm2107818001 T.xls4 of 4 1250 Carlsbad Village Drive Carlsbad, CaliforniaOctober 31, 2014Project No. 107818001Reading No.(s)Room / Area (2)Source / Component Substrate Condition Color(s)Lead Reading(s) (mg/cm2)Approximate Quantity (3)89Exterior entrywayStairConcrete Intact Yellow 1.59 4LF96StairwellsRailingMetal Intact White 10.93 50 LFNOTES:EA = EachLF = Linear feetSF = Square feetmg/cm2 = milligrams per square centimeterTable 4 - Summary of Lead-Containing Surfaces (1)(1) = Note that the LCS in this table are materials that meet or exceed the criteria of CDPH. LCS in this table does not necessarily identify all materials that could contain lead at concentrations less than 1.0 mg/cm2 or 5,000 milligrams per kilogram (mg/kg), which could trigger the Cal-OSHA lead in construction standard.(2) = LCS locations are based upon Ninyo & Moore's visual observations during survey activities. (3) = Surface quantities are approximate and are not intended to be used or interpreted as actual quantities. It is the contractor's responsibility to confirm material quantities prior to bid submittals and initiating renovation and/or demolition activities at the site.107818001 T.xls1 of 1 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc APPENDIX A SUSPECT ASBESTOS-CONTAINING MATERIALS SAMPLING PROTOCOL ACM Sampling attachment v2.0.doc SUSPECT ASBESTOS-CONTAINING MATERIALS SAMPLING PROTOCOL Personal Protection Equipment Inhalation of asbestos fibers during asbestos survey poses a serious health and safety hazard, the use of personal protection equipment (PPE) by building inspectors is recommended dur- ing sampling activities. Our building inspectors generally wear a respirator (either a full- or half-face mask) equipped with high-efficiency disposable filter cartridges. If utilized, full- face masks will also prevent eye irritation from dust, fibers, and debris released during sam- pling activities. When necessary, disposable clothing is worn during sampling activities. Our building inspectors utilize plastic bags to handle the disposal of drop cloths, protective clothing, wet cloths, and debris. Sampling Equipment Our building inspectors will need various tools and materials to accomplish their sampling tasks, including those listed below: • a ladder to access areas and a flash light to aid visibility, • airtight, sampling containers (e.g., resealable plastic bags), • a plastic spray bottle, filled with amended water, to wet the material to be sampled, • plastic drop cloths to spread beneath the area to be sampled, • a utility knife, linoleum cutter, or other tool appropriate for collecting samples, • a caulking gun and compound for filling holes once a sample has been extracted, • spray acrylic or adhesive to encapsulate the small areas from which samples were col- lected, • duct tape for repairing thermal system insulation jackets, • cloths and cleaner for decontaminating tools, • a vacuum cleaner equipped with high efficiency particulate air (HEPA) filters, when necessary, • indelible ink pen for labeling sample containers, and • camera for photographic documentation, and • Chain-of-Custody documentation forms. Sampling Procedures ACMs are divided into three categories: Surfacing materials, Thermal System Insulation (TSI), and Miscellaneous materials. The procedures for sampling these three types of mate- rials are as follows: ACM Sampling attachment v2.0.doc Surfacing Materials 1. Select a location where the material has been previously damaged or a low profile area. 2. Spread a plastic drop cloth on the floor and set up other equipment, (e.g., ladder). 3. Put on protective equipment (respirator at all times when sampling friable material and protective clothing, when needed). 4. Moisten area where sample is to be collected (spray the area with amended water). 5. Collect sample using a clean knife or other tool appropriate to cut out or scrape off a small piece of the material. Care is taken to ensure that all layers of material are col- lected, without disturbing any adjacent material. 6. Place the sample in the labeled container and tightly seal it. 7. Wipe the exterior of the container with a wet wipe to remove any residue which may have adhered to the container it during sampling. 8. Clean tools with wet wipes and vacuum area with a HEPA vacuum to clean all debris. 9. Fill hole with caulking compound or appropriate filler (to minimize subsequent fiber re- lease and for appearance). 10. Label container with its sample identification number and fill out location and type of material being sampled on a Chain-of-Custody documentation form. 11. Mark the location and sample identification number on the sample location map. 12. Repeat the above steps at each sample location. Place sample containers in plastic bags. 13. Discard protective clothing, rags, and drop cloth in a plastic bag. Thermal System Insulation Sampling TSI follows the same procedural sequence as laid out above. Obtain samples from exposed or damaged areas, if possible. However, random sampling will require sampling of some intact material. Sampling holes can be patched with plastic spackling, caulk, or fibrous glass. Miscellaneous Materials Sampling miscellaneous materials follows the same procedural sequence as laid out above, making sure that a cross section of the materials have been obtained. Forwarding Samples to Laboratory The samples are transferred, using standard chain-of-custody procedures, to a laboratory ac- credited in the National Voluntary Laboratory Accreditation Program (NVLAP), for bulk asbestos fiber analysis. The samples are analyzed using polarized light microscopy with dis- persion staining (PLM/ds) for the presence and quantification of asbestos fibers, in general accordance with either United States Environmental Protection Agency (USEPA) Method 600/M4-82-020 or USEPA Method 600/R-93/116. The lower limit of reliable detection for asbestos using the PLM/ds method is approximately 1% by volume. California regulations require certain worker protection standards and have certain contractor requirements for dis- turbing those materials having an asbestos content of greater than one tenth of 1% (0.1%). 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc APPENDIX B LABORATORY ANALYTICAL REPORT AND CHAIN-OF-CUSTODY RECORDS EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 001-Floor Tile 431403684-0001 BRN 9X9 VFT & MASTIC Tan Non-Fibrous Homogeneous Chrysotile<1%Non-fibrous (other)100% 001-Mastic 431403684-0001A BRN 9X9 VFT & MASTIC Black Non-Fibrous Homogeneous Chrysotile3%Non-fibrous (other)97% 002-Floor Tile 431403684-0002 BRN 9X9 VFT & MASTIC Tan Non-Fibrous Homogeneous Chrysotile<1%Non-fibrous (other)100% 002-Mastic 431403684-0002A BRN 9X9 VFT & MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 003-Floor Tile 431403684-0003 BRN 9X9 VFT & MASTIC Tan Insufficient mastic Non-Fibrous Homogeneous Chrysotile<1%Non-fibrous (other)100% 004 431403684-0004 YELLOW CARPET MASTIC Black/Yellow Composite Non-Fibrous Homogeneous Chrysotile5%Non-fibrous (other)95% 005 431403684-0005 YELLOW CARPET MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 006 431403684-0006 YELLOW CARPET MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 1Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 007 431403684-0007 YELLOW CARPET MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 008-Mastic 1 431403684-0008 YELLOW & WHITE MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 008-Mastic 2 431403684-0008A YELLOW & WHITE MASTIC White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 009-Mastic 1 431403684-0009 YELLOW & WHITE MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 009-Mastic 2 431403684-0009A YELLOW & WHITE MASTIC White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 010-Mastic 1 431403684-0010 YELLOW & WHITE MASTIC White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 010-Mastic 2 431403684-0010A YELLOW & WHITE MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 011 431403684-0011 FLOORING Gray None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 2Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 012-Sheet Vinyl 431403684-0012 YELLOW SHEET VINYL Beige None Detected Non-Fibrous Homogeneous Cellulose15% Glass<1% Non-fibrous (other)85% 012-Mastic 431403684-0012A YELLOW SHEET VINYL Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 013-Sheet Vinyl 431403684-0013 YELLOW SHEET VINYL Beige None Detected Fibrous Homogeneous Cellulose15% Glass<1% Non-fibrous (other)85% 013-Mastic 431403684-0013A YELLOW SHEET VINYL Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 014-Sheet Flooring 431403684-0014 YELLOW SHEET VINYL Tan None Detected Non-Fibrous Homogeneous Cellulose10%Non-fibrous (other)90% 014-Mastic 431403684-0014A YELLOW SHEET VINYL Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 015-Mastic 1 431403684-0015 BRN & YELLOW COVEBASE & MASTIC Beige None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 015-Mastic 2 431403684-0015A BRN & YELLOW COVEBASE & MASTIC Brown None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 3Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 016-Cove Base 431403684-0016 GREEN COVEBASE & MASTIC Green None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 016-Mastic 431403684-0016A GREEN COVEBASE & MASTIC Brown None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 017-Cove Base 431403684-0017 GREEN COVEBASE & MASTIC Green None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 017-Mastic 431403684-0017A GREEN COVEBASE & MASTIC Brown None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 018 431403684-0018 BRN COVEBASE MASTIC Brown Non-Fibrous Homogeneous Anthophyllite2%Non-fibrous (other)98% 019 431403684-0019 BRN COVEBASE MASTIC Brown None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 020 431403684-0020 BRN COVEBASE MASTIC Black Non-Fibrous Homogeneous Chrysotile7%Non-fibrous (other)93% 021-Finish Coat 431403684-0021 BRN STUCCO White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 4Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 021-Base Coat 431403684-0021A BRN STUCCO Gray None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 022-Finish Coat 431403684-0022 BRN STUCCO White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 022-Base Coat 431403684-0022A BRN STUCCO Gray None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 023-Finish Coat 431403684-0023 BRN STUCCO White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 023-Base Coat 431403684-0023A BRN STUCCO Gray None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 024-Finish Coat 431403684-0024 PLASTER White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 024-Base Coat 431403684-0024A PLASTER Beige None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 025-Finish Coat 431403684-0025 PLASTER White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 5Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 025-Base Coat 431403684-0025A PLASTER Beige None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 026-Finish Coat 431403684-0026 PLASTER White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 026-Base Coat 431403684-0026A PLASTER Brown None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 027-Plaster 431403684-0027 PLASTER Gray None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 027-Wallboard 431403684-0027A PLASTER White None Detected Fibrous Homogeneous Cellulose<1%Non-fibrous (other)100% 028-Drywall 431403684-0028 DW/JC White None Detected Non-Fibrous Homogeneous Cellulose2%Non-fibrous (other)98% 028-Joint Compound 431403684-0028A DW/JC White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 029-Drywall 431403684-0029 DW/JC White None Detected Non-Fibrous Homogeneous Cellulose2%Non-fibrous (other)98% 6Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 029-Joint Compound 431403684-0029A DW/JC White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 030-Drywall 431403684-0030 DW/JC White None Detected Fibrous Homogeneous Cellulose<1%Non-fibrous (other)100% 030-Joint Compound 431403684-0030A DW/JC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 031-Drywall 431403684-0031 DW/JC White None Detected Non-Fibrous Homogeneous Cellulose<1%Non-fibrous (other)100% 031-Joint Compound 431403684-0031A DW/JC White Non-Fibrous Homogeneous Chrysotile<1%Non-fibrous (other)100% 032-Drywall 431403684-0032 DW/JC White None Detected Fibrous Homogeneous Cellulose2%Non-fibrous (other)98% 032-Joint Compound 431403684-0032A DW/JC White Non-Fibrous Homogeneous Chrysotile<1%Non-fibrous (other)100% 033 431403684-0033 ACT 12"X12"Gray None Detected Fibrous Homogeneous Min. Wool50%Non-fibrous (other)50% 7Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 034 431403684-0034 ACT 12"X12"Gray None Detected Fibrous Homogeneous Min. Wool50%Non-fibrous (other)50% 035-ACT 431403684-0035 ACT & MASTIC Gray None Detected Fibrous Homogeneous Min. Wool50%Non-fibrous (other)50% 035-Mastic 431403684-0035A ACT & MASTIC Brown Non-Fibrous Homogeneous Anthophyllite<1%Non-fibrous (other)100% 036 431403684-0036 ACT 2'X4'Beige None Detected Fibrous Homogeneous Cellulose30% Min. Wool20% Perlite10% Non-fibrous (other)40% 037 431403684-0037 ACT 2'X4'Beige None Detected Fibrous Homogeneous Cellulose30% Min. Wool20% Perlite10% Non-fibrous (other)40% 038 431403684-0038 ACT 2'X2'Beige None Detected Fibrous Homogeneous Cellulose30% Min. Wool20% Perlite10% Non-fibrous (other)40% 039 431403684-0039 ROOF COMPOSITE Black None Detected Fibrous Homogeneous Glass4%Non-fibrous (other)96% 040 431403684-0040 ROOF COMPOSITE Black None Detected Fibrous Homogeneous Glass2%Non-fibrous (other)98% 8Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 041 431403684-0041 ROOF COMPOSITE Black None Detected Fibrous Homogeneous Cellulose3% Glass<1% Non-fibrous (other)97% 042-Mastic 431403684-0042 PENETRATION MASTIC White None Detected Non-Fibrous Heterogeneous Wollastonite2%Non-fibrous (other)98% 042-Mastic 2 431403684-0042A PENETRATION MASTIC Black None Detected Non-Fibrous Homogeneous Glass2%Non-fibrous (other)98% 043-Mastic 431403684-0043 PENETRATION MASTIC White/Black None Detected Non-Fibrous Heterogeneous Wollastonite2%Non-fibrous (other)98% 043-Mastic 2 431403684-0043A PENETRATION MASTIC Black None Detected Fibrous Homogeneous Cellulose3%Non-fibrous (other)97% 044-Mastic 1 431403684-0044 PENETRATION MASTIC White None Detected Non-Fibrous Homogeneous Wollastonite<1%Non-fibrous (other)100% 044-Mastic 2 431403684-0044A PENETRATION MASTIC Black None Detected Non-Fibrous Homogeneous Glass2% Cellulose2% Non-fibrous (other)96% 045 431403684-0045 SEAM SEALANT Gray Non-Fibrous Homogeneous Chrysotile<1%Non-fibrous (other)100% 9Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/20/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Materials via EPA 600/R-93/116 Method using Polarized Light Microscopy 046 431403684-0046 SEAM SEALANT Gray Non-Fibrous Homogeneous Chrysotile<1%Non-fibrous (other)100% 047 431403684-0047 SEAM SEALANT Gray Non-Fibrous Homogeneous Chrysotile<1%Cellulose<1%Non-fibrous (other)100% 048 431403684-0048 CAULK White None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 049 431403684-0049 BLACK MASTIC Yellow None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 050 431403684-0050 BLACK BATCH MASTIC Black None Detected Non-Fibrous Homogeneous Non-fibrous (other)100% 10THIS IS THE LAST PAGE OF THE REPORT.Test Report PLM-7.28.9 Printed: 10/20/2014 11:02:51 AM Derrick Tanner, Laboratory Manager or other approved signatory Analyst(s) EMSL maintains liability limited to cost of analysis. This report relates only to the samples reported and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. Interpretation and use of test results are the responsibility of the client. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Samples received in good condition unless otherwise noted. Estimated accuracy, precision and uncertainty data available upon request. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Reporting limit is 1% Samples analyzed by EMSL Analytical, Inc. San Diego, CA NVLAP Lab Code 200855-0, CA ELAP 2713 Initial report from 10/20/2014 11:02:51 Erik Alvarenga (19) Rebecca Luu (36) Shayne Boney (22) EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/30/2014Analysis Date: Collected: SAMPLE ID APPEARANCE NON- ASBESTOS % NON-FIBROUS (%) Matrix Organic Acid ASBESTOS % TYPESDESCRIPTION NON- ASBESTOS % Fibrous Test Report: Polarized Light Microscopy (PLM) - Point Count Performed by EPA 600/R- 93/116 Method with Gravimetric Reduction and 1000 Point Count 035-Mastic 431403684-0035A Brown 59.3ACT & MASTIC Non-Fibrous Homogeneous 0.0 Anthophyllite1.0Non-fibrous (other)39.7 045 431403684-0045 Gray 33.3SEAM SEALANT Non-Fibrous Homogeneous 63.1 Chrysotile0.2Non-fibrous (other)3.4 Derrick Tanner, Laboratory Manager or other approved signatory Test Report PLMPCGrav-7.26.0 Printed: 10/30/2014 9:32:24 AM 1 Analyst(s) THIS IS THE LAST PAGE OF THE REPORT. Some samples may contain asbestos fibers present in dimensions below PLM resolution limits.The limit of detection as stated in the method is 0.1%. EMSL Analytyical Inc suggests that samples reported as <0.1% or none detected undergo additional analysis via TEM. The above test report relates only to the items tested. This report may not be reproduced, except in full, without written approval EMSL Analytical Inc. This test report must not be used by the client to claim product endorsement by NVLAP or any agency of the United States Government. EMSL Analytical Inc. bears no esponsibility for sample collection activities, analytical method limitations, or the accuracy of results when requested to separate layered samples. EMSL Analytical Inc liability is limited to the cost of sample analysis. The test results contained within this report meet the requirements of NELAC unless otherwise noted. Samples received in good condition unless otherwise noted. Samples analyzed by EMSL Analytical, Inc. San Diego, CA Erik Alvarenga (2) Initial report from 10/30/2014 09:32:24 EMSL Analytical, Inc. 7916 Convoy Court,Building 4, Suite A, San Diego, CA 92111 Phone/Fax:858-499-1303 / (858) 499-1304 http://www.EMSL.com sandiegolab@emsl.com 431403684 CustomerID:32NIN63 CustomerPO: ProjectID: EMSL Order: Attn:Nicolas Carpenter Ninyo & Moore 5710 Ruffin Road San Diego, CA 92123 Received: 10/14/14 11:10 AM CARLSBAD COLE LIBRARY / 1250 CARLSBAD VILLAGE DRIVE, CARLSBAD, CA Fax:(858) 576-9600 Phone:(858) 576-1000 Project: 10/29/2014Analysis Date: Collected: Sample Description Appearance % Type AsbestosNon-Asbestos % Fibrous % Non-Fibrous Test Report: Asbestos Analysis of Bulk Material via EPA 600/R-93/116. Quantitation using the 1,000 Point Count Procedure 001-Floor Tile 431403684-0001 BRN 9X9 VFT & MASTIC Tan Non-Fibrous Homogeneous Chrysotile0.30%Non-fibrous (other)99.70% 031-Joint Compound 431403684-0031A DW/JC Beige Non-Fibrous Homogeneous Chrysotile0.50%Non-fibrous (other)99.50% Derrick Tanner, Laboratory Manager or other approved signatory Test Report PLMPTC-7.25.0 Printed: 10/30/2014 9:32:24 AM 1 Analyst(s) THIS IS THE LAST PAGE OF THE REPORT. Some samples may contain asbestos fibers present in dimensions below PLM resolution limits.The limit of detection as stated in the method is 0.1%. EMSL Analytical Inc suggests that samples reported as <0.1% or none detected undergo additional analysis via TEM. The above test report relates only to the items tested. This report may not be reproduced, except in full, without written approval EMSL Analytical Inc. This test report must not be used by the client to claim product endorsement by NVLAP or any agency of the United States Government. EMSL Analytical Inc. bears no responsibility for sample collection activities, analytical method limitations, or the accuracy of results when requested to separate layered samples. EMSL Analytical Inc liability is limited to the cost of sample analysis.The test results contained within this report meet the requirements of NELAC unless otherwise noted. Samples received in good condition unless otherwise noted. Unless requested by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Samples analyzed by EMSL Analytical, Inc. San Diego, CA Erik Alvarenga (2) Initial report from 10/30/2014 09:32:24 OrderID: 431403684 Page 1 Of 4 OrderID: 431403684 Page 2 Of 4 OrderID: 431403684 Page 3 Of 4 OrderID: 431403684 Page 4 Of 4 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc APPENDIX C XRF TESTING METHODOLOGY XRF Testing attachment v2.0.doc XRF TESTING METHODOLOGY To assess the painted surfaces for future contractor worker safety, x-ray fluorescence (XRF) testing technologies were utilized. The testing was conducted in general accordance with the following regulation: Title 17, California Code of Regulations, Division 1, Chapter 8, Ac- creditation Certification, and Work Practice in Lead Related Construction, Section 36000. After a visual assessment, accessible painted surfaces were screened for lead content with a NITON XLp 300A XRF spectrum analyzer. XRF readings were taken using the standard paint mode. Standard paint mode measurements have no predetermined testing length, and automatically adjust to account for various types of substrates and material’s densities. In the standard paint mode, the NITON 300A XLp XRF collects an XRF assay until either a K- shell or L-shell result is indicated as either positive or negative, compared to the threshold level based on the current precision of the test. Correction for paint matrix and substrate ef- fects is performed automatically by the XRF analyzer. XRF readings were made on testing combinations in all room equivalents in an effort to test typical materials that are representative of the room equivalent. Testing combinations were tested non-destructively by holding the shutter of the XRF against the surface being tested. At each XRF assay location, the trigger is depressed to open the shutter, and one reading was made using the standard paint testing mode. Results of each assay were recorded in the memory of the XRF spectrum analyzer and downloaded via the software provided by the manufacturer. In addition, the results of each assay were read and recorded on the XRF Data Sheet field data sheet. The XRF testing orientation is depicted on the attached sample location maps. The “A” di- rection was initially assigned to the direction of the street, and the subsequent directions (“B”, “C”, and “D”) were assigned clockwise from the “A” direction. Should the subject site be located on the corner of two streets, the “A” direction is assigned to the direction of the street address of the subject site. To ensure that the XRF equipment was working properly, various quality control tests were performed before, during, and after the on-site work. At the beginning of the work day, three start up validation measurements were made in the K and L calibration mode, using the cali- bration check standard associated with the particular XRF that was used. This painted standard contains a known quantity of lead and allows the XRF operator to determine whether the instrument is functioning within acceptable tolerance ranges for accuracy and precision, as determined by the manufacturer. Calibration checks were generally collected on the red 1.06 mg/cm2 and/or yellow 1.57 mg/cm2 Standard Reference Material (SRM) paint film, developed by the National Institute of Standards and Technology (NIST). In addition to the three starts up tests, calibration readings are collected between each build- ing, after four hours, and at the completion of XRF testing. Results of each calibration reading were recorded within the memory of the XRF spectrum analyzer and on the XRF Data Sheet. The quality control tests taken during testing at the subject site were within the acceptable performance range prescribed by the XRF equipment manufacturer. Documenta- tion of the quality control calibration check is included in the XRF Data Sheet, Table 3. 1250 Carlsbad Village Drive October 31, 2014 Carlsbad, California Project No. 107818001 107818001 R.doc APPENDIX D CDPH FORM 8552 - LEAD HAZARD EVALUATION REPORT