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11576 south state street suite 103b • draper, utah 84020 • ph 801.553.8272 • fax 801.553.8273
ADDENDUM NO. 02
This Addendum forms a part of the contract documents and modifies the original Bidding Documents and/or prior Addenda as noted below. All conditions, requirements, materials and workmanship are to be described in the Contract Documents unless specifically stated otherwise. Acknowledge receipt of this addendum on the Bid Form. Failure to do so may subject the Bidder to disqualification.
DATE: April 5, 2018 TO: Invited Bidders PROJECT: Evanston 3, 6, &
Evanston WY Stake 721 West Cheyenne Drive, Evanston, Wyoming PN: 501092517010101
I – CHANGES TO PRIOR ADDENDA NONE II – CHANGES TO BIDDING REQUIREMENTS NONE III – CHANGES TO CONDITIONS OF THE CONTRACT NONE IV – CHANGES TO SPECIFICATIONS
ITEM IV-1 21 1313 WET-PIPE SPRINKLER SYSTEMS Specification section has been modified to eliminate the supply from the Fire Pump.
ITEM IV-2 21 3000 FIRE PUMP
Remove section 213000 Fire Pump from the contract documents. The fire pump is no longer needed.
V – CHANGES TO DRAWINGS
ITEM V-1 FS101 UTILITY PLAN Revised point of connection of the 6” fire line.
ITEM V-2 A101 MAIN FLOOR PLAN A102 ARCHITECTURAL SLAB PLAN A103 MAIN FLOOR DIMENSION PLAN A151 REFLECTED CEILING PLAN
1. Revise Material Center 153 by adding framing around the return air duct. 2. Changed Fire Riser 111 as follows:
a. Reduced room size. b. Removed door 111A. c. Added (1) window type A in Room 110.
ITEM V-3 FS101 MAIN LEVEL FIRE SPRINKLER PLAN
Included revised FS101 in the Contract Documents. Eliminated the fire pump.
Page 2 of 2
ITEM V-3 FS501 FIRE SPRINKLER RISER AND DETAILS Include revised sheet FS50 in the Contract Documents. Modified the base of the system riser to include underground supply from the street and have eliminated the tee at the base of the riser for the culinary supply.
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SECTION 21 1313
WET-PIPE SPRINKLER SYSTEMS
PART 1 - GENERAL
1.1 SUMMARY
A. Includes But Not Limited To: 1. Furnish and install complete wet-pipe fire sprinkler system as specified in Contract Documents. 2. Furnish and install Firestop Penetration Systems for fire sprinkler system penetrations as
described in Contract Documents. 3. Install sealant at all dry sprinkler penetrations and all pipe penetrations through fire rated walls.
B. Related Requirements: 1. Section 07 8400: Quality of Penetration Firestop Systems to be used on Project and submittal
requirements. 2. Section 21 3000: Fire Pumps 3.2. Section 28 3101: Fire Detection and Alarm Annunciation Panels including connection of tamper
switches and flow detectors to alarm system and furnishing and installing of low temperature switch.
4.3. Section 33 1119: Fire Suppression Utility Water Distribution Piping.
1.2 REFERENCES
A. Association Publications: 1. Underwriters Laboratories, Inc.:
a. UL Directory B, 'Fire Protection Equipment Directory' (2011).
B. Reference Standards: 1. American National Standards Institute / American Society of Mechanical Engineers:
a. ANSI/ASME B1.20.1-1983(R2006), ‘Pipe Threads, General Purpose (Inch)’. b. ANSI/ASME B16.1-2010, ‘Cast Iron Pipe Flanges and Flanged Fittings’. c. ANSI/ASME B16.3-2011, ‘Malleable Iron Threaded Fittings: Classes 150 and 300’. d. ANSI/ASME B16.4-2011, ‘Gray Iron Threaded Fittings, Classes 125 and 250’. e. ANSI/ASME B16.5-2009, ‘Pipe Flanges and Flanged Fittings’.
2. American National Standards Institute / American Water Works Association: a. ANSI/AWWA C606-11, ‘Grooved and Shouldered Joints’.
3. American National Standards Institute / American Welding Society: a. ANSI/AWA B2.1/B2.1M-2009, ‘Specification for Welding Procedure and Performance
Qualification’. 4. ASTM International:
a. ASTM A53/A53M-12, ‘Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless’
b. ASTM A135/A135M-09, ‘Standard Specification for Electric-Resistance-Welded Steel Pipe’. c. ASTM A234/A234M-11a, ‘Standard Specification for Piping Fittings of Wrought Carbon Steel
and Alloy Steel for Moderate and High Temperature Service’. d. ASTM A395/A395M-99(2009), ‘Standard Specification for Ferritic Ductile Iron Pressure-
Retaining Castings for Use at Elevated Temperatures’. e. ASTM A536-84(2009), ‘Standard Specification for Ductile Iron Castings’. f. ASTM A795/A795M-08, ‘Standard Specification for Black and Hot-Dipped Zinc-Coated
(Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use’. 5. National Fire Protection Association / American National Standards Institute:
a. NFPA 13: ‘Standard for the Installation of Sprinkler Systems’, (2013 Edition). b. NFPA 24: ‘Installation of Private Fire Service Mains and their Appurtenances’, (2013
Edition).
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c. NFPA 25: ‘Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems’, (2014 Edition).
d. NFPA 101: ‘Life Safety Code’, (2012 Edition).
1.3 SUBMITTALS
A. Action Submittals: 1. Shop Drawings:
a. Size sprinkler system by one of following methods: 1) Hydraulic calculation design method based on water supply evaluation performed at
building site. b. On submittals, refer to sprinkler heads by sprinkler identification or model number published
in appropriate agency listing or approval. Trade names and other abbreviated designations are not acceptable.
c. Submittal Procedure: 1) After award of Contract and before purchase of equipment, submit seven sets of shop
drawings with specifications and hydraulic calculations to Architect and two sets to local jurisdiction having authority for fire prevention for review. If pipe schedule method is used, submit copies of schedules in NFPA 13 used in sizing pipe.
2) After integrating Architect's and AHJ's comments into drawings, licensed certified fire protection engineer of record who designed fire protection system shall stamp, sign, and date each sheet of shop drawings and first page of specifications and calculations.
3) Submit stamped documents to Owner and to AHJ for fire prevention for final approval. 4) After final approval, submit four copies of approved stamped documents to Architect. 5) Failure of system to meet requirements of authority having jurisdiction and/or approved
stamped construction documents shall be corrected at no additional cost to Owner.
B. Informational Submittals: 1. Qualification Statement:
a. Licensed fire protection engineer or fire protection system designer: 1) Licensed for area of Project. 2) Certified by NICET to level three minimum. 3) Provide Qualification documentation if requested by Architect or Owner.
b. Installer: 1) Provide Qualification documentation if requested by Architect or Owner.
C. Closeout Submittals: 1. Include following in Operations And Maintenance Manual specified in Section 01 7800:
a. Operations and Maintenance Data: 1) Maintenance and instructions.
a) List of system components used indicating name and model of each item. b) Manufacturer's maintenance instructions for each component installed in Project. c) Instructions shall include installation instructions, parts numbers and lists,
operation instructions of equipment, and maintenance and lubrication instructions. b. Warranty Documentation:
1) Include copies of required warranties. c. Record Documentation:
1) Include copies of approved shop drawings. 2) Provide master index showing items included. 3) Provide name, address, and phone number of Architect, Architect's Fire Sprinkler
Consultant, General Contractor, and Fire Protection subcontractor. 4) Provide operating instructions to include:
a) General description of fire protection system. b) Step by step procedure to follow for shutting down system or putting system into
operation. 5) Provide copy of system’s above ground and below ground hydrostatic tests. Provide
separate copies for Architect and Owner. 6) Provide copy of ‘Contractor’s Material and Testing Certificate for Above Ground Piping’
NFPA 13, Figure 24.1 (2010 edition).
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2. Inspection: a. Provide Owner with latest version of NFPA 25.
D. Maintenance Material Submittals; 1. Extra Stock Materials:
a. Spare sprinkler heads in the quantity recommended by NFPA 13 selected in representative proportion to quantity used in Project and in accordance with NFPA 13 (Six (6) spare sprinkler heads minimum). Do not include dry barrel Pendent and dry barrel Sidewall sprinkler heads.
b. Provide spare heads in cabinet with sprinkler head wrench for each type of head used. After approval of cabinet and contents, mount cabinet in convenient location in Riser Room.
1.4 QUALITY ASSURANCE
A. Requirements of Regulatory Agencies: 1. Unless noted otherwise, system shall conform to:
a. NFPA 13, 'Light & Ordinary Hazard Occupancies’. b. NFPA 24, 'Service Mains and Their Appurtenances, Private’. c. NFPA 25, ‘Inspection, Testing, and Maintenance. d. NFPA 101, 'Life Safety Code’. e. Requirements of local water department and local authority having jurisdiction for fire
protection. f. Underwriters Laboratories Publication, UL Directory B, 'Fire Protection Equipment Directory',
current edition at time of Pre-Bid Meeting. g. Comply with backflow prevention requirements and, if required, include device in hydraulic
calculations. h. Applicable rules, regulations, laws, and ordinances.
B. Qualifications: 1. Licensed fire protection engineer or fire protection system designer certified by NICET to level
three minimum and engaged in design of fire protection systems. Engineer / designer shall: a. Licensed for area of Project. b. Minimum five (5) years experience in fire protection system installations. c. Minimum five (5) satisfactorily completed installations in past three (3) years of projects
similar in size, scope, and complexity required for this project before bidding. d. Be responsible for overseeing preparation of shop drawings, hydraulic calculations where
applicable, and system installation. e. Make complete inspection of installation. f. Provide corrected record drawings to Owner with letter of acceptance. g. Certify that installation is in accordance with Contract Documents. h. Upon request, submit documentation.
2. Installer: a. Licensed for area of Project. b. Minimum five (5) years experience in fire protection system installations. c. Minimum five (5) satisfactorily completed installations in past three (3) years of projects
similar in size, scope, and complexity required for this project before bidding. d. Upon request, submit documentation.
PART 2 - PRODUCTS
2.1 SYSTEM
A. Manufacturers: 1. Manufacturer Contact List:
a. Croker Corp, Elmsford, NY www.croker.com. b. Gruvlock by Anvil International, Portsmouth, NH www.anvilintl.com.
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c. HO Trerice Company, Oak Park, MI www.hotco.com. d. Kennedy Valve, Elmira, NY www.kennedyvalve.com. e. Milwaukee Valve Co, New Berlin, WI www.milwaukeevalve.com. f. Mueller Company, Decatur, IL www.muellerflo.com. g. Nibco Inc, Elkhart, IN www.nibco.com. h. Noble Company, Grand Haven MI www.noblecompany.com. i. Notifier by Honeywell, Northford, CT www.notifier.com. j. Potter Electric Signal Company, St. Louis, MO www.pottersignal.com. k. Potter-Roemer, Cerritos, CA www.potterroemer.com. l. Reliable Automatic Sprinkler Co, Mount Vernon, NY www.reliablesprinkler.com. m. System Sensor, St Charles, IL www.systemsensor.com. n. TYCO Fire & Building Products, Lansdale, PA www.tyco-fire.com. o. Victualic Company of America, Easton, PA or Victualic Company of Canada, Rexdale, ON
www.victaulic.com. p. Viking Corp, Hastings, MI www.vikingcorp.com.
B. Description: 1. Automatic wet-pipe fire sprinkler system starting at flange in Fire Riser Room and extending
throughout heated portions of building. 2. Dry sprinkler heads shall be installed in Vestibules.
C. Performance: 1. Design Criteria:
a. Area of Application and Corresponding Design Density: 1) Serving Area and Mechanical, Electrical, and Janitorial Areas:
a) Ordinary Hazard Group 1. b) Design density = 0.15 gpm per sq ft over 1,500 sq ft
2) Storage Areas: a) Ordinary Hazard Group 2. b) Design density = 0.20 gpm per sq ft over 1,500 sq ft
3) All Other Areas: a) Light Hazard. b) Design density = 0.10 gpm per sq ft over 1,500 sq ft
4) Increase remote areas by 30 percent where ceiling / roof is sloped more than 2 inches per ft.
5) Remote areas may be reduced within parameters indicated in NFPA 13 for use of quick response sprinklers throughout.
b. Maximum Coverage per Sprinkler Head: 1) Ordinary Hazard Areas: 130 sq ft 2) Attic Areas: 120 sq ft 3) Light Hazard Areas: 225 sq ft
c. Design Area shall be hydraulically most remote area in accordance with NFPA 13. 1) Provide a 10% safety allowance under adjusted water flow supply curve. 2) Calculate all losses from the remote area to the water supply connection in the street. 2)3) The hydraulic design pressure shall not exceed 100 psi regardless of the available
pressure. d. Maximum velocity of water flow within piping: 20 feet per sec.
D. Components: 1. General: Use only domestically manufactured cast iron pipe fittings, valves, sprinkler heads, and
other components. a. Pipe of foreign manufacture that meets ASTM Standards is acceptable. b. Ductile iron fittings of foreign manufacture are acceptable.
2. Pipe: a. Schedule 40 Welded Steel:
1) Exterior, Above Ground: Schedule 40 hot-dip galvanized welded steel meeting requirements of ASTM A53/A53M, ASTM A135/A135M or ASTM A795/A795M.
2) Interior, Above Ground: Schedule 40 black welded steel meeting requirements of ASTM A53/A53M, ASTM A135/A135M or ASTM A795/A795M.
3) Connections:
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a) 2 inches And Smaller: Screwed, flanged, or roll grooved coupling system. b) 2-1/2 inches And Larger: Flanged or roll grooved coupling system.
3. Fittings: a. Usage:
1) 2 inches And Smaller: Welded, screwed, flanged, or roll grooved coupling system. For use with schedule 40 carbon steel pipe.
2) 2-1/2 inches And Larger: Welded, flanged, or roll grooved coupling system. b. Types And Quality:
1) Screwed: a) Cast iron meeting requirements of ANSI B16.4 or ductile iron meeting
requirements of ANSI B16.3 and ASTM A536, Grade 65-45-12. b) Threaded fittings and pipe shall have threads cut to ANSI B1.20.1. c) Do not extend pipe into fittings to reduce waterway. d) Ream pipe after cutting to remove burrs and fins.
2) Flanged: Steel meeting requirements of ANSI B16.5. 3) Welded:
a) Carbon steel meeting requirements of ASTM A234/A234M. b) Weld pipe using methods complying with AWS B2.1, level AR-3. Welding
procedures and performance of welders shall comply with AWS B2.1, level AR3. 4) Roll Grooved Pipe Coupling System:
a) Ductile iron meeting requirements of ASTM A395/A395M and ASTM A536, and UL listed.
b) Grooved products used on Project shall be from same manufacturer. Grooving tools shall be as recommended by manufacturer of grooved products.
c) Gaskets for grooved fittings shall be from the same manufacturer as the fitting/coupling.
d) Category Four Approved Products: See Section 01 6200 for definition of Categories:
Gruvlok Tyco (Grinnell) Victaulic Rigid Couplings 7401 772 Style 005 Flexible Couplings 1 7000 705 Style 75 Flange Adaptors 2 7012 71 Style 744 Grooved Coupling Gaskets 3 ‘E’ EPDM Grade ‘E’ EPDM ‘E’ EPDM 4
1 Use in locations where vibration attenuation, stress relief, thermal expansion, or seismic design is required / needed. 2 Class 125 or 150.
3 Temperature rated 30 to 150 deg F. NSF-61 certified. 4 Grade ‘A’.
c. Use of saddle or hole cut type mechanical tees is NOT APPROVED. 4. Valves:
a. Butterfly Valves: 1) Design Criteria:
a) UL / CASA approved. b) Indicating type.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories: a) Milwaukee:
(1) Model BB-SCS02 threaded ends with tamper switch one inch to 2 inches (2) Model BBVSCS02 Grooved ends with tamper switch 2 inches to 2-1/2 inch
b) Nibco: (1) Model WD3510-8 Wafer type with valve tamper switch. (2) Model GD4765-8N Grooved type with valve tamper switch, 2-1/2 inches to 8
inches c) Tyco (Grinnell):
(1) Model BFV-N wafer. (2) Model BFV-N grooved.
d) Victaulic: Series 705W Grooved end type with internal supv. switches. e) Kennedy:
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(1) Model 01W wafer. (2) Model G300 grooved.
b. Gate Valves: 1) Design Criteria:
a) UL / CASA approved. b) Outside Screw and Yoke Type (O.S.&Y). c) Class 150 psi.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories: a) Nibco:
(1) T-104-0 with Threaded Ends 1/2 inch to 2 inches (2) F-637-31 Flanged Ends.
b) Mueller: R-2360-6 Flanged Ends. c) Victaulic: Series 771 Grooved Ends
c. Ball Valves: 1) Design Criteria:
a) UL / CASA approved. b) Valve tamper switch.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories: a) Milwaukee: BB-SCS02 with threaded ends. b) Nibco: KT-505 with threaded ends. c) Nibco: KG-505 with grooved ends. d) Victaulic: Series 728 with grooved or threaded ends.
d. Swing Check Valves: 1) 1/2 to 3 inch horizontal check.
a) Design Criteria: (1) Regrinding type. (2) Renewable disk. (3) Bronze Class 125 with threaded ends.
b) Category Four Approved Products: See Section 01 6200 for definitions of Categories: (1) Nibco: KT-403-W. (2) Victaulic: Series 712. (3) Viking: G-1 Grooved ends.
2) 2 to 4 inch Horizontal check: a) Design Criteria:
(1) Grooved ends. (2) Ductile iron body. (3) Rated 300 psi
b) Category Four Approved Products: See Section 01 6200 for definitions of Categories: (1) Tyco (Grinnell): CV-1F Grooved ends. (2) Victaulic: Series 712. (3) Viking: G-1 Grooved ends.
3) 3 to 12 inch Horizontal check: a) Design Criteria:
(1) Bolted bonnet. (2) Raised face flanges. (3) Bronze mounted with ductile iron body. (4) 125 lb. Class A
b) Category Four Approved Products: See Section 01 6200 for definitions of Categories: (1) Nibco: F-938-31. (2) Mueller: A-2120-6. (3) Viking: F-1 grooved and flanged.
e. Wafer Type Check Valves: 1) Design Criteria:
a) 4 to 8 inch cast iron body. b) 175 psi minimum working pressure. c) Rubber Seat.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories:
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a) Nibco: KW-900-W. b) Mueller: A-2102. c) Kennedy: Fig.706.
f. Grooved-End Check Valves: 1) Design Criteria:
a) UL / CASA listed and approved to 250 psi maximum operating pressure. b) 2-1/2 to 12 inch ductile iron body. c) Disc And Seat:
(1) 2-1/2 And 3 Inch: Aluminum bronze disc with mounted elastomer seal and PPS (polyphenylene sulfide) coated seat.
(2) 4 Inch and Larger: Elastomer encapsulated ductile iron disc with welded in nickel seat.
(3) Viking: Model VK462. 2) Category Four Approved Products. See Section 01 6200 for definitions of Categories:
a) Nibco: KG-900-W grooved ends. b) Victaulic: Series 717. c) Kennedy: Fig.426.
g. Alarm Check Valves: (if required by AHJ) 1) Category Four Approved Products: See Section 01 6200 for definitions of Categories:
a) Reliable: E with gauges and drain. b) Tyco (Grinnell): Model AV-1-300. c) Victaulic: Series 751 with gauges and drain. d) Viking: J-1 with gauges and drain.
h. Backflow Preventer: Make and model shown on Drawings or as required by local codes. i. Retard Chamber:
1) Design Criteria: a) Self-draining.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories: a) Reliable: E-1. b) Victaulic: Series 752. c) Viking: C-1.
j. Inspector's Test Valve: 1) Design Criteria:
a) Bronze body with threaded or grooved ends. b) Combination sight glass / orifice.
2) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) Tyco (Grinnell): Model F350. b) Victaulic: Testmaster Alarm Test Module Style 720.
5. Sprinkler Heads: a. Concealed Pendant:
1) Design Criteria: a) Adjustable cover. b) UL / CASA listed and approved. c) Coordinate concealed cover finish with Architect.
2) Type One Acceptable Products: a) Wet Pendant, Flat Profile:
(1) Reliable: F4FR. (2) Victaulic: Model 3802. (3) Viking: Model VK462. (4) Tyco (Grinnell): Model RFII. (5) Equal as approved by Architect before bidding. See Section 01 6200.
b) Dry Pendant: (1) Flat Profile:
(a) Tyco (Grinnell): DS-C. (b) Victaulic: V3618.
(2) Equal as approved by Architect before bidding. See Section 01 6200. b. Horizontal Sidewall Sprinkler:
1) Design Criteria: a) UL / CASA listed and approved. b) Recess adjustable.
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c) Where guards are required, use chrome plated sprinkler guards that are listed, that are approved by Sprinkler Manufacturer for use with head, and that are supplied by Sprinkler Manufacturer.
2) Type One Acceptable Products: a) Wet System:
(1) Reliable: F1FR. (2) Tyco (Grinnell): Model TY-FRB. (3) Victualic: Model V2710. (4) Viking: VK305. (5) Equal as approved by Architect before bidding. See Section 01 6200.
c. Attic Sprinklers, Upright: 1) Design Criteria:
a) UL / CASA listed and approved. b) Approved for use in roof structures, combustible and non-combustible, with ceiling
below. 2) Category Four Approved Products: See Section 01 6200 for definitions of Categories:
a) Tyco: BB, SD, or HIP. d. Pendant Sprinklers:
1) Design Criteria: a) UL / CASA listed and approved. b) Where guards or escutcheons are required, use chrome plated sprinkler guards
and escutcheons that are listed, that are approved by Sprinkler Manufacturer for use with head, and that are supplied by Sprinkler Manufacturer.
2) Type One Acceptable Products: a) Reliable: F1FR. b) Tyco: TY-FRB. c) Victaulic: Model V2704. d) Viking: VK302. e) Equal as approved by Architect before bidding. See Section 01 6200.
e. Upright Sprinklers: 1) Design Criteria:
a) UL / CASA listed and approved. 2) Type One Acceptable Products:
a) Reliable: F1FR. b) Tyco: TY-FRB. c) Victaulic: Models V2704. d) Viking: VK300. e) Equal as approved by Architect before bidding. See Section 01 6200.
3) Dry Sidewall Sprinklers: 4) Design Criteria:
a) UL / CASA listed and approved. b) Recessed, white, with white escutcheon.
5) Type One Acceptable Products: a) Reliable: F3. b) Tyco: DS-1. c) Victaulic: Models VK33. d) Viking: VK182. e) Equal as approved by Architect before bidding. See Section 01 6200. f)
6. Water Flow Alarm: a. Electric Flow Alarm:
1) Design Criteria: a) UL / CASA listed and approved.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories: a) Potter Electric: Horn Strobe, SASH-120, 120VAC. b) System Sensor: Horn Strobe, P2RHK-120, 120 VAC.
7. Pressure Gauges: a. Mechanical Water Pressure Gauges:
1) Design Criteria: a) UL / CASA listed and approved.
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b) 3-1/2 inch diameter dial. c) 0 to 300 psi in 5 psi increments.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories: a) Reliable: UA. b) HO Trerice: 500. c) Viking: 01124A.
8. Waterflow Detectors: a. Electrical Water Flow Switch:
1) Design Criteria: a) UL / CASA listed. b) Switch activates with flow of 10 gpm or more. c) Two single pole double throw switches. d) Automatic reset.
2) Category Four Approved Products: See Section 01 6200 for definitions of Categories: a) Potter-Roemer: Model 6201 thru 6208. b) System Sensor: WFD20 thru WFD80. c) Viking: VSR-F.
9. Tamper Switch a. Weather and Tamper Resistant Switch.
1) Design Criteria: a) UL / CASA listed. b) Mount to monitor valve and not interfere with operation. c) Shall operate in horizontal and vertical position.
2) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) Control Valves, Butterfly Valves, Post Indicator Valves:
(1) Potter Electric: Model PCVS. (2) Notifier: Model PIBV2. (3) System Sensor: Model PIBV2.
b) O.S. & Y Valves: (1) Potter Electric: Model OSYSU. (2) System sensor: Model OSY2.
10. Automatic Drain Device: a. Design Criteria:
1) Straight Design, 3/4 inch: (19 mm). b. Category Four Approved Products: See Section 01 6200 for definitions of Categories:
1) Nibco: Ball-Drip. 2) Potter-Roemer: Figure 5982. 3) Viking: B-1.
11. Fire Department Connection: a. Two-way Inlet with single clapper:
1) Class One Quality Standards: See Section 01 6200: a) Round 'AUTO SPKR' identification plate, red enamel finish aluminum plate:
(1) Croker: Fig 6766. (2) Potter-Roemer Fig. 5966.
2) Category Four Approved Products. See Section 01 6200 for definitions of Categories: a) Rough chrome plated:
(1) Croker: 6405-RC. (2) Potter-Roemer: Fig. 5710-C.
b) Caps and Chains: (1) Croker: 6747 RC. (2) Potter-Roemer: 4625.
12. Indicating Post Valve: a. Design Criteria:
1) As specified in Section 33 1119: 'Fire Suppression Water Distribution Piping'. 2) Prefer exposed parts non-brass, for theft protection. 3) Supervisory switch.
b. Category Four Approved Products: See Section 01 6200 for definitions of Categories: 1) As required by Authority Having Jurisdiction (AHJ).
13. Riser Manifold Assembly: a. Design Criteria:
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1) Groove x Groove Manifold Body. 2) Water Flow Alarm Switch, VSC with Vane, UL / CASA listed and approved. 3) 300 psi Water Pressure Gauge. 4) Test and Drain Valve with Manifold Drain Trim and 1/2 inch diameter test Orifice. 5) Pressure Relief Valve, 175 psi, non adjustable, pipe discharge to test Drain Valve.
b. Category Four Approved Products: See Section 01 6200 for definitions of Categories: 1) Tyco: Model 513. 2) Victaulic: Style 747P.
2.2 ACCESSORIES
A. Manufacturers: 1. Manufacturer Contact List:
a. Anvil International, Portsmouth, NH www.anvilintl.com. b. Cooper B-Line, Highland, IL www.b-line.com.
B. Hangers, Rods, And Clamps: 1. Design Criteria:
a. Galvanized, unless specified otherwise, and UL / CASA approved for service intended. 2. Class One Quality Standard:
a. Hangers and accessories shall be Anvil numbers specified or equals by Cooper B-Line. b. Pipe Ring Hangers: Equal to Anvil Fig 69. c. Riser Clamps: Equal to Anvil Fig. 261.
C. Posted System Diagram: 1. Provide single, color-coded floor plan diagram showing total system. Color antifreeze pipe
system elements BLUE and wet pipe system elements RED. Indicate locations of antifreeze system drains and sample test station.
2. Include following information on diagram sheet: a. Explanation of how to test an antifreeze system. b. Step by step shut down procedure. c. Step by step system drainage procedure. d. Step by step start-up procedure. e. Step by step procedure for protection of system from freezing.
3. Laminate diagram with plastic and mat or frame suitable for hanging near riser.
PART 3 - EXECUTION
3.1 INSTALLERS
A. Acceptable Installers. See Section 01 4301: 1. Meet Quality Assurance Installer Qualifications as specified in Part 1 of this specification.
3.2 EXAMINATION
A. Drawings: 1. Fire Protection Drawings show general arrangement of piping. Follow as closely as actual
building construction and work of other trades will permit. Install system so it drains. 2. Consider Architectural and Structural Drawings part of this work insofar as these drawings furnish
information relating to design and construction of building. These Drawings take precedence over Fire Protection Drawings.
3. Because of small scale of Drawings, it is not possible to indicate all offsets, fittings, and accessories that may be required. Investigate structural and finish conditions affecting this work and arrange work accordingly, providing such fittings, valves, and accessories required to meet conditions and to enable system to drain.
501092517010101 March 29, 2018 Evanston 3, 6, &
Wet-Pipe Sprinkler Systems - 11 - 21 1313
3.3 INSTALLATION
A. Connect system to grooved fitting provided under Section 21 300033 1119. Provide additional support under system riser to eliminate strain on Fire Pump discharge.
A.
B. Install sprinkler systems in accordance with requirements of latest editions of NFPA 13 and as specified below: 1. Provide maintenance access to equipment 2. Conceal sprinkler lines installed in occupied areas. In Mezzanine areas, route pipe to side or
underneath Mezzanine walkway. Do not impede egress from Attic. 3. Install to enable drainage of system.
a. Install main drain from riser according to NFPA 13, paragraph 8.17.4. 4. Install piping system, except for dry heads, so it will not be exposed to freezing temperatures. 5. Do not use dropped, damaged, or used sprinkler heads. 6. Install tamper switches and flow detectors where located by Architect. 7. Except for Siamese connection, install automatic ball drip device in lowest point of piping to fire
department connection and drain to floor drain or to exterior of building. 8. Brace and support system to meet seismic zone requirements for building site.
C. Flush underground piping system at full design flow rate for minimum five minutes. Route water to outside of building. Protect landscaping and other exterior elements from damage during flow tests.
3.4 FIELD QUALITY CONTROL
A. Field Tests: 1. Pressure Test:
a. Hydrostatically test system to 200 psi minimum for 2 hours as required by 'Contractor's Material And Testing certificate for Above Ground Piping' NFPA-13, Figure 24.1 (2010) Edition).
2. Water Flow Test: a. Test to determine static and residual pressures and corresponding flow rate at point of
connection to utility water main. b. Adjust water flow test data for seasonal fluctuations and future growth as recommended by
Water Utility and AHJ. b.c. The water flow model provided by the city indicates a pressure of 105.68 psi at 542 gpm.
3. Check piping in relation to insulation envelope to be certain piping and auxiliary drains are properly enclosed inside building insulation envelope. Report unsatisfactory conditions to Architect.
4. Tests shall be witnessed by Architect and representative of local jurisdiction over fire prevention.
3.5 CLEANING 1. Remove oil, scale, debris, and foreign substances from interior and exterior of devices,
equipment, and materials prior to installation. A. Upon job completion, remove tools, surplus materials and equipment. Leave all areas broom
clean.Waste Management: 1. Glycerin: a. Disposal must be disposed from site in accordance to national, state, and local health codes. 2. CL
3.6 CCLOSE-OUT ACTIVITIES
A. Instruction of Owner: 1. Instruction Sessions:
Formatted: Font color: Auto
Formatted: PR2, Indent: Left: 0.69", Hanging: 0.31"
Formatted: Indent: Left: 0.69", Hanging: 0.31", Tabstops: Not at 1.03" + 1.15"
Formatted: PR2, Indent: Left: 0.69", Hanging: 0.31"
501092517010101 March 29, 2018 Evanston 3, 6, &
Wet-Pipe Sprinkler Systems - 12 - 21 1313
a. Instruct Owner's personnel in operation and maintenance of system utilizing ‘Operation and Maintenance Manual’ when so doing. Minimum instruction period shall be four (4) hours.
b. Instruction sessions shall occur after Substantial Completion inspection when system is properly working and before final payment is made.
c. Provide Owner with latest version of NFPA 25.
B. Training: 1. Installer required to provide FM Training from latest version of NFPA 25 with checklist and brief
explanation of following inspections: a. Weekly Inspection. b. Monthly Inspection. c. Quarterly Inspection. d. Semi-Annual Inspection. e. Annual Inspection.
END OF SECTION
V
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1157
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dra
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4020
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01-5
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273
evan
s + as
socia
tes a
rchit
ectu
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Pro
je
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r:
Revisions
Mark
Date
Description
Sheet
Sheet Title
Stamp
9030 6001530
Scale 1" = 30'
C203
UTILITY PLAN
A
N
ew
G
ra
ng
er 2
50
S
ta
ke
C
en
te
r fo
r:
Project Number
Plan Series
Property Number
Granger 250 SC (G25-SC-17-03)
Evanston W
Y S
take
501092517010101
18-02
Date
March 29, 2018
72
1 W
est C
he
ye
nn
e D
rive
Evanston, W
yom
ing
Evanston 3, 6, &
.
CHAPEL148
CULTURALCENTER
150
VESTIBULE137
ROOM117
ROOM116
ROOM114
CORRIDOR127
FOYER108
FOYER138
MATERIALSCENTER
153
STORAGE156
EQUIPPLATFORM
ACCESS154
SERVINGAREA112
VESTIBULE107
CLERK133
WAITING132
ROOM102
CLERK105
ROOM106 ROOM
109ROOM
115
VESTIBULE118
ROOM129
1A404
ROOM130STAKE
PRESIDENT134
HIGHCOUNCIL
136ROOM
131
ROOM128
ROOM119
EA414
CA414
BA301
BA301
AA301
AA301
AA302
AA302
AA303
BA302
BA304
1 2 43
B
A
C
D
ROSTRUM147
BISHOP143
BISHOP142
CLERK141
FAMILYRR140
WOMEN'S122
MEMEBERCUSTODIAL
123MEN'S
124
MOTHER'SROOM
125
1A401
TECH103
BISHOP101
OVERFLOW149
FIRERISER
111
STORAGE152
PLATFORM151
1A407
V5
V8
V8
V5
V1
V5
V8V1
V7
V9
ROOM110
V1 V1
V3 V1
V4
V8
V5
V4
V8
V1V1V1
V5
V9 V7
V8
V4
CORRIDOR113
FONT120
WOMEN'SADA121
VESTIBULE126
CORRIDOR135
WAITING139
RAMP155
ORGANSPEAKERCHAMBER
146
103A
102A
101A
105A
106A 109A 110A
112A
111A
112B
112C
114A
114B 115B
115A 116A 117A
119A
119B
120A 120B121A
123A
125A122A
128A
124A
149C
129A
150A149B148A
148C
148B 150B
151A153A
151B
155B
150C149D
149A
137A
130A
107A
107B
128B
119C
131A136B
132A136A
134A133A
132B
134B
143A
142A
144A
141A
140A137B
154A
155A
152A
126A126B
118B
VOLLEYBALLSTORAGE
157 157A
V7
V9
V9
V7
118A
1A402
AA414
1A403
10-85
06-48
22-2110-86
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-0507-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
07-05
FL-06
07-05
07-05
07-05
07-05
07-05
07-05
10-85
06-48
11-07
11-07
10-85
10-65
10-65 10-65
10-65
12-05
AA304
1A406
SAC PREP145
CLERK144
BA303
V12
LA501
LA501
LA501
LA501
RA501
QA501
RA501L
A501
QA501
LA501
AA152
AA152
RA501
RA501
A405
K
A405
N
06-48
A405
L
A405
L
A405
P
DA404
DA404
A405
P
FL-34 FL-34
QA501
EA404
A A A A A A A A A A
A
A
A
A
AAA AAAABBAA
A
A
C
C
A
A
A A B B
122A
V5
A201 A
A201D
A202A
A202
D
1'-7"
10-85
RA501
FL-34
11-0711-0722-2110-8507-0510-86
FL-06
FL-33
06-49
FL-27
10-65
06-48
06-15
06-46
FL-03
FL-04
11-0412-05
A406
N
A404
J
A404
J
ACOUSTICALPANELS SEEA/A303
ACOUSTICALPANELS SEEA/A303
ACOUSTICALPANELS SEEA/A303
ACOUSTICALPANELS SEEA/A303
WAITING104
V7
V1
V1
up
up
109B
ANTENNA -SEE2/TA601
A
FLOOR PLAN GENERAL NOTES1. SEE SHEET A103 FOR DIMENSIONS.2. SEE SHEET A111, A112 & A113 FOR WALL TYPES3. INSULATE ATTIC SPACE ABOVE AND INTERIOR WALLS AROUND ENTRY 107, 118, 126 AND 137.4. PROVIDE SOLID BLOCKING IN THE WALLS AT ALL DOOR STOPS, VISUAL DISPLAY BOARDS, TOILET
COMPARTMENTS, LAVATORY SUPPORTS, WALL HUNG CABINETS, AND AT ALL OTHER EQUIPMENT AND ACCESSORY LOCATIONS.
5. FOR ELEVATIONS OF VISUAL DISPLAY BOARDS, SEE SHEET A601.6. VAPOR RETARDER UNDER CONCRETE SLAB - SEE STRUCTURAL.7. FOR LOCATION OF RETURN AIR DUCT IN STUD WALLS, SEE MECHANICAL DRAWINGS.8. PROVIDE A 2x FIRE BLOCKING IN ALL WALLS AT CEILING AND FLOOR LEVELS.9. ALL WALLS EXCEEDING 10 FEET IN HEIGHT, PROVIDE 2x FIRE BLOCKING NOT TO EXCEED 10'-0"
O.C. VERTICALLY.10. FOR DOOR SCHEDULES, SEE SHEET A602.11. SEE CIVIL SHEETS FOR CONTINUATION OF CONCRETE SIDEWALK AT ENTRIES AND ALL OTHER
SITE CONCRETE.12. GRID LIINES ARE TO BE TO FACE OF STUD UNLESS NOTED OTHERWISE.13. IF AHJ REQUIRES A "KNOX BOX, ARCHITECT WILL INDICATE THE LOCATION PER THE AHJ'S
REQUIREMENT. IF NOT REQUIRED, REMOVE REFERENCES TO A "KNOX" BOX AND DO NOT PROVIDE ONE.
14. LIGHT COVE AND SLOPED WALL, SEE A/A152.
KEYNOTESKEYNOTE MATERIALXX-XX
KEYNOTESKEYNOTE INSTRUCTIONALXX-XX
Architect / Engineer:
Project Number:
Sheet Title:
Sheet:
Plan Series:
Date:
Proj
ect f
or:
1157
6 So
uth
Stat
e St
reet
, Sui
te 1
03b
Dra
per,
Uta
h 84
020
A N
ew G
rang
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50 fo
r
Evan
ston
WY
Stak
e72
1 W
est C
heye
nne
Driv
eEv
anst
on W
yom
ing
3/29/18
LICEN
S E D A R CH
ITECT
STATE OF WYOMIN
G
C-2391PAUL
ANTHONY EVANS
Date:
4/4/
2018
3:0
0:28
PM
A101
MAIN FLOORPLAN
18-02
March 29, 2018
Evan
ston
3, 6
, &
G25-SC-17-03
1/8" = 1'-0" A101MAIN FLOOR PLAN A
INSTRUCTIONAL KEYNOTESFL-03 SEE ARCHITECTURAL DIMENSION PLAN & ENLARGED PLANSFL-04 SEE ARCHITECTURAL WALL TYPES PLAN FOR ALL WALL TYPESFL-06 CONT. SOUND INSULATION IN WALL, TYPICAL, SEE SPECIFICATIONSFL-27 ORGAN LOFT SPEAKER, SEE A/V DRAWINGSFL-33 DRAFT/FIRESTOP AT 9'-4" O.C. TYPICALFL-34 MECHANICAL ENCLOSURE WALL, SEE CIVIL & MECHANICAL DRAWINGS
MATERIAL / SPECIFICATION KEYNOTES06-15 WOOD STAIR FRAMING, SEE DETAILS & STRUCTURAL DRAWINGS06-46 SHELVING, SEE DETAILS & SPECIFICATION06-48 WOOD VENEER FACED ARCHITECTURAL CABINETS, SEE DETAILS & SPECIFICATION06-49 ROSTRUM CASEWORK, SEE DETAILS & SPECIFICATION07-05 BLANKET SOUND INSULATION, SEE SCHEDULE, DETAILS, & SPECIFICATION10-65 FOLDING ACCORDION DOOR, SEE DETAILS & SPECIFICATION10-85 FIRE EXTINGUISHER, SEE SPECIFICATION10-86 HAT & COAT RACK, SEE SPECIFICATION11-04 MANUALLY OPERATED STAGE CURTAIN, SEE DETAILS & SPECIFICATION11-07 VOLLEYBALL POST HOLE, SEE DETAILS & SPECIFICATIONS12-05 CUSHIONED PEW SEATING AS SELECTED, SEE DETAILS & SPECIFICATION22-21 ELECTRICAL WATER COOLER, SEE PLUMBING DRAWINGS & SPECIFICATION
Mar
kD
ate
(D-M
-Y)
Des
crip
tion
1D
ate
1R
evis
ion
1
KEYNOTESKEYNOTE MATERIALXX-XX
1
1
2
2
4
4
3
3
B B
A A
C C
D DT.O.S. 99' - 10"
T.O.S. 99' - 10"
T.O.S. 96' - 9"
2'-8 1/2" 1'-5 1/2" 22'-4" 132'-6" 41'-2"
10 1/2" 21'-5 1/2" 8 1/2" 40'-1 1/2" 10'-8" 50'-8" 3'-4" 27'-0" 40'-5 1/2" 8 1/2"
8'-8" 94'-0 1/2"
GA606
HA606
GA606
GA606
GA606
GA606
GA606
JA606
JA606
JA606
JA606
MA606
MA606
MA606
MA606
MA606
MA606
MA606
MA606
MA606
SL-6
SL-8
JA606
SL-8
SL-6
SL-7
SL-8
24'-0
"42
'-0"
24'-0
"
4 1/2"
1'-1 1
/2"
3'-4"
19'-2
"34
'-9 1/
2"6'-
6"8 1
/2"19
'-2"
3'-4"
1'-1 1
/2"
4 1/2"
4'-2" 22'-4" 132'-6" 41'-2"
2'-8 1/2"
1'-5 1/2"
10 1/2" 21'-5 1/2" 8 1/2" 40'-1 1/2" 10'-8" 31'-0" 3'-4" 46'-8" 1'-9" 6'-6" 32'-2 1/2" 8 1/2"
1'-1 1
/2"6 1
/2"34
'-1"
7'-11
"
EA414
T.O.S. 99' - 9 7/8"
8'-11 1/2" 7'-4 1/2" 5'-0" 7'-0" 5'-0" 7'-10"
4 1/2"
23'-7
1/2"
4 3/4"
10'-3
1/4"
6'-8"
7'-4"
6'-8"
10'-3
1/4"
4 3/4"
23'-7
1/2"
4 1/2"
46'-11 1/4" 63'-6 1/4" 22'-0 1/2"3'-6 1/4" 3'-9" 11'-3 1/2" 7'-0" 7'-0" 3'-4" 3'-0 3/4" 9'-3 1/4" 1'-9 1/2" 3'-4" 3'-2 3/4" 3'-4" 3'-2" 5 1/2"
3'-8" 3'-9" 11'-1 3/4" 7'-0" 6'-11 1/2" 3'-4" 3'-1 1/4" 15'-9 1/4" 1'-10 1/4"3'-4" 3'-2"5 1/2"
5 1/2"
1'-6 1
/2"5 1
/2"4 1
/4"
5'-4"
25'-9
1/4"
5'-4"
3 1/2"
5 1/2"
1'-6 1
/2"
5 1/2"
2'-0"
5 1/2"
37'-1
"
5 1/2"
1'-6 1
/2"5 1
/2"
T.O.S. 100' - 0"
T.O.S. 100' - 0"
T.O.S. 100' - 0"
T.O.S. 100' - 0"
2 3/4"
3'-4"
27'-1
1/2"
3'-11
1/2" 1'-
8"
3'-11
1/2"
17'-1
"3'-
6 3/4"
1'-7"
16'-4
1/2"
8'-11 1/2" 11'-0 1/2"
5 1/2"
5'-1 1/2"
5 1/2"
14'-5"
90'-0
"
5'-1 1/2" 3'-4" 2 3/4"
4 1/2"
7'-6"
5 1/2"
5 1/2"
1'-6 1
/2"
5 1/2"
2'-0"
5 1/2"
2'-0"
16'-2
"5 1
/2"7'-
0"
5 1/2"
3"
76'-10" 12'-0" 43'-8"
2'-8" 3'-4" 6'-0"
12'-0"
T.O.S. 99' - 10"
200'-7 1/2"
4'-2" 196'-0"
24'-0
"42
'-0"
24'-0
"
16'-2
"7'-
5 1/2"
29'-9 1/2"
SLAB PLAN GENERAL NOTESRECESSED SLAB
FONT SLAB
KEYNOTESKEYNOTE INSTRUCTIONALXX-XX
Architect / Engineer:
Project Number:
Sheet Title:
Sheet:
Plan Series:
Date:
Proj
ect f
or:
1157
6 So
uth
Stat
e St
reet
, Sui
te 1
03b
Dra
per,
Uta
h 84
020
A N
ew G
rang
er 2
50 fo
r
Evan
ston
WY
Stak
e72
1 W
est C
heye
nne
Driv
eEv
anst
on W
yom
ing
3/29/18
LICEN
S E D A R CH
ITECT
STATE OF WYOMIN
G
C-2391PAUL
ANTHONY EVANS
Date:
4/4/
2018
3:0
2:35
PM
A102
ARCHITECTURALSLAB PLAN
18-02
March 29, 2018
Evan
ston
3, 6
, &
G25-SC-17-03
INSTRUCTIONAL KEYNOTESSL-6 PROVIDE BLOCKOUT IN STRUCTURAL SLAB FOR PLUMBING, COORDINATE
WITH PLUMBING DRAWINGSSL-7 RECESS SLAB AS SHOWN FOR ATHLETIC FLOOR, SEE DETAILSSL-8 RECESS SLAB AS SHOWN FOR TILE FLOOR, SEE DETAILS
MATERIAL / SPECIFICATION KEYNOTES03-05 CAST IN PLACE FOOTINGS, SEE STRUCTURAL DRAWINGS & SPECIFICATIONS
1/8" = 1'-0" A102
MAIN FLOOR SLAB PLAN A
Mar
kD
ate
(D-M
-Y)
Des
crip
tion
1D
ate
1R
evis
ion
1
CHAPEL148
CULTURALCENTER
150
VESTIBULE137
ROOM117
ROOM116
ROOM114
CORRIDOR127
FOYER108
FOYER138
CORRIDOR127OVERFLOW
149
MATERIALSCENTER
153
STORAGE156
EQUIPPLATFORM
ACCESS154
SERVINGAREA112
VESTIBULE107
CLERK133
WAITING132
ROOM102
CLERK105
ROOM106
ROOM109 ROOM
115
YOUNG WOMEN
VESTIBULE118
ROOM129
ROOM130
STAKEPRESIDENT
134
HIGHCOUNCIL
136ROOM
131
ROOM128
ROOM119
1 2 43
B
A
C
D
WOMEN'S122
MEMEBERCUSTODIAL
123
MEN'S124
MOTHER'SROOM
125
VESTIBULE126
FONT120
BISHOP101
TECH103
CORRIDOR113
WOMEN'SADA121
CORRIDOR135
WAITING139
FAMILYRR140
CLERK141
BISHOP142
BISHOP143
CLERK144
ORGANSPEAKERCHAMBER
146
SAC PREP145
ROSTRUM147
STORAGE152
PLATFORM151
RAMP155
ROOM110
FIRERISER
111
AA203
AA203
AA203
AA203
BA203
BA203
CA203
CA203
CA203
CA203
DA203
EA203
FA203
FA203
FA203
FA203
GA203 G
A203
GA203
GA203
HA203
HA203
SIM.
204'-8"
5'-0" 196'-0" 3'-8"
132'-6" 41'-2"
2'-8" 2'-4" 20'-0" 2'-4" 29'-4" 1'-8" 4'-4" 5'-0" 11'-8" 5'-0" 4'-4" 1'-8" 64'-4" 5'-0" 10'-4" 5'-0" 26'-0" 1'-0" 1'-0"1'-4"4"
3'-2" 2'-8" 13'-4" 2'-8" 4'-2"1'-11" 6'-6" 1'-11"4'-0 3/4" 2'-8" 16'-1 1/4" 11'-0" 2'-8" 2'-0" 2'-8" 14'-8" 2'-8" 2'-0" 2'-8" 1'-2"6" 10'-8" 6" 1'-2" 2'-0" 1'-2"1'-2" 2'-0" 1'-2"5'-6" 2'-8" 15'-4" 2'-8" 3'-2"6'-0" 8'-0" 6'-0"
2'-8" 2'-4" 20'-0" 2'-4" 29'-4" 1'-8" 4'-4" 5'-0" 11'-8" 5'-0" 4'-4" 1'-8" 63'-0" 5'-0" 10'-4" 5'-0" 27'-4" 3'-8"
6'-0" 8'-0" 6'-0" 5'-6" 2'-8" 15'-4" 2'-8" 3'-2" 1'-2" 2'-0" 1'-2" 6" 10'-8" 6" 1'-2" 2'-0" 1'-2" 4'-6" 2'-8" 2'-0" 2'-8" 7'-4" 2'-8" 10'-8" 2'-8" 4'-0" 7'-4" 2'-8" 6'-0" 2'-8" 5'-2" 1'-6" 2'-8" 2'-0" 2'-8" 1'-6" 4'-6" 2'-8" 13'-4" 2'-8" 4'-2"
94'-8
"
2'-4"
90'-0
"2'-
4"
24'-0
"42
'-0"
24'-0
"
1'-0"
1'-4"
20'-8
"12
'-11"
8'-11
"5'-
0"7'-
3"3'-
0"8'-
7"3'-
0"20
'-8"
1'-4"
1'-0"
1'-6"
3'-4"
4'-0"
2'-8"
2'-0"
2'-8"
4'-6"
1'-0 1
/2"6'-
6"1'-
0 1/2"
1'-6"
7'-4"
2'-8"
2'-0"
2'-8"
4'-6"
1'-0"
1'-4"
17'-4
"6'-
4 1/4"
10'-1
3/4"
6'-8"
9'-0"
6'-8"
10'-1
3/4"
6'-4 1
/4"17
'-4"
1'-4"
1'-0"
1'-2"
2'-8"
2'-0"
2'-8"
8'-10
"8'-
10"
2'-8"
2'-0"
2'-8"
1'-2"
7'-5"
4'-5"
5'-2"
7'-0"
42'-0
"6'-
11 1/
2"4'-
5"4'-
9"7'-
10 1/
2"
2'-4"
8'-0"
8'-6 1
/2"7'-
5 1/2"
2'-0"
37'-6
1/2"
2'-5 1
/2"7'-
0"8'-
6 1/2"
8'-5 1
/2"2'-
4"
1'-4"
15'-0
"2'-
0"7'-
0"2'-
0"37
'-6 1/
2"2'-
5 1/2"
7'-0"
17'-0
"1'-
4"
15'-0
"2'-
0"7'-
0"2'-
0"38
'-0"
2'-0"
7'-0"
5'-6"
11'-6
"
1'-4"
15'-0
"2'-
0"7'-
0"4'-
1"6'-
5"20
'-6 1/
2"1'-
11 1/
2"9'-
0 1/4"
7'-0"
2'-0"
4'-6"
10'-6
"1'-
4"
7'-7"
7'-5"
2'-0"
7'-0"
16'-0
3/4"
18'-5
"5'-
6 1/4"
2'-0"
7'-0"
17'-0
"
14'-0
1/2"
3'-1 1
/2"5'-
10 1/
4"4'-
5"25
'-7"
5'-1"
7'-11
"7'-
0"2'-
0"15
'-0"
21'-1
0 1/2"
1'-1 1
/2"4'-
5"6'-
8"2'-
3"7'-
8 1/2"
5'-7"
3'-11
1/2"
4'-6"
7'-5 1
/2"
24'-5
1/2"
16'-11" 12'-10 1/2" 10'-6 1/2" 12'-1 1/2"
16'-11" 6'-0" 6'-10 1/2" 9'-1 1/2" 14'-11 1/2" 6'-9" 10'-0" 18'-8" 5'-10" 5'-4" 6'-3 1/4" 9'-10" 6'-2 1/2" 5'-9" 4'-0" 8'-6" 2'-5" 10'-5" 7'-5 1/2" 12'-4 1/2"
27'-1" 28'-6" 4'-3" 7'-6 3/4"
1'-10 1/2"
3'-5 1/4" 6'-2" 8'-11 1/2" 7'-5 1/2" 4'-10 1/4" 5'-9"
1'-3 3/4"
17'-3" 5'-4" 3'-0" 4'-11 1/2" 14'-2" 3'-7 3/4" 7'-9 1/4" 11'-11 1/2" 8'-4 1/2" 12'-4" 1'-0"
8'-6" 11'-11 1/2" 11'-3 1/2" 9'-5" 2'-0"
2'-4" 68'-4" 38'-3" 25'-9"
2'-4" 16'-11" 12'-10 1/2" 9'-1 1/2" 14'-11 1/2" 68'-0 3/4" 8'-2 3/4" 12'-3" 2'-11 1/2"2'-0 3/4"
18'-8" 7'-7"
16'-11" 12'-10 1/2" 9'-1 1/2" 1'-5" 11'-8" 1'-10 1/2" 26'-7 1/2" 19'-8" 6'-7 1/2" 8'-7 1/2" 10'-7 1/2" 10'-7 1/2" 10'-9" 26'-3"
16'-5 1/2"
27'-1" 28'-6" 4'-3" 7'-6 3/4"1'-10 1/2"3'-3 1/4" 6'-2" 9'-1 1/2" 7'-5 1/2" 4'-10 1/4" 5'-9" 1'-3 3/4" 10'-3 3/4" 6'-6" 5'-9 1/2" 3'-0" 6'-0" 9'-1" 5'-10 1/4" 1'-1 1/4" 12'-4 3/4" 2'-6 1/4" 18'-8"
7'-7"
6'-0"
3'-0"
16'-8" 32'-0"
6'-0"
3'-0"
3'-0"
6'-0"
16'-8"
6'-0"
3'-0"
30'-4"
1'-1 3/4"
1'-7"
1'-7"
1'-7"
5'-0 1/2" 7'-5" 11'-0" 11'-0" 11'-5 1/2" 9'-9" 8'-6" 32'-8"
4'-1"
1'-7"1'-7"1'-7" 1'-8"
1'-9 1/2"1'-7"
1'-9 1/2"4 1/2"
1'-7"
1'-7"
WAITING104
VOLLEYBALLSTORAGE
157
4'-0 1/2" 3'-8" 7'-9 1/2" 6'-3" 5'-8 1/2" 5'-7" 4'-7" 10'-6 1/2" 2'-0"3'-3" 2'-9" 7'-0" 2'-8"
2'-2"
12'-8" 11'-8"
DIMENSION PLAN GENERAL NOTES1. DIMENSIONS ARE FROM FACE OF STUD UNLESS NOTED OTHERWISE.2. SEE SHEETS A111, A112 & A113 FOR WALL TYPES.3. FOR LOCATION OF RETURN AIR DUCTS IN STUD WALLS SEE MECHANICAL DRAWINGS.
Architect / Engineer:
Project Number:
Sheet Title:
Sheet:
Plan Series:
Date:
Proj
ect f
or:
1157
6 So
uth
Stat
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, Sui
te 1
03b
Dra
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Uta
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020
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Evan
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WY
Stak
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1 W
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nne
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yom
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3/29/18
LICEN
S E D A R CH
ITECT
STATE OF WYOMIN
G
C-2391PAUL
ANTHONY EVANS
Date:
4/4/
2018
3:1
4:25
PM
A103
MAIN FLOORDIMENSIONPLAN
18-02
March 29, 2018
Evan
ston
3, 6
, &
G25-SC-17-03
1/8" = 1'-0" A103MAIN FLOOR DIMENSION PLAN 1
Mar
kD
ate
(D-M
-Y)
Des
crip
tion
1D
ate
1R
evis
ion
1
BA301
BA301
AA301
AA301
AA302
AA302
AA303
BA302
BA304
1
1
2
2
4
4
3
3
B B
A A
C C
D D
C38' - 0"
C18' - 0"
C18' - 0"
C48' - 0 3/4"
C38' - 0"
C28' - 0 3/4"
C412' - 11 3/8"
C412' - 11 3/8"
C49' - 0 3/8"
C28' - 0 3/4"
C49' - 4 3/4"
C27' - 11 3/8"
C28' - 10 3/8"
C18' - 9 5/8"
C18' - 0"
C18' - 0"
C18' - 0"
C18' - 0"
C18' - 0"
C18' - 0"
C27' - 11 3/8"
C28' - 10 3/8"
C18' - 9 5/8"
C48' - 0 3/4"
C97' - 4"
C28' - 0 3/4"
C49' - 4 3/4"
C28' - 0 3/4"
C78' - 0 3/4"C3
8' - 0"C7
8' - 0 3/4"
C38' - 0"
C48' - 0 3/4"
C48' - 0 3/4"
C48' - 0 3/4"
C48' - 0 3/4"
C48' - 0 3/4"
C27' - 11 3/8"
C28' - 10 3/8"
C18' - 9 5/8"
C38' - 0"
C38' - 0"
C28' - 0 3/4"
C28' - 0 3/4"
C18' - 0"
C18' - 0"
C18' - 0"
C18' - 0"
C28' - 0 3/4"
C28' - 0 3/4"
C18' - 0"
C18' - 0"
C412' - 11 3/8"
C910' - 0"
C412' - 11 3/8"
C49' - 0 3/4"
C18' - 0"
C18' - 0"
C18' - 0"
C38' - 0"
C419' - 5 3/8"
C4SLOPED
C4SLOPED
C18' - 0"
C38' - 0"
C49' - 4 3/4"
C319' - 4 5/8"
C3SLOPED
C3SLOPED
C319' - 4 5/8"
C3SLOPED
C3SLOPED
C115' - 6"
C19' - 2 1/2"
C18' - 3 3/4"
C28' - 0 3/4"
C18' - 0"
C49' - 4 3/4"
C28' - 0 3/4"
C28' - 0 3/4"
C49' - 4 3/4"
C28' - 0 3/4"
C49' - 4 3/4"
C28' - 0 3/4"
C910' - 0"
C912' - 0"
C910' - 0"
C912' - 0"
C910' - 0"
C910' - 0"
C78' - 0 3/4"
C78' - 0 3/4"
C78' - 0 3/4"
C28' - 0 3/4"
C78' - 0 3/4"
C38' - 0"
C815' - 0 9/16"
C210' - 0"
CG-08 CG-09CG-23
CG-23
CG-23
CG-23
CG-23 CG-23 CG-23 CG-23
CG-23
CG-23
CG-23
CG-23
CG-23
2'-6 1
/4"1'-
3"16
'-0"
1'-3"
2'-6 1
/4"
2'-6" 1'-3" 18'-0" 1'-3" 2'-6"
2'-6 1
/4"1'-
3"15
'-0"
1'-3"
2'-6 1
/4"
2'-6" 1'-3" 22'-0" 1'-3" 2'-6"
4'-5 1/2"E
A152
EA152
1'-9 1
/2"1'-
3"10
'-0"
1'-3"
1'-9 3
/4"
2'-0 3/4" 1'-3" 20'-0" 1'-3" 2'-0 3/4"E
A152
C48' - 0 3/4"
C78' - 0 3/4"
C78' - 0 3/4"
C78' - 0 3/4"
HA152
JA152
HA152 J
A152
CG-18
CG-18 CG-18
CG-08
CG-08CG-09CG-09
CG-09CG-08
BA303
C820' - 6 3/4"
C38' - 0"
C38' - 0"
C49' - 4 3/4"
C48' - 8"
C48' - 8"
C49' - 4 3/4"
C78' - 0 3/4"
C78' - 0 3/4"
C78' - 0 3/4"
C78' - 0 3/4"
KA408
CG-23
AA304
CEILING PLAN GENERAL NOTES1. WALL MOUNTED LIGHT FIXTURES THAT OCCUR BELOW CEILING LINE ARE NOT SHOWN.2. MOUNTING OF SPEAKERS: CORRIDOR - SEE A501.3. PROVIDE SEISMIC BRACING AT ALL CEILING SUSPENSION SYSTEMS.4. ATT CORRIDORS, ACOUSTICAL CEILING TILE IS TO BE 6 TILES ACROSS WITH A BORDER OF
GYPSUM BOARD AS SHOWN ON DRAWINGS.5. FOR SUSPENSION CEILING SYSTE DETAILS, SEE A/A151 & B/A151.6. GYPSUM BOARD CONTROL JOINT.7. STEEL LINTEL - PAINTED.8. COORDINATE GRILLE LOCATION WITH MECHANICAL DRAWINGS.
KEYNOTESKEYNOTE MATERIALXX-XX
12'-0" TYPICAL
4'-0" MAX.
12'-0" TYPICAL
BA151
FIRST LINE OF BRACING 4'-0" OR LESS FROM WALL BOUNDARY
TYP
VERTICAL WIRES 12 GA. AT 4'-0" O.C. EACH WAY
CEILING SUSPENSION SYSTEM
NOTES:
1. SPLAY WIRE BRACING AND COMPRESSION POSTS/STRUTS ARE ONLY REQUIRED IN SEISMIC DESIGN CATEGORIES D, E, AND F.
2. AREAS SMALLER THAN 1,000 SF AND WITH WALLS ON FOUR SIDES EXTENDING TO THE STRUCTURE NEED NOT HAVE SPLAY WIRE REINFORCING. BOUNDARY WALLS MUST BE BRACED TOP AND BOTTOM INDEPENDENT OF CEILING TO QUALIFY.
3. SEISMIC CLIP IS REQUIRED IN SEISMIC DESIGN CATEGORIES D, E, AND F.
4. USE 7/8" WALL MOULDING IN SEISMIC DESIGN CATEGORIES D, E, AND F. ATTACH TEES/RUNNERS TO WALL WITH SEISMIC CLIPS.
NOTE:
FOR METAL ACOUSTICAL SUSPENSION ASSEMLIES(SIMILAR FOR METAL SUSPENSION SYSTEM: GYPSUM BOARD)
45" MAX.
45" MAX.
7/8" WALL MOULDING 7/8" WALL MOULDING
IN SEISMIC DESIGN CATEGORIES D, E, AND F. ATTACH TEES/RUNNERS TO WALL WITH SEISMIC CLIPS.
COMPRESSION POSTS/STRUTS FULL HEIGHT, TYP. AT 12'-0" O.C. MAX.
SPLAY WIRE 12 GA. AT 12'-0" O.C. IN EACH PLANE OF EACH MAIN TEE/RUNNER
VERTICAL WIRES 12 GA. AT 4'-0" O.C. EA. WAY
PROVIDE SEISMIC JOINT CLIP AS SPECIFIED IN SEISMIC DESIGN CATEGORIES D, E, AND F (NOT SHOWN IN DETAIL)
CROSS TEE/RUNNER AT 16" O.C.MAIN TEE/RUNNER
REFLECTED CEILING PLAN - FINISH SCHEDULE
C1. CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD AND ACOUSTICAL TILE
C2. CEILING SUSPENSION SYSTEM WITH GYPSUM BOARD - PAINTED
C3. ACOUSTICAL TILE ON GYPSUM BOARD
C4. GYPSUM BOARD - PAINTED
C5. METAL SOFFIT - SEE A/A305
C6. CONTINUOUS VENT STRIP
C7. WOOD FURRED DOWN OVER CABINETS - SEE B/A402
C8. GYPSUM BOARD ATTACHED, TO STRUCTURE, TEXTURED, PAINTED
C11' - 0"
CEILING TYPEHEIGHT
C1SLOPEREFER TO SECTION
CEILING TYPE
C9. EXTERIOR STUCCO SYSTEM SOFFIT
Architect / Engineer:
Project Number:
Sheet Title:
Sheet:
Plan Series:
Date:
Proj
ect f
or:
1157
6 So
uth
Stat
e St
reet
, Sui
te 1
03b
Dra
per,
Uta
h 84
020
A N
ew G
rang
er 2
50 fo
r
Evan
ston
WY
Stak
e72
1 W
est C
heye
nne
Driv
eEv
anst
on W
yom
ing
3/29/18
LICEN
S E D A R CH
ITECT
STATE OF WYOMIN
G
C-2391PAUL
ANTHONY EVANS
Date:
4/4/
2018
3:1
7:35
PM
A151
REFLECTEDCEILING PLAN
18-02
March 29, 2018
Evan
ston
3, 6
, &
G25-SC-17-03
1/8" = 1'-0" A151MAIN LEVEL REFLECTED CEILING PLAN 1
INSTRUCTIONAL KEYNOTESCG-08 EXT. METAL SOFFIT, COLOR AS SEL. BY ARCHITECT. SEE DETAILSCG-09 CONTINIOUS VENT STRIP, SEE DETAILSCG-18 FOLDING PARTITION & TRACK, SEE DETAILS & SPECIFICATIONSCG-23 INSULATE THE ROOM CEILING ABOVE FOR SOUND CONTROL
1 1/2" = 1'-0" A151CEILING SUSPENSION DETAIL A
1 1/2" = 1'-0" A151CEILING SUSPENSION DETAIL B
Mar
kD
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(D-M
-Y)
Des
crip
tion
1D
ate
1R
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ion
1
1
1
2
2
4
4
3
3
B B
A A
C C
D D
.
A
FS301
B
FS301
BISHOP
142
CLERK
105
ROOM
110
ROOM
115
ROOM
114
ROOM
116
ROOM
117
STAKE
PRESIDENT
134
TECH
103
VESTIBULE
137
VESTIBULE
107
FIRE RISER
111
ROOM
102
BISHOP
101
ROOM
106
ROOM
109
WOMEN'S
122
STORAGE
120
FAMILY
RESTROOM
140
CLERK
141
VESTIBULE
118
VESTIBULE
126
OVERFLOW
149
CULTURAL
CENTER
150
VOLLLEYBALL
STORAGE
157
EQUIP
PLATFORM
ACCESS
154
STORAGE
152
PLATFORM
151
MATERIALS
153
ROOM
119
ROOM
128
CLERK
144
BISHOP
143
SERVING
AREA
112
ROOM
133
CORRIDOR
113
ROOM
131
ORGAN
SPEAKER
CHAMBER
146
SUPPLY UP TO EQUIPMENT
PLATFORM AND ATTIC LEVEL
SLOPE PIPE UP AT 6" BELOW
CEILING (TYPICAL)
SUPPLY UP TO EQUIPMENT
PLATFORM AND ATTIC LEVEL
SLOPE PIPE UP AT 6" BELOW
CEILING (TYPICAL)
SUPPLY UP TO EQUIPMENT
PLATFORM AND ATTIC LEVEL
SLOPE PIPE UP AT 6" BELOW
CEILING (TYPICAL)
SUPPLY UP TO EQUIPMENT
PLATFORM AND ATTIC LEVEL
SLOPE PIPE UP AT 6" BELOW
CEILING (TYPICAL)
A
FS302
FIRE SPRINKLER LEGEND
PIPE SUPPORT
TS
VALVE TAMPER SWITCH
LT
LOW TEMPERATURE SENSOR
FIRE DEP. CONNECTION
PRESSURE GAUGEUPRIGHT HEAD ON LINE
FLOW SWITCH
FLEXIBLE COUPLING
SWAY BRACING
ANGLE VALVE
IT
CONCEALED PENDENT HEAD
BALL VALVE 2" & SMALLER
BUTTERFLY VALVE 2 1/2" & LARGER
INSPECTOR'S TEST VALVE
CONCEALED DRY PENDENT HEAD
SIDE DICHARGE ATTIC HEAD
DRY SIDEWALL HEAD RECESSED
SIDEWALL HEAD
SPRINKLER PIPING
SIDEWALL HEAD RECESSED
DRY SIDEWALL HEAD
PIPE DOWNPIPE UP
PIPE IN FLOOR STRUCTURE
PROVIDED BY DIVISION 28
FS
TYCO MODEL AP ATTIC UPRIGHT HEAD
SPRINKLER LINE
FED FROM ABOVE
LOW TEMPERATURE SENSOR
IN RISER ROOM. SEE FA101
FIRE DEPARTMENT CONNECTION
WITH LOCAL WATER FLOW ALARM
(ELECTRIC HORN/STROBE)
SEE FA101 FOR WIRING
WET PIPE FIRE SPRINKLER
SYSTEM RISER. SEE FS501
FIRE PUMP TEST HEADER
FOYER
108
RAMP
155
STORAGE
156
FONT
120
WOMAN'S
ADA
121
MEMBER
CUSTODIAL
123
MEN'S
124
MOTHER'S
ROOM
125
ROOM
129
ROOM
130
WAITING
132
HIGH
COUNCIL
136
CORRIDOR
135
FOYER
138
WAITING
139
CHAPEL
148
ROSTRUM
147
UNDERGROUND SUPPLY MAIN. SEE
SITE PLAN FOR CONTINUATION.
2/12/2018 3:51:44 P
M
FS101
MAIN LEVEL
FIRE SPRINKLER
PLAN
1/8" = 1'-0" FS101MAIN LEVEL FIRE SPRINKLER PLAN 1
1. INSTALL FIRE PROTECTION PIPING AS SHOWN,
WET-PIPE SYSTEM THROUGHOUT ALL AREAS
OF THE BUILDING.
2. USE DRY-BARREL TYPE SPRINKLERS IN
CANOPIES AND VESTIBULES WHEN SUPPLIED
FROM WET SYSTEM.
3. OBTAIN APPROVAL FOR PIPING CHANGES
FROM ARCHITECT AND ENGINEER.
4. RUN PIPING LEVEL OR SLOPED TO DRAIN AS
DESIGNATED IN NFPA 13.
5. THE FIRE SPRINKLER SYSTEM SHALL BE
DESIGNED PER THE REQUIREMENTS OF NFPA 13,
LIGHT HAZARD FOR THE MAIN LEVEL AND ATTIC
WITH THE EXCEPTION OF THE SERVING AREA,
MECHANICAL, ELECTRICAL AND JANITOR AREAS
WHICH SHALL BE DESIGNED AS ORDINARY
HAZARD GROUP 1, AND THE EQUIPMENT
PLATFORM THAT WILL BE DESIGNED AS
ORDINARY HAZARD GROUP 2.
GENERAL NOTES
6. SPRINKLER HEAD SPACING:
6.1. LIGHT HAZARD: 225 SQ. FT.
6.2. ORDINARY HAZARD: 130 SQ. FT.
6.3. ATTIC SPRINKLERS: PER HEAD LISTING.
7. SEE SITE PLAN FOR UTILITY CONNECTION
AND LOCATION OF FIRE HYDRANTS AND POST
INDICATING VALVE, IF REQUIRED BY THE
AUTHORITY HAVING JURISDICTION.
8. DO NOT ROUTE PIPING THRU STRUCTURAL
MEMBERS OR MECHANICAL DUCT WORK
EXCEPT AS SHOWN ON THE DRAWINGS.
9. SEE REFLECTED CEILING PLAN FOR EXACT
LOCATION OF SPRINKLER HEADS. SPRINKLER
HEADS DO NOT HAVE TO BE CENTERED IN THE
ONE FOOT ACOUSTICAL TILES.
10. COORDINATE WITH FRAMER FOR SHEAR-WALL
PENETRATIONS.
6.3. STANDARD SPRINKLERS IN ATTIC: 120 SQ.
FT. PER HEAD.
11. ALL SPRINKLERS SHALL BE QUICK-RESPONSE
TYPE.
12. ALL WET-PIPE SYSTEM COMPONENTS
(EXCEPT DRY SPRINKLERS) SHALL BE INSIDE
THE BUILDING INSULATION ENVELOPE.
13. ALL REQUIRED DRAINS SHALL FOLLOW NFPA 13
REQUIREMENTS. DRAIN VALVES SHALL BE
LOCATED TO PREVENT PUBLIC ACCESS AND
SHALL BE PIPED TO DISCHARGE OUTSIDE THE
BUILDING.
14. PROVIDE FIRE SPRINKLERS UNDER CANOPIES,
STAIRS, AND ROSTRUM ONLY IF REQUIRED BY
THE LOCAL FIRE MARSHAL. SPRINKLERS ARE
NOT REQUIRED WITHIN CANOPIES THAT ARE
FILLED WITH NON-COMBUSTIBLE INSULATION.
Evanston 3, 6, &
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Mark
Date
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Sheet
Sheet Title
Project Number
Plan Series
Property Number
Evanston W
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take
501092517010101
18-02
Stamp
Date
March 29, 2018
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FIRE SPRINKLER
RISER AND
DETAILS
FS501
Eva
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, 6
, &
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Revisions
Mark
Date
Description
Sheet
Sheet Title
Project Number
Plan Series
Property Number
Eva
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n W
Y S
ta
ke
501092517010101
18-02
Stamp
Date
March 29, 2018
72
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Evanston, W
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