Addendum No: 2 #2 R… · I. ASTM E 330 - Structural Performance of Exterior Windows, Curtain Walls and Doors. J. ASTM E 547 - Test Method for Water Penetration of Exterior Windows,

Purchasing Services Post Office Box 2570

Waco, Texas 76702-2570 Phone: 254 / 750-8405

Fax: 254 / 750-8063 [email protected]

CITY OF WACO www.waco-texas.com

Date: 3/2/2020 RFP No: 2020-005 Commodity: Fire Station #6 & Fire Administration Building Buyer: Kasey Gamblin

Closing Time: Part A, 2:00 P.M. CST, March 12, 2020 Closing Time: Part B, 2:00 P.M. CST, March 13, 2020

Opening Time, Part A and Part B, 2:01 P.M. CST, March 13, 2020

Proposal Opening Location: Operations Center, Purchasing Services Office, 1415 N. 4th St., Waco, TX 76707

______________________________________________________ Addendum No: 2

The above-mentioned Proposal invitation has been changed in the following manner. Sign and return addendum to the Purchasing Office by the closing time and date with your RFP response. Returning this page signed by your authorized agent will serve to acknowledge this change. All other requirements of the invitation remain unchanged. If you have any questions, please call or stop by the Purchasing Office at the above address. Addendum #2 contains answers for submitted questions and evaluations

of substitutions.

PLEASE SEE THE FOLLOWING PAGES BELOW

Firm:_____________________________________________________________________________________ Address___________________________________________________________________________________ Signature of Person Authorized to Sign Proposal:______________________________________________________________________ Signor's Name and Title (print or type):_____________________________________________________________________________ E-mail Address:____________________________________________________________________________ Date:____________________Telephone:___________________________Fax:_________________________

RFP 2020-005 Fire Station #6 & Fire Administration Building

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ARCHITECTURE PLANNING INTERIOR DESIGN

ADDENDUM NO. 2 – February 28, 2020 Acknowledge receipt of this addendum by inserting its number and date in your Proposal. Failure to do so may subject proposal to disqualification. This addendum forms a part of the contract documents. It modifies them as follows: ATTACHMENTS: Specifications Section: 086223 Revised sheets: A4.1, A6.1, A8.1, A8.2, E1.0, E3.2, E4.0 SPECIFICATIONS: 1. SECTION 081416 ‐ FLUSH WOOD DOORS; revise 2.1.A.1: “Masonite Doors.”

2. SECTION 081416 ‐ FLUSH WOOD DOORS; revise 2.3.A.2: “White Oak, Cherry”

3. SECTION 086223 ‐ TUBULAR DAYLIGHTING DEVICES; has been revised and is attached. DRAWINGS:

1. Sheet A4.1 – Roof plan revised to show locations of Solatube units.

2. Sheet A6.1 – Reflected ceiling plan revised to show type of Solatube shown at each location.

3. Sheet A8.1 – Revised door schedule and door type ‘C’.

4. Sheet A8.2 – Revised window types BB, CC, and EE.

5. Revised Electrical Sheets E1.0, E3.2, and E4.0 enclosed.

CLARIFICATIONS: 1. Door schedule shows opening A200, WD Dr & Alum Frame, no hardware set. Frame details show it to be Hollow metal opening. Don’t see on plans or in hardware schedule/sets. Not showing on room finish schedule either. RESPONSE: Door A200 is located from the catwalk to the roof of the Administration Building, shown on sheet 4/A2.3. This door shall be a hollow metal door with a hollow metal frame. Refer to revised door schedule. 2. Finish schedule shows Masonite wood doors P/S Cherry for Admin bldg. & P/S White Oak for Fire Station Wood door spec show Graham wood door both bldgs. P/S White Oak. Can you please let

◼ ◼ ◼

◼ ◼ ◼ rbdr PLLC ◼ Architects

913 Franklin Avenue, Suite 100

Waco, Texas 76701

Phone: 254-776-8380

Fax: 254-776-7390

City of Waco Fire Station #6 & Fire Administration Buildings

Waco, TX RBDR Project No. 18098


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ARCHITECTURE PLANNING INTERIOR DESIGN

me know which it is? RESPONSE: The finish schedule is correct. Graham White Oak is not used in either building. Refer to revised specifications. 3. Openings A111, A115, A116, A121, A124, A125, A110 & A120 are all alum frames with sidelights. Door schedule shows to be 7’ doors/frames, elev. CC & BB show the frames to be 8’-6” tall. RESPONSE: Window types BB, CC, and EE shall be 7’-2” to match door height. Refer to revised window types. 4. All rooms in section A call for WC-3 2” blinds. Some rooms have an exterior window. Just confirming that all windows in the rooms specified on the finish schedule in section A, whether interior or exterior will get 2” blinds. RESPONSE: Both interior and exterior get 2” blinds. Also, room B127 calls for WC-1. It has two exterior windows that will get shades. There is also one window next to the door. Does it get a shade, a 2” blind, or nothing? RESPONSE: This window gets a shade. 5. Solatubes are not shown of the Roof Plans. RESPONSE: Solatubes have been added to the roof plan. 7. Door A103a calls for type A storefront door and 20-minute rated. Storefront cannot be rated. Head and jamb details 2/A8.1 do not show a storefront door. Is door A103a to be storefront? RESPONSE: Door A103a is a 20-minutes rated wood door. Refer to revised door schedule. 8. Door Schedule Keyed Note #2 on A8.1 – This note calls for storefront doors A100, A103b, A103c, A126, B100a, B100b and B114 to be thermally insulated. Storefront door specs call for standard storefront doors and do not specify a “thermal” door. Please advise. RESPONSE: Keynote #2 removed from aluminum storefront doors; hollow metal doors are insulated. Refer to revised door schedule. SUBSTITUTIONS:

1. Scranton Products – this substitution is rejected.

2. A-Lert Roof Systems – this product substitution is rejected.

3. Eco Spec/Barrier One – this substitution is rejected.

4. Securock ExoAir 430 System – this substitution request has been rejected.

5. Carlisle Coatings & Waterproofing; Barritech VP – this substitution has been accepted and can added to the list of accepted manufacturers shown in the specifications.

END OF ADDENDUM NO. 2


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RBDR, PLLC - ArchitectsWaco, TX

Fire Station #6/Fire Administration BuildingWaco, Texas

RBDR Project No. 18098

SECTION 086223 - TUBULAR DAYLIGHTING DEVICES

GENERALPART 1 -

SECTION INCLUDES1.1

Tubular daylighting devices and accessories.A.

REFERENCES1.2

ASTM B 209 - Standard Specification for Aluminum and Aluminum-Alloy Sheet and Plate.A.

ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.B.

ASTM A 463/A 463M - Standard Specification for Steel Sheet, Aluminum Coated, by the HotC.Dip Process.

ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc Coated (Galvanized), byD.the Hot Dip Process.

ASTM A 792/A 792M - Standard Specification for Steel Sheet, 55% Aluminum-Zinc Alloy-E.Coated by the Hot-Dip Process.

ASTM E 108 - Standard Test Methods for Fire Tests of Roof Coverings.F.

ASTM E 283 - Test Method for Rate of Air Leakage Through Exterior Windows, Curtain Walls,G.and Doors Under Specified Pressure Differences Across the Specimen.

ASTM E 308 - Standard Practice for Computing the Colors of Objects by Using the CIEH.System.

ASTM E 330 - Structural Performance of Exterior Windows, Curtain Walls and Doors.I.

ASTM E 547 - Test Method for Water Penetration of Exterior Windows, Skylights, Doors andJ.Curtain walls by Cyclic Air Pressure Difference.

ASTM E 1886 - Standard Test Method for Performance of Exterior Windows, Curtain Walls,K.Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic PressureDifferentials.

ASTM E 1996 - Standard Specification for Performance of Exterior Windows, Curtain Walls,L.Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricane.

ASTM D 635 - Test Method for Rate of Burning and/or Extent of Time of Burning of Self-M.Supporting Plastics in a Horizontal Position.

ASTM D 1929 - Test Method for Ignition Properties of Plastics.N.

ASTM D 2843 - Standard Test Method for Density of Smoke from the Burning orO.Decomposition of Plastics.

ASTM F 1642 - Standard Test Method for Glazing and Glazing Systems Subject to AirblastP.Loading.

ASTM F 2912 - Standard Specification for Glazing and Glazing Systems Subject to AirblastQ.Loading.

AAMA/WDMA/CSA 101/I.S.2/A440 - Standard/Specification for Windows, Doors, and UnitR.Skylights; 2011

FM Standard 4431 - The Approval Standard for SkylightsS.

FEMA P-361 - Safe Rooms for Tornadoes and Hurricanes.T.

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ICC 500 - Standard for the Design and Construction of Storm Shelters.U.

UL 2108 - Low Voltage Lighting SystemsV.

Unified Facilities Criteria (UFC) 4-010-01, Change October 2013, DoD Minimum AntiterrorismW.Standards for Buildings,

ICC-ES AC-16 - Acceptance Criteria for Plastic Skylights; 2008.X.

IBC Section 1710 - Load Test Procedure for Wind Load Testing on Rooftop Daylight CollectingY.System - Structural Performance Testing - Devised by ATI PE); 2012

IBC Section 2606.7.2 - Installation - Diffuser Fall Out Test (Devised by PE); 2012Z.

OSHA 29 CFR - 1910.23 (e)(8) (Guarding Requirements for Skylights); 1926 Subpart M (FallAA.Protection); 1926.501(b)(4)(i); 1926.501(i)(2); 1926.501(b)(4)(ii).

PERFORMANCE REQUIREMENTS1.3

Daylight Reflective Tubes: Spectralight Infinity with INFRAREDuction Technology combinesA.ultra-high Visible Light reflectance with Ultra-low Infrared (IR) reflectance. Patented spectrally-selective optical surface yields an average total- and specular-reflectance greater than 99.5%percent for the Visible Light spectrum (400 nm to 700 nm) providing maximized visible lighttransmission and less than 25% reflectance for Infrared (IR) heat wavelengths (750 nm to 2500nm) for minimized heat transmission, resulting in a spectrally-selective Total Solar Spectrum(250 nm to 2500 nm) reflectance less than 37 percent, as measured using a Perkin ElmerLambda 1050 spectrophotometer with a Universal Reflectance Accessory. Color: a* and b*(defined by CIE L*a*b* color model) shall not exceed plus 2 or be less than minus 2 asdetermined in accordance to ASTM E 308.

SOLAMASTER 300 DS and 330 DS Daylighting System: (Suspended or Open Ceilings)B.

AAMA/WDMA/CSA 101/IS2/A440, Class CW-PG70 size tested 14 inch, Type TDDCC.1.

Air Infiltration Test: Air infiltration will not exceed 0.30 cfm/sf aperture with aa.pressure delta of 1.57 psf across the tube when tested in accordance with ASTM E283.Water Resistance Test:b.

Passes water resistance; no uncontrolled water leakage with a pressure1)differential of 10.7 psf (512 Pa) or 15 percent of the design load (whicheveris greater) and a water spray rate of 5 gallons/hour/sf for 24 minutes whentested in accordance with ICC-ES AC-16, ASTM E 547 and ASTM E 331.

Uniform Load Test: All units tested with a safety factor of (3) for positive pressurec.and (2) for negative pressure, acting normal to plane of roof in accordance withASTM E 330.

No breakage, permanent damage to fasteners, hardware parts, or damage1)to make system inoperable or cause excessive permanent deflection of anysection when tested at a Positive Load of 150 psf (7.18 kPa) or NegativeLoad of 60 psf (2.87 kPa) in accordance with ICC AC-16 Section A, orNegative Load of 70 psf (3.35 kPA) if tested per ICC AC-16 Section B.

Hurricane Resistance:d.

Meets Florida Building Code TAS, 201, TAS, 202 and TAS 203 for Impact1)and non-impact components.Meets ASTM E 1886 and ASTM E1996 for missile and cyclic pressure2)differential testing.

Fire Testing:e.

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When used with the Dome Edge Protection Band, all domes meet fire rating1)requirements as described in the International Building Code.Self-Ignition Temperature - Greater than 650 degrees F per ASTM D 1929.2)Smoke Density: Rating no greater than 450 per ASTM E 84 in way intended3)for use. Classification C.Rate of Burn and/or Extent: Maximum Burning Rate: 2.5 inches/min (624)mm/min) Classification CC-2 per ASTM D 635.Rate of Burn and/or Extent: Maximum Burn Extent: 1 inch Classification CC-5)1 per ASTM D 635.

SUBMITTALS1.4

Submit under provisions of Section 013000.A.

Product Data: Manufacturer's data sheets on each product to be used, including:B.

Preparation instructions and recommendations.1.Storage and handling requirements and recommendations.2.Data sheets showing roof dome assembly, flashing base, reflective tubes, diffuser3.assembly, and accessories.Installation requirements.4.

Shop Drawings. Submit shop drawings showing layout, profiles and product components,C.including rough opening and framing dimensions, anchorage, roof flashings and accessories.

Verification Samples: As requested by Architect.D.

Test Reports: Independent testing agency or evaluation service reports verifying complianceE.with specified performance requirements.

QUALITY ASSURANCE1.5

Manufacturer Qualifications: Engaged in manufacture of tubular daylighting devices forA.minimum 28 years.

DELIVERY, STORAGE, AND HANDLING1.6

Deliver products in manufacturer's original containers, dry, undamaged, seals and labels intact.A.

Store products in manufacturer's unopened packaging until ready for installation.B.

PROJECT CONDITIONS1.7

Maintain environmental conditions (temperature, humidity, and ventilation) within limitsA.recommended by manufacturer for optimum results. Do not install products underenvironmental conditions outside manufacturer's absolute limits.

WARRANTY1.8

Daylighting Device: Manufacturer's standard warranty for 10 years.A.

PRODUCTSPART 2 -

MANUFACTURERS2.1

Manufacturers: Subject to compliance with requirements, available manufacturers offeringA.products that may be incorporated into the Work include, but are not limited to, the following:

Basis-of-Design Product: Subject to compliance with requirements, provide product indicatedB.on Drawings or comparable product by one of the following:

Solatube International, Inc. 1.

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TUBULAR DAYLIGHTING DEVICES2.2

Tubular Daylighting Devices General: Transparent roof-mounted skylight dome and self-A.flashing curb, reflective tube, and ceiling level diffuser assembly, transferring sunlight to interiorspaces; complying with ICC AC-16.

SolaMaster Series: Solatube Model 300 DS: 14 Inch Daylighting System and Solatube ModelB.330 DS: 21 Inch Daylighting System:

Model:1.

Solatube Model 300 DS-C Closed (Penetrating) Ceiling, AAMA Type TDDCC.a.Solatube Model 330 DS-C Closed (Penetrating) Ceiling, AAMA Type TDDCC.b.

Capture Zone:2.

Roof Dome Assembly: Transparent, UV and impact resistant dome with flashinga.base supporting dome and top of tube.

Outer Dome Glazing: Type DA, 0.125 inch minimum thickness impact1)resistant injection molded acrylic classified as CC2 material; UV inhibiting(100 percent UV C, 100 percent UV B and 98.5 percent UV A), impactmodified acrylic blend.

Raybender 3000: Variable prism optic molded into outer dome toa)capture low angle sunlight and limit high angle sunlight.

Tube Ring: Attached to top of base section; 0.090 inch nominal thickness2)injection molded high impact acrylic; to prevent thermal bridging betweenbase flashing and tubing and channel condensed moisture out of tubing.Dome Seal: Polyethylene foam seal, black, 0.13 inch thick by 14.62 (3713)mm) diameter, 2 PCF polyethylene foam.LightTracker Reflector, made of aluminum sheet, thickness 0.015 inch with4)Spectralight Infinity. Positioned in the dome to capture low angle sunlight.

Flashings:b.

Roof Flashing Base:1)

One Piece: One piece, seamless, leak-proof flashing functioning asa)base support for dome and top of tube. Sheet steel, corrosionresistant conforming to ASTM A 653/A 653M or ASTM A 463/A 463Mor ASTM A792/A 792M, 0.028 inch plus or minus .006 inch (.015 mm)thick.

Base Style: Type FC, Curb Cap, with inside dimensions of 27 inches by 272)inches to cover curb as specified in Section 076000 - Flashing and SheetMetal.

Transfer Zone:3.

Extension Tubes: Aluminum sheet, thickness 0.015 inch.a.

Reflective Tubes:1)

Reflective Extension Tubes: Type EXX, extension tubes with totala)length of run as indicated on the Drawings.Reflective angle adapter tube (standard top and bottom tubes),b)providing up to a 30-degree angle adjustment.Interior Finish: Spectralight Infinity with INFRAREDuction Technologyc)combining ultra-high Visible Light reflectance with Ultra-low Infrared(IR) reflectance.

Delivery Zone:4.

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Ceiling Ring: Injection molded impact resistant acrylic. Nominal thickness is 0.110a.inches.Ceiling Ring Seal: Polyethylene foam seal, white, 0.25 inch wide by 0.19 inch high,b.2 PCF polyethylene foam with low-tack pressure sensitive adhesive. Upperglazing: PET GAG plastic with EPDM low density sponge seal to minimizecondensation and bug, dirt, and air infiltration per ASTM E283. The nominalthickness is 0.039 inches.

Natural Effect Lens: Type LN.1)

Diffuser Assemblies for Tubes Penetrating Ceilings: Ceiling mounted boxc.transitioning from round tube to square ceiling assembly, supporting lighttransmitting surface at bottom termination of tube 23.8 inches by 23.8 inchessquare frame to fit standard suspended ceiling grids or hard ceilings.

Metal Transition Box: Type TM, Round to Square transition box comprised1)of Spectralight Infinity SoftLight material with structured finish on exposedreflective surface, .015in (0.4mm) thick. Color: a* and b* (defined by CIEL*a*b* color model) shall not exceed plus 2 or be less than minus 2 asdetermined in accordance to ASTM E 308.Lens: Type L1 OptiView Fresnel lens design to maximize light output and2)diffusion with extruded aluminum frame and EPDM foam seal to minimizecondensation and bug, dirt and air infiltration per ASTM E 283. Visible LightTransmission shall be greater than 90 percent at 0.022 inch thick. Classifiedas CC2.

ACCESSORlES2.3

Fasteners: Same material as metals being fastened, non-magnetic steel, non-corrosive metalA.of type recommended by manufacturer, or injection molded nylon.

Suspension Wire: Steel, annealed, galvanized finish, size and type for application and ceilingB.system requirement.

Sealant: Polyurethane or copolymer based elastomeric sealant as provided or recommendedC.by manufacturer.

EXECUTIONPART 3 -

EXAMINATION3.1

Do not begin installation until substrates have been properly prepared.A.

Examine openings, substrates, structural support, anchorage, and conditions for complianceB.with requirements for installation tolerances and other conditions.

If substrate and rough opening preparation is the responsibility of another installer, notifyC.Architect of unsatisfactory preparation before proceeding.

PREPARATION3.2

Clean surfaces thoroughly prior to installation.A.

Coordinate requirements for power supply, conduit and wiring.B.

Prepare surfaces using the methods recommended by the manufacturer for achieving the bestC.result for the substrate under the project conditions.

INSTALLATION3.3

Install in accordance with manufacturer's printed instructions.A.

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Coordinate installation with substrates, air and vapor retarders, roof insulation, roofingB.membrane, and flashing to ensure that each element of the Work performs properly and thatfinished installation is weather tight.

Install flashing to produce weatherproof seal with curb and overlap with roofing system1.termination at top of curb.Provide thermal isolation when components penetrate or disrupt building insulation. Pack2.fibrous insulation in rough opening to maintain continuity of thermal barriers.Coordinate attachment and seal of perimeter air and vapor barrier material.3.

Where metal surfaces of tubular unit skylights will contact incompatible metal or corrosiveC.substrates, including preservative-treated wood, provide permanent separation asrecommended by manufacturer

Align device free of warp or twist, maintain dimensional tolerances.D.

CLEANING3.4

Clean exposed surfaces according to manufacturer's written instructions. Touch up damagedA.metal coatings and finishes. Remove excess sealants, glazing materials, dirt, and othersubstances.

PROTECTION3.5

Protect installed products until completion of project.A.

Touch-up, repair or replace damaged products before Substantial Completion.B.

END OF SECTION

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1 ROOF PLAN - 'A'SCALE: 3/16" = 1'-0"ADMINISTRATION BUILDING

R.D. R.D.

R.D. R.D.

R.D.

E.S.

R.D.

E.S.

R.D.

R.D.

E.S.

E.S.

R.D.O.D.

O.D.O.D.

O.D. O.D.

R.D.O.D.

RTU

RTU

RTU

RTU

1.

PRE-FINISHED METAL GUTTER.2.

3.

4.

GENERAL NOTES: LEGEND KEYED NOTES: 1.

2.

3.

#

4.

PRE-FINISHED METAL DOWNSPOUT TO MATCH WALL COLOR. SHALL BE SURFACEDISCHARGED; PROVIDE SPLASH BLOCKS WHERE NEEDED.

PRE-FINISHED MANUFACTURED CANOPY.

REFER TO MEP DRAWINGS FOR ROOF TOP PIPE AND VENT PENETRATIONS(CONTRACTOR RESPONSIBLE FOR FLASHING ALL PENETRATIONS WHETHER SHOWN ONTHIS PLAN OR NOT).

VENT THRU ROOF; REFER TO PLUMBING DRAWINGS (PAINT TOMATCH ROOF)

V.T.R.

EXHAUST FAN; REFER TO MECHANICAL DRAWINGSE.F.

DOWN SPOUTD.S.

DOWNWARD SLOPE

PAINT ALL ROOF PENETRATIONS @ METAL ROOF TO MATCH ROOF COLOR.

ALL METAL GUTTERS AND DOWNSPOUTS SHALL BE PRE-FINISHED; COLOR TO BESELECTED.

ROOF SLOPES AT SINGLE PLY ROOFING SHALL BE MINIMUM 1/4" PER FOOT. ROOFSLOPES AT METAL ROOFS ARE AS NOTED.

PRE-FINISHED METAL CAP; COLOR AS SELECTED BY ARCHITECT.ALL PENETRATIONS AT THE ROOF SHALL BE FLASHED PER ROOF MANUFACTURER INLINEWITH WARRANTY DETAILS.

AT SINGLE PLY ROOFING, PROVIDE WALK PADS FROM ROOF HATCH TO ROOF DRAINSAND ALL SERVICEABLE SIDES OF ALL ROOF TOP MECHANICAL EQUIPMENT.

SINGLE-PLY ROOFING MEMBRANE SYSTEM: TYPICAL COLOR WHITEUNLESS SPECIFICALLY NOTED OTHERWISE

OVERFLOW ROOF DRAIN

VERIFY ROOF DRAIN LOCATIONS WITH STRUCTURE. PROVIDE DRAIN SUMP AT ALL ROOFDRAINS; REFER TO 3/A8.7.

PRE-FINISHED STANDING SEAM METAL ROOFING

ROOF DRAIN

O.D.

R.D.

30" X 36" ROOF HATCH; PROVIDE CRICKETS AT HIGH SIDES; REFER TO 2/A8.7.

ROOF TOP UNIT; REFER TO MECHANICAL DRAWINGS FOR ROOFCURB; PROVIDE CRICKET AT HIGH SIDE FOR POSITIVE DRAINAGE.LOCATE UNITS SUCH THAT MAINTENANCE CAN BE PERFORMED.

RTU

EMERGENCY SCUPPER; REFER TO 20/A8.6 FOR TYPICAL DETAILE.S.REFER TO ELEVATION SHEET A3.3 AND A3.4 FOR HOW DOWNSPOUTS ARE DISCHARGEDAND THEIR LOCATIONS.

DASHED LINE REPRESENTS FACE OF WALL/COLUMN BELOW.

REFER TO SHEET A0.0 FOR GENERAL NOTES TO APPLY TO THIS SHEET ALSO.

ALL WORK MUST MEET ALL MANUFACTURER'S WARRANTY REQUIREMENTS.

REFER TO PLUMBING DRAWINGS FOR GAS LINES RUNNING ABOVE ROOF. PREPARE,PRIME, AND PAINT ALL GAS AND OTHER STEEL PIPES LOCATED ABOVE ROOF. PLACEPIPE SUPPORTS ON PROTECTION PADS AS RECOMMENDED BY ROOF MANUFACTURER.

5.

6.

7.

8.

9.

10.

11.

5.

6.

THERE SHALL BE NO PARAPET AT THIS ROOF EDGE; ENSURE ALL EDGES EQUAL HEIGHTFOR A CONTINUOUS TOP OF WALL ELEVATION; REFER TO REFERENCED SECTIONS.

REFURBISHED SIGNAGE SUPPLIED BY OWNER; INSTALLED BY CONTRACTOR.7.

8. MCM PARAPET CAP BY MCM PANEL MANUFACTURER.

9. LINE OF BRICK/BUILDING BELOW.

10.

ALTERNATE #2 - SOLAR PANELS SECURED TO STANDING SEAM ROOF; RE: ELECTRICALDRAWINGS.

11.

TUBULAR DAYLIGHTING DEVICE (SOLATUBE 300DS/330DS WITHOPTIVIEW LENS OR EQUAL) COORDINATE EXACT PLACEMENT OFROOFTOP UNIT WITH MECHANICAL EQUIPMENT AND STRUCTURE.

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1 REFLECTED CEILING PLAN - 'A'SCALE: 3/16" = 1'-0"ADMINISTRATION BUILDING

CORRIDORA130

1

PLAN NORTH

TRUE NORTH

LOBBYA100

MENSA101

WOMENSA102

COMMUNITY ROOMA103

STORAGEA104

JANITORA108

A/VA107

DATAA105

SECURE STORAGEA109

VIEWINGA112

INTERVIEWA113

SHOWERA119

ASSISTANTA114

OFFICEA115

OFFICEA116

OFFICEA121

OFFICEA111

OFFICEA124

OFFICEA125

OPEN OFFICEA110

CONFERENCEA122

BREAK ROOMA129

ELECTRICALA132 TOILET

A131

TOILETA133

WORKROOMA134

ASSISTANTA123

ASSISTANTA117

CORRIDORA120

CORRIDORA126

STORAGEA128

STORAGEA127

CORRIDORA118

VESTIBULEA106

2A3.2

2A3.1

1A3.1

1A3.2

1A5.1

2A5.1

2A5.4

3A5.4

4A5.4

1A5.4

GENERAL NOTES: KEYED NOTES: X LEGEND 1.

THIS ROOM/AREA SHALL HAVE NO CEILING AND BE EXPOSED TO STRUCTURE ABOVE WITHSPIRAL DUCT WORK. ALL EXPOSED STRUCTURE, DECKING, CONDUITS, ETC. TO BE PAINTEDP.7.

2.1.

REFER TO ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR LOCATIONS OF LIFE SAFETYDEVICES & LIGHT FIXTURE SCHEDULE.PROVIDE ACCESS PANELS IN ALL GYPSUM BOARD CEILINGS SYSTEMS. WHERE REQUIREDFOR MECHANICAL. REFER TO MECHANICAL DRAWINGS FOR SIZES.

THESE DRAWINGS SHOW A GENERAL INTENT TO RECEIVE A QUALITY FINISHED PRODUCT.CONTRACTOR SHALL BE RESPONSIBLE TO INCLUDE ALL ITEMS REQUIRED TO COMPLETEPROJECT IN A FINISHED MANNER, WHETHER ALL CONDITIONS ARE SHOWN OR NOT.

WHERE FIXTURE IS NOT DIMENSIONED, CONTRACTOR TO CENTER FIXTURE IN THE ROOM.

3. CEILING HEIGHT SHALL BE 10'-0" A.F.F., UNLESS NOTED OTHERWISE. ANY CEILING HEIGHTSGIVEN ON REFLECTED CEILING PLAN ARE TO FINISH MATERIAL. ALL CEILING HEIGHTSSHALL BE CONFIRMED WITH OWNER AND ARCHITECT IF NOTED HEIGHT CAN NOT BEACHIEVED DUE TO EXISTING CONDITIONS.

4.

5.

6.

ALL WORK TO CONFORM TO CITY OF WACO 2015 INTERNATIONAL CONSTRUCTIONCODES AND 2012 TEXAS ACCESSIBILITY STANDARDS. FOR ACCESSIBILITY GUIDELINES ANDSTANDARDS, REFER TO SHEET A001 AND WEBSITE:http://www.license.state.tx.us/ab/abtas.htm FOR COMPLETE TAS DOCUMENT.

2.

VERIFY & COORDINATE ALL MECHANICAL SUPPLY & RETURN AIR GRILLE LOCATIONS WITHMECHANICAL PLAN.FOR ALL EXIT LIGHTS, REFER TO ELECTRICAL DRAWINGS.FOR ALL SUSPENDED LIGHT FIXTURES, HEIGHTS OF FIXTURES NEED TO BE VERIFIED ON SITEWITH ARCHITECT AND OWNER. HEIGHTS LISTED BELOW ARE ESTIMATED HEIGHTS. BUT DUE TOFIXTURE CHANGES & CEILING HEIGHT CHANGES & VARIATIONS, ACTUAL FIXTURE HEIGHTSMAY VARY FROM WHAT IS WRITTEN BELOW. VERIFY BEFORE FABRICATION OF LIGHTS.

3.

7.

8.9.

LAY-IN SUSPENDED ACOUSTICAL PANELS SAP.1

1'X4' RECESSED FLANGED SEALED LED FIXTURE; RE:ELECTRICAL DRAWINGS

1'X4' LED STRIP LIGHT; RE: ELECTRICAL DRAWINGS

RECESSED CAN FIXTURE; RE: ELECTRICAL DRAWINGS

SUPPLY DIFFUSERS; RE: MECHANICAL DRAWINGS

RETURN/EXHAUST DIFFUSERS; RE: MECHANICAL DRAWINGS

CL CENTER LINE MARKER

2'x4' LAY-IN LED FIXTURE; RE: ELECTRICAL DRAWINGS

LED STRIP LIGHTS UNDER UPPER CABINETS.REFER TO MILLWORK ELEVATIONS AND SECTIONS

10.PROVIDE BLOCKING AS NEEDED AT ALL PENDANT MOUNT, SURFACE MOUNT, AND WALLMOUNT LIGHT FIXTURES.

WHERE CEILINGS ARE SHOWN TO ALIGN WITH WALLS, ALIGN AS SHOWN.11.

GYPSUM FURR DOWN TO BE PAINTED P.6. CENTER LIGHT FIXTURE IN FURR DOWN ASSHOWN, UNLESS DIMENSIONED OTHERWISE.

1" PRE-FINISHED FLUSH METAL SOFFIT PANEL

5/8" GYPSUM BOARD OVER GYPSUM SUSPENSION SYSTEM -OR - 5/8" GYPSUM BOARD OVER METAL STUD FRAMING(USE 5/8" WATER RESISTANT GYPSUM BOARD IN WET AREAS)

4.CENTER FIXTURE IN ROOM.

5.

LIGHT FIXTURES IN THIS ROOM TO BE HUNG FROM STRUCTURE ABOVE W/ BOTTOM OFFIXTURE AT 10'-0" A.F.F.

6.

THIS ROOM/AREA SHALL HAVE NO CEILING AND BE EXPOSED TO STRUCTURE ABOVE.

EXTERIOR WALL PACK; RE: ELECTRICAL DRAWINGS

12. WHERE FURR DOWNS ARE SHOWN TO ALIGN WITH WALLS, ALIGN AS SHOWN.

LINEAR LIGHT/ACOUSTICAL FIXTURE; RE: ELECTRICAL DRAWINGS

EXTERIOR FLUSH MOUNT LED FIXTURE; RE: ELECTRICALDRAWINGS

RECESSED CAN FIXTURE; RE: ELECTRICAL DRAWINGS

SUSPENDED LINEAR FIXTURE; RE: ELECTRICAL DRAWINGS

SUSPENDED PENDENT LIGHT; RE: ELECTRICAL DRAWINGS

INDIRECT COVE LIGHTING; RE: ELECTRICAL DRAWINGS

WALL MOUNTED LIGHT; RE: ELECTRICAL DRAWINGS

WALL SCONCE; RE: ELECTRICAL DRAWINGS

TUBULAR DAYLIGHTING DEVICE (SOLATUBE 300DS/330DSWITH OPTIVIEW LENS OR EQUAL)

2" THICK BLACK FIBERGLASS ACOUSTIC INSULATION SECURED TO BOTTOM OF DECK(OWENS CORNING "SELECT SOUND BLACK ACOUSTIC BLANKET" OR APPROVED EQUAL).

ARMSTRONG AXIOM INDIRECT LIGHT COVE TRIM OR APPROVED EQUAL; RE: ELECTRICALDRAWINGS.

7.

SURFACE MOUNTED LIGHT FIXTURE SHALL BE MOUNTED CENTERED ABOVE DOOR.8.METAL COMPOSITE MATERIAL SOFFIT PANEL.9.METAL COMPOSITE MATERIAL PANEL JOINTS. VERTICAL JOINTS SHALL BE 2'-0" FROMRADIUS EDGE. HORIZONTAL JOINTS SHALL ALIGN WITH VERTICAL JOINTS AS SHOWN ANDDIMENSIONED. REFER TO ELEVATIONS.

10.

PANTRY CEILING TO SLOPE AND MATCH ROOF SLOPE; REFER TO PARTITION TYPE 'P' ONSHEET LS2.3. SURFACE MOUNTED LIGHT FIXTURE SHALL BE MOUNTED CENTERED ABOVEDOOR.

11.

1/2" THICK STAIN GRADE VENEERED PLYWOOD FINISH; SPECIES CHERRY; STN.1. PROVIDETYPICAL 2'-6" WIDE PANELS WITH 1/2" REVEALS BETWEEN AS DETAILED. WHERE LIGHTFIXTURES ARE SHOWN RECESSED IN PANELS, CENTER IN PANEL.

12.

13. CENTER LIGHT FIXTURE IN SHOWER AS SHOWN.14. COORDINATE OVER HEAD DOOR TRACK LOCATION WITH FINAL PLACEMENT OF CEILING

MOUNTED FIXTURES.

2"x2" TILE OVER 5/8" WATER RESISTANT GYPSUM BOARDOVER METAL STUD FRAMING

SUSPENDED PENDENT RING LIGHT; RE: ELECTRICAL DRAWINGS

CEILING FAN; RE: ELECTRICAL DRAWINGS

15. LIGHT FIXTURES TO BE PAINTED AN RAL COLOR; VERIFY COLOR SELECTION WITH ARCHITECT.

9'-6" AFF

9'-0" AFF

9'-0" AFF

9'-0" AFF

8'-0" AFF10'-0" AFF

9'-0" AFF

9'-0" AFF

10'-0" AFF

10'-0" AFF

12'-0" AFF

12'-0" AFF

12'-2" AFF

12'-2" AFF

13'-4" AFF

10'-6" AFF

1A5.5

2A5.1

2A5.5

1A5.1

9A8.7

6A8.7

7A8.7

14A8.7

10'-0" AFF

10'-0" AFF

8'-0" AFF 8'-0" AFF

10'-0" AFF

10'-0" AFF10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

10'-0" AFF

1'-0"

3'-0"

Ø12'-0"

EQ EQ EQ EQ

EQ EQ EQ EQEQ

EQ3'

-6"

EQEQ

EQ 4'-0" EQ

EQEQ

EQ 4'-0" EQ

EQEQ

EQ

EQEQ

EQ EQ

EQ 5'-0" EQ

2'-6

"5'

-0"

5'-0

"

1

1

3

3

8 8

2

4

4

3

5'-0"6'-0"6'-0"

EQEQ

9

9

2A6.1

10

10

TYP.

TYP.

2'-0"

EQUAL

EQUAL

2'-0"

10

10

2'-0

"

EQUA

L

EQUA

L

2'-0

"

10'-0" AFF

9'-6" AFF

10'-0" AFF

10'-0" AFF

10'-0

" AFF

9'-6

" AFF

12

12

13

10A8.7

13A8.7

7A8.7

15

15

15 P.5

P.4

P.5

P.6

P.6

P.6

P.6

SAP.2

9'-0" AFF

EQ

EQ 4'-0" EQ

330DS

300DS 300DS 300DS 300DS 300DS

300DS 300DS

300DS

300DS

300DS

300DS300DS300DS

300DS

300DS

300DS

300DS

300DS

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

1'-0"

1'-0"

1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"1'-10"

R10'-6"

R14'-6"

2'-3

"2'

-3"

2'-3

"2'

-3"

2'-0

"2'

-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

1'-10

"

1'-10"

1'-10"

1'-10"

1'-10"1'-10"1'-10"

2 ENLARGED FRONT CANOPYSCALE: 1/4" = 1'-0"ADMINISTRATION BUILDING

1'-10" 1'-10" 1'-10" 1'-10"1'-10"

1'-10"

1'-10"

R14'-

6"

2'-0"2'-0"

2'-0"

2'-0"2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

1'-0"

R10'-6"

A6.1

RSMDrafted By:

Checked By:

Date Drawn:

Project #:

REV

#D

ATE

REV

ISIO

N D

ESC

RIPT

ION

JANUARY 2020

18098

KB

CITY

OF

WA

CO

FIRE

STA

TION

#6/

FIRE

ADM

INIS

TRA

TION

BUI

LDIN

GW

AC

O, T

X

12/

28/2

020

AD

DEN

DUM

#2


11 of 16

HOLLOW METAL; PAINTE

thk.Number

type mtl. width

Door

height

Frame

headmtl. sillNotesFire Rating

Label

DOOR SCHEDULE

A101 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A103b B ALUM 3'-0" 7'-10" 1 3/4" ALUM 1/A8.5 - 1/A8.1 - 1

A103c B ALUM 3'-0" 7'-10" 1 3/4" ALUM 1/A8.5 - 1/A8.1 - 1

A104 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - - -

A105 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - - 4

A102 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A103a C WD 6'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. 1, 3

A107 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - - 4

A108 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - - 4

A109 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A111 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - 20 MIN. -

A112 C WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A113 C WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A115 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - 20 MIN. -

A116 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - 20 MIN. -

A118 C WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - - 4, 5

A119 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A120 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - - 4

A122b C WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A125 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - 20 MIN. -

A127 D WD 6'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. 3

AALUMINUM

STOREFRONT DOOR

WIDE STILE DOORRAILS

MINIMUM BOTTOMRAIL PER TAS 404.2.10

10"

C H

DOOR SCHEDULE KEYED NOTES1

NOTE: REFER TO PROJECT MANUAL FOR DOOR HARDWARE. REFER TO FINISH SCHEDULE FOR PAINT COLORS ATHOLLOW METAL DOORS AND FRAMES.

THIS DOOR SHALL BE THERMALLY INSULATED WITH WEATHER SEALS.2

PAIR OF DOORS WITH EQUAL LEAFS3

STANDARD DETAILS BY ALUMINUM STOREFRONT MANUFACTURER.

UPWARD ACTING SECTIONAL DOORW/ INSULATED METAL PANELS AND

INSULATED GLASS

G

ENSURE ANY EXIT DEVICEMOUNTING HEIGHTS MEETTAS AND DO NOT CONFLICTWITH VISION PANEL

jamb

4

DSOLID CORE WOODDOOR; PRE-FINISHED

VISION WINDOWMAXIMUM 43"A.F.F. PER TAS

3'-6

"6"

8" 7"

FINISH ASSPECIFIED ONFINISH SCHEDULE

1/4" CLEAR, TEMPEREDGLASS INFILL; PROVIDE FIRERATED GLAZING WHERELOCATED IN RATED WALL

FINISH AS SPECIFIED ONFINISH SCHEDULE

3'-0

"

DOOR ABBREVIATION KEYWD WOOD

ALUM ALUMINUM

HM HOLLOW METAL

STEL STEEL

DOOR TYPES

A129 C WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A131 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A132 E HM 3'-0" 7'-0" 1 3/4" HM 1/A8.8 1/A8.1 - 2, 4

A133 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A134 C WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - - -

ALUMINUM ANODIZEDDARK BRONZE

PANIC HARDWAREBEYOND AS SPECIFIED INHARDWARE SCHEDULE

1" INSULATED GLASS INFILLAT EXTERIOR DOORS. 1/4"CLEAR, TEMPERED GLASSINFILL ON INTERIOR

SOLID CORE WOODDOOR; PRE-FINISHED

thk.Number

type mtl. width

Door

height

Frame

headmtl. sillNotesFire Rating

Label

DOOR SCHEDULE

jambB100a A ALUM 3'-0" 7'-0" 1 3/4" ALUM 13/A8.6 20/A8.3 1/A8.1 - 1

B100b A ALUM 3'-0" 7'-0" 1 3/4" ALUM 6/A8.6 1/A8.4 1/A8.1 - 1, 4

B101 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - 4

B102 E HM 3'-0" 7'-0" 1 3/4" HM 20/A8.7 17/A8.3 1/A8.1 - 2, 4

B103 E HM 3'-0" 7'-0" 1 3/4" HM 20/A8.7 17/A8.3 1/A8.1 - 2, 4

B104 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B105 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B106 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B107 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B108 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B109 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B110 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B111 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B112 F HM 3'-0" 7'-0" 1 3/4" HM 1/A8.8 1/A8.1 - 2, 4

B113a C WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B113b G STEL 10'-0" 8'-0" - STEL 3/A8.8 - - -

B114 A ALUM 3'-0" 7'-0" 1 3/4" ALUM 8/A8.6 4/A8.4 SIM 1/A8.1 - 4

B115 E HM 3'-0" 7'-0" 1 3/4" HM 5/A8.8 12/A8.4 - - -

B116a F HM 3'-0" 7'-0" 1 3/4" HM 5/A8.1 5/A8.1 - - -

B116b E HM 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B118 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B120a C WD 4'-0" 7'-0" 1 3/4" HM 5/A8.6 SIM - - -

B120b F HM 4'-0" 7'-0" 1 3/4" HM 5/A8.6 5/A8.1 - - 2

B124 C WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B125 C WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - 4

B126 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B127 C WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B128a D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B128b D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B129 D WD 3'-0" 7'-0" 1 3/4" HM 4/A8.1 4/A8.1 - - -

B133a H STEL 13'-8" 14'-0" - STEL 16/A8.6 15/A8.6 - -

B133e F HM 3'-0" 7'-0" 1 3/4" HM 4/A8.8 1/A8.1 - 2, 4

THIS DOOR, PROVIDE CONDUIT AND BACK BOX AS INDICATED ON ELECTRICAL DRAWINGS FOR ACCESSCONTROL SYSTEM.

BUILDING 'A' (Administration Building)

A128 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - - -

A100 A ALUM 6'-0" 7'-0" 1 3/4" ALUM 5/A8.5 17/A8.3 1/A8.1 - 1, 3, 4

A121 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - 20 MIN. -

2/A8.13/A8.1

A126 A ALUM 3'-0" 7'-0" 1 3/4" ALUM 19/A8.5 - - 1, 4

A110 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - - 4

A122a C WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 2/A8.1 - 20 MIN. -

A124 D WD 3'-0" 7'-0" 1 3/4" ALUM 2/A8.1 - 20 MIN. -

BUILDING 'B' (Fire Station)

BALUMINUM

STOREFRONT DOOR

PROVIDE POWDERCOAT FINISH ONMETAL PANELSECTIONS; PANELSSHALL BE INSULATED

PROVIDE FULL RISEVERTICAL TRACK

PROVIDE POWDERCOAT FINISH ON DOORAND ASSOCIATEDTRACKS/FRAMINGAND ALL HARDWARE

ALUMINUM STILES ANDRAILS SHALL BE FILLEDWITH POLYURETHANEINSULATION1" INSULATED LOW-EGLASS INFILL


PROVIDE FULL RISEVERTICAL TRACK

PROVIDE POWDERCOAT FINISH ON DOORAND ASSOCIATEDTRACKS/FRAMINGAND ALL HARDWARE

ALUMINUM STILES ANDRAILS SHALL BE FILLEDWITH POLYURETHANEINSULATION

1/2" INSULATED LOW-EGLASS INFILL


UPWARD ACTING SECTIONAL DOORW/ METAL PANELS AND INSULATED

GLASS

HOLLOW METAL; PAINTF

PROVIDE DOOR RELEASE CONNECTED TO PUSH BUTTON AT RECEPTION DESK. PROVIDE POWER ANDCONDUITS AS REQUIRED.

5

B133b H STEL 13'-8" 14'-0" - STEL 16/A8.6 15/A8.6 - -

B133c H STEL 13'-8" 14'-0" - STEL 16/A8.6 15/A8.6 - -

B133d H STEL 13'-8" 14'-0" - STEL 16/A8.6 15/A8.6 - -

A200 E HM 3'-0" 5'-6" 1 3/4" HM 1/A8.8 18/A8.7 SIM 6/A8.8 - -

15/A8.316/A8.3

2/A8.13/A8.1

2/A8.13/A8.1

2/A8.13/A8.1

2/A8.13/A8.1

2/A8.13/A8.1

2/A8.13/A8.1

2/A8.13/A8.1

8/A8.49/A8.48/A8.49/A8.48/A8.49/A8.48/A8.49/A8.4

13/A8.414/A8.4

11/A8.410/A8.4

18/A8.719/A8.7

18/A8.719/A8.7

3/A8.42/A8.8

B117a E HM 3'-0" 7'-0" 1 3/4" HM 5/A8.1 5/A8.1 - - -

B117b F HM 3'-0" 7'-0" 1 3/4" HM 5/A8.1 5/A8.1 - - -

1"1'

-10"

1"

1" 2'-10" 1"

WIDE STILE DOORRAILS

ALUMINUM ANODIZEDDARK BRONZE

1" INSULATED GLASSINFILL AT EXTERIORDOORS. 1/4" CLEAR,TEMPERED GLASSINFILL ON INTERIOR

2'-0

" KICKPLATE

1

2

2

2

2

2

2

2

2

4 DOOR DETAILSSCALE: 1 1/2" = 1'-0"

5/8" GYPSUMWALL BOARD

5/8" GYPSUM WALL BOARD

ACOUSTICAL BATT INSULATION(AS CALLED FOR ON INTERIORPARTITION TYPES)

HOLLOW METAL FRAMEAS SCHEDULED

HOLLOW METAL DOOR ASSCHEDULED

PROVIDE DOUBLESTUDS AT JAMBMETAL STUDS @ 16" O.C. MAX.

METAL STUDS @16" O.C. MAX.

HOLLOW METALFRAME AS SCHEDULED

HOLLOW METALDOOR AS SCHEDULED

ACOUSTICAL BATT INSULATION(AS CALLED FOR ON INTERIORPARTITION TYPES)

JAMB

HEADHOLLOW METALDOOR & FRAME

RADIUS CORNERS, TYPICAL

8" C.M.U. LINTEL, FILL W/ PEAGRAVEL CONC., EXTENDMIX 8" TO EACH SIDE

RE:P

LAN

2"

4"

RE: FLOOR PLAN FORC.M.U. SIZE

SEALANT

FILL JAMB WITH GROUT

DOOR AS SCHEDULED

HOLLOW METALDOOR FRAME

JAMB ANCHORS

HORIZ. REINFORCING -RE: STRUCTURAL

RE: FLOOR PLANFOR C.M.U. SIZE

RADIUS CORNERS,TYPICAL

#5 BAR DOWEL INTO SLABBELOW @ BEAM ABOVE CELLSFILL W/ PEA GRAVEL CONC.

JAMB

HEAD

5 DOOR DETAILSSCALE: 1 1/2" = 1'-0"1 TYP. TRESHOLDS

SCALE: 3" = 1'-0"

RE:P

LAN

DOOR JAMB DOOR HEAD

RE: PLAN

2"

ALUMINUMTHRESHOLD SETIN MASTIC

SILL @ EXTERIOR HOLLOW METAL DOOR

SILL @ EXTERIOR ALUMINUM DOOR

1/2"

MA

X.1/

2" M

AX.

ALUMINUMTHRESHOLD

ALUMINUMSTOREFRONTDOOR

HOLLOWMETAL DOOR

DOOR ASSCHEDULED

5/8" GYPSUMBOARD OVER 3 5/8"METAL STUDS

SOUND BATTS; RE:PARTITION PLANSFOR LOCATIONS

5/8" GYPSUMBOARD OVER 3 5/8"METAL STUDS @ 16"O.C. MAX.

5/8" GYPSUM BOARDOVER 3 5/8" METALSTUDS @ 16" O.C. MAX.

DOOR AS SCHEDULED

3" SOUND BATTSWHERE SHOWN,RE: WALL TYPES

2"

5 1/

2"5

1/2"

5 1/2"

2 DOOR DETAILSSCALE: 3" = 1'-0" 3 DOOR/WINDOW DETAILS

SCALE: 3" = 1'-0"

ALUMINUMFRAMING SYSTEMW/ FLUSH TRIM;DARK BRONZE FINISH


ALUMINUM FRAMINGSYSTEM W/ FLUSH TRIM;DARK BRONZE FINISH

ALUMINUM FRAMINGSYSTEM W/ FLUSHTRIM; DARK BRONZEFINISH

A8.1

RMDrafted By:

Checked By:

Date Drawn:

Project #:

REV

#D

ATE

REV

ISIO

N D

ESC

RIPT

ION

JANUARY 2020

18098

KB

CITY

OF

WA

CO

FIRE

STA

TION

#6/

FIRE

ADM

INIS

TRA

TION

BUI

LDIN

GW

AC

O, T

X

12/

20/2

020

AD

DEN

DUM

#1

22/

28/2

020

AD

DEN

DUM

#2


12 of 16

A

1 WINDOW TYPESSCALE: 1/4" = 1'-0"

B C D E

F G H J

LK AA BB

CC DD EE FF

GENERAL GLAZING NOTES

1A8.4

1" INSULATED GLASSINFILL, TINTED

ANODIZED ALUMINUMSTOREFRONT SYSTEM;DARK BRONZE FINISH














ANODIZED ALUMINUMSTOREFRONT SYSTEM;DARK BRONZE FINISH 1/4" TEMPERED

GLASS INFILL;PROVIDE FIRERATED GLAZINGWHERE LOCATEDIN RATED WALL


1/4" TEMPEREDGLASS INFILL


LAMINATED, ONEWAY VIEWING,SECURITY GLAZING

HOLLOW METALFRAME; PAINT

DETAILS NOT SHOWN ARE TYPICAL MANUFACTURER DETAILS.1.

ALL INTERIOR AND EXTERIOR ALUMINUM FRAMES SHALL BE DARK BRONZE UNLESSNOTED OTHERWISE.

2.



17A8.3

12A8.3

5A8.5

8'-8

"

2"1'

-10"

2"6'

-4"

2"

16'-10"

2" 3'-4"

2"

3'-4"

2"

3'-4"

2"

6'-0" 2"

14A8.3

13A8.3

20A8.4

4'-0"

2" 3'-8" 2"

16A8.3

19A8.5

5'-2"

2" 1'-8"2"

3'-0" 2"

6'-8

"2'

-0"

8'-8

"

2"1'

-8"

2" 14A8.3

20A8.4

12A8.5

4'-0"

2" 3'-8" 2"

3'-7

"4'

-3"

EQ

8A8.3

EQ EQ EQ EQ

9'-10"

5'-7 1/2"

5'-7 1/2"

PLAN

HEAD-ON ELEVATION

9A8.3

9A8.8


140° 140°

10A8.3



7A8.3

1A8.5

15'-0"

2" 10"

2"

3'-0"

2"

3'-1"

2"

3'-1"

2"

3'-0"

2"

10" 2"

19A8.3

20A8.3

6'-0"

13A8.6

2" 2'-6"

2"

3'-0" 2"

20A8.3

6A8.6

10'-0"

2" 2'-0"

2"

2'-2"2"

2'-0"2"

3'-0" 2"

14A8.3

13A8.3

20A8.4

3'-4"

2" 3'-0" 2"

8'-8

"

4A8.4

13A8.3

8A8.6

7'-0

"2"

1'-4

"2"

21'-4"

2" 3'-0"

2"

EQ

2"

EQ

2"

EQ

2"

EQ

2"

EQ 2"

2"1'

-10"

2"6'

-4"

2"

7'-0

"2"

1'-4

"2"

7'-0

"2"

1'-4

"2"

7'-0

"2"

1'-4

"2"

7'-0

"2"

1'-4

"2"

15'-2"

14A8.3

20A8.4

8A8.6

2'-0

"

2"1'

-8"

2"

6'-0"

2" 2'-9"

2"

2'-9" 2"

8'-8

"

2"1'

-10"

2"6'

-4"

2"

8'-8

"

2"1'

-10"

2"6'

-4"

2"

8'-8

"

2"1'

-10"

2"6'

-4"

2"

8'-8

"

2"1'

-10"

2"6'

-4"

2"

8'-8

"

2"1'

-10"

2"6'

-4"

2"

8'-8

"

2"1'

-10"

2"6'

-4"

2"

12A8.8

14A8.8

13A8.8

13A8.8

12A8.8

14A8.8

3A8.1 7'

-2"

2"1'

-10"

2"4'

-10"

2"

5'-2"

3A8.1

2"1'-8"

2"

3'-0"2"

3A8.1 7'

-2"

2"1'

-10"

2"4'

-10"

2"

4'-6"

2" 3'-0"

2"

1'-0" 2"

8A8.8

8A8.8

8A8.8

3A8.1

3A8.1

3A8.1

3A8.1

8'-4"

2" 3'-8"

2"

3'-8"

2"

6"

4'-6"

6"2"

3'-8" 2"

7'-2

"2"

1'-1

0"2"

4'-1

0"2"

2'-1

0"4'

-4"

2"4'

-0"

2"

8A8.8

8A8.8

8A8.8

8A8.8

8A8.8

2'-1

0"4'

-4"

2"4'

-0"

2"

3'-10"

2" 3'-6" 2"

2'-4"

2" 2'-0" 2"


18 1/2"

18 1

/2"

18 1/2"

18 1/2"

18 1/2"1/4" TEMPEREDGLASS INFILL;PROVIDE FIRERATED GLAZINGWHERE LOCATEDIN RATED WALL


6'-0"

2" 5'-8" 2"

HOLLOW METALFRAME; PAINTED

1/4" TEMPEREDGLASS INFILL11

A8.8 11A8.8

8A8.8

STEEL COLUMNSHALL BE WRAPPEDIN MATCHINGALUMINUM

7A8.8

7A8.8

ALUMINUM FRAMINGSYSTEM W/ FLUSH TRIM;DARK BRONZE FINISH

CASED ALUMINUMFRAMING SYSTEMW/ FLUSH TRIM;DARK BRONZE FINISH

1/2" TEMPEREDGLASS INFILL

3A8.1

2A8.1

2A8.1

PROVIDE HORIZONTALSLIDING WINDOWASSEMBLY TO FIT INSIDECASED OPENING

15A8.3

10A8.8

11A8.6

11A8.6

14A8.3

3A8.1

3A8.1

3A8.1

3A8.1

SIM.SIM.

SIM.

BUTT GLAZED CORNER

COUNTERTOPCOUNTERTOP

3'-0

"4'

-0"

2"4'

-2"

5'-8"

2" 5'-6" 2'-4" 2"

2'-6"

ALL HOLLOW METAL FRAMES TO BE PAINTED; RE: FINISH SCHEDULE.3.

7'-2

"

1

11

A8.2

RMDrafted By:

Checked By:

Date Drawn:

Project #:

REV

#D

ATE

REV

ISIO

N D

ESC

RIPT

ION

JANUARY 2020

18098

KB

CITY

OF

WA

CO

FIRE

STA

TION

#6/

FIRE

ADM

INIS

TRA

TION

BUI

LDIN

GW

AC

O, T

X

12/

28/2

020

AD

DEN

DUM

#2


13 of 16

COLEAVENUE

GRIMM

AVENUE

NO

RT

H 2

5T

HS

TR

EE

T

NO

RT

H 2

6T

HS

TR

EE

T

FIRE STATION

6,690 SQFT

VISITOR PARKING

FIRE ADMIN

5,746 SQFT

ENTRY PLAZA

SECURE COURT YARD

STAFF PARKING

16 SPACES

STAFF PARKING8 SPACES

GEN

ER

ATO

R

21 SPACES(20 SPACES REQUIRED)

EXISTING UTILITY POLE WITH EXISTING TRANSFORMER

EXISTING UTILITY POLE WITH NEW POLE-MOUNTED TRANSFORMER

NEW UNDERGROUND FEED TO NEW ELECTRIC METER. REFER TO SINGLE LINE FOR MORE INFORMATION

NEW ELECTRIC METER

NEW GENERATOR

UNDERGROUND FEEDER FOR GENERATOR POWER REFER TO SINGLE LINE FOR MORE INFORMATION

NEW UNDERGROUND FEED TO NEW ELECTRIC METER. REFER TO SINGLE LINE FOR MORE INFORMATION

NEW ELECTRIC METER

EXISTING UTILITY POLE




EXISTING UTILITY POLE WITH EXISTING TRANSFORMER

BHLC- 20,22,24

BCLC- 19

P5HS- 2

P5HS- 2

P3HS- 1

(1) 4'' COMMUNICATIONS FROM FIRE STATION I.T. ROOM TO ADMIN DATA ROOM

ACLC- 47

ACLC- 47

INSTALL TYPE 'WS' FIXTURES ON SUPPORTS OF CANOPY, TYPICAL

WSHS- 1

WSHS- 1 WS

HS- 1WSHS- 1

(2) 4'' COMMUNICATIONS CONDUITS FROM STATION I.T. ROOM TO FIBER UTILITY POLE

17X30X24 PRECAST PULL BOX

(120/1)(1 HP)2#8, #10G, 3/4''CGATE LD- 29

GKP

KEYPAD FOR GATE TO BE MOUNTED ON BOLLARD. VERIFY EXACT LOCATION WITH ARCHITECT PRIOR TO INSTALLATION

(1) 1''C FOR COMMUNICATIONS TO GATE KEYPAD

NEW UTILITY POLE WITH NEW TRANSFORMER. COORDINATE EXACT LOCATION OF NEW POLE WITH UTILITY

2

1. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE COMMUNICATIONS UTILITY FOR ROUTING OF COMMUNICATIONS CONDUIT TO COMMUNICATIONS RIGHT OF WAY.

2. CONTRACTOR SHALL COORDINATE WITH ELECTRIC UTILITY FOR ALL DETAILS OF NEW ELECTRIC SERVICE. CONTRACTOR SHALL USE UTILITY'S DETAIL DRAWINGS FOR ALL TRENCHING, BACKFILL, PRIMARY CONDUIT ROUTING, RADIUSES TRANSFORMER PAD DETAILS, AND OTHER UTILITY SPECIFIC INFORMATION. PRIMARY CONDUIT ROUTING SHOWN IS CONCEPTUAL AND PRELIMINARY, EXACT DETAILS AND ROUTING SHALL BE PROVIDED BY ELECTRIC UTILITY AND CIVIL ENGINEER. ALL INSTALLATIONS SHALL BE IN ACCORDANCE WITH UTILITY REQUIREMENTS. COORDINATE WITH:

COMPANY: ONCORNAME: DAVID HASKOVECPHONE: 463-540-0368E-MAIL: [email protected]

GENERAL SITE PLAN NOTES:

30" FOR PARKING

LOTS

24" MIN.

3" MIN. COVER (TYP.)

3/4" x 8'-0" COPPER CLAD GROUND ROD

(5) #5 REBAR VERTICAL WITH (5) #4 TIES

BOND POLE TO ROD WITH #6 BARE ANNEALED COPPER

1" CHAMFER, ALL EDGES (WITH RUBBED FINISHED AT EXPOSED SURFACES)

1"Ø x 40"L ANCHOR BOLT WITH 4" BENDS (TYP OF 4)

3500 PSI CONCRETE

NUT AND LOCKWASHER (TYP.)

1/2" PVC SLEEVE

BASE PLATE

LEVELING NUT (TYP.)

TWO PIECE BASE COVER (PRE-FINISHED TO MATCH POLE)

#12 XHHW (TYP)

XHHW

UP TO FIXTURE

GROUND BUS BONDED TO POLE

1" PVC CONDUIT, UNO. PROVIDE NUMBER AND SIZE PER PLANS

DEPTH "B"

DIAMETER "A"

DIMENSIONS

POLE HEIGHT

A B

8' - 15'

16' - 29'

30' - 40'

16"

20"

24"

48"

60"

72"

Drafted By:

Checked By:

Date Drawn:

Project #:

REV

#D

ATE

REV

ISIO

N D

ESC

RIP

TIO

N

SH

EE

T S

IZE

= A

RC

H D

24X

36

12

/19

/20

AD

DEN

DU

M #

1

22

/28

/20

AD

DEN

DU

M #

2

JANUARY 2020

18098

CIT

Y O

F W

AC

O

FIR

E S

TATI

ON

#6

/FIR

E

AD

MIN

ISTR

ATIO

N B

UIL

DIN

GW

AC

O, TX

., I CNSTNATLUSNOC

Dallas, Texas 75204Suite 635

4144 N. Central Expwy

Fort Worth, Texas 76102Suite 5001300 Summit Avenue

Office 817.878.4242www.summitmep.com

Office 214.420.9111

Texas BPE Registration # F-207 E1.0

02/28/2020

1" = 20'-0"2

ELECTRICAL SITE PLAN

1" = 20'-0"

20' 20' 40'0'

N.T.S.1

STANDARD POLE BASE DETAIL

BKH

JSR


14 of 16

WP

RTU-S1ROOF BHS- 19,21,23



EF-5ROOF BLD- 2 EF-4

ROOF BLD- 2

WP

CU-3ROOF BLD- 30,32

WP

PHOTOVOLTAIC SYSTEM MODULES MOUNTED ON ROOF

DC COMBINER BOX. SEE PV SYSTEM SINGLE LINE FOR MORE INFORMATION. COORDINATE EXACT LOCATION WITH EQUIPMENT INSTALLER

IRONRIDGE #XR RAILS WILL BE ATTACHED TO UNDERSIDE OF PHOTOVOLTAIC SYSTEM MODULES. RAILING AND MODULES WILL BE FLUSH MOUNTED ON STANDING SEAM ROOF WITH S-5! #S-5-N 1.5 CLAMPS. COORDINATE WITH INSTALLER FOR ADDITIONAL MOUNTING DETAILS

2

1. CIRCUITS TO ROOF MOUNTED EQUIPMENT SHALL BE ROUTED TO DISCONNECT WITHOUT RACEWAY PASSING THROUGH MECHANICAL EQUIPMENT. ROOF PENETRATIONS FOR CONDUIT SHALL BE MADE THROUGH EQUIPMENT CURBS OR PIPE CHASES OR PIPING PITCH PANS.

2. FOR ALL ROOF-MOUNTED DEVICES AND EQUIPMENT, ALL HORIZONTAL CONDUIT RUNS SHALL BE INSIDE CEILING CAVITY, NOT ON TOP OF ROOF.

3. ALL RECEPTACLES SHOWN ON ROOF PLAN SHALL BE WP/GFI RECEPTACLES, CONNECTED TO THE NEAREST 120V/20A RECEPTACLE CIRCUIT IN THE BUILDING BELOW UNLESS NOTED OTHERWISE.

4. RECEPTACLES AND DISCONNECTS SHALL NOT BE MOUNTED ON TOP OF EQUIPMENT ACCESS PANELS OR ON TOP OF EQUIPMENT LABELS.

5. SELECTED EXHAUST FANS WILL HAVE AN INTERNAL MOTORIZED DAMPER. REFER TO EXHAUST FAN SCHEDULE ON MECHANICAL SHEETS TO DETERMINE WHICH FANS HAVE INTERNAL DAMPER. DAMPERS SHALL BE CONNECTED TO 120V EXHAUST FAN CIRCUIT.

6. BECAUSE INSTALLED EQUIPMENT MAY VARY FROM THE SPECIFIED EQUIPMENT, THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR AND ADJUST ALL CIRCUIT, FUSE AND BREAKER SIZES AS NECESSARY FOR ACTUAL EQUIPMENT MCA AND MOCP.

7. FOR ALL MOTOR CIRCUITS AND PARALLELED CONDUCTOR SETS, SIZE THE GROUND WIRE BASED ON THE CIRCUIT'S BREAKER SIZE AND NEC TABLE 250.122. REFER TO FEEDER SCHEDULE ON SINGLE LINE SHEET FOR TABLE 250.122.

GENERAL ROOF NOTES:

Drafted By:

Checked By:

Date Drawn:

Project #:

REV

#D

ATE

REV

ISIO

N D

ESC

RIP

TIO

N

SH

EE

T S

IZE

= A

RC

H D

24X

36

12

/19

/20

AD

DEN

DU

M #

1

22

/28

/20

AD

DEN

DU

M #

2

JANUARY 2020

18098

CIT

Y O

F W

AC

O

FIR

E S

TATI

ON

#6

/FIR

E

AD

MIN

ISTR

ATIO

N B

UIL

DIN

GW

AC

O, TX

., I CNSTNATLUSNOC





Office 214.420.9111

Texas BPE Registration # F-207 E3.20'

3/16" = 1'-0"

4' 4' 12'8'

02/28/2020

3/16" = 1'-0"1

POWER ROOF PLAN - AREA 'B'

ELECTRICAL ROOF EQUIPMENT SCHEDULE - AREA B

EQ NAME EQUIPMENT DESCRIPTION FEEDER LOAD VA VOLTAGESCHEDULE

NAME PANELCIRCUITNUMBER

CU-3 CONDENSING UNIT (7MCA, 15 MOCP)

2#12, #12G, 3/4''C 1165 VA 208 V ROOF B LD 30,32

EF-4 EXHAUST FAN (120/1)(63.6W)

2#12, #12G, 3/4''C 64 VA 120 V ROOF B LD 2

EF-5 EXHAUST FAN (120/1)(87.4W)

2#12, #12G, 3/4''C 88 VA 120 V ROOF B LD 2

RTU-S1 ROOF TOP UNIT W/ GASHEAT (480/3)(10 MCA, 15MOCP)

3#12, #12G, 3/4''C 6651 VA 480 V ROOF B HS 19,21,23


3#12, #12G, 3/4''C 6651 VA 480 V ROOF B HS 20,22,24


3#10, #10G, 3/4''C 16628 VA 480 V ROOF B HS 25,27,29

BKH

JSR

84 MODULES1 INVERTER


15 of 16

#12G#10G#10G#10G#10G#10G#8G#8G#8G#6G#6G#6G#6G#6G#4G#4G#3G#3G#2G#2G#2G#1G

#1/0G#1/0G#2/0G#3/0G#4/0G#250G#350G#400G#500G

2030304055707085951101301501752002302553103804004605106707608551005124016752010266030404180

#12#10#10#8#6#4#4#3#2#1#1#1/0#2/0#3/0#4/0#250#350#500#3/0#4/0#250#400#500#300#400#350#400#400#500#500#500

20A/3P25A/3P30A/3P

35A, 40A/3P45A, 50A/3P

60A/3P70A/3P

80A, 90A/3P100A/3P110A/3P125A/3P150A/3P175A/3P200A/3P225A/3P250A/3P300A/3P350A/3P400A/3P450A/3P500A/3P600A/3P700A/3P800A/3P

1000A/3P1200A/3P1600A/3P2000A/3P2500A/3P3000A/3P4000A/3P

1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET1 SET

2 SETS2 SETS2 SETS2 SETS2 SETS3 SETS3 SETS4 SETS5 SETS6 SETS7 SETS8 SETS11 SETS

NEC240.4(B)

NEC TABLE310.15(B)(16)

NEC TABLE310.15(B)(16)

NEC TABLE250.122

(3) HOT,(1) N, (1) G

3/4"3/4"3/4"1"1"

1-1/4"1-1/4"1-1/4"1-1/2"

2"2"2"2"2"

2-1/2"3"3"4"2"

2-1/2"2-1/2"

3"3"

2-1/2"3"3"3"3"3"3"3"

(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)

1.732 x L x IscaN x C x E l-n

'f' factor =

(INFINITE FAULT CURRENT ON PRIMARY)

ADMIN

L (length)Isca NCE l-lfCE l-nfM l-lM l-n

110 FT19.3 kA

113,923480V0.55113,923277V1.4320.6450.411

AVAILABLE FAULT CURRENT CALCULATION

CIRCUIT

BREAKER

CIRCUIT

AMPACITY

CONDUCTOR

SETS, QTY & SIZE

EQUIP.

GROUND

CONDUIT

MAX. 3Φ AFC = 12.5kA

FEEDER & BREAKER SCHEDULE3-PHASE 4-WIRE COPPER

3Φ TRANSFORMER SCHEDULE

75 kVA112.5 kVA150 kVA

225 kVA

#8 CU#6 CU#4 CU#2 CU

#1/0 CU#2/0 CU

#3/0 CU

125A200A225A

350A

60A110A175A300A400A600A

800A

PRI

OCPD

XFMR

SIZE

XFMR

GND

SEC

OCPD

PRIMARY

FEEDERS

WHERE SYMBOL IS SHOWN, INSTALL FEEDERS AS SHOWN BELOW.

15 kVA30 kVA45 kVA

25A50A70A

3#10,#10G,3/4"C3#6,#10G,1"C3#4,#8G,1-1/2"C3#1,#6G,1-1/2"C3#3/0,#6G,2"C3#4/0,#4G,2"C

3#500,#3G,3"C

4#4,#8G,1-1/2"C4#1,#6G,2"C4#2/0,#4G,2"C4#350,#2G,3"C4#600,#1/0G,4"C2 SETS OF(4#350,#2/0G,3"C)2 SETS OF(4#600,#3/0G,4"C)

SECONDARY

FEEDERS

#8G#6G#4G#2G

#1/0G#2/0G#3/0G

14 - 21 - 1/02/0 - 3/03/0+ - 350351 - 600601 - 11001100 +

LARGEST CONDUCTOR

OREQUIVALENT

AREA OF PARALLEL

CONDUCTORS (COPPER)

GEC(CU)

GEC FOR SERVICES, BUILDING FEEDERS AND SEPARATELY DERIVED SYSTEMS & SERVICES

NEC 250.66

GROUNDING

ELECTRODE

CONDUCTOR

FEEDER & BREAKER SCHEDULE NOTES:

1. WHERE SYMBOL IS SHOWN, PROVIDE FEEDER ACCORDING TO THE "CIRCUIT BREAKER" COLUMN SHOWN ABOVE. FEEDER TO BE 4-CONDUCTOR PLUS GROUND UNLESS NOTED OTHERWISE.

2. USE TABLE 250.122 TO DETERMINE SIZE OF EQUIPMENT GROUNDING CONDUCTOR (EGC) FOR BRANCH CIRCUITS, RACEWAY, CONDUIT, MOTOR CIRCUITS, AND WHERE PARALLEL FEEDERS ARE RUN. USE TOTAL EQUIVALENT AREA OF PARALLELED CONDUCTORS FOR SIZING PARALLEL GECs.

3. USE COMPRESSION LUGS FOR FEEDERS OVER 100A.

4. USE TABLE 250.66 TO DETERMINE THE GROUNDING ELECTRODE CONDUCTOR (GEC) SIZE AT THE SERVICE ENTRANCE, AT EACH BUILDING OR STRUCTURE WHERE SUPPLIED BY A FEEDER(S), AT TRANSFORMERS, OR AT ANY OTHER SEPARATELY DERIVED SYSTEM.

5. WHERE SYMBOL IS SHOWN, PROVIDE SERVICE FEEDER WITH AMPACITY EQUAL TO OR GREATER THAN THAT OF THE SERVICE DISCONNECT, WITH NO EQUIPMENT GROUND CONDUCTOR.

S

B

T

===========

1.732 x L x IscaN x C x E l-n

'f' factor =

STATION

L (length)Isca NCE l-lfCE l-nfM l-lM l-n

150 FT19.3 kA

113,923480V0.75113,923277V1.9530.5710.339

MAX. 3Φ AFC = 11.0kA

===========

RTU SCCR RATING:

RTU-S1 = 2.0 kARTU-S2 = 3.1 kARTU-S3 = 2.5 kA

RTU SCCR RATING:

RTU-A1 = 2.7 kARTU-A2 = 1.9 kARTU-A3 = 2.0 kARTU-A4 = 2.7 kA

3/4" x 10' GROUND ROD SPACED 10'-0"

FINISH GRADE

SERVICE DISCONNECT

NEUTRAL BUS

GROUND BUS

GROUNDING ELECTRODE POINT

CONCRETE ENCASED ELECTRODE (UFER)

METALLIC WATER OR GAS PIPE

CONCRETE FOOTING

#4 CU

#4 CU

SERVICE ENTRANCE GROUNDING DETAIL NOTES: 1. AT THE CONTRACTOR'S OPTION, ANY ONE OF THE THREE ALLOWED

ELECTRODE SYSTEMS SHOWN MAY BE USED AS THE MAIN GROUNDING ELECTRODE POINT (GROUND RODS, UFER, OR BUILDING STEEL) WITH ALL OTHER ELECTRODES BONDED TO IT. THE EXAMPLE SHOWN USES BUILDING STEEL AS THE MAIN ELECTRODE POINT.

2. THE GROUNDING ELECTRODE CONDUCTOR (GEC) SHALL BE SIZED IN ACCORDANCE WITH NEC TABLE 250.66. REFER TO FEEDER SCHEDULE.

BUILDING STEEL

TELECOM DATA GROUND BUS BAR WHERE SHOWN ON PLANS

#4 CU

#4 CU

#3/0 CU

DESIGNATION BRANCH AMPS POLES WCR PRIORITY NOTES

ATS-S STANDBY 200 4 14,000 2 STANDBY LOADS ONLY

AUTOMATIC TRANSFER SWITCH NOTES:1. ALL ATS's SHALL BE MOTOR OPERATED WITH CENTER OFF FEATURE FOR LOAD SHEDDING.2. STANDBY TRANSFER SWITCH SHALL MONITOR GENERATOR LOAD TO PERFORM LOAD SHED FUNCTION3. TRANSFER SWITCHES SHALL INTERFACE WITH ELEVATOR CONTROLLERS. ATSs SHALL SEND "IMPENDING TRANSFER"

SIGNAL AND "EMERGENCY MODE" SIGNAL TO ELEVATOR CONTROLLERS.4. INSTALLATION SHALL BE IN ACCORDANCE WITH ARTICLES 700, 701, AND 702 OF THE NATIONAL ELECTRIC CODE.

GENERATOR SCHEDULEENCLOSURE FUEL FUEL CAPACITY TANK CLASSIFICATIONGENERATOR CLASSIFICATION

WEATHERPROOF, SOUND ATTENUATING DIESEL 24 HOURS UL 2200, NFPA 110, LEVEL 1 UL 142

AUTOMATIC TRANSFER SWITCH SCHEDULE

GENERATOR NOTES:1. CONTRACTOR SHALL INSTALL CONCRETE PAD IN ACCORDANCE WITH GENERATOR MANUFACTURER'S REQUIREMENTS.

NEW POLE-MOUNTED UTILITY TRANSFORMER

NEW UTIL METER

S

NEW PANEL

"HA"

45 KVAXFMR"TA"

T

T

NEW PANEL

"LA"

NEW PANEL

"LB"

B

NEW POLE-MOUNTED UTILITY TRANSFORMER

NEW UTIL METER

"ATS-S"

S

NEW PANEL

"HS"

B

75 KVAXFMR"TC"

T

NEW PANEL

"LC"

NEW PANEL

"LD"

100 kW/ 125 kVA GENERATOR

REFER TO 'ATS GROUNDING

DETAIL'

B

PROVIDE ENCLOSURE MOUNTED BREAKERS IN GENERATOR FOR EMERGENCY AND STANDBY TRANSFER SWITCHES

3-POLE DOUBLE-THROW

DISCONNECT

TVSS

T

B

"MTS-E"200A

DOUBLE-THROW DISCONNECT SWITCH TO COMPLY WITH NEC 700.5 REQUIREMENT FOR TEMPORARY GENERATOR CONNECTION

200A BKR

REFER TO PV SYSTEM SINGLE LINE FOR MORE INFORMATION

2

SINGLE LINE DIAGRAM NOTES

1. PROVIDE CONCRETE PAD FOR ALL FLOOR-MOUNTED ELECTRICAL EQUIPMENT INCLUDING TRANSFER SWITCHES AND DRY-TYPE TRANSFORMERS.

2. CONTRACTOR SHALL PROVIDE AND PERFORM COMPLETE OVERCURRENT PROTECTION COORDINATION STUDY IN ACCORDANCE WITH NEC REQUIREMENTS PRIOR TO PURCHASE OF EQUIPMENT AND PROVIDE STUDY WITH SWITCHBOARD AND PANELBOARD SUBMITTALS. CONTRACTOR SHALL SUBMIT COORDINATION STUDY TO CITY INSPECTOR UPON REQUEST.

3. PROVIDE SERVICE ENTRANCE RATED LISTED CONNECTION SURGE PROTECTIVE DEVICE (SPD/ TVSS) WITH SURGE RATING AS RECOMMENDED BY MANUFACTURER FOR THE SERVICE SIZE SHOWN. DEVICE SHALL INCLUDE INTEGRAL DISCONNECT/FUSE MOUNTED TO SIDE OF SWITCHBOARD OR PANEL ENCLOSURE, CONNECTED TO BUS USING MANUFACTURER'S CABLE. CONDUCTORS SHALL BE ROUTED SO AS TO AVOID SHARP BENDS AND MINIMIZE LEAD LENGTHS.

4. SURGE PROTECTION SHALL BE INSTALLED ON ALL EMERGENCY BRANCH PANELS IN ACCORDANCE WITH NEC 700.8.

5. PER NEC, GFCI PROTECTION SHALL BE PROVIDED FOR ALL 20A TO 50A SINGLE PHASE RECEPTACLES RATED UP TO 150V TO GROUND AND 20A TO 100A THREE PHASE RECEPTACLES RATED UP TO 150V TO GROUND LOCATED IN INDOOR WET LOCATIONS, BATHROOMS, KITCHENS, AND WHERE WITHIN 6 FT OF ANY SINK, OR LOCATED OUTDOORS, ON ROOFTOPS, OR IN VEHICLE GARAGES AND SERVICE BAYS.

N

G

SERVICEGROUNDINGELECTRODE

GROUNDTO CABINET

PHASE

NEUTRAL

UTILITY4-POLE - SERVICE

ENTRANCE RATED ATS

TO LOAD

N

G

GENERATOR

GROUNDTO CABINET

FULLY RATED OUTPUTCIRCUIT BREAKER ON

GENERATOR

GROUNDING ELECTRODECONDUCTOR BONDED TOREBAR IN CONCRETESLAB AT GENERATOR.

3/4"x10' COPPERCLAD GROUND ROD

SOLAREDGE #SE33.3KUS 33.3kW INVERTER

1,000V MAXIMUM40A MAXIMUM OUTPUT, 480/277V

INVERTER PROVIDES ARC FAULTPROTECTION IN ACCORDANCE

WITH 2017 NEC 690.11

FEED FROM PANEL

'HS'

60A LOCKABLE NEMA 3R DISCONNECT. REFER TO FLOOR PLANS FOR EXACT LOCATION. PROVIDE PLACARD AS REQUIRED BY NEC

CONTRACTOR SHALL PROVIDE A TOTAL OF 84 MODULES. MODULES SHALL BE GROUPED INTO FOUR STRINGS WITH 21 MODULES PER STRING.

LG #LG345/350N1C-V5 MODULE IS BASIS OF DESIGN

PROVIDE PV ISOLATION RELAY IN PANEL 'HS'

#12 CU PV WIRE IN 3/4'' CONDUIT RATED AT 90 DEGREE CELSIUS AND 1000V (PER STRING)

SOLAR BOS 100A 1000VDC ISOLATING DISCONNECT

COMBINER BOX

3#6, #10G, 1''C

3#6, #10G, 1''C

#6 CU PV WIRE IN 1'' CONDUIT RATED AT 90 DEGREE CELSIUS AND 1000V (TYPICAL)

1

PV SYSTEM GENERAL NOTES

1. PV MODULE LAYOUT ON THIS SHEET IS SCHEMATIC ONLY, REFER TO ROOF PLAN FOR EXACT LOCATIONS.

2. ALL WORK SHALL BE NEC 2017 COMPLIANT AND SHALL COMPLY WITH ALL RELEVANT LOCAL, STATE, AND NATIONAL CODES AND STANDARDS.

3. ALL PV MODULES, INVERTERS, MODULE RACKING, METERS, ETC. SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. CONTRACTOR SHALL INSTALL ALL CIRCUITS, WIRE MANAGEMENT, RACEWAYS, CONDUITS, AC PANELS, DISCONNECTS, AND ALL ASSOCIATED LABOR.

4. ALL PV MODULES AND INVERTER SHALL INCLUDE A RAPID SHUTDOWN FIRE SAFETY MODULE PER NEC 2017 SECTION 690.12.

5. STRING HOMERUNS SHALL BE UL LISTED WEATHERPROOF, UV SUNLIGHT RESISTANT, FINGERSAFE, PLUG-AND-RECEPTACLE CONNECTORS, MULTICONTACT TYPE MC4 OR EQUIVALENT LOCKING TYPE.

6. ELECTRICAL CONTRACTOR SHALL SET INVERTER TO MATCH ONCOR REQUIREMENTS FOR PV SYSTEMS.

7. ARRAY WIRING MUST BE PROTECTED FROM ACCESS BY QUALIFIED PERSONS.

8. SOLAR INTERCONNECTION SHALL BE ON OPPOSITE END OF PANEL FROM UTILITY INPUT.

Drafted By:

Checked By:

Date Drawn:

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Office 214.420.9111

Texas BPE Registration # F-207 E4.0

02/28/2020

NTS2

SERVICE ENTRANCE GROUNDINGDETAIL

N.T.S.3

SINGLE LINE DIAGRAM - ADMINN.T.S.

4SINGLE LINE DIAGRAM - STATION

BKH

JSR

N.T.S.1

ATS GROUNDING DETAIL 4-POLE -SERVICE ENTRANCE

N.T.S.5

PV SYSTEM SINGLE LINE

1


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Addendum No: 2 #2 R… · I. ASTM E 330 - Structural Performance of Exterior Windows, Curtain Walls and Doors. J. ASTM E 547 - Test Method for Water Penetration of Exterior Windows,