lincoln elementary school new classroom building...

LINCOLN ELEMENTARY SCHOOL NEW BUILDING ADDENDUM NO. 2 GLENDALE UNIFIED SCHOOL DISTRICT of 4

Date: November 6, 2015 ADDENDUM NO. 2 To Project Bidding Documents for: LINCOLN ELEMENTARY SCHOOL NEW CLASSROOM BUILDING DSA Appl. No. 03-114337 LA CRESCENTA, CA. DSA File No. 19-41 tBP Proj. No. 20774.00 tBP/ARCHITECTURE 4611 Teller Avenue Newport Beach, CA 92660 949/673-0300 TO: PROSPECTIVE BIDDERS This Addendum forms a part of the Contract Documents and modifies the original Drawings dated June 4, 2012 and Specifications dated June 4, 2012. Acknowledge receipt of this Addendum in space provided on the Bid Form. Failure to acknowledge may subject Bidder to disqualification. CHANGES TO SPECIFICATIONS

1. TABLE OF CONTENTS Replace the Table of Contents with new Table of Contents issued with this addendum.

2. SECTION 03 45 00 Precast Architectural Concrete

Add Section “03 45 00 Precast Architectural Concrete” in its entirety.

3. SECTION 09 33 00 Tiling Add Section “09 33 00 Tiling” in its entirety.

4. SECTION 09 77 13 Covered Tackboard Panels Add Section “03 45 00 Covered Tackboard Panels” in its entirety.

5. SECTION 21 05 00 Automatic Fire Sprinklers

Add Section “21 05 00 Automatic Fire Sprinklers” in its entirety.

6. SECTION 32 14 13 Precast Concrete Unit Paving Add Section “32 14 13 Precast Concrete Unit Paving” in its entirety.

CHANGES TO DRAWINGS 1. SHEET C-2 GRADING PLAN

Revise bottom of Legend is say “Install synthetic turf per specifications. 2. SHEET L-2 PLANTING PLAN

Revise Artificial Turf Installation note “Source is to be per specifications”.


3. SHEET A-1 OVERALL SITE PLANS a. Added note: Any existing portables being used as the construction trailer

or light construction storage shall be returned to the District in like new condition; paint walls, replace carpet and replace any damaged ceiling tiles as required.

4. SHEET AS-2 SITE DEMOLITION PLAN

Added note to plan “All portables are to be removed from the site after the completion of the new classroom building and be delivered to FASO Yard at 349 W. Magnolia Ave., Glendale CA 91204.

5. SHEET A8 INTERIOR ELEVATIONS a. Typical Classroom Elevations – elevations 1 & 3 walls to be painted and

elevations 2 & 4 to have acoustic tackable wall surface installed level with the bottom and top of the white boards.

6. SHEET 2.01 SITE DETAILS

Revised Detail No. 13. Refer to sketch AR-08 issued with this addendum. 7. SHEET 8.01 DOOR & WINDOW SCHEDULE

a. Window/door type HM-1 applies to doors 101, 104 – 107, 109, 110, 114 – 118.

8. SHEET 9.01 FINISH SCHEDULE

a. Interior Finish Schedule – Restrooms # 109, 110, 114 and 115 to have 2”x2” ceramic tile non-glazed slip resistant floor tiles, see Spec Section 09 33 00 Tiling.

9. SHEET P0-2 PLUMBING SCHEDULES AND CALCULATIONS

a. Plumbing Fixture Schedule, revised Item L-1 and L-2 as follows: Deleted American Standard “Declyn” No.0321.026 and replaced with American Standard “Wheelchair Users Lavatory” No. 9141.011.

10. SHEET E0-2 SINGLE LINE DIAGRAM AND DETAILS Replace full size sheet Drawing E0-2 in its entirety, issued with this addendum. 11. SHEET E0-3 FIXTURE SCHEDULE, NOTES AND DETAILS a. Lighting Fixture Schedule, delete Fixture Type 7 in its entirety. 12. SHEET E0-4 FIRE ALARM RISER DIAGRAM AND CALCULATIONS Replace full size sheet Drawing E0-4 in its entirety, issued with this addendum. 13. SHEET E1-0 OVERALL SITE ELECTRICAL DEMOLITION PLAN Replace full size sheet Drawing E1-0 in its entirety, issued with this addendum. 14. SHEET E1-2 SITE ELECTRICAL PLAN Replace full size sheet Drawing E1-2 in its entirety, issued with this addendum. 15. SHEET E3-1 LIGHTING PLAN Replace full size sheet Drawing E3-1 in its entirety, issued with this addendum.


16. SHEET E3-2 POWER PLAN Replace full size sheet Drawing E3-2 in its entirety, issued with this addendum. 17. SHEET E3-3 SIGNAL PLAN Replace full size sheet Drawing E3-3 in its entirety, issued with this addendum. 18. SHEET E3-4 FIRE ALARM PLAN Replace full size sheet Drawing E3-4 in its entirety, issued with this addendum. 19. SHEET E5-1 PANEL SCHEDULE Replace full size sheet Drawing E5-1 in its entirety, issued with this addendum. ATTACHMENTS The following attachments are a part of Addendum No. 2: 1. Specification Sections:

A. TABLE OF CONTENTS B. 03 45 00 PRECAST ARCHITECTURAL CONCRETE C. 09 33 00 TILING D. 09 77 13 TECH WALLS E. 21 05 00 AUTOMATIC FIRE SPRINKLERS F. 32 14 13 PRECAST CONCRETE UNIT PAVING G. LAVATORY CUT SHEET H. FIRE ALARM CUT SHEETS

2. Full Size Documents 30” x 42” Drawings: (Total 09) E-02 Single Line Diagram and Details E-04 Fire Alarm Riser Diagram and Calculations E1-0 Overall Electrical Demolition Site Plan E1-2 Electrical Site Plan E3-1 Lighting Plan E3-2 Power Plan E3-3 Signal Plan E3-4 Fire Alarm Plan E5-1 Panel Schedule 3. Small Sketch Documents (8 ½” x 11”) Drawings: (Total 01) AR-08


_____ Hung Cheng, tBP/Architecture _______________________________ Jacob Vandervis, Tait & Associates Inc. ____________________________________ Mathew Pezeshki, Pezeshki Engineering Inc. ______________________________ Stephen R. Zajicek, FBA Engineering Division of State Architect Date Office of Regulation Services

tBP/Architecture LINCOLN ELEMENTARY SCHOOL ORG tBP Job Number 20774.10 Glendale Unified School District

ADDENDUM 1 TABLE OF CONTENTS 00 01 10 - 1

SECTION 00 01 10 TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 00 -- PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 01 – TITLE PAGE 00 01 05 – CERTIFICATION PAGE 00 01 10 - TABLE OF CONTENTS 00 11 16 - INVITATION TO BID 00 21 13 - INSTRUCTIONS TO BIDDERS 00 31 19 – EXISTING CONDITIONS 00 31 32 – GEOTECHNICAL DATA 00 41 13 – BID FORM 00 43 13 – BID BOND (SECURITY) FORM 00 43 36 – DESIGNATED SUBCONTRACTORS LIST 00 45 01 – SITE-VISIT CERTIFICATION 00 45 19 – NONCOLLUSION AFFIDAVIT 00 45 26 – WORKERS COMPENSATION CERTIFICATION 00 45 50 – PREVAILING WAGE AND RELATED LABOR REQUIREMENTS CERTIFICATION 00 45 55 – DVBE PARTICIPATION CERTIFICATION 00 45 60 – DRUG-FREE WORKPLACE CERTIFICATION 00 45 65 – TOBACCO-FREE ENVIRONMENT CERTIFICATION 00 45 70 – HAZARDOUS MATERIALS CERTIFICATION 00 45 75 – LEAD BASED MATERIALS CERTIFICATION 00 45 80 – IMPORTED MATERIALS CERTIFICATION 00 45 85 – CRIMINAL BACKGROUND INVESTIGATION / FINGERPRINTING CERTIFICATION 00 45 90 – ROOFING – PCC 3006 CERTIFICATION 00 51 00 - NOTICE OF AWARD 00 52 13 – AGREEMENT 00 54 50 – ESCROW BID DOCUMENTATION 00 54 55 – ESCROW AGREEMENT FOR SECURITY DEPOSITS IN LIEU OF RETENTION 00 54 60 – HAZARDOUS MATERIAL PROCEDURES AND REQUIREMENTS 00 54 65 – LABOR COMPLIANCE PROGRAM INFORMATION AND FORMS 00 54 70 – SWPPP 00 55 00 – NOTICE TO PROCEED 00 61 14 – PERFORMANCE BOND 00 61 15 – PAYMENT BOND 00 63 00 – DISTRICT CONTRACT FORMS 00 65 00 – DISTRICT CLOSEOUT FORMS 00 65 25 – AGREEMENT AND RELEASE OF ANY AND ALL CLAIMS 00 65 36 – WARRANTY AND GUARANTEE FORM 00 70 00 – GENERAL CONDITIONS 00 71 00 – SPECIAL CONDITIONS

SPECIFICATIONS

DIVISION 01 -- GENERAL REQUIREMENTS

01 10 00 - SUMMARY 01 20 00 - PRICE AND PAYMENT PROCEDURES 01 30 00 - ADMINISTRATIVE REQUIREMENTS 01 31 13 – PROJECT COORDINATION 01 31 43 – REQUEST FOR INFORMATION



01 32 16 - CONSTRUCTION PROGRESS SCHEDULE 01 33 13 – SUBMITTAL PROCEDURES 01 35 71 – HPI VERIFIED REQUIREMENTS 01 40 00 - QUALITY REQUIREMENTS 01 41 00 - REGULATORY REQUIREMENTS 01 42 16 – DEFINITIONS 01 45 33 – CODE-REQUIRED SPECIAL INSPECTIONS. 01 50 00 - TEMPORARY FACILITIES AND CONTROLS 01 57 21 - INDOOR AIR QUALITY CONTROLS 01 60 00 - PRODUCT REQUIREMENTS 01 61 16 – VOLATILE ORGANIC COMPOUND CONTENT RESTRICTIONS 01 70 00 - EXECUTION AND CLOSEOUT REQUIREMENTS 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 01 78 00 - CLOSEOUT SUBMITTALS 01 91 00 - COMMISSIONING

DIVISION 02 -- EXISTING CONDITIONS (NOT USED) DIVISION 03 -- CONCRETE

03 10 00 – CONCRETE FORMWORK & ACCESSORIES 03 20 00 - CONCRETE REINFORCEMENT 03 30 00 - CAST-IN-PLACE CONCRETE 03 45 00 - PRECAST ARCHITECTURAL CONCRETE 03 35 19 – INTEGRALLY-COLORED CONCRETE FINISHING

DIVISION 04 – MASONRY

04 22 00 - REINFORCED CONCRETE MASONRY UNITS

DIVISION 05 -- METALS

05 12 00 - STRUCTURAL STEEL 05 12 13 – ARCHITECTURALLY EXPOSED STRUCTURAL STEEL 05 31 00 - STEEL DECK 05 40 00 - COLD-FORMED METAL FRAMING 05 50 00 - METAL FABRICATIONS 05 73 13 - METAL PICKET RAILINGS

DIVISION 06 -- WOOD, PLASTICS, AND COMPOSITES

06 11 43 – MISCELLANEOUS CARPENTRY 06 16 43 – GYPSUM SHEATHING BOARD 06 41 00 - ARCHITECTURAL WOOD CASEWORK

DIVISION 07 -- THERMAL AND MOISTURE PROTECTION

07 16 16 - CRYSTALLINE WATERPROOFING 07 21 00 - THERMAL INSULATION 07 22 13 - ROOF AND DECK INSULATION 07 25 01 - WEATHER RESISTANT MEMBRANES 07 26 16 - UNDER-SLAB VAPOR BARRIER 07 32 16 - CONCRETE ROOF TILES 07 54 19 – POLYVINYL-CHLORIDE ROOFING 07 62 00 - SHEET METAL FLASHING AND TRIM 07 65 00 - SELF-ADHERING FLEXIBLE FLASHING 07 72 00 - ROOF ACCESSORIES 07 84 00 - FIRESTOPPING



07 90 05 - JOINT SEALERS

DIVISION 08 -- OPENINGS

08 11 13 - HOLLOW METAL DOORS AND FRAMES 08 11 16 – ALUMINUM STILE AND RAIL DOORS AND FRAMES 08 14 16 - FLUSH WOOD DOORS 08 31 00 - ACCESS DOORS AND PANELS 08 51 13 – ALUMINUM WINDOWS 08 62 50 – TUBULAR DAYLIGHTING DEVICES 08 71 00 - DOOR HARDWARE 08 80 00 - GLAZING 08 91 00 - LOUVERS

DIVISION 09 -- FINISHES

09 05 61 – COMMON WORK RESULTS FOR FLOORING PREPARATION 09 21 16 - GYPSUM BOARD ASSEMBLIES 09 22 36.23 - METAL LATH 09 24 00 - PORTLAND CEMENT PLASTERING 09 30 00 - TILING 09 51 00 - ACOUSTICAL CEILINGS 09 65 00 – RESILIENT FLOORING 08 68 13 – TILE CARPETING 09 72 00 - WALL COVERINGS 09 77 13 – COVERED TACK BOARD PANELS 09 90 00 - PAINT 09 96 00 - HIGH-PERFORMANCE COATINGS

DIVISION 10 -- SPECIALTIES

10 11 01 – MARKER BOARDS 10 14 00 - SIGNAGE 10 21 13.19 - PLASTIC TOILET COMPARTMENTS 10 28 00 - TOILET ACCESSORIES 10 44 00 - FIRE PROTECTION SPECIALTIES

DIVISION 11 -- EQUIPMENT

11 52 13 - PROJECTION SCREENS

DIVISION 12 -- FURNISHINGS

12 21 16 - VERTICAL LOUVER BLINDS 12 93 13 – SITE FURNISHINGS

DIVISION 13 -- SPECIAL CONSTRUCTION (NOT USED) DIVISION 14 -- CONVEYING EQUIPMENT (NOT USED) DIVISION 21 -- FIRE SUPPRESSION

21 13 00 – AUTOMATIC FIRE SPRINKLERS

DIVISION 22 -- PLUMBING

22 05 00 – COMMON WORK RESULTS FOR PLUMBING 22 05 03 – EARTHWORK FOR PLUMBING SYSTEMS 22 05 19 – METERS & GAGES FOR PLUMBING PIPING 22 05 23 – GENERAL DUTY VALVES FOR PLUMBING PIPING



22 05 29 - HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 22 05 53 - IDENTIFICATION OF PLUMBING PIPING AND EQUIPMENT 22 07 00 - PLUMBING INSULATION 22 10 00 - PLUMBING PIPING 22 10 19 - PLUMBING PIPING SPECIALTIES 22 11 00 – FACILITY WATER DISTRIBUTION 22 13 00 - FACILITY SANITARY SEWERAGE 22 42 00 – COMMERCIAL PLUMBING EQUIPMENT

DIVISION 23 -- HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 05 00 – COMMON WORK RESULTS FOR HVAC 23 05 13 – COMMON MOTORS REQUIREMENTS FOR HVAC EQUIPMENT 23 05 48 - VIBRATION AND SEISMIC CONTROLS FOR HVAC 23 05 53 - IDENTIFICATION OF HVAC PIPING, DUCTWORK AND EQUIPMENT 23 05 93 - TESTING, ADJUSTING, AND BALANCING FOR HVAC 23 07 00 - HVAC INSULATION 23 08 00 - HVAC COMMISSIONING 23 11 23 - FACILITY NATURAL GAS PIPING 23 31 13 - METAL DUCTS 23 33 00 - AIR DUCT ACCESSORIES 23 34 23 - HVAC POWER VENTILATORS 23 81 19 – PACKAGED ROOFTOP AIR CONDITIONER 23 81 26 - SPLIT SYSTEM AIR-CONDITIONING

DIVISION 25 - INTEGRATED AUTOMATION

25 08 00 – INTEGRATED AUTOMATION COMMISSIONING

DIVISION 26 -- ELECTRICAL

26 05 00 – COMMON WORK RESULTS FOR ELECTRICAL 26 05 15 - BASIC ELECTRICAL MATERIALS AND METHODS 26 05 33 – CONDUIT AND WIRE 26 05 36 – CABLE TRAY 26 05 43 - PULLBOXES 26 05 48 – SOUND CONTROL 26 09 23 – OCCUPANCY MOTION SENSORS 26 09 43 - LIGHTING CONTROL SYSTEM 26 24 13 - SWITCHBOARDS 26 24 16 – BRANCH CIRCUIT PANELBOARDS AND TERMINAL CABINETS 26 24 19 – MOTOR CONTROL EQUIPMENT 26 50 00 –LIGHTING FIXTURES 26 52 00 – EMERGENCY LIGHTING CENTRAL BATTERY

DIVISION 27 -- COMMUNICATIONS

27 10 00 - STRUCTURED CABLING 27 13 33 - TELEVISION DISTRIBUTION SYSTEM 27 41 00 – AUDIO/VISUAL COMMUNICATIONS 27 51 13 - PAGING SYSTEM 27 53 13 - CLOCK SYSTEM

DIVISION 28 -- ELECTRONIC SAFETY AND SECURITY

28 16 00 – INTRUSION DETECTION SYSTEM 28 31 00 - FIRE ALARM



DIVISION 31 – EARTHWORK

32 00 00 - EARTHWORK

DIVISION 32 -- EXTERIOR IMPROVEMENTS (SEE DRAWINGS)

32 00 00 – CURBS AND SIDEWALKS 32 12 13 – ASPHALTIC CONCRETE PAVING 32 13 16 – CONCRETE PAVING 32 14 13 – PRECAST CONCRETE UNIT PAVING 32 17 20 - TACTILE WARNING SURFACES 32 17 23 – PAINTED PAVEMENT MARKINGS 32 18 23 – SYNTHETIC TRACK SURFACING 32 31 13 – CHAIN LINK FENCES AND GATES 32 85 20 – ARTIFICIAL TURF

DIVISION 33 – UTILITIES

33 10 00 – WATER DISTRIBUTION 33 30 00 – SANITARY SEWAGE SYSTEMS 33 39 13 – SEWER MANHOLES, FRAMES, AND COVERS 33 40 00 – STORM DRAINAGE 33 51 13 – NATURAL GAS YARD PIPING

DIVISION 34 -- TRANSPORTATION (NOT USED) DIVISION 35 -- WATERWAY AND MARINE CONSTRUCTION (NOT USED) DIVISION 36 -- RESERVED (NOT USED) DIVISION 37 -- RESERVED (NOT USED) DIVISION 38 -- RESERVED (NOT USED) DIVISION 39 -- RESERVED (NOT USED) DIVISION 40 -- PROCESS INTEGRATION (NOT USED) DIVISION 41 -- MATERIAL PROCESSING AND HANDLING EQUIPMENT (NOT USED) DIVISION 42 -- PROCESS HEATING, COOLING, AND DRYING EQUIPMENT (NOT USED) DIVISION 43 -- PROCESS GAS AND LIQUID HANDLING, PURIFICATION AND STORAGE

EQUIPMENT (NOT USED) DIVISION 44 -- POLLUTION CONTROL EQUIPMENT (NOT USED) DIVISION 45 -- INDUSTRY-SPECIFIC MANUFACTURING EQUIPMENT (NOT USED) DIVISION 46 -- WATER AND WASTEWATER EQUIPMENT (NOT USED) DIVISION 47 -- RESERVED (NOT USED) DIVISION 48 -- ELECTRICAL POWER GENERATION (NOT USED) DIVISION 49 -- RESERVED (NOT USED)

END OF TABLE OF CONTENTS

tBP / Architecture LINCOLN ELEMENTARY SCHOOL ORG P/N 20774.10 Glendale Unified School District

INTEGRALLY-COLORED CONCRETE FINISHING 03 35 19 - 1

SECTION 03 35 19

INTEGRALLY-COLORED CONCRETE FINISHING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes:

1. Integrally-colored cast-in-place concrete slabs at toilet rooms and sealer. 2. This Section supplements the provisions of Sections 03 10 00 and 03 30 00.

B. Related sections include Division 7 Joint Sealers.

1.2 ADMINISTRATIVE REQUIREMENTS

A. Preinstallation Conference:

1. Conduct conference at Project site. 2. Comply with Division 01 Section "Project Management and Coordination". 3. Review procedures required to produce specified results.

1.3 SUBMITTALS

A. Data: Manufacturer Product Data for pigments, including written instructions for application. B. Shop Drawings: Indicate extent of each color of integrally colored concrete A. Samples for Verification: Submit sample chip of specified concrete colors indicating Davis

color name. B. Qualification Data: For Installer. C. Other submittals: As specified in Section 03 30 00.

1.4 QUALITY ASSURANCE

A. General: Refer and conform to Section 03 30 00. B. Obtain each material from same source and maintain high degree of consistency in

workmanship throughout Project. C. Installer Qualifications: Concrete work shall be by firm with five years’ experience with work

of similar scope and quality. D. E. Mockup: At least a month before beginning colored concrete work, cast a 10-foot square by

4-inch thick sample panel of colored concrete at a location on the site agreed upon with the Architect.

1. Use materials and construction techniques intended to be used for the Project, including the selected cement, aggregates, form materials and ties, spacers, inserts, and release agents; sandblast one side as specified.

2. Retain Samples of the actual cement and aggregates used. 3. Include snap-tie holes and areas to be patched so that the patching technique may

also be developed and approved. 4. Protect panel until its removal is authorized, or until colored concrete work has been

accepted. Modify as necessary to achieve a panel satisfactory to the Architect. 5. Approved panel shall serve as the standard for all remaining colored concrete work.

Remove panel only after completion and acceptance of colored concrete work.



F. Throughout the job, periodically sample the cement and aggregate being used for comparison of color and gradation with the materials used in the test panel.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cements and Supplementary Cementitious Materials::

1. Types: As specified in Related Sections. 2. Colors: As required to match Reference Sample.

B. Fine Aggregate:

1. Types: As specified in Related Sections. 2. Color: As required to match Reference Sample.

C. Water: Clean and potable. D. Admixtures: Do not use calcium chloride admixtures. E. Coloring pigments for ready-mix concrete:

1. ASTM C 979, Chromix admixtures by LM Scofield Co., or equal by Tamms Industries, Davis Colors or Colorful Admixtures, Inc.

2. Before use, verify pigment compatibility with other admixtures used with the concrete.

F. All other materials: As specified in Section 03 30 00, unless noted otherwise below. G. Special Aggregates: <Requirements>. H. Water: Clean and potable.

2.2 COLOR ADDITIVES

A. Manufacturer:

1. Davis Colors for Basis of Design. 2. Other acceptable manufacturers includes the following provided they meet these

requirements:

a. LM Scofield Company. b. BASF Construction Chemicals. c. Or equal.

B. Type:

1. Concentrated pigments specially processed for mixing into concrete and complying with ASTM C979.

2. Color additives containing carbon black are not acceptable.

C. Color Additive Delivery: Automated Dispensing: Meter and dispense colors using computer-controlled automated color weighing and dispensing system. Use Davis Colors Chameleon liquid metering system and Hydrotint liquid color additives.

2.3 CONCRETE FLATWORK



A. Curing Compound for Flatwork: Equal to Davis Colors W-1000 Clear Cure & Seal, tinted to match integrally colored concrete; complying with ASTM C309 and designed for use on integrally colored concrete.

2.4 ACCESSORIES

A. Joint Sealants:

1. Provide [type specified in Division 07 Section "Joint Sealants". 2. Colors: Colors selected by Architect to match integrally colored concrete.

B. Cleaning Agents: Use products known to be compatible with integrally colored concrete.

2.5 MIXES

A. Slump: 4 inches. If greater slump is required, use water-reducing or super-plasticizing admixture; do not add water.

B. Color Additives: Mix in accordance with manufacturer's instructions. Mix until color additives are uniformly dispersed throughout mixture and disintegrating bags, if used, have disintegrated.

C. Do not retemper mix or add water in field.

2.6 CONCRETE COLORS

A. Concrete Color 01: Match Architect’s control sample. B. Concrete Color 02: Match Architect’s control sample.

2.7 CONCRETE MIX

A. Comply with the provisions of Section 03 30 00, the following, and the coloring admixture manufacturer's recommendations.

B. Use ready-mixed concrete conforming to ASTM C 94; no job-mixed concrete allowed. Establish color control procedures at ready-mix plant and site to assure concrete of uniform color and matching approved sample panel.

C. Wash and wet down the mixing drum with water and dump the wash water to obtain a water measurement on the first load that will be representative for future loads, prior to the batching of the fist load.

D. Irrespective of strength requirements, use a minimum of 6 sacks of cement per yard of concrete.

E. Assure batch-to-batch uniformity with good concrete mix control. The weight of cement must be accurate.

1. When pigments are batched from bags, use a whole number of bags per truck. 2. When more than one truckload of concrete is required, use the same size truck for all

loads.

F. Mix concrete for the lowest slump possible, but do not exceed 5 inches in all cases.

PART 3 - EXECUTION

3.1 EXAMINATION/PROTECTION



A. Examine surfaces to receive concrete. B. Correct detrimental conditions before casting concrete. C. Protect adjacent surfaces from staining and damage by covering them with impermeable

coverings securely taped in place.

3.2 FORMS AND REINFORCEMENT

A. Comply with the provisions of Sections 03 10 00 and 03 20 00, and the following. B. Make certain that the forms are coated with a polyurethane or similar coating sufficiently

heavy to prevent grain transfer, or use resin paper overlay plywood similar to Burke Neotex to prevent transfer of grain marks. Fill and coat plywood plugs (boats).

C. Make certain that form joints, holes, and other such openings are sealed with 2-inch wide vinyl or polyester film tape (3M-351 or equal) to prevent leakage of mix water.

D. Use only non-staining release agents.

3.3 CONCRETE PLACING/FINISHING/CURING

A. Cast, consolidate, finish and cure concrete work in compliance with ACI 301, unless amended or superseded by these Specifications or notes on the Structural Drawings.

B. Place all colored concrete at the same slump. C. Do not use vibrator to move the concrete in the forms. Place the concrete and consolidate

only with vibrator. Do not place concrete in more than 2 -foot lifts without vibrating. Do not permit the interval vibrators to touch the forms and do not over-vibrate.

D. As soon as possible after stripping the forms and before texturing, patch tie holes and rock pockets using the same method proved satisfactory to the Architect on the sample panel, so that the concrete will cure as a unit.

E. Then sandblast exposed surfaces at the same age using equipment in good condition and experienced mechanics.

F. Finished surfaces shall be free of ripples, bumps (and trowel and chatter marks), and shall match the approved mockup.

G. Architectural Concrete:

1. As-Cast Finish: Form or form facing material shall be: Smooth.

H. Trowel Finish: Provide smooth surface. Hard trowel to densify surface. Do not over-trowel or start troweling late.

1. Hand Trowel: Use steel trowel. 2. Machine Trowel: Use steel trowel blades. Or use steel-reinforced plastic trowel

blades such as Poly-Pro from Wagman Metal Products, Inc. (www.wagmanmetal.com)

I. Surface Tolerance: ACI 117: Class A (+1/8 inch maximum irregularities).

3.4 CURING

A. Apply curing compound for flatwork in accordance with manufacturer's instructions. Apply curing at consistent time for each placement.

B. Maintain concrete between 65° and 85°F during curing.

3.5 CLEANING

A. Efflorescence: Remove efflorescence as soon as practical after it appears and as part of final cleaning.

B. Use least aggressive cleaning techniques possible



C. If proprietary cleaning agents are used, pre-wet surface, test cleaning agent on small, inconspicuous area, and check effects prior to proceeding. Thoroughly rinse surface afterwards with clean water. Follow cleaner manufacturer's instructions.

D. Do not use muriatic or hydrochloric acid on integrally colored concrete.

3.6 PROTECTING

A. Protect colored concrete against damage and stains until building acceptance. Repair, to the Architect's satisfaction, or replace damaged and stained concrete.

END OF SECTION


ADDENDUM #1 TILING 09 30 00 - 1

SECTION 09 30 00

TILING

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Tile for wall applications.

B. Cementitious backer board as tile substrate.

C. Stone thresholds.

1.02 SUBMITTALS

A. See Section 01 33 00, for submittal procedures.

B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories. Include instructions for using grouts and adhesives.

C. Samples: Mount tile and apply grout on two plywood panels, minimum 18 x 18 inches in size illustrating pattern, color variations, and grout joint size variations.

D. Samples: Provide one full size sample of marble threshold. This will be returned upon acceptance of sample.

E. Manufacturer's Certificate: Certify that products are compatible with each other and that they meet or exceed specified requirements.

F. Maintenance Data: Include recommended cleaning methods, cleaning materials, stain removal methods, and polishes and waxes.

G. Maintenance Materials: Furnish the following for Glendale Unified School District's use in maintenance of project.

1. See Section 01 60 00 - Product Requirements, for additional provisions.

2. Extra Tile: 2 percent of each size, color, and surface finish combination, but not less than boxes of each type.

H. HPI certification product data:

1. Low Emitting Materials, Adhesives & Sealants including printed statement of VOC content.


A. Maintain one copy of The Tile Council of North America Handbook and ANSI A108 Series/A118 Series on site.

B. Manufacturer Qualifications: Company specializing in manufacturing the types of products specified in this section, with minimum 5 years of documented experience.

C. Installer Qualifications: Company specializing in performing tile installation, with minimum of 3 years of documented experience.

D. HPI requirements

1. See Section 01 61 13 - Volatile Organic Compound Content Requirements.

2. Adhesives: Meet the volatile organic chemicals (VOC) content requirements in the applicable category of South Coast Air Quality Management District (SCAQMD) Rule 1168, Adhesive and Sealant Applications (current version).



3. Adhesives must follow the specifications of the CDPH Standard Practice

1.04 MOCK-UP

A. See Section 01 40 00 - Quality Requirements, for general requirements for mock-up.

B. Construct tile mock-up where indicated on the drawings, incorporating all components specified for the location.

1. Minimum size of mock-up is indicated on the drawings.

2. Mock-up shall include two walls and an interior corner, size to be 60 square feet of wall and 10 square feet of floor, in one corner.

3. Approved mock-up may remain as part of the Work.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Protect adhesives from freezing or overheating in accordance with manufacturer's instructions.

1.06 FIELD CONDITIONS

A. Do not install adhesives in an unventilated environment.

B. Maintain ambient and substrate temperature of 50 degrees F during installation of mortar materials.

PART 2 PRODUCTS

2.01 TILE

A. Manufacturers: All products by the same manufacturer.

1. Dal Tile basis of design, American Olean Company is also acceptable.

2. Floor Tile and Cove Base style: unglazed porcelain paver abrasive; natural finish, cushioned edge; Keystone, Group 1 and 2.

3. Floor Tile and Cove Base size: 2x2.

4. Wall Tile style: 90% of wall.Standard product line, price group 2.

5. Wall Tile size: 4x4.

5. Accent Wall Tile style: 10% of wall, price group 3.

6. Accent Wall Tile size: 4x4.

6. Tile shall have a coefficient of friction of at least 0.6 per ASTM C1028. CBC 11240.1 ADA Standards 4.5.1.

7. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 TRIM AND ACCESSORIES

A. Thresholds: Marble, white Carrara, honed finish; 2 inches wide by full width of wall or frame opening; 1/2 inch thick thick; beveled two long edge with radiused corners on top side; without holes, cracks, or open seams.

1. Applications: Provide at the following locations:

a. At doorways where tile terminates.

b. At open edges of floor tile where adjacent finish is a different height.



2.03 ADHESIVE MATERIALS

A. Adhesive Material: Thinset Mortar-exceeds ANSI A 118.4 or as recommended by tile manufacturer.

B. Organic Adhesive at TCNA W245: ANSI A118.1, thinset bond type.

2.04 MORTAR MATERIALS

A. Manufacturers:

1. Mapei Corporation; Product Keraset: www.mapei.com.

a. When used with porcelain tile, mix with Keraply.

2. Laticrete; meet ANSI A118.1 and ANSI A118.4: www.laticrete.com.

3. Bostik, Inc; meet ANSI A118.1 and ANSI A118.4: www.bostik-us.com.


B. Mortar Bond Coat Materials for Thin-Set Installations:

1. TCNA W 245-11 Installation: Latex-Portland Cement type: ANSI A118.4.

2.05 GROUT MATERIALS

A. Manufacturers:

1. Basis of Design: Laticrete International Inc., 254 Platinum Multi-Purpose Thin-set Mortar: www.latocrete.com.

2. Custom Building Products; Product Megabond: www.custombuildingproducts.com.

3. Mapei Corporation; Product Ultraflex 3: www.mapei.com.


B. Grout: Any type specified in ANSI A118.6 or A118.7.

2.06 THIN-SET ACCESSORY MATERIALS

A. Bond Coat: As recommended by mortar manufacturer.

B. Crack Isolation Membrane at TCNA EJ171: Mapei "Mapeguard SM' or approved equal.

C. Tile Sealer: Johnson "Plaza Plus" or approved equal.

D. Uncoupling Membrane: 1/8 inch thick polyurethane matting with three-dimensional grid structure with dovetail shaped cavities and fleece webbing laminated to the underside to provide a mechanical bond to the substrate adhesive (DITRA).

E. Waterproofing Membrane at Floors: Specifically designed for bonding to cementitious substrate under thick mortar bed or thin-set tile; complying with ANSI A118.10.

1. Type: Fluid-applied.

2. Material: Trowel-applied water-based acrylic membrane, 25 mils thick, minimum, with continuous polyester fabric reinforcement.

3. Products:

a. AVM Industries, Inc; System 700 with continuous polyester fabric reinforcement: www.avmindustries.com.



F. Waterproofing Membrane at Showers and Tiled Tubs: Specifically designed for bonding to cementitious substrate under thick mortar bed or thin-set tile; complying with ANSI A118.10.

1. Type: Fluid-applied.

2. Material: Trowel-applied water-based acrylic membrane, 25 mils thick, minimum, with continuous polyester fabric reinforcement.

3. Products:

a. AVM Industries, Inc; System 700 with continuous polyester fabric reinforcement: www.avmindustries.com.

G. Membrane at Walls: No. 15 asphalt saturated felt.

H. Reinforcing Mesh: 2 x 2 inch size weave of 16/16 wire size; welded fabric, galvanized.

I. Metal Lath: ASTM C 847, Flat diamond mesh, of weight to suit application, galvanized finish.

J. Grout Sealer: As recommended by tile manufacturer's.

1. Comply with LEED® Credit EQ 4.1

K. Cementitious Backer Board: ANSI A118.9; High density, cementitious, glass fiber reinforced, 5/8 inch thick; 2 inch wide coated glass fiber tape for joints and corners.

1. Custom Building Products; Wonderboard.

2. USG Corporation; Durock Brand Cement Board.


PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that sub-floor surfaces are smooth and flat within the tolerances specified for that type of work and are ready to receive tile.

B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type of work, are dust-free, and are ready to receive tile.

C. Verify that concrete sub-floor surfaces are ready for tile installation by testing for moisture emission rate and alkalinity; obtain instructions if test results are not within limits recommended by tile manufacturer and setting materials manufacturer.

3.02 PREPARATION

A. Protect surrounding work from damage.

B. Vacuum clean surfaces and damp clean.

C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable flatness tolerances.

D. Install cementitious backer board in accordance with ANSI A108.11 and board manufacturer's instructions. Tape joints and corners, cover with skim coat of dry-set mortar to a feather edge.

E. Prepare substrate surfaces for adhesive installation in accordance with adhesive manufacturer's instructions.



3.03 INSTALLATION - GENERAL

A. Install tile and grout in accordance with applicable requirements of ANSI A108.1 through A108.13, manufacturer's instructions, and The Tile Council of North America Handbook recommendations.

B. Lay tile to pattern indicated. Do not interrupt tile pattern through openings.

C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and bases neatly. Align base and wall joints.

D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size. Make joints watertight, without voids, cracks, excess mortar, or excess grout.

E. Form internal angles square and external angles bullnosed.

F. Install thresholds where indicated.

G. Sound tile after setting. Replace hollow sounding units.

H. Keep expansion joints free of adhesive or grout. Apply sealant to joints.

I. Allow tile to set for a minimum of 48 hours prior to grouting.

J. Grout tile joints. Use standard grout unless otherwise indicated.

K. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar planes.

3.04 INSTALLATION - FLOORS - THIN-SET METHODS

A. Over interior concrete substrates, install in accordance with The Tile Council of North America Handbook Method F113, dry-set or latex-Portland cement bond coat, with standard grout, unless otherwise indicated.

1. Use uncoupling membrane under all tile unless other underlayment is indicated.

2. Where waterproofing membrane is indicated, install in accordance with The Tile Council of North America Handbook Method F122, with latex-Portland cement grout.

3.05 INSTALLATION - FLOORS - MORTAR BED METHODS

A. Over interior concrete substrates, install in accordance with The Tile Council of North America Handbook Method F 111 with crack isolation membrane, unless otherwise indicated.

1. Where waterproofing membrane is indicated, with standard grout or no mention of grout type, install in accordance with The Tile Council of North America Handbook Method F121.

B. Waterproofing Membrane: Install as specified in ANSI A108.13.

C. Mortar Bed Thickness: 5/8 inch, unless otherwise indicated.

D. Mortar Bed Thickness: As indicated on drawings.

3.06 INSTALLATION - WALL TILE

A. Over cementitious backer units on studs, install in accordance with The Tile Council of North America Handbook Method W244, using membrane at toilet rooms.

B. Over gypsum wallboard on wood or metal studs install in accordance with The Tile Council of North America Handbook Method W243, thin-set with dry-set or latex-portland cement bond coat, unless otherwise indicated.

1. Where mortar bed is indicated, install in accordance with The Tile Council of North



America Handbook Method W222, one coat method.

3.07 SEAL GROUT

A. Seal grout no sooner than 30 days after installation.

B. Install per manufacturer's recommendation except seal grout no sooner than 30 days after installation.

C. Seal floor tiles if recommended by tile manufacturer.

3.08 CLEANING

A. Clean tile and grout surfaces.

3.09 PROTECTION

A. Do not permit traffic over finished floor surface for 4 days after installation.

END OF SECTION


ADDENDUM 1 COVERED TACKBOARD PANELS 09 77 13 - 1

SECTION 09 77 13

COVERED TACKBOARD PANELS

PART 1 GENERAL


A. System shall consist of track, core materials and fabric assembled at Project site to allow fabric to be installed continuously over surface to be covered, up to length to which fabric is manufactured. Prefabricated panels and fabric-wrapped cores are not acceptable., VWP-1.

B. Accessories as required for complete installation.

C. System shall allow for removal and replacement of fabric without dismantling, removal, damaging, or replacement of track.

1.02 RELATED REQUIREMENTS

A. Section 01 61 16 - Volatile Organic Compound (VOC) Content Restrictions.

1.03 SUBMITTALS

A. See Section 01 33 13 Submittal Procedures.

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

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

4. Specimen warranty.

C. Test Reports: Certified test data from an independent test agency verifying that wall systems meet specified requirements for acoustical and fire performance.

D. Shop Drawings: Elevations indicating proposed locations of fabric seams and details indicating typical transitions to other finish surfaces.

E. Verification Samples:

1. Submit thee samples of a corner minimum 6 inches on a side, showing edge molding fabric and substrate.

F. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in Glendale Unified School District's name and registered with manufacturer.


A. Manufacturer Qualifications: Provide all components of acoustical wall systems by a single manufacturer, including recommended primers, adhesives, and sealants.

B. Installer Qualifications: Journeymen installers must have minimum 5 year’s experience in similar trade and minimum of 3 year’s experience with stretched-fabric wall systems.

C. Surface Burning Characteristics: Provide system with flame spread index of 25, maximum, and smoke developed index of 40, maximum, when tested in accordance with ASTM E84.

D. Comply with the requirements of Section 01 61 16 for VOC levels.

1.05 DELIVERY, STORAGE, AND HANDLING

A. Protect fabric, acoustical backing, and track from excessive moisture in shipment, storage,



and handling. Do not deliver materials to project until wet work such as concrete and plaster has been completed.

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

C. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.


A. Do not begin installation until interior conditions have reached temperature and humidity that will be maintained during occupancy. Do not install products under environmental conditions outside manufacturer's absolute limits.

B. All fixed items such as casework, ceiling grid, marker boards (when applicable), wood floor base, door frames, windows etc. must be installed prior to installation.

1.07 WARRANTY

A. See Section 01 70 00 - Contract Closeout, for additional warranty requirements.

B. Correct defective Work within a 5-year period after Date of Substantial Completion.

1.08 FABRIC REPLACEMENT PROGRAM

A. Provide fabric replacement agreement signed by installer. Include cost of agreement in Contract; Owner will not be liable for additional payments for work performed under agreement.

B. Agreement shall have a 3-year term and include replacement of up to ten percent.

C. Provide materials and labor to replace fabric damaged due to any cause. Replacement fabric will not exceed cost of original fabric.

D. Installer shall make reasonable effort to respond to Owner’s service requests within 48 hours.

E. Agreement will not cover removal or replacement of items not specified in this Section.

F’ If Owner chooses to install or maintain wall system with its own personnel, Tech-Wall shall train and instruct Owner’s personnel.

PART 2 PRODUCTS

2.01 TRACK

A. Manufacturer: Tech-Wall Inc.; 805-642-7600 phone or 805-642-0330 fax or www.tech-wall.com.

B. Fabrication: One-piece extruded polymer track with 0.062" minimum wall thickness. Hinged, self-locking and snap-lock extrusions do not satisfy design intent and are not acceptable.

C. Performance: Track shall be able to securely hold fabric without sagging, allow fabric to be removed without damage, and permit repeated cycles of fabric attachment and removal.

D. Depth: ½” as shown on Drawings and as required to accommodate ½” core materials.

E. Color: natural.

F. Perimeter Track: Profile to be Square or Beveled as shown on Drawings.

G. Outside Corners: Fire retardant-treated wood, medium density fiberboard or plastic trim as required.



H. Intermediate Track: Square and beveled butt joints as shown on Drawings.

I. Fasteners: Provide screws, staples, or other fasteners suitable for conditions of use as recommended by track manufacturer.

2.02 MATERIALS

A. Tackable/Acoustical Core:

1. Type: Fire-treated Wood fiberboard.

2. Density: 14.5 pcf. minimum.

3. Thickness: 1/2”.

2.03 FABRIC

A. Product: FR701, Style 2100 by Guilford of Maine

B. Fiber: 100% Recycled Polyester.

C. Weight: 16 +/- 0.5 oz./lin. yd.

D. Usable Width: 66”.

E. Repeat: None.

F. Flammability: Passes NFPA 701 large scale test.

G. Surface Burning Characteristics: ASTM E84 is Class 1 or Class A.

H. Color/Pattern/Texture: Selected by Architect from fabric manufacturer’s standards.

I. Welded Joints:

1. Provide where indicated on Drawings and if required to create a continuous expanse of fabric across areas without intermediate track.

2. Joints shall be ultrasonic welded micro-joints.

3. Fabricate on ultrasonic bonding machine with 1/16-inch 90-degree cut-seal pattern wheel used to create an ultrasonic vibration which fuses the material together, eliminating any fraying at the edges or wings behind the seam.

4. Sewn seams will not be accepted.

2.04 ACCESSORIES

A. Accessory Kit:

1. Container: In each room with tackable wall system, provide a Viewtainer clear plastic tube with colored, spill-resistant end cap that opens when squeezed. End caps shall be from selected stock colors of manufacturer.

2. Contents: Fill container with approximately 100 push pins in rooms with tackable wall system.

PART 3 EXECUTION

3.01 EXAMINATION

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

B. Verify that all casework, marker boards, door and window jambs, finished ceiling, and other finished items abutting or internally effecting tackboard panels have been installed.



3.02 PREPARATION

A. Clean surfaces thoroughly prior to installation.

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

C. Remove wall plates and other obstacles, and prepare substrates to receive core material in accordance with manufacturer's instructions.

3.03 INSTALLATION

A. Install in strict accordance with Manufacturer's installation instructions.

B. Layout: Fabric shall be installed in horizontal “railroad” manner unless otherwise shown on Drawings.

C. Track:

1. Install around perimeter of and openings within wall system and where required at intermediate locations.

2. Fasten with screws, anchors or staples in accordance with manufacturers’ instructions and as required to prevent track from separating from substrate under tension applied by stretched fabric.

3. Install plumb and level and in proper relation to building lines. Follow contours of wall and scribe to adjoining work at borders and penetrations,

4. Never specify panels less than 3” in width or height.

D. Core:

1. Prepare substrates; remove wall plates and other obstacles.

2. Cut core material to accurately fit inside tracked perimeter, without pushing against track jaws. Leave a small gap between edge of core and face of track.

3. Mechanically fasten if necessary to prevent gaps between abutting core pieces and track and to assure proper adhesion.

E. Fabric:

1. Install fabric plumb, level, and in proper relation to building lines.

2. Direction of fabric shall be consistent on a wall and on adjacent walls.

3. Stretch over core and tucked into the track's locking jaws

4. Fabric shall “float” above core; do not fix in place with adhesives, fasteners or tape.

5. Fabric shall be sufficiently taut to avoid sagging under seasonal temperature and humidity variations & shall maintain its shape after being touched or leaned against.

6. Outside Corners: Wrap fabric around corners in one piece without seams or joints, creating one continuous finished surface on two different wall planes. Seams may be used if size of adjacent walls makes it impractical to wrap fabric.

3.04 CLEANING

A. Clean exposed surfaces of tackboard panels, complying with manufacturer's instructions for cleaning and repair of minor finish damage. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage.



3.05 PROTECTION

A. Protect installed products until completion of project, using methods that will ensure that the finished work will be without damage or deterioration at Date of Substantial Completion.

3.06 MAINTENANCE

A. Replace damaged, soiled, or vandalized acoustical wall panels for up to 3 years from Date of Substantial Completion.

B. Replacement of up to 10 percent of the originally installed panels shall be at no additional cost to Glendale Unified School District.

C. Replacement of defective panels covered under warranty provisions is not included in this maintenance service.

END OF SECTION


AUTOMATIC FIRE SPRINKLERS 21 13 00 - 1

SECTION 21 13 00 - AUTOMATIC FIRE SPRINKLERS

PART 1 - GENERAL


A. This Section specifies automatic sprinkler systems and stand pipe and hose systems for buildings and structures. Materials and equipment specified in this Section include:

1. Pipe, fittings, valves, and specialties. 2. Sprinklers.

B. Products furnished but not installed include sprinkler head cabinet with spare sprinkler heads. Furnish to the District's maintenance personnel.

1.2 RELATED SECTIONS

A. The following Sections contain requirements that relate to this Section:

1. Division-2 Section “ Water Distribution Systems 2. Division-15 Section "Private Fire Service Mains" for fire protection piping from fire service

mains to and including water meter and backflow preventer. 3. Division-15 Section "Mechanical Identification" for labeling and identification of fire

protection piping systems and components.

1.3 DEFINITIONS

A. Pipe sizes used in this Specification are Nominal Pipe Size (NPS). B. Other definitions for fire protection systems are listed in NFPA Standards 13, 14, and 24. C. Working Plans as used in this Section means those documents (including drawings and

calculations) prepared pursuant to the requirements contained in NFPA 13 for obtaining approval from Division of the State Architect (DSA).

1.4 SYSTEM DESCRIPTION

A. FIRE PROTECTION SYSTEM IS A "Wet-Pipe" system per Design criteria set forth in NFPA 13, 2010 Edition, employing automatic sprinklers attached to a piping system containing water and connected to a water supply so that water discharges immediately from sprinklers opened by fire.

1.5 SUBMITTALS

A. Product Data for each type sprinkler head, valve, piping specialty, fire protection specialty, and fire department connection specified. Attach current listings.

B. Shop Drawings prepared in accordance with NFPA 13 (2002 Edition) identified as "Working Plans," including hydraulic calculations where applicable, and which have been approved, by the authority having jurisdiction. Shop drawings shall include riser diagram, for each building, spacing between transverse bracing and lateral bracing. Identify reason for areas not protected. Standard heads shall be used, unless prohibited. Use symbol list, show rigid and flexible connections, hanger, rise or drop. A & B shall be submitted together, including hydraulic calculation, data on private fire main and hydrant test.

C. Maintenance Data for each type sprinkler head, valve, piping, specialty, fire protection specialty, fire department connection, hose and rack, and hose cabinet specified, for inclusion in operating and maintenance manual specified in Division 1 and Division 21 Section "Basic Mechanical Requirements." Shall be used in owner training.

D. Welder's qualification certificates. E. Test Reports and Certificates including "Contractor's Material and Test Certificate for

Aboveground Piping" and "Contractor's Material and Test Certificate for Underground Piping" as described in NFPA 13.




A. Installer Qualifications: Installation and alterations of fire protection piping, equipment, specialties, and accessories, and repair and servicing of equipment shall be performed only by a qualified installer. The term qualified means experienced in such work (experienced shall mean having a minimum of 5 previous projects similar in size and scope to this project), familiar with all precautions required, and has complied with all the requirements of the authority having jurisdiction. Upon request, submit evidence of such qualifications to the Architect. Refer to Division-1 Section: "Definitions and Standards" for definitions for "Installers." Installer shall have valid State of California Contractor's License.

B. Qualifications for Welding Processes and Operators: Comply with the requirements of AWS D10.9, Specifications for Qualifications of Welding Procedures and Welders for Piping and Tubing, Level AR-3."

C. Regulatory Requirements: Comply with the requirements of the following codes:

1. NFPA 13 - Standard for the Installation of Sprinkler Systems. 2. NFPA 1963 Screw Threads and Gaskets for Fire Hose Connections. 3. UL and FM Compliance: Fire Protection system materials and components shall be

Underwriter's Laboratories listed and labeled, and Factory Mutual approved for the application anticipated.

4. CBC Standard (Current Edition). 5. DSA – California State Fire Marshal Listing.

1.7 SEQUENCING AND SCHEDULING

A. Schedule rough-in installations with installations of other building components.

1.8 EXTRA MATERIALS:

A. Valve Wrenches: Furnish to District, 2 valve wrenches for each type of sprinkler head installed. B. Sprinkler Heads and Cabinets: Furnish six extra sprinkler heads of each style included in the

project. Furnish each style with its own sprinkler head cabinet and special wrenches as specified in this Section.

PART 2 - PRODUCTS

2.1 MANUFACTURER

A. Manufacturer: Subject to compliance with requirements, provide fire protection system products from one of the following:

B. Gate Valves:

1. Fairbanks 2. Jenkins 3. Kennedy Valve, Div. of ITT 4. Stockham 5. Mueller

C. Swing Check Valves:

1. Fairbanks 2. Jenkins 3. Kennedy Valve, Div. of ITT 4. Star Sprinkler Corp. 5. Stockham 6. Mueller

D. Grooved Mechanical Couplings:

1. Stockham 2. Victaulic Company of America



3. Anvil International, Gruvlok

E. Water Flow Indicators:

1. Reliable Automatic Sprinkler Co., Inc. 2. Star Sprinkler Corp. 3. Victaulic Company of America d. Viking Corp.

2.2 PIPE AND TUBING MATERIALS

A. General: Refer to Part 3 Article "Pipe Applications" for identification of systems where the below specified pipe and fitting materials are used.

B. Steel Pipe: ASTM A53, Schedule 40, seamless, black steel pipe, plain ends. C. Steel Pipe: ASTM A53, Schedule 10, seamless, black steel pipe, plain ends, for rolled

groove or welded connection. D. Manufacturer’s thin wall pipe will not be acceptable. All pipe and fittings shall be of

domestic manufacture.

2.3 FITTINGS

A. Cast-Iron Threaded Fittings: ANSI B16.4, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20.1.

B. Malleable-Threaded Fittings: ANSI B16.3, standard pattern, for threaded joints. Threads shall conform to ANSI B1.20.1.

C. Steel Fittings: ASTM A234, seamless or welded, for welded joints. D. Grooved Mechanical Fittings: ASTM A536, Grade 65-45-12 ductile iron; ASTM A47 E. Grade 32510 malleable iron; or ASTM A53, Type F or Types E or S, Grade B fabricated steel

fittings with grooves or shoulders designed to accept grooved end couplings. F. Grooved Mechanical Couplings: Consist of ductile or malleable iron housing, a synthetic

rubber gasket of a central cavity pressure-responsive design; with nuts, bolts, locking pin, locking toggle, or lugs to secure roll-grooved pipe and fittings. Grooved mechanical couplings including gaskets used on dry-pipe systems shall be listed for dry-pipe service.

G. Cast-Iron Threaded Flanges: ANSI B16.1, Class 250; raised ground face, bolt holes spot faced.

2.4 JOINING MATERIALS

A. Welding Materials: Comply, with Section II, Part C, ASME Boiler and Pressure Vessel Code for welding materials appropriate for the wall thickness and chemical analysis of the pipe being welded.

B. Gasket Materials: Thickness, material, and type suitable for fluid or gas to be handled, and design temperature and pressures.

2.5 GENERAL DUTY VALVES

A. Gate Valves - 2 Inch and Smaller: Body and bonnet of cast bronze, 175 pound cold water working pressure - non-shock, threaded ends, solid wedge, outside screw and yoke, rising stem, screw-in bonnet, and malleable iron hand-wheel. Valves shall be capable of being repacked under pressure, with valve wide open.

B. Gate Valves - 2-1/2 Inch and Larger: Iron body; bronze mounted, 175 pound cold water working pressure - non-shock. Valves shall be solid taper wedge; outside screw and yoke, rising stem; flanged bonnet, with body and bonnet conforming to ASTM A126 Class B; replaceable bronze wedge facing rings; flanged ends; and a packing assembly consisting of a cast iron gland flange, brass gland, packing, bonnet, and bronze bonnet bushing. Valves shall be capable of being repacked under pressure, with valve wide open. Butterfly valves shall not be used.

C. Swing Check Valves: MSS SP-71; Class 175, cast iron body and bolted cap conforming to ASTM A126, Class B; horizontal swing, with a bronze disc or cast iron disc with bronze disc ring, and flanged ends. Valve shall be capable of being refitting while the valve remains in the line.

2.6 SPECIALTY VALVES



A. Hose Gate Valves: 300 psig working pressure, cast brass valve with non-rising stem, red hand-wheel, female N.P.T. and male hose outlet. Brass solid wedge disk and tapered seat. Hose thread per requirements of authorities having jurisdiction.

B. Alarm check valve: 175 psig working pressure, designed for vertical installations, and have cast iron, flanged inlet and outlet, bronze grooved seat with "O" ring seals, single hinge pin and latch design. Provide trim sets for bypass, drain, electric sprinkler alarm switch, pressure gages, precision retarding chamber, drip cup assembly piped without valves separate from main drain line, and fill line attachment with strainer. Check shall have bolted access plate. Valve shall be capable of being refitted with valve remaining in line.

2.7 AUTOMATIC SPRINKLERS

A. Sprinkler Heads: Fusible link type, and style as indicated or required by the application. Unless otherwise indicated, provide heads with nominal ½” discharge orifice, for "ordinary" temperature range. Head shall be standard type unless prohibited by code. The following types of sprinkler heads may be used based on the space environment:

1. Upright Sprinkler head 2. Pendant type 3. Sidewall sprinklers 4. Concealed type 5. Flush / Recessed type of Sprinkler head.

B. Sprinkler Head Finishes: Provide heads with the following finishes:

1. Upright, Pendant, and Sidewall Styles: Chrome plated in finish spaces, exposed to view; rough bronze finish for heads in unfinished spaces and not exposed to view. Heads shall be wax-coated where installed exposed to acids, chemicals, or other corrosive fumes. On all exposed heads, install approved wire mesh head guard.

2. In all areas of building with finished ceilings, install concealed type fire sprinkler heads.

a. Concealed Style: Rough brass, with painted white cover plate. b. Flush Style: Bright chrome, with painted white escutcheon plate.

C. Sprinkler Head Cabinet and Wrench: Finish steel cabinet, suitable for wall mounting, with hinged cover and space for 6 spare sprinkler heads plus sprinkler head wrench. Provide a separate cabinet for each style sprinkler head on the project.

2.8 ALARM DEVICES

A. General: Types and sizes shall mate and match piping and equipment connections. B. Water Flow Indicators: Vane type water-flow detector, rated to 250 psig, designed for horizontal

or vertical installation; have 2-SPDT circuit switches to provide isolated alarm and auxiliary contacts, 7 ampere 125 volts AC and 0.25 ampere 24 Volts DC; complete with factory-set, field-adjustable retard element to prevent false signals, and tamper-proof cover which sends a signal when cover is removed and fully equipped and enabled to send an alarm signal to the FACP within 90 seconds.

C. Supervisory Switches: SPST, normally closed contacts, designed to signal valve in other than full open position.

PART 3 - EXECUTION

3.1 PIPE APPLICATIONS

A. Install Schedule 40 steel pipe with threaded joints and fittings for 2 inch and smaller, and with welded joints 2-1/2 inch and larger. At contractor’s option, install Schedule 10 steel pipe with roll-grooved ends and grooved mechanical couplings. T-Drill is not acceptable. Show on shop drawings where off site welds shall be done.

3.2 PIPING INSTALLATIONS



A. Locations and Arrangements: Drawings (plans, schematics, and diagrams) indicate the general location and arrangement of piping systems. So far as practical, install piping as indicated.

B. Alarm Check Valves: Install valves in the vertical position, in proper direction of flow including the bypass check valve and retard chamber drain line connection. Install valve trim in accordance with the valve manufacturer's appropriate trim diagrams. Test valve for proper operation.

C. Deviations from approved "Working Plans" for sprinkler piping require written approval of the authority having jurisdiction. Written approval shall be on file with the Architect prior to deviating for the approved "Working Plans.".

D. Install sprinkler piping to provide for system drainage in accordance with NFPA 13. E. Use approved fittings to make all changes in direction, bronze takeoffs from mains, and

reductions in pipe sizes. F. Install unions in pipes 2 inch and smaller, adjacent to each valve. Unions are not required on

flanged devices or in piping installations using grooved mechanical couplings. G. Install flanges or flange adapters on valves, apparatus, and equipment having 2-1/2 inch and

larger connections. H. Hangers and Supports: Comply with the requirements of NFPA 13 and NFPA 14. Hanger and

support spacing and locations for piping joined with grooved mechanical couplings shall be in accordance with the grooved mechanical coupling manufacturer's written instructions, for rigid systems. Provide coupling manufacturer's written instructions, for rigid systems. Provide protection from damage where subject to earthquake in accordance with NFPA 13. This School is in Hazard Level A, and per DSA requires Level 2 Protection.

I. Make connections between underground and above-ground piping using an approved transition piece strapped or fastened to prevent separation, at flanged fitting.

J. Install mechanical sleeve seal at pipe penetrations in foundation walls. K. Install test connections sized and located in accordance with NFPA 13 complete with shutoff

valve. Test connections may also serve as drain pipes. L. Install pressure gage on the riser or feed main at or near each test connection. Provide gage

with a connection not less than 1/4 inch and having a soft metal seated globe valve, arranged for draining pipe between gage and valve. Install gages to permit removal.

3.3 PIPE JOINT CONSTRUCTION

A. Welded Joints: AWS D10.9, Level AR-3. B. Threaded Joints: Conform to ANSI B1.20.1, tapered pipe threads for field cut threads. Joint

pipe, fittings, and valves as follows:

1. Note the internal length of threads in fittings or valve ends, and proximity of internal seat or wall, to determine how far pipe should be threaded into joint.

2. Align threads at point of assembly. 3. Apply appropriate tape or thread compound to the external pipe threads. 4. Assemble joint to appropriate thread depth. When using a wrench on valves place

the wrench on the valve end into which the pipe is being threaded. 5. Damaged Threads: Do not use pipe with threads which are corroded or

damaged. If a weld opens during cutting or threading operations, that portion of a pipe shall not be used.

C. Flanged Joints: Align flanges surfaces parallel. Assemble joints by sequencing bolt tightening to make initial contact of flanges and gaskets as flat and parallel as possible. Use suitable lubricants on bolt threads. Tighten bolts gradually and uniformly to appropriate torque specified by the bolt manufacturer,

D. Mechanical Grooved Joints: Roll grooves on pipe ends dimensionally compatible with the couplings. Couplings shall be standard. Light weight, light duty, are not acceptable.

E. End Treatment: After cutting pipe lengths, remove burrs and fins from pipe ends.



3.4 VALVE INSTALLATION

A. General: General install fire protection specialty valves, fittings, and specialties in accordance with the manufacturer's written instructions, NFPA 13 and authority having jurisdiction.

B. Gate Valves: Install supervised-open gate valves so located to control all sources of water supply except fire department connections. Where there is more than one control valve, provide permanently marked identification signs indicating the portion of the system controlled by each valve. Refer to Division-15 Section "Mechanical Identification" for valve tags and signs.

C. Install check valves in each water supply connection. D. Alarm Check Valves: Install valves in the vertical position, in proper direction of flow including

the bypass check valve and retard chamber drain line connection. Install valve trim in accordance with the valve manufacturer's appropriate trim diagrams. Test valve for proper operation,

3.5 SPRINKLER HEAD INSTALLATIONS

A. Use proper tools to prevent damage during installations. B. Where heads are subject to damage, such as in storage rooms, mechanical rooms,

custodian rooms, gymnasiums, shower and locker rooms, etc., install approved type protective metal basket head guards.

C. In all removable or modular patterned ceilings, install all sprinkler heads centered on the modular ceiling panels.

D. Where pipe shall be exposed, submit detailed plan to Architect for review and approval.

3.6 FIELD QUALITY CONTROL

A. Flush, test, and inspect sprinkler piping systems in accordance with NFPA 13. B. Replacing piping system components which do not pass the test procedures specified.

3.7 CORROSION PROTECTION

A. All below ground metallic fittings, valves, flanges, bolts, etc., installed under this Section of the Specifications, shall be protected against corrosion.

B. Refer to Division 22, Section "Earthwork for Mechanical Systems".

3.8 COORDINATION WITH OTHER TRADES

A. The Contractor shall review the fire sprinkler design and coordinate the shop drawings, identified as "Working Plans", with other parts of the work, prior to submission to Architect for review. Provide coordination drawings.

B. Architect/Engineer will review for concept only. Contractor/Installer shall review for possible conflict with other portions of the work.

3.9 HYDROSTATIC TESTS

A. All new systems including yard piping shall be hydrostatically tested at not less than 200 psi pressure for 2 hours, or at 50 psi in excess of the maximum pressure, when the maximum pressure to be maintained in the system is in excess of 150 psi, with no loss in pressure.

B. Provide the NFPA certificate to the District, the Architect and the Division of the State Architect for Above ground and Underground piping.

END OF SECTION


ADDENDUM #1 PRECAST CONCRETE UNIT PAVING 32 14 13 - 1

SECTION 32 14 13

PRECAST CONCRETE UNIT PAVING

PART 1 GENERAL


A. Precast concrete unit pavers, setting beds, and joint treatment.

1.02 RELATED REQUIREMENTS

A. Section 03 45 00 - Precast Architectural Concrete.

1.03 SUBMITTALS

A. See Section 01 33 13 - Submittal Procedures. B. Product Data: Provide data on characteristics of paver unit, curbs and border, special shapes,

dimensions, setting and grouting materials. C. Shop Drawings: Indicate on shop drawings, layout of pavers, special design layout, layout of

curbs and borders, dimensions of paved areas, control jointing, elevations, and affected adjacent construction.

D. Samples: Submit two sample paver, curb, and border units illustrating color, surface finish, and texture.

E. Maintenance Materials: Provide the following for Glendale Unified School District's use in maintenance of project.

1. See Section 01 60 00 - Product Requirements, for additional provisions.

2. Extra Pavers: 10 of each type and size.


A. Paver Manufacturer Qualifications: Company specializing in manufacturing the Products specified in this section with minimum ten years documented experience.

B. Installer Qualifications: Company specializing in performing the work of this section with three years experience.

1.05 MOCK-UP

A. See Section 01 40 00 - Quality Requirements, for general requirements for mock-up. B. Size: 100 sq ft. C. Install setting bed, concrete pavers, curbs and border, and accessories to pattern indicated.

1. Show range of shades, color, and texture of pavers.

D. Approved mockup shall remain in place until the Architect authorizes its incorporation in the Work.


A. Do not install mortar when surrounding air or substrate surface temperature is below 50 degrees F prior to, during, and 48 hours after completion of work.

B. Do not install mortar when surrounding air or substrate surface temperature is above 90 degrees F during and 48 hours after completion of the work.

C. Do not install mortar when wind velocity exceeds 15 mph or relative humidity exceeds 50 percent.

D. At end of working day, or during rainy weather, cover work exposed to weather with waterproof coverings, securely anchored.



PART 2 PRODUCTS

2.01 MANUFACTURERS

A. Concrete pavers: Equal to Holland, rectangular brick-sized stone units by Angelus Paving Stone.

B. Substitutions: See Section 01 60 00 - Product Requirements.

2.02 PAVERS

A. Pavers for Pedestrian Traffic: Concrete. B. Face Size:

1. 3.93 x 7.87 inches. 2. 3.93 x 3.93 inches.

C. Thickness: 60mm inches. D. Exposed Surface Texture: Wirecut. E. Edges: square. F. Pattern: Holland Herringbone at 45 degrees. G. Color: Brown.

2.03 SAND MATERIALS

A. Sand for Base and Joint Filler: ASTM C144 Clean washed river or bank sand containing maximum of 50 percent particle size of No. 50 sieve.

B. Setting bed materials:

1. Sand set pavers: a. Sand laying course: Well-graded, clean, washed sand with 100 percentage passing a

3/8-inch sieve size and a maximum of 3 percentage passing a No. 200 sieve size. b. Use concrete sand, limestone screening, or similar. Do not use mason R4 sand.

2.04 ACCESSORIES

A. Separation Sheet: 6 mil thick black polyethylene. B. Border: Cast-in-place concrete. C. Cleaning Solution: Type recommended by paver manufacturer. D. Sealant: Urethane, self leveling type as specified in Section 07 90 05, including bond breaker. E. Sealer: ProSoCo XL 100.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify substrate is ready to support pavers and imposed loads. B. Verify gradients and elevations of substrate are correct.

3.02 INSTALLATION - SAND SETTING BED

A. Spread sand evenly over prepared substrate surface to a nominal thickness of 2 inches. B. Dampen and roller compact sand to level surface. C. Screed and scarify top 1/2 inch of sand. D. Place paving units as indicated on drawings. E. Place half units or special shaped units at edges and interruptions. Maintain tight joints.

Machine saw partial units. F. Sprinkle sand over surface and sweep into joints. Moisten joints and recover with additional

sand until firm joints are achieved. Remove excess sand. G. Placement:

1. Place pavers as indicated on the Drawings so that the pattern is maintained and the joints between the pavers are 1/8-inch with no individual gap exceeding 1/4-inch.

2. Use string lines to hold patterns true.



3. Fill gaps at the edge of the paver surface with standard pavers or with pavers cut to fit.

4. Vibrate pavers into the sand laying course using a vibrator capable of 3,000 to 5,000 pounds compaction force with the surface clean and the joints open.

5. After vibrating, spread clean masonry type sand containing at least 30 percent of 1/8-inch aggregates over the pavers. Allow to dry, and vibrate in the joints with additional vibrator passes and brushing to completely fill the joints.

6. Sweep surplus material from the surface. At the Contractor’s option, sand may be left on the surface during construction to insure complete filing of the joints during initial use and to provide surface protection from construction debris

H. Completed paving shall be level and true to line and grade within a tolerance of 1/4-inch in 10 feet and not more than 1/2-inch from theoretical lines, and shall properly coincide and align with adjacent work.

I. In addition, provide the proper level of sand such that the final elevation of pavers will nominally be 1/4- to 3/8-inch higher than the adjacent curb, gutters, other paving, etc., to allow for free drainage from chamfers on block edges.

3.03 CLEANING

A. Do not clean pavers until pavers and mortar are dry. B. Clean soiled surfaces using cleaning solution. Do not harm pavers, joint materials, or adjacent

surfaces. C. Use non-metallic tools in cleaning operations. D. Rinse surfaces with clean water. E. Broom clean paving surfaces. Dispose of excess sand. F. Seaql pavers in accordance with sealer manufacturer's instructions.

3.04 PROTECTION

A. Do not permit traffic over unprotected paver surface. B. Protect paver surface with sheets of plywood. C. Do not permit traffic for 48 hours after pavement placement. D. Replace pavers damaged before acceptance.

END OF SECTION

M15© 2013 AS America Inc.

To Be Specified:❏ Color: ❏ White ❏ Faucet*:❏ Faucet Finish:❏ Supplies with Stop:❏ 1-1/4" Trap:❏ Nipple:❏ Concealed Arms Support (by others):❏ Offset Grid Drain Assembly:

* See faucet section for additional models available

WHEELCHAIRUSERS LAVATORY

VITREOUS CHINA

WHEELCHAIR USERS LAVATORY

• Vitreouschina•Wallmountsink• Frontoverflow• Forconcealedarmssupport(byothers)• Faucetledge(faucetnotincluded)

Faucet Holes on 102mm (4") centers❏ 9141.011 Faucet holes on 102mm (4") centers (Illustrated)❏ 9141.911 (Modification SKU) Faucet holes on 102mm (4") centers •Lessoverflow

Faucet Holes on 267mm (10-1/2") centers❏ 9140.013 Faucet holes on 267mm (10-1/2") centers❏ 9140.021 (Modification SKU) Faucet holes on 267mm (10-1/2") centers •Extraright-handhole

Faucet Holes center hole only❏ 9140.047 Center hole only Nominal Dimensions: 508x686mm(20"x27")

Bowl Sizes:14" (356mm) wide14-3/4"(375mm)fronttoback4-3/4" (121mm) deep Compliance Certifications -Meets or Exceeds the Following Specifications:•ASMEA112.19.2forVitreousChinaFixtures

Revised9/13

SEEREVERSEFORROUGHING-INDIMENSIONS

MEETS THE AMERICANS WITH DISABILITIES ACT GUIDE-LINES AND ANSI A117.1 ACCESSIBLE AND USABLEBUILDINGS AND FACILITIES - CHECK LOCAL CODES.Top of front rim mounted 864mm (34") from finished floor.

BARRIER FREE

SLadjavardi

Text Box

L-1&2

SLadjavardi

Highlight

SLadjavardi

Rejected

M16© 2013 AS America Inc.

9141.011 AND 9141.911 (MODIFICATION LESS OVERFLOW)

FINISHED WALL

FINISHEDFLOOR

1-1/4" O.D. WASTE

SUPPLIESAS REQ'D.

508mm(20")

181mm(7-1/8")

864mm(34")

SUGGESTED

191mm(7-1/2")

686mm(27")

425mm(16-3/4")

229mm(9")

C/L

290mm(11-7/16")

76mm(3")

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178mm(7")

273mm (10-3/4")

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114mm(4-1/2")

203mm(8")

203mm(8") 156mm

(6-3/16")

67mm(2-5/8")

44mm(1-3/4")

1-1/4" O.D. TAILPIECE

168mm(6-5/8")

*

*

(6) 25mm (1") DIA.ACCESS HOLES

102mm(4")

9140.047

9140.013 9140.021 (MODIFICATION EXTRA RIGHT HAND HOLE)

WHEELCHAIRUSERS LAVATORY

VITREOUS CHINA

FINISHED WALL

FINISHEDFLOOR

1-1/4 " O.D. WASTE

SUPPLIESAS REQ'D.

508mm(20")

864mm(34")

SUGGESTED

191mm(7-1/2 ")

686mm(27")

425mm(16-3/4")

229mm(9")

C/L

290mm(11-7/16 ")

76mm(3")

(2) 11mm (7/16") DIA.ANCHOR SCREW HOLES

(2) 54mm (2-1/8") DIA.HOLES FOR CONC. ARMS

178mm(7")

178mm(7")

273mm (10-3/4")


114mm(4-1/2")

203mm(8")

267mm(10-1/2 ")

156mm(6-3/16")

165mm(6-1/2")

67mm(2-5/8")

44mm(1-3/4")

1-1/4 " O.D. TAILPIECE

168mm(6-5/8")

*

*


FINISHED WALL

267mm(10-1/2")

FINISHEDFLOOR

1-1/4" O.D. WASTE

SUPPLIESAS REQ'D.

508mm(20")

219mm (8-5/8")

864mm(34")

SUGGESTED

191mm(7-1/2")

686mm(27")

425mm(16-3/4")

229mm(9")

C/L

290mm(11-7/16")

76mm(3")



178mm(7")

178mm(7")

273mm (10-3/4")


114mm(4-1/2")

203mm(8")

267mm(10-1/2")

156mm(6-3/16")

165mm(6-1/2")

67mm(2-5/8")

44mm(1-3/4")


168mm(6-5/8")

*

*


FINISHED WALL

267mm(10-1/2")

FINISHEDFLOOR

1-1/4" O.D. WASTE

SUPPLIESAS REQ'D.

508mm(20")

219mm (8-5/8")

864mm(34")

SUGGESTED

191mm(7-1/2")

197mm(7-3/4")

686mm(27")

425mm(16-3/4")

229mm(9")

C/L

290mm(11-7/16")

76mm(3")



178mm(7")

178mm(7")

273mm (10-3/4")


114mm(4-1/2")

70mm(2-3/4")

203mm(8")

267mm(10-1/2")

156mm(6-3/16")

165mm(6-1/2")

67mm(2-5/8")

44mm(1-3/4")


168mm(6-5/8")

*

*


Revised9/13

BARRIER FREE

NOTES:* DIMENSIONSSHOWNFORLOCATIONOFSUPPLIESAND“P”TRAPARESUGGESTED.CONCEALEDARMSUPPORTASREQUIREDTOBEFURNISHEDBYOTHERS.FITTINGSNOTINCLUDEDANDMUSTBEORDEREDSEPARATELY.PROVIDESUITABLEREINFORCEMENTFORALLWALLSUPPORTS.IMPORTANT: DimensionsoffixturesarenominalandmayvarywithintherangeoftolerancesestablishedbyANSIStandardA112.19.2.Thesemeasurementsaresubjecttochangeorcancellation.Noresponsibilityisassumedforuseofsupersededorvoidedpages.

MEETS THE AMERICANS WITH DISABILITIES ACT GUIDE-LINES AND ANSI A117.1 ACCESSIBLE AND USABLEBUILDINGS AND FACILITIES - CHECK LOCAL CODES.Top of front rim mounted 864mm (34") from finished floor.

DN-6724:B3 • 2/17/2011 — Page 1 of 2

FCM-1(A) & FRM-1(A) SeriesControl and Relay Modules

Intelligent / Addressable Devices

DN-6724:B3

GeneralFCM-1(A) Control Module: The FCM-1(A) Addressable Con-trol Module provides Notifier intelligent fire alarm control pan-els a circuit for Notification Appliances (horns, strobes,speakers, etc.). Addressability allows the FCM-1(A) to be acti-vated, either manually or through panel programming, on aselect (zone or area of coverage) basis.

FRM-1(A) Relay Module: The FRM-1(A) Addressable RelayModule provides the system with a dry-contact output for acti-vating a variety of auxiliary devices, such as fans, dampers,control equipment, etc. Addressability allows the dry contact tobe activated, either manually or through panel programming,on a select basis.

FlashScan® (U.S. Patent 5,539,389) is a communication pro-tocol developed by NOTIFIER Engineering that greatlyenhances the speed of communication between analog intelli-gent devices. Intelligent devices communicate in a groupedfashion. If one of the devices within the group has new infor-mation, the panel CPU stops the group poll and concentrateson single points. The net effect is response speed greater thanfive times that of other designs.

Features• Built-in type identification automatically identifies these

devices to the control panel.

• Internal circuitry and relay powered directly by two-wireSLC loop. The FCM-1(A) module requires power (for horns,strobes, etc.), or audio (for speakers).

• Integral LED “blinks” green each time a communication isreceived from the control panel and turns on in steady redwhen activated.

• LED blink may be deselected globally (affects all devices).• High noise immunity (EMF/RFI).

• The FCM-1(A) may be used to switch 24-volt NAC power,audio (up to 70.7 Vrms).

• Wide viewing angle of LED.• SEMS screws with clamping plates for wiring ease.

• Direct-dial entry of address 01– 159 for FlashScan loops,01 – 99 for CLIP mode loops.

• Speaker, and audible/visual applications may be wired forClass B or A (Style Y or Z).

ApplicationsThe FCM-1(A) is used to switch 24 VDC audible/visual power,high-level audio (speakers). The FRM-1(A) may be pro-grammed to operate dry contacts for applications such as doorholders or Air Handling Unit shutdown, and to reset four-wiresmoke detector power.

NOTE: Refer to the SLC Manual (PN 51253) for details regardingreleasing applications with the FCM-1(A). Refer to the FCM-1-RELdatasheet (DN-60390) for new FlashScan® releasing applications.

Construction• The face plate is made of off-white heat-resistant plastic.• Controls include two rotary switches for direct-dial entry of

address (01-159).

• The FCM-1(A) is configured for a single Class B (Style Y) orClass A (Style Z) Notification Appliance Circuit.

• The FRM-1(A) provides two Form-C dry contacts thatswitch together.

OperationEach FCM-1(A) or FRM-1(A) uses one of 159 possible moduleaddresses on a SLC loop (99 on CLIP loops). It responds toregular polls from the control panel and reports its type andstatus, including the open/normal/short status of its Notifica-tion Appliance Circuit (NAC). The LED blinks with each pollreceived. On command, it activates its internal relay. TheFCM-1(A) supervises Class B (Style Y) or Class A (Style Z)notification or control circuits.

Upon code command from the panel, the FCM-1(A) will dis-connect the supervision and connect the external power sup-ply in the proper polarity across the load device. Thedisconnection of the supervision provides a positive indicationto the panel that the control relay actually turned ON. Theexternal power supply is always relay isolated from the com-munication loop so that a trouble condition on the externalpower supply will never interfere with the rest of the system.

Rotary switches set a unique address for each module. Theaddress may be set before or after mounting. The built-inTYPE CODE (not settable) will identify the module to the con-trol panel, so as to differentiate between a module and a sen-sor address.

Specifications for FCM-1(A)Normal operating voltage: 15 to 32 VDC.

Maximum current draw: 6.5 mA (LED on).

Average operating current: 350 μA direct poll, 375 μA grouppoll with LED flashing, 485 μA Max. (LED flashing, NACshorted.)

FCM-1(A)

7000

cov.

JPG

BNguyen

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of 2 — DN-6724:B3 • 2/17/2011

Notifier® and FlashScan® are registered trademarks of HoneywellInternational Inc. ©2011 by Honeywell International Inc. All rights reserved. Unauthorized useof this document is strictly prohibited.

This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate.

We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice.

For more information, contact Notifier. Phone: (203) 484-7161, FAX: (203) 484-7118.www.notifier.com

Made in the U.S. A.

Maximum NAC Line Loss: 4 VDC.

External supply voltage (between Terminals T10 and T11): Maximum (NAC): Regulated 24 VDC; Maximum(Speakers): 70.7 V RMS, 50W.

Drain on external supply: 1.7 mA maximum using 24 VDCsupply; 2.2 mA Maximum using 80 VRMS supply.

Max NAC Current Ratings: For class B wiring system, thecurrent rating is 3A; For class A wiring system, the current rat-ing is 2A.

Temperature range: 32°F to 120°F (0°C to 49°C).

Humidity range: 10% to 93% non-condensing.

Dimensions: 4.5" (114.3 mm) high x 4" (101.6 mm) wide x1.25" (31.75 mm) deep. Mounts to a 4" (101.6 mm) square x2.125" (53.975 mm) deep box.

Accessories: SMB500 Electrical Box; CB500 Barrier

Specifications for FRM-1(A)Normal operating voltage: 15 to 32 VDC.

Maximum current draw: 6.5 mA (LED on).

Average operating current: 230 μA direct poll; 255 μA grouppoll.

EOL resistance: not used.

Temperature range: 32°F to 120°F (0°C to 49°C).

Humidity range: 10% to 93% non-condensing.

Dimensions: 4.5" (114.3 mm) high x 4" (101.6 mm) wide x1.25" (31.75 mm) deep. Mounts to a 4" (101.6 mm) square x2.125" (53.975 mm) deep box.

Accessories: SMB500 Electrical Box; CB500 Barrier

Agency Listings and ApprovalsIn some cases, certain modules may not be listed by certainapproval agencies, or listing may be in process. Consult fac-tory for latest listing status.

• UL: S635• ULC: S3705 (A version only) • FM Approved• CSFM: 7300-0028:0219 • MEA: 14-00-E

• FDNY: COA #6067, #6065

Contact Ratings for FRM-1(A)

NOTE: Maximum (Speakers): 70.7 V RMS, 50 W

Product Line InformationNOTE: “A” suffix indicates ULC Listed model.

FCM-1(A): Intelligent Addressable Control Module.

FRM-1(A): Intelligent Addressable Relay Module.

A2143-20: Capacitor, required for Class A (Style Z) operationof speakers.

SMB500: Optional Surface-Mount Backbox.

CB500: Control Module Barrier — required by UL for separat-ing power-limited and non-power limited wiring in the samejunction box as FCM-1(A).

NOTE: For installation instructions, see the following documents:

• FCM-1(A) Installation document I56-1169.

• FRM-1(A) Installation document I56-3502.

• Notifier SLC Wiring Manual, document 51253.

Current Rating

Maximum Voltage

Load Description Application

3 A 30 VDC Resistive Non-Coded

2 A 30 VDC Resistive Coded

.9 A 110 VDC Resistive Non-Coded

.9 A 125 VDC Resistive Non-Coded

.5 A 30 VDCInductive(L/R=5ms)

Coded

1 A 30 VDCInductive(L/R=2ms)

Coded

.3 A 125 VACInductive(PF=0.35)

Non-Coded

1.5 A 25 VACInductive(PF=0.35) Non-Coded

.7 A 70.7 VACInductive(PF=0.35) Non-Coded

2 A 25 VACInductive(PF=0.35) Non-Coded

CALIFORNIA DEPARTMENT OF FORESTRY & FIRE PROTECTION

OFFICE OF THE STATE FIRE MARSHAL

FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM

LISTING SERVICE

LISTING No. 7300-0028:0219 Page 1 of 1

CATEGORY: 7300 -- FIRE ALARM CONTROL UNIT ACCESSORIES/MISC. DEVICES

LISTEE: NotifierOne Fire-Lite Place, Northford, CT 06472-1653

Contact: Vladimir Kireyev (203) 484-6277 Fax (203) 484-7309

Email: [email protected]

DESIGN: Models XP6-R relay module, XP6-C, supervising control module, XP10-M input monitor

module, XP6-MA six zone interface module, FMM-1, FMM-101, FZM-1, FSM-101, FDM-1,

FTM-1 monitor modules, FCM-1, FRM-1 control modules, and *FDRM-1 with 2 input/2 output

relay module. All devices are intended to be connected between the signaling line circuit of a

compatible fire alarm control panel. Refer to listee's data sheet for additional detailed product

description and operational considerations.

RATING: 16-33 VDC Primary

INSTALLATION: In accordance with listee's printed installation instructions, applicable codes & ordinances

and in manner acceptable to the authority having jurisdiction.

MARKING: Listee's name, product number and UL label.

APPROVAL: Listed as control unit accessories for use with listee's separately listed compatible fire alarm

control units. Model FTM-1 is intended to be used with Notifier Models NFS-640, NFS2-640

(CSFM Listing No. 7165-0028:214), NFS-3030, NFS2-3030 (CSFM Listing No.

7165-0028:224) Fire Alarm Control Units.

NOTE: If an external power supply is used for Model XP6-MA, the negative of the external power

supply is referenced to the negative of the auxiliary supply of the compatible control panel.

This is done in order to detect ground faults on the initiating circuit.

*Rev. 10-24-11 mt

July 01, 2015Date Issued: Listing Expires June 30, 2016

Authorized By:

Fire Engineering Division

This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed

the test results and/or other data but does not make an independent verification of any claims. This listing is not

an endorsement or recommendation of the item listed. This listing should not be used to verify correct

operational requirements or installation criteria. Refer to listee’s data sheet, installation instructions and/or other

JAMES PARSEGIAN, Program Coordinator

BNguyen

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FILE NO.: 19-41IDENTIFICATION STAMP

DIVISION OF THE STATE ARCHITECTDEPARTMENT OF GENERAL SERVICES

DEPARTMENT OF GENERAL SERVICESDSA Los Angeles Regional Office700 N. Alameda Street, Suite 5-500Los Angeles, California 90012ph: (213)897-3995 fx: (213)897-3159/0726

APPLICATION NO.03-114337

THIS DRAWING AND THE DESIGNS, DEPICTIONS, IDEAS AND OTHER INFORMATIONCONTAINED HEREIN CONSTITUTE UNPUBLISHED WORK OF tBP/ARCHITECTUREAND SHALL REMAIN THE PROPERTY OF tBP/ARCHITECTURE IN PERPETUITY. NOPART THEREOF SHALL BE REPRODUCED, DISCLOSED, DISTRIBUTED, SOLD,PUBLISHED OR OTHERWISE USED IN ANY WAY WITHOUT THE ADVANCEDEXPRESS WRITTEN CONSENT OF tBP/ARCHITECTURE.

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SINGLE LINE DIAGRAMAND DETAILS

E0-2SINGLE LINE DIAGRAM

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LEGEND:

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CITY OF GLENDALE PM-182

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(E) UTILITY CO. POLE

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(E) 1-4"C. PRIMARY FEEDER

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(E)SF

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2000A

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METER/MAIN

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DISTRIBUTION

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(E)PF

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DP-2

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OUTDOOR, WEATHERPROOF

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400 AMPERE - 120/208V-3%%C,4W

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REBAR AND ANCHORS WITHIN FOOTING.

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SIDES. EXOTHERMIC WELD TO ALL STEEL,

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3 INCHES OF CONCRETE, COVER ALL

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FOUNDATION/FOOTING WITH MINIMUM

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ELECTRODE. EMBED IN CONCRETE

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4/O AWG BARE COPPER GROUNDING

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RED LAMICOID NAMEPLATE WITH WHITE

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ENGRAVED 1/2"H. LETTERS "BUILDING

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1 1/2"C.-1#4/0 AWG TO STRUCTURAL

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(I.E.: AXMR TRANSFORMER NEUTRAL)

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ATTACHED TO EACH GROUND WITH

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PROVIDE BLACK LAMICOID NAMEPLATE

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CONCRETE FOUNDATION/FOOTING

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BELOW FINISH GRADE

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(UFER GROUND)

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WITH 1 1/2"C.-1#4/0 AWG

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(TYPICAL FOR 2)

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SEE SPECIFICATIONS.

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PROVIDE CHEMICAL GROUND ROD

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AND BOX IN EXTERIOR GRADE

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STEEL MEMBER IN BUILDING

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I.D. AS TO SIZE AND SYSTEM

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WITH WHITE ENGRAVED LETTERS

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GROUND" ON WALL.

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EACH FIRE SPRINKLER METAL STAND PIPE.

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TO BUILDING DISTRIBUTION SWITCHBOARD/

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1 1/4"C.-1#2 AWG TO EACH TELEPHONE

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20'

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MIN.

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SCALE: N.T.S.

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BUILDING GROUND FLOOR LINE

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PANELBOARD GROUNDING

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BACKBOARD, MDF & IDF.

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20'

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MIN.

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INSIDE A CONDUIT TO PROTECT THE

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EACH CONDUCTOR SHALL BE INSTALLED

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DOMESTIC COLD WATER PIPE AND TO

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1 1/2"C.-1#4/0 AWG TO MAIN METAL

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OUT FROM WALL 6" ON CENTER %%P12"

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MOUNT ON PORCELAIN INSULATORS 4"

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4"x1/2"X18"L. COPPER GROUND BUS BAR

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EXOTHERMIC WELD ALL CONDUCTORS

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EXPOSED CONDUCTOR.

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ABOVE FINISH FLOOR.

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BUILDING WALL

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TO BUS.

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MAIN BUS 400 AMPERE

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J

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(E)MOD.

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BLDG.

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(E)MOD.

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BLDG.

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18 KW

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WP

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WP

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GROUND BUS

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GROUND BUS

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2

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3

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CONV.

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LTG.

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LAB

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COMP.

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REC.

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CR

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REC.

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CR

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MAIN BUS 800 AMPERE

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6

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ELECTRODE CONDUCTOR.

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225A/3P

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6

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225A/3P

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5-4"C.

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4-4"C.

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3P

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300A

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DPA-5

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PANEL

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MPA1

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E5-1

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HVAC

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SPARE

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66A

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57A

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24A

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12A

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265A

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150FLA

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4#1/0, 1#6 GRD. - 2"C.

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4#1/0, 1#6 GRD. - 2"C.

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4#1/0, 1#6 GRD. - 2"C.

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4#1/0, 1#6 GRD. - 2"C.

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4#350KCM, 1#4 GRD. - 4"C.

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3#1, 1#8 GRD. - 1 1/2"C.

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3#1, 1#8 GRD. - 1 1/2"C.

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3#1, 1#8 GRD. - 1 1/2"C.

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CITY OF GLENDALE PUBLIC WORKS SERVICE PLANNER:

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METER #

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HIGH PEAK DEMAND (LAST 12 MONTHS): KVA

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KVA x 1.25 (NEC 220.87(2)) KVA

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TOTAL PEAK DEMAND KVA

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NEW CLASSROOM BUILDING 152.6 KVA

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REMOVAL OF PORTABLE BUILDINGS 102 KVA

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TOTAL: KVA ( AMPS)

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2 SETS OF 3"C.-4#3/0, 1#2 GRD.

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4"C.O. SPARE

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424 FLA

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1#2 GRD.-1 1/4"C.

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%%USINGLE LINE DIAGRAM PLAN NOTES:

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GROUNDING ELECTRODE CONDUCTOR, CONNECT FROM EQUIPMENT GROUND BUS

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1

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TO BUILDING ELECTRICAL SERVICE GROUND BUS.

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CONNECT TO GROUND BUS IN RESPECTIVE EQUIPMENT.

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2

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TRANSIENT VOLTAGE SURGE SUPPRESSOR.

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3

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PROVIDE SPACE FOR TWO(2) FUTURE FEEDER PROTECTION DEVICES, TO MATCH

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6

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OTHER FEEDER PROTECTION DEVICES LOCATED IN THE RESPECTIVE EQUIPMENT.

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AMPERE CAPACITY OF EACH SPACE AS INDICATED.

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TVSS

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3

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1

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MP-A1

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1. DASHED LINE WORK INDICATES EXISTING EQUIPMENT, DEVICES

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AND FEEDERS. SOLID LINE WORK INDICATES EQUIPMENT,

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DEVICES, FEEDERS AND WORK PROVIDED IN THIS CONTRACT.

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2. ALL FEEDERS SHALL BE COPPER WITH 90%%D C. (THHN/THWN)

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INSULATION.

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%%uSINGLE LINE DIAGRAM NOTES:

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1

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MP-A2

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E

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4

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4

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5

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MP-A1

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7

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EXISTING POWER

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PULLBOX TO REMAIN

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1

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PROVIDE 3 SETS 4-350MCM, 1#1/0 GRD. IN EXISTING EMPTY (3)4"C.

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4

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5

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INTERCEPT EXISTING POWER STUB OUT AND EXTEND WITH NEW CONDUITS AND CONDUCTORS AS INDICATED.

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PROVIDE 3 SETS OF 4"C.- 4-350MCM, 1#1/0 GRD.

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7

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1

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1

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1

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8

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PROVIDE NEW CIRCUIT BREAKER (TYPE AND AIC RATING TO MATCH EXISTING) IN AVAILABLE SPACE OF THE MAIN SWITCHBOARD. PROVIDE ALL MOUNTING HARDWARE, DEAD FRONT COVERS AND PERMANENTLY ATTACHED NAMEPLATE FOR A COMPLETE INSTALLATION.

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2

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2

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ADDENDUM NO.2

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Nov.06,2015

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1

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ADDENDUM NO.1

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Oct.15,2015

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FBA

FBAengr.com

ENGINEERING

212.163

FIRE ALARM RISER DIAG.AND CALCULATIONS

E0-4

FIRE ALARM SYSTEM NOTESFIRE ALARM EQUIPMENT SCHEDULE

WIRING DIAGRAMS FIRE ALARM SEQUENCE OF OPERATION

ATTIC SPACE HEAT DETECTOR MOUNTING

FIRE ALARM VOLTAGE DROP CALCULATIONFIRE ALARM BATTERY CALCULATIONS

FIRE ALARM RISER DIAGRAM

FIRE ALARM INTERFACE SCHEMATIC

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FBA #

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No. E 10372

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A1-0101_FP-W.dwg

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WF

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U.L. STANDARD 1971

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115 CANDELA MINIMUM PER

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CEILING

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GENTEX

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VISUAL DEVICE ON FLUSH

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ELECTRONIC HORN AND

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CEILING MOUNTED OUTLET BOX

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115cd

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75cd

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ELECTRONIC HORN AND

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GENTEX

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CEILING

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U.L. STANDARD 1971

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U.L. STANDARD 1971

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CEILING

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GENTEX

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115cd

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U.L. STANDARD 1971

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U.L. STANDARD 1971

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75cd

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GENTEX

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CEILING

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UDACT

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7300-0028:174

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REMOTE COMMUNICATOR

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FIRE ALARM

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NOTIFIER

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+48"

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+48"

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+48"

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+48"

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+48"

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CEILING

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CEILING

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7300-0028:202

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MM

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+90"

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--

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--

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CEILING

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CEILING

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GENTEX

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GENTEX

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GCS24CR

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NOTIFIER FST-851

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ELECTRONIC HORN AND

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HEAT DETECTOR ON SURFACE

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OUTLET BOX CEILING MOUNTED

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WEATHERPROOF MECHANICAL

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MOUNTED WEATHERPROOF

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HORN ON FLUSH WALL

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BOX CEILING MOUNTED

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ON FLUSH OUTLET

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OUTLET BOX

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15cd

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15cd

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GCC24CR

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WP

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H

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HRK

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SYSTEM SENSOR

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U.L. STANDARD 1971

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7125-0569:122

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7125-0569:123

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7270-0028:196

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7135-1653:189

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NBG-12LX

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NOTIFIER

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NOTIFIER

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FMM SERIES

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NOTIFIER

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NOTIFIER

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NOTIFIER

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FCM SERIES

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NOTIFIER

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NOTIFIER FSP-851

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MANUAL PULL STATION

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FIRE ALARM EXPANDER

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MOUNTED OUTLET BOX

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ADDRESSABLE MONITOR MODULE

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REMOTE ANNUNCIATOR

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ADDRESSABLE CONTROL MODULE

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PHOTOELECTRIC TYPE

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SMOKE DETECTOR

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ON FLUSH WALL

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PANEL "FANN"

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PANEL "XPA"

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CONTROL PANEL "FACP"

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CM

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LCD-80

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FCPS-24S6

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NFS2-3030

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7150-0028:199

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7272-0028:206

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7165-0028:224

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7120-0028:156

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7315-0028:225

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FIRE ALARM

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ITEM DESCRIPTION SYMBOL MOUNTING CATALOG NUMBER CSFM LISTING NUMBER NOTES

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END

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OF

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LINE

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DEVICE

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TO NEXT DEVICE

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OR CONTROL PANEL

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INITIATING DEVICE

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(TYPICAL)

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%%UTYPICAL INITIATING CIRCUIT WIRING DIAGRAM

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TO NEXT DEVICE

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OR CONTROL PANEL

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(TYPICAL)

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SIGNAL DEVICE

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DEVICE

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LINE

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OF

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END

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%%UTYPICAL SIGNAL CIRCUIT WIRING DIAGRAM

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SMOKE DETECTOR

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CONDUIT

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MOUNTED IN

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%%uATTIC SPACE

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JUNCTION BOX

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ROOF FRAMING MEMBER

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CEILING

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(HARD CEILING SPACES)

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CEILING ACCESS HATCH

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CEILING

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HEAT DETECTOR

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UNDERSIDE OF

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ROOF STRUCTURE

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120VAC

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POWER

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FAILURE

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NO

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YES

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YES

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YES

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YES

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(ALARM OR TROUBLE)

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VISUAL ALARM SIGNAL

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ACTIVATE AUDIBLE/

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THROUGHOUT BUILDING

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REMOTE FIRE ALARM

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ANNUNCIATE AT

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ANNUNCIATOR

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FIRE CONTROL PANEL

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ANNUNCIATE AT

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(ALARM OR TROUBLE)

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YES

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YES

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YES

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YES

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YES

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YES

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YES

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YES

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YES

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DEVICE

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FOR MONITORING

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ACTIVATE RELAY

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(ALARM OR TROUBLE)

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SOUND CONTROL PANEL

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TROUBLE BUZZER

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ACTION

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AREA

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MANUAL

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YES

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YES

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STATION

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PULL

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SMOKE

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DETECTOR

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YES

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YES

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ALARM (1ST FLOOR

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RECALL ALL ELEVATORS

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SERVING FLOOR OF

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GOES TO ALT.)

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YES

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YES

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YES

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YES

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YES

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YES

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HEAT

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DETECTOR

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AREA

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2#12 THWN CU.

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N1

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1

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2

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N2

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2

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1

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5

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4

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3

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6

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7

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5

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4

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3

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6

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7

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EOL

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EOL

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MANUFACTURERS REQUIREMENTS

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WIRING IN ACCORDANCE WITH

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PROVIDE 3/4"C.WITH CONTROL

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1"C. WITH SPECIFIED WIRING TO

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MAIN TELEPHONE BACKBOARD "MTB"

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CIRCUIT (LPA1-4)

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*120V DEDICATED

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COMMUNICATOR

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FIRE ALARM

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P

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P

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1#16 TP

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(25)

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PANEL "XPA"

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FIRE ALARM EXPANDER

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FIRE ALARM CONTROL

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PANEL "FACP" IN BLDG. A

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*120V DEDICATED

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CIRCUIT

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MANUFACTURERS REQUIREMENTS

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WIRING IN ACCORDANCE WITH

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PROVIDE 1 1/4"C.WITH CONTROL

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FANN

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2#12 &

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2#16 TSP

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RED AND IDENTIFIED AS "FIRE ALARM CONTROL CIRCUIT".

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LOCKED-ON WITH APPROVED LOCKING DEVICE, MARKED

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LOCKED-ON BREAKER. THE CIRCUIT BREAKER SHALL BE

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* PROVIDE DEDICATED 120 VOLT CIRCUIT BREAKER TO

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7300-0028:202

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GCC24CR

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GCC24CR

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GCS24CR

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GCS24CR

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7125-0569:122

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7125-0569:122

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7125-0569:123

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7125-0569:123

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15cd

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15cd

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75cd

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75cd

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75cd

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75cd

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15cd

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15cd

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(1)

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CSFD

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RM

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CLOSE ALL COMBINATION

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SMOKE FIRE DAMPERS

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NO

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YES

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YES

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YES

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WITH B710LP BASE

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7300-0028:173

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7300-0028:173

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WITH B710LP BASE

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15cd

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WP

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75cd

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WP

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75cd

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15cd

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CM

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AC-1

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(1)

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7. 2010 SAFETY CODE FOR ELEVATORS AND ESCALATORS (ASME A17.1-2004)

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REFERENCE CODE SECTION FOR NFPA STANDARDS-2010 CBC (SFM) CHAPTER 35

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NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2008 EDITION

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NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2006 EDITION

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(NOTE SEE UL STANDARD 1971 FOR "VISUAL DEVICES")

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NFPA 72 NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2010 EDITION

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NFPA 24 PRIVATE FIRE MAINS (CA AMENDED) 2010 EDITION

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NFPA 20 STATIONARY PUMPS 2007 EDITION

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NFPA 17A WET CHEMICAL SYSTEMS 2002 EDITION

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NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2002 EDITION

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NFPA 14 STANDPIPE SYSTEMS 2007 EDITION

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NFPA 13 AUTOMATIC SPRINKLER SYSTEMS 2010 EDITION

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PARTIAL LIST OF APPLICABLE STANDARS:

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13. APLICABLE COUNTY ORDINANCES.

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12. APPLICABLE CITY ORDINANCES.

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(PARTS 1 & 2 TITLE 24, C.C.R.)

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11. 2010 CALIFORNIA STATE STRUCTURAL SAFETY INTERPRETIVE MANUAL

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10. TITLE 19 C.C.R. PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS

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6. 2010 CALIFORNIA ENERGY CODE, PART 6, TITLE 24 C.C.R.

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9. 2010 CALIFORNIA REFERENCED STANDARDS, PART 12, TITLE 24 C.C.R.

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(2006 INTERNATIONAL FIRE CODE AND 2007 CALIFORNIA AMENDMENTS)

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8. 2010 CALIFORNIA FIRE CODE (CFC), PART 9, TITLE 24 C.C.R.

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5. 2010 CALIFORNIA PLUMBING CODE (CPC), PART 5, TITLE 24 C.C.R.

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4. 2010 CALIFORNIA MECHANICAL CODE (CMC), PART 4, TITLE 24 C.C.R.

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3. 2010 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, TITLE 24 C.C.R.

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2. 2010 CALIFORNIA BUILDING CODE (CBC), PART 2, TITLE 24 C.C.R.

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1. 2010 BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, TITLE 24 C.C.R.

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LIMITED TO, THOSE OF:

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ORDINANCES GOVERNING WORK INCLUDING, BUT NOT NECESSARILY

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CONTRACT DOCUMENTS AND WITH ALL APPLICABLE LAWS, REGULATIONS, AND

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COMPLETING THIS CONTRACT SHALL COMPLY WITH PROVISIONS SPECIFIED IN THE

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ALL W0RK PERTAINING TO AND ALL MATERIALS SUPPLIED FOR EXECUTING AND

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SEE ARCHITECTURAL PLAN T-3

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SEE ARCHITECTURAL PLAN T-3

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1.0 PROJECT INFORMATION

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A. %%uOCCUPANCY GROUP

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B. %%uCONSTRUCTION TYPE

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2.0 CODE REFERENCE

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C. PENETRATIONS OF FIRE RATED WALLS SHALL BE PROTECTED IN ACCORDANCE WITH

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CALIFORNIA BUILDING CODE, PART 2, CHAPTER 7, TITLE 24. REFER TO THE

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ARCHITECTURAL PLANS FOR FIRE-RATE CORRIDOR(S), OCCUPANCY SEPARATION(S)

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AND AREA SEPARATION WALL(S).

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D. UPON COMPLETION OF SYSTEM INSTALLATION, THE SYSTEM SHALL BE TESTED IN

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THE PRESENCE OF AND IN A MANNER ACCEPTABLE TO THE ENFORCING AGENCY.

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E. FIRE ALARM SYSTEM IS AN AUTOMATIC ADDRESSIBLE SYSTEM.

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FIRE ALARM COMPLETE PLAN SUBMITTAL

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ARCHITECT AND DSA DIVISION OF FIRE AND LIFE SAFETY.

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INSPECTION AND TESTING FORM IN ITS ENTIRETY SUBMIT A COPY TO THE DISTRICT,

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POINT-TO-POINT AS BUILD DRAWINGS AND EQUIPMENT SPECIFICATIONS.

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THE OWNER WITH A WRITTEN OPERATING, TESTING AND MAINTENANCE INSTRUCTIONS,

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3.0 UPON RECEIPT OF THE CERTIFICATE OF COMPLIANCE, THE INSTALLER SHALL SUPPLY

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4.0 NFPA 72 CHAPTER 7 INSPECTION TESTING AND MAINTENANCE (2010) COMPLETE THE

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SUBMITTAL GUIDELINE, GL-2(FLS) DATE 2/10/11

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PLAN SUBMITTAL IN ACCORDANCE WITH PROJECT

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%%UFIRE ALARM NOTE:

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FIRE ALARM SUBMITTAL IS A COMPLETE

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5.0 IMPAIRMENT OF FIRE ALARM SYSTEM WILL REQUIRE FIRE WATCH PER CFC ARTICLE 87.

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SYSTEM SENSOR

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WFD SERIES

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PIBV2

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43T SERIES

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SYSTEM SENSOR

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FIRE SPRINKLER BELL

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WITH WEATHERPROOF

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OUTLET BOX

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+96"

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WEATHERPROOF

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SWITCH WITH

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WEATHERPROOF

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FIRE SPRINKLER TAMPER

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OUTLET BOX

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OUTLET BOX

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FLOW SWITCH WITH

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FIRE SPRINKLER WATER

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PIPE

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PIPE

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7135-0785:0108

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7770-1653:0114

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7770-1653:0118

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COOPER NOTIFICATION

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IN BLDG. A

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FIRE ALARM TERMINAL

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CABINET IN NEW BLDG.

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TAMPER/

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FLOW

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SWITCH

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YES

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YES

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YES

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YES

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YES

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YES

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YES

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PULL STATION/HORN/STROBE AND HEAT/SMOKE ELEVATION

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HEAT DETECTOR

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SMOKE DETECTOR

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(OUTDOOR)

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AUDIO/VISUAL DEVICES

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80" TO BOTTOM

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90"A.F.F.

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HORN

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HORN (INDOOR)

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STROBE

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FINISHED FLOOR

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48"A.F.F.

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VISUAL AND

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BELL

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FIRE

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FIRE

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PULL STATION

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H

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FIRE SPRINKLER

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BOARD CEILING OR

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OPEN CONSTRUCTION

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HORN/STROBE

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WHERE OCCURS

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ACCESSIBLE

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CEILING SPACE

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SUSPENDED, GYP.

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AUDIO/VISUAL DEVICES

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96" TO TOP

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VISUAL AND

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CONTROL PANEL

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NEW FIRE ALARM

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(-) DATA

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(+) DATA

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4

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COM

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1

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3

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2

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(-)

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(+)

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(+)

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(-)

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5

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9

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7

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8

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6

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MONITOR MODULE

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DATA(-)

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DATA(+)

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4

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(+)

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1

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3

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2

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(-)

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(+)

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(+)

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(-)

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(-)

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5

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8

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6

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7

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9

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DATA(-)

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DATA(+)

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4

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(+)

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1

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2

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3

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(-)

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(-)

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6

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5

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(+)

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(+)

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(-)

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9

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8

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7

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MONITOR MODULE

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DATA(-)

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DATA(+)

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MONITOR MODULE

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EOL

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RELAY

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RELAY

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RELAY

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EOL

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N/C

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N/O

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SMOKE DETECTOR

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RESETABLE SIGNAL FROM

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EOL

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RELAY

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EOL

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CIRCUIT

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1

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ALARM CONTROL

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EXISTING FIRE

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NON-SUPERVISED

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TROUBLE OUTPUT

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2

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3

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1

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2

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%%UINTERFACE NOTES:

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SIGNAL OF THE NEW NOTIFIER NFS2-3030.

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MONITOR THE OUTPUT ALARM/TROUBLE

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OF THE OLD NOTIFIER AFP400.

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MONITOR THE OUTPUT TROUBLE SIGNAL

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4

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3

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AFTER RESETING NOTIFIER NFS2-3030 PANEL

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POWER DROPS ON PAM-1 RELAY AND

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ENERGIZES THE RELAY AND

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SENDS THE SIGNAL TO THE REMOTE

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RESET RELAY OF NOTIFIER AFP400.

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OF THE OLD NOTIFIER AFP400.

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MONITOR THE OUTPUT ALARM SIGNAL

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SUPERVISED

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PANEL

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REMOTE

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RESET

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RELAY

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4

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ALARM OUTPUT

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SUPERVISED GENERAL

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PAM-1 POLARIZED

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SUPERVISED INPUT

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PAM-1 POLARIZED

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PAM-1 POLARIZED

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RESETABLE

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RESETING PROCEDURE OF

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(E) FIRE ALARM CONTROL

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PANEL "FACP"

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INTERFACE EXISTING CONTROL

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PANEL WITH THE NEW CONTROL PANEL

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WP

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8

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NOTIFIER AFP SERIES

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(1) AT ANNUNCIATOR

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(1) AT FACP

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FATA

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%%UFIRE ALARM ANNUNCIATOR

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WALL MOUNT NEW

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ANNUNCIATOR NEXT TO

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THE EXISTING ANNUNCIATOR

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LOCATION.

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NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES) 2006 EDITION

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H

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(18)

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1

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1

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1

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1

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1

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2

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ADDENDUM NO.2

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Nov.06,2015

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1

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ADDENDUM NO.1

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Oct.15,2015

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2

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FRM-1

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ADDRESSABLE RELAY

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MODULE

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--

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7300-0028:202

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NOTIFIER

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RM

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2

NEW HYDRANT

file name:


drawing no.:

drawing of

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consultant

owner

date:

drawing title:



architect

SS

DATE

AC FLS






LINCO

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ENGINEERING

212.163

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OVERALL SITE ELECTRICALDEMOLITION PLAN

E1-0

OVERALL SITE ELECTRICAL DEMOLITION PLAN 1

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sewer lid

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CLASSROOM 4A

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CLASSROOM 5A

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CLASSROOM 4B

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CLASSROOM 5B

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RESTROOM 6

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CLASSROOM 2A

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CLASSROOM 3A

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CLASSROOM 2B

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CLASSROOM 3B

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CLASSROOM 1

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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ER

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(E)POWER CO. TRANSFORMER

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AND SLAB BOX

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1

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1

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1

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1

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1

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1

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NEW CLASSROOM BUILDING

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(E) PORTABLES TO REMAIN

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EXISTING UTILITY POLE

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TO BE REMOVED (TYPICAL)

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EXISTING OVERHEAD CABLINGS

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EXISTING WEATHERHEADS

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ER

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ER

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2

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3

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TYPICAL

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(E)MAIN SWITCHBOARD "MP"

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2

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FBA #

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L

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A

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C

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I

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R

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T

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C

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E

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L

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Z

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A

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J

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I

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C

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E

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K

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E

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S

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T

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E

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P

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H

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E

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N

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R.

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No. E 10372

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E

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F

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O

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R

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P

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D

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E

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R

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A

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E

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A

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N

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A

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T

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E

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O

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F

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C

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Exp.

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09-30-16

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0

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7.5'

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15'

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30'

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60'

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A1-0101_FP-W.dwg

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WF

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SCALE: 1" = 20'-0"

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%%UPLAN NOTES:

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1

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EXISTING MODULAR BUILDING TO BE REMOVED AFTER THE COMPLETION OF THE NEW CLASSROOM BUILDING. DISCONNECT EXISTING POWER AND SIGNAL SYSTEMS CONNECTIONS TO EXISTING MODULAR BUILDINGS TO BE REMOVED. REMOVE ASSOCIATED OVERHEAD WIRING AND UTILITY POLES.

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RELOCATABLE BUILDING REMOVAL GENERAL NOTES

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1. ALL EXISTING SITE POWER AND SIGNAL CONDUCTORS SHALL BE PULLED

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BACK TO NEAREST EXISTING J-BOX OR PULLBOX TO REMAIN. CONTRACTOR

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SHALL COIL-UP SPARE CABLING AND/OR CONDUCTORS, EXPOSED ENDS OF

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WIRES SHALL BE TAPED-OFF.

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2. RELABEL CIRCUIT BREAKER DEVICES IN DISTRIBUTION PANELS SERVING

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BUILDINGS TO BE REMOVED AS "SPARE".

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3. ALL REMOVED MATERIALS AND EQUIPMENT WHICH IN THE OPINION OF

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ARCHITECT ARE SALVAGEABLE, SHALL REMAIN THE PROPERTY OF THE

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DISTRICT. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON

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PREMISES AS DIRECTED, NEATLY PILE OR STORE THEM AND PROTECT

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FROM DAMAGE. WHERE MATERIALS AND EQUIPMENT HAVE BEEN REMOVED

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AND NOT REPLACED, THE EXPOSED SURFACE SHALL BE PAINTED TO MATCH

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SURROUNDING SURFACES. DO NOT REUSE MATERIALS AND EQUIPMENT,

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UNLESS SPECIFICALLY INDICATED ON PLANS OR SPECIFIED. REMOVE

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FROM PREMISES AND DISPOSE OF ALL MATERIALS CONSIDERED BY

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ARCHITECT TO BE SCRAP.

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4. SEAL ALL WALL OPENINGS WHERE CONDUITS PENETRATION IS REMOVED.

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1

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1

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LEGEND: (E) EXISTING TO REMAIN (ER) EXISTING TO BE REMOVED (ERR) EXISTING TO BE REMOVED AND REINSTALLED

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1

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2

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UNCOUPLE AND DISCONNECT EXISTING GROUND SERVING THE RELOCATABLE BUILDING. REMOVE WIRING BACK TO EXISTING IN-GRADED PULL BOX.

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3

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EXISTING IN-GRADED GROUND PULL BOX TO BE REMOVED. CUT BACK CONDUITS TO BELOW GRADE AND ABANDON IN PLACE.

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2

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ADDENDUM NO.2

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Nov.06,2015

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1

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ADDENDUM NO.1

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Oct.15,2015

Maryland Avenue

Altura Avenue 60'

754.54'

N 0°08'20" W

50'

F.E.C.

F.E.

C.F.E.

C.

F.E.

C.

file name:


drawing no.:

drawing of

arch

itect

ure

plan

ning

inte

riors

tBP

/Arc

hite

ctur

e46

11 T

elle

r Ave

nue

New

port

Bea

ch, C

A 9

2660

ph: 9

49.6

73.0

300

fx: 9

49.7

32.3

895

consultant

owner

date:

drawing title:



architect

SS

DATE

AC FLS






LINCO

LN E

LEME

NTAR

Y SC

HOOL

NEW

CLA

SSRO

OM B

UILD

ING

LA C

RESC

ENTA

, CAL

IFOR

NIA

9121

443

10 N

EW Y

ORK

AVEN

UEGL

ENDA

LE U

NIFI

ED S

CHOO

L DIS

TRIC

T

20774.00

JUNE 4, 2012



FBA

FBAengr.com

ENGINEERING

212.163

northproject

northtrue

SITE ELECTRICAL PLAN

E1-2

SITE ELECTRICAL PLAN 1

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fl

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1500.62

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tw

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1501.80

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g

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1501.65

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bw

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1490.73

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tc

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1490.51

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fl

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1489.85

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WATER VALVE

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6" WATER 11'4" S/O CENTERLINE

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CONC. RET. WALL

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W/ CLF ATOP

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OVERHEAD WIRES (TYPICAL)

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POWER VAULT

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4" DRAIN OUTLET

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W/ 6' CLF ATOP

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fs

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1517.24

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tc

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1504.07

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fl

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1503.56

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1.9bw

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1504.32

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UTILITIES

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GROUND

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STREET SIGN

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g

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1509.90

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g

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1509.09

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fs

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1510.25

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fs

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1509.93

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tc

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1505.23

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8" TREE

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fs

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1511.75

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fs

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1511.91

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PLANTER

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RAMP

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CONC.

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4" DRAIN OUTLET

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WATER VALVE

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CONC. WALL

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DIRT

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STREET SIGN

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UTILITIES

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fs

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1510.46

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fs

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1510.80

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ts

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1509.92

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bs

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1505.40

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2.0bw

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1505.40

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fl

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1504.51

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g

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1507.54

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4" DRAIN OUTLET

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GAS METER

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PP UG - STREET LIGHT

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UTILITY VALVE

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STEPS

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CONC.

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CONC. WALL

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BLOCK PLANTER

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GATE

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fs

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1515.99

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fs

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1515.81

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bs

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1511.81

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ts

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1515.26

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ts

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1515.25

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bs

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1514.27

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fs

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1514.23

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fs

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1514.27

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ff

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1514.32

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fs

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1515.29

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fs

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1515.86

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fs

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1512.64

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cb

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1511.21

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fs

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1512.14

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fs

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1513.02

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fs

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1513.27

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fl

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1514.00

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fs

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1514.36

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fs

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1514.14

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p14

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1515.30

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TOE - FLOWLINE

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A.C. SLOPE

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BOX

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WATER

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CATCH BASIN

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CONC.

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GRATE

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BREEZEWAY

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CONC. RAMP

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A.C. AREA

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ELEVATED CONC. RAMP

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STEPS

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STEPS

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CONC.

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COVERED CONC. WALKWAY

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fs

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1509.87

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g

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1507.29

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g

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1508.21

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STEPS

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tc

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1502.64

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fl

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1502.19

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2.0bw

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1502.98

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STREET SIGN

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smh

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1503.36

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g

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1506.00

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g

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1505.71

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LAWN (SLOPING)

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BOXES

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GUY

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SCHOOL SIGN

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W/ STONE FACING

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2' CONC. RET. WALL

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fs

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1508.84

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fs

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1508.99

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tw

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1509.30

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tc

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1501.71

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fl

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1501.21

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bt rmp

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1502.36

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4" DRAIN OUTLET

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4" DRAIN OUTLET

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WATER METER

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PLANTER

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A.C. ROADWAY

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fs

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1514.28

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ff

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1514.32

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ff

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1514.30

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1 - STORY BUILDING

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bs

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1507.70

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ts

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1514.17

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bs

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1511.69

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fs

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1510.07

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STEPS

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CONC.

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ELEVATED COVERED CONC.

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CATCH BASIN

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CONC.

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UTILITY BOXES

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GROUND LID

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CONC. RET. WALL

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fs

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1517.22

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fs

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1517.44

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4.6bw

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1517.43

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bt rmp

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1517.35

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fs

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1517.95

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fs

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1518.25

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fs

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1518.25

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fs

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1518.06

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fs

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1515.79

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fs

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1518.39

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ff

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1518.33

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1518.32

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1518.07

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fl

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1515.70

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CONC.

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fs

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1518.23

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ff

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1518.33

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fs

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1517.94

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fs

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1517.50

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p11

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1518.22

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fs

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1518.28

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fs

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1518.03

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bt rmp

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1517.20

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ac

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1516.67

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tp rmp

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1518.19

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6" drn otlt

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1515.31

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fs

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1514.91

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fs

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1515.18

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fl

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1514.91

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fs

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1514.63

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(TYPICAL)

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GROUND BOX

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RAMP

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UTILITY LID

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BREEZEWAY

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DOOR

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DRAIN

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CROSS

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fs

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1517.92

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TETHER POST

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26" cb

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1517.83

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4.9bw

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1518.20

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PADDED PLAY AREA

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TETHER POST

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fs

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1516.68

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fs

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1515.09

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fs

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1517.32

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fs

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1517.09

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tp rmp

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1517.34

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8" drn

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1514.02

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ts

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1517.23

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RAMP

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CONC. RET. WALL & STEPS

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1 - STORY BUILDING

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UTILITY LID

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fs

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1515.29

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2.0bw

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1515.46

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fs

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1515.18

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fs

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1515.28

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fs

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1515.14

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bt rmp

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1515.32

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SEWER LID

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GROUND BOX (TYPICAL)

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SIGNAL BOX

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WATER BOX

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SEWER LID

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SEWER LID

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4.5bw

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1516.82

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0" CONC. CURBING

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4.3bw

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1515.85

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fs

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1515.48

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fs

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1515.30

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fs

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1515.38

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fs

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1515.33

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DIRT

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VARIABLE HEIGHT CANTED CONC. & STONE RET. WALL W/ CLF ATOP (APPROXIMATE LOCATION DUE TO CANT.)

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fs

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1507.62

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CABLE T.V. ON OVERHEAD WIRES

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PADDED PLAY AREA

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fs

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1508.03

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low point

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1507.09

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tw

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1508.13

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tc

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1500.22

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fl

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1499.57

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bw

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1500.40

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tc

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1501.03

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fl

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1500.53

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bw

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1501.22

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8" WATER 6.2' TO 10' S/O CENTERLINE

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2 - 4" DRAIN OUTLETS

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fs

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1507.17

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tc

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1499.18

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fl

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1498.52

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bw

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1499.40

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2" GAS 17' S/N

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POWER POLE

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fs

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1508.69

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fs

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1508.25

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fs

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1507.81

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0" CONC. CURBING

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24" cb

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1505.35

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CONC. WALKWAY

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fs

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1506.57

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fs

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1505.84

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tc

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1498.03

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fl

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1497.39

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bw

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1498.23

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CONC. GUTTER

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CONC. CURB

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PARKWAY

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fs

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1505.23

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tw

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1505.56

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tc

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1496.89

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fl

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1496.24

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bw

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1497.09

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(PORTABLE)

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1 STORY BUILDING

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tc

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1494.55

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fl

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1493.91

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bw

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1494.78

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8" SEWER ON CENTERLINE

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fs

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1504.35

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24" cb

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1503.88

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tc

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1495.68

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fl

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1495.05

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bw

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1495.96

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SMH

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fs

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1503.79

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fs

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1503.23

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tc

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1493.62

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fl

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1492.96

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fs

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1493.79

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PP UG

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W/ 8' CLF ATOP

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CONC. RET. WALL

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UTILITY RISER

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fs

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1502.85

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24" cb

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1502.01

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tc

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1492.56

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fl

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bw

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1492.86

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tc

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fl

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bw

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1491.78

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g

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1503.09

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STONE RET. WALL W/ CLF ATOP

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VARIABLE HEIGHT CONC. &

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DRIVEWAY

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(PORTABLE)

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1 STORY BUILDING

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(PORTABLE)

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1 STORY BUILDING

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bw

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1506.85

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ELEC

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fs

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1506.65

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bw5.7

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1506.47

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GARAGE

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3.3bw

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1505.44

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fs

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1506.78

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fl

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1506.41

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fs

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1504.63

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A.C. DRIVEWAY

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fs

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1507.20

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fs

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1504.57

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fs

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1504.60

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STONE RET. WALL W/ 8' CLF

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VARIABLE HEIGHT CONC. &

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LIGHT

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STREET

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fl

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1504.53

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fs

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1503.99

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fl

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1503.34

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fs

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1501.50

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g

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1503.69

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2" GAS 6'W/E

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GATE

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p21

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1507.82

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2" WATER 16.5' E/O CENTERLINE

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fs

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1506.39

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fs

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1510.94

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g

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1511.01

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fl

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1510.37

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fl

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1508.18

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fs

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1508.62

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g

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1508.77

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DIRT

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CONC.

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smh

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1506.86

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8" SEWER ON CENTERLINE

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1500.44

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g

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1500.84

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24" cb

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1500.13

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24" cb

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1500.19

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tc

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1489.53

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fl

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1488.88

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bw

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1489.77

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POWER POLE

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fs

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1498.76

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fl

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1498.35

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tw3.1

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1502.81

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fl

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1495.51

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tc

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1496.00

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1495.33

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fs

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1496.22

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g

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1502.17

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tw

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1502.04

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DIRT

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CONC. WALKWAY

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A.C. ROADWAY

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GATE

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CONTAINER

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CONTAINER

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fs

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1504.26

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fs

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1502.84

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fs

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1501.48

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fs

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1499.89

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fs

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1498.32

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fs

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1496.86

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fs

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1495.47

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fs

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1494.16

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fs

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1492.78

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fs

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1491.42

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fs

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1489.92

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fs

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1510.38

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fs

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1508.12

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fs

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1504.80

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fs

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1502.77

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1500.09

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3" TREE

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Lawn

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Grate Inlet

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Sewer Cleanout

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WATER METER

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Begin Concrete/Rock Wall

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End Concrete Wall

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Fire Hydrant

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WV

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(E)SIGNAL PULLBOX

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(E)UTILITY CO. POLE

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TYPICAL FOR

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BOX TO REMAIN

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FACP

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A1-0101_FP-W.dwg

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WF

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SCALE: 1/16" = 1'-0"

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%%UPLAN NOTES:

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REFERENCE SINGLE LINE DIAGRAM, SHEET E0-2, FOR FEEDER REQUIREMENTS.

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SAWCUT, TRENCH, INSTALL CONDUITS, ENCASE, BACKFILL AND PATCH AS REQUIRED

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2

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FOR INSTALLATION OF NEW UNDERGROUND CONDUITS.

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3

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PROTECT IN PLACE. FIELD VERIFY EXACT LOCATION.

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4

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5

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6

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(1)3"C. FIBER/DATA/TELE

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(1)3"C. INT. COMMUNICATIONS

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(1)2"C. INTRUSION DETECTION

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(1)2"C. TELEVISION

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(1)2"C. FIRE ALARM

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(1)2"C.O. SPARE

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EXISTING UNDERGROUND CONDUIT TO REMAIN.

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14

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(1)3"C.O. INTEGRATED COMMUNICATIONS

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PROVIDE 2#12, 1#12 GROUND - 3/4"C.

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15

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ROUTE VIA LIGHTING CONTROL RELAY PANEL "LC".

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16

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(WALL TO WALL)

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CONCRETE

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ALL CONDUITS IN TRENCH

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CONDUIT SPACER TYP.

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2" C.O. - (SPARE)

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24" MIN.

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3" MIN.

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7.5"MIN.

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SURROUNDING AREA

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TO MATCH EXISTING

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COMPACTED BACK FILL

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AC PAVING OR LANDSCAPE

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CONDUIT

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SIGNAL

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3" MIN.

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BANK

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3" MIN.

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3" MIN.

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2"C. - (TELEVISION)

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2" C. - (FIRE ALARM)

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3"C. - (INT. COMM)

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3"C. - (FIBER/DATA/TELE)

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2"C. - (INTRUSION ALARM)

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4"C.(MP-A)

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3" MIN.

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3" MIN.

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BANK

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3" MIN.

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POWER

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CONDUIT

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AC PAVING OR LANDSCAPE

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COMPACTED BACK FILL

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TO MATCH EXISTING

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SURROUNDING AREA

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24" MIN.

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CONDUIT SPACER TYP.

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ALL CONDUITS IN TRENCH

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CONCRETE

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(WALL TO WALL)

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CONDUIT DUCT BANK DETAIL

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N.T.S.

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A

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E1-2

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NOTE: SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

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CONDUIT DUCT BANK DETAIL

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N.T.S.

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B

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E1-2

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NOTE: SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

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4"C.(MP-A)

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4"C.(MP-A)

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4"C.O. SPARE

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24"

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18"

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%%USITE ELECTRICAL PLAN GENERAL NOTES:

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2. THE LOCATIONS OF EXISTING UTILITIES EQUIPMENT AND CONDUIT

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SHOWN ON THE DRAWINGS IS APPROXIMATE. VERIFY EXACT LOCATIONS

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AND ROUTING OF EXISTING SYSTEMS IN THE FIELD. INCLUDE ALL

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COSTS IN CONTRACT PRICE FOR ADJUSTMENT REQUIRED TO ACCOMMODATE

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EXISTING CONDITIONS.

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3. REFER TO THE CIVIL DRAWINGS FOR LOCATIONS OF OTHER UTILTIES

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SUCH AS SEWER, WATER, ETC. COORDINATE AND COOPERATE IN EVERY

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WAY WITH OTHER TRADES IN ORDER TO AVOID INTERFERENCE AND

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ASSURE A SATISFACTORY INSTALLATION.

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4. REFER TO THE STRUCTURAL DRAWINGS FOR LOCATIONS OF GRADE BEAMS AND

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FOOTINGS. INSTALL CONDUIT DUCT BANKS THROUGH FOOTINGS AND GRADE BEAMS

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IN ACCORDANCE WITH THE STRUCTURAL ENGINEERS REQUIREMENTS.

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PERSONNEL AND/OR DAMAGE TO EXISTING UNDERGROUND UTILITIES

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CONDITIONS BE DISCOVERED. THESE DRAWINGS AND

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IMMEDIATELY NOTIFY THE OWNER SHOULD SUCH UNIDENTIFIED

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SPECIFICATIONS DO NOT INCLUDE NECESSARY COMPONENTS FOR

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BY THIS OR ANY OTHER CONTRACTS. THIS CONTRACTOR SHALL

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OR STRUCTURES, WHETHER OR NOT SHOWN, DETAILED OR INSTALLED

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PIPING, CONDUITS, ETC., AND SHALL PREVENT HAZARD TO

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AND TRENCHING ON THIS SITE TO AVOID EXISTING DUCTS,

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1. CONTRACTOR SHALL EXERCISE CAUTION IN EXCAVATING

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CONSTRUCTION SAFETY.

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INTERCEPT EXISTING POWER CONDUIT STUB OUT AND EXTEND AS INDICATED.

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EXISTING 4-2"C. UNDERGROUND TO REMAIN. 2"C. INTRUSION DETECTION 2"C. TELEVISION 2"C. FIRE ALARM 2"C. SPARE

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INTERCEPT EXISTING 4-2"C.O. AND 2-3"C.O. UNDERGROUND SIGNAL SYSTEMS AND EXTEND AS INDICATED.

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17

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EXISTING CONDUITS TO REMAIN.

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(1)2"C. TELEVISION

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(1)2"C. FIRE ALARM

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(1)2"C.O. SPARE

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EXISTING POWER PULLBOX TO REMAIN.

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TERMINATE CONDUIT AND CABLING AT THE RESPECTIVE RACK, TERMINAL CABINET, CONTROL PANEL OR BACKBOARD.

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INTERCEPT THE EXISTING 4-2"C.O. STUBS AND THE NEW CONDUITS INDICATED AND EXTEND TO THE EXISTING MAIN HEADEND EQUIPMENT ROOM VIA THE CRAWL SPACE BELOW BUILDING A. PROVIDE FIBER/DATA/TELE, INT.COMMUNICATIONS,TELEVISION, INTRUSION DETECTION AND FIRE ALARM SYSTEMS CABLING AS SPECIFIED.

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PROVIDE SIGNAL SYSTEM CABLING AS SPECIFIED THROUGH THE EXISTING CONDUIT SYSTEM.

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PROVIDE THE SPECIFIED SIGNAL SYSTEMS CABLING IN EXISTING EMPTY CONDUITS FOR THE FOLLOWING:

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EXISTING FIRE ALARM TO REMAIN.

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EXISTING SIGNAL TO REMAIN.

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2

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ADDENDUM NO.2

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Nov.06,2015

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1

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ADDENDUM NO.1

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Oct.15,2015

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18

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CONNECT TO IRRIGATION CONTROLLER IN ACCORDANCE WITH THE IRRIGATION DRAWINGS. VERIFY EXACT LOCATION PRIOR TO ROUGH IN.

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2

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19

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PROVIDE THE SPECIFIED SIGNAL SYSTEMS CABLING IN EXISTING EMPTY CONDUITS FOR THE FOLLOWING:

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2

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(1)2"C. TELEVISION

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(1)2"C. FIRE ALARM

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(1)2"C.O. SPARE

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2

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2

1 2 3 3.5 4 4.5 5 5.5 6 76.5 8

1 2 3 3.5 4 4.5 5 5.5 6 76.5 8

A

A.5

B

C

D

E

A

A.5

B

C

D

C.4

2.6 7.5

F.E.C.

F.E.

C.F.E.

C.

F.E.

C.

D

E

B

C

C.4

F.E.C.

file name:


drawing no.:

drawing of

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tBP

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ph: 9

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fx: 9

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895

consultant

owner

date:

drawing title:



architect

SS

DATE

AC FLS






LINCO

LN E

LEME

NTAR

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HOOL

NEW

CLA

SSRO

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UILD

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LA C

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20774.00

JUNE 4, 2012



FBA

FBAengr.com

ENGINEERING

212.163

LIGHTING PLAN

E3-1

LIGHTING PLAN 1

northproject

northtrue

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101

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%%UCOMPUTER LAB

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%%UTYP. CLASSROOM

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102

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%%USTORAGE

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103

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%%UELECTRICAL

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%%UCLASSROOM

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%%UCLASSROOM

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EA. CLASSROOM

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540

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20'-0" ROWS EA. CLASSROOM

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SURF. FLUOR., U.N.O.

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WALL MOUNT, U.N.O.

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LIGHTING PLAN

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A1-0101_FP-W.dwg

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WF

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1/8"=1'-0"

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1/8"=1'-0"

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ADDENDUM NO.2

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Nov.06,2015

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%%UPLAN NOTES:

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REFERENCE THE TYPICAL CLASSROOM LIGHTING PLAN, THIS SHEET. PROVIDE LIGHT

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FIXTURES, CONTROLS, OCCUPANCY SESNORS, ETC. AND ASSOCIATED BRANCH

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CIRCUIT CONDUIT AND WIRING PER TYPICAL CLASSROOM LIGHTING PLAN.

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PROVIDE COMPLETE LIGHTING CONTROL SYSTEM PER DRAWING E0-7.

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CLASSROOM LIGHTING ENTRANCE CONTROL STATION ON FLUSH IN WALL OUTLET

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BOX, +45".

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INSTRUCTORS LIGHTING CONTROL STATION ON FLUSH IN WALL OUTLET BOX, +45".

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CLASSROOM LIGHTING CONTROL SYSTEM PANEL. WALL MOUNT ABOVE THE ACCESSIBLE

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CEILING. PROVIDE ONE (1) CONTROL PANEL FOR EVERY TWO (2) CLASSROOMS.

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PROVIDE COMPLETE LIGHTING CONTROL SYSTEM PER DRAWING E0-7.

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ROUTE VIA LIGHTING CONTROL RELAY PANEL "LC".

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PROVIDE 3#10,1#10GRD. - 3/4"C.

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MAKE UP SPLICE IN THE JUNCTION BOX AT THE INVERTER.

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PROVIDE DAYLIGHT SENSOR MOUNTED IN THE CEILING.

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CONNECT TO ROOM EXHAUST FAN IN ACCORDANCE WITH THE MECHANICAL DRAWINGS.

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file name:


drawing no.:

drawing of

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consultant

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date:

drawing title:



architect

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DATE

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LINCO

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FBA

FBAengr.com

ENGINEERING

212.163

POWER PLAN

E3-2

POWER PLAN 1

northproject

northtrue

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TYPICAL CLASSROOM

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POWER PLAN

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SAC

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LPA1-22,24

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WP

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+70"

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A1-0101_FP-W.dwg

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WF

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SCALE: 1/8" = 1'-0"

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4'

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8'

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16'

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REFER TO SIGNAL PLAN FOR ADDITIONAL INFORMATION.

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PROVIDE RECEPTACLE OUTLETS AND ON/OFF CONTROL SWITCH AND INSTALL IN FLUSH IN CEILING ACCESS PANEL.

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PROVIDE 3/4"C. WITH CONTROL WIRING TO RESPECTIVE THERMOSTAT.

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PROVIDE RECEPTACLE OUTLET MOUNT ADJACENT TO SAC-1 FOR

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CONDENSATE PUMP AS REQUIRED.

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PROVIDE CONNECTION TO WATER HEATER AS REQUIRED. VERIFY

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EXACT LOCATION WITH PLUMBING DRAWINGS PRIOR TO ROUGH IN.

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PROVIDE 2#6, 1#10 GRD. - 3/4"C.

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4

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REFERENCE TYPICAL CLASSROOM POWER PLAN, THIS SHEET. PROVIDE ALL RECEPTACLES,

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5

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POWER CONNECTIONS, ETC. AND ASSOCIATED BRANCH CIRCUIT CONDUIT AND WIRING PER

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THE TYPICAL CLASSROOM POWER PLAN.

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PROVIDE 4#12, 1#12 - 3/4"C. CONTINUE THE GROUND WIRE THROUGH THE ENTIRE

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CIRCUIT LENGTH.

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PROVIDE 4#10, 1#10 - 1"C. CONTINUE THE GROUND WIRE THROUGH THE ENTIRE

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CIRCUIT LENGTH.

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CIRCUIT LENGTH.

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INTERLOCK WITH LIGHT SWITCH IN THIS ROOM.

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ADDENDUM NO.2

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Oct.15,2015

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ROUTE CIRCUIT THROUGH RELAY MODULE ABOVE PANEL "LPA1" AS REQUIRED.

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A.5

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file name:


drawing no.:

drawing of

arch

itect

ure

plan

ning

inte

riors

tBP

/Arc

hite

ctur

e46

11 T

elle

r Ave

nue

New

port

Bea

ch, C

A 9

2660

ph: 9

49.6

73.0

300

fx: 9

49.7

32.3

895

consultant

owner

date:

drawing title:



architect

SS

DATE

AC FLS






LINCO

LN E

LEME

NTAR

Y SC

HOOL

NEW

CLA

SSRO

OM B

UILD

ING

LA C

RESC

ENTA

, CAL

IFOR

NIA

9121

443

10 N

EW Y

ORK

AVEN

UEGL

ENDA

LE U

NIFI

ED S

CHOO

L DIS

TRIC

T

20774.00

JUNE 4, 2012



FBA

FBAengr.com

ENGINEERING

212.163

SIGNAL PLAN

E3-3

SIGNAL PLAN 1

northproject

northtrue

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101

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%%UCOMPUTER LAB

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TYPICAL CLASSROOM

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SIGNAL PLAN

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12" WIDE WIRE BASKET

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TRAY, ABOVE CEILING

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(2)2"C.

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(3)2"C.

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CCTV CAMERA LOCATION (TYPICAL)

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A1-0101_FP-W.dwg

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WF

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SCALE: 1/8" = 1'-0"

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PLAN NOTES:

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REFERENCE TYPICAL CLASSROOM SIGNAL PLAN, THIS SHEET. PROVIDE COMPUTER/DATA/VOICE OUTLETS, AUDIO VIDEO CONNECTIONS, CLOCKS, TELEVISION AND ASSOCIATED CONDUIT, CABLING AND DEVICES IN EACH CLASSROOM AS INDICATED IN THE TYPICAL CLASSROOM SIGNAL PLAN.

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PROVIDE ADJUSTABLE HEAVY DUTY DROP IN 2'X 2' CEILING ACCESS PANEL BMS MODEL DCP150 OR EQUAL, IN EACH CLASSROOM NEAR THE TEACHER'S DESK LOCATION FOR MOUNTING OF THE CLASSROOM AUDIO-VISUAL EQUIPMENT AND DATA OUTLETS LOCATED ABOVE THE CEILING. TYPICAL FOR EACH CLASSROOM, 1ST AND 2ND FLOOR.

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PROVIDE SIX(6) DATA CONNECTORS IN COMMON 2-GANG OUTLET BOX LOCATED 1 FOOT ABOVE ACCESS PANEL. PROVIDE LABELS FOR EACH DATA CONNECTOR AS FOLLOWS: : "WIRELESS ACCESS POINT", "VIDEO PROJECTOR", "AMPLIFIER" AND THREE SPARES. TYPICAL FOR EACH CLASSROOM.

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PROVIDE WEATHERPROOF 4/S BOX AND COVER FOR CCTV CAMERAS. STUB 1"C. INTO THE ACCESSIBLE CEILING SPACE. PROVIDE "YELLOW" CAT6 CABLE FROM THE CAMERA LOCATION TO THE IDF.

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ADDENDUM NO.2

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Nov.06,2015

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1

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ADDENDUM NO.1

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Oct.15,2015

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2

1 2 3 3.5 4 4.5 5 5.5 6 76.5 8

1 2 3 3.5 4 4.5 5 5.5 6 76.5 8

A

A.5

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E

A

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C

D

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2.6 7.5

F.E.C.

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C.

F.E.

C.

file name:


drawing no.:

drawing of

arch

itect

ure

plan

ning

inte

riors

tBP

/Arc

hite

ctur

e46

11 T

elle

r Ave

nue

New

port

Bea

ch, C

A 9

2660

ph: 9

49.6

73.0

300

fx: 9

49.7

32.3

895

consultant

owner

date:

drawing title:



architect

SS

DATE

AC FLS






LINCO

LN E

LEME

NTAR

Y SC

HOOL

NEW

CLA

SSRO

OM B

UILD

ING

LA C

RESC

ENTA

, CAL

IFOR

NIA

9121

443

10 N

EW Y

ORK

AVEN

UEGL

ENDA

LE U

NIFI

ED S

CHOO

L DIS

TRIC

T

20774.00

JUNE 4, 2012



FBA

FBAengr.com

ENGINEERING

212.163

FIRE ALARM PLAN

E3-4

FIRE ALARM PLAN 1

northproject

northtrue

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101

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%%UCOMPUTER LAB

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%%USTORAGE

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%%UCLASSROOM

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75cd

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FIRE ALARM

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CONDUCTORS

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SYMBOL

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F5

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2#16TP (INITIATING)&2#12 (NOTIFICATION)

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2#16TP (INITIATING)&4#12 (NOTIFICATION)

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FIRE ALARM RACEWAY / CONDUIT SCHEDULE

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4#12 (NOTIFICATION)

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2#12 (NOTIFICATION)

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2#16TP (INITIATING)

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2

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ADDENDUM NO.2

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Nov.06,2015

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PLAN NOTES:

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RELAY MODULE FOR CONTROL OF 120V. CIRCUIT "LPA1-27" SERVING SMOKE FIRE DAMPERS. WALL MOUNTED ABOVE PANEL "LPA1".

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1

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2

file name:


drawing no.:

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consultant

owner

date:

drawing title:



architect

SS

DATE

AC FLS






LINCO

LN E

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NEW

CLA

SSRO

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FBA

FBAengr.com

ENGINEERING

212.163

PANEL SCHEDULES

E5-1

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FBA #

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L

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C

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E

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L

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Z

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A

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J

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I

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C

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E

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K

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E

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S

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T

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E

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P

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H

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E

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N

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R.

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No. E 10372

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E

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F

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O

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R

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P

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D

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E

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R

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E

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T

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S

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I

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G

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E

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R

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A

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R

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E

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E

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N

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I

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G

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N

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L

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A

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N

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O

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I

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S

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L

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I

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F

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O

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N

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I

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A

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S

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T

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A

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T

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E

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O

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F

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C

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Exp.

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09-30-16

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A1-0101_FP-W.dwg

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WF

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W( A) CONN.

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POLE

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#

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#

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#8

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#7

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#6

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#5

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#4

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TOTAL

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1339

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11.1

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#

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#

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#

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#

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#

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#

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#

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#

AutoCAD SHX Text

6

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10

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#

AutoCAD SHX Text

#

AutoCAD SHX Text

560

AutoCAD SHX Text

120

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#

AutoCAD SHX Text

#

AutoCAD SHX Text

20

AutoCAD SHX Text

#

AutoCAD SHX Text

#

AutoCAD SHX Text

1

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

20

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

AutoCAD SHX Text

1

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EMERGENCY BATTERY INVERTER

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NO.

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#2

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#3

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#1

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CIRC.

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EMA

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VOLT AMPS

AutoCAD SHX Text

7

AutoCAD SHX Text

8

AutoCAD SHX Text

1

AutoCAD SHX Text

378

AutoCAD SHX Text

240

AutoCAD SHX Text

41

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LOCATION

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VOLTAGE

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OUTLETS

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ELECT.ROOM 103

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120V/120V

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AMP

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20

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20

AutoCAD SHX Text

20

AutoCAD SHX Text

1

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1

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1

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CIRC. BKR.

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REMARKS

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V.A.

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ELECT. ROOM LIGHT

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X1-EXT-WALL-MOUNT

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X1-EXT-CANOPY

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SPARE

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SPARE

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SPARE

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PROVISION

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PROVISION

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3000

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X1-EXT-STEP LTS.

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X1-EXT-CANOPY

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X1 - INDICATES CIRCUIT CONTROLLED BY PC/PC FUNCTION OF LIGHTING CONTROL SYSTEM.

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LIGHTING CONTROL RELAY PANEL - LC

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RELAY

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CKT. NO.

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SWITCH

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MASTER SWITCH

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AREA CONTROLLED

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1

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LPA1-13

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-

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PC/TC

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EXTERIOR CANOPY DOWNLIGHTS

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2

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LPA1-15

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-

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PC/TC

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EXTERIOR WALL LIGHTS

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3

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EMA-2

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-

AutoCAD SHX Text

PC/PC

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EXTERIOR WALL LIGHTS

AutoCAD SHX Text

4

AutoCAD SHX Text

EMA-3

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-

AutoCAD SHX Text

PC/PC

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EXTERIOR CANOPY DOWNLIGHTS

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5

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EMA-4

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-

AutoCAD SHX Text

PC/PC

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EXTERIOR STEP LIGHTS

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6

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EMA-5

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-

AutoCAD SHX Text

PC/TC

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EXTERIOR CANOPY LIGHTS

AutoCAD SHX Text

7

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

8

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

9

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

10

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

11

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

12

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SPARE

AutoCAD SHX Text

13

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PROVISION

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14

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PROVISION

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15

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PROVISION

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16

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PROVISION

AutoCAD SHX Text

17

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PROVISION

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18

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PROVISION

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19

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PROVISION

AutoCAD SHX Text

20

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PROVISION

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21

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PROVISION

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22

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PROVISION

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23

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PROVISION

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24

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PROVISION

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PC/PC = PHOTOCELL ON / PHOTOCELL OFF PC/TC = PHOTOCELL ON / TIMECLOCK OFF TC/TC = TIMECLOCK ON / TIMECLOCK OFF "a,b,c,..." = LOW VOLTAGE SWITCH CONTROLLED

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LINCOLN ELEMENTARY SCHOOL

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PROJECT NO.

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212.163

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VOLTS

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120/208

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PANELBOARD

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CLPA1

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MAIN

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L.O.

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PHASE

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3PH, 4W

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BUS

AutoCAD SHX Text

225A

AutoCAD SHX Text

MTG

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SURFACE

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LOCATION

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ELECTRICAL ROOM 103

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<-- LOAD (VA) -->

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LOAD

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OUTLET

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<-- LOAD (VA) -->

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LOAD

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OUTLET

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CKT

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A

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B

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C

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TYPE

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BKR

AutoCAD SHX Text

QUAN

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DESCRIPTION

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CKT

AutoCAD SHX Text

A

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B

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C

AutoCAD SHX Text

TYPE

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BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

1

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900

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-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

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20/1

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5

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COMP. LAB CONV RECEPT

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A

AutoCAD SHX Text

2

AutoCAD SHX Text

1500

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

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COMP. LAB RECEPTS

AutoCAD SHX Text

3

AutoCAD SHX Text

-----

AutoCAD SHX Text

750

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

2

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COMP. LAB RECEPTS

AutoCAD SHX Text

B

AutoCAD SHX Text

4

AutoCAD SHX Text

-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

COMP. LAB RECEPTS

AutoCAD SHX Text

5

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-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1000

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

COMP. LAB PRINTER RECEPT

AutoCAD SHX Text

C

AutoCAD SHX Text

6

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-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

COMP. LAB RECEPTS

AutoCAD SHX Text

7

AutoCAD SHX Text

1500

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

4

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COMP. LAB RECEPT

AutoCAD SHX Text

A

AutoCAD SHX Text

8

AutoCAD SHX Text

1500

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-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

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COMP. LAB RECEPTS

AutoCAD SHX Text

9

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-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

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COMP. LAB RECEPT

AutoCAD SHX Text

B

AutoCAD SHX Text

10

AutoCAD SHX Text

-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

COMP. LAB RECEPTS

AutoCAD SHX Text

11

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

COMP. LAB RECEPT

AutoCAD SHX Text

C

AutoCAD SHX Text

12

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

COMP. LAB RECEPTS

AutoCAD SHX Text

13

AutoCAD SHX Text

1500

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

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COMP. LAB RECEPT

AutoCAD SHX Text

A

AutoCAD SHX Text

14

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

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SPARE

AutoCAD SHX Text

15

AutoCAD SHX Text

-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

COMP. LAB RECEPT

AutoCAD SHX Text

B

AutoCAD SHX Text

16

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

17

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1500

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

COMP. LAB RECEPT

AutoCAD SHX Text

C

AutoCAD SHX Text

18

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

19

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

20

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

30/3

AutoCAD SHX Text

1

AutoCAD SHX Text

TVSS

AutoCAD SHX Text

21

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

22

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---------

AutoCAD SHX Text

23

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-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

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SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

24

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---------

AutoCAD SHX Text

25

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

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SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

26

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

27

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

28

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

29

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

30

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

31

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

A

AutoCAD SHX Text

32

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

33

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

B

AutoCAD SHX Text

34

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

35

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

C

AutoCAD SHX Text

36

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

37

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

A

AutoCAD SHX Text

38

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

39

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

B

AutoCAD SHX Text

40

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

41

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

C

AutoCAD SHX Text

42

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

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CONNECTED:

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L.C.L. @ 125% =

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LOAD TYPE:

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VA

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AMPS

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RECEPT. ( > 10 kVA @ 50%) =

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900

AutoCAD SHX Text

PHASE A =

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6900

AutoCAD SHX Text

58

AutoCAD SHX Text

KITCHEN @ 65% =

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G - GENERAL (100%) M - MOTOR (100%)

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PHASE B =

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6750

AutoCAD SHX Text

56

AutoCAD SHX Text

OTHER LOAD @ 100% =

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19750

AutoCAD SHX Text

L - L.C.L. (125%) M1 - MOTOR (125%)

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PHASE C =

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7000

AutoCAD SHX Text

58

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TOTAL VA =

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20650

AutoCAD SHX Text

R - RECEPTACLE ( 50%) X - X-RAY (100%)

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(10 kVA @ 100%) X1 - X-RAY ( 50%)

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TOTAL =

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20650

AutoCAD SHX Text

57

AutoCAD SHX Text

TOTAL AMPS =

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57

AutoCAD SHX Text

K - KITCHEN ( 65%)

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LINCOLN ELEMENARY SCHOOL

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

212.163

AutoCAD SHX Text

VOLTS

AutoCAD SHX Text

120/208

AutoCAD SHX Text

PANELBOARD

AutoCAD SHX Text

CRPA1

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

L.O.

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

3PH, 4W

AutoCAD SHX Text

BUS

AutoCAD SHX Text

225A

AutoCAD SHX Text

MTG

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

ELECTRICAL ROOM 103

AutoCAD SHX Text

<-- LOAD (VA) -->

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

<-- LOAD (VA) -->

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

CKT

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CKT

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

1

AutoCAD SHX Text

750

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

2

AutoCAD SHX Text

CLASSROOM COMP RECEPTS

AutoCAD SHX Text

A

AutoCAD SHX Text

2

AutoCAD SHX Text

750

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

3

AutoCAD SHX Text

-----

AutoCAD SHX Text

1000

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

CLASSROOM PRINTER RECEPTS

AutoCAD SHX Text

B

AutoCAD SHX Text

4

AutoCAD SHX Text

-----

AutoCAD SHX Text

1000

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

5

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

6

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

7

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

8

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

9

AutoCAD SHX Text

-----

AutoCAD SHX Text

750

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

B

AutoCAD SHX Text

10

AutoCAD SHX Text

-----

AutoCAD SHX Text

750

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

11

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1000

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

C

AutoCAD SHX Text

12

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1000

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

13

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

14

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

15

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

16

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

17

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

750

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

2

AutoCAD SHX Text


AutoCAD SHX Text

C

AutoCAD SHX Text

18

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

19

AutoCAD SHX Text

1000

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text


AutoCAD SHX Text

A

AutoCAD SHX Text

20

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

21

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

22

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

23

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

24

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

25

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

A

AutoCAD SHX Text

26

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

27

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

B

AutoCAD SHX Text

28

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

29

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

C

AutoCAD SHX Text

30

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

31

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

A

AutoCAD SHX Text

32

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

33

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

B

AutoCAD SHX Text

34

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

35

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

C

AutoCAD SHX Text

36

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

37

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

A

AutoCAD SHX Text

38

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

39

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

B

AutoCAD SHX Text

40

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

41

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

C

AutoCAD SHX Text

42

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

CONNECTED:

AutoCAD SHX Text

L.C.L. @ 125% =

AutoCAD SHX Text

LOAD TYPE:

AutoCAD SHX Text

VA

AutoCAD SHX Text

AMPS

AutoCAD SHX Text

RECEPT. ( > 10 kVA @ 50%) =

AutoCAD SHX Text

PHASE A =

AutoCAD SHX Text

2500

AutoCAD SHX Text

21

AutoCAD SHX Text

KITCHEN @ 65% =

AutoCAD SHX Text


AutoCAD SHX Text

PHASE B =

AutoCAD SHX Text

3500

AutoCAD SHX Text

29

AutoCAD SHX Text

OTHER LOAD @ 100% =

AutoCAD SHX Text

8750

AutoCAD SHX Text

L - L.C.L. (125%) M1 - MOTOR (125%)

AutoCAD SHX Text

PHASE C =

AutoCAD SHX Text

2750

AutoCAD SHX Text

23

AutoCAD SHX Text

TOTAL VA =

AutoCAD SHX Text

8750

AutoCAD SHX Text


AutoCAD SHX Text

(10 kVA @ 100%) X1 - X-RAY ( 50%)

AutoCAD SHX Text

TOTAL =

AutoCAD SHX Text

8750

AutoCAD SHX Text

24

AutoCAD SHX Text

TOTAL AMPS =

AutoCAD SHX Text

24

AutoCAD SHX Text

K - KITCHEN ( 65%)

AutoCAD SHX Text

LINCOLN ELEMENTARY SCHOOL

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

212.163

AutoCAD SHX Text

VOLTS

AutoCAD SHX Text

120/208

AutoCAD SHX Text

PANELBOARD

AutoCAD SHX Text

CRPA2

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

L.O.

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

3PH, 4W

AutoCAD SHX Text

BUS

AutoCAD SHX Text

225A

AutoCAD SHX Text

MTG

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

ELECTRICAL ROOM 103

AutoCAD SHX Text

<-- LOAD (VA) -->

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

<-- LOAD (VA) -->

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

CKT

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CKT

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

1

AutoCAD SHX Text

900

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

5

AutoCAD SHX Text

CLASSROOM RECEPTS

AutoCAD SHX Text

A

AutoCAD SHX Text

2

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

3

AutoCAD SHX Text

-----

AutoCAD SHX Text

900

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

5

AutoCAD SHX Text

CLASSROOM RECEPTS

AutoCAD SHX Text

B

AutoCAD SHX Text

4

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

5

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

900

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

5

AutoCAD SHX Text

CLASSROOM RECEPTS

AutoCAD SHX Text

C

AutoCAD SHX Text

6

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

7

AutoCAD SHX Text

900

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

5

AutoCAD SHX Text

CLASSROOM RECEPTS

AutoCAD SHX Text

A

AutoCAD SHX Text

8

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

9

AutoCAD SHX Text

-----

AutoCAD SHX Text

900

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

5

AutoCAD SHX Text

CLASSROOM RECEPTS

AutoCAD SHX Text

B

AutoCAD SHX Text

10

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

11

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

12

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

13

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

14

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

15

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

16

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

17

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

18

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

19

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

20

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

21

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

22

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

23

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

C

AutoCAD SHX Text

24

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

25

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

A

AutoCAD SHX Text

26

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

27

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

B

AutoCAD SHX Text

28

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

29

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

C

AutoCAD SHX Text

30

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

31

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

A

AutoCAD SHX Text

32

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

33

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

B

AutoCAD SHX Text

34

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

35

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

C

AutoCAD SHX Text

36

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

37

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

A

AutoCAD SHX Text

38

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

39

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

B

AutoCAD SHX Text

40

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

41

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

C

AutoCAD SHX Text

42

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISIONS

AutoCAD SHX Text

CONNECTED:

AutoCAD SHX Text

L.C.L. @ 125% =

AutoCAD SHX Text

LOAD TYPE:

AutoCAD SHX Text

VA

AutoCAD SHX Text

AMPS

AutoCAD SHX Text

RECEPT. ( > 10 kVA @ 50%) =

AutoCAD SHX Text

4500

AutoCAD SHX Text

PHASE A =

AutoCAD SHX Text

1800

AutoCAD SHX Text

15

AutoCAD SHX Text

KITCHEN @ 65% =

AutoCAD SHX Text


AutoCAD SHX Text

PHASE B =

AutoCAD SHX Text

1800

AutoCAD SHX Text

15

AutoCAD SHX Text

OTHER LOAD @ 100% =

AutoCAD SHX Text

L - L.C.L. (125%) M1 - MOTOR (125%)

AutoCAD SHX Text

PHASE C =

AutoCAD SHX Text

900

AutoCAD SHX Text

8

AutoCAD SHX Text

TOTAL VA =

AutoCAD SHX Text

4500

AutoCAD SHX Text


AutoCAD SHX Text

(10 kVA @ 100%) X1 - X-RAY ( 50%)

AutoCAD SHX Text

TOTAL =

AutoCAD SHX Text

4500

AutoCAD SHX Text

12

AutoCAD SHX Text

TOTAL AMPS =

AutoCAD SHX Text

12

AutoCAD SHX Text

K - KITCHEN ( 65%)

AutoCAD SHX Text

LINCOLN E.S.

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

212.163

AutoCAD SHX Text

VOLTS

AutoCAD SHX Text

120/208

AutoCAD SHX Text

PANELBOARD

AutoCAD SHX Text

MPA1

AutoCAD SHX Text

MAIN

AutoCAD SHX Text

300A

AutoCAD SHX Text

PHASE

AutoCAD SHX Text

3PH, 4W

AutoCAD SHX Text

BUS

AutoCAD SHX Text

400A

AutoCAD SHX Text

MTG

AutoCAD SHX Text

SURFACE

AutoCAD SHX Text

LOCATION

AutoCAD SHX Text

ELECTRICAL ROOM 103

AutoCAD SHX Text

<-- LOAD (VA) -->

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

<-- LOAD (VA) -->

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

OUTLET

AutoCAD SHX Text

CKT

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

CKT

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE

AutoCAD SHX Text

BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

1

AutoCAD SHX Text

4248

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

50/3

AutoCAD SHX Text

1

AutoCAD SHX Text

AC-1 35.4 MCA

AutoCAD SHX Text

A

AutoCAD SHX Text

2

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

40/3

AutoCAD SHX Text

1

AutoCAD SHX Text

AC-4 25.7 MCA

AutoCAD SHX Text

3

AutoCAD SHX Text

-----

AutoCAD SHX Text

4248

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

B

AutoCAD SHX Text

4

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

5

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

4248

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

C

AutoCAD SHX Text

6

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

7

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

40/3

AutoCAD SHX Text

1

AutoCAD SHX Text

AC-2 25.7 MCA

AutoCAD SHX Text

A

AutoCAD SHX Text

8

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

40/3

AutoCAD SHX Text

1

AutoCAD SHX Text

AC-5 25.7 MCA

AutoCAD SHX Text

9

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

B

AutoCAD SHX Text

10

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

11

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

C

AutoCAD SHX Text

12

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

13

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

40/3

AutoCAD SHX Text

1

AutoCAD SHX Text

AC-3 25.7 MCA

AutoCAD SHX Text

A

AutoCAD SHX Text

14

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

40/3

AutoCAD SHX Text

1

AutoCAD SHX Text

AC-6 25.7 MCA

AutoCAD SHX Text

15

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

B

AutoCAD SHX Text

16

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

17

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

C

AutoCAD SHX Text

18

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

3084

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

19

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

20

AutoCAD SHX Text

4080

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

50/2

AutoCAD SHX Text

1

AutoCAD SHX Text

WATER HEATER 34 AMPS

AutoCAD SHX Text

21

AutoCAD SHX Text

-----

AutoCAD SHX Text

720

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

4

AutoCAD SHX Text

ROOF REC.

AutoCAD SHX Text

B

AutoCAD SHX Text

22

AutoCAD SHX Text

-----

AutoCAD SHX Text

4080

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

23

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

564

AutoCAD SHX Text

M1

AutoCAD SHX Text

20/2

AutoCAD SHX Text

1

AutoCAD SHX Text

EF-1 1/6 HP

AutoCAD SHX Text

C

AutoCAD SHX Text

24

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

4080

AutoCAD SHX Text

G

AutoCAD SHX Text

50/2

AutoCAD SHX Text

1

AutoCAD SHX Text

WATER HEATER 34 AMPS

AutoCAD SHX Text

25

AutoCAD SHX Text

564

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

A

AutoCAD SHX Text

26

AutoCAD SHX Text

4080

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

27

AutoCAD SHX Text

-----

AutoCAD SHX Text

400

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

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20/1

AutoCAD SHX Text

2

AutoCAD SHX Text

SAC-1 1 MCA (INDOOR) & REC.

AutoCAD SHX Text

B

AutoCAD SHX Text

28

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

29

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

156

AutoCAD SHX Text

M1

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20/1

AutoCAD SHX Text

2

AutoCAD SHX Text

EF-2 & EF-3

AutoCAD SHX Text

C

AutoCAD SHX Text

30

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

31

AutoCAD SHX Text

1080

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-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

20/2

AutoCAD SHX Text

1

AutoCAD SHX Text

SAC-1 12 MCA (OUTDOOR)

AutoCAD SHX Text

A

AutoCAD SHX Text

32

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

33

AutoCAD SHX Text

-----

AutoCAD SHX Text

1080

AutoCAD SHX Text

-----

AutoCAD SHX Text

M1

AutoCAD SHX Text

--

AutoCAD SHX Text

-

AutoCAD SHX Text

---

AutoCAD SHX Text

B

AutoCAD SHX Text

34

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

35

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

36

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

37

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

A

AutoCAD SHX Text

38

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

39

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

B

AutoCAD SHX Text

40

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

41

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

C

AutoCAD SHX Text

42

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

PROVISION

AutoCAD SHX Text

CONNECTED:

AutoCAD SHX Text

L.C.L. @ 125% =

AutoCAD SHX Text

78560

AutoCAD SHX Text

LOAD TYPE:

AutoCAD SHX Text

VA

AutoCAD SHX Text

AMPS

AutoCAD SHX Text

RECEPT. ( > 10 kVA @ 50%) =

AutoCAD SHX Text

720

AutoCAD SHX Text

PHASE A =

AutoCAD SHX Text

29472

AutoCAD SHX Text

246

AutoCAD SHX Text

KITCHEN @ 65% =

AutoCAD SHX Text


AutoCAD SHX Text

PHASE B =

AutoCAD SHX Text

25948

AutoCAD SHX Text

216

AutoCAD SHX Text

OTHER LOAD @ 100% =

AutoCAD SHX Text

16320

AutoCAD SHX Text

L - L.C.L. (125%) M1 - MOTOR (125%)

AutoCAD SHX Text

PHASE C =

AutoCAD SHX Text

24468

AutoCAD SHX Text

204

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TOTAL VA =

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95600

AutoCAD SHX Text


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(10 kVA @ 100%) X1 - X-RAY ( 50%)

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TOTAL =

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79888

AutoCAD SHX Text

222

AutoCAD SHX Text

TOTAL AMPS =

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265

AutoCAD SHX Text

K - KITCHEN ( 65%)

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2

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ADDENDUM NO.2

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Nov.06,2015

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2

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LINCOLN ELEMENTARY SCOOL

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PROJECT NO.

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212.163

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VOLTS

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120/208

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PANELBOARD

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LPA1

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MAIN

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L.O.

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PHASE

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3PH, 4W

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BUS

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225A

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MTG

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SURFACE

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LOCATION

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ELECTRICAL ROOM 103

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<-- LOAD (VA) -->

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LOAD

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OUTLET

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<-- LOAD (VA) -->

AutoCAD SHX Text

LOAD

AutoCAD SHX Text

OUTLET

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CKT

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A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

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TYPE

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BKR

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QUAN

AutoCAD SHX Text

DESCRIPTION

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CKT

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

C

AutoCAD SHX Text

TYPE

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BKR

AutoCAD SHX Text

QUAN

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

1

AutoCAD SHX Text

1248

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

CLASSROOM LTG

AutoCAD SHX Text

A

AutoCAD SHX Text

2

AutoCAD SHX Text

500

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

LC

AutoCAD SHX Text

3

AutoCAD SHX Text

-----

AutoCAD SHX Text

1248

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

CLASSROOM LTG

AutoCAD SHX Text

B

AutoCAD SHX Text

4

AutoCAD SHX Text

-----

AutoCAD SHX Text

500

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

*

AutoCAD SHX Text

XRA

AutoCAD SHX Text

5

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1248

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

CLASSROOM LTG

AutoCAD SHX Text

C

AutoCAD SHX Text

6

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

500

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

10A

AutoCAD SHX Text

7

AutoCAD SHX Text

1248

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

CLASSROOM LTG

AutoCAD SHX Text

A

AutoCAD SHX Text

8

AutoCAD SHX Text

500

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

CLA

AutoCAD SHX Text

9

AutoCAD SHX Text

-----

AutoCAD SHX Text

1248

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

CLASSROOM LTG

AutoCAD SHX Text

B

AutoCAD SHX Text

10

AutoCAD SHX Text

-----

AutoCAD SHX Text

500

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

TCBA

AutoCAD SHX Text

11

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

1248

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

CLASSROOM LTG

AutoCAD SHX Text

C

AutoCAD SHX Text

12

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

500

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

TBA

AutoCAD SHX Text

13

AutoCAD SHX Text

240

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

8

AutoCAD SHX Text

X2-EXTERIOR CANOPY

AutoCAD SHX Text

A

AutoCAD SHX Text

14

AutoCAD SHX Text

500

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

IDFA

AutoCAD SHX Text

15

AutoCAD SHX Text

-----

AutoCAD SHX Text

324

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

6

AutoCAD SHX Text

X2-EXTERIOR WALL

AutoCAD SHX Text

B

AutoCAD SHX Text

16

AutoCAD SHX Text

-----

AutoCAD SHX Text

500

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

IDFA

AutoCAD SHX Text

17

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

287

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

7

AutoCAD SHX Text

ELECT./STORAGE RM LTG

AutoCAD SHX Text

C

AutoCAD SHX Text

18

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

500

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

IDFA

AutoCAD SHX Text

19

AutoCAD SHX Text

779

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

19

AutoCAD SHX Text

RR/STORAGE LTG

AutoCAD SHX Text

A

AutoCAD SHX Text

20

AutoCAD SHX Text

500

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

IDFA

AutoCAD SHX Text

21

AutoCAD SHX Text

-----

AutoCAD SHX Text

246

AutoCAD SHX Text

-----

AutoCAD SHX Text

L

AutoCAD SHX Text

20/1

AutoCAD SHX Text

6

AutoCAD SHX Text

RR/STORAGE LTG

AutoCAD SHX Text

B

AutoCAD SHX Text

22

AutoCAD SHX Text

-----

AutoCAD SHX Text

540

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

EXT. RECEPTS/ELECT/STORAGE

AutoCAD SHX Text

23

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

540

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

RR/STORAGE RECEPTS

AutoCAD SHX Text

C

AutoCAD SHX Text

24

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

540

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

EXT. RECEPTS/ELECT/STORAGE

AutoCAD SHX Text

25

AutoCAD SHX Text

540

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

RR/STORAGE LTG

AutoCAD SHX Text

A

AutoCAD SHX Text

26

AutoCAD SHX Text

720

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

4

AutoCAD SHX Text

EXT. RECEPTS/IDF/STORAGE

AutoCAD SHX Text

27

AutoCAD SHX Text

-----

AutoCAD SHX Text

100

AutoCAD SHX Text

-----

AutoCAD SHX Text

G

AutoCAD SHX Text

20/1

AutoCAD SHX Text

1

AutoCAD SHX Text

*

AutoCAD SHX Text

SMOKE FIRE DAMPER

AutoCAD SHX Text

B

AutoCAD SHX Text

28

AutoCAD SHX Text

-----

AutoCAD SHX Text

540

AutoCAD SHX Text

-----

AutoCAD SHX Text

R

AutoCAD SHX Text

20/1

AutoCAD SHX Text

3

AutoCAD SHX Text

EXT. RECEPTS/IDF/STORAGE

AutoCAD SHX Text

29

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

3000

AutoCAD SHX Text

L

AutoCAD SHX Text

30/1

AutoCAD SHX Text

1

AutoCAD SHX Text

EMA

AutoCAD SHX Text

C

AutoCAD SHX Text

30

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

31

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

32

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

33

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

34

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

35

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

36

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

37

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

A

AutoCAD SHX Text

38

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

39

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

B

AutoCAD SHX Text

40

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

41

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

C

AutoCAD SHX Text

42

AutoCAD SHX Text

-----

AutoCAD SHX Text

-----

AutoCAD SHX Text

20/1

AutoCAD SHX Text

SPARE

AutoCAD SHX Text

CONNECTED:

AutoCAD SHX Text

L.C.L. @ 125% =

AutoCAD SHX Text

15455

AutoCAD SHX Text

LOAD TYPE:

AutoCAD SHX Text

VA

AutoCAD SHX Text

AMPS

AutoCAD SHX Text

RECEPT. ( > 10 kVA @ 50%) =

AutoCAD SHX Text

3420

AutoCAD SHX Text

PHASE A =

AutoCAD SHX Text

6775

AutoCAD SHX Text

56

AutoCAD SHX Text

KITCHEN @ 65% =

AutoCAD SHX Text


AutoCAD SHX Text

PHASE B =

AutoCAD SHX Text

5746

AutoCAD SHX Text

48

AutoCAD SHX Text

OTHER LOAD @ 100% =

AutoCAD SHX Text

5100

AutoCAD SHX Text

L - L.C.L. (125%) M1 - MOTOR (125%)

AutoCAD SHX Text

PHASE C =

AutoCAD SHX Text

8363

AutoCAD SHX Text

70

AutoCAD SHX Text

TOTAL VA =

AutoCAD SHX Text

23975

AutoCAD SHX Text


AutoCAD SHX Text

(10 kVA @ 100%) X1 - X-RAY ( 50%)

AutoCAD SHX Text

TOTAL =

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20884

AutoCAD SHX Text

58

AutoCAD SHX Text

TOTAL AMPS =

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67

AutoCAD SHX Text

K - KITCHEN ( 65%)

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* PROVIDE WITH CIRCUIT BREAKER LOCK ON DEVICE, RED IN COLOR.