Source: https://www.scribd.com/document/55781008/Boise-Structorcore-Walls-Plans
Timestamp: 2017-01-19 22:10:08
Document Index: 774067707

Matched Legal Cases: ['ART 1', 'ART 2', 'ART 3', 'ART 1', 'ART 2', 'ART 3', 'ART 2', 'ART 3', 'ART 1', 'ART 2', 'ART 3', 'art 2']

Boise Structorcore Walls Plans | Plaster | Addendum
BrowseInterestsBiography & MemoirBusiness & LeadershipFiction & LiteraturePolitics & EconomyHealth & WellnessSociety & CultureHappiness & Self-HelpMystery, Thriller & CrimeHistoryYoung AdultBrowse byBooksAudiobooksArticlesSheet MusicBrowse allUploadSign inJoinCITY OF BOISETo: FROM: Mayor and Council Department of Finance & Administration and Public Works Department
ORDINANCE or RESOLUTION NUMBER: DATE: 07/162008
SUBJECT: Award of Bid, Approval of Contract, F/B 08-194; City Hall West Tenant Improvement, Public Works Department to EKC Inc in a Not to Exceed Total Amount $2,885,800.
ACTION REQUIRED: Contract Approval by Resolution.
RECOMMENDATION: Public Works recommend award of F/B 08-194 City Hall West Tenant Improvement to EKC Inc. and approval of the contract agreement, subject to compliance with insurance requirements.
FISCAL IMPACT/BUDGET IMPLICATIONS: Public Works account #402-5026691001 has $4,166,378 remaining for the project.
BACKGROUND: The project involves tenant improvements to the 90,000 square foot facility at 333 N. Sailfish for the City Hall West facility. Work includes architectural, mechanical and electrical improvements, as well as various site work. Work is generally in accordance with plans reviewed with the Council in February of this year. LEED Silver certification is anticipated. Note that the bid included one add alternate to provide sixteen solar tube skylights, and staff recommends acceptance of this alternate.
ATTACHMENTS: Resolution, Contract, Bid Proposal and Bid Specifications.
RESOLUTION NO. BY THE COUNCIL: BISTERFELDT, CLEGG, EBERLE, JORDAN, SHEALY, AND TIBBS. A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE ON BEHALF OF THE CITY OF BOISE CITY, AN AGREEMENT FOR F/B 08-194 CITY HALL WEST TENANT IMPROVEMENT, PWE 622, PUBLIC WORKS DEPARTMENT, BETWEEN THE CITY OF BOISE CITY AND EKC INC., AND PROVIDING AN EFFECTIVE DATE. WHEREAS, Public Works Department, and Department of Finance & Administration recommended award of F/B 08-194 City Hall West Tenant Improvement, PWE 622, Public Works Department to the lowest, responsible bidder, EKC Inc.; and, WHEREAS, during their meeting of , the City Council followed staff recommendation and awarded Resolution No. , F/B 08-194 City Hall West Tenant Improvement, PWE 622, Public Works Department to EKC Inc..
Section 1. That the contract by and between the City of Boise City and EKC Inc., for F/B 08-194 City Hall West Tenant Improvement, PWE 622, Public Works Department, a copy of which Agreement, marked Exhibit A, is attached hereto and incorporated herein by reference, be, and the same hereby is, approved both as to form and content. Section 2. That the Mayor and City Clerk be, and they hereby are, authorized to execute and attest said contract on behalf of Boise City. Section 3. That this Resolution shall be in full force and effect immediately upon its adoption and approval. ADOPTED by the Council of the City of Boise, Idaho, this APPROVED by the Mayor of the City of Boise, Idaho, this day of day of , 2008. , 2008.
Mayor ATTESTED:
This is the only communication you will receive regarding this Addendum. Box 500 Boise.__________________________________________________________ ADDENDUM 02
F/B 08-194 City Hall West Tenant Improvements Public Works Department
Boise City Purchasing Colin Millar P. Idaho 83701-0500 Phone (208) 395-7804 Fax (208) 384-3995
wmillar@cityofboise.O.org
. PLEASE CONTACT OUR OFFICE. You are to note the receipt of. This Addendum 01 is hereby as of the above posted date made a part of the project requirements and contract documents for the referenced project. Failure to acknowledge this Addendum does not relieve you from fulfilling the Addendum requirements. 2008 Page 1 – Cover & Message
Total Pages Transmitted (Including this sheet): (27)
Message: You are hereby notified of the following clarifications of and/or revisions to the Drawings and Specifications for the above referenced project.
IF ALL PAGES WERE NOT RECEIVED OR THERE IS A PROBLEM WITH THE TRANSMITTAL. and compliance with this Addendum upon the space provided within the bid or proposal.
333 N. Idaho 83704
You are hereby notified of the following clarifications of and/or revisions to the Drawings and Specifications for the above referenced project. 333 Sailfish. Specifications. It is not the intent to sole source any item unless explicitly stated. Specifications. All bidders are encouraged to submit products for approval.Hydraulic Vertical Pivot Gate System a) Add attached 5-page Section in its entirety. 3.ADDENDUM NO.5 . Specifications. Sailfish Pl. Be sure to acknowledge it in your Bid Proposal Form. 2.Electrical General Provisions a) Revise Paragraph 1. Open House a) The project site will be open from 2:30 . 2
To: From: Date: Project: All Plan Holders and Contractors Liza Morris 06/30/2008 Boise City Hall West. Items have been specified based upon design requirements. Section 11190 .
1. Boise. July 2. Utility Cost Data a) See attached 1-page utility cost spreadsheet for Gas and Electrical service cost data. 2008 for potential bidder walk-through. Page 16010-2 to read: “Some equipment is specifically designated on the drawings. The Addendum Number Two is hereby made a part of the project requirements and contract documents for the reference project.
1. 2. Submittals received by the
.4:30 pm on Wednesday. Section 02825 .D. Prior approval must be obtained as required by these contract documents. 333 Sailfish. beginning October 2007. Section 16010 .Security Wall Systems (Gypsum Plaster) a) Add attached 4-page Section in its entirety.
with attached Sketch 002/A1. Sheet A1.2. Interior Design. Architectural. Site Details a) Update Detail 1. Enlarged Fire Apparatus Parking Plan.1. Coordinate with Electrical Sheets E1.2. Site Details a) Update Detail 1. where floor panel or partial panel is missing or where existing cut Tate access floor panels cannot be reused. Enlarged Drop-Box Plan. with attached Sketch 001/A1. Floor Box Location a) The Contractor may scale from the full-size drawings during construction for approximate location of floor boxes. 2 – Boise City Hall West
engineer after award of contract on non-approved equipment will not be reviewed nor will they be returned. Exist. Sheet A1. casework revision in Auditorium #115 to coordinate with elevation 5/A9. Finish Plan a) Add General Notes #9 in its entirely.1.1-E4. Casework Sections a) Detail 5. Sheet A9. Sheet A8. b) Add keynote 16 in its entirety to read: "Exhaust hood to be relocated from existing crime lab by Owner and installed by Contractor.1. General Drawing Information.4. with attached Sketch 001/A1. Powder Lab #239 Interior Elevation.2. Enlarged Security Gate Entry Plan. to read: "Contractor to provide and install new Concore Tate access floor panels where electrical floor boxes have been removed and will not be replaced.5-1. with attached Sketch 002/A1. add note to read: "ARMORTEX Bullet Resistant Package Receiver SSPR-1818" 7.3. Note. c) Update Detail 3. change keynote callout near the intersection of Gridlines (2) and (G) from "1" to read "12". b) Update Detail 3. Secure Pass-Thru Section. Enlarged Security Gate Exit Plan. Area "A" Floor Plan with attached Sketch 001/A2. change keynote callout "14" to read "16".Modus Architecture Addendum No. Sheet A9. where able. Architectural. Architectural. Sheet ID1. Area "A" Floor Plan a) Update Detail 1.2. 2.2.”
1." 8. Area "A" Reflected Ceiling Plan a) Detail 1. with attached Sketch 003/A1. 4. 3. Electrical. Area "A" Reflected Ceiling Plan. 5." 6. or wall construction locations. Enlarged Site Plan. Coordinate the final location of each floor box
.3.8 and E4. Contractor to reuse existing cut or cut-out Tate access floor panels for new floor box locations.1. Architectural. Architectural. b) Update Detail 2. Casework Sections a) Detail 5. Server 149.3.3.5. Architectural. Sheet A2.
e) Provide and install traffic loops. Lighting Control Schedule. ESK-3. See attached Sketches ESK1. Electrical Site Plan per attached Sketches ESK-1 and ESK-3. control zones panel #1 and panel #2 per attached Sketch.
END OF ADDENDUM NO. c) All of the existing building mounted fixtures previously indicated a WP1 will not be replaced. add Keyed Notes 12 and 13. ESK-4. ESK-7. Electrical. 9. The locations and conduit requirements for the access control Card Readers have been revised. and all required connections and components at controlled gates. ESK-2. b) Modify Detail 3. d) All of the existing recessed can lights in the exterior soffit shall be removed and replaced with the RC2B fixture type. The existing fixtures are to remain in place.Modus Architecture Addendum No. The new fixtures shall be connected to the existing exterior building lighting circuit. See attached Sketches ESK-1. Electrical. A new WP1 shall be located at required exits for additional lighting and the purpose of emergency discharge lighting. 2 – Boise City Hall West
such that it is located as close to the proposed location on the plans as possible without intruding into pathways. Fixture Schedule and Details a) Modify Detail 1. This applies to the entire perimeter of the building. Fixture Schedule.6. per attached Sketch ESK5. connected to the existing exterior building lighting circuit in the area and connected to the nearest emergency circuit from the generator for emergency operations. These fixtures shall be provided with an emergency transfer device. ESK-3. Electrical Site Plan a) Modify Keyed Notes 3 and 9. b) Modify Detail 1. per attached Sketch ESK-6.5. ESK-2. The emergency fixtures shall be provided with an emergency transfer device and connected to the nearest emergency circuit from the existing generator for emergency operations. Sheet E0. Sheet E0. 10. ESK-4 for typical information. See attached Sketches ESK-1 and ESK-3. 2
. fixture type WP1.
06 Aug 2.56 Jun 2.57 Apr 2723.02 Feb 3924.
Utility Cost Attachment
.51 3306.39 Dec 2257.15 3455.06 Sep 2.16 4869.06 Estimated
Gas Power*
No reliable estimate.City Hall West
333 Sailfish Utility Costs Beginning October 2007 * Power costs increased approx 14% since these occurred.24 3761.23 4319.Addendum #2 . Oct 686.05 Mar 2844.83 Jul 2.26 3409.08 May 2065.83 Nov 1068.53 3084.06 5128.96 3546.39 Jan 4080.
Provide a system that allows for custom programming to interface with the Owner’s security and exiting requirements. and accessories.01
SECTION 02825 HYDRAULIC VERTICAL PIVOT GATE SYSTEM PART 1 . 1. B. Product Data: Furnish manufacturer's literature for gate and operator and each manufactured accessory to be provided for Project. 2. Performance Requirements: Provide manufacturer's standard safety devices including following features. with accessories as required for complete operational installation. b. Gate Height: As indicated on Drawings. Maintenance Data: Furnish manufacturer’s operators and parts manual. Related Sections: 1. which allows barrier to be opened and to be closed in event of power failure.City of Boise
City Hall West Tenant Improvement
Modus Architecture Project No. 3. Wiring Diagrams: Furnish manufacturer’s wiring diagrams for gate operator. Match adjacent fence height and style. Shop Drawings: Show location of vertical pivot gates system in relationship with adjacent fencing and paving.000 open and close operation cycles per day.02 System Description A.
HYDRAULIC VERTICAL PIVOT GATE SYSTEM 02825-1
. Coordinate requirements with the Owner. 1. details of installation. 1.GENERAL 1. 5. minimum 16’-0” clear drive aisle. hardware locations. 4. Safety Devices: a. Templates: Provide drawings or templates for installation of anchor bolts in support slab. Power Failure: Provide manual bypass system.03 Submittals A. C. Section Includes: Provide vertical pivot gate system including gates and hydraulic operator. 1. 1. Division 16: Electrical connections. 2. B. Provide a system that is rated for vehicle and motorcycle traffic.01 Summary A. Provide pressure relief valve to avoid crushing obstruction encountered in either direction of travel. Gate Width: As indicated on Drawings. 9’-0”. not-to-exceed a 12 second opening or closing time. 07-110. Provide shut off power device if balance system fails. Operation: Design system to allow for minimum 1. B.
Field Measurements: Verify dimensions and component layout by field measurements prior to beginning installation. Superior Security Gates LLC. Asheville. procedures.250.9504 FAX: 828. with external adjustment relief valve and 4-way solenoid operated 3 position valve. Warranty Period: Three years. 1.04 Quality Assurance A. Inc.com B. Failure shall be defined as any defect in manufacturing which prevents gate from operating as intended. B. Billings.tilt-a-way.
HYDRAULIC VERTICAL PIVOT GATE SYSTEM
02825-2
.PRODUCTS 2. Digitech International. 409 New Leicester Highway. Installer Qualifications: Firm approved by manufacturer or with minimum five years successful experience completing vertical pivot gate installation similar to that required. Idaho 83661 C.. NC 28806 Tel: 828. Require attendance of parties directly affecting vertical pivot gate installation.. 1.01 Manufacturer A.com. 1. 3450 RPM.Vertical Pivot Gate System: Ideal Mfg. Provide manufacturer’s standard limited warranty for system and system components against failure resulting from normal use based on manufacturer’s literature.250. and coordination required with related work. Certificates: Furnish manufacturer’s certification indicating system provided complies with specified requirements.03 Components A. Inc. Fax 406-656-4363. 1.01
C.523.05 Project Conditions A. Ideal Manufacturing. Inc. Review site conditions. Basis of Design . 2.02 Manufactured Unit A. 2011 Harnish Blvd. Payette. Hydraulic Power Unit: 1 HP TEFC motor.0799 E-mail: sales@digitechintl. 1151 South Main Street.. MT 59101. E-mail: info@idealmfginc. PART 2 .City of Boise
Modus Architecture Project No. Telephone 800-523-3888 or 406-656-4360.06 Warranty A. B.. 220 Volt Single-Phase Vickers Hydraulic power unit capable of delivering 4 GPM at 1000 PSI. 07-110..com 2..9767 Toll Free: 800. Web address: www. 2. Pre-installation Conference: Conduct meeting at site prior to commencing work related to vertical pivot gate system installation./TILT-A-WAY Models HYJD-25E. 1.
and tension springs pulled in a straight line. Cold Weather Package. safety switches. Overrun Delay Timers: Integral to board capable of shutting down system in case motor runs longer than 30 seconds. consisting of manufacturer’s standard cables. keeping any person from lifting the gate open when it is in the closed position. and reservoir will be all as one unit with fluid thermometer and fluid level sight gauge. 5. and tested. 07-110. sealed cam yoke roller bearings. filled. Power: [220 Volt Single-Phase] 4 Wire Total gate system requires 15-amp service. Logic Board: Programmable logic board with manufacturer’s full range of available functions. Options: a.125 gauge plastic outer skins. 7. and adjustable stops with lock down in any position. Testing: Factory test and adjust balance system to ensure gate may be manually raised and lowered with specified pressure. 3. Hydraulic pump. Balance System: System designed to allow barrier to be hand raised and to be hand lowered with 12 to 15 pounds of pressure. b. 2. Coordinate the interface of the loop
HYDRAULIC VERTICAL PIVOT GATE SYSTEM 02825-3
. 1. balances the operator correctly at the time of manufacturing D. Signage: Signage to be added to the gate barrier must be declared at the time of order so the manufacturer can add the signs on the barrier. Wire: Oil and gasoline resistant. Pedestal Frame: Welded construction with removable cross broke luran 776 cap . 4. 3. Overload Protection: Allen Bradley type overload protection relay to protect motor. Cylinder: 2-1/2” by 38” stroke hydraulic cylinder with 1-3/8” diameter rod. All gates are equipped with a dry contractor to accommodate all types of access equipment. Proximity Switches: Adjustable snap action limit switches capable of stopping barrier at each end of travel. system to be factory wired inside electrical box and tested. 5. Reversing Controller: Provide as required to operate motor and solenoid valves. Inspection Door Hardware: Stainless steel continuous hinges and heavy-duty lockable pull down catches to hold inspection door shut. C. The hydraulic system will be designed to keep the gate locked in the closed position. 1. factory checked. Hydraulic Fluid: Manufacturer’s standard. sheaves. and motor. 8. safety or close gate operation. Stanchion. Safety Control Switch: Provide built-in safety control switch capable of stopping barrier in any position should balance system fail. while gate is in operation. 4. Electrical System: Oversized rain tight enclosure housing electrical components except limit switches. 2. proximity switches and cushioned slow down on each end of travel.01
1.City of Boise
Modus Architecture Project No. 2. motor. 1. B. c. to ensure Ideal Mfg. 3. 6. 2. Hydraulic System: 2500 psi hydraulic cylinder. Loop Detectors: Provide detector system (except loop) to allow free exit/safety. with no more than 3% drop in voltage.
Finish: Factory prime with DTM epoxy and paint with acrylic urethane to resist corrosion.
E. e. f. Advise Owner regarding programmable features and controls and preset controls according to Owner requirements. Comply with manufacturer’s recommendations and installation instructions. Verification of Conditions: Verify concrete support slab complies with requirements and verify anchors and conduits are properly installed 1. g. 07-110. match barrier. Ensure alignment with adjacent construction. fencing. Accessories: Provide as required for complete operational installation.02 Installation A. Options: Provide stanchion to contain free end for severe crash applications. 1. Barrier System (Gates): Design to resist twist and to resist sway. Color: As selected by architect. 1. F. with sway bracing. 2. accurately fitted and free from distortion and free from defects. Install vertical pivot gate system to provide rigid and secure installation as indicated. Locks: magnetic lock secures gate in closed position. Access Control Systems: Coordinate with Owner’s security system and requirements. PART 3 . and reprogramming of system.
detectors and the detectors system with Owner’s security system and requirements. maintenance. Instruct Owner personnel in proper operation.01 Examination A. B.04 Finishes A.03 Protection
02825-4
. easy operation. h. straight and true to lines and levels indicated. Child Guards: Provide child and small animal guard on secured side of operator. Stainless steel fasteners.City of Boise
Modus Architecture Project No. 3. 3. Heater for Electrical Box: Provide heater. Install components square and level.01
d. 2.EXECUTION 3. 2. including full box insulation to protect system for conditions to minus 70° F. and paving. Type: Custom barrier as indicated on Drawings to match adjacent steel fencing. Reversing Edge: Provide manufactures standard reversing edge system. 1. 1. for free. 1. coordinate with adjacent construction.
07-110.City of Boise
Modus Architecture Project No. replace components damaged by subsequent construction operations.01
A. End of Section 02825
02825-5
. Touch-up scratched and damaged surfaces using same primer and finish system applied in shop. Protect vertical pivot gate system from damage during remainder of construction operations. B.
Modus Architecture Project No.
QUALITY ASSURANCE Standards: 1.01
SECTION 11190 – SECURITY WALL SYSTEMS – (GYPSUM PLASTER) PART 1 . Do not apply plaster until such work has been installed and tested Related Work Specified Elsewhere: 1.Coordinate installation of electrical conduit and junction boxes with work of this section. ASTM A526 Steel Sheet. 07-110.02 A.1 . DESCRIPTION OF WORK Extent of Security Wall work is shown on the drawings and in the schedule. 2.
3.Section 16050 . 3. minimum 33 ksi yield strength AWS. Standard Specification For Gypsum Plaster Fire-Resistance Rating: Where fire resistance rating is required.Section 09900 . Galvanized (Min. 5. Coordinate with all trades required to install work on the STRUCTOCORE Metal Panels. 4. Electrical conduit and junction boxes must be installed on the forming before plaster application Hollow Metal Doors and Frames .Specify alkyd enamel undercoater and semi-gloss enamel finish. D1.
B. Commercial Quality Hot-Dipped. apply to work of this section. or polyamide epoxy high-gloss finish to meet water erosion hose stream test. GENERAL DOCUMENTS General and Supplementary Conditions of Contract as well as Drawings and general provisions of Contract and Division 1 Specification section. 6. Painting .0 ANSI Z49.03 A. provide materials and installation which are identical with those of applicable assemblies tested per ASTM E119 by fire testing laboratories acceptable to authorities having jurisdiction. 1. Electrical . Code for Welding in Building Construction.01 A. 4. G-60).Section 08100 Plumbing – Section 15400
1. Specify acrylic latex paint for general painting requirements.GENERAL 1. Unit Responsibility: Security Wall System and related components shall be from a single
SECURITY WALL SYSTEMS – (GYPSUM PLASTER)
.1973 "Safety in Welding and Cutting” ASTM C28.
machine gun level ballistics test. Adequate ventilation shall be provided to remove excess moisture.01 A.01
manufacturer in order to ensure consistency in quality of performance and appearance. G-60 hot-dipped galvanized.
1. Retain first paragraph below if Owner has retained design consultants. Copy and re-edit subparagraph below for each consultant. 18 ga. under separate contract(s). SUBMITTALS: Product Data: Submit Manufacturer's product specifications and installation instructions for Security Wall System. 1.
B. Shop drawings may be necessary if required work cannot be adequately determined from Drawings.05 A. all glazing shall be complete and the building heated uniformly to.City of Boise
Modus Architecture Project No. perforated steel a. width by length nominal 4'x8'. PROJECT CONDITIONS: Protect contiguous work from moisture damage and soiling which might result from plastering operations. 18 ga. C.
. Storage: Store materials in dry locations with adequate ventilation. MANUFACTURER: Subject to compliance with requirements. No.02 A. commercial quality hot-dipped galvanized (minimum G-60). Material Certificates: Submit manufacturer's certification indicating compliance with the compressive strength requirements specified for plaster. submit test reports for fire and structural data. free from water. and in such a manner to permit easy access for inspection and handling. Angles:
11190-2
2.04 A. 3/4" fasteners. galvanized finish. provide STRUCTOCORE Security Wall System by United States Gypsum Co..
PART 2 . DELIVERY. minimum 33 ksi yield strength. Specifications and manufacturer's product data.
1.06 A. In cold weather. and maintained at. 07-110. Climaseal coated. steel meeting ASTM A526. As required. Delivery: Deliver materials to the jobsite in original packages. in addition to Architect.PRODUCTS: 2. 18 gauge. sheets utilized in fire rated partition and for sub. bearing the brand name and manufacturer's identification. MANUFACTURER COMPONENTS: STRUCTOCORE Forming Sheets. or bundles. a minimum of 55F before plaster application. STORAGE AND HANDLING: Handling: Handle materials to avoid damage. containers. 10-16 Hex Washer Head Screws.
Cut last angle to about 1/2" from existing or adjacent walls. ASTM C28. For walls over 12-feet high attach at every rib. Repeat process at header. Provide temporary bracing (strong backs) to plumb the forming until after the plaster scratch coat fully sets. 400 lb. 1 sand meeting ASTM C35. Insure that first row of sheets is installed level. Sand . Start installation with a full sheet on the upper course. and 3/4" off one side of the centerline.c. Align and set floor angle about 1/2" from abutting wall or vertical structural member. Securely anchor angles with fasteners not exceeding 16" o. K. Cut vertical angles to a minimum 1/8" short of floor and ceiling angles. Potable water. L.02 A. 3"x3"x3/8" outside corner guard angle
PART 3 . free of significant organics #4 reinforcement bars. shear. and bunk mounting plates. IMPERIAL Finish Plaster RED TOP Accelerator Corrosion-resistant anchors. Sequence plaster installation properly with the installation and protection of other work
B. 07-110. space angle ends 1/8" apart and continue layout. E.
4" x 1-1/2" x 10' STRUCTOCORE Vertical Abutment Angle 1-3/4" x 1-3/4" x 10' STRUCTOCORE Floor/Ceiling Angle. Screw attach or weld the STRUCTOCORE Forming Sheets to the angle leg at every other rib. Structural steel jamb channels.EXECUTION 3.01
1) 2) 3) D. screws or welds.Verify wall straightness before plaster application.
5-1/2"x8' STRUCTOCORE Flat Accessory Plate with 4 rows of holes STRUCTO-BASE Gypsum Basecoat Plaster (Machine Application).
11190-3
. 300 lb. Allow 1/8" minimum between the web of the angle and the forming edge. Replace any stripped screws.install STRUCTOCORE Forming Sheets individually or assemble in multiples and raise into position. Nest or interlock sheets in increments of three rows of corrugations (2-3/4" minimum. Secure the trailing edge of the sheet to the vertical abutment angle with fasteners 7" o. Where run is greater than length of angles. pull-out safe load (minimum). Attach Vertical Abutment Angles to side walls. with ribs positioned vertically.c. H. 4"x4" x 10' STRUCTOCORE 135 Intersection Angle.City of Boise
Modus Architecture Project No. M. Sheet layout .No. 2800 psi. Provide clamping as necessary during fastening. STEEL FORMING: Layout partitions measuring from the centerline. base plates. I. horizontal) and single row minimum vertical and connect with wedges. F. G. J.
trim or remove high spots or surplus material from angles and floor.04 A. remove temporary protection and enclosure of other work. Build-up plaster screeds to provide necessary plaster thickness of wall surface.03 A.05 A. Rod brown coat flush with screeds. install plaster "dots" and "screeds" allowing 1/16" for finish coat. windows and other surfaces that will not be plastered. Door or other frame-outs shall be properly positioned before plaster is applied. brown coat and screeding operation. Start finish trowelling as soon as material has become sufficiently firm to achieve a smooth surface free from marks. immediately doubling back with material from the same batch to a nominal 1/16" thickness. CLEAN-UP: When plastering work is completed. Promptly remove plaster from door frames.City of Boise
Modus Architecture Project No. OPENINGS. voids and other blemishes. Install reinforcing bars around openings as shown on drawings.: Cut channels and forming sheets as necessary to provide rough openings at indicated locations.S. cut basecoat free from metal before plaster sets. Spray apply brown coat. Before set.
B. PLASTERING: Mix STRUCTO-BASE Gypsum Basecoat Plaster (Machine Application) with sand aggregate in the proportions of 2 cubic feet of sand per 100 lbs.
3. leaving walls ready for finish coat. of STRUCTO-BASE Plaster for scratch coat. Mix in strict accordance with the label directions on gypsum plaster bag. Remove unused materials and equipment and clean floors of plaster debris. making sure not to exceed 5. Apply a tight scratch coat over entire working area.5 to 6. Install support members for wall.
End of Section 11190
11190-4
. Where plaster is not terminated at metal by casing beads. Allow scratch coat to set and dry thoroughly (24 to 48 hours) before application of subsequent brown coat.
F. unless otherwise shown. groove finish coat at the juncture with metal. Mix IMPERIAL Finish Plaster per U. E. 07-110.01
3. data sheet PM-9.
DOORS. Spray apply scratch coat to a minimum 3/8" thickness.hung items where indicated on drawings. laying on proper thickness with one pass and overlapping successive strokes. Where plaster is not terminated at metal by casing beads. Apply finish coat 48 hours after brown coat.0 gallons of clean water per 1:2 gypsum plaster to sand mix. Attach door or opening anchors to sheets in an approved manner. Gypsum Co. Plaster flush with metal frames and other built-in metal items or accessories that act as a plaster ground. After scratch coat has set.
3. MISCL. D.
1 ENLARGED DROP-BOX PLAN
Project No: 07110.gomodus.01 Date: 06-30-08 File: 07110A10ad. ID 83702 T: 208-331-3200 F: 208-331-3244 www. Boise.com
This document is the property of Modus Architecture and is not to be duplicated without written authorization.519 Front St.dwg Sketch Number:
c Modus Architecture
Sheet Referenced:
gomodus.2
. Boise.
4 ENLARGED FIRE APPARATUS PARKING PLAN
Project No: 07110.519 Front St. ID 83702 T: 208-331-3200 F: 208-331-3244 www.dwg Sketch Number:
This document is the property of Modus Architecture and is not to be duplicated without written authorization.01 Date: 06-30-08 File: 07110A10ad.
01 Date: 06-30-08 File: 07110A13. ID 83702 T: 208-331-3200 F: 208-331-3244 www.519 Front St.com
This document is the property of Modus Architecture and is not to be duplicated without written authorization. Boise.dwg Sketch Number:
1 ENLARGED SECURITY GATE ENTRY PLAN
Project No: 07110.3
.gomodus.
519 Front St.gomodus. Boise.
2 ENLARGED SECURITY GATE EXIT PLAN
Project No: 07110. ID 83702 T: 208-331-3200 F: 208-331-3244 www.dwg Sketch Number:
This document is the property of Modus Architecture and is not to be duplicated without written authorization.01 Date: 06-30-08 File: 07110A13.
519 Front St. ID 83702 T: 208-331-3200 F: 208-331-3244 www.3
3 ENLARGED SITE PLAN
Project No: 07110.gomodus. Boise.01 Date: 06-30-08 File: 07110A13.com
This document is the property of Modus Architecture and is not to be duplicated without written authorization.dwg Sketch Number:
ID 83702 T: 208-331-3200 F: 208-331-3244 www. Boise.1
1 AREA "A" FLOOR PLAN
Project No: 07110.01 Date: 06-30-08 File: 07110A21.dwg Sketch Number:
A2.519 Front St.gomodus.com
This document is the property of Modus Architecture and is not to be duplicated without written authorization.
3. PROVIDE TIMECLOCK PROGRAMMING AS REQUIRED COORDINATE TIME SCHEDULE WITH OWNER. 171.12 HN1A-6.30.18. RMS 108-119 OFFICES 119-147 +155 RMS 101-118 RMS 164-170.24.20. (29.26 HN1A-28. PROVIDE CONTROL PANEL WITH LIGHTED SWITCH CARD OPTION.14.
. 2.12.32.31) HN2A-(13.6 HN2A-8.10.16.23). 2.8.4. 140-143.10.34 HN1A-36.24 HN2A-(21. PROVIDE UNSWITCHED LEG TO EGRESS FIXTURES.16 HN1A-14 HN1A-18.19)
NOTES: 1.ZONE 1 2 3 4 5 6 9 11
CONTROL ZONES PANEL #1 DESCRIPTION OPEN OFFICES 139. PROVIDE CONTROL PANEL WITH LIGHTED SWITCH CARD OPTION.
ZONE 7 8 9 10 10
CONTROL ZONES PANEL #2 DESCRIPTION RMS 173.20 HN2A-9. 172 RMS 170-183A RMS 183C-197 +198-205 HALLWAYS FLAG POLE LIGHTS
CKTS HN1A-2.15).4. 3. (25.27).22. PROVIDE UNSWITCHED LEG TO EGRESS FIXTURES.22.212-216 EAST WING HALLWAYS SITE LIGHTING SITE LIGHTING CONT
CKTS HN2A-2. PROVIDE TIMECLOCK PROGRAMMING AS REQUIRED COORDINATE TIME SCHEDULE WITH OWNER.38 HN1A-40 HN1A-3
NOTES: 1. 138. (17.
2008 at 3:00 PM local time.
This Addendum 03 is hereby as of the above posted date made a part of the project requirements and contract documents for the referenced project. and compliance with this Addendum upon the space provided within the bid or proposal. This is the only communication you will receive regarding this Addendum. You are to note the receipt of.__________________________________________________________ ADDENDUM 03
FB 08-194 City Hall West Tenant Improvements Public Works Department
Boise City Purchasing Colin Millar P. PLEASE CONTACT OUR OFFICE. Failure to acknowledge this Addendum does not relieve you from fulfilling the Addendum requirements.
Addendum # 3 is to change the bid opening date from July 9th.org
July 2. 2008 Page 1 – Cover & Message
Total Pages Transmitted (Including this sheet): (1)
Message: You are hereby notified of the following clarifications of and/or revisions to the Drawings and Specifications for the above referenced project. 2008 at 3:00 PM local time to Monday July 14th.O.
IF ALL PAGES WERE NOT RECEIVED OR THERE IS A PROBLEM WITH THE TRANSMITTAL. Idaho 83701-0500 Phone (208) 395-7804 Fax (208) 384-3995
wmillar@cityofboise.
. Box 500 Boise.
2008 Page 1 – Cover & Message
Total Pages Transmitted (Including this sheet): (68)
IF ALL PAGES WERE NOT RECEIVED OR THERE IS A PROBLEM WITH THE TRANSMITTAL. Box 500 Boise.org
July 3. Failure to acknowledge this Addendum does not relieve you from fulfilling the Addendum requirements.
Detailed information attached
This Addendum 03 is hereby as of the above posted date made a part of the project requirements and contract documents for the referenced project.O. and compliance with this Addendum upon the space provided within the bid or proposal. You are to note the receipt of. PLEASE CONTACT OUR OFFICE. This is the only communication you will receive regarding this Addendum.
.__________________________________________________________ ADDENDUM 04
" (v) item D.5.2. add "Provide within two weeks of Notice To Proceed. "SARGENT Manufacturing Company (SGT). change from "Dorma Architectural Hardware…" in its entirety to read. Inc." (ii) item D. Sailfish Pl. The following manufacturers shall be approved for bidding only. 440-942-9118. Final approval shall be based on requirements of the plans and specifications: a) Metal Lockers. The Addendum Number Four is hereby made a part of the project requirements and contract documents for the reference project. 80 Series. add "Provide within two weeks of Notice To Proceed. Section 10505. Specifications. Specifications. Section 08710 . Be sure to acknowledge it in your Bid Proposal Form. "Hadrian 'Emporer' Corridor Lockers as manufactured by Hadrian Manufacturing. add the following text at the end of each paragraph item: (i) item D.6.4 Submittals.
1. Boise." (iv) item D. Section 01352 .LEED Requirements a) Modify 1.3.Door Hardware a) Section 2. Ohio. add "Provide prior to Mobilization.4. item L.ADDENDUM NO. add "Provide prior to Mobilization.5 Exit Devices. LEED Action Plans: Provide preliminary submittals. add "Provide within two weeks of Notice To Proceed." (vi) item D. indicating how the following requirements will be met:" b) 1. add "Provide within two weeks of Notice To Proceed.2." 2. 4
To: From: Date: Project: All Plan Holders and Contractors Liza Morris 07/03/2008 Boise City Hall West. item D to read: "D.1. 333 N. Mentor.4 Submittals. Idaho 83704
You are hereby notified of the following clarifications of and/or revisions to the Drawings and Specifications for the above referenced project. as scheduled." (iii) item D."
." b) Clean Agent Fire Suppression Systems: Sapphire Suppression Systems
Section 15900 ."
.3 Operation and Maintenance Manuals. Refer to commissioning specifications for all startup and commissioning requirements.Mechanical General Provisions a) Modify 2.Electrical General Provisions a) Revise 2. Section 15300 .Heating. for General Compaction Requirements. Specifications.1. the computer for the Direct Digital Control system shall be provided by the City of Boise. Sheet L1. The flag pole and tenon mounts shall be rated for use as a raceway for electrical wiring. to read: “See section 15900 for Direct Digital Control requirements.7 Control System. Sheet C1. Code Review Plan a) Add Code General Note "F. Landscape Planting Plan (i) Modify note in southeast corner from "Coordinate removal of the four (4) trees located along this property line…" to read: "Four (4) existing trees to remain along property line. Civil. paragraph A.0. 6. Specifications. Section 15100 . Specifications.2 Submittals and Substitutions.3 Fittings. Sheet A0.1 to read: “Per City of Boise bid instructions. 4 – Boise City Hall West
3. item "E.01. 8. Section 15150 . to read: “Coordinate operations and maintenance manual requirements with Commissioning Requirements section 01810.” 7." 2. in its entirety. SECTION 200 & 800. Specifications. chillers. Section 10350 . and air handler coils. Specifications. 1 and 2. delete reference to geotechnical report. Section 16010 . 5.Flagpoles a) Add to Section 2. Add to note: "Refer to ISPWC specifications. item A. Landscape Planting Plan a) Detail 1. boilers. Sheets No.Instrumentation and Control System for HVAC a) Clarification.Modus Architecture Addendum No." 4."
1. Ventilating and Air Conditioning a) Modify 2. Item A. Specifications. The tenons are to be 180 deg apart." b) Update site plan per attached Sketches.” b) Clarification: In-addition to balancing all existing/new terminal unit and the exhaust fans the Balancing Contractor shall document the existing flows and pressure drops in the existing pumps. Landscape. 3. Asphalt Section. Deferred Submittals: Fire Sprinkler/Fire Suppression Systems. re: Mechanical Specifications.Mechanical Start-up a) Delete Section 15150 in its entirety. Site Plan a) Detail 2. Tenons: Provide (2) pole mount tenons. Architectural.
Architectural. b) Add Site Plan Keynote. near gridline (6)(K). planting size. Overall Site Plan a) Update Detail 1. Wall Type 1. referring to plant material in new entry plaza from "6/GLS (E)" to read: ""6/GLS (N)". modify signage text to read: "Carpool/ Vanpool Parking Only". Sheet 3. Architectural. Sheet L2. 5 gal." (ii) Type CR. irrigation controller located in Exist. Berberis julianae. re: Detail 3/A1. Sunburst Honey Locust.4 sim. referring to plant material in new patio area from "(N) 2/SBHL" to "(N) 1/SBHL".4. "Low Emitting Vehicle/Fuel Efficient Vehicle". Palace Purple Coral Bells. Electrical room 221. 2" min Caliper" (ii) Shrub type "WGB. Heuchera Palace Purple. 1 gal. 2 gal.4. update the following symbols: (i) Type CMD. add the following notes: (i) "Integral color concrete: Davis Color Mix-Ready in Disintegrating Bags. "'Carpool/Vanpool Parking Only' sign. 213-269-7311. Landscape. 4 – Boise City Hall West
(ii) Modify symbol in Northeast parking area. Rosa Flower Carpet Red. in its entirety: "25. b) Detail 3." 7. 002 and 003/A1. mount to pipe with galvanized brackets and 3/8" cadmium plated bolts. add Symbol "LEV" and text "Low-emitting and fuel efficient vehicle parking. (iii) Modify symbol in Southwest parking area. planting size "5 gal. California. 2'x3' " c) Detail 3.0. Provide signage to read." 6. Overall Site Plan per attached Sketches 001.0.. "5 gal. Provide 2" diameter galvanized steel pipe. modify in their entirety (2) notes along South property line from "Sprinkler Contractor to verify if there is an existing drip system…" to read: "New drip irrigation system in South planter beds. Modify notes to read. Architectural.1. planting size "5 gal. Wall Types & Sections a) Wall Types schedule. Landscape Irrigation System. nuts and washers. Provide 12" round conc." (iii) Type BJ. 5. Site Details a) Detail 3." c) Site Plan Legend. Concrete Wheel Stops along wall to provide protection of wall. 1'x1' " 4. Wintergreen Barberry. Refer to Architectural Sheet A2.Modus Architecture Addendum No. as manufactured by Davis Colors. Coordinate with structural requirements. Sheet A1. "Red Flowering Carpet Rose. "5 gal.1. planting size. install with (2) rebar pins ea. (N) Plant Material Legend. (iv) Modify symbol at South property line from "57/BJ" to "(N) 57/BJ". Landscape Irrigation Plan a) Detail 1." (v) Type RFCR. 4'x5' " (iii) Shrub type "PPCB." b) Clarification. (N) Plant Material Legend. Connect new system to existing drip irrigation system located in existing planters in parking area. add the following: (i) Tree type "SBHL. "Carpool" Parking Signage Detail. base. Submit sample chip set for color selection from full
. Sheet A1." (iv) Type BJC.
per attached Sketch 001/A7. Window Types. Sheet A9.1. 138A. Architectural. 162A. 130B. Architectural. 146A. Release agent shall be approved and applied per mfr. Architectural." 10. Sheet A7. Liner may be factory bonded at Contractor's option to plywood. Detail 1.Modus Architecture Addendum No. Door Schedule." (ii) "Form Liner: Exposed architectural concrete surface treatment shall be obtained with Scott System elastomeric form liner. Evidence Storage Lockers Section.0. update door numbers 100B. 11. grind flush to surface. 244A. Types & Details a) Door Schedule. Interior Elevations a) Replace Detail 6 with attached Detail 6. Evidence Locker . 156B. b) Add the following Sheet Notes: (i) "Provide complete glazing systems. c) FM200 system:
.0. 116B. 176B. 12. 212B.Interior Elevation. " (iii) "Curing compound: Davis Colors W-1000 Clear Cure & Seal. CO 80231. Tactile Exit Signage Detail. 303373-2500. c) Add Detail 13. Mechanical.5. re: 13/A7." (vi) "Patching: fill holes and defects in concrete surface within 48 hours of form removal with stiff mortar from same sources as concrete to match." (iv) "Form ties: Fiberglas rod tinted to match concrete. indicate pigment number and required dosage rate. 157B.0". Schedules/Details a) Clarification. ductwork and piping denotes removal of equipment. or field. Sketch 001/A9. 164A. install per mfr.1. 116A. 4 – Boise City Hall West
line of manufacturer's Mix-Ready concrete colors. and 247A with the following Door Schedule Remark: "E" b) Add Door Schedule Remark: "E = ADA and IBC Compliant Tactile Exit Signage. 235A. Inc. Architectural. 183B. 241A. Joints will be tightly butted to prevent leakage. Apply in horizontal configuration. 221A.laminated per mfr. 9." (ii) "Provide tempered glazing where required by IBC. 45th Ave. 115B. Sheet A7. 212A." 8. 231A.1.5. Existing adjacent glazing is to remain. Denver. 10777 E. b) Fire sprinkler shall be modified to fit the new building layout this will include the new “I” occupancy. General Clarifications a) Angle hatching over equipment. Sketch 001/A9. Casework Sections a) Replace Detail 3 with attached Detail 3. #133 Fractured Fin Trap as manufactured by Scott System. all references to provide "Solarcool (1) Solexia reflected glass…" applies to new glazing in new or modified frames. Do not use calcium chloride admixture. Sheet A9. 190B." (v) "Supports for Reinforcing Bars: Use corrosion-resistant types at locations in contact with exposed surfaces.
13. see sketch MSK-1. Sheet MG1. TU-C30 shall be balanced per key note 5. see sketch MSK-1.4A & B. Sheet M1.Modus Architecture Addendum No. Added transfer air ducts. Area "A" HVAC Plan a) b) c) d) e) Panic Vestibule 100: Return air transfer duct shall be 14x8. Area "D" HVAC Plan a) b) c) d) e) f) g) Update Detail 1.
19. Enlarged Lab HVAC Plan per attached Sketch MSK-1.4A.1. Sheet M1. Delete Keyed note 13 reference to H-6/EF16. Mechanical.3. see sketch MSK-1. c) New return duct in Training 174 shall be 24x14. New return duct in Patrol Briefing 213 shall be 24x14. Mechanical. Sheet M1.2. see sketch MSK-1. b) All VAV units (TU) are existing units.5. Mechanical.3. Training workout 232b: Exhaust grille for EF-18 shall be an R-10. d) Controls: See the attached control schematics and sequences. Enlarged HVAC Plan a) Update Detail 1. Added sensor for TU A02.1. requiring a sensor for SFD. Added transfer air duct. Contractor shall fabricate mounting boot for smoke sensor device on any new/existing ducts smaller that 14” dia.4B. Sheet M1.1. Mechanical. see plans for size. Mechanical. does not apply.5. Mechanical.
. c) Remove. MSK-MG1. 4 – Boise City Hall West
(i) Discharge nozzles from the FM200 system shall be extended to below the raised floor under the Server room (ii) There will be more than 1 air change per hour in the server room. see sketch MSK-1. Ductwork shall be connected from H-5 to EF-15. Area "B" HVAC Plan a) Delete Keyed note 13 reference to H-5/EF15.1. does not apply. clean and re-install all existing return grilles.4. Area "D" HVAC Plan per attached Sketches MSK-1. Revised hard area.4A. General HVAC Clarifications a) Keyed note 3 applies to any return air transfer duct see detail on sheet M2. TU-C10 shall be balanced per key note 5. Mechanical Cover a) Update Mechanical and Plumbing Drawing Legend per attached Sketch. Area "C" HVAC Plan a) b) c) d) e) f) Update Detail 1. Sheet M1. b) Ductwork shall be connected from H-5 to EF-15. 17.5. see plans for size. 14.
18.3. Evidence 246b: Exhaust grille for EF-6 shall be an R-10. Added sensor for TU A11 and A12.
16. TU-C26 shall be balanced per key note 5. 15. The Contractor shall install smoke detectors accordingly. Mechanical. Keyed note 3 applies to any return air transfer duct. Area "C" HVAC Plan per attached Sketch MSK-1.
Sketches M4.
. See sketch MSK-P2. Mechanical.1A for fixture schedule. 25. Mechanical. b) Revised community break 162: removed two water wall boxes (WB-1) and piping behind vending machine and added one water wall box (WB-1) and piping behind refrigerator. column keyed notes corresponds with keynotes on plan sheets. Variable Air Volume Unit (VAV) Control System Schematic and Sequence of Operation (iv) Detail D. Controls Legend 22. c) EF-6 shall be set to 500 CFM. see sketch MSK-P0. see sketch MSK-3. Mech/Elec RM Vent Control System Schematic and Sequence of Operation (ix) Detail I. see sketch MSK-3. Sheet P1. Area "B" Plumbing Plan a) Update Detail 1. d) Modified EF-17. Mechanical. and I: (i) Detail A. C.1.2. see sketch MSK-P2. Unit Heater (UH) Control System Schematic and Sequence of Operation (viii) Detail H. Mechanical. Sheet P1. contractor will provide and connect. Additional Control (vii)Detail G. Exhaust Fan Control System Schematic and Sequence of Operation (v) Detail E. HVAC DDC Control Central Layout and Architectural Layout (ii) Detail B. Mechanical.1A for fixture schedule. b) Hard RR 197.1A. Mechanical. Variable Air Volume Unit (VAV) Control System Schematic and Sequence of Operation (iii) Detail C. 24. Sheet M3. contractor will provide and connect.1. B. Partial Plumbing Demolition Plan a) Update Detail 1. See sketch MSK-P2. changed floor sink model. Added tempering station for eye wash. H.2. Added tempering station for eye wash. E.1A. 4 – Boise City Hall West
20. b) General clarification: TU Schedules. Sheet P.1A. See sketch MSK-P1.A.1A and MSKP0.3. Miscellaneous Details a) Add the following Details to the Contract Documents.1.B. Exhaust Fan Control System Schematic and Sequence of Operation (vi) Detail F.1. per attached Sketches MSK-4.2.01. Sheet P1. G.1A for fixture schedule.1B for revised demo plan. F. reference Sheet M4. c) Existing piping will be used in place of acid waste. 23. Partial Plumbing Demolition Plan per attached Sketch MSK-P01.Modus Architecture Addendum No. b) Update Keyed Notes per attached Sketch MSK-P01. HVAC Schedules a) Update Exhaust Fan Schedule per attached Sketch MSK-3. Area "B" Plumbing Plan per attached Sketch MSK-P1.1A. Area "A" Plumbing Plan a) Jan 148. Area "C" Plumbing Plan a) Jan 196. 21. D.
d) Removed most of acid waste lines and added neutralization station see sketch MSKP1. Sheet P2. Area "B" Electrical Demolition Plan .1. Panel Schedules per attached Sketches ESK-26 & ESK-27.5. Details/Fixture Schedule a) Revise description of FL1 fixture by adding “NATURAL ALUMINUM FINISH”. Panel Schedules a) Update Detail 1. Sheet E1. 27. b) Update Detail 1. Sheet E0.2. 30.Lighting a) Add General Note. c) Update Detail 2.5D. Electrical. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE.1. Electrical. 4 – Boise City Hall West
26.6. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE. Enlarged Lab Waste Plan. Electrical. 208 V Panel Schedules per attached Sketches ESK-25 & ESK-29. Enlarged Plumbing Plan a) Change detail callout in upper right corner.Lighting a) Add General Note. RELOCATE TO ADJACENT TILE WHERE REQUIRED. "3. Sheet E0. Sheet E1.5A. "3.1A and B for detail and fixture schedule changes. Neutralization Detail per attached Sketch MSK-P2.5. e) Routed temperate water to eyewashes.Modus Architecture Addendum No.3. Sheet E0. for Enlarged Lab Waste Plan. per attached Sketches MSK-P1.” 31. Electrical. Enlarged Lab Water & Gas Plan. Area "A" Electrical Demolition Plan . Electrical Site Plan a) Add General Notes and modify Keyed Notes per attached Sketch ESK-8. Area "C" Electrical Demolition Plan . B and C for new plan and MSK-P2. Mechanical.4. "3.3. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED. Electrical. per attached Sketches MSK-P1. RELOCATE TO ADJACENT TILE WHERE REQUIRED. see sketch MSK-P1."
. b) Revise Fixture Schedule note #7 to read “PROVIDE MOUNTING HARDWARE AS REQUIRED TO MOUNT FIXTURE(S) TO NEW FLAG POLE. 32.1A. b) Update Plumbing Fixture Schedule per attached Sketches MSK-P2. B and C. Sheet P1. Plumbing Fixture Schedule & Details a) Add Detail. Sheet E1. Electrical. 29. from "1" to "2". Mechanical.1A and B.5D for new connection. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED. TWO FIXTURES PER FLAG POLE. The Lithonia Part Number shall be ASF1-100M-HSP-TB-LPI-DNAT. Electrical.Lighting a) Add General Note. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE.5A. Panel Schedules a) Update Detail 1. 28." 34. Sheet E0. RELOCATE TO ADJACENT TILE WHERE REQUIRED." 33.
Area "B" Power Plan a) b) c) d) e) Update Detail 1. Electrical. Electrical. per attached Sketch ESK-18. add receptacle for TV in Fire Media 114. "3. Sheet E4. Revise location of floor box in Break Room 145. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED. RELOCATE TO ADJACENT TILE WHERE REQUIRED. Sheet E1. In-Duct Detectors and required circuiting in I occupancy area. Electrical. d) Add floor box with power in Break Room 145 and Training Storage 130. per attached Sketches ESK-10. Sheet E3. 41. 40.1. Electrical. Area "D" Lighting Plan a) Update Detail 1. Area "A" Power Plan a) Update Detail 1. RE-ROUTE CONDUIT AND CONDUCTORS AS REQUIRED TO MAINTAIN POWER TO ALL DOWN STREAM DEVICES THAT ARE EXISTING TO REMAIN. b) Remove receptacle for counter area in Auditorium 115.4. RE: ESK-12. 4 – Boise City Hall West
35. 38. Area "B" Lighting Plan.2. RE: ESK-13. Revise locations of WS3 fixtures in Community Lounge 163. Electrical. RE: ESK-10. Add TV receptacle in Existing Training 160. c) Add receptacle in Panic Vestibule 100.
. Training/Workout Room 232B and Mat Room 231. 11 and 12. Electrical.Power a) Modify Keyed Note 2 to read: “EXISTING WALL TO BE REMOVED. Area "A" Electrical Demolition Plan . REMOVE ALL EXISTING DEVICES AND JUNCTION BOXES.5. Area "B" Lighting Plan a) Update Detail 1. Add Smoke Fire Dampers. per attached Sketch ESK-16." 36. Area "A" Power Plan. RE: ESK-11. Sheet E2. Electrical. RE:ESK-31. Men’s Restroom 105 and Women’s Restroom 106. Electrical. Add Smoke Fire Damper. RE: ESK-13. Provide 3-way / 4-way switching at each entrance/exit to Corridor 232A. Sheet E1. Area "D" Lighting Plan. add receptacle in Coor 116B. RE: ESK-13. Sheet E4. change floor box in Corridor 138B to wall mounted receptacle. add floor box with power in Soft Room 108 and Auditorium Storage 110. 39.” 37. Area "D" Fire Alarm Plan. per attached Sketch ESK-17.Lighting a) Add General Note. Provide receptacles for two refrigerators in Community Break 162. Revise circuiting for Community Break 162 equipment at counter area.4. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE.Modus Architecture Addendum No. 42. Area "B" Power Plan. Area "C" Fire Alarm Plan. Area "D" Electrical Demolition Plan . per attached Sketches ESK-9 & ESK-30.2. Sheet E3. Sheet E2. Remove TV receptacle from Hall outside of Training 174.3.4. per attached Sketches ESK-13 & ESK-31. Area "D" Fire Alarm Plan a) Update Detail 1. In-Duct Detector and required circuiting near grid line (G)(7). Area "C" Fire Alarm Plan a) Update Detail 1.
Viewing 198 to 1/4HP. e) Remove the pilot switch associated with EF-10 for K-9 Room Storage 218. CEILING MOUNTED FIRE ALARM DEVICES AND OTHER DEVICES AND EQUIPMENT LOCATED IN THE CEILING. Utilize spare circuit LN1B-42. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED. RE: ESK-15. j) Add Area Keyed Note # 1 to BPD Chief 262.0 for corresponding symbol. COORDINATE LOCATIONS OF RELOCATED SPEAKERS WITH LIGHT FIXTURES. d) Add WP. GFI receptacle in Jan 196 adjacent to Relocated ‘LN1B’.Modus Architecture Addendum No. RE: ESK-20. (i) “DOOR JAMB CONNECTION FOR DOOR CONTACT” (ii) “IP CAMERA” (iii) “MOTION SENSOR (REQUEST TO EXIT)” d) Provide power and connections as required to ADA opener and locks for exterior door to Exist Electrical room 157. d) Add WP. 44. c) Remove the switch associated with EF-9 for Jan 217A. RELOCATE TO ADJACENT TILE WHERE REQUIRED. RE: ESK-19. 45. Some typical areas are shown in sketch sheets associated with these sheets. Sheet E4. i) Intercept and extend existing dishwasher circuit in Dish Wash 238. b) Revise rating of EF-17 for Int." c) Remove the following symbols and conduit requirements from All Doors. per attached Sketches ESK15 & ESK-28.4. GFI receptacle in Jan 217A. e) Revise location of card reader in Panic Vestibule 100. Sheet E4. b) Circuits LK1A-111. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE. Area "C" Power Plan a) Update Detail 1. RE: ESK-28. 4 – Boise City Hall West
43. RE: ESK-15. Electrical. f) Add dedicated connections for owner provided phone PBX equipment in Exist Server 258. RE: ESK-15 g) Add Keyed Note #11. SPRINKLERS. RE: ESK-14. per attached Sketch ESK-14. RE: ESK-28.115. update panel schedule accordingly. h) Add Keyed Note #10.3. Electrical. Remove card reader from Soft Room 150. RE: ESK-15. Update associated panel schedule accordingly with 10Amp load per circuit. Area "A" Special Systems Plan a) Update Detail 1. Sheet E5. Area "C" Power Plan. Electrical. Add card reader at door to Auditorium 115 from Lobby. see symbols legend on sheet E0. Utilize existing circuits SERV2-40. per attached Sketches ESK-19 & 20. c) Change floor box in Corridor 183E to wall mounted receptacle.117 located in Evidence Dry/Prep 246B shall utilize 1” conduit.113. 42. Area "D" Power Plan a) Update Detail 1. Area "A" Special Systems Plan and Keyed Notes. Area "D" Power Plan and Keyed Notes. change floor box in Corridor 211A to wall mounted receptacle.1. b) Add General Note: "5.
. RE: ESK15.
e) Remove card reader from Exist Electrical 220. Some typical areas are shown in sketch sheets associated with these sheets. see symbols legend on sheet E0." c) Remove the following symbols and conduit requirements from All Doors. see symbols legend on sheet E0. Area "C" Special Systems Plan. COORDINATE LOCATIONS OF RELOCATED SPEAKERS WITH LIGHT FIXTURES.0 for corresponding symbol. RELOCATE TO ADJACENT TILE WHERE REQUIRED.4. RE: ESK-22. RELOCATE TO ADJACENT TILE WHERE REQUIRED. b) Add General Note: "5. Area "D" Special Systems Plan a) Update Detail 1. per attached Sketches ESK-23 & 24. b) Add General Note: "5. 4 – Boise City Hall West
46. RE: ESK-21." c) Remove the following symbols and conduit requirements from All Doors. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED. SPRINKLERS.0 for corresponding symbol. SPRINKLERS. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED.3.2. b) Add General Note: "5. COORDINATE LOCATIONS OF RELOCATED SPEAKERS WITH LIGHT FIXTURES. (i) “DOOR JAMB CONNECTION FOR DOOR CONTACT” (ii) “IP CAMERA” (iii) “MOTION SENSOR (REQUEST TO EXIT)” d) Remove card reader from exterior door near grid line 5 RE: ESK-22. Some typical areas are shown in sketch sheets associated with these sheets. Sheet E5. Area "C" Special Systems Plan a) Update Detail 1. CEILING MOUNTED FIRE ALARM DEVICES AND OTHER DEVICES AND EQUIPMENT LOCATED IN THE CEILING.0 for corresponding symbol. Area "D" Special Systems Plan and Keyed Notes. see symbols legend on sheet E0. Electrical. Electrical. RELOCATE TO ADJACENT TILE WHERE REQUIRED. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE. per attached Sketches ESK-21. EXISTING CEILING MOUNTED SPEAKERS SHALL BE MAINTAINED WHERE POSSIBLE. per attached Sketches ESK-22. 47. Sheet E5. PROVIDE CABLING TO MAINTAIN EXISTING FUNCTIONALITY AS REQUIRED. SPRINKLERS. COORDINATE LOCATIONS OF RELOCATED SPEAKERS WITH LIGHT FIXTURES. Some typical areas are shown in sketch sheets associated with these sheets. CEILING MOUNTED FIRE ALARM DEVICES AND OTHER DEVICES AND EQUIPMENT LOCATED IN THE CEILING.
. Area "B" Special Systems Plan a) Update Detail 1. Sheet E5.Modus Architecture Addendum No." c) Remove the following symbols and conduit requirements from All Doors. Electrical. Area "B" Special Systems Plan. 48. (i) “DOOR JAMB CONNECTION FOR DOOR CONTACT” (ii) “IP CAMERA” (iii) “MOTION SENSOR (REQUEST TO EXIT)” d) Revise location of card reader at door near Corridor 183E. CEILING MOUNTED FIRE ALARM DEVICES AND OTHER DEVICES AND EQUIPMENT LOCATED IN THE CEILING.
Add Card Reader symbol and conduit requirements in vestibule 246A. Add data outlet in IA Invest 254. RE: ESK-24. RE: ESK-23.
END OF ADDENDUM NO. 4 – Boise City Hall West
(i) “DOOR JAMB CONNECTION FOR DOOR CONTACT” (ii) “IP CAMERA” (iii) “MOTION SENSOR (REQUEST TO EXIT)” Add Key Switch and Sounder symbols and conduit requirements inside door to Exist Electrical 220. Add Keyed Note #6 and provide power and connections as required to ADA opener and locks for exterior door to Exist Electrical room 221. RE: ESK-22.Modus Architecture Addendum No. RE: ESK-24. RE: ESK-24. 4
. Remove Data Outlets from Future Area.
519 Front St. Boise, ID 83702 T: 208-331-3200 F: 208-331-3244 www.gomodus.com
1 OVERALL SITE PLAN
Project No: 07110.01 Date: 07-3-08 File: 07110A10ad.dwg Sketch Number:
dwg Sketch Number:
A7.01 Date: 07-3-08 File:07110A70ad3. ID 83702 T: 208-331-3200 F: 208-331-3244 www.com
This document is the property of Modus Architecture and is not to be duplicated without written authorization.gomodus.0
TACTILE EXIT SIGNAGE DETAIL
Project No: 07110.519 Front St.
519 Front St.dwg
EVIDENCE LOCKER .INTERIOR ELEVATION
This document is the property of Modus Architecture and is not to be duplicated without written authorization. Boise.1
Project No: 07110. ID 83702 T: 208-331-3200 F: 208-331-3244 www.gomodus.01 Date: 07-3-08 File:07110A90ad3.
.01 Date: 07-3-08 File:07110A90ad3.dwg Sketch Number:
EVIDENCE STORAGE LOCKERS SECTION
This document is the property of Modus Architecture and is not to be duplicated without written authorization. ID 83702 T: 208-331-3200 F: 208-331-3244 www.gomodus.519 Front St.
Project No: 07110. Boise.
IF ALL PAGES WERE NOT RECEIVED OR THERE IS A PROBLEM WITH THE TRANSMITTAL. PLEASE CONTACT OUR OFFICE. Failure to acknowledge this Addendum does not relieve you from fulfilling the Addendum requirements.__________________________________________________________ ADDENDUM 05
Boise City Purchasing Colin Millar P. Box 500 Boise.
. 2008 Page 1 – Cover & Message
Total Pages Transmitted (Including this sheet): (31)
Message: You are hereby notified of the following clarifications of and/or revisions to the Drawings and Specifications for the above referenced project. You are to note the receipt of.
This Addendum 03 is hereby as of the above posted date made a part of the project requirements and contract documents for the referenced project.org
July 8. and compliance with this Addendum upon the space provided within the bid or proposal. This is the only communication you will receive regarding this Addendum. Idaho 83701-0500 Phone (208) 395-7804 Fax (208) 384-3995
wmillar@cityofboise.O.
in its entirety.8. Set 20 .Interior Security Door Interview. item A. Idaho 83704
You are hereby notified of the following clarifications of and/or revisions to the Drawings and Specifications for the above referenced project.8. Boise. from "Free Egress by insider lever" to read: "Coordinate hardware egress function with Owner requirements. to read: "Coordinate." g) Add to Section 3. in its entirety: (i) "4 EA HINGES AB800NP 630 HAG 1 EA PANIC 99 990DT 613 VON 1 EA CLOSER 8916 ADA Comp 613 DAH 1 EA KICKPLATE 220S 12" 613 HAG 1 EA WALL STOP 232W 613 HAG"
.Interior Hard Interview Lockset. e) Modify note in Section 3. switches provided by Owner's Security Contractor. item B.8. 5
To: From: Date: Project: All Plan Holders and Contractors Liza Morris 07/08/2008 Boise City Hall West. Section 08710 . "d. b) Add to Section 2. Miscellaneous Door Hardware. The Addendum Number Five is hereby made a part of the project requirements and contract documents for the reference project.11. 333 N. Set 33 . Door Hardware Sets.
1. Sailfish Pl.16. Door Hardware Sets. Specifications. Stanley Door Operators. Door Position Switches. Key Control System. Be sure to acknowledge it in your Bid Proposal Form. Deadbolt lock function to be located on outside of door. Field Quality Control." c) Modify Section 2.ADDENDUM NO. Coordinate mounting height with Owner requirements.8." f) Add to Section 3.3.Door Hardware a) Delete Section 2. Door Hardware Sets. as follows: (i) "1 EA Peep-hole Finish to match door hardware" (ii) "Install peep-hole to view into room.4. in its entirety. Set 30 .Interior Panic. Magic Series." d) Delete Section 3. Automatic Operators.
4 ACOUSTICAL PANELS FOR ACOUSTICAL PANEL CEILING APC-4" (ii) "A. water-based two component epoxy coating. Concrete Substrates.0. 6.Trenching a) Add the attached 5-page Section in its entirety.0." c) Section 3. Floor Installation.9. Architectural. entirety: (i) "4 EA 1 EA 1 EA 1 EA 1 EA
Door Hardware Sets.0. Section 09651 . provide Armstrong ‘Clean Room Mylar #1716 with Humiguard Plus’ or an approved equal.Linoleum Tile and Sheet Flooring a) Section 2.Acoustical Panel Ceilings a) Change Section 2. Epoxy-Modified Latex: MPI #215.2. Modular Size: 24 by 48 inches" 3. Section 15190 . b) Update Demo Plan Legend per attached Sketch 001/A2. in its HINGES PANIC CLOSER KICKPLATE WALL STOP AB800NP 630 99 990NL 613 8916 ADA Comp 613 220S 12" 613 232W 613 HAG VON DAH HAG HAG"
2. Section 09511 . Follow manufacturer’s recommendations for installation. Section 09912 .2. Basis-of-Design Product: Subject to compliance with requirements." 4.8. ¼” Thickness" b) Section 3. Color: White" (iv) "C. Overall Demolition Plan per attached Sketch 001/A2. WR Meadows Liqui-hard or approved equal that meets LEED requirements. Specifications." 5. Specifications.Modus Architecture Addendum No. item D. add item: "F. Floor Coatings. Specifications. Specifications. Installation Materials. add the following "2.Interior Painting a) Section 2. Halex Underlayment.
1. add the following to the end of the paragraph: "Utilize Conspec Orange De-Greaser or other approved product that meets LEED requirements." (iii) "B. Preparation. 5 – Boise City Hall West
h) Add to Section 3.Interior Panic Auditorium." b) Section 3. Set 34 . Specifications.
. Sheet A2. Overall Demolition Plan a) Update Detail 1. Screw Halex Underlayment to Access Flooring prior to linoleum installation. or approved equal that meets LEED requirements. add item: "D. add to item B: "2.3.5. Interior Painting Schedule. Section 10427 . item A.Dimensional Letters a) Add the attached 3-page Section in its entirety.4 in its entirety to read: (i) "2.
Modus Architecture Addendum No. 5 – Boise City Hall West
2. Architectural, Sheet A5.1, Wall Sections & Details a) Replace Detail 3 with attached Detail 3, Wall Base Detail, Sketch 001/A5.1 marked AD-5. b) Replace Detail 4 with attached Detail 4, Fire-Rated Wall Base Detail, Sketch 002/A5.1 marked AD-5. 3. Architectural, Sheet A7.0, Door Schedule, Types & Details a) Modify Door Schedule as follows: (i) Change Door #107A, HDWR GRP to "33". (ii) Change Door #108A, HDWR GRP to "26". (iii) Change Door #109A, #114A, #141A, #142A, #144A, #130A, #131A, #150A, #151A, #173A, #176A, #180A, #184A, #202A, #215A, #216A, #217A, #233A, #234A, #249A, #250A, and #257A, HDWR GRP to "25". (iv) Change Door #115A, HDWR GRP to "34". (v) Change Door #115D, HDWR GRP to "by Mfr". (vi) Change Door #117A, HDWR GRP to "25". (vii)Change Door #130B, DOOR TYPE to "A". (viii) Add to Door #147A, REMARKS, "P". (ix) Change Door #180A, DOOR TYPE to "B". (x) Change Door #212B, HDWR GRP to "12". (xi) Change Door #220A, HDWR GRP to "11". (xii) Change Door #240A, DOOR TYPE to "B". b) Add to Door Schedule Remarks "P = Reprogram existing cipher lock per Owner requirements." 4. Architectural, Sheet A9.0, Interior Elevations a) Detail 3, Womens Bathroom Interior Elevations, modify tile pattern: T-3 and T-4 are to be 12” x 12” instead of 8” x 8”. Provide two rows of T-5 in lieu of 3 rows of T-3 and T-4. b) Detail 5, Mens Bathroom Interior Elevations, modify tile pattern: T-3 and T-4 are to be 12” x 12” instead of 8” x 8”. Provide two rows of T-5 in lieu of 3 rows of T-3 and T-4. 5. Architectural, Sheet A9.3, Interior Elevations a) Update Detail 1, Main Reception Counter - Interior Elevation per attached Sketch 001/A9.3. b) Update Detail 2, Lobby - Interior Elevation per attached Sketch 001/A9.3. c) Add Details 6 - Patrol Briefing 213 (West) Graphic, 7 - Patrol Briefing 213 (East) Graphics, 8 - Training Workout 232B (East) Graphics, 9 - Training Workout 232B (West) Graphics, 10 - Training Workout 232B (Partial North) Graphics, 11 - Training Workout 232B (South) Graphics, 12 - Community Lounge 163 (South) Graphics, 13 Reception Area 139 (South) Graphics, 14 - Patrol Conf. 214 (East) Graphics and 15 Conf. Room 204 (South) Graphics, in their entirety, per attached Sketches, 002, 003, 004, 005, and 006/A9.3.
6. Interior Design, Sheet ID1.1, Finish Schedule a) Add the following notes to Sheet “Notes” : (i) "13. Provide epoxy paint in restrooms 105, 106, 153, 154, 224 and 226." (ii) "14. Prepare existing concrete floors for new flooring by removing glues and any grease with specified de-greaser." b) Modify Room Finish Legend, tile type T-3 to read “Same as T-5”. c) Modify Room Finish Legend, tile type T-4 to read “Same as T-5”. 7. Interior Design, Sheet ID1.2, Finish Plan a) Replace General Note 8. with the following: "8. Contractor to coordinate existing window coverings with new work. Remove window coverings only where new walls intersect existing exterior windows or where existing window coverings inhibit the work at exterior windows and doors, (reconfigured and new.) Window coverings that remain are to be cleaned. Include removed blinds in material diversion program. Follow required process and provide necessary documentation. New window coverings are not part of this scope of work." 8. Mechanical, Sheet M1.1, Area "A" HVAC Plan a) Update Detail 1, Area "A" HVAC Plan per attached Sketch MSK-1.1. 9. Mechanical, Sheet M1.3, Area "C" HVAC Plan a) Update Detail 1, Area "C" HVAC Plan per attached Sketch MSK-1.3A. 10. Mechanical, Sheet M1.4, Area "D" HVAC Plan a) Update Detail 1, Area "D" HVAC Plan per attached Sketch MSK-1.4C. 11. Mechanical, Sheet M2.2, HVAC Details a) Add Detail, Combination Fire and Smoke Damper Detail, per Sketch MSK-2.2. 12. Electrical, General Clarification a) Reference Panel Schedule Sheets E0.2, E0.3 and E0.4: Division 16 contractor shall field verify all existing circuits and update all panel schedules accordingly with appropriate device or equipment being served by each circuit. 13. Electrical, Sheet E1.5, Area "A" Electrical Demolition Plan - Power a) Add General Note "3. EXISTING WALL MOUNTED CLOCKS SHALL BE REMOVED WHERE REQUIRED. MAINTAIN POWER TO ALL DOWNSTREAM DEVICES TO REMAIN. RE: A2.0 FOR ADDITIONAL REQUIREMENTS." 14. Electrical, Sheet E1.6, Area "B" Electrical Demolition Plan - Power a) Add General Note "3. EXISTING WALL MOUNTED CLOCKS SHALL BE REMOVED WHERE REQUIRED. MAINTAIN POWER TO ALL DOWNSTREAM DEVICES TO REMAIN. RE: A2.0 FOR ADDITIONAL REQUIREMENTS."
15. Electrical, Sheet E1.7, Area "C" Electrical Demolition Plan - Power a) Add General Note "3. EXISTING WALL MOUNTED CLOCKS SHALL BE REMOVED WHERE REQUIRED. MAINTAIN POWER TO ALL DOWNSTREAM DEVICES TO REMAIN. RE: A2.0 FOR ADDITIONAL REQUIREMENTS." 16. Electrical, Sheet E1.8, Area "D" Electrical Demolition Plan - Power a) Add General Note "3. EXISTING WALL MOUNTED CLOCKS SHALL BE REMOVED WHERE REQUIRED. MAINTAIN POWER TO ALL DOWNSTREAM DEVICES TO REMAIN. RE: A2.0 FOR ADDITIONAL REQUIREMENTS." 17. Electrical, Sheet E2.1, Area "A" Lighting Plan a) Update Detail 1, Area "A" Lighting Plan to add exit sign symbol at exterior door right of gridline B, per attached Sketch ESK-32. 18. Electrical, Sheet E2.2, Area "B" Lighting Plan a) Update Detail 1, Area "B" Lighting Plan to add exit sign to each exit from Existing Training rooms 160 and 161, per attached Sketch ESK-33. 19. Electrical, Sheet E2.4, Area "D" Lighting Plan a) Clarification, Detail 1, Area "D" Lighting Plan, see attached Sketches ESK-34 and ESK-35 for clarification at the match line area, which separates area D from areas B and C.
END OF ADDENDUM NO. 5
Interior vinyl.1 A. SUBMITTALS Shop Drawings: Submit shop drawings showing layout. submit coordinated elevations showing location of each graphic.
1. 07-110.City of Boise
Modus Architecture Project No. Regulatory Requirements: Products shall meet requirements of the Americans With Disabilities Act Accessibility Guidelines (ADAAG) and local amendments and modifications. digitally cut letters of pressure sensitive.
1. s 1. fonts.
B.) Provide sample of printed vinyl color for architect’ approval. and the Drawings are collectively applicable to this Section. Section Includes 1.3 A.
SUMMARY Related Documents: Provisions established within the General and Supplementary Conditions of the Contract. Installer: Installation shall be performed by installer specialized and experienced in work similar to that required for this project. B. 1. s Installation: Submit supplier’ installation instructions. (Color samples will be provided upon s request.
10427-1
SECTION 10427 . including dimensions scheduled for each graphic quote.4 A.
1.DIMENSIONAL LETTERS
1.General Requirements. Division 1 . AND HANDLING Comply with requirements of Division 1.2 A. including precautions against harmful cleaning materials and methods.
C. Samples: Match architect’ color samples for each quote. Comply with manufacturer's ordering instructions and lead time requirements to avoid construction delays. Submit operation and maintenance data for installed products. adhesive applied.
QUALITY ASSURANCE Supplier: Obtain all products in this section from a single supplier. STORAGE.
3. Sue Cook Design. each quote may be a different color. 2. color.PRODUCTS
Modus Architecture Project No. 4. finish.
B.2 A. and details of construction. Handle products in accordance with manufacturer's instructions. Letterstyle: As per drawings Height: As indicated on drawings (upper case height is indicated). sizes.
B. Inc. 1. dimensions. Alert Architect of any wall finish imperfections that may not allow the graphics to adhere properly. B. Comply with requirements indicated for design.
VINYL LETTERS FOR QUOTES Acceptable Manufacturers/Installers 1.) Graphics Material: Printed vinyl film. Color: printed vinyl to match architects’ samples. 2.
Acceptable Product: Digitally cut printed vinyl to match architect’ samples. s (All letters in each quote will be the same color.
10427-2
.5 A. no PVC content Fabricated Letter: 1. Create signage to required sizes and layout. 07-110. finishes.City of Boise 2. Manufacturer's Warranty: Submit manufacturer's standard warranty document executed by authorized company official. colors. 3. and other harmful conditions as recommended by supplier. no PVC content s Mounting Method: Pressure sensitive adhesive. and details of construction. eggshell finish. thicknesses.01
Store products protected from weather.
C. shapes.1 A.
FABRICATION –GENERAL General: Comply with requirements indicated for materials. temperature.
PART 2 . designs.
WARRANTY Project Warranty: Comply with requirements of Division 1. D. (208-344-5809) Or approved equal: Submit in accordance with Section 01600.
Scheduling of installation by Owner or it’ representative implies that substrate and conditions s are prepared and ready for product installation.
B. SIGN SCHEDULE Schedule: Refer to Drawings for sign text copy. D. Remove construction s s debris from project in accordance with provisions in Division 1. Remove temporary coverings and protection to adjacent work areas. 07-110.
3.4 A. and at heights indicated.
EXAMINATION Site Verification of Conditions: Verify installation conditions previously established under other sections are acceptable for product installation in accordance with manufacturer's instructions. INSTALLATION Install product in accordance with supplier’ instructions. CLEANING. C. PROTECTION.
END OF SECTION 10427
10427-3
C. 3.1 A.2 A. AND REPAIR Repair scratches and other damage which might have occurred during installation.City of Boise PART 3 –EXECUTION
Modus Architecture Project No. s Install product level. Proceeding with installation implies installer’ s acceptance of substrate and conditions. plumb. Install product at heights to conform to Americans with Disabilities Act Accessibility Guidelines (ADAAG) and applicable local amendments and regulations.3 A.01
3. Replace components where repairs were made but are still visible to the unaided eye from a distance of 10 feet. Clean installed products in accordance with manufacturer’ instructions prior to Owner’ acceptance.
TRENCHING 15190-1
. Locate existing underground utilities in areas of excavation work.1 RELATED DOCUMENTS: A.City of Boise
Modus Architecture Project No.2 SUMMARY: A. provide adequate means of support and protection during earthwork operations. Do not interrupt existing utilities serving facilities occupied by Owner or others. Cooperate with Owner.TRENCHING PART 1 .01
SECTION 15190 . 3. Earthwork shall comply with the 1999 Idaho Standards for Public Works Construction (ISPWC) 1. Contractor shall consult with owner and utility companies in locating existing buried lines. Engineer. Should unexpected utilities be encountered during excavation. C. Use of Explosives: Use of explosives is not permitted. Contractor shall repair damaged utilities to satisfaction of Owner. 2. and utility owner. Contractor shall be responsible to locate all existing buried utilities and protect all utilities from damage.GENERAL 1. Excavating and backfilling for underground mechanical systems. If utilities are indicated to remain in place. 1. This Section includes the following: 1. 07-110. Drawings and general provisions of the Contract. and receive written notice to proceed before interrupting any utility. consult utility owner and engineer immediately for directions.3 QUALITY ASSURANCE: A. engineer. except when permitted in writing by Architect and then only after acceptable temporary utility services have been provided. 1. during occupied hours. and utility companies in keeping respective services and facilities in operation.
B. 1. including General and Supplementary Conditions and other Division-1 Specification Sections. 1. apply to this Section.4 PROJECT CONDITIONS: A. Existing Utilities: Contractor shall verify all utility locations prior to beginning construction. Provide minimum of 48-hour notice to Engineer. a. Operate warning lights as recommended by authorities having jurisdiction. Protection of Persons and Property: Barricade open excavations occurring as part of this work and post with warning lights.
SW. Subbase Material: Naturally or artificially graded mixture of natural or crushed gravel. and requirements of agencies having jurisdiction. Drainage Fill: Washed. debris.01
2. Extend shoring and bracing as excavation progresses. Protect root systems from damage or dryout to the greatest extent possible. such as sheet piling. GM. and cross braces. CL.1 EXCAVATION: A. waste. ordinances. crushed slag. regardless of character of materials and obstructions encountered. ML. Shore and brace where sloping is not possible because of space restrictions or stability of material excavated. OH. Satisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GW. undermining. 3. crushed stone. 07-110. Maintain moist condition for root system and cover exposed roots with moistened burlap. and natural or crushed sand.1 SOIL MATERIALS: A. and SP. Shoring and Bracing: Provide materials for shoring and bracing. utilities. Perform excavation by hand within dripline of large trees to remain. and other hazards created by earthwork operations. with 100 percent passing a 1 ½ inch sleeve and not more than 5 percent passing a No.City of Boise
Modus Architecture Project No. washout. SC. C. SM. 3. Protect structures. PART 2 –PRODUCTS 2. B. evenly graded mixture of crushed stone. or crushed or uncrushed gravel. in good serviceable condition. B. and other facilities from damage caused by settlement. GP. Maintain sides and slopes of excavations in safe condition until completion of backfilling. pavements. General: Comply with local codes. vegetation and other deleterious matter. D. and requirements of agencies having jurisdiction. PT and other classifications not specifically classified as satisfactory. E. lateral movement. Slope sides of excavations to comply with local codes. Excavation is unclassified and includes excavation to subgrade elevations indicated. uprights. TRENCHING 15190-2
. rock or gravel larger than 2 inches in any dimension. Unsatisfactory soil materials are defined as those complying with ASTM D2487 soil classification groups GC. frozen materials. Backfill and Fill Materials: Satisfactory soil materials free of clay. 4 sieve. C. CH. stringers. Maintain shoring and bracing in excavations regardless of time period excavations will be open. PART 3 –EXECUTION 3. MH. ordinances. sidewalks.2 STABILITY OF EXCAVATIONS: A.
B.7 BACKFILL AND FILL: A. well points. Protect excavation bottoms against freezing when atmospheric temperature is less than 35 degrees F. using materials specified in Part 2 of this Section. Prevent surface water and subsurface or ground water from flowing into excavations and from flooding project site and surrounding area. 2. Do not use trench excavations as temporary drainage ditches. 1. Place. carry excavation 6 inches below required elevation and backfill with a 6-inch layer of crushed stone or gravel prior to installation of pipe. 3. For pipes less than 6 inches in nominal size do not excavate beyond indicated depths. Locate and retain soil materials away from edge of excavations. Do not allow water to accumulate in excavations.01
1.5 TRENCH EXCAVATION FOR PIPES: A. sumps. Where rock is encountered. Remove water to prevent softening of foundation bottoms. for each area classification listed below.3 DEWATERING: A. Excavate trenches to uniform width. Any shoring or bracing required on the project shall require a shoring design by a licensed engineer qualified to do such work. Dispose of excess excavated soil material and materials not acceptable for use as backfill or fill off the project site and in a legal manner.City of Boise
Modus Architecture Project No. 3. suction and discharge lines. General: Place soil material in layers to required subgrade elevations. and other dewatering system components necessary to convey water away from excavations. Establish and maintain temporary drainage ditches and other diversions outside excavation limits to convey rain water and water removed from excavations to collecting or runoff areas. 2. undercutting footings. Stockpile excavated materials acceptable for backfill and fill where directed. 3. 07-110.4 STORAGE OF EXCAVATED MATERIALS: A. 1. grade and shape stockpiles for proper drainage. 3. excavate trenches to allow installation of top of pipe below frost line. 2. Provide and maintain pumps. 3. Do not store within drip line of trees indicated to remain. and soil changes detrimental to stability of subgrades and foundations. Excavate trenches to depth indicated or required to establish indicated slope and invert elevations and to support bottom of pipe on undisturbed soil. TRENCHING 15190-3
. Beyond building perimeter. sufficiently wide to provide ample working room and a minimum of 9 to 12 inches of clearance on both sides of pipe. Handexcavate bottom cut to accurate elevations and support pipe on undisturbed soil. 1.6 COLD WEATHER PROTECTION: A.
piping to approximately same elevation in each lift. 07-110. After installation and testing of piping. provide minimum 4-inch-thick encasement (sides and top) of concrete prior to backfilling or placement of roadway subbase. Control soil and fill compaction. Inspection. or contain frost or ice. or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill material will bond with existing surface. obstructions. B. 5. TRENCHING 15190-4
. 3. Place backfill and fill materials evenly adjacent to structures. D. use subbase materials where required over rock bearing surface and for correction of unauthorized excavation. Percentage of Maximum Density Requirements: Compact soil to not less than the following percentages of maximum density. Plow strip. but not until completion of the following: 1. moisten or aerate each layer as necessary to provide optimum moisture content. Before compaction. Permanent or temporary horizontal bracing is in place on horizontally supported walls. unsatisfactory soil materials. Provide 4-inch-thick concrete base slab support for piping less than 2’ below surface of -6” roadways. building slabs and steps. in accordance with ASTM D 1557: a. compact top 12 inches of subgrade and each layer of backfill or fill material at 95 percent maximum density. 2. Under piping and equipment. 1. Compact each layer to required percentage of maximum dry density or relative dry density for each area classification. 4. Under steps. C. frozen. debris. testing. Backfill excavations as promptly as work permits. Place backfill and fill materials in layers not more than 4 inches in loose depth for material compacted by hand-operated tampers. providing minimum percentage of density specified for each are classification indicated below.01
Modus Architecture Project No. use drainage fill material. Ground Surface Preparation: Remove vegetation. E. Prevent wedging action of backfill against structures or displacement of piping or conduit by carrying material uniformly around structure. piping. and recording locations of underground utilities have been performed and recorded. 3. and deleterious materials from ground surface prior to placement of fills. and pavements. Shape rock bearing surface and for correction of unauthorized excavation. Under structures. 3. approval. 2.8 PLACEMENT AND COMPACTION: A. Removal of trash and debris from excavation. Backfill trenches with concrete where trench excavations pass within 18 inches of column or wall fittings and that are carried below bottom of such footings or that pass under wall footings. use subbase material. Place concrete to level of bottom of adjacent footing. or conduit to required elevations. Correct improperly compacted areas or lifts as directed by Engineer if soil density tests indicate inadequate compaction. Shape excavation bottom to fit bottom 90 degrees of cylinder. Do not place backfill or fill material on surfaces that are muddy. B. Under building slabs.
2. remove surface (pavement. compact with uniform levels or slopes between points where elevations are indicated or between such points and existing grades. soil material that is too wet to permit compaction to specified density. 3.10 MAINTENANCE: A. Apply water in minimum quantity as necessary to prevent free water from appearing on surface during or subsequent to compaction operations. or other finish). 3. Remove and replace. Assist drying by discing. harrowing. and eliminate evidence of restoration to greatest extent possible. b. or other finish).9 GRADING: A. 3. and rutted areas. curb.
END OF SECTION 15190
. or pulverizing until moisture content is reduced to a satisfactory value. Compaction: After grading. General: Uniformly grade areas within limits of grading under this section. Smooth finished surface within specified tolerances. Remove excess excavated material. 07-110.11 DISPOSAL OF EXCESS AND WASTE MATERIALS: A. lawn. and replace surface treatment (pavement. curb. lawn. and waste materials and dispose of it off Owner’ s property. uniformly apply water to surface of subgrade or layer of soil material. including unacceptable excavated s material. B. including adjacent transition areas. compact. trash. add backfill material. Repair and reestablish grades in settled.City of Boise
Modus Architecture Project No. s 1. B. Stockpile or spread soil material that has been removed because it is too wet to permit compaction. Removal from Owner’ Property: Remove waste materials. quality. and dispose of it off Owner’ property. debris. Moisture Control: Where subgrade or layer of soil material must be moisture conditioned before compaction. or scarify and air dry. compact subgrade surfaces to the depth and indicated percentage of maximum or relative density for each area classification. trash. and condition of surface or finish to match adjacent work. and debris. a. Restore appearance. Settling: Where settling is measurable or observable at excavated areas during general project warranty period. eroded.
gomodus.
Project No: 07110. Boise.com
This document is the property of Modus Architecture and is not to be duplicated without written authorization.519 Front St.01 Date: 07-8-08 File:07110A20ad5.dwg Sketch Number:
A2. ID 83702 T: 208-331-3200 F: 208-331-3244 www.0
01 Date: 07-8-08 File: 07110A50ad.gomodus. ID 83702 T: 208-331-3200 F: 208-331-3244 www.519 Front St. Boise.
3 WALL BASE DETAIL
Project No: 07110.com
Boise. ID 83702 T: 208-331-3200 F: 208-331-3244 www.1
.01 Date: 07-8-08 File: 07110A50ad.
4 FIRE-RATED WALL BASE DETAIL
A5.gomodus.519 Front St.
LOBBY .01 Date: 07-8-08 File: 00000 A0.519 Front St.dwg Sketch Number:
A 9.INTERIOR ELEVATION
1 MAIN RECEPTION COUNTER .com
This document is the property of Modus Architecture and is not to be duplicated without written authorization.3
. ID 83702 T: 208-331-3200 F: 208-331-3244 www.0. Boise.INTERIOR ELEVATION
Project No: 07110.gomodus.
The only thing necessary for evil to prevail is for good men to do nothing. ID 83702 T: 208-331-3200 F: 208-331-3244 www.3
Project No: 07110.0.dwg Sketch Number:
7 PATROL BRIEFING 213 (EAST) GRAPHICS
This document is the property of Modus Architecture and is not to be duplicated without written authorization.gomodus.com
PATROL BRIEFING 213 (WEST) GRAPHICS
519 Front St. Boise.01 Date: 07-8-08 File: 00000 A0. we all win together.
TRAINING WORKOUT 232B (EAST) GRAPHICS
The will to win is important.The man on top of the mountain did not get there on accident! --unknown
This document is the property of Modus Architecture and is not to be duplicated without written authorization. the will to prepare is essential.01 Date: 07-8-08 File: 00000 A0.dwg Sketch Number:
9 TRAINING WORKOUT 232B (WEST) GRAPHICS
A 9. Boise.
Project No: 07110.gomodus.Train hard.com
TRAINING WORKOUT 232B (PARTIAL NORTH) GRAPHICS
This document is the property of Modus Architecture and is not to be duplicated without written authorization. ID 83702 T: 208-331-3200 F: 208-331-3244 www. Boise.0.dwg Sketch Number:
11 TRAINING WORKOUT 232B (SOUTH) GRAPHICS
.01 Date: 07-8-08 File: 00000 A0. fight easy.
13 RECEPTION AREA 139 (SOUTH) GRAPHICS
. --George Orwell
Change your thoughts and you change the world. --Edmund Burke
We sleep safe in our beds because rough men stand ready in the night to visit violence on those who would do us harm. . Boise.Norman
--Frank Brannigan
Project No: 07110.
COMMUNITY LOUNGE 163 (SOUTH) GRAPHICS
No fire fighter ever died in a fire that was prevented. ID 83702 T: 208-331-3200 F: 208-331-3244 www.All that is necessary for the triumph of eveil is that good men do nothing.0.01 Date: 07-8-08 File: 00000 A0.
ID 83702 T: 208-331-3200 F: 208-331-3244 www.0.01 Date: 07-8-08 File: 00000 A0. --DC Tim Rosenvall
. 204 (SOUTH) GRAPHICS
A 9.One man with courage makes a majority
519 Front St.gomodus.dwg Sketch Number:
15 CONF. 214 (EAST) GRAPHICS
The day is simply fraught with opportunities.
PATROL CONF.com
This document is the property of Modus Architecture and is not to be duplicated without written authorization. RM. Boise.
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