PROJECT: PROJECT NO: ADDENDUM NO PAGES...11. A301 Building Section and A302 Wall Section 5 – Roof slope at Apparatus Bay to be 1/2”: 12” 12. A302 Wall Sections – Wall Section

606 W. Pierce Carlsbad, NM 88220 Tel: (575) 885-4775 Fax: (575) 885-4827 220 W. Broadway Suite B Hobbs, NM 88240 Tel: (575) 433-4775 Fax: (575) 433-4777

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ARCHITECTS, Inc.

TO: ALL PLAN HOLDERS FROM: NANCY MAGER, NPSR ARCHITECTS, INC. DATE: SEPTEMBER 18, 2015 PROJECT: NEW FIRE STATION #7 PROJECT NO: 15-118 ADDENDUM NO: 1 PAGES: 38 including this cover sheet


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ARCHITECTS, Inc.

ADDENDUM #1 CARLSBAD FIRE STATION 7

BID NO 2015-33 September 18, 2015

The following addenda items shall be incorporated into the Plans and Specifications and become a part of the Contract Documents. Architectural:

1. All questions must be submitted in writing prior to Thursday, September 24th by 5:00 p.m. No questions regarding this project will be answered after this time. Final Addendum will issued by Friday, September 25th, 11:00 a.m.

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2. Wage Rates – Revised wage rates are attached.

3. Geotechnical Report – Available for download on our website: npsr.pro

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4. C101 Site Plan/C501 Site Deta

.

• Keyed Note 3 should read: ‘4” thick concrete slab w/6x6 1.4/1.4 WWM on

compacted subgrade’.

• Keyed Note 4 should read: ‘7” thick Portland Cement Concrete slab w/#4 rebar at 12” O.C. E.W. on compacted subgrade’

• Keyed Note 5 should read: Alternate No. 2 – ‘7” thick Portland Cement Concrete Slab 2/#4 rebar at 12” O.C. E.W. on compacted subgrade.

• Keyed Note 6 should read: ‘6” base course 95% compaction’.

• Keyed Note 7 should read: ‘Base Bid: Visitor Parking to south of building 2’ PMBP on 6” base course 95% compaction - Alternate No. 2: Remainder of 2” paving – see Alternate Schedule C101’.

• Keyed Note 9 should read: ‘Alternate No. 2 – ‘4½” PMBP on 6” base course 95% compaction- see Alternate Schedule C101’.

• Keyed Note 10 should replace note on Site Plan that reads: ‘Roll-over curb and gutter – see detail 1, sheet C501’.



ARCHITECTS, Inc.

5. C101 Site Plan – Light pole bases are not in bid.

6. C102 Site Grading Plan New Sheet – Base Bid: Available for download on our websit

npsr.pro e:

7. C501 Site Details – Detail 1/C501: delete rebar shown in detail. 8. A101 Floor Plan/A102 RCP/A201 Exterior Elevations/A202 Interior Elevations/A301

building Sections/A301.1 Building Sections/A302 Wall Sections/A302.1 Wall Sections/A501 Exterior Details/A501.1 Exterior Details/A502 Interior Details/A502.1 Interior Details/A601 Floorcovering and Schedules

• Keyed Note 4 should read: ‘Stone veneer on mortar setting bed w/scratch coat on paper backed metal lath on Tyvek vapor barrier over ½” Densglass Gold’.

• Keyed Note 5 should read: ‘7/8” x 1-1/2” hat channel @ 24” o.c.’

• Keyed Note 11 should read: ‘Wall tile as scheduled’.

• Keyed Note 14 should read: ‘Fire extinguisher and/or cabinet by owner’.

• Keyed Note 21 should read: ‘Not used’.

9. A101 Floor Plan – See drawing page 1 for updated Wall Legend exterior. Wall at grid F/G

type 6. Wall at grid A, grid 1 and the front entrance wall is type 5. See drawing pages 2, 3 and 4 for additional dimensions and notes.

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10. A201 Interior Elevations – All paper towel dispensers and soap dispensers are by owner.

11. A301 Building Section and A302 Wall Section 5 – Roof slope at Apparatus Bay to be

1/2”: 12”

12. A302 Wall Sections – Wall Section 4 – Keyed Note 26 should replace Keyed Note 18 at stebeam and joists.

el

13. A502 Interior Details – All millwork is constructed with plastic laminate on ¾” plywood

including toe kick. –

14. A502.1 Interior Details – See drawing pages 5, 6, 7 and 8 for additional detail.



ARCHITECTS, Inc.

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15. A601 Finish Legend and Schedu

• All Sleeping Rooms, Restrooms and Showers are to have 8’-0” ceilings

• Offices are to have 9’-0” ceilings

• All Restrooms and Showers are to have tile full height

• Carpet to be Mohawk, Denim Collection – GT295 Hem, 12” x 36”; 649 Straight

See drawing pages 9 and 10 for updated schedules.

16. A601 Window Schedule – Add Window C at Apparatus Bay on South Elevation.

17. A601 Door Schedule – Doors 110 and 130 are to be steel rather than as specified. Dele

connection to smoke-detector referenced in speciation. 8’-0” tall and hand operated. See drawing page 11.

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18. Section 07410 – Preformed Roofing and Siding – Roof panel profile to be Superlok, 12”

Standing Seam Panels, smooth by MBCI or approved equal. Gage to be 24 gage rather than as specified. Interior line panel to be artisan, 12” wide, 24 gage, by MBCI or approved equal.

19. Section 7720-Decorative Fiberglass Reinforced Wall Panels (RFP) to be Standard, Class A,

0.090” thick x 4’-0” wide x length as required for no horizontal joints, pebbled texture by Marlite or approved equal. Specification attached.

MECHANICAL

A. PRIOR APPROVALS:

Moen – Flush Valves, Faucets, Shower Valves Watts – Floor Drains, Floor Sinks, Cleanouts Watts – Fixture Carriers, Shock Absorbers Watts – Hose Bib, Wall Hydrants Watts – Water Softeners Culligan – Water Softeners Armstrong – Circulating Pumps Carrier – Split System & Heat Pump Carrier – Ductless Cooling Only Unit Modine – Gas Fired Unit Heaters ACME – Exhaust Fans Carrier – HVAC Controls



ARCHITECTS, Inc.

B. MECHANICAL SHEETS:

Sheet M001 – “Variable Air Volume Control” System SS-1/SS-A1 to be changed. See attached (MSD-1) control sequence and diagrams to replace that on sheet M001.

Sheet M002 – “Split System Heat Pump Unit Schedule” to be changed as follows: Indoor Evaporator to be “Trane – BCHD054B2”, horizontal configuration, 1 Hp, 208 volt 1 phase, forward curved centrifugal blower type, ECM motor, 1” foil face insulation, two stage 7.5 kW electric strip heat, heat interlock non-fuse disconnect & heater fuse, 2” MERV 8 filters, angled filter mixing box, Trane/Tracer UC400 air-fi wireless communication interface, field supplied two position damper, condensate overflow switch, discharge air sensor, wireless display sensor, 24 volt magnetic contactors. Outdoor Condenser to remain as scheduled but shall also include vibration isolators, evaporator defrost control, hot-gas bypass valve & piping, anti-short cycle timer, & sound enclosure.

Sheet P101 – “Plumbing Plan” to be changed as follows: Contractor to provide and install a building water service water softener system. See attached PSD-1 for more information.

C. ATTACHMENTS:

Supplemental Drawing MSD-1 (6-pages)

Supplemental Drawing MSD-2

Supplemental Drawing PSD-1

STRUCTURAL Supplemental Drawings SK1-8 End of Addendum #1

Trade Classification Base Rate Fringe Rate ApprenticeshipSubsistence & Incentive Rates

Asbestos Worker - Heat & Frost Insulator 27.35 10.23 0.56Boilermaker 18.40 3.78 0.56Bricklayer/Blocklayer/Stonemason 22.85 6.00 0.56Carpenter/Lather 20.86 6.25 0.56Cement Mason 17.72 7.45 0.56Electricians Outside Classifications Groundman 22.32 8.62 0.56 Equipment Operator 25.14 8.62 0.56 Lineman/Tech 25.73 8.62 0.56 Cable Splicer 26.91 8.62 0.56 Inside Classifications Wireman/Technician 27.80 8.06 0.56 Refer to Note 1 Cable Splicer 29.53 8.06 0.56 Sound Classifications Installer 23.39 8.31 0.56 Technician 24.94 8.31 0.56 Soundman 27.01 8.31 0.56Elevator Constructor 33.61 14.99 0.56Elevator Constructor Helper 15.55 3.56 0.56Glazier 20.15 4.15 0.56Ironworker 25.00 10.00 0.56 Refer to Note 2Painter (Brush/Roller/Spray) 16.60 3.88 0.56Paper Hanger 19.71 8.42 0.56Drywall Finisher/Taper 19.64 3.91 0.56Plasterer 18.65 7.15 0.56Plumber/Pipefitter 28.30 11.00 0.56 Refer to Note 3Roofer 15.18 0.50 0.56Sheetmetal Worker 26.56 13.41 0.56 Refer to Note 4Soft Floor Layer 20.74 4.40 0.56Sprinkler Fitter 24.41 11.27 0.56Tile Setter 14.80 1.20 0.56Tile Setter Helper 13.00 1.02 0.56Laborers Group I 15.04 4.25 0.56 Group II 15.61 4.25 0.56 Group III 15.91 4.25 0.56 Group IV 16.01 4.25 0.56 Group V 16.21 4.25 0.56 Group VI 16.36 4.25 0.56Operators Group I 28.03 5.16 0.56 Group II 29.07 5.16 0.56 Group III 29.15 5.16 0.56 Group IV 29.21 5.16 0.56 Group V 29.27 5.16 0.56 Group VI 29.37 5.16 0.56 Group VII 29.47 5.16 0.56 Group VIII 30.55 5.16 0.56Truck Drivers Group I 20.56 5.34 0.56 Group II 20.68 5.34 0.56 Group III 20.76 5.34 0.56 Group IV 20.88 5.34 0.56 Group V 20.93 5.34 0.56 Group VI 21.03 5.34 0.56 Group VII 21.13 5.34 0.56 Group VIII 21.27 5.34 0.56 Group IX 21.42 5.34 0.56NOTE: SUBSISTENCE AND INCENTIVE RATES BY TRADE & LOCATION

$50.00/day subsistence pay plus base/fringe regardless of county.

New Fire Station #7 : Wage Decision # ED-15-1182 BMetal framing, painting, flooring, interior finishes, paving, concrete, asphalt, fencing, mechanical, electrical, plumbing,

#3 - Plumbers/Pipefitters working at a Los Alamos County job site get $.80/hr. incentive pay plus base/fringe.

#4 - Sheet Metal Workers working at a Los Alamos County job site get $2.00/hr. incentive pay plus base/fringe.#4 - Sheet Metal Workers living 60+ miles from a San Juan County job site get $3.00/hr. subsistence pay plus

Type "B" - GENERAL BUILDING Effective January 1, 2015

#1 - Inside Electricians working at a Los Alamos County job site get $4.10/hr. subsistence pay plus base/fringe. Inside

#2 - Ironworkers working on projects 50+ miles over the most direct regularly traveled route from Albuquerque, or the

NEW FIRE STATION #7 FOR CITY OF CARLSBAD

SECTION 09772 – DECORATIVE FIBERGLASS REINFORCED WALL PANELS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes: Prefinished polyester glass reinforced plastic sheets and adhered to unfinished gypsum wallboard. 1. PVC trim. 2. Vinyl Wall base.

B. Products Not Furnished or Installed under This Section: 1. Gypsum substrate board. 2. Resilient Base.

1.2 RELATED SECTIONS

A. Section 09250 – Gypsum substrate board.

B. Section 09650 - Resilient Base.

1.3 REFERENCES

A. American Society for Testing and Materials: Standard Specifications (ASTM) 1. ASTM D 256 - Izod Impact Strengths (ft #/in) 2. ASTM D 570 - Water Absorption (%) 3. ASTM D 638 - Tensile Strengths (psi) & Tensile Modulus (psi) 4. ASTM D 790 - Flexural Strengths (psi) & Flexural Modulus (psi) 5. ASTM D 2583- Barcol Hardness 6. ASTM D 5319 - Standard Specification for Glass-Fiber Reinforced Polyester Wall and

Ceiling Panels. 7. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building

Materials.

1.4 SUBMITTALS

A. Product Data: Submit sufficient manufacturer's data to indicate compliance with these specifications, including: 1. Preparation instructions and recommendations. 2. Storage and handling requirements and recommendations. 3. Installation methods.

B. Shop Drawings: Submit elevations of each wall showing location of paneling and trim members with respect to all discontinuities in the wall elevation.

Decorative Fiberglass Reinforced Wall Panels 09772 - 1


C. Selection Samples: Submit manufacturer’s standard color pattern selection samples representing manufacturer's full range of available colors and patterns.

D. Samples for Verification: Submit appropriate section of panel for each finish selected indicating the color, texture, and pattern required. 1. Submit complete with specified applied finish. 2. For selected patterns show complete pattern repeat. 3. Exposed Molding and Trim: Provide samples of each type, finish, and color.

E. Manufacturers Material Safety Data Sheets (MSDS) for adhesives, sealants and other pertinent materials prior to their delivery to the site (available as downloads for most Marlite’s products at http://www.marlite.com/tech-details.aspx or by contacting Marlite at [email protected]).

1.5 QUALITY ASSURANCE

A. Conform to building code requirements for interior finish for smoke and flame spread requirements as tested in accordance with: 1. ASTM E 84 (Method of test for surface burning characteristics of building Materials)

a. Wall Required Rating – Class A.

B. Sanitary Standards: System components and finishes to comply with: 1. United States Department of Agriculture (USDA) requirements for food preparation

facilities, incidental contact. 2. Food and Drug Administration (FDA) 1999 Food Code 6-101.11. 3. Canadian Food Inspection Agency (CFIA) requirements.

1.6 DELIVERY, STORAGE AND HANDLING

A. Deliver materials factory packaged on strong pallets.

B. Store panels and trim lying flat, under cover and protected from the elements. Allow panels to acclimate to room temperature (70°) for 48 hours prior to installation.

1.7 PROJECT CONDITIONS

A. Environmental Limitations: Building are to be fully enclosed prior to installation with sufficient heat (70°) and ventilation consistent with good working conditions for finish work

B. During installation and for not less than 48 hours before, maintain an ambient temperature and relative humidity within limits required by type of adhesive used and recommendation of adhesive manufacturer. 1. Provide ventilation to disperse fumes during application of adhesive as recommended by

the adhesive manufacturer.

1.8 WARRANTY

A. Furnish one year guarantee against defects in material and workmanship.


http://www.marlite.com/tech-details.aspx


PART 2 - PRODUCTS

2.1 ACCEPTABLE MANUFACTURER

A. Marlite; 202 Harger Street, Dover, OH 44622. 800-377-1221 FAX (330) 343-4668 Email: [email protected] www.marlite.com.

B. Product: 1. Standard FRP

2.2 PANELS

A. Fiberglass reinforced thermosetting polyester resin panel sheets complying with ASTM D 5319. 1. Coating: Multi-layer print, primer and finish coats or applied over-layer. 2. Dimensions:

a. Thickness – 0.090 “ (2.29mm) nominal b. Width - 4'-0” (1.22m) nominal c. Length – As indicated on the drawings nominal

3. Tolerance: a. Length and Width: +/-1/8 “ (3.175mm) b. Square - Not to exceed 1/8 “ for 8 foot (2.4m) panels or 5/32 “ (3.96mm) for 10

foot (2.4m) panels

B. Properties: Resistant to rot, corrosion, staining, denting, peeling, and splintering. 1. Flexural Strength - 1.0 x 104 psi per ASTM D 790. (7.0 kilogram-force/square

millimeter) 2. Flexural Modulus - 3.1 x 105 psi per ASTM D 790. (217.9 kilogram-force/square

millimeter) 3. Tensile Strength - 7.0 x 103 psi per ASTM D 638. (4.9 kilogram-force/square millimeter) 4. Tensile Modulus - 1.6 x 105 psi per ASTM D 638. (112.5 kilogram-force/square

millimeter) 5. Water Absorption - 0.72% per ASTM D 570. 6. Barcol Hardness (scratch resistance) of 35 55 as per ASTM D 2583. 7. Izod Impact Strength of 72 ft. lbs./in ASTM D 256

C. Back Surface: Smooth. Imperfections which do not affect functional properties are not cause for rejection.

D. Front Finish: Pebbled. a. Color:

1) Marlite Standard FRP is available in a variety of colors, including; a) 100 White b) 106 Beige, c) 118 Natural Almond d) 140 Ivory e) 145 Silver f) 151 Light Grey g) P807 Black h) 199 Bright White


http://www.marlite.com/


Submit 2” x 2” samples.

2.3 MOLDINGS

A. PVC Trim: Thin-wall semi-rigid extruded PVC. 1. M 350 Inside Corner 2. M 360 Outside Corner 3. M 365 Division 4. M 370 Edge 5. Color: Submit 12” long samples.

2.4 ACCESSORIES

A. Fasteners: Non-staining nylon drive rivets. 1. Match panel colors. 2. Length to suit project conditions.

B. Adhesive: Either of the following construction adhesives complying with ASTM C 557. 1. Marlite C-551 FRP Adhesive - Water- resistant, non-flammable adhesive. 2. Marlite C-375 Construction Adhesive - Flexible, water-resistant, solvent based adhesive,

formulated for fast, easy application. 3. Titebond Advanced Polymer Panel Adhesive – VOC compliant, non-flammable,

environmentally safe adhesive.

C. Sealant: 1. Marlite Brand MS-250 Clear Silicone Sealant.

PART 3 - EXECUTION

3.1 PREPARATION

A. Examine backup surfaces to determine that corners are plumb and straight, surfaces are smooth, uniform, clean and free from foreign matter, nails countersunk, joints and cracks filled flush and smooth with the adjoining surface. 1. Verify that stud spacing does not exceed 24” (61cm) on-center.

B. Repair defects prior to installation. 1. Level wall surfaces to panel manufacturer’s requirements. Remove protrusions and fill

indentations.

3.2 INSTALLATION

A. Comply with manufacturer's recommended procedures and installation sequence.

B. Cut sheets to meet supports allowing 1/8” (3 mm) clearance for every 8 foot (2.4m) of panel. 1. Cut and drill with carbide tipped saw blades or drill bits, or cut with shears.




2. Pre-drill fastener holes 1/8” (3mm) oversize with high speed drill bit. a. Space at 8” (200mm) maximum on center at perimeter, approximately 1” from

panel edge. b. Space at in field in rows 16’ (40.64cm) on center, with fasteners spaced at 12”

(30.48 cm) maximum on center.

C. Apply panels to board substrate, above base, vertically oriented with seams plumb and pattern aligned with adjoining panels. 1. Install panels with manufacturer's recommended gap for panel field and corner joints.

a. Adhesive trowel and application method to conform to adhesive manufacturer’s recommendations.

b. Drive fasteners for snug fit. Do not over-tighten.

D. Apply panel moldings to all panel edges using silicone sealant providing for required clearances. 1. All moldings must provide for a minimum 1/8 “ (3mm) of panel expansion at joints and

edges, to insure proper installation. 2. Apply sealant to all moldings, channels and joints between the system and different

materials to assure watertight installation.

3.3 CLEANING

A. Remove excess sealant from panels and moldings. Wipe panel down using a damp cloth and mild soap solution or cleaner.

B. Refer to manufacturer's specific cleaning recommendations Do not use abrasive cleaners.

END OF SECTION 09 7720

606 WEST PIERCE ST.CARLSBAD, NM 88220PH: 575.885.4775FAX: 575.885.4827

220 BROADWAY ST.SUITE BHOBBS, NM 88240PH: 575.433.4775FAX: 575.433.4777

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WALL LEGEND



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WINDOW SCHEDULE

FINISH REMARKS

ITEM SIZE

WINDOW FRAME

ROOM FINISH LEGEND

KEY FLOOR KEY BASE KEY WALL KEY CEILING



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ROOM FINISH SCHEDULE

FLR BASE

WALL

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REMARKS

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DOOR SCHEDULE

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NO

LBL REMARKS

NO. SIZE TYPE

DOOR FRAME

PROJECT TITLE:

RBM-PROJECT NO: SCALE: ADDENDUM

FAX (575) 647-1563

1065 S. MAIN ST., BLDG. D, STE. A

LAS CRUCES, NEW MEXICO 88005

(575) 647-1554

[email protected]

DATE:

FIRE STATION #7

WEST WOOD AVENUE CARLSBAD, NEW MEXICO

THE CITY OF CARLSBAD

FOR

PROJECT TITLE:


FAX (575) 647-1563



(575) 647-1554

[email protected]

DATE:

FIRE STATION #7



FOR

PROJECT TITLE:


FAX (575) 647-1563



(575) 647-1554

[email protected]

DATE:

FIRE STATION #7



FOR

PROJECT TITLE:


FAX (575) 647-1563



(575) 647-1554

[email protected]

DATE:

FIRE STATION #7



FOR

PROJECT TITLE:


FAX (575) 647-1563



(575) 647-1554

[email protected]

DATE:

FIRE STATION #7



FOR

PROJECT TITLE:


FAX (575) 647-1563



(575) 647-1554

[email protected]

DATE:

FIRE STATION #7



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PROJECT TITLE:


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(575) 647-1554

[email protected]

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KEYED NOTES

PROJECT TITLE:


FAX (575) 647-1563



(575) 647-1554

[email protected]

DATE:

FIRE STATION #7



FOR

STUBBS

ENGINEERING, INC.

277 E. AMADOR AVE.,

SUITE 200

LAS CRUCES, NM 88001

PH: (575) 993-5228

STUBBS

ENGINEERING, INC.

277 E. AMADOR AVE.,

SUITE 200


PH: (575) 993-5228

STUBBS

ENGINEERING, INC.

277 E. AMADOR AVE.,

SUITE 200


PH: (575) 993-5228

STUBBS

ENGINEERING, INC.

277 E. AMADOR AVE.,

SUITE 200


PH: (575) 993-5228

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ENGINEERING, INC.

277 E. AMADOR AVE.,

SUITE 200


PH: (575) 993-5228

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