ADDENDUM No.05 for DISTRICT SERVICE FACILITY RENOVATION ... · District Service Facility Renovation...

Saint Paul Public Schools 00 00 15-1 TKDA Project No.12800.146 District Service Facility Renovation Addendum No.05 SPPS Project No.4000-16-06

SAINT PAUL, MINNESOTA

March 20, 2020

ADDENDUM No.05 for

DISTRICT SERVICE FACILITY RENOVATION SAINT PAUL PUBLIC SCHOOLS SPPS PROJECT No.4000-16-01 TKDA PROJECT No.12800.146

The following interpretations, clarifications, supplements, and changes shall be made to the Bidding & Contract Documents dated February 20, 2020 and Addendum No.01 dated February 21, 2020, Addendum No.02 dated March 18, 2020, and Addendum No.03 dated March 17, 2020, Addendum No. 4 dated March 19, 2020 for the referenced project. Please attach this Addendum to the Project Manual in your possession.

The bid date of April 2, 2020 at 2:00pm remains the same.

A. CHANGES TO PROJECT MANUAL 1. Specification Section 04 20 00 UNIT MASONRY reissued. REPLACE in its entirety with

attached to this addendum.

2. Specification Section 07 25 01 WEATHER BARRIERS at 2.01 add the following: “WR Meadows AIR-SHIELD SMP www.wrmeadows.com”

3. Specification Section 07 42 00 METAL WALL PANELS at 2.01 A add the following: “Firestone Flush Panel and Reveal Panel www.firestonebpco.com”

4. Specification Section 07 51 00 BUILT UP ROOFING reissued. REPLACE in its entirety with attached this addendum.

5. Specification Section 07 95 00 EXPANSION JOINT COVERS AND ASSEMBLIES reissued. REPLACE in its entirety with attached to this addendum.

6. Specification Section 08 80 00 GLAZING reissued. REPLACE in its entirety with attached to this addendum.

7. Specification Section 10 22 39 FOLDING PANEL PARTITIONS at 2.02, A. add the following: “Moderco 842 Series www.moderco.com”

8. Specification Section 10 26 00 WALL AND CORNER PROTECTION reissued. REPLACE in its entirety with attached to this addendum.

B. CHANGES TO THE DRAWINGS

1. S100D a. Added loading dock masonry wall.

2. S511 a. Added masonry wall details.

3. E121B a. Revise floor boxes in open office, revise circuiting

4. E221B a. Revise poke-thrus in open office, revise circuiting

5. E300 a. Revise RTU-RF and RTU-1SF to RTU-1, change to single point connection

Saint Paul Public Schools 00 00 11-2 TKDA Project No.12800.146 Kitchen Boiler & Equipment Replacement Addendum No.01 SPPS Project No.4000-19-02

6. E400 a. Revise RTU-1RF and RTU-1SF to RTU-1, change to single point connection.

7. E600 a. Revision to Light Fixture Schedule b. Revision to Lighting Control Matrix

8. E611 a. Revision to 1HDP2 – Change in response to RTU-1 as single point connection

9. E614 a. Revisions to schedules

i. 1LP5 ii. 2LP1A iii. 2LP1C

ADDENDUM ACKNOWLEDGEMENT

1. This Addendum of 2 pages plus its attachments as noted herein shall be acknowledged in the appropriate location on the Bid Form. Failure to acknowledge this Addendum may disqualify your Bid.

END OF ADDENDUM


SECTION 04 20 00

UNIT MASONRY PART 1 - GENERAL

1.01 RELATED DOCUMENTS. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. This Section includes unit masonry assemblies consisting of the following:

1. Concrete masonry units (CMUs). 2. Face brick. 3. Mortar and grout. 4. Reinforcing steel. 5. Masonry joint reinforcement. 6. Ties and anchors. 7. Embedded flashing. 8. Miscellaneous masonry accessories. 9. Masonry-cell insulation. 10. Cavity-wall insulation.

B. Related Sections include the following:

1. Division 03 Section “Reinforcing Steel” 2. Division 03 Section “Architectural Precast Concrete” for precast concrete items,

including precast sills. 3. Division 07 Section “Flashing and Sheet Metal” 4. Division 07 Section “Joint Sealants” for sealing control & expansion joints in unit

masonry. 5. Division 32 Section “Unit Masonry Retaining Units” for site retaining walls.

C. Products Installed, but not furnished, under this Section include the following:

1. Steel lintels and relief/shelf angles for unit masonry, furnished under Division 05 Section “Metal Fabrications.”

2. Manufactured reglets in masonry joints for metal flashing, furnished under Division 07 Section “Sheet Metal Flashing.”

D. Allowances. The following are included under the allowances indicated as specified in Division 01 Section “Allowances.” Transportation, tax and installation shall be in base bid, not in the allowance.

1. Modular/Standard Face Brick. Provide $650 per thousand bricks, as an allowance. 2. Utility/Jumbo Brick. Provide $1100 per thousand bricks, as an allowance.

1.03 SUBMITTALS

A. Product Data. For each type of product indicated.

B. Shop Drawings. For the following:

1. Reinforcing Steel. Detail bending and placement of unit masonry reinforcing bars. Comply with ACI 315, “Details and Detailing of Concrete Reinforcement.”

C. Samples for Initial Selection. For the following:


1. Decorative concrete masonry units, in the form of small-scale units. 2. Face brick, in the form of straps of five or more bricks. 3. Colored mortar. 4. Weep holes/vents.

D. Qualification Data for testing agency.

E. Material Test Data and Mix Designs for cast stone units shall be submitted.

F. Mix Designs for each type of mortar and grout. Include description of type and proportions of ingredients.

1. Include test reports, per ASTM C 780, for mortar mixes required to comply with property specification.

2. Include test reports, per ASTM C 1019, for grout mixes required to comply with compressive strength requirement.

1.04 QUALITY ASSURANCE

A. Testing Agency Qualifications. An independent agency qualified according to ASTM C 1093 for testing indicated, as documented according to ASTM E 548.

B. Source Limitations for Masonry Units. Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required.

C. Source Limitations for Mortar Materials. Obtain mortar ingredients of a uniform quality, including color for exposed masonry, from a single manufacturer for each cementitious component and from one source or producer for each aggregate.

D. Preconstruction Testing Service. Owner will engage Stork/Twin Cities Testing to perform preconstruction testing indicated below. Payment for these services will be made from the Testing and Inspecting Allowance; Retesting of materials that fail to meet specified requirements shall be done at the Contractor's expense.

1. Concrete Masonry Unit Test for each type of unit required, per ASTM C 140. 2. Mortar Test (Property Specification) for each mix required, per ASTM C 780. 3. Grout Test (Compressive Strength) for each mix required, per ASTM C 1019.

E. Mockup. Build mockup to verify selections made under sample submittals, to demonstrate aesthetic effects, and set quality standards for materials and execution.

1. Build mockup of typical wall area as shown on Drawings. 2. If not shown on Drawings, build mockup for a typical exterior wall in sizes

approximately 48” long x 48” high by full thickness, including rockfaced CMU, cast stone, face brick and backup wythes and accessories.

a. Include a sealant-filled joint at least 16 inches long in exterior wall mockup. b. Include metal studs, sheathing, veneer anchors, flashing, and weep holes in

exterior masonry-veneer wall mockup.

3. Clean one-half of exposed faces of mockups with masonry cleaner as indicated. 4. Protect accepted mockups from the elements with weather-resistant membrane. 5. Approval of mockups is for color, texture, and blending of masonry units; relationship

of mortar and sealant colors to masonry unit colors; tooling of joints; and aesthetic qualities of workmanship.

6. Approved mockups may become part of the completed Work if accepted by Architect/Engineer in writing.


1.05 DELIVERY, STORAGE, AND HANDLING

A. Store Masonry Units on elevated platforms in a dry location. If units are not stored in an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. Stacks of non-covered block may be rejected by the Architect/Engineer and not allowed to be used in the Work. If units become wet, do not install until they are dry.

B. Deliver Preblended, dry mortar mix in moisture-resistant containers designed for lifting and emptying into dispensing silo. Store preblended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a metal dispensing silo with weatherproof cover.

C. Store Masonry Accessories, including metal items, to prevent corrosion and accumulation of dirt and oil.

1.06 PROJECT CONDITIONS

A. Protection of Masonry. During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress.

1. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. If in a heated ‘tent’ tape all seams to maintain optimum temperature.

2. Where one wythe of multi-wythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches down face next to unconstructed wythe and hold cover in place.

B. Do Not Apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least three days after building masonry walls or columns.

C. Stain Prevention. Prevent grout, mortar, and soil from staining the face of masonry to be left exposed or painted. Immediately remove grout, mortar, and soil that come in contact with such masonry.

1. Protect base of walls from rain-splashed mud and from mortar splatter by spreading coverings on ground and over wall surface.

2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window and door frames, as well as similar products with painted

and integral finishes, from mortar droppings. 4. Turn scaffold boards near the wall on edge and wire to hold in-place at the end of each

day to prevent rain from splashing mortar and dirt onto completed masonry.

D. Cold-Weather Requirements. Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.

1. Cold-Weather Cleaning. Use liquid cleaning methods only when air temperature is 40 deg F and above and will remain so until masonry has dried, but not less than seven days after completing cleaning.

E. Hot-Weather Requirements. Comply with hot-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.


PART 2 - PRODUCTS

2.01 MASONRY UNITS, GENERAL

A. Defective Units. Referenced masonry unit standards may allow a certain percentage of units to exceed tolerances and to contain chips, cracks, or other defects exceeding limits stated in the standard. Do not uses units where such defects, including dimensions that vary from specified dimensions by more than stated tolerances, will be exposed in the completed Work or will impair the quality of completed masonry.

2.02 CONCRETE MASONRY UNITS (CMUs)

A. CONCRETE BLOCK MANUFACTURERS. Provide products from manufacturers as specified. If no manufacturers are specified, provide products that meet both the aesthetic and specifications noted.

1. Amcon Block and Precast, St. Cloud, MN 2. Anchor Block, Minnetonka, MN 3. County Materials Corp., Roberts, WI

B. Concrete Masonry Units. ASTM C 90.

1. Weight Classification. Normal weight, unless otherwise indicated. 2. Sizes (Widths). As shown on Drawings. 3. Net Area Compressive Strength of individual units shall be sufficient to produce

masonry with a minimum assembly strength of f’m = 2000 psi when used with the specified type of mortar in accordance with ACI 530.1 Table 2, unless otherwise noted on the Drawings.

4. Fire Rating. Provide blocks suitable for construction of rated fire walls as shown and/or as required.

5. Exposed Faces. Provide color and texture matching the range represented by Architect's sample.

C. Shapes. Provide shapes indicated and as follows.

1. Provide special shapes for lintels, corners, jambs, sashes, movement joints, headers, bonding, and other special conditions.

2. Provide 1-inch radius bullnose units for outside corners in interior walls only, unless otherwise indicated.

2.03 BRICK. See allowances in Article 1.02 D.

A. General. Provide shapes indicated and as follows:

1. For ends of sills and caps and for similar applications that would otherwise expose unfinished brick surfaces, provide units without cores or frogs and with exposed surfaces finished.

2. Provide special shapes for applications where stretcher units cannot accommodate special conditions, including those at corners, movement joints, bond beams, sashes, and lintels.

3. Provide special shapes for applications requiring brick of size, form, color, and texture on exposed surfaces that cannot be produced by sawing.

4. Provide special shapes for applications where shapes produced by sawing would result in sawed surfaces being exposed to view.

B. Face Brick. ASTM C 216, Grade SW, Type FBX, most uniform in size or FBS, normal tolerances. FBS “rough” is not acceptable.


a. Belden Ft. Washington Matt Flashed Modular.

2. Initial Rate of Absorption. Less than 30 g/30 sq. in. per minute when tested per ASTM C 67.

3. Efflorescence. Provide brick that has been tested according to ASTM C 67 and is rated "not effloresced."

4. Standard Size (Actual Dimensions). 3-1/2 inches wide x 2-1/4 inches (190 mm) high x 7-5/8 inches long.

5. Provide brick panel to be reviewed by architect on site to match existing masonry.

2.04 MORTAR AND GROUT MATERIALS

A. Cementitious Materials. Provide materials separately or packaged blends of the following:

1. Portland Cement complying with ASTM C 150, Type I or Type III. 2. Hydrated lime complying with ASTM C 207, Type S.

B. Mortar Pigments. Natural & synthetic iron and chromium oxides complying with ASTM 979.

1. Pigments shall not exceed 10 percent of portland cement by weight. 2. Colorant Products

a. Davis Colors; True Tone Mortar Colors. b. Tamms Mortar Color; or equal.

C. Colored Cement Product. Packaged blend made from portland cement and hydrated lime and mortar pigments, all complying with specified requirements, and containing no other ingredients.

1. Formulate blend as required to produce color indicated or, if not indicated, as selected from manufacturer's standard colors.

2. Pigments shall not exceed 10 percent of portland cement by weight. 3. Colored Portland Cement-Lime Mix

a. Holcim (US) Inc.; Rainbow Mortamix Custom Color Cement/Lime. b. Lafarge North America Inc.; Eaglebond. c. Lehigh Cement Company; Lehigh Custom Color Portland/Lime Cement.

D. Aggregate for Mortar. ASTM C 144.

1. For mortar that is exposed to view, use washed aggregate consisting of natural sand or crushed stone.

2. For joints less than 1/4" thick, use aggregate graded with 100% passing the No.16 sieve.

E. Aggregate for Grout. ASTM C 404.

F. Water. Potable.

2.05 MORTAR AND GROUT MIXES

A. General. Do not use admixtures, including pigments, air-entraining agents, accelerators, retarders, water-repellent agents, antifreeze compounds, or other admixtures, unless otherwise indicated.

1. Do not use calcium chloride in mortar or grout. 2. Limit cementitious materials in mortar to portland cement and lime.


B. Mortar for Unit Masonry. Comply with ASTM C 270, Proportion Specification. Provide the following types of mortar for applications stated unless another type is indicated.

1. For masonry below grade or in contact with earth, use Type M or S. 2. For reinforced masonry, use Type S. 3. For exterior, above-grade, unreinforced masonry load-bearing and non-load-bearing

walls and parapet walls; for interior load-bearing walls; for interior non-load-bearing partitions; and for other applications where another type is not indicated, use Type N.

4. For interior unreinforced non-load-bearing partitions, Type O may be used instead of Type N.

C. Pigmented Mortar. Use pigments with other ingredients to produce color required. Do not add pigments to colored cement products.

1. Pigments shall not exceed 10 percent of portland cement by weight. 2. Mix to match Architect's sample.

D. Grout for Unit Masonry. Comply with ASTM C 476.

1. Use grout of type indicated or, if not otherwise indicated, of type (fine or coarse) that will comply with Table 7 in ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and pour height.

2. Provide grout with a slump of 8 to 11 inches (200 to 280 mm) as measured according to ASTM C 143/C 143M.

2.06 REINFORCING STEEL

A. Steel Reinforcing Bars shall be provided under this section and shall conform to applicable requirements in Section 03 20 00.

B. Wire Bar Positioners. Minimum 9 gauge wire unless noted otherwise.

2.07 JOINT REINFORCEMENT

A. General. Provide carbon steel joint reinforcing that conforms to ASTM A 951.

1. Walls exposed to earth and weather and interior walls exposed to a mean relative humidity exceeding 75 percent shall be hot-dip galvanized, in accordance with ASTM A 153, min 1.5 oz per square foot. Both wythes of exterior cavity walls shall be considered exposed to weather.

2. Interior Walls, except those noted above, shall be mill-dip galvanized in accordance with ASTM A 641, min 0.10 oz per square foot.

3. Wire Size for Side Rods and Cross Rods. W1.7 or 0.148-inch diameter. 4. Wire Size for Cross Rods. W1.7 diameter. 5. Wire Size for Veneer Ties. W2.8 diameter. 6. Spacing of Cross Rods, Tabs, & Cross Ties. Not more than 16 inches (407 mm) o.c. 7. Provide in lengths of not less than 10 feet, with prefabricated corner and tee units.

B. Single-Wythe Masonry. Either ladder or truss type with single pair of side rods.

C. Multi-Wythe Masonry. Ladder type with one side rod at each face shell of hollow masonry units more than 4 inches in width, plus one side rod at each wythe of masonry 4 inches or less in width.

D. Cavity Walls. Either ladder or truss type with single pair of side rods and eyes or loops to receive pintle ties at 24 inches o.c., unless otherwise indicated.

1. The eyes or loops shall occur beyond the required insulation thickness, where the


pintles will tightly secure the insulation to the backup wall. 2. At locations that have a cavity that exceeds 4 inches wide (measured from the face of

structural wall to the back of masonry facing), anchors shall be spaced not further than 16 inches vertically and 16 inches horizontally.

2.08 TIES AND ANCHORS

A. Hot-Dip Galvanized, Carbon-Steel Wire. ASTM A 82; with ASTM A 153/A 153M, Class B-2 coating.

B. Materials.

1. Plate, headed, and bent-bar anchors. ASTM A 36/A 36M. 2. Sheet-metal anchors and ties. ASTM A 1008/A 1008M. 3. Wire ties and anchors. ASTM A 82. 4. Headed anchor bolts. ASTM A 307, Grade A.

C. Coatings.

1. Items exposed to earth and weather or exposed to a mean relative humidity exceeding 75 percent shall be hot-dip galvanized, in accordance with ASTM A 153, min 1.5 oz per square foot for wires, and with a class B coating for sheet metal. Both wythes of exterior cavity walls shall be considered exposed to weather.

2. Items not included above shall be mill galvanized in accordance with ASTM A 653 Coating Designation G60 unless otherwise noted.

D. Wire Ties, General. Unless otherwise indicated, size wire ties to extend at least halfway through veneer but with at least 5/8-inch cover on outside face. Outer ends of wires are bent 90 degrees and extend 2 inches parallel to face of veneer.

E. Individual Wire Ties for Multiwythe Walls. Fabricate from 3/16-inch diameter, steel wire in one of the following geometries. Where wythes do not align or are of different materials, use adjustable ties instead.

1. Rectangular units with closed ends and not less than 4 inches wide. 2. Z-shaped ties with ends bent 90 degrees to provide hooks not less than 2 inches long

may be used for masonry constructed from solid units or hollow units laid with cells horizontal.

F. Adjustable Anchors for Connecting to Structural Steel Framing. Provide anchors that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall.

1. Anchor Section for Welding to Steel Frame. Crimped 1/4-inch-diameter, steel wire. 2. Tie Section. Triangular shaped wire tie, sized to extend within 1 inch of masonry face,

made from 3/16-inch diameter steel wire.

G. Adjustable Anchors for Connecting to Concrete. Provide anchors that allow vertical or horizontal adjustment but resist tension & compression forces perpendicular to plane of wall.

1. Anchors for dovetail slots shall be suitable for the slots which are specified in Section 03 10 00. Dovetail anchors shall be 3/16” diameter in standard triangle shape, Hohmann & Barnard “HB-315” or approved equal.

H. Adjustable Masonry-Veneer Anchors. Provide anchors that allow vertical adjustment but resist tension and compression forces perpendicular to plane of wall. Units consisting of a wire tie and a metal anchor section. Provide one of the following anchor systems with corrosion resistant fasteners.


1. Sheet Metal Angle for attachment over sheathing to wood or metal studs:

a. Anchor Section. Rib-stiffened, sheet metal plate, 14 Ga, with screw holes top and bottom, with projecting tabs having slotted holes for inserting vertical legs of wire tie specially formed to fit anchor section.

1) Hohmann & Barnard “HB-213” 2) Wire-Bond's “RJ-711” 3) Or approved equal.

2. Sheet Metal Angle for attachment to cmu backup:

a. Anchor Section. Rib-stiffened, sheet metal plate, 14 Ga, with a single anchor hole with projecting tabs having slotted holes for inserting vertical legs of wire tie specially formed to fit anchor section.

1) Hohmann & Barnard “HB-5213” 2) Or approved equal.

3. Slip-in, Masonry-Veneer Anchors. Units consisting of a wire tie section and an anchor section designed to interlock with metal studs and be slipped into place as sheathing are installed.

a. Wire-Type Anchor. Bent wire anchor section with an eye to receive the wire tie. Wire tie has a vertical leg that slips into the eye of anchor section and allows vertical adjustment. Both sections are made from hot-dip galvanized wire. Provide Hohmann & Barnard's “AA308”. – product not found on HB website

I. Rigid Anchors for Connecting Intersecting Walls. Fabricate from steel bars 1/4 inch thick by 1-1/2 inch wide by 28 inches long including 2 inch long, 90-degree bends at each end to form a U or Z shape.

2.09 EMBEDDED FLASHING MATERIALS

A. Flexible Flashing. For flashing not exposed to the exterior, use one of the following, unless otherwise indicated:

1. EPDM Flashing. Sheet flashing product made from ethylene-propylene-diene terpolymer, complying with ASTM D4637, 0.040-inch thick. Provide stainless steel drip.

a. Carlisle Coatings & Waterproofing; Pre-Kleened EPDM Thru-Wall Flashing. b. Firestone Building Products; FlashGuard. c. Heckmann Building Products Inc.; No. 81 EPDM Thru-Wall Flashing.

2.10 DAMPPROOFING-WATERPROOFING of CMU inside exterior cavity walls.

A. Dampproofing-Waterproofing Materials shall be one of the following sprayed, or brushed-on materials:

1. Sonoshield-Hydrocide 700B, by BASF/Degussa/Sonneborn (VOC: 30 g/L) at the rate of 30 s.f./gal. 1-800-243-6739, as available via Brock-White or others.

2. “BarrierSeal”, by Carlisle Coatings & Waterproofing, Wylie, TX 3. Sto “Gold-Coat”, by Sto Corporation; 4. “DryLok” by ULG, 2 coats; or approved equal.

2.11 PEAL & STICK FLASHINGS AROUND OPENINGS. All window and other openings shall be flashed with ‘peal and stick’ type membrane by one of the following:


A. “Air-Shield” by WR Meadows, Inc.; 40 mil thick, air barrier/ flashing.

B. “Poly-Gard 650” by Polyguard Products, Inc.; 60 mil thick;

C. Or Approved Equal.

2.12 MISCELLANEOUS MASONRY ACCESSORIES

A. Weep/Vent Products. Use the following, unless otherwise indicated:

1. Cellular Plastic Weep/Vent: One-piece, flexible extrusion made from UV-resistant polypropylene copolymer, full height and width of head joint and depth 1/8 inch less than depth of outer wythe, in color selected from manufacturer's standard colors.

a. Product: Subject to compliance with requirements, provide the following:

1) Q-V Quadro-Vent by Hohmann & Barnard Inc., 800.645.0616, www.b-h.com.

2. Cavity Drainage Material. Free-draining mesh, made from polymer strands that will not degrade within the wall cavity.

a. Dayton Superior Corporation, Dur-O-Wal Division; Polytite MortarStop. b. Mortar Net USA, Ltd.; Mortar Net.

2.13 CMU CORE FOAMED-IN INSULATION.

A. Foamed-In-Place. Core-Fill 500 by Tailored Chemical Products, Hickory, NC 800.627.1687.

2.14 CAVITY-WALL INSULATION

A. Expanded-Polystyrene Board Insulation. ASTM C 578, Type II (1.35 lbs/cu.ft.), R=4.17 per inch at 75 deg. F.

B. Adhesive. Type recommended by insulation board manufacturer for application indicated.

2.15 MASONRY CLEANERS. “Sure Klean 600” by Prosoco, Inc.; or approved equal.

2.16 SOURCE QUALITY CONTROL

A. Contractor shall engage a qualified independent testing agency to perform source quality-control testing indicated below:

1. Payment for these services will be made from Testing and Inspecting Allowance. 2. Retesting of materials failing to comply with specified requirements shall be done at

Contractor's expense.

B. Clay Masonry Unit Test. For each type of unit furnished, per ASTM C 67.

C. Concrete Masonry Unit Test. For each type of unit furnished, per ASTM C 140.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine Conditions, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of work.


B. Before Installation, examine rough-in and built-in construction for piping systems to verify actual locations of piping connections. Coordinate Work with all trades requiring imbedding items in masonry.

C. Proceed with Installation only after unsatisfactory conditions have been corrected.

3.02 INSTALLATION, GENERAL

A. Thickness. Build cavity & composite walls and other masonry construction to full thickness shown. Build single-wythe walls to actual widths of masonry units, using units of widths indicated.

B. Build Chases and recesses to accommodate items specified in this and other Sections.

C. Leave Openings for equipment to be installed before completing masonry. After installing equipment, complete masonry to match the construction immediately adjacent to opening.

D. Use Full-Size Units without cutting if possible. If cutting is required to provide a continuous pattern or to fit adjoining construction, cut units with motor-driven saws; provide clean, sharp, unchipped edges. Allow units to dry before laying unless wetting of units is specified. Install cut units with cut surfaces and, where possible, cut edges concealed.

E. Select & Arrange Units for exposed unit masonry to produce a uniform blend of colors and textures.

1. Mix units from several pallets or cubes as they are placed.

F. Comply with construction tolerances in ACI 530.1/ASCE 6/TMS 602 and with the following:

1. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/4 inch in 20 feet.

2. For vertical alignment of exposed head joints, do not vary from plumb by more than 1/4 inch in 10 feet.

3. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary from level by more than 1/4 inch in 20 feet maximum.

3.03 LAYING MASONRY WALLS

A. Lay Out Walls in advance for accurate spacing of surface bond patterns with uniform joint thicknesses and for accurate location of openings, movement-type joints, returns, and offsets. Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at other locations.

B. Bond Pattern for Exposed Masonry. Unless otherwise indicated, lay exposed masonry in running bond; do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

C. Lay Concealed Masonry with all units in a wythe in running bond or bonded by lapping not less than 4 inches. Bond and interlock each course of each wythe at corners. Do not use units with less than nominal 4-inch horizontal face dimensions at corners or jambs.

D. Stopping and Resuming Work. Stop work by racking back units in each course from those in course below; do not tooth. When resuming work, clean masonry surfaces to receive mortar, remove loose masonry units and mortar, and wet brick if required before laying fresh masonry.

E. Built-in Work. As construction progresses, build in items specified in this and other Sections. Fill in solidly with masonry around built-in items.


F. Fill Space between steel frames & masonry solidly with mortar, unless otherwise indicated.

G. Fill Cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams, lintels, posts, and similar items, unless otherwise indicated.

H. Build Non-Load-Bearing Interior Partitions full height of story to underside of solid floor or roof structure above, unless otherwise indicated. Allow for deflection of upper structure as required and fill with compressible filler.

1. Fasten partition top anchors to structure above and build into top of partition. See Drawings for top of wall details.

2. At fire-rated partitions, treat joint between top of partition and underside of structure above to comply with Division 07 Section "Fire-Resistive Joint Systems."

3.04 MORTAR BEDDING AND JOINTING

A. Lay Hollow CMU as follows:

1. With face shells fully bedded in mortar & with head joints of depth equal to bed joints. 2. With webs fully bedded in mortar in all courses of piers, columns, and pilasters. 3. With webs fully bedded in mortar in grouted masonry, including starting course on

footings. 4. With entire units, including areas under cells, fully bedded in mortar at starting course

on footings where cells are not grouted.

B. Lay Solid Masonry Units with completely filled bed and head joints; butter ends with sufficient mortar to fill head joints & shove into place. Do not deeply furrow bed joints or slush head joints.

C. Set Cast-Stone Trim Units in full bed of mortar with full vertical joints. Fill dowel, anchor, and similar holes.

1. Clean soiled surfaces with fiber brush and soap powder & rinse thoroughly with clear water.

2. Allow cleaned surfaces to dry before setting.

D. Tool Exposed Joints slightly concave when thumbprint hard, using a jointer larger than joint thickness, unless otherwise indicated.

E. Cut Joints flush for masonry walls to receive plaster or other direct-applied finishes (other than paint), unless otherwise indicated.

3.05 CAVITY WALLS AND MASONRY VENEERS

A. Ties, General.

1. One-piece metal ties and ladder-type reinforcement which crosses the cavity shall both be restricted to walls where bed joints of both wythes align and the wythes are made of the same material.

2. Stagger ties in alternate courses. 3. Do not bend wall ties after being embedded in grout or mortar.

B. Tie Spacing shall depend on the wall type and style of tie as follows.

1. Multiple structural wythes with one-piece metal ties or ladder-type reinforcement.

a. For W1.7 wires, ties shall be spaced not less than one metal tie for 2.67 sq. ft. of wall area.


b. For W2.8 wires, ties shall be spaced not less than one metal tie for 4.5 sq. ft. of wall area.

c. In no case shall tie spacing exceed 36 inches o.c. horizontally and 24 inches o.c. vertically.

2. Multiple structural wythes with adjustable (two-piece) type reinforcement.

a. Provide one metal tie for each 1.77 sq. ft. of wall area. b. Tie spacing shall not exceed 16 inches horizontal or vertical spacing.

3. Masonry Veneer with either masonry or stud wall backup.

a. For adjustable two-piece anchors with W1.7 wires or 22 gage corrugated sheet-metal anchors, ties shall be spaced not less than one metal tie for 2.67 sq. ft. of wall area.

b. For all other ties, spacing shall be not less than one metal tie for 3.5 sq. ft. of wall area.

c. In no case shall tie spacing exceed 32 inches o.c. horizontally and 25 inches o.c. vertically.

C. At Openings larger than 16 inch in either dimension, provide additional ties within 12 inches of opening and spaced not more than 36 inches apart around perimeter of openings.

D. Masonry Veneers. Anchor masonry veneers to backup wall with masonry-veneer anchors to comply with the following requirements:

1. Fasten Screw-Attached Anchors through sheathing to wall framing or to concrete and masonry backup with metal fasteners of type indicated. Use two fasteners unless anchor design only uses one fastener.

2. Insert Slip-In Anchors in metal studs as sheathing is installed. Provide one anchor at each stud in each horizontal joint between sheathing boards.

3. Locate Anchor Sections to allow maximum vertical differential movement of ties up & down.

E. Keep Cavities Clean of mortar droppings and other materials during construction. Bevel beds away from cavity, to minimize mortar protrusions into cavity. Do not attempt to trowel or remove mortar fins protruding into cavity.

F. Purge Cavity Face of backup wythe in a single coat approximately 3/8 inch thick. Trowel face of parge coat smooth.

G. Dampproofing-Waterproofing on Exterior Wall CMU Cavities, coat cavity face of backup wythe with Damproofing-Waterproofing specified herein under Work of this Section. Coordinate with other flashings and membranes around openings.

H. Peal and Stick Flashings. Install all flashings as shown around openings.

I. Installing Cavity-Wall Insulation. Fit courses of insulation between wall ties and other confining obstructions in cavity, with edges butted tightly both ways.

3.06 ANCHORING MASONRY TO STRUCTURAL MEMBERS. Anchor masonry to structural members where masonry abuts or faces structural members to comply with the following:

A. Provide an Open Space not less than 1/2 inch in width between masonry & structural member, unless otherwise indicated. Keep open space free of mortar & other rigid materials.

B. Anchor Masonry to structural members with anchors embedded in masonry joints and attached to structure.


C. Space Anchors as indicated, but not more than 24 inches o.c. vertically and 36 inches o.c. horizontally.

3.07 MASONRY JOINT REINFORCEMENT

A. General. Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch on exterior side of walls, 1/2 inch elsewhere. Lap reinforcement a minimum of 6 inches.

B. Interrupt Joint Reinforcement at control and expansion joints, unless otherwise indicated.

C. Corners and Special Conditions. Use prefabricated corner and tee units wherever possible. Cut and bend reinforcing units as directed by manufacturer for continuity at offsets, column fireproofing, pipe enclosures, and other special conditions.

D. Vertical Spacing. Install joint reinforcement in every alternate block course joint (every 16 inches in height), unless otherwise indicated.

E. Openings in Unreinforced Masonry. Provide additional joint reinforcement as follows.

1. Install joint reinforcement so that both the first and second joint above and below openings have joint reinforcement, extending a minimum of two feet beyond the jambs of the opening or to the nearest control joint, whichever is less.

2. Where a control joint is located at the end of a steel lintel, install 24 inch long joint reinforcement at the lintel bearing level and the two courses below lintel bearing.

3.08 CONTROL AND EXPANSION JOINTS

A. General. Install control and expansion joint materials in unit masonry as masonry progresses. Do not allow materials to span control and expansion joints without provision to allow for in-plane wall or partition movement.

B. Form Control Joints in concrete masonry as shown on Drawings. If not shown provide as follows:

1. Install temporary foam-plastic filler in head joints and remove filler when unit masonry is complete for application of sealant.

2. Locate joints at a maximum spacing equal to 1.5 times the height of the wall, not to exceed 25 feet, and in accordance with the following:

a. Adjacent to wall corners and intersections within half the distance noted above. b. At changes in wall height or wall thickness. c. At movement joints in floors and foundations.

C. Form Expansion Joints in brick as shown on Drawings. If not shown provide as follows:

1. Form open joint full depth of brick wythe & of width indicated, but not less than 3/8 inch for installation of sealant & backer rod specified in Division 07 Section "Joint Sealants."

2. Locate joints at a maximum spacing of 30 feet on center and at 2’-0” from building corners. Joints in brick shall align with building expansion joints, but do not otherwise need to align with control joints in the backup wall.

D. Provide Horizontal, pressure-relieving joints by either leaving an air space or inserting a compressible filler of width required for installing sealant and backer rod specified in Division 07 Section "Joint Sealants," but not less than 3/8 inch.

1. Locate horizontal, pressure-relieving joint, if used, as shown on Drawings.


3.09 LINTELS

A. Install Steel Lintels where indicated.

B. Provide Masonry Lintels where shown and where openings of more than 12 inches for brick-size units and 24 inches for block-size units are shown without structural steel or other supporting lintels. Provide minimum of two #4 bars in lintel unless noted otherwise, extending minimum 2’-0” beyond edge of opening.

C. Provide Minimum Bearing as shown on Drawings except bearing shall be a minimum of 8 inches at each jamb.

3.10 FLASHING, WEEPS, CAVITY DRAINAGE, AND VENTS

A. Install Flashing as follows, unless otherwise indicated:

1. Prepare masonry surfaces so they are smooth and free from projections that could puncture flashing. Where flashing is within mortar joint, place through-wall flashing on sloping bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as recommended by flashing manufacturer.

2. At multiwythe masonry walls, including cavity walls, extend flashing through outer wythe, turned up a minimum of 8 inches and 1-1/2 inches into the inner wythe. Form 1/4-inch hook in edge of flashing embedded in inner wythe.

3. At masonry-veneer walls, extend flashing through veneer, across air space behind veneer, and up face of sheathing at least 8 inches with upper edge tucked under building paper or building wrap, lapping at least 4 inches.

4. At lintels and shelf angles, extend flashing a minimum of 6 inches into masonry at each end to prevent water from flowing into cavities. At heads and sills, extend flashing 6 inches at ends and turn up not less than 2 inches to form end dams to prevent water from flowing into cavities.

5. Cut flexible flashing off flush with face of wall after masonry wall construction is completed.

B. Install Reglets and nailers for flashing and other related construction where they are shown to be built into masonry.

C. Install Cellular Plastic Weeps in head joints in exterior wythes of first course of masonry immediately above embedded flashing and as follows:

1. Use specified weep/vent products to form weep holes. 2. Install weeps flush with outside face of brick.. 3. Space weeps 24 inches o.c., unless otherwise indicated.

3.11 REINFORCED UNIT MASONRY INSTALLATION

A. Temporary Formwork and Shores. Construct formwork and shores as needed to support reinforced masonry elements during construction.

1. Construct formwork to provide shape, line, and dimensions of completed masonry as indicated. Make forms sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support forms to maintain position and shape during construction and curing of reinforced masonry.

2. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and other temporary loads that may be placed on them during construction.

B. Placing Reinforcement. Comply with requirements in ACI 530.1 and the following.


1. Prior to grouting, secure reinforcing against displacement using wire positioners. Spacing of positioners shall not exceed height of lift or 6’-0”, whichever is less.

2. Maintain clear distance between reinforcing bars and any face of masonry unit or formed surface of at least 1/4 inch for fine grout, and 1/2 inch for coarse grout.

3. Locate reinforcing in walls within 1/2 inch of specified locations measured from face of masonry. For columns, see ACI 530.1.

4. Locate reinforcing within 2-in of the specified location along the length of the wall.

C. Location of Reinforcement. Place bars in center of cell unless noted otherwise. Locate reinforcement as indicated on Drawings, but not less than the following.

1. Within 8” of each side of control and expansion joints. 2. Within 8” of the ends of walls. 3. For openings at least 16 inches tall and wide, place within 16 inches of each side of

opening. The number of jamb bars shall be such that the total number of continuous vertical bars is not less than would be required if there were no opening.

4. For openings less than 16 inches in either horizontal or vertical direction, reinforcing does not need to be provided adjacent to the opening unless the opening interrupts typical reinforcing.

D. Grouting. Grout all cells containing reinforcing bars and as indicated on the Drawings. At embedded anchors and areas which require post-installed anchors, grout all cells within a width equal to at least 2 times the embedded depth of the anchors. Confine grout to these areas by fully bedding webs in mortar and use of materials which permit bond between masonry units and mortar.

1. Do not place grout until entire height of masonry to be grouted has attained enough strength to resist grout pressure.

2. Comply with requirements in ACI 530.1 Table 7 for grout placement, including minimum grout space and maximum pour height.

3. A grout pour may consist of several incremental grout lifts. Limit height of grout lifts to not more than 60 inches, except that lifts up to 12’-8” may be made if all the following conditions are met (items a – c are from ACI 530.1).

a. The masonry has cured for at least 4 hours. b. The grout slump is maintained between 10 and 11 inches. c. No intermediate reinforced bond beams are placed between the top and the

bottom of the pour height. d. Bar positioners are used at a maximum spacing of 6’-0” o.c.

4. When the total grout pour height exceeds 60 inches, construct cleanouts in the bottom course of the grout pour at each grouted core, or at 32 inches o.c. for solid grouted masonry. Cleanouts shall be at least 3 inches wide and high. After cleaning, close cleanouts with closures braced to resist grout pressure.

5. Form grout keys between pours by stopping each pour a minimum of 1-1/2 inches below a mortar joint. Do not form grout keys within beams or below closed bottom units.

6. Consolidate grout pours by mechanical vibration, and reconsolidate after initial water loss and settlement has occurred.

3.12 FIELD QUALITY CONTROL

A. Testing Agency. Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections indicated below and prepare test reports:

1. Payment for these services will be made from Testing and Inspecting Allowance. 2. Retesting of materials failing to comply with specified requirements shall be done at

Contractor expense.


B. Testing Frequency. One set of tests for each 5000 sq. ft. of wall area or portion thereof.

C. Clay Masonry Unit Test. For each type of unit provided, per ASTM C 67.

D. Concrete Masonry Unit Test. For each type of unit provided, per ASTM C 140.

E. Mortar Test (Property Specification). For each mix provided, per ASTM C 780. Test mortar for mortar air content and compressive strength.

F. Grout Test (Compressive Strength). For each mix provided, per ASTM C 1019.

3.13 REPAIRING, POINTING, AND CLEANING

A. Remove and Replace masonry units that are loose, chipped, broken, stained, or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar, pointed to eliminate evidence of replacement.

B. Pointing. During the tooling of joints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including corners, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant application, where indicated.

C. In-Progress Cleaning. Clean unit masonry as work progresses by dry brushing to remove mortar fins and smears before tooling joints.

D. Final Cleaning. After mortar is thoroughly set and cured, clean exposed masonry as follows:

1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes or chisels.

2. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for comparison purposes. Obtain Architect approval of sample cleaning before proceeding with cleaning of masonry.

3. Protect adjacent stone and non-masonry surfaces from contact with cleaner by covering them with liquid strippable masking agent or polyethylene film and waterproof masking tape.

4. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's written instructions.

5. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to type of stain on exposed surfaces.

3.14 MASONRY WASTE DISPOSAL

A. Salvageable Materials. Unless otherwise indicated, excess masonry materials are Contractor's property. At completion of unit masonry work, remove from Project site.

B. Waste Disposal as Fill Material. Dispose of clean masonry waste, including excess or soil-contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill material as fill is placed.

1. Crush masonry waste to less than 4 inches in each dimension. 2. Mix masonry waste with at least two parts of specified fill material for each part of

masonry waste. Fill material is specified in Division 31 Section "Earthwork." 3. Do not dispose of masonry waste as fill within 18 inches of finished grade.

C. Excess Masonry Waste. Remove excess clean masonry waste that cannot be used as fill, as described above, and other masonry waste, and legally dispose of off Owner's property.

END OF SECTION

Saint Paul Public Schools 07 51 00-1 TKDA Project No.12800.146 District Service Facility Addendum No.05 SPPS Project No.4000-16-01

SECTION 07 51 00

BUILT-UP ROOFING (BUR) AND ROOF INSULATION PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes Removal of existing roofing complete to deck and furnishing and installing roof insulation, built-up roofing, and ModBit type flashings, as shown and specified. Roof decks are steel Also include flashing roof perimeter, roof penetrations and metal reinforcing at roof drains under this Section.

1. Note: See plans for where BUR is to be installed. Other areas may have different roof systems.

B. Material Furnished Under Other Sections, But Installed Hereunder.

1. Rough Carpentry: Section 06 10 53 06 10 00 2. Install batt insulation for stuffing around curbs and insulating expansion joints as specified

to be furnished under Section 07 21 26. 3. Flashing and Sheet Metal: Section 07 60 00 4. Sealants: Section 07 92 00

C. Related Sections. Except for the metal reinforcing at roof drains, sheet metal work is specified in Section 07 61 13, but shall be the responsibility of the roofing applicator. Wood nailers, wood cant strips, and blocking are specified in Section 06 10 53 06 10 00, but shall be the responsibility of the roofing applicator.

D. Alternates. See Section 01 23 00 and the Bid Form for alternate bids required which may affect work under this Section.

1.02 REFERENCES

A. American Society for Testing and Materials (ASTM)

1. B370 Specification for Copper Sheet and Strip for Building Construction 2. B749) Specification for Lead and Lead Alloy Strip, Sheet, and Plate Products 3. C208-12 Standard Specification for Cellulosic Fiber Insulating Board 4. C578 Specification for Preformed, Cellular Polystyrene Thermal Insulation 5. C1289 Specification for Polyisocyanurate Insulation (see also specific requirements

in addition, herein) 6. C728-15 Standard Specification for Perlite Thermal Insulation Board 7. D41 Specification for Asphalt Primer Used in Roofing, Dampproofing, and

Waterproofing 8. D226 Specification of Asphalt-Saturated Organic Felt Used in Roofing &

Waterproofing 9. D312 Specification for Asphalt Used in Roofing 10. D1668 Standard Specification for Glass Fabrics (Woven and Treated) for Roofing and

Waterproofing 11. D1863 Specification for Mineral Aggregate Used on Built-Up Roofs 12. D2178 Specification for Asphalt Glass (Felt) Used in Roofing and Waterproofing 13. D2170 Test Method for Kinematic Viscosity of Asphalts (Bitumen) 14. D 6221 "Standard Specification for Reinforced Bituminous Flashing Sheets for

Roofing and Waterproofing," 15. D 5147 Standard Test Methods for Sampling & Testing Modified Bituminous Sheet

Materials. 16. 1D3617 Standard Practice for Sampling & Analysis of New Built-Up Roof Membranes


B. Factory Mutual Engineering Corp. (FM)

1. DS 1-28 Loss Prevention Data Sheet 1-28, Insulated Steel Deck 2. DS 1-48 Loss Prevention Data Sheet 1-48, Concrete Decks

C. National Roofing Contractor Association (NRCA)

1. RWM Roofing and Waterproofing Manual, Fourth Edition, latest edition

D. Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA)

1. Manual Architectural Sheet Metal Manual, Fifth Edition, 1998

1.03 DEFINITIONS

A. Equiviscous Temperature (EVT) is the temperature at which a viscosity of 75 centipoise is attained when tested in accordance with ASTM D2170.

B. Square. A roofing “square” is equal to 100 square feet.

1.04 SUBMITTALS

A. Shop Drawings of tapered insulation shall be submitted for approval. Drawings shall use the same erection markings as will be provided on the delivered insulation boards and shall indicate proper erection sequence. Maintain at least one copy of the approved shop drawings on the roof while this work is being done.

1. Insulation. In each roofing area, provide thickness/es shown or required to meet the minimum average R-value required. Calculate the average insulation R value for each section of roof and submit the calculation on the shop drawing.

B. Samples of materials to be furnished under this Section shall be submitted for approval. Provide two complete record sets of materials, labeled, and separately boxed.

C. Certifications

1. Material. Submit certifications for each material assuring conformance with applicable ASTM Standards required by this Section.

2. Applicator Qualifications

a. Submit evidence of the roofing manufacturer’s approval of the applicator. b. Submit evidence of successful completion of manufacturer’s training programs for

system proposed. c. Submit evidence of five years successful experience with system proposed.

D. Manufacturer Data. Submit manufacturer’s name and detailed identification of all materials being furnished under this Section.

E. Manufacturer Instructions: Manufacturer instructions for installation for the specific roofing and flashing systems to be furnished under this Section shall be submitted and also shall be maintained at the jobsite while this work is in progress.

Material Inspections: Membrane Samples: Submit testing reports provided on samples taken by an independent testing laboratory for quality of construction and compliance with roofing specifications based on an evaluation of entrapped moisture, felt on felt, quantity of air voids, and presence of harmful foreign materials.


1.05 SYSTEM REQUIREMENTS

A. Fire Resistance Rating, Class A. Provide labeled materials that have been tested and listed by Underwriters’ Laboratories, Inc., in “Building Materials Directory” for application indicated, with “Class A” rated materials/system for roof/s shown.

B. Factory Mutual (FM) Wind-Uplift Rating. The roofing system shall be listed in the “Factory Mutual Approval Guide” for a Class 1A/I-90 uplift ratings. All materials used in the roofing system must be Factory Mutual (FM) approved and must be tested together as part of a complete roofing assembly.

C. Manufacturer’s Technical Representative’s Roof Installation Inspection. Upon completion of the roofing work, the manufacturer’s technical representative shall perform a roof installation inspection to approve the work for warranty. If defects exist, all defects shall be corrected and the roof will be re-inspected. The written report/s of the inspection/s shall be sent to the manufacturer for enforcing the warranty and a copy of the report/s shall be sent to the Owner.


A. All materials shall be delivered with manufacturer’s labels attached and legible.

B. Store felt and insulation off the ground and protected from the weather.

1. Any of these which become wet shall not be used, but shall be removed from the site. 2. Do not store felt and insulation in direct contact with damp concrete slabs. 3. Transport and store all rolled materials standing on end. 4. Rolled materials, which have fallen or been stored on their sides or are oval in shape,

may, at the discretion of the Architect, be rejected. All rejected materials shall be removed from the site, unless specifically directed otherwise by the Architect.

C. Felts that are to be used in cold weather (32oF or colder) shall be stored in a heated space for a sufficiently long time before using so that the felts will be at a temperature of 45oF or warmer when they are unrolled on the roof. Coordinate delivery from the heated storage to provide optimum conditions for installation of the felts.

D. Store vapor barrier materials as recommended by the material manufacturer.

E. Insulation shall be stored in a dry, weathertight building, or stored off the ground, covered with canvas (breathable) tarps and shall be protected against exposure to and absorption of moisture at all times. Any insulation which becomes damp or wet shall be removed from the work and jobsite.

F. Store and handle gravel to prevent inclusion of dirt and/or other foreign materials. Maintain gravel surface-dry until installed.

G. Rooftop storage shall be done to avoid concentrated loading and/or overloading the structure.

H. All adhesives shall be stored at room temperature until just prior to application. Includes Mellennium adhesive.

1.07 PRE-INSTALLATION CONFERENCE

A. Convene one week prior to commencing work of this section, under provisions of Section 01 31 00.


1.08 PROJECT/SITE CONDITIONS

A. Documents. At least one complete set of the Contract Drawings, these Specifications, the approved tapered insulation shop drawings, and the applicable FM Insulation Installation Sheets shall be on the roof and readily accessible to the Contractor’s supervisors and workers while this work is in progress.

B. Existing Roof Tear-off. If the existing roof is to be removed the following requirements apply:

1. The roof shall be removed down to the structural deck.

a. Include roofing, flashings, edge flashings, parapet flashings.

2. All removed material shall be disposed of legally. 3. Remove only as much roof as will be replaced that day.

C. Preparation. Roof decks shall be swept and maintained smooth, clean, dry, and free of dirt, debris, loose, and other objectionable material.

D. Related Work. Confirm that roof drains, parapet scuppers, overflow drains and/or scuppers, and the like, are properly placed and at the correct elevations before starting the work specified in this Section. Confirm that all work which will penetrate the roofing has been installed before this work is started. Consult with the Architect/Engineer in case of any question.

1.09 WARRANTIES

A. Warranty by Installer. The Owner shall be furnished with a written warranty signed by the roofing sub-contractor which shall stipulate that they shall during a period of TWO (2) YEARS after and commencing on the day of acceptance of the project, repair all defects caused by ordinary wear and tear, faulty workmanship or faulty materials, without cost to the Owner, so as to maintain the work water and weathertight. Damage, which may result from lightning, hail, or tornadoes, and/or other damage which is covered by standard property damage insurance policies, will not be considered ordinary wear and tear. Damage which is the result of alterations or activities by others, is not intended to be covered under the required warranty. The warranty shall cover roofing, roof insulation, and flashing materials and labor. Repairs that become necessary during the warranty period shall be made promptly.

The roofing applicator shall, when so requested by the Owner in the first and second years of the warranty period, inspect the roof and shall make promptly such repairs as may be necessary. Cost of this shall be incorporated into the main bid/ cost for the Work.

B. Manufacturer's Warranty. In addition to the installation warranty, the Owner shall be furnished with a 20-year manufacturer's "No Dollar Limit" warranty for defects in the materials used for the Work.

1.10 RECYCLING OF METAL FLASHING. All metal flashing is to be lawfully recycled.

PART 2 - PRODUCTS

2.01 MANUFACTURER. Unless otherwise approved, felts and bituminous materials shall be by or as recommended by a single manufacturer as a roofing system.

A. Acceptable Manufacturer systems are: 1. JohnsManville 4GIG. 2. GAF 1-0-4-G/P5. 3. Firestone C-I-N 4F and S I-N 4F-G.

Equivalent manufacturers approved, in writing, in advance, by the Architect, may be


substituted in accordance with the provisions of the Contract.

2.02 MATERIALS

A. Felt. Asphalt fiberglass felt (for use in roofing membranes and for felt flashings) shall conform to ASTM D2178, Type IV.

B. Asphalt shall conform to ASTM D312, type/s as specified elsewhere in this Section. If type is not specified, provide type in accordance with the usage descriptions in the Appendix included at the end of ASTM D312. Containers shall be marked identifying the product and also showing EVT for each container.

C. Asphalt Primer shall conform to ASTM D41.

D. Slip Sheet: Building paper, 3 lb./100 sq. ft. minimum, rosin sized (Red Rosin paper).

E. Vapor Retarder shall be two layers of mopped fiberglass felt (ASTM D226, Type IV), applied over gypsum sheathing or perlite and set in asphalt. Furnish the manufacturer’s application instructions with the material.

F. Vertical Parapet Vapor Retarder (Noted as waterproofing membrane at back side of parapet and curbs)

1. (SBS) Styrene-Butadiene-Styrene rubber modified, self-adhesive asphalt blend reinforced with 1.8 lb/100 ft glas fiber mat and coated with fine mineral release agent on the top surface and an opaque release file on the bottom surface. Basis of design Basegard SA Base Sheet.

G. Insulation. In each roofing area, provide thickness/es required for a minimum/an average “R” rating the insulations to be not less than 30 at a mean temperature of 40oF. The “R” rating shall be for the insulation/s alone and shall not include contributions from air films, membranes, or other elements of the roofing assembly.

H. Insulations.

1. ISO Foam Board Insulation shall be flat and tapered polyiscocanurate boards conforming to ASTM C1289 with integral felt facer sheets. The Contractor shall confirm that the membrane manufacturer approves the insulation/s selected. Minimum thickness shall be 1/2-inch, and insulation shall be provided in two or more layers with a maximum thickness per board of 2” and 4’x4’ maximum size. The “R” rating shall be based on a value of “5.65” for 1” thickness of polyisocyanurate foam. Use ‘5.65 per inch insulation’ for the calculations required to compute the insulation thickness required to obtain the above required R rating). Tapered insulation shall be manufactured cut to the indicated slopes. Tapered insulation shall be delivered in labeled bundles or packages with erection markings or designations as shown on the shop drawings.

2. Tapered EPS Insulation shall be cut from extruded polystyrene foam conforming to ASTM C578, Type “II” (extruded) 1.35 lbs./cu. ft. The tapered insulation shall be custom cut to the indicated slopes. The tapered insulation shall be delivered in labeled bundles or packages with erection markings or designations as shown on the shop drawings.

3. Fire Barrier/Protection Board shall be perlite board insulation 3/4 inch thick and 2’-0” wide by 4’-0” long, with a minimum R- value of 2.0, by GAF or others. Also include tapered edge strips, fiber cants, and the like as required to construct the saddles and edge configurations indicated. Perlite shall not have greater that 575 psi tensile strength. Perlite board shall have a maximum allowable water absorption of 1.5% by volume.

a. Do not use 1/2-inch perlite recovery board for any roofing applications. b. Note: The use of 4’-0” x 4’-0” perlite boards will not be allowed.


4. Insulation Cover Board shall be high density 1/2-inch wood fiber board. 5. Batt Insulation is specified under Section 07 21 26. 6. Insulation Fasteners for use at steel decks shall be as recommended by the roofing

manufacturer for thickness/es of insulation and substrate/s involved, and shall have been certified to provide the factory mutual ratings specified in this Section.

7. Tapered Edge Strips shall be wood fiber. Also include fiber cants, and the like as required to construct the saddles and edge configurations indicated.

a. Provide sizes and thicknesses as shown and required.

I. Flashing Cement shall be a fibrated bituminous material recommended by the manufacturer of the other roofing materials for use therewith.

1. Reinforcing fabric: ASTM D1668, Type I.

J. Cant Strips and Nailing Strips shall be wood where so shown and will be furnished under Section 06 10 00; coordinate requirements and details. If cant strips are shown to be of insulation, furnish under this Section and provide fiber insulation type cant strips. In any case, cant strips shall be required at all horizontal to vertical junctures of the roofing and flashing.

K. Gravel shall conform to ASTM D1863, Size No. 6, 67 or 7 at the Contractor’s option. Gravel shall be surface dry.

L. Lead Flashing at Roof Drains: Fed. Spec. QQ-L-201F and Amendment 2, Grade B, 4 lb./sq. ft., 36"x36" sheets.

M. Modified Bitumen Flashing Sheet shall be SBS mop-down, granule surfaced membrane sheet by Johns Manville or Firestone, or equal complying to ASTM 6221. Flashing sheet shall be approximately 160 mils thick. Modified bitumen flashing sheet shall be intended for mop application and shall be recommended by its manufacturer as a flashing material.

N. Peal-and stick Flashing as required for parapet flashing, shall be a .040 inch thick self-adhering membrane made with a polyethylene film and polymer-modified asphalt meeting the requirements of ASTM: D1970:

1. “Ice and Water Shield” by W.R. Grace, or 2. “Sealtight Air-Shield” by W.R. Meadows, or equal.

O. Insulation screws and plates: shall be of size and lengths are required to fasten the insulation per the details and roof systems as shown on the drawings and shall be per the roofing manufacturer requirements.

P. Metal Reinforcing to be built into membrane at roof drains shall sheet lead, conforming to ASTM B749, 4 lbs. per square foot.

Q. Insulation Adhesive Asphalt free, solvent free, VOC compliant two-part urethane low-rise foam adhesive. Use product manufactured for use as specified by the manufacturer and acceptable by the roofing manufacturer. Installation of two-part urethane low-rise adhesive shall obtain Factory Mutual Class 1-90 wind uplift criteria. :

1. “Weather-Tite One Step Adhesive by WTT Systems 2. “Millennium One Step Foamable Adhesive” by Royal Adhesives & Sealants, or equal.

R. Splash Blocks. Provide a precast concrete splash block at every location that water will flow onto a surface. This includes, but is not limited to, water from a high roof to a low roof, water from fire sprinkler drain connections, water from downspouts, water from through the wall water discharges, and other areas that have water discharge. Provide splash blocks that are Type ‘A’ 36”x14”x8” (280 lbs.); ‘B’ 27-1/2”x14-1/2”x2-1/2” (62 lbs.); ‘C’ 30”x18”x3” (115 lbs.);


or a combination of them as noted herein. The precast concrete splash blocks shall be by Molin Concrete Products Company, Lino Lakes, MN, or equal.

S. Wood Blocking shall be SPF at 19% moisture. No treated wood will be accepted.

T. Pitch Pan Sealer shall be a 2-part pourable sealer as manufactured by Carlisle, Carlisle, PA. or equal.

U. Duct Supports for rooftop ductwork support shall be C Series by C-Port or equal. Use only where wood equipment curb supports are not possible.

V. Pipe Supports for rooftop electrical conduit, gas lines, etc., shall be one of the following:

1. “E-Z SLEEPER” by A Better Idea, Inc., Tel. 519/268-1550; as distributed by H&J Sales, Woodbury, MN, Tel. 651/264-3093.

2. “Pipe Pier” by Erico Fastening Products, Tel. 800/333-0852.

W. Sealant shall be Weathermaster Metal Roofing Sealant by Titebond and as manufactured by Franklin International ((800) 877-4583) and specifically designed to adhere to Kynar coated metal flashing.

PART 3 - EXECUTION

3.01 INSPECTIONS

A. Roofing. After roofing has been completed, except pour/flood coat and graveling, the roofer shall cut samples from the roof at places directed for purpose of inspection. Except as modified by the requirements of this Article, sampling and testing shall be in accordance with ASTM D3617. One sample shall be taken for each 100 squares of roofing applied. Inspection shall be by an independent testing laboratory in accordance with Section 01 45 00, arranged for and paid for by the Contractor. Testing and written report shall be as required by ASTM D3617. The samples shall be complete pieces of the roof 4”x36” cut perpendicular to the direction of the felts. Roofer shall repair any damaged insulation and then fill in spaces cut out with 4 layers of felts set in aspahlt as for building up roof, and then mop on two plies of felt, the first to lap onto roof 6 inches on all sides of cut and the second to lap onto roof 6 inches beyond the first ply. Final pour/flood coat and graveling may then be done.

Work will be considered not in conformity with the Specifications if:

1. Testing any sample indicates that the total moppings were less than 80% of the required weight of bitumen; or

2. Voids in the moppings exceed 5% of the contact areas tested or measured; or 3. Samples show improper lapping such that the roofing does not include the required

number of plies at any location.

If roofing is found, as determined by one or more samples tested, to be not in conformity with the Specifications, then the roofing or non-conforming portions thereof, as directed, shall be removed and new conforming work installed. The Architect/Engineer may, at his option, permit the adding additional plies of felt and asphalt to compensate for the deficiencies found.

3.02 GENERAL REQUIREMENTS. These Specifications and the Contract Drawings indicate roofing and flashing systems which are the same as or similar to, standard roofing and flashing systems recommended by most major manufacturers of built-up roofing materials. If the manufacturer and system selected has requirements which vary from these Documents, the roofing applicator and the Contractor shall request approval, in writing, from the Architect/Engineer. Do not proceed without approval.

A. Daily Seal-off: Strip and seal edges of insulation and roofing at end of each day’s work or whenever necessary due to weather conditions. Plan the work so that overnight and similar


terminations will occur at ridges or other high points in the roof, where applicable. The temporary terminations shall be made so that the laying pattern of the insulation and the lapping of the roofing felts will not be interrupted when the work is started again. Sealing shall be done with hot asphalt and strips of felt of suitable width. Strips of felt shall extend about 4” on the roof and 4 inches over the insulation, and shall be cemented tight to roof and insulation with hot asphalt and shall be coated on top with hot asphalt. Ends of strips shall overlap each other 4 inches. Equivalent method using 6 mil plastic may not be used.

B. Where new expansion and/or contraction joints abut existing roofing which is to remain, spud off the gravel and sweep the top of the felt for a distance of 2’-0” from the new work. Fill any voids between the edge of existing felts and new joint blocking with perlite. Provide 3-ply mopped on roofing, fiber cant, and flashing as specified for new work. The finished construction shall be watertight and warranted as specified in Article 1.08 of this Specification.

C. Temperatures. Provide suitable thermometers, attached to equipment and hand-held, to verify temperatures. Thermometers shall be available on the roof at all times that this work is being performed.

1. Kettle Temperatures shall be within the following range:

a. Type I Asphalt 300 to 425oF b. Types II, III, and IV Asphalts 350 to 475oF

2. Application Temperatures. At application to the roof, and when felts are placed therein, temperature of asphalt shall be within plus or minus 25oF of its EVT as determined by the manufacturer.

D. Misplacement of Materials. Do the work to prevent the misplacement of bitumen and other materials on finished surfaces, including also the leaking through or dripping at the time the work is being done, or later at any time within the warranty/correction period. Clean off any misplaced materials from all adjacent surfaces and equipment.

3.03 PREPARATION. Roof decks shall be swept and maintained smooth, clean, dry, and free of dirt, debris, loose, and other objectionable material.

A. Wood Curbs, Cant Strips, Nailing Strips, Etc. shall be provided as required by the drawings and as necessary for the proper and adequate securing of the roofing, metal flashings, and other flashings, for ventilator and roof curbs, etc. Extend all curbs as required. Extend ducts and electrical as required. Wood materials under this heading shall not be preservative-treated. The Contractor shall coordinate the work so that all parts fit together properly, and curbs furnished under this Section are structurally adequate for the mechanical equipment, or other equipment to be placed thereon. Roof curbs, cant strips, blocking etc., shall be installed as shown using suitable and adequate bolts and anchor devices.

B. Preparation. On existing structures, the existing roof(s) shall be removed completely down to the structural deck and disposed of legally. Roof decks shall be swept and maintained smooth, clean, dry and free of dirt, debris, loose and other objectionable material. The flutes of steel decks shall be made free of debris.

C. Fiberglass Felt and Asphalt Type Barrier. Prior to application of the vapor barrier, sweep clean the deck or perlite. Concrete decks must be primed. The vapor retarder shall be applied in accordance with NRCA RWM Specification Plate 11-VR, Diagram VR-SI. Lap end joints 4 inches. Offset the transverse joints between plies by at least one foot. Seal all joints well. At parapets, walls, curbs, penetrations and similar interruptions, flash the vapor retarder course up at least 4 inches vertically or to top of wood or cant, & seal. On steel decks, place the vapor barrier between the first layer of perlite & the foam insulation. On concrete decks, apply the vapor barrier direct to the primed concrete. Use Type IV fiberglass felt. Special care must be taken to flash all roof penetrations & to seal penetrations and corners with plastic cement to


avoid asphalt from entering the building. Special care must be taken to flash all roof penetrations & to seal penetrations & corners with plastic cement to provide a continuous barrier.

D. Install vertical vapor retarder at back side of parapet. Lap parapet vapor retarder minimum 3” onto horizontal vapor retarder.

3.04 INSULATION

A. General. Insulation shall be dry when delivered and shall be dry when placed in the work, and shall immediately be covered and sealed in so that it will remain dry. Any insulation which becomes damp or wet shall be removed from the work. No more insulation shall be placed than can be covered immediately with finished roofing, except pour/flood coat and gravel.

The laying direction for the roofing felts shall be determined before insulation is installed; see Article 3.06 of this Section.

Installation of wood curbs, blocking, nailers, and cant strips shall be coordinated to match insulation thickness of insulation work performed under this Section. In all cases, there shall be a cant strip where roofing membranes intersect vertical surfaces. Provide fiber cant strips if wood cant strips are not provided or shown.

All insulation joints shall be butted tightly. Stagger joints between any two adjacent layers of insulation not less than 6” in both directions so that there are no vertically continuous seams. If voids occur in joints or at corners or where insulation is cut to fit to around penetrations in excess of 3/16 inch wide, the same shall be corrected before another layer of insulation or roofing is placed over. Correct by removing the defective board and installing a new piece which will not gap, or by filling the voids with cut pieces of insulation. Provide tapered edge strips at all perimeter roof edges and around all penetrations, as indicated, in addition to any cants shown.

Install tapered insulation in accordance with approved shop drawings and so as to develop the required sloping surfaces. Other applicable provisions herein shall also apply to the tapered insulation. Tapered insulation shall be secured in place with asphalt or screws to provide anchorage for the complete system. Provide tapered edge strips at perimeters and/or as shown; set in hot steep asphalt.

Install insulation so as to provide sumps at least 3/4 inch deep and 2’-0” square at roof drains or scuppers centered on each drain. Note modify to 2’-0” x 4’-0” for sumps with drain and overflow drain Provide tapered insulation or suitable tapered edge strips as required. Insulation shall otherwise conform to requirements herein.

B. Insulation Over Steel Decks. The first layer of insulation shall be laid so that the long edges occur at the centers of the flat areas between the flutes of the deck for full length support. If there is a vapor barrier it is to be installed over the first layer which should be thin. The second (ISO foam board) layer and third and all additional (ISO foam board) layers of insulation shall each be set into place with a full moping of asphalt with joints staggered and tightly butted. The last layer of insulation shall be a high density cover board set into place with a full moping of asphalt with joints staggered and tightly butted over the last foam board layer.

C. Tapered Insulation Wedge Over Steel Decks. The first layer of insulation shall be laid so that the long edges occur at the centers of the flat areas between the flutes of the deck for full length support. If there is a vapor barrier it is to be installed over the first layer which should be thin. The second (Tapered EPS insulation) layer shall be installed using insulation adhesive over the vapor barrier. The third (ISO foam board) layer shall be installed using insulation adhesive over the second layer with joints staggered and tightly butted. The last layer of insulation shall be a high density cover board installed using insulation adhesive over the third layer with joints staggered and tightly butted.

D. Batt Insulation shall be stuffed into voids, around curbs, between vent pipes and metal


flashing, into expansion joints and the like, as shown and as needed

3.05 ROOFING OVER INSULATION

A. General. Roofing felts shall run in the same direction over each section of the roof. Felt shall be applied so that the flow of water will be over (not against) the laps. It is not required to change the direction of the plies at valleys which radiate from roof drains, or similar. The Architect may allow changes of direction of the felts to allow for large areas adjacent to a valley. Also note other provisions in this Section relative to direction of laying insulation and felts.

1. The laying direction for the roofing felts shall be determined before insulation is installed. Plan the work so that overnight and similar terminations will occur at ridges or other high points in the roof, where applicable. Plan the work to limit the laps of different days work from occurring in the valley. Do not have more than two days’ work lap at any place in any valley. Do not have any more than three days’ work overlap at any point on the roof. If it is found that at any place there is a lap of four days’ work (16+ layers of felts), the area of the lap will be removed for a distance of a minimum of 4 feet on all sides and new roofing installed. Also note other provisions in this Section relative to direction of laying insulation and felts.

2. Cut off and discard the first 5 feet of felt from each roll or to where the glue from the label is no longer present.

3. Cut off and discard the last 5 feet of felt from ends of rolls where such felt has been damaged or is otherwise unsuitable or as directed by the Architect.

4. Felts shall be laid without wrinkles or buckles and each ply shall be broomed, squeegeed or otherwise pressed into position to eliminate air between plies and to provide complete contact between felt and bitumen.

a. If fishmouths develop along the edge of a felt, cut and seal down and provide a minimum 1’-0” wide patch over the cut felt before applying the next ply.

5. Workers shall not walk in freshly mopped asphalt or on newly placed felts, before asphalt has hardened.

6. The use of felt-laying equipment shall not be permitted except with the daily approval of the Architect. If the felt-laying equipment is not approved, use the “Kick and Roll” method under the same equipment and worker restrictions specified for felt-laying equipment.

7. “Kick and Roll” method: Do not start multiple rolls. Work one roll at a time across the roof. Stacking up of multiple rolls will not be allowed. The number of mops shall be such that the roll can continuously move across the roof without stopping.

8. Do not allow the roll of felt to sit in hot asphalt while the area ahead is being mopped. If this happens, roll the felt back 1’-0” and mop back under the leading edge of the felt.

9. Personnel doing tailing at the start or end of a run are to not step on the newly laid felt. All felt set against cants, curbs, or walls shall be pressed and held into place until set. Bridging at the top or bottom of cants is not acceptable and will be subject to rejection..

10. Bridging at the top or bottom of cants is not acceptable. Hold the felt in place long enough to set the felts tight to the cant. Use a broom if necessary to hold the felts tight.

11. At curb corners and the like, hold down corner cuts until set. 12. At the tails, take the mop over and down over the last felt to seal the last felt down. 13. Cut off felts at the top of cants. 14. Roof across drains and cut out for only the drain bowl at the inside of the clamping ring

after the four plies are done. The practice of cutting the felt around the outside of the drain is not allowed.

B. Roofing shall be completed in one operation so far as is practicable, including felt flashings, final pour coat, and gravel. If it is impracticable to complete the final pour coat, a glaze coat of asphalt shall be squeegeed continuously over the felts to protect the felts until the pour coat and gravel can be applied which shall be as soon as practicable. In no case shall felts be left exposed overnight without at least a glaze coat. The glaze coat may be considered as part of


the pour coat, provided the surfacing operation is completed within 48 hours after application of the glaze coat. Do not mop a glaze coat.

C. In cold weather, modify the felt laying procedures so that a minimum of asphalt is mopped out ahead of felts before the felts are unrolled and pressed into the asphalt. Do not mop out more than 6’-0” in front of the roll. Note provisions elsewhere in this Section relative to temperatures.

D. Felt Plies. Over the entire surface, lay four plies of asphalt fiberglass felt lapping each sheet 27-1/2 inches over preceding one and mopping with Type II asphalt the full contact surfaces of felts so that in no place shall felt touch felt. Required weight of bitumen, between plies, shall be 23 lbs. of asphalt per square per ply. Moppings between any two plies shall not exceed 30 lbs. per square. See provisions elsewhere in this Section on Inspection for allowed tolerance on amount of bitumen in moppings.

1. The method of mopping a half sheet width and turning the sheet back to mop under the other half shall not be used.

2. At edges without cant strips, turn the bottom ply or equivalent up and back over the top ply about 6 inches and mop down to seal edges.

3. Felts shall extend to and not above the tops of cant strips. Cut off any above the cant when doing the tailing.

4. Caution shall be used when laying out the work to never have more than 8 plies meet in a valley. Never have more than two days lap at a valley.

E. Pour Coat and Graveling. Prior to the pour/flood coat, the Architect/Engineer shall be notified and shall be permitted to walk the roof with the job superintendent.

1. Note, usually it is necessary to complete the flashing work specified in Article 3.07 and the inspection work specified in Article 3.01, before applying the pour coat. To proceed with this portion of the work prior to cutting inspection samples, and/or completion of the flashing work, obtain written permission from the Architect/Engineer/Owner.

2. Burn-outs and incorrect insulation placement shall be repaired prior to final pour coat, by removing all damaged or improperly placed material and replacing with new material. Roofer shall then fill in spaces cut out with felt and asphalt as for building up roof, and then mop on two additional plies of felt, the first to lap onto roof 1’-0” on all sides of cut and the second to lap onto roof 1’-0” beyond the first ply.

3. Over the entire surface, pour from a dipper or other suitable dispenser a uniform coating Type II asphalt at not less than 60 lbs. per square into which, while hot, embed not less than 400 lbs. of gravel per square.

a. Do not use wet or contaminated gravel. Move gravel to the roof at the rate of application, when practicable. If unavoidable, stockpile gravel in small mounds or rows on completed roof, but not on bare felts. Do not leave such stockpiles overnight.

b. Provide a lumber and plywood support for the gravel hopper which will distribute the weight. Also provide a plywood staging/protection area around the hopper extending not less than 12 feet in each direction.

c. Any twisted or punctured roofing, crushed insulation, or damaged decking shall be repaired or removed, and new conforming work/material installed as directed.

3.06 FLASHING shall be provided for all roofing, around all obstructions, curbs, and/or other penetrations, at all expansion and contraction joints, at all edges of roofs, and the like.

A. ModBit base flashings shall be installed per the details. Take note of the detail for “butt and diaper” of flashing. Do not simply lap and rag/plastic the joints. Base flashing shall be held in-place until cooled and to avoid air bubbles or wrinkles. Base flashing that is not fully adhered to the substrate or that is bridging is unacceptable and shall be removed and replaced.


B. Flashing shall be provided for all roofing, around all obstructions, curbs, and/or other penetrations, at all expansion and contraction joints, at all edges of roofs, and the like.

C. Metal flashings are specified in Section 07 62 00. Sheet metal to be embedded in bitumen shall be primed with bituminous primer and allowed to dry before installation.

D. General Requirements

1. All roofing felt plies shall be cut off at the tops of cant strips, except as may be otherwise specified and/or directed.

2. Prime masonry and concrete surfaces before flashing over. 3. Flashing to extend from top of wood and at least 4 inches onto field of roof. 4. The modified flashing shall be cut into lengths not to exceed 8 to 10 feet, and the

individual pieces butted together, not lapped. In cold weather, do not exceed 8-foot lengths. At each butt joint, place a 16-inch wide modified flashing cover piece set in hot asphalt. Each edge of the cover piece nail at the top of the roof edge cant, at the top of the vertical surface and at the top of the top cant, if any. In addition, nail the modified at the top of the blocking at 6 inches on center. The edges of the cover piece shall be coated also with hot asphalt. Prior to the flood coat at each side of each cover piece, cover the joint with plastic cement, fabric, and a top layer of plastic cement. This joint treatment is to extend the complete length of the joint.

5. Flash at roof edges similarly, terminating the flashing sheet at the top of the wood, as shown. Provide “Ice and Water” membrane at roof edges, lapped over the flashing (at least 2 inches) and over the top roofing ply and then down the vertical outside face of the cant strips without adhesive on the vertical face. Extend the “Ice and Water” sheet at least 1/2 inch below the bottom of the lowest wood blocking. Seal the top edge of the flashing sheet, along the ridge of the cant with a bead of plastic roofing cement.

6. When the modified flashing is set into the coating of hot asphalt, it shall be pressed into place and held until set. Work out all wrinkles and air bubbles. Nail each end of the modified at the top of the roof edge cant, at the top of the vertical surface, and at the top of the top cant, if any. In addition, nail the modified at the top of the blocking at 6 inches on center. Bridging or the presence of air bubbles beneath the modified will be cause for rejection and will require replacement.

7. Bridging at the top or bottom of cants is not acceptable and will be removed and replaced when found. Hold the felt in place long enough to set the felts tight to the cant. Use a broom if necessary to hold the flashing tight.

8. Work out all wrinkles and air bubbles. Wrinkles or the presence of air bubbles beneath in the base flashing will be required to be cut out and a cover piece installed in hot.

9. In addition, nail the modified at the top of the blocking at 6 inches on center. 10. Where shown on the drawings, the top edges of flashings shall terminate by being

inserted into reglets, and/or cut-out brick joints, and sealed therein with suitable sealant or flashing cement. Where reglets are shown to be of sheet metal, reglets will be furnished under Section 07 62 00.

11. Do not provide “Philadelphia” type joints.

E. Flash at Roof Drains. See requirements elsewhere in this Section for provisions for depressing the insulation at roof drain locations. Coordinate the work.

1. Roofing plies shall be cut off inside the clamping ring and a 30-inch square metal reinforcing, with a hole cut in the center thereof to accept the drain shall be set in flashing cement mastic on top of the roofing plies. Prime the metal as recommended by the roofing materials manufacturer.

2. Flash over the metal reinforcing with modified bitumen flashing sheet set in hot asphalt. The flashing sheet shall extent at least 6 inches beyond the metal all around. Clamp all roofing, metal, and flashing with the roof drain clamping ring. The completed work shall be watertight and shall drain without ponding at the drain location. Do not allow wrinkles in the modified where it is clamped to the drain.


F. Pitch Pockets:

1. At penetrations through the roof, use “pitch pocket” construction only where designated by the contract drawings and/or as approved. Set sheet metal “pitch pockets” furnished under Section 07 60 00, and flash into the membrane as specified for other flashing. Fill the pitch pocket with 2-part sealer as recommended by the manufacturer of the roofing materials.

2. Final pour coat and graveling shall be done after flashing construction is completed and as directed.

3.07 OVERFLOW DRAINS

A. Overflow Drains are the standard Josam drain without 2-inch lip but shall be located 8 feet from the drain or if shown in the sump include the 2-inch lip as shown on the details. Drains shall have metal covers. Plastic covers are not acceptable.

3.08 SPLASH BLOCKS. Place splash blocks at every location that will have water discharged. At roofing locations, do not place ballast under the splash block unless so directed by the roofing manufacturer. At solid paved areas (i.e., bituminous, concrete, etc.), the splash blocks may be set directly upon the paving surface. Care should be taken to ensure that the slope of the paving will direct the splash block runoff away from the building. At unpaved areas (seeded, sodded, landscaped, etc.) the site materials must be placed so they are sloped to ensure proper runoff of drainage water from the splash block and away from the building.

3.09 PIPE SUPPORTS. Install as recommended by the manufacturer. Coordinate with Mechanical and Electrical Divisions for locations and quantities. Pipe supports shall be MiFab C–Rubber Support Series with 13/16-inch Galvanized Steel Channel, Erico CADDY PYRAMID 50 Foam-Based Support or equal.

3.10 PROTECTION. Following completion of the roofing work, the roofing contractor shall turn over the work to the General Contractor. The General Contractor shall be responsible for the protection of the work. If work is necessary on the roof by other trades, the General Contractor shall make sure that proper care is taken and protection is furnished to prevent damage. Any damage which does occur after the roofing contractor has turned over the work to the Contractor shall be repaired as additional work for the Roofing Contractor and shall be the responsibility of the General Contractor to request and pay for said repairs. All repair work will be done by the roofing contractor to maintain the warranty.

END OF SECTION


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SECTION 07 95 00

EXPANSION JOINT COVERS AND ASSEMBLIES PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes the furnishing and installing of expansion joint covers and assemblies including fastenings and accessories.

B. Related Sections. Work under this Section shall be coordinated with the surrounding building construction work and the other trades involved. Coordinate the work; avoid omissions and duplications.

1.02 SYSTEM DESCRIPTION. Provide expansion joint covers and assemblies where called for in the drawings and as indicated. See the drawings for the overall applications and see the following details for individual material application as follows:

A. 7/A17 Floor to Floor At grid P second floor at openings between existing and new floor slab.

B. 8/A17 Floor to Floor At grid P walls that bridge between the existing building and new addition structure.

1.03 SUBMITTALS

A. Samples. Provide 12-inch long pieces of each expansion joint assembly type. The samples shall be submitted for color selection, pattern selection, and product approval. The samples shall show the complete range and variation in color and texture. The work shall be in accordance with approved samples.

B. Shop Drawings. Submit shop drawings showing full extent of expansion joint covers. Include large scale details indicating profiles of each type of expansion joint cover, splice joints between sections, joinery with other types, special end conditions, anchorages, fasteners, and relationship to adjoining work and finishes. Include description of materials and finishes.

C. Product Data. Provide manufacturer’s product specifications, installation instructions, and general recommendations for each type of expansion cover indicated.

PART 2 - PRODUCTS

2.01 ACCEPTABLE MANUFACTURERS. The systems herein specified are manufactured by Balco, Inc. All manufacturers and installers shall meet or exceed the noted standards and these Specifications to be acceptable.

A. Watson-Bowman & Acme Corp.

B. M M Systems Corp.

C. Balco, Inc., Basis of Design

D. Metalines, Inc.

E. EMS Erie Metal Specialties, Inc., www.eriemetal.com

2.02 MATERIALS. At the locations indicated provide the specified expansion joints in the proper size and configuration for their intended use.


A. Floor Expansion Joint Assemblies

1. Floor to Floor – Balco Model BCP-2-250 Floor Expansion Joint Covers. 2. Floor to Floor - Balco 7500 Series Floor Expansion Joint Covers. 3. Wall to Wall – Balco WD Snap On Expansion Joint Covers

2.03 FINISHES. All exposed to view aluminum parts shall receive a clear anodized finish, AA-M10C12C22A41, Class I, matte C22, 0.7 mil finish. The finish shall be subject to the Architect’s approval.

PART 3 - EXECUTION

3.01 LAYOUTS shall be as shown on the Drawings. The Contractor shall field measure the spaces involved and confirm dimensions and layouts before starting the work and shall consult with the Architect to adjust any discrepancies.

3.02 INSTALLATION shall be in accordance with approved shop drawings. Installation shall be made by thoroughly experienced and competent mechanics approved by the manufacturers.

Finished work shall be accurately leveled and with no inequalities apparent to the eye.

The work when completed shall be clean and free from defects and of adequate strength, and shall be square and straight. Expansion joint members shall be straight and in good alignment across intersections.

All expansion joint material shall be fabricated and installed in such a manner that each section of material will have a minimum of two (2) anchoring points. More anchoring points must be provided as required for larger sections. The anchoring provided must keep the expansion joint sections aligned and in true plane with each other and their surrounding surfaces.

3.03 COMPLETED WORK shall be neat and sightly in all respects. All other work soiled, defaced, or damaged in any manner on account of this work shall be cleaned and made good, or replaced.

END OF SECTION


SECTION 08 80 00

GLAZING PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section includes:

1. Glass for windows, doors, interior borrowed lites, and storefront framing. 2. Glazing sealants and accessories.

3. Decorative Film Overlay.

B. Related Requirements:

1. Section 081113 “Hollow Metal Doors and Frames.” 2. Section 081416 “Flush Wood Doors”. 3. Section 084113 “Aluminum-Framed Entrances and Storefronts.”

4. Section 102310 “Glazed Interior Wall Assemblies.”

1.03 DEFINITIONS

A. Glass Manufacturers: Firms that produce primary glass, fabricated glass, or both, as defined in referenced glazing publications.

B. Glass Thicknesses: Indicated by thickness designations in millimeters according to ASTM C1036.

C. IBC: International Building Code.

D. Interspace: Space between lites of an insulating-glass unit.

1.04 COORDINATION

A. Coordinate glazing channel dimensions to provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances.

1.05 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1. Review and finalize construction schedule and verify availability of materials, Installer's personnel, equipment, and facilities needed to make progress and avoid delays.

2. Review temporary protection requirements for glazing during and after installation.

1.06 ACTION SUBMITTALS

A. Product Data: For each type of product.


B. Sustainable Design Submittals:

C. Glass Samples: For each type of the following products; 12 inches square.

1. Insulating glass.

D. Glazing Schedule: List glass types and thicknesses for each size opening and location. Use same designations indicated on Drawings.

1.07 INFORMATIONAL SUBMITTALS

A. Qualification Data: For manufacturers of insulating-glass units with sputter-coated, low-E coatings.

B. Product Certificates: For glass.

C. Product Test Reports: For insulating glass and glazing sealants, for tests performed by a qualified testing agency.

1. For glazing sealants, provide test reports based on testing current sealant formulations within previous 36-month period.

D. Preconstruction adhesion and compatibility test report.

E. Sample Warranties: For special warranties.

1.08 QUALITY ASSURANCE

A. Manufacturer Qualifications for Insulating-Glass Units with Sputter-Coated, Low-E Coatings: A qualified insulating-glass manufacturer who is approved and certified by coated-glass manufacturer.

B. Installer Qualifications: A qualified installer who employs glass installers for this Project who are certified under the National Glass Association's Certified Glass Installer Program.

C. Mockups: Build mockups to demonstrate aesthetic effects and to set quality standards for materials and execution.

1. Install glazing in mockups specified in Section 08 41 13 "Aluminum-Framed Entrances and Storefronts" to match glazing systems required for Project, including glazing methods.

2. Subject to compliance with requirements, approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.


A. Protect glazing materials according to manufacturer's written instructions. Prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun, or other causes.

B. Comply with insulating-glass manufacturer's written instructions for venting and sealing units to avoid hermetic seal ruptures due to altitude change.

1.10 FIELD CONDITIONS

A. Environmental Limitations: Do not proceed with glazing when ambient and substrate temperature conditions are outside limits permitted by glazing material manufacturers and


when glazing channel substrates are wet from rain, frost, condensation, or other causes.

1. Do not install glazing sealants when ambient and substrate temperature conditions are outside limits permitted by sealant manufacturer or are below 40 degrees F.

1.11 WARRANTY

A. Manufacturer Special Warranty for Coated-Glass Products: Manufacturer agrees to replace coated-glass units that deteriorate within specified warranty period. Deterioration of coated glass is defined as defects developed from normal use not attributed to glass breakage or to maintaining and cleaning coated glass contrary to manufacturer written instructions. Defects include peeling, cracking, and other indications of deterioration in coating.

1. Warranty Period: 10 years from date of Substantial Completion.

B. Manufacturer Special Warranty for Insulating Glass: Manufacturer agrees to replace insulating-glass units that deteriorate within specified warranty period. Deterioration of insulating glass is defined as failure of hermetic seal under normal use not attributed to glass breakage or to maintaining and cleaning insulating glass contrary to manufacturer's written instructions. Evidence of failure is the obstruction of vision by dust, moisture, or film on interior surfaces of glass.

1. Warranty Period: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Insulating Products specified are by Viracon Glass, Owatonna, MN. Equals may be submitted for review and approval by Vitro Architectural Glass (formerly PPG), Guardian Industries Corp, Oldcastle Glass, Libbey-Owens-Ford Co., Pilkington North America Inc, or approved equivalent.

B. Source Limitations for Glass: Obtain from single source from single manufacturer for each glass type.

1. Obtain tinted glass from single source from single manufacturer. 2. Obtain reflective-coated glass from single source from single manufacturer.

C. Source Limitations for Glazing Accessories: Obtain from single source from single manufacturer for each product and installation method.

2.02 PERFORMANCE REQUIREMENTS

A. General: Installed glazing systems shall withstand normal thermal movement and wind and impact loads (where applicable) without failure, including loss or glass breakage attributable to the following: defective manufacture, fabrication, or installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; or other defects in construction.

B. Structural Performance: Glazing shall withstand the following design loads within limits and under conditions indicated determined according to the IBC and ASTM E 1300.

1. Design Wind Pressures: As indicated on Drawings. 2. Design Wind Pressures: Determine design wind pressures applicable to Project

according to ASCE/SEI 7, based on heights above grade indicated on Drawings.


a. Wind Design Data: As indicated on Drawings. b. Basic Wind Speed: 120 mph. c. Importance Factor: 1.0. d. Exposure Category: B.

3. Maximum Lateral Deflection: For glass supported on all four edges, limit center-of-glass deflection at design wind pressure to not more than 1/50 times the short-side length or 1 inch, whichever is less.

4. Differential Shading: Design glass to resist thermal stresses induced by differential shading within individual glass lites.

C. Safety Glazing: Where safety glazing is indicated, provide glazing that complies with 16 CFR 1201, Category II.

D. Thermal and Optical Performance Properties: Provide glass with performance properties specified, as indicated in manufacturer published test data, based on procedures indicated below:

1. For monolithic-glass lites, properties are based on units with lites 6 mm thick. 2. For laminated-glass lites, properties are based on products of construction indicated. 3. For insulating-glass units, properties are based on units of thickness indicated for overall

unit and for each lite. 4. U-Factors: Center-of-glazing values, according to NFRC 100 and based on LBL's

WINDOW 5.2 computer program, expressed as Btu/sq. ft. x h x deg F. 5. Solar Heat-Gain Coefficient and Visible Transmittance: Center-of-glazing values,

according to NFRC 200 and based on LBL's WINDOW 5.2 computer program. 6. Visible Reflectance: Center-of-glazing values, according to NFRC 300.

2.03 GLASS PRODUCTS, GENERAL

A. Glazing Publications: Comply with published recommendations of glass product manufacturers & organizations below unless more stringent requirements are indicated. See these publications for glazing terms not otherwise defined in this Section or in referenced standards.

1. GANA Publications: "Laminated Glazing Reference Manual" and "Glazing Manual." 2. IGMA Publication for Insulating Glass: SIGMA TM-3000, "North American Glazing

Guidelines for Sealed Insulating Glass Units for Commercial and Residential Use."

B. Safety Glazing Labeling: Where safety glazing is indicated, permanently mark glazing with certification label of the SGCC or another certification agency acceptable to authorities having jurisdiction. Label shall indicate manufacturer's name, type of glass, thickness, and safety glazing standard with which glass complies.

C. Insulating-Glass Certification Program: Permanently marked either on spacers or on at least one component lite of units with appropriate certification label of IGCC.

D. Thickness: Where glass thickness is indicated, it is a minimum. Provide glass that complies with performance requirements and is not less than the thickness indicated.

1. Minimum Glass Thickness for Exterior Lites: 6 mm. 2. Thickness of Tinted Glass: Provide same thickness for each tint color indicated

throughout Project.

E. Strength: Where annealed float glass is indicated, provide annealed float glass, heat-strengthened float glass, or fully tempered float glass as needed to comply with "Performance Requirements" Article. Where heat-strengthened float glass is indicated, provide heat-


strengthened float glass or fully tempered float glass as needed to comply with "Performance Requirements" Article. Where fully tempered float glass is indicated, provide fully tempered float glass.

2.04 TEMPERED GLASS

A. Tempered Glass: ASTM C 1048, Kind FT (fully tempered), Condition A as indicated, Quality Q-3. All glass within 24 inches of doorways shall be tempered.

1. GL-1 Clear glass thickness: 1/2 inch. 2. GL-2 Clear glass thickness: 1/4 inch.

2.05 INSULATING GLASS

A. Insulating-Glass Units: Factory-assembled units consisting of sealed lites of glass separated by a dehydrated interspace, qualified according to ASTM E 21 incch90.

1. Sealing System: Dual seal, with polyisobutylene and silicone primary & secondary sealants.

2. Perimeter Spacer: Aluminum with mill or clear anodic finish. 3. Desiccant: Molecular sieve or silica gel, or a blend of both.

4. Type GL-3 thickness: 1 inch total, 1/4 outer layer,1/2 inch air space argon filled, low-E coating on #3 surface, 1/4 inch inner layer, tinted with color to be selected by the Architect. (See Glass Schedule Part 3)

2.06 DECORATIVE FILM OVERLAY

A. Translucent, dimensionally stable, cast PVC film, 2 mil minimum thickness, with pressure sensitive, clear adhesive back for adhering to glass and releasable protective backing.

1. Product: Solyx Dual Feather Gradient 60” SXJ-0548.www.decorativefilm.com/sxj-0548-dual-feather-gradient.

2.07 FIRE RATED GLASS

A. Safety Rated Ceramic Glass shall be provided for all glazing in fire rated doors. Provide 90 minute fire and impact rated ceramic glazing by one of the following:

1. Superlite C/P Premium by Safti-first, San Francisco, CA. 2. Firelite NT by TGP.

2.08 GLAZING SEALANTS

A. General:

1. Compatibility: Compatible with one another and with other materials they contact, including glass products, seals of insulating-glass units, and glazing channel substrates, under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience.

2. Suitability: Comply with sealant & glass manufacturer written instructions for selecting glazing sealants suitable for applications indicated and for conditions existing at time of installation.

3. Colors of Exposed Glazing Sealants: As selected by Architect from manufacturer full range.

B. Glazing Sealant: Neutral-curing silicone glazing sealant complying with ASTM C 920, Type S,


Grade NS, Class 100/50, Use NT.

1. Applications: Hollow metal frames, aluminum frames, and aluminum doors.

2.09 GLAZING TAPES

A. Back-Bedding Mastic Glazing Tapes: Preformed, butyl-based, 100-percent solids elastomeric tape; non-staining and non-migrating in contact with nonporous surfaces; with or without spacer rod as recommended in writing by tape and glass manufacturers for application indicated; and complying with ASTM C 1281 and AAMA 800 for products indicated below:

1. AAMA 806.3 tape, for glazing applications in which tape is subject to continuous pressure.

2.10 MISCELLANEOUS GLAZING MATERIALS

A. General: Provide products of material, size, and shape complying with referenced glazing standard, with requirements of manufacturers of glass and other glazing materials for application indicated, and with a proven record of compatibility with surfaces contacted in installation.

B. Cleaners, Primers, and Sealers: Types recommended by sealant or gasket manufacturer.

C. Setting Blocks: Elastomeric material with a Shore, Type A durometer hardness of 85, plus or minus 5.

D. Spacers: Elastomeric blocks or continuous extrusions of hardness required by glass manufacturer to maintain glass lites in place for installation indicated.

E. Edge Blocks: Elastomeric material of hardness needed to limit glass lateral movement (side walking).

2.11 FABRICATION OF GLAZING UNITS

A. Fabricate glazing units in sizes required to fit openings indicated for Project, with edge and face clearances, edge and surface conditions, and bite complying with written instructions of product manufacturer and referenced glazing publications, to comply with system performance requirements.

1. Allow for thermal movements from ambient and surface temperature changes acting on glass framing members and glazing components.

a. Temperature Change: 120 degrees F, ambient; 180 degrees F, material surfaces.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine framing, glazing channels, and stops, with Installer present, for compliance with the following:

1. Manufacturing and installation tolerances, including those for size, squareness, and offsets at corners.

2. Presence and functioning of weep systems. 3. Minimum required face and edge clearances. 4. Effective sealing between joints of glass-framing members.


B. Proceed with installation only after unsatisfactory conditions have been corrected.

3.02 PREPARATION

A. Clean glazing channels and other framing members receiving glass immediately before glazing. Remove coatings not firmly bonded to substrates.

B. Examine glazing units to locate exterior and interior surfaces. Label or mark units as needed so that exterior and interior surfaces are readily identifiable. Do not use materials that leave visible marks in the completed Work.

3.03 GLAZING, GENERAL

A. Comply with combined written instructions of manufacturers of glass, sealants, gaskets, and other glazing materials, unless more stringent requirements are indicated, including those in referenced glazing publications.

B. Protect glass edges from damage during handling and installation. Remove damaged glass from Project site and legally dispose of off Project site. Damaged glass includes glass with edge damage or other imperfections that, when installed, could weaken glass, impair performance, or impair appearance.

C. Apply primers to joint surfaces where required for adhesion of sealants, as determined by preconstruction testing.

D. Install setting blocks in sill rabbets, sized and located to comply with referenced glazing publications, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead.

E. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.

F. Provide spacers for glass lites where length plus width is larger than 50 inches.

1. Locate spacers directly opposite each other on both inside and outside faces of glass. Install correct size and spacing to preserve required face clearances, unless gaskets and glazing tapes are used that have demonstrated ability to maintain required face clearances and to comply with system performance requirements.

2. Provide 1/8-inch minimum bite of spacers on glass and use thickness equal to sealant width. With glazing tape, use thickness slightly less than final compressed thickness of tape.

G. Provide edge blocking where indicated or needed to prevent glass lites from moving sideways in glazing channel, as recommended in writing by glass manufacturer and according to requirements in referenced glazing publications.

H. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.

I. Set glass lites with proper orientation so that coatings face exterior or interior as specified.

3.04 TAPE GLAZING

A. Position tapes on fixed stops so that, when compressed by glass, their exposed edges are flush with or protrude slightly above sightline of stops.

B. Install tapes continuously, but not necessarily in one continuous length. Do not stretch tapes to make them fit opening.


C. Cover vertical framing joints by applying tapes to heads and sills first, then to jambs. Cover horizontal framing joints by applying tapes to jambs, then to heads and sills.

D. Place joints in tapes at corners of opening with adjoining lengths butted together, not lapped. Seal joints in tapes with compatible sealant approved by tape manufacturer.

E. Do not remove release paper from tape until right before each glazing unit is installed.

F. Center glass lites in openings on setting blocks, and press firmly against tape by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings.

3.05 GASKET GLAZING (DRY)

A. Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings exactly, with allowance for stretch during installation.

B. Insert soft compression gasket between glass and frame or fixed stop so it is securely in place with joints miter cut and bonded together at corners.

C. Installation with Drive-in Wedge Gaskets: Center glass lites in openings on setting blocks, and press firmly against soft compression gasket by inserting dense compression gaskets formed and installed to lock in place against faces of removable stops. Start gasket applications at corners and work toward centers of openings. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer.

D. Installation with Pressure-Glazing Stops: Center glass lites in openings on setting blocks, and press firmly against soft compression gasket. Install dense compression gaskets and pressure-glazing stops, applying pressure uniformly to compression gaskets. Compress gaskets to produce a weathertight seal without developing bending stresses in glass. Seal gasket joints with sealant recommended by gasket manufacturer.

E. Install gaskets so they protrude past face of glazing stops.

3.06 SEALANT GLAZING (WET)

A. Install continuous spacers, or spacers combined with cylindrical sealant backing, between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel and blocking weep systems until sealants cure. Secure spacers or spacers and backings in place and in position to control depth of installed sealant relative to edge clearance for optimum sealant performance.

B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting or bond of sealant to glass and channel surfaces.

C. Tool exposed surfaces of sealants to provide a substantial wash away from glass.

3.07 CLEANING AND PROTECTION

A. Immediately after installation remove nonpermanent labels and clean surfaces.

B. Protect glass from contact with contaminating substances resulting from construction operations. Examine glass surfaces adjacent to or below exterior concrete and other masonry surfaces at frequent intervals during construction, but not less than once a month, for buildup of dirt, scum, alkaline deposits, or stains.


1. If, despite such protection, contaminating substances do come into contact with glass, remove substances immediately as recommended in writing by glass manufacturer. Remove and replace glass that cannot be cleaned without damage to coatings.

C. Remove and replace glass that is damaged during construction period.

D. Wash glass on both exposed surfaces not more than four days before date scheduled for inspections that establish date of Substantial Completion. Wash glass as recommended in writing by glass manufacturer.

3.08 LAMINATED TEMPERED GLASS SCHEDULE

A. Glass Type GL-1: Clear laminated glass with two plies of annealed float glass.

1. Basis-of-Design Product: Viracon Laminated Glass. 2. Minimum Thickness of Each Glass Ply: 1/8 inch. 3. Interlayer Thickness: 0.030 inch.

4. Interlayer Color: Clear

A. Glass Type GL-1 Clear tempered glass.

1. Glass thickness: 1/2 inch.

B. Glass Type GL-2 Clear tempered glass

1. Glass thickness: 1/4 inch.

3.09 INSULATING GLASS SCHEDULE

A. Glass Type GL-2: Low E coated tinted and laminated insulating glass, first floor.

1. Basis-of-Design Product: Viracon insulated laminated glass. 2. Overall Unit Thickness: 1 inch. 3. Minimum Thickness of Each Glass Lite: 1/4 inch. 4. Outdoor Lite: Tinted laminated float glass with color to be selected by the Architect. 5. Low E coating on #5 surface. 6. Interspace Content: Air. 7. Indoor Lite: Annealed float glass. 8. Winter Nighttime U-Factor: 0.36 maximum. 9. Winter Daytime U-Factor: 0.36 maximum. 10. Solar Heat Gain Coefficient: 0.40 maximum.

B. Glass Type:GL-3 Low E coated tinted insulating glass.

1. Basis-of-Design Product: Viracon insulated glass. 2. Overall Unit Thickness: 1 inch. 3. Minimum Thickness of Each Glass Lite: 1/4 inch. 4. Outdoor Lite: Tinted annealed float glass with color to be selected by the Architect. 5. Low E coating on #3 surface. 6. Interspace Content: Air. 7. Indoor Lite: Clear annealed float glass. 8. Winter Nighttime U-Factor: 0.36 maximum. 9. Winter Daytime U-Factor: 0.36 maximum. 10. Solar Heat Gain Coefficient: 0.40 maximum.

A. Glass Type: GL-3 Tempered Insulating Glass Unit.


1. 1-inch thick unit. 2. Outer pane of 1/4-inch PPG Solarban® 70, Pacifica on exterior glass, Heat Strengthened

Glass.

a. Argon filled. b. VLT: 71 c. SHGC: 0.30 d. LSG Ratio: 2.37 e. PPG Solarban® 70 low e coating to be located on No.3 surface.

3. Inner pane of 1/4-inch Clear Heat Strengthened Glass: ASTM C1048, Kind HS, heat strengthened, uncoated, Type 1 transparent flat, Class 1 clear, Quality q3 glazing select.

END OF SECTION


SECTION 10 26 00

WALL AND CORNER PROTECTION PART 1 - GENERAL

1.01 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.02 SUMMARY

A. Section Includes:

1. Corner guards. 2. Wall covering.

B. Related Requirements:

1. Section 09 22 90 09 29 00"Gypsum Board" for partitions to receive corner guards

1.03 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, impact strength, dimensions of individual components and profiles, and finishes.

B. Samples for Verification: For each type of exposed finish on the following products, prepared on Samples of size indicated below:

1. Corner Guards: 12 inches long. Include example top caps.

1.04 INFORMATIONAL SUBMITTALS

A. Sample Warranty: For special warranty.

1.05 CLOSEOUT SUBMITTALS

A. Maintenance Data: For each type of wall and door protection product to include in maintenance manuals.

1. Include recommended methods and frequency of maintenance for maintaining best condition of corner guards under anticipated traffic and use conditions. Include precautions against using cleaning materials and methods that may be detrimental to finishes and performance


A. Store corner guards in original undamaged packages and containers inside well-ventilated area protected from weather, moisture, soiling, extreme temperatures, and humidity.

1. Maintain room temperature within storage area at not less than 70 deg F during the period plastic materials are stored.

2. Keep materials out of direct sunlight. 3. Store corner guard components for a minimum of 72 hours, or until metal material attains


a minimum room temperature of 70 deg F.

a. Store corner-guards in a vertical position.

1.07 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of corner protection units that fail in materials or workmanship within specified warranty period.

1. Failures include, but are not limited to, the following:

a. Structural failures including detachment of components from each other or from the substrates, delamination, and permanent deformation beyond normal use.

b. Deterioration of metals, metal finishes, and other materials beyond normal use.

2. Warranty Period: Five years from date of Substantial Completion.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Source Limitations: Obtain corner protection -protection products from single source from single manufacturer.

2.02 PERFORMANCE REQUIREMENTS

A. Surface Burning Characteristics: Comply with ASTM E 84 or UL 723; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

1. Flame-Spread Index: 25 or less. 2. Smoke-Developed Index: 450 or less.

2.03 CORNER GUARDS

A. Surface-Mounted, Metal Corner Guards (CG-1): Fabricated as one piece from formed or extruded metal with formed edges; with 90- or 135-degree turn to match wall condition. See sheet A800 Material Schedule - Interior Notes for location of corner guard at all non-tiled gypsum board corners..

1. Balco Inc.; www.balco.com. 2. Construction Specialties; www.csacrovyn.com. 3. InPro Corporation (IPC); www.inpro.com. 4. JL Industries Inc.; www.jlindustries.com. 5. Koffler; www.koffler.com, Basis of Design. 6. Koroguard Wall Protection Systems; www.koroguard.com. 7. Nystrom Inc.; www.nystrom.com. 8. Approved equivalent. 9. Material: Satin anodized aluminum.

a. Thickness: Minimum 1/8 inch. b. Finish: Directional satin, No. 4.

10. Wing Size: Nominal 1 by 1 inches. 11. Length: 48 inches. 12. Corner Radius: 0.125 inch. 13. Mounting: Adhesive.


2.04 ABUSE-RESISTANT WALL COVERINGS

A. Abuse-Resistant Sheet Wall Covering (WC-1): Fabricated from semi-rigid, plastic sheet wall-covering material.

1. Koroseal; www.koroseal.com. 2. Approved equivalent. 3. Size: 48 by 96 inches for sheet. 4. Sheet Thickness: 0.040 inch. 5. Color and Texture: Fusion Wall Protection + Digital Lab, custom pattern and colors to be

furnished by the Architect. 6. Height: As indicated. 7. Trim and Joint Moldings: Extruded rigid plastic that matches wall-covering color. 8. Mounting: Adhesive.

2.05 MATERIALS

A. Metal Materials: Stainless steel as described above.

B. Adhesive: As recommended by protection product manufacturer.

1. Low VOC Content with documentation.

2.06 FABRICATION

A. Fabricate wall and corner protection according to requirements indicated for design, performance, dimensions, and member sizes, including thicknesses of components.

B. Quality: Fabricate components with uniformly tight seams & joints & with exposed edges rolled. Provide surfaces free of wrinkles, chips, dents, uneven coloration, & other imperfections. Fabricate members & fittings to produce flush, smooth, and rigid hairline joints.

2.07 FINISHES

A. Protect finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping.

B. Appearance of Finished Work: Noticeable variations in same piece are not acceptable. Variations in appearance of adjoining components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast.

PART 3 - EXECUTION

3.01 EXAMINATION

A. Examine substrates and wall areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance of the Work.

B. Examine walls to which wall and door protection will be attached for blocking, grounds, and other solid backing that have been installed in the locations required for secure attachment of support fasteners.

1. For corner protection attached with adhesive, verify compatibility with and suitability of substrates, including compatibility with existing finishes or primers.

C. Proceed with installation only after unsatisfactory conditions have been corrected.


3.02 PREPARATION

A. Complete finishing operations, including painting, before installing wall and door protection.

B. Before installation, clean substrate to remove dust, debris, and loose particles.

3.03 INSTALLATION

A. Installation Quality: Install wall and corner protection according to manufacturer's written instructions, level, plumb, and true to line without distortions. Do not use materials with chips, cracks, voids, stains, or other defects that might be visible in the finished Work.

B. Mounting Heights: Install wall and corner protection in locations and at mounting heights indicated on Drawings. If not indicated on Drawings, install at heights indicated below:

1. Corner Guards: Mounting height to be installed at top of base.

3.04 CLEANING

A. Immediately after completion of installation, clean corner guards using a standard ammonia-based household cleaning agent.

B. Remove excess adhesive using methods & materials recommended in writing by manufacturer.

END OF SECTION

S S

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15

16

17

18

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EXIST. COL. TYP. U.N.OEXIST. TRENCH DRAIN (VERIFY)

1' - 0"20' - 7"

T.O.C = 100'-0"

EXIST. FTG. & FDN. WALL

T.O.C = 96'-0"

T.O.C = 95'-4 7/8"

T.O.C = 95'-1"

3

S500

TYP.

P.8

EXIST. COLUMN & FTG.



95' - 0"

15' - 8" 24' - 4" 26' - 4" 28' - 8"

13

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"6

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6' -

6"

3' -

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4' -

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15

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6

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2' - 6"6' - 9"

2' -

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6' -

2"

2' -

6"

EQUIPMENT PAD, SEE COORD. W/ MECH.

/2 S501

BID ALT. 2

9

S501

8" CMU W/ #5 @ 8" AT PIERS & #5 @ 32" ABOVE LINTELS

L3

L3

8

S511

8" CMU W/ #5 @ 8" AT PIERS & #5 @ 32" ABOVE LINTELS

FOUNDATION PLAN LEGEND

FX.X

FLOOR AND FOUNDATION PLAN NOTES1. SEE SHEET S001 FOR STRUCTURAL NOTES AND

ABBREVIATIONS.2. SEE SHEET S500 TYPICAL SLAB ON GRADE AND

FOUNDATION DETAILS.3. T.O. SLAB EL. = 100'-0" TYP. U.N.O.4. NEW FOOTINGS ADJACENT TO EXISTING FOOTINGS

SHALL HAVE MATCHING B.O.F. ELEVATIONS. NOTIFY ENGINEER IF FOOTING ELEVATIONS SHOWN DO NOT MATCH ADJACENT EXISTING FOOTINGS.

5. VERIFY SIZES AND LOCATIONS OF ALL C.O., F.D., H.D., P.W., AND V WITH MECHANICAL.

6. VERIFY SIZES AND LOCATIONS OF UNDERFLOOR DUCT BANK WITH ELECTRICAL.

7. FOR ALL SLAB AREAS TO RECEIVE MOISTURE SENSITIVE FINISHES, COORDINATE THE USE AND LOCATION OF VAPOR BARRIER(S) WITH ARCHITECTURAL.

8. VERIFY ALL FLOOR SLOPES AND SLAB DEPRESSIONS WITH ARCHITECTURAL AND MECHANICAL.

9. MAINTAIN SLAB THICKNESS THROUGH SLOPED AREAS OF THE SLAB.

10. ALL SPREAD FOOTINGS ARE TO BE CENTERED ON COLUMNS AND ALL STRIP FOOTINGS ARE TO BE CENTERED ON WALLS, U.N.O.

11. ALL STRIP FOOTING REINFORCEMENT TO RUN CONTINUOUS THROUGH SPREAD FOOTINGS.

12. VERIFY LOCATIONS AND INVERT ELEVATIONS OF PIPE & DUCT BANK PENETRATIONS THROUGH THE FOUNDATION WALL WITH MECHANICAL AND ELECTRICAL.

13. SEE DETAIL FOR ADDITIONAL REINFORCEMENT AROUND OPENINGS.

14. NEW OPENINGS IN FOUNDATION WALL SHALL BE NO LARGER THAN 18"x18" AND SHALL HAVE A MINIMUM OF 18" OF FOUNDATION WALL ABOVE THE OPENING. OPENINGS 10"-18" WIDE SHALL HAVE A MINIMUM OF 12" BETWEEN ADJACENT OPENINGS. OPENINGS 6-10" WIDE SHALL HAVE A MINIMUM OF 8" BETWEEN ADJACENT OPENINGS. OPENINGS UNDER 6" WIDE SHALL HAVE A MINIMUM OF 4" BETWEEN ADJACENT OPENINGS. SCAN WALL TO LOCATE EXISTING REINF. AND MINIMIZE THE NUMBER OF BARS CUT.

15. SEE ARCH. FOR INFILL SLAB LOCATIONS. INFILL SLAB SHALL MATCH THICKNESS OF EXISTING SLAB. PROVIDE FIBER REINF. IN SLABS 4" OR LESS AND #4 @ 12" E.W. IN SLABS THICKER THAN 4". SEE S101B FOR CONTRACTION JOINT INFO.

16. SEE DETAIL 7/S501 FOR SECTION AT EQUIPMENT PADS. SEE MECH. & ELEC. DRAWINGS FOR ADDITIONAL PADS IN AREA H.

CX

INDICATES R/C SPREAD FOOTING.SEE SHEET S500 FOR SCHEDULE.

INDICATES COLUMN.SEE SHEET S500 FOR SCHEDULE.

INDICATES APPROX. FOOTING STEP LOCATION, SEE

INDICATES APPROX. EXISTING FOOTING STEP LOCATION

INDICATES UNDERFLOOR PIPE OR CONDUIT. VERIFY SIZE AND LOCATION WITH MECHANICAL AND ELECTRICAL DRAWINGS.

INDICATES CMU WALL.

INDICATES CONCRETE WALL.

/12 S500

/9 S500

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DESIGNED DRAWN CHECKED

SIGNATURE:

PRINTED NAME:

LICENSE NO: DATE:

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651.292.4400Saint Paul, MN 55101444 Cedar Street, Suite 1500

tkda.com

I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION,OR REPORT WAS PREPARED BY ME OR UNDER MYDIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA

PLAN NORTH

A B

C D

ALL CONTRACTORS AND SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS BY MEASUREMENT

AT THE BUILDING AND/OR SITE

10

BAR IS ONE INCH ON ORIGINAL DRAWING. IF NOT ONE INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY.

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SAINT PAUL PUBLICSCHOOLS

DISTRICTSERVICEFACILITY

RENOVATION

St. Paul, MN 55101

1930 Como Avenue

12800.146

HEATHER ERICKSON

43388 02-20-2020

HMEMHMHME

CONSTRUCTION DOCUMENTS1/8" = 1'-0"S100D

1 FOUNDATION PLAN - AREA D

NO. DATE ISSUE RECORD

1 02-20-2020 CONSTRUCTION DOCUMENTS

2 03-20-2020 ADDENDUM 05

2

5/16" PLATE, 1/2" LESS THAN WALL WIDTH

W__BM., SEE SCHEDULE 3/16

3/8" TYPSET BACK

STL. BEAM & PLSEE PLAN OR LINTEL SCHEDULE

BRG. PL SEE LINTELSCHEDULE

SLIDING END FIXED END

GROUT MAS. FULL HT. OF OPENING PLUS 2 COURSES ATLINTEL BRG. SEE LINTEL SCHEDULE

BRG.

8" MIN.

CMU WALLSEE PLAN

MECH. OPG.COORD. W/ MECH.

L6x4x1/2 EACH SIDE FOR 12" CMU. L4x4x1/2 EACH SIDE FOR 8" CMU.

NOTE: PROVIDE 8" BRG. ON EXIST. WALL EA. END.GROUT SOLID MIN. 2 COURSES BENEATH LINTEL BRG.

LINTEL SCHEDULE

MARK BEAM SIZE BEARING PLATE SIZE DETAIL OPENING SIZE

L1 W8x15 7"x8"x3/8" 1/S511, 2/S511 UP TO 7'-0"

L2 (2) L6x4x1/2 N/A 3/S511 10" TO 2'-6"

NOTES:

1. GROUT 3 COURSES BELOW BEARING IN NEW OPENINGS IN EXISTING WALLS.

2. OPENINGS LESS THAN 10" DO NOT REQUIRE A LINTEL.

3. PROVIDE A MINIMUM OF 16" OF WALL BETWEEN OPENINGS UP TO 2'-6" WIDE AND A MINIMUM OF 32" OF WALL BETWEEN OPENINGS MORE THAN 2'-6" WIDE.

4. PROVIDE MINIMUM 8" BEARING FOR ALL LINTELS

L3 8" WIDE x 16" DEEP CMU

N/A 9/S511 UP TO 8'-0"

R/C SLAB ON STL. DECK, SEE PLAN

CONT. L5x5x5/16" HSS 12x3x1/4, SEE ARCH.

STL. BEAM, SEE PLAN

3/16 2-12

4"

1/4" END PLATE

3/8" STIFFENER PLATE

1/4

1/4


CONT. L5x5x5/16"

STL. BEAM, SEE PLAN

3/16 2-12

4"

9"EXIST. R/C SLAB (2)-5/8" Ø EXP. ANCHORS. SCAN SLAB TO AVOID REINF.

L3x3x5/16x0'-6"

L3x3x5/16x1'-0"

CONN. W/ VERT. SLOTTED HOLES & 1/2" Ø BOLTS. LOCATE AT 1/4 POINTS & ENDS

STL. BM., SEE PLAN

1/4


CONT. L5x5x5/16"

HSS 12x3x1/4, SEE ARCH.

STL. BEAM, SEE PLAN

3/16 2-12

4"

4"

1/4 4-12GUARDRAIL, SEE ARCH.

3/4"x7 1/2x7 1/2 TOP PL.

STL. COL. BEYOND, SEE PLAN

1/4" STIFFENERS AT COL. BRG.

5/16

#5 @ 8" O.C. PROVIDE MATCHING DWLS TO SLAB ADHESIVE ANCHORED W/ 4" EMBEDEXIST. R/C SLAB

(2)-#5

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S511

FLOOR DETAILS



RENOVATION

St. Paul, MN 55101

1930 Como Avenue

12800.146

HEATHER ERICKSON

43388 02-20-2020

HMEMHMHME



2 03-20-2020 ADDENDUM 05

1" = 1'-0"S511

1 LINTEL DETAILS3/4" = 1'-0"S511

2 LINTEL BEARING DETAIL3/4" = 1'-0"S511

3 MECH. OPENING LINTEL3/4" = 1'-0"S511

5 SECTION

3/4" = 1'-0"S511

6 SECTION AT SLAB EDGE3/4" = 1'-0"S511

7 PARTITION BEAM BRACE

3/4" = 1'-0"S511

4 SECTION

1" = 1'-0"S511

8 SECTION1" = 1'-0"S511

9 LINTEL DETAIL2

2

2

CR

AV

TV

S S

S SS

S S S

S SS

S S S

S S

S

WAP

WAP

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WAP

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WAP

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TV

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WAP

TV

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SC

F

F

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F F

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HC

HC

CR

CR

CR

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KEY

CR

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CR

OSMD

HC

IC

CR

D

D

F

J

J

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TSRQPONMLKJH

26

25

24

23

22

21

20

TRAINING

1103

REPRODUTION

1116

VESTIBULE

1112

OFFICE

1116B

OFFICE

1114A

COPY ROOM

1054

COPY ROOM

1107MECH.

1106

OFFICE

1131

OFFICE

1132

QUIET ROOM

1133

QUIET ROOM

1134

OPEN OFFICE

1140

OFFICE

1127

OFFICE

1128

OFFICE

1129

OFFICE

1130

OFFICE

1126

OFFICE

1125

OFFICE

1124

OFFICE

1123

CLOSET

1101A

RECEPTION

1000B

LOBBY

1000

MECHANICAL

1102B

STAIR

1000A

CONFERENCE

1121

MECH

1111

?

?

CORRIDOR

1100A

ELEC

1102A

CONFERENCE

1102

CORRIDOR

1100

LOADING DOCKS

1070

OFFICE

1101

COPY

1101B

MSB

1T51HP1

1LP2B

1LP2A

1LP5

1T2

1LP6 1LP7

H-LS-31HDP2

1

42" 42"

96"

1

1

RESTROOM

1120

STORAGE

1121A

STORAGE

1112

CORRIDOR

1100

ELEVATOR

1000C

1LDP2

L21

2

2

3

(2)

(2)

(2)

(2)

(2)(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2) (2)

(2)

(2)(2)

(2)

(2)

(2)

(2) (2)(2)

(2)

(2)(4)

(4)

(2)

(4)

(4)(2)

(0)

(2)

(0)

(0)(0)

(2) (2)

(0)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2) (2)

(2)

(2)

(2)

(2) (2)

(2) (2) (2)

(2) (2)

(2) (2)

(2)

(2)

(2)

(2) (2)

(2) (2)

(2) (2)

(2) (2)

(2) (2)

(2)

(2)

(2)

(2) (2) (2)

(2)(2) (2)

(2) (2) (2)

(2)

(2)(2)(2)

(2)(2)

96"

96"

96"

96" 96"

96"96"

96"

96"

96"

96"

96"

72"

1LP2A/ 1

1LP2A/ 3

1LP2A/ 5

1LP2A/ 7

1LP2A/ 9

1LP2A/ 11

1LP2A/ 13

1LP2A/ 13

1LP2A/ 13

1LP2A/ 15 1LP2A/ 15 1LP2A/ 15

1LP2A/ 17

1LP2A/ 17

1LP2A/ 2

1LP2A/ 2

1LP2A/ 4

1LP2A/ 4

1LP2A/ 4

1LP2A/ 6 1LP2A/ 6 1LP2A/ 6

1LP2A/ 81LP2A/ 8

TRAINING

1104

CONF.

1105

1LP2A/ 19

1LP2A/ 21

1LP2A/ 23

1LP2A/ 25

1LP2A/ 27

1LP2A/ 29

1LP2A/ 31

1LP2A/ 31

1LP2A/ 31

1LP2A/ 33

1LP2A/ 33

1LP2A/ 35 1LP2A/ 35

1LP2A/ 35

1LP2A/ 37

1LP2A/ 37

1LP2A/ 37

1LP2A/ 10

1LP2A/ 101LP2A/ 10

1LP2A/ 10

1LP2A/ 10

44"

44"

44"

1LP2A/ 12

1LP2A/ 32

96"

1LP2A/ 14

1LP2A/ 14

1LP2A/ 14

1LP2A/ 16

1LP2A/ 16

1LP2A/ 16

1LP2A/ 18

1LP2A/ 18

1LP2A/ 20

1LP2A/ 20

1LP2A/ 22

1LP2A/ 22

1LP2A/ 24

1LP2A/ 24

1LP2A/ 26 1LP2A/ 28

44" 44" 44" 44"

1LP2A/ 30 1LP2A/ 30 1LP2A/ 30 1LP2A/ 30

1LP2A/ 30

1LP5/ 6,8 1LP5/ 2,4

1LP5/ 10,12

1LP5/ 9,11

1LP5/ 14,16

1LP5/ 13,15

1LP5/ 27

1LP5/ 27

1LP5/ 27

1LP5/ 27

1LP5/ 201LP5/ 20

1LP5/ 20

1LP5/ 20

1LP5/ 29

1LP5/ 29

1LP5/ 29

1LP5/ 29

1LP5/ 22

1LP5/ 22

1LP5/ 22

1LP5/ 22

1LP5/ 31

1LP5/ 31

1LP5/ 31

1LP5/ 31

1LP5/ 24

1LP5/ 24

1LP5/ 24

1LP5/ 24

1LP5/ 33

1LP5/ 331LP5/ 33

1LP5/ 33

1LP5/ 26

1LP5/ 26

1LP5/ 26

1LP5/ 26

1LP5/ 35

1LP5/ 35

1LP5/ 35

1LP5/ 35

1LP5/ 35

1LP5/ 28

1LP5/ 28

1LP5/ 28

1LP5/ 28

1LP5/ 28

1LP5/ 28

1LP6/ 1 1LP6/ 1

1LP6/ 1

1LP6/ 2

1LP6/ 21LP6/ 2

1LP6/ 31LP6/ 3

1LP6/ 4

1LP6/ 4

1LP6/ 4

ELEC.

1111A

1LP6/ 5

1LP6/ 5

1LP6/ 51LP6/ 5

1LP6/ 5

1LP6/ 5

1LP6/ 5

1LP6/ 6

1LP6/ 6

1LP6/ 6

1LP6/ 6

1LP6/ 6

1LP6/ 61LP6/ 7 1LP6/ 7

1LP6/ 71LP6/ 7

1LP6/ 7

1LP6/ 8

1LP6/ 8

1LP6/ 8

1LP6/ 81LP6/ 9

1LP6/ 9

1LP6/ 9 1LP6/ 9

1LP6/ 9

1LP6/ 10

1LP6/ 111LP6/ 11

1LP6/ 12

1LP6/ 12

1LP6/ 12

1LP6/ 12

1LP6/ 13

1LP6/ 13

1LP6/ 13

1LP6/ 13

1LP6/ 14

1LP6/ 14

1LP6/ 14 1LP6/ 15

1LP6/ 15

1LP6/ 15

FAAP4

(2)

(2)

5

6

6

7

6

6

6

6

6

6

8

8

(0)

(0)(0)

(0)

(0)

1LP2B/ 9

1LP2B/ 9

1LP2B/ 21LP2B/ 2

1LP2B/ 11

1LP2B/ 11

1LP2B/ 11

T-ONE

1HP4

AHU-5 VFD

104

1LP2A/ 34

1LP6/ 5

1LP6/ 5

MECH.

1142HWP-2

B-1

HWP-1

DSCLP-ONE

10

S

S

S

1LP2A/ 34

1LP2A/ 34

XP

PB-H11 PB-104

PB-H1B

1112

13

14

MATCHLINEMATCHLINE

AHU-1

9

CUH-1

CUH-2

DO-1A

DO-1B

72"

(0)(0)

15

16

(0) 1LP2A/ 27

(2) 1LP2A/ 2

(2)

(2)

17

18

LP-ONE

1LP2B/ 8

1LP2B/ 8

1LP2B/ 8

ELECTRONIC DOOR HARDWARE 19

ELECTRONIC DOOR HARDWARE 19

2

1LP5/ 17,19

1LP5/ 21,23

1LP5/ 32,34

3

3

3

3

3 3

3

3

3

GENERAL NOTES

A. COORDINATE EXACT LOCATION OF RECEPTACLES AND JUNCTION BOXES SERVING MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS PRIOR TO ROUGH IN. COORDINATE LOCATION AND MOUNTING HEIGHT IN FIELD WITH MECHANICAL CONTRACTOR AND MANUFACTURER'S INSTALLATION MANUAL.

B. CARD READERS SHOWN SHALL INCLUDE RECESSED DOOR CONTACTS, ELECTRIC STRIKE AND INTEGRAL REQUEST TO EXIT.

C. DOOR CONTACTS SHOWN SHALL BE RECESSED, INSTALLED AT TOP OF DOOR (LATCH SIDE). ALIGN CONTACTS TO AVOID FALSE ALARM. ALL WIRING SHALL BE CONCEALED AND INSTALLED IN CONDUIT. POPITS SHALL BE INSTALLED WITHING JUNCTION BOXES AND LABELED WITH POPIT NUMBER AND ADDRESS. INTERFACE WITH BOSCH SYSTEM.

D. UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 80 CONDUIT UNLESS OTHERWISE NOTED.

E. ADA MOTORIZED DOOR(S) AND CONTROLLER(S) SHALL BE DISABLED WHEN "LOCKDOWN" FEATURE IS ACTIVATED.

F. REFER TO E101N AND E101S FOR SECURITY CAMERA LOCATIONS. REFER TO SECURITY SPECIFICATIONS FOR DETAILS AND FURTHER INFORMATION.

G. REFER TO DIVISION 27 FOR WORK RELATING TO A/V, DATA AND ROUGH IN REQUIREMENTS.

H. SECURITY CAMERAS AND WIFI ACCESS POINTS IN OPEN CEILING SPACES SHALL BE SECURED TO STRUCTURE WITH UNISTRUT AND SUSPENDED DOWN TO LIGHT FIXTURE HEIGHT WITH REDIROD. PROVIDE CONDUIT AND 2 GANG BOX SECURED TO REDIROD AS REQUIRED FOR ROUGH IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR LIGHT FIXTURE HEIGHTS.

I. SPEAKER SHOWN ARE FOR LOCAL A/V SYSTEM.

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E121B

ELECTRICAL POWER& SYSTEMS PLAN

FIRST FLOOR AREA B



RENOVATION

SAINT PAUL, MN 55108

1930 COMO AVENUE

12800.146

RANDALL A. JACOBS

25414 02-20-2020

RAJFTPFTP

CONSTRUCTION DOCUMENTS1/8" = 1'-0"E121B

1 FIRST FLOOR ELECTRICAL POWER & SYSTEMS PLAN - AREA B

KEYNOTES

12 INSTALL SALVAGED 2N HELIOS IP FORCE FOUR BUTTONINTERCOM/CAMERA SYSTEM ON NEW PEDESTAL AND INTEGRATE INTOTHE BUILDING'S NETWORK. THE SYSTEM'S COMMUNICATION SHALL BE VIACISCO PHONE, FOR NOTIFICATION TO THE FOLLOWING DEPARTMENTS:FRONT SECURITY DESK, DISTRIBUTION SERVICES, NUTRITION SERVICES,FACULTY ADMINISTRATION. PROVIDE 3/4" SCHEDULE 80 PVC CONDUITUNDERGROUND.

13 INSTALL SALVAGED BOSCH SECURITY KEYPAD AND LENEL CARD READERSYSTEM.

14 PROVIDE NEW CARD READER AND SALVAGED ADA DOOR OPERATOR PUSHPLATE MOUNTED ON NEW PEDESTAL {REFER TO ARCHITECTURALDRAWINGS FOR PEDESTAL INFORMATION} FOR THE CONTROL OF LOBBY#1000 EXTERIOR DOOR. INTEGRATE INTO THE EXISTING LENEL ACCESSCONTROLS SYSTEM. PROVIDE 1" SCHEDULE 80 PVC CONDUITUNDERGROUND.

15 PROVIDE (3) 4" EMPTY CONDUIT SLEEVES FOR CAT6A CABLESORIGINATING FROM POKE THRU'S IN OPEN OFFICE 2200 (2ND FLOOR AREAB). INSTALL CONDUIT AT APPROXIMATELY 10'-0" AFF. COORDINATE EXACTLOCATION IN FIELD.

16 CONTINUE (3) 4" CONDUITS UP THROUGH SECOND FLOOR CHASE ANDSTUB UP INTO ACCESSIBLE CEILING SPACE OF ROOM 2117. REFER TOSHEET E221B.

17 PROVIDE 1 1/2" EMPTY CONDUIT FROM COMMUNICATION COMPARTMENTIN FLOOR BOX AS SHOWN. CONTINUE CONDUIT UP INSIDE CHASE ANDSTUB OUT ABOVE ACCESSIBLE CEILING SPACE FOR FUTURE CATEGORYCABLE. (TYPICAL)

18 (4) 4" CONDUIT STUB UPS FROM FLOOR BELOW FOR CAT6A CABLES. STUBINTO ACCESSIBLE CEILING SPACE.

19 REFER TO DETAIL 1/E500.

KEYNOTES

1 PROVIDE GFCI RECEPTACLE FOR SENSORED FAUCET. TYPICAL

2 PROVIDE FLOOR BOX WITH RECESSED DEVICES, (LEGRAND RFB2E-OGWITH TWO INTERNAL DUPLEX RECEPTACLE BRACKETS RFB6DP AND 6CTC2COVER ASSEMBLY. ONE DUPLEX BRACKET FOR POWER (RECEPTACLE)AND ONE DUPLEX BRACKET FOR DATA (COMMUNICATIONS). COVERCOLOR TO BE DETERMINED BY ARCHITECT.). TYPICAL OF FLOOR BOXES INCONFERENCE AND TRAINING ROOMS.PROVIDE 1 1/4" CONDUIT FROMCOMMUNICATION COMPARTMENT UP TO ACCESSIBLE CEILING SPACE FORCAT6A CABLES AS REQUIRED.

3 PROVIDE ROUND DUAL SERVICE NON-METALLIC CONCRETE FLOOR BOX(LEGRAND RPNFB) AND MULTIPLE SERVICE FURNITURE FEED FLOOR BOXCOVER KIT (LEGRAND RP4FFCTC15 - COVER COLOR TO BE DETERMINEDBY ARCHITECT). TYPICAL OF FLOOR BOXES IN OPEN OFFICE. PROVIDE 11/2" CONDUIT FROM COMMUNICATION COMPARTMENT UP TO ACCESSIBLECEILING SPACE IN ROOM FOR CAT6A CABLES AS REQUIRED.

4 INSTALL SALVAGED FIRE ALARM ANNUNCIATOP PANEL (SALVAGED FROMAREA H). MAKE CONNECTION AS REQUIRED TO FIRE ALARM SYSTEM.

5 PROVIDE 2 GANG MUD RING TO EXISTING JUNCTION BOX, ADD 3/4"CONDUIT FROM TOP OF JUNCTION BOX TO ACCESSIBLE CEILING SPACEABOVE. DEBUR AND BUSH CONDUIT END TO PROTECT COMMUNICATIONSCABLES.

6 PROVIDE 2 GANG MUD RING TO EXISTING JUNCTION BOX FOR ADDITIONALRJ45 JACK AND CAT6 CABLE.

7 REPLACE EXISTING BACK BOX WITH 2 GANG BOX AND 3/4" CONDUIT UP TOACCESSIBLE CEILING SPACE (DEBUR AND BUSH END). PROVIDE 2 GANGMUD RING.

8 PROVIDE 2 GANG BOX CONNECTED TO BOTTOM OF EXISTING JUNCTIONBOX, PROVIDE 2 GANG MUDRING.

9 PROVIDE SILENT ALARM DURESS / PANIC BUTTON WITH MOMENTARYOPERATION MOUNTED TO UNDERSIDE OF SECURITY DESK. BOSCHND-100-GLT AND INTEGRATE TO THE LENEL ACCESS CONTROL SYSTEMFOR LOCKDOWN OPERATIONS.

10 PROVIDE (3) 2" CONDUITS FROM HANDHOLE STUBBED INTO ELECTRICALROOM FOR FUTURE USE.

11 PROVIDE OPEN BOTTOM HANDHOLE 20K LOAD RATING (QUAZITESTRONGWELL STYLE 'PG' OR APPROVED EQUAL). 24X24X12. FORCONNECTION TO SITE LIGHTING & FUTURE ELECTRICAL. SEE SHEET E100FOR FURTHER INFORMATION.



2 03-17-2020 ADDENDUM NO. 2

3 03-20-2020 ADDENDUM NO. 5

2

2

WAP

TV

SC AV

SC

AV

S

SC

AV

SC

WAP

WAP

WAP

WAP

TV

WAPWAP

WAP WAP

WAP

WAP

AVS S

S S

SS

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F

WAPWAP

WAP

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TSRQPONMLKJHG

26

25

24

23

22

21

20

OPEN OFFICE

2100

QUIET ROOM

2102

COFFEE

2117

ELEC.

2115

DATA

2116

OFFICE

2113

OFFICE

2112

OFFICE

2111

OFFICE

2110

OFFICE

2109

CONFERENCE

2108

OFFICE

2123

OFFICE

2122

OFFICE

2121

OFFICE

2120

OFFICE

2119

OPEN OFFICE

2200

STAIR

2201

OFFICE

2202

OFFICE

2203 OFFICE

2204

OFFICE

2205

OFFICE

2206

USB

USB USB

USB

USBUSB

USB

USB

USB

USB

USB

GFI

GFI

GFI

MAINTENANCE

2106

MOTHERS RM

2107

CONFERENCE

2105

CONFERENCE

2104

CONFERENCE

2101 OFFICE

2124

GFI

QUIET ROOM

2103

ELEV

1000C

96"

96"

96"

96"

60" 60"

44"44"

44"

44"

44"

44"

2LP1B

2LP1A

44"

USB

44"

44" 60"

60"

44"

44"44"

44"

1

2

GFI

3

3

4

5

5

(2)

(2)

(2)

(2)

(2)

(2) (2)

(2) (2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)(2)

(2)(2)

(2)(2)

(2)(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2) (2) (2)

(2)(2) (2)

(2)

(2)

(2)

(2)

(2) (2)

(2) (2)

(2)(2)

(2)(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)(2)

(2)

(2)

(2) (2) (2) (2) (2)

(2)

(2) (2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)(2) (2) (2) (2)

(2)

(2)

(2)

(2)

(2)

(2)(2)

(2)(2)(2)(2)

(2) (2)

(2)

(2)(2)

(2)(2)(2)

(2)

(2)

(2)

(2)

(2) (2)

(2) (2)

(2) (2)

(2) (2) (2)

(2)(2)

(2)(2)

(2)

(2)

(2)

(2)(2)

(2)(2)

(2)

(2)

(2)

(2)(2)(2)

(2)(2)

(2)

(2)(2)

(2)

(2)(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

(2)

96"

96"

(2)

(2)

2LP1A/ 1,3

2LP1A/ 5,7 2LP1A/9,11

2LP1A/13,15

2LP1A/17,19

2LP1A/21,23

2LP1A/25,27 2LP1A/

29,31

2LP1A/33,35

2LP1A/37,39

2LP1A/10,12

2LP1A/14,162LP1A/ 2,4 2LP1A/ 6,8

2T1

2HP1 2LP1C

2LP1A/ 26

2LP1A/ 26

2LP1A/ 26

2LP1A/ 26

2LP1A/ 26

2LP1A/ 28

2LP1A/ 28

2LP1A/ 28

2LP1A/ 28

2LP1A/ 28

2LP1A/ 30

2LP1A/ 30

2LP1A/ 30

2LP1A/ 302LP1A/ 30

2LP1B/ 12LP1B/ 1

2LP1B/ 1

2LP1B/ 1

2LP1B/ 1

2LP1B/ 2

2LP1B/ 2

2LP1B/ 2

2LP1B/ 2

2LP1B/ 3

2LP1B/ 3

2LP1B/ 3

2LP1B/ 3

2LP1B/ 4

2LP1B/ 4

2LP1B/ 4

2LP1B/ 4

2LP1B/ 5

2LP1B/ 5

2LP1B/ 5

2LP1B/ 5

2LP1B/ 6

2LP1B/ 6

2LP1B/ 6

2LP1B/ 6

2LP1B/ 7

2LP1B/ 7

2LP1B/ 7

2LP1B/ 8

2LP1B/ 8

2LP1B/ 8

2LP1B/ 8

2LP1B/ 8

2LP1B/ 9

2LP1B/ 9

2LP1B/ 9 2LP1B/ 9

2LP1B/ 10

2LP1B/ 10

2LP1B/ 10

OPEN OFFICE

2100

2LP1B/ 11

2LP1B/ 11

2LP1B/ 11

2LP1B/ 11

2LP1B/ 11

2LP1B/ 11

2LP1B/ 12 2LP1B/ 12

2LP1B/ 122LP1B/ 122LP1B/ 13

2LP1B/ 13

2LP1B/ 13

2LP1B/ 13

96"

96"

2LP1B/ 14 2LP1B/ 14

2LP1B/ 14

2LP1B/ 14

2LP1B/ 15 2LP1B/ 15

2LP1B/ 15

2LP1B/ 15

2LP1B/ 14

2LP1B/ 16

2LP1B/ 16

2LP1B/ 16

2LP1B/ 17

2LP1B/ 17

2LP1B/ 18

2LP1B/ 18

2LP1B/ 19 2LP1B/ 20

2LP1B/ 16

2LP1B/ 166

2LP1B/ 21

2LP1B/ 22

2LP1B/ 23

2LP1B/ 24

2LP1B/ 25

2LP1B/ 25

2LP1B/ 26

2LP1B/ 27

2LP1B/ 28

2LP1B/ 29

2LP1B/ 30

2LP1C/ 1

2LP1C/ 12LP1C/ 1

2LP1C/ 1

2LP1C/ 22LP1C/ 2

2LP1C/ 2

2LP1C/ 2

2LP1C/ 3

2LP1C/ 32LP1C/ 3

2LP1C/ 3

2LP1C/ 4

2LP1C/ 4

2LP1C/ 4

2LP1C/ 4

2LP1C/ 5

2LP1C/ 5

2LP1C/ 5

2LP1C/ 5

2LP1C/ 6

2LP1C/ 6

2LP1C/ 6

2LP1C/ 6

2LP1C/ 8

2LP1C/ 8

2LP1C/ 8

2LP1C/ 8

2LP1C/ 7

2LP1C/ 7

2LP1C/ 7

2LP1C/ 7

2LP1C/ 92LP1C/ 9

2LP1C/ 9

2LP1C/ 9

2LP1C/ 10

2LP1C/ 10

2LP1C/ 10

2LP1C/ 10 2LP1C/ 11

2LP1C/ 11

2LP1C/ 11

2LP1C/ 11

2LP1C/17,19

2LP1C/25,27

2LP1C/33,35

2LP1C/20,22

2LP1C/24,26

2LP1C/40,42

2LP1C/ 30

2LP1C/ 30

2LP1C/ 302LP1C/ 30

2LP1C/ 32

2LP1C/ 322LP1C/ 32

2LP1C/ 32

2LP1C/ 32

2LP1C/ 34

2LP1C/ 342LP1C/ 34

2LP1C/ 34

2LP1C/ 34

2LP1C/12,14

(2) (2)

(2)

2T2

44"

RESTROOM

2118

2

TYP

TYP

TF-2

7

2

2

2

2LP1B/ 7

22

2

3

33 3

3

3

3

33 3 3

2LP1C/13,15

2LP1C/16,18

2LP1C/21,23

2LP1C/36,38

2LP1C/29,313

3

3

3

33

3

33

333

3

GENERAL NOTES

A. COORDINATE EXACT LOCATION OF RECEPTACLES AND JUNCTION BOXES SERVING MECHANICAL EQUIPMENT REQUIRING ELECTRICAL CONNECTIONS PRIOR TO ROUGH IN. COORDINATE LOCATION AND MOUNTING HEIGHT IN FIELD WITH MECHANICAL CONTRACTOR AND MANUFACTURER'S INSTALLATION MANUAL.

B. CARD READERS SHOWN SHALL INCLUDE RECESSED DOOR CONTACTS, ELECTRIC STRIKE AND INTEGRAL REQUEST TO EXIT.

C. DOOR CONTACTS SHOWN SHALL BE RECESSED, INSTALLED AT TOP OF DOOR (LATCH SIDE). ALIGN CONTACTS TO AVOID FALSE ALARM. ALL WIRING SHALL BE CONCEALED AND INSTALLED IN CONDUIT. POPITS SHALL BE INSTALLED WITHING JUNCTION BOXES AND LABELED WITH POPIT NUMBER AND ADDRESS. INTERFACE WITH BOSCH SYSTEM.

D. UNDERGROUND CONDUITS SHALL BE PVC SCHEDULE 80 CONDUIT UNLESS OTHERWISE NOTED.

E. ADA MOTORIZED DOOR(S) AND CONTROLLER(S) SHALL BE DISABLED WHEN "LOCKDOWN" FEATURE IS ACTIVATED.

F. REFER TO E101N AND E101S FOR SECURITY CAMERA LOCATIONS. REFER TO SECURITY SPECIFICATIONS FOR DETAILS AND FURTHER INFORMATION.

G. REFER TO DIVISION 27 FOR WORK RELATING TO A/V, DATA AND ROUGH IN REQUIREMENTS.

H. SECURITY CAMERAS AND WIFI ACCESS POINTS IN OPEN CEILING SPACES SHALL BE SECURED TO STRUCTURE WITH UNISTRUT AND SUSPENDED DOWN TO LIGHT FIXTURE HEIGHT WITH REDIROD. PROVIDE CONDUIT AND 2 GANG BOX SECURED TO REDIROD AS REQUIRED FOR ROUGH IN. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR LIGHT FIXTURE HEIGHTS.

I. SPEAKER SHOWN ARE FOR LOCAL A/V SYSTEM.

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E221B

ELECTRICAL POWER& SYSTEMS PLAN

SECOND FLOORAREA B



RENOVATION


1930 COMO AVENUE

12800.146

RANDALL A. JACOBS

25414 02-20-2020

RAJFTPFTP

CONSTRUCTION DOCUMENTS

1/8" = 1'-0"E221B

1 SECOND FLOOR POWER & SYSTEMS PLAN AREA B

KEYNOTES

1 PROVIDE GFCI 20A/1P CIRCUIT BREAKER AT PANELBOARD, FORRECEPTACLE SERVING ELECTRIC WATER COOLERS.

2 PROVIDE GFCI RECEPTACLE FOR SENSORED FAUCET. TYPICAL

3 PROVIDE GFCI CIRCUIT BREAKER AT PANELBOARD FORRECEPTACLE SERVING VENDING MACHINE OR REFRIGERATOR.

4 PROVIDE 6" POKE THRU WITH RECESSED DEVICES, (LEGRAND6ATC2P SERIES WITH TWO PREWIRED DUPLEX RECEPTACLE AND6DP DUPLEX COVERPLATE FOR CENTER ASSEMBLY. CENTERDUPLEX COVERPLATE FOR TWO CAT6 CABLES AND TWO RJ45JACKS. COVER COLOR TO BE DETERMINED BY ARCHITECT.).TYPICAL OF POKE THRUS IN CONFERENCE ROOMS.

5 PROVIDE 4" ROUND POKE THRU FOR FLUSH FURNITURE FEED(LEGRAND 4FFATC15 SERIES) POKE THRU ASSEMBLY SHALL COMECOMPLETE WITH ONE PIECE FINISH FLNGE AND CONDUITASSEMBLY CONSITING OF ONE 3/4" TRADE SIZE CONDUIT AND ONE1 1/2" TRADE SIZE CONDUIT AND CORRESPONDING SCREW PLUGS -COVER COLOR TO BE DETERMINED BY ARCHITECT). TYPICAL OFPOKE THRUS IN OPEN OFFICE

6 PROVIDE RECEPTACLE MOUNTED TO CABLETRAY ABOVE I.T. RACK.TYPICAL OF THREE.

7 (3) 4" CONDUIT STUB UPS FROM FLOOR BELOW FOR CAT6ACABLES. STUB INTO ACCESSIBLE CEILING SPACE.



2 03-17-2020 ADDENDUM NO. 2

3 03-20-2020 ADDENDUM NO. 5

pasnof

Architect

F

TSRQPONMLKJ

26

25

24

23

22

21

20

19

18A

CH-1

RTU-1

CWP-1CWP-2

EF-1 EF-2

GFCIWP

DS-RTU-1

WP

DS-CWP-2

VFD-CWP-2

DS-CWP-1

VFD-CWP-1

2LP1B/ 31

DS-CH-1

EF-3

D

3

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Saint Paul, MN 55101444 Cedar Street, Suite 1500

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E300

ROOF POWER ANDSYSTEMS PLAN



RENOVATION


1930 COMO AVENUE

12800.146

RANDALL A. JACOBS

25414 02-20-2020

RAJFTPFTP



3 03-20-2020 ADDENDUM NO. 5

1/8" = 1'-0"E300

1 ROOF ELECTRICAL POWER & SYSTEMS PLAN

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E400

SCHEDULES



RENOVATION


1930 COMO AVENUE

12800.146

RANDALL A JACOBS

25414 02-20-2020

RAJFTPFTP




3 03-20-2020 ADDENDUM NO. 5

MOTOR AND EQUIPMENT SCHEDULE

EQUIP. NO. DESCRIPTION LOCATION

ELECTRICAL DATA

POWER CONDUIT AND WIREPOWERSOURCE CKT. NO.

POWERDISCONNECT

BYDISCONNECT

TYPECONTROLLER

BY CONTROLLER TYPE COMMENTSVOLTS PH LOAD HP FLA

JP JOCKEY PUMP Level 1 480 V 3 6318 VA 5 HP 8 A (3/4'')C-3#12 & 1#12 GND 1GHDP1 7 EXISTING - EXISTING -

FIRE PUMP FIRE PUMP Level 1 480 V 3 79811 VA 75 HP 96 A (1-1/4'')C-3#1 & 1#6 GND EXISTING - EXISTING - DIRECT CONNECTION TO UTILITY SOURCE VIACONNECTION CABINET

CH-1 AIR-COOLED CHILLER Roof 480 V 3 115892 VA 139 A (2-1/2'')C-3#350 & 1#3 GND MSB 13 MFG - MFG -

RTU-1 RTU-1 Roof 480 V 1 43231 VA 40 HP 52 A (3/4'')C-3#6 & 1#8 GND 1HDP2 11 MFG SINGLE POINT CONNECTION

AC-1 SPLIT SYSTEM AC UNIT FIRST FLOOR POWER PLAN 208 V 1 125 VA 1 HP 1 A (3/4'')C-2#12 & 1#12 GND 1LP1 20,22 26 NFS

AC-2 SPLIT SYSTEM AC UNIT FIRST FLOOR POWER PLAN 208 V 1 208 VA 1 HP 1 A (3/4'')C-2#12 & 1#12 GND 1LP1 19,21 26 NFS

ERV-1 ENERGY RECOVERY VENTILATOR FIRST FLOOR POWER PLAN 208 V 1 354 VA 1/4 HP 2 A (3/4'')C-2#12 & 1#12 GND 1LP1 1,3 26 NFS

CWP-1 CHILLED WATER PUMP Roof 480 V 3 6318 VA 5 HP 8 A (3/4'')C-3#12 & 1#12 GND 2HP1 2,4,6 26 NFS 26 VFD

CWP-2 CHILLED WATER PUMP Roof 480 V 3 6318 VA 5 HP 8 A (3/4'')C-3#12 & 1#12 GND 2HP1 8,10,12 26 NFS 26 VFD

HWP-2 HEATING WATER PUMP FIRST FLOOR POWER PLAN 480 V 3 1746 VA 1 HP 2 A (3/4'')C-3#12 & 1#12 GND 1HP4 18,20,22 26 NFS 26 VFD

HWP-1 HEATING WATER PUMP FIRST FLOOR POWER PLAN 480 V 3 1746 VA 1 HP 2 A (3/4'')C-3#12 & 1#12 GND 1HP4 18,20,22 26 NFS 26 VFD

B-1 BOILER #1 FIRST FLOOR POWER PLAN 120 V 1 1176 VA 1/2 HP 10 A (3/4'')C-2#12 & 1#12 GND 1LP6 16 26 NFS

B-2 BOILER #2 FIRST FLOOR POWER PLAN 120 V 1 1176 VA 1/2 HP 10 A (3/4'')C-2#12 & 1#12 GND 1LP6 17 26 NFS

EF-1 RESTROOM EXHAUST FAN Roof 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 2LP1B 31 26 NFS

ACCU-3 CONDENSING UNIT FOR FCU-1 FIRST FLOOR POWER PLAN 208 V 1 6406 VA 5 HP 31 A (3/4'')C-2#8 & 1#10 GND 1LP3 13,15 26 NFS

ACCU-2 SPLIT SYSTEM CONDENSING UNIT Level 1 208 V 1 6406 VA 5 HP 31 A (3/4'')C-2#8 & 1#10 GND 1LP1 19,21 26 NFS

ACCU-1 SPLIT SYSTEM CONDENSING UNIT Level 1 208 V 1 2746 VA 2 HP 13 A (3/4'')C-2#10 & 1#10 GND 1LP1 20,22 26 NFS

EF-2 RESTROOM EXHAUST FAN Roof 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 2LP1B 31 26 NFS

SC1 SECTIONAL DOOR FIRST FLOOR POWER PLAN 208 V 3 1261 VA 3/4 HP 4 A (3/4'')C-3#12 & 1#12 GND L-25 21,23,25 26 NFS MFG -

CD2 COILING DOOR FIRST FLOOR POWER PLAN 208 V 3 865 VA 1/2 HP 2 A (3/4'')C-3#12 & 1#12 GND L-25 21,23,25 26 NFS MFG -

CD1 COILING DOOR FIRST FLOOR POWER PLAN 208 V 3 865 VA 1/2 HP 2 A (3/4'')C-3#12 & 1#12 GND L-25 21,23,25 26 NFS MFG -

DL1 DOCK LEVELER FIRST FLOOR POWER PLAN 120 V 1 1176 VA 1/2 HP 10 A (3/4'')C-2#12 & 1#12 GND L-25 27 26 RECEPTACLE

GO-1 GATE OPERATOR MAIN ROOF 480 V 3 6318 VA 5 HP 8 A (3/4'')C-3#12 & 1#12 GND

FCU-1 FAN COIL UNIT FIRST FLOOR POWER PLAN 480 V 3 1746 VA 1 HP 2 A (3/4'')C-3#12 & 1#12 GND 1HP2 2,4,6 26 NFS

AHU-1 EXISTING AIR HANDLING UNIT FIRST FLOOR POWER PLAN 480 V 3 17459 VA 15 HP 21 A (3/4'')C-3#10& 1#10 GND 1HP4 24,26,28 EXISTING

UH-1 EXISTING UNIT HEATER FIRST FLOOR POWER PLAN 120 V 1 1176 VA 1/2 HP 10 A (3/4'')C-2#12 & 1#12 GND 26 NFS

CR-1 CONDENSATE PUMP FIRST FLOOR POWER PLAN 120 V 1 1176 VA 1/2 HP 10 A (3/4'')C-2#12 & 1#12 GND 1LP3 12 26 NFS

CUH-1 CABINET UNIT HEATER FIRST FLOOR POWER PLAN 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 1LP2B 4 26 NFS

CUH-2 CABINET UNIT HEATER FIRST FLOOR POWER PLAN 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 1LP6 18 26 NFS

SF-1 ELECTRICAL ROOM VENTILATION Level 1 120 V 1 696 VA 1/4 HP 6 A (3/4'')C-2#12 & 1#12 GND 1LP3 14 26 NFS

SF-2 ELECTRICAL ROOM VENTILATION FIRST FLOOR POWER PLAN 120 V 1 696 VA 1/4 HP 6 A (3/4'')C-2#12 & 1#12 GND 1LP1 5 26 NFS

TF-1 TRANSFER FAN TF-1 FIRST FLOOR POWER PLAN 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 1LP6 19 26 NFS

TF-2 TRANSFER FAN TF-2 SECOND FLOOR 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 2LP1B 32 26 NFS

EF-3 JANITOR EXHAUST FAN Roof 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 2LP1B 33 26 NFS

DO-1A DOOR OPERATOR FIRST FLOOR POWER PLAN 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 1LP2B 6 MFG

DO-1B DOOR OPERATOR FIRST FLOOR POWER PLAN 120 V 1 528 VA 1/6 HP 4 A (3/4'')C-2#12 & 1#12 GND 1LP2B 6 MFG

BATTERY DISCONNECTED ON ANY PANEL X X X X

LOW BATTERY ON ANY PANEL X X X X

INCOMING POWER FAILUTE X X X X

OPENS / GROUNDS ON WIRING TO ANY... X X X X

OTHER CONDITIONS

SPRINKLER TAMPER SWITCH X X X X

SPRINKLER WATERFLOW X X X X X X X X

SPRINKLER SYSTEM MONITORING

PRE-RECORDED MESSAGE BUTTON ON FACP... X X X

LOCKDOWN MODE PUSH BUTTON X X X

SMOKE DETECTOR AT MAGNETIC DOOR... X X X X X X X

SMOKE DETECTOR IN ELECTRICAL ROOM X X X X X X X X

DUCT SMOKE DETECTOR AT FIRE SMOKE... X X X X X

DUCT SMOKE DETECTOR AT AHU X X X X X

SPECIALITY INITIATING DEVICE

HEAT DETECTOR X X X X X X X

GENERAL SMOKE DETECTOR X X X X X X X

MANUAL PULL STATION X X X X X X X

GENERAL INITIATING DEVICE

FIRE ALARM

SEQUENCE OF OPERATION

AN

NU

NC

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EQ

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ME

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CO

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- A

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ICE

1. TRANSFORMERS SHALL BE STACKED. PROVIDE UNISTRUT MOUNTING PLATFORM.2. SINGLE-PHASE

NOTES:

2T2 ELECT ROOM 2115 45kVA 480V 120/208V EE GENERAL PURPOSEPLATFORM

VENTILATED 1

2T1 ELECT ROOM 2115 75kVA 480V 120/208V EE GENERAL PURPOSE FLOOR VENTILATED 1

T121 ELECT ROOM 1510 45kVA 480V 120/240V EE GENERAL PURPOSE FLOOR VENTILATED 2

1T5 ELECT ROOM 1102A 75kVA 480V 120/208V EE GENERAL PURPOSE FLOOR VENTILATED

1T4 ELECT ROOM 1662 112.5kVA 480V 120/208V EE GENERAL PURPOSE FLOOR VENTILATED

1T3 ELECT ROOM 1507A 45kVA 480V 120/208V EE GENERAL PURPOSE WALL VENTILATED

1T2 ELECT ROOM 1111A 112.5kVA 480V 120/208V EE GENERAL PURPOSE FLOOR VENTILATED

1T1 ELECT ROOM 1510 300kVA 480V 120/208V EE GENERAL PURPOSE FLOOR VENTILATED

EQUIPMENT ID LOCATION RATING PRIMARY SECONDARY TYPE MOUNTING ENCLOSURE NOTE

TRANSFORMER SCHEDULE

3

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SCHEDULES



RENOVATION


1930 COMO AVENUE

12800.146

RANDALL A. JACOBS

25414 02-20-2020

RAJFTPFTP


LIGHTING FIXTURE SCHEDULETYPE DESCRIPTION MANUFACTURER SERIES LENS/REFLECTOR LAMP VOLTAGE WATTAGE COMMENTS

80 VA

A 2'x 4' VOLUMETRIC, LED LUMINAIRE 22 GAUGE DIE FORMED HOUSING POWDER COAT PAINTEDAFTER FABRICATION.

METALUX 24CZ SB SERIES FROSTED RIBBED ACRYLIC LENS LED 4000K3563 LUMENS

277 V 25 VA WAVELINX WIRELESSINTEGRATED SENSOR

A1A 2'x 4' VOLUMETRIC, LED LUMINAIRE 22 GAUGE DIE FORMED HOUSING POWDER COAT PAINTEDAFTER FABRICATION.


277 V 25 VA

A2 2'x 2' VOLUMETRIC, LED LUMINAIRE 22 GAUGE DIE FORMED HOUSING POWDER COAT PAINTEDAFTER FABRICATION.



A2A 2'x 2' VOLUMETRIC, LED LUMINAIRE 22 GAUGE DIE FORMED HOUSING POWDER COAT PAINTEDAFTER FABRICATION.


277 V 23 VA

A3 2'X4' LED FLAT PANEL WITH NARROW ALUMINUM BEZEL FRAME AND CODE GAUGE STEEL BACKPLATE. 7/16" FIXTURE THICKNESS WITH MAXIMUM OF 2" THICKNESS FOR FOOTPRINT OF BALLASTCOMPARTMENT.

METALUX 24FP LED SERIES WHITE FROSTED LENS WITH SMOOTHPATTERN FOR UNIFORM ILLUMINATION,SCATCH AND IMPACT RESISTANT

LED 4000K4685 LUMENS

277 V 38 VA PROVIDE SURFACE MOUNTKIT

B 4'-0" INDUSTRIAL LED FLAT LENSED STRIP DIE FORMED COLD ROLLED STEEL CHANNEL SUITABLEFOR CONTINUOUS ROW MOUNTING BAKED WHITE ENAMEL FINISH, PAINTED AFTER FABRICATION

METALUX SNLED-LD5 SEIRES FULL FROST FLAT LENS FOR WIDEDISTRIBUTION



B1A 4'-0" INDUSTRIAL LED FLAT LENSED STRIP DIE FORMED COLD ROLLED STEEL CHANNEL SUITABLEFOR CONTINUOUS ROW MOUNTING BAKED WHITE ENAMEL FINISH, PAINTED AFTER FABRICATION

METALUX SNLED-LD5 SEIRES FULL FROST FLAT LENS FOR WIDEDISTRIBUTION


277 V 42 VA

C DIRECT / INDIRECT LED FIXTURE WITH SEE-THROUGH DESIGN. EXTRUDED ALUMINUM HOUSINGWITH DIE CAST ALUMINUM BEAM END CAPS POWDER COAT WHITE FINISH.

CORELITE DSI WS SWPD1 FC SERIES SEE THROUGH LENS DESIGN 27% UPLIGHT73% DOWNLIGHT

LED 4000K3600 LUMENS PER 4'-0" SECTION


C1A DIRECT / INDIRECT LED FIXTURE WITH SEE-THROUGH DESIGN. EXTRUDED ALUMINUM HOUSINGWITH DIE CAST ALUMINUM BEAM END CAPS POWDER COAT WHITE FINISH.

CORELITE DSI WS FC SERIES SEE THROUGH LENS DESIGN 27% UPLIGHT73% DOWNLIGHT

LED 4000K3600 LUMENS PER 4'-0" SECTION

277 V 30 VA

D 6" LED DOWNLIGHT WIDE DISTRIBUTION, CAPTIVE PREINSTALLED MOUNTING BARS ANDCENTERING MECHANISM

HALO HC6 SEIRES SELF FLANGED REFLECTOR, MATTEDIFFUSE FINISH WIDE DISTRIBUTION



D2 6" ROUND ALL-PURPOSE LED RETROFIT MODULE WITH INTEGRAL HEAT SINK AND REMOTE METALDRIVER.

HALO LCR6 SEIRES REGRESSED FLAT LENS LED 4000K2100 LUMENS

277 V 14 VA

E1 SINGLE OR DOUBLE FACED EXIT SIGN, DIE CAST ALUMINUM HOUSING, DIE CAST ALUMINUMCANOPY, BRUSH ALUMINUM FACE, GREEN LETTERS. AC ONLY

SURE LITES TPX SERIES BLACK HOUSING WITH BRUSHED ALUMINUMFACE, GREEN LETTERS

LED 277 V 5 VA

F 6" LED LOW PROFILE SURFACE MOUNT DOWNLIGHT, SOLID POLYCARBONATE RING WITH WHITEFINISH

HALO SMD6 SEIRES LUMINOUS ACRYLIC, FROSTED LENS LED 4000K1200 LUMENS

277 V 10 VA

F1 12" LED LOW PROFILE SURFACE MOUNT DOWNLIGHT, SOLID POLYCARBONATE RING WITH WHITEFINISH

HALO SMD12 SEIRES SELF FLANGED REFLECTOR, MATTEDIFFUSE FINISH WIDE DISTRIBUTION


277 V 15 VA

G 11" DIAMETER, 8" TALL TAPERED LED LUMINOUS PENDANT WITH WIDE DISTRIBUTION. DIE CASTALUMINUM HOUSING AND HEAT SINK OPAL GLASS OUTER SHADE WITH OPAL GLASS INTERIORDOWNLIGHT

DELRAYLIGHTING

KONE3 KLP313 OPAL GLASS OUTER SHADE WITH OPALGLASS INTERIOR DOWNLIGHT


277 V 33 VA

G1 1.5" LED LUMINOUS PENDANT WIDE DISTRIBUTION, 18" FIXTURE LENGTH CAMMANLIGHTING

P8700-18 MATTE WHITE ACRYLIC CYLINDER LED 4000K820 LUMENS

277 V 11 VA

H NARROW LED WALL MOUNT WITH INTEGRATED LIGHTING CONTROL, DIE FORMED CHANNEL ANDINJECTION MOLDED ENDCAPS

METALUX SRL SERIES FULL FROST LENS FOR WIDE DISTRIBUTION LED 4000K3200 LUMENS

277 V 23 VA

H1 8' LONG, 4" TALL WALL MOUNTED DIRECT/INDIRECT FIXTURE. EXTRUDED ALUMINUM HOUSING NEO-RAY DEFINE 4 SERIES ASYMMETRIC DIRECT LENS, SATIN FLUSHGLARE-FREE INDIRECT LENS

LED 4000K350 LUMENS DOWN/FT470 LUMENS UP/FT


J 36" ROUND DIRECT / INDIRECT LED DONUT. WIDE DISTRIBUTION CAMMANLIGHTING

P2410-36 SERIES MATTE WHITE ACRYLIC LED 4000K1408 LUMENS

277 V 16 VA

K 4'-0" DIRECT / INDIRECT LED FIXTURE. 6" HIGH X 3" WIDE, EXTRUDED ALUMINUM HOUSING WITHWOOD OPAQUE OVERLAY

CAMMANLIGHTING

P2063-48LN MATTE WHITE ACRYLIC LENS LED 4000K5056 LUMENS

277 V 80 VA

L1 1'X4' LED FLAT PANEL WITH NARROW ALUMINUM BEZEL FRAME AND CODE GAUGE STEEL BACKPLATE. 7/16" FIXTURE THICKNESS WITH MAXIMUM OF 2" THICKNESS FOR FOOTPRINT OF BALLASTCOMPARTMENT.

METALUX 14FPX LED SERIES WHITE FROSTED LENS WITH SMOOTHPATTERN FOR UNIFORM ILLUMINATION,SCATCH AND IMPACT RESISTANT



L1A 1'X4' LED FLAT PANEL WITH NARROW ALUMINUM BEZEL FRAME AND CODE GAUGE STEEL BACKPLATE. 7/16" FIXTURE THICKNESS WITH MAXIMUM OF 2" THICKNESS FOR FOOTPRINT OF BALLASTCOMPARTMENT.

METALUX 14FP LED SERIES WHITE FROSTED LENS WITH SMOOTHPATTERN FOR UNIFORM ILLUMINATION,SCATCH AND IMPACT RESISTANT


277 V 38 VA

M SLIM LOW-PROFILE WALL PACK WITH DIE-CAST ALUMINUM HINGED REMOVABLE DOOR AND BACKBOX.

LUMARK XTOR4B SERIES IMPACT RESISTANT GLASS LENS LED 4000K4205 LUMENS

277 V 38 VA



3 03-20-2020 ADDENDUM NO. 5

ELECTRICAL ROOMS (EMERGENCY 1102A, 1111A, 1662, 1510, 2115) N N N N N N N N N LIGHTING IS 100% ON/OFF CONTROLLED BY LINE VOLTAGE SWITCH

MECHANICAL ROOMS (EMERGENCY) N N N N N N N N N EMERGENCY EGRESS LIGHT FIXTURES SHALL BE "ON" 24/7.

MECHANICAL ROOMS (1106, 1111, 1142) Y N N N N N N N N LIGHTING IS 100% ON/OFF CONTROLLED BY LINE VOLTAGE SWITCH

UNISEX RESTROOMS AND DATA ROOM 1143, 1504, 1506, 2116 Y N Y N N N N N N LIGHTING IS 100% ON/OFF CONTROLLED BY LINE VOLTAGE WALL MOUNTED

SWITCH WITH INTEGRAL PASSIVE INFRARED OCCUPANCY. OCCUPANCY...

STORAGE CLOSET 1509 N N Y N Y N N N N LIGHT FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY SENSOR.

STORAGE ROOM AND CLOSET (1101A, 1141A) N N Y N N N N N N LIGHT FIXTURES CONTROLLED VIA INTEGRAL OCCUPANCY SENSOR.

STORAGE ROOM (1107, 1112) Y N Y N Y N N N N LIGHT FIXTURES CONTROLLED VIA LIGHT SWITCH AND CEILING MOUNTED...

CONFERENCE ROOMS, SMALL OFFICES, MOTHERS ROOM, QUIET ROOMS,

LARGE OFFICE AND BREAKROOM (1101, 1102, 1105, 1121, 1503, 2101,

2104, 2105, 2106, 2108), (1123, 1124, 1125, 1126, 1127, 1128, 1129, 1130,

1131, 1132, 1403A, 1502, 2109, 2110, 2111, 2112, 2113, 2119, 2120, 2121,

2122, 2123, 2124, 2202, 2203, 2204, 2205, 2206), (1133, 1134, 1144, 1145,...

N Y Y N Y N N N y LIGHT FIXTURES CONTROLLED VIA MANUAL "ON", AUTO "OFF" THROUGH

WAVELINX ENABLED LIGHT FIXTURES WITH INTEGRAL SENSORS. DIMMER

ADJUST LIGHTING UP OR DOWN (BASED ON USER INPUT). OCCUPANCY

SENSOR TURNS LIGHT FIXTURES OFF AFTER 30 MINUTES OF VACANCY.

TRAINING ROOM (EMERGENCY) N Y Y N Y Y Y N Y EMERGENCY EGRESS LIGHT FIXTURES SHALL BE CONTROLLED AS NOTED...

TRAINING ROOM (1103, 1104) N Y Y N Y Y N N Y LIGHT FIXTURES CONTROLLED VIA MANUAL "ON", AUTO "OFF" THROUGH


ADJUST LIGHTING UP OR DOWN (BASED ON USER INPUT). DOOR SWITCH

PROGRAMMED TO OPERATE TRAINING ROOMS LIGHTS AND A/V SYSTEM AS

ONE BIG ROOM OR TWO IDIVIDUAL ROOMS. OCCUPANCY SENSOR TURNS...

OPEN OFFICE (EMERGENCY) N N N N N N N N Y EMERGENCY EGRESS LIGHT FIXTURES SHALL BE "ON" 24/7.

OPEN OFFICE (1140, 1660, 2100, 2200) N Y Y Y Y N N Y Y WORK HOURS: BUILDING MANAGEMENT SYSTEM TURNS LIGHTS "ON" VIA

TIMECLOCK, OCCUPANCY SENSOR INPUTS ARE IGNORED. WALL MOUNTED

DIMMERS ALLOW OCCUPANTS TO ADJUST LIGHT LEVEL, DAYLIGHT SENSOR

ADJUST DAYLIGHT ZONE TO 35 FOOTCANDLES. AFTER HOURS: LIGHT

FIXTURES CONTROLLED VIA MANUAL "ON", AUTO "OFF" THROUGH


ADJUST LIGHTING UP OR DOWN (BASED ON USER INPUT) DAYLIGHT SENSOR

AUTOMATICALLY ADJUSTS LIGHT FIXTURES IN DAYLIGHT ZONE TO 35

FOOTCANDLES. OCCUPANCY SENSOR TURNS LIGHT FIXTURES OFF AFTER 30...

CORRIDORS AND HALLWAYS (EMERGENCY) N N N N N N N N N EMERGENCY EGRESS LIGHT FIXTURES SHALL BE "ON" 24/7.

CORRIDORS AND HALLWAYS 1000, 1000B, 1100, 1100A, 1100B, 1100C,,

1120, 1500, 1500B, 2117, 2118

N Y Y N Y N N Y Y WORK HOURS: LIGHT FIXTURES ARE CONTROLLED BY TIME OF DAY VIA

BUILDING MANAGEMENT SYSTEM (OBTAIN TIME SCHEDULE FROM

OWNER). AFTER HOURS: - LIGHT FIXTURES CONTROLLED VIA WAVELINX

ENABLED LIGHT FIXTURES WITH INTEGRAL SENSORS. DIMMERS LOCATED IN

BREAKOUT ZONES ADJUST LIGHTING UP OR DOWN (BASED ON USER INPU...

VESTIBULE (EMERGENCY) N N N N N N N N N EMERGENCY EGRESS LIGHT FIXTURES SHALL BE "ON" 24/7.

AREA DESCRIPTION SWITCHES DIMMER OCCUPANCY

SENSOR

DAYLIGHT

SENSOR

POWER PACK

ROOM

CONTROLLER

CONTACT

CLOSURE

(DOOR

SWITCH)

SIGNAL TO A/...

U.L. 924

DEVICE

SIGNAL FROM

BAS TO LIGHTING

CONTROLLER FOR

TIME OF DAY

LIGHTING

CONTROLLER

SIGNAL TO BAS

SEQUENCE OF OPERATION

SAINT PAUL PUBLIC SCHOOLS - 1930 COMO RENOVATION

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RENOVATION


1930 COMO AVENUE

12800.146

RANDALL A. JACOBS

25414 02-20-2020

RAJRCSRCS


UL LISTED, 600A. 480Y/277, 3PH, 4W, INDOOR, SILVER PLATED COPPER, POWER METER INTERNAL. (CPT) CONTROL POWER TRANSFORMER/POWER SUPPLY FORLCD ELECTRONIC TRIP CIRCUIT BREAKERS. PROVIDE CONTINUOUS GROUND BUS. ET: ELECTRONIC TRIP, LSI: LONG TIME, SHORT TIME, INSTANTANEOUS. ALLNEUTRAL BUS AND HORIZONTAL/VERTICAL PHASE BUSSES ARE TO BE SIZED FOR CONTINUOUS CURRENT RATING.

NOTES:

Legend:

DEMAND AMPS TOTAL = 9.50 A

DEMAND LOAD TOTAL = 7.90 kVA

CONNECTED AMPS TOTAL = 7.60 A

CONNECTED LOAD TOTAL = 6.32 kVA

12 PROVISIONS -- -- -- 0.00 --

11 PROVISIONS -- -- -- 0.00 --

10 PROVISIONS -- -- -- 0.00 --

9 PROVISIONS -- -- -- 0.00 --

8 PROVISIONS -- -- -- 0.00 --

7 JOCKEY PUMP 3 100 20 6.32 --

6 PANEL H101 3 250 200 0.00 --

5 T-101/PANEL L101 3 150 125 0.00 ET LSI, 80% RATED, CPT

4 PANEL H10 3 250 100 0.00 --

3 PANEL H102 3 250 200 0.00 --

2 PANEL H103 3 250 200 0.00 --

1 MAIN 3 600 600 0.00 ET LSI, 100% RATED, CPT

CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES

DISTRIBUTION PANEL ACCESSORIES:

AIC RATING: 25 KAIC

ENCLOSURE: Type 1 800 A 480Y/277 3 4

FED FROM: MTS BUS VOLTAGE PHASE WIRE

MOUNTING: SURFACE MAIN TYPE: MCB MAIN RATING: 600 A

DISTRIBUTION PANELBOARD 1GHDP1


NOTES:

Legend:





16 PROVISIONS -- -- -- 0.00 --

15 PROVISIONS -- -- -- 0.00 --

14 PROVISIONS -- -- -- 0.00 --

13 PROVISIONS -- -- -- 0.00 --

12 PROVISIONS -- -- -- 0.00 --

11 PANEL H-4 3 400 225 0.00 --

10 T121/PANEL 121 3 150 125 0.00 ET LSI, 80% RATED, CPT

9 PANELS H1A, H1B, H1C 3 400 400 0.00 --

8 PANEL H-2 3 400 400 0.00 --

7 PANEL H-3 3 400 225 0.00 --

6 DIST PANEL H-1 3 400 400 0.00 --

5 PANEL 1HP3 3 250 200 0.93 --

4 1T1/PANEL 1LDP1 3 600 450 17.27 ET LSI, 100% RATED, CPT

3 PANEL 1HDP3 3 600 600 0.00 --

2 ATS-LS 3 150 70 0.00 ET LSI, 80% RATED, CPT

1 MAIN 3 1200 1000 0.00 ET LSIG, 100% RATED, CPT

CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES

SWITCHBOARD ACCESSORIES:

AIC RATING: 25 KAIC

ENCLOSURE: NEMA 1 1200 A 480Y/277 3 4

FED FROM: MSB BUS VOLTAGE PHASE WIRE


SWITCHBOARD 1HDP1


NOTES:

Legend:





12 PROVISIONS -- -- -- 0.00 --

11 RTU-1 3 150 30 43.23 --

10 PROVISIONS -- -- -- 0.00 --

9 PROVISIONS -- -- -- 0.00 --

8 PROVISIONS -- -- -- 0.00 --

7 PROVISIONS -- -- -- 0.00 --

6 PROVISIONS -- -- -- 0.00 --

5 T-L-24/PANEL L24, L24A 3 150 125 0.00 ET LSI, 80% RATED, CPT

4 T20 & PANELS L20, L20A, L20B, L20C 3 100 60 0.00 --

3 1T-2/PANEL 1LDP-2 3 250 175 48.31 ET LSI, 80% RATED, CPT

2 PROVISIONS -- -- -- 0.00 --

1 MAIN 3 600 600 0.00 ET LSI, 100% RATED CPT

CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES

DITRIBUTION PANEL ACCESSORIES:

AIC RATING: 25 KAIC




DISTRIBUTION PANELBOARD 1HDP2


NOTES:

Legend:





8 PROVISIONS -- -- -- 0.00 --

7 PROVISIONS -- -- -- 0.00 --

6 PROVISIONS -- -- -- 0.00 --

5 PROVISIONS -- -- -- 0.00 --

4 1T-4/PANEL 1LDP-4 3 250 175 13.18 ET LSI, 80% RATED, CPT

3 PANEL 1HP2 3 250 200 2.58 --

2 MTS/DIST PANEL 1GDP-1 3 600 600 6.32 --

1 MAIN 3 1000 1000 0.00 ET LSIG, 100% RATED, CPT

CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES

DISRIBUTION PANEL ACCESSORIES:

AIC RATING: 25 KAIC






NOTES:

Legend:





16 PROVISIONS -- -- -- 0.00 --

15 AVTEC @ 2,3,4,5 3 400 225 0.00 --

14 AIR DOOR COOLER, COOLER #5 3 100 20 0.00 --

13 CONDENSING UNIT SOUS VIDE #2 WEST 3 150 100 0.00 --

12 CONDENSING UNIT SOUS VIDE #1 WEST 3 150 100 0.00 --

11 AVTEC #1 KITCHEN 3 150 100 0.00 --

10 PANELS L-2A, L-2B 3 400 225 0.00 --

9 PANEL L-3 3 400 225 0.00 --

8 PANEL L-4 3 400 225 0.00 --

7 PANEL L-5 3 400 225 0.00 --

6 PANEL L-6 3 400 225 0.00 --

5 PANEL L-7 3 400 200 0.00 --

4 PANEL LP-1 3 100 70 0.00 --

3 PANEL L-22 3 150 125 0.00 --

2 PANEL 1LP1 3 150 150 17.27 --


CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES


AIC RATING: 18 KAIC


FED FROM: 1T1 BUS VOLTAGE PHASE WIRE


DISTRIBUTION PANELBOARD 1LDP1


NOTES:

Legend:





12 PROVISIONS -- -- -- 0.00 --

11 PROVISIONS -- -- -- 0.00 --

10 PROVISIONS -- -- -- 0.00 --

9 PROVISIONS -- -- -- 0.00 --

8 PANEL XP 3 150 100 0.00 --

7 PANEL 104 3 150 150 0.00 --

6 PANEL L21 3 250 200 0.00 --

5 PANEL 1LP-7 3 150 150 8.36 --

4 PANEL 1LP6 3 150 150 14.57 --

3 PANEL 1LP5 3 150 150 25.38 --

2 PANEL L25 3 150 150 0.00 --


CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES


AIC RATING: 10 KAIC






NOTES:

Legend:





12 PROVISIONS -- -- -- 0.00 --

11 PROVISIONS -- -- -- 0.00 --

10 PROVISIONS -- -- -- 0.00 --

9 PROVISIONS -- -- -- 0.00 --

8 PROVISIONS -- -- -- 0.00 --

7 PROVISIONS -- -- -- 0.00 --

6 PROVISIONS -- -- -- 0.00 --

5 PROVISIONS -- -- -- 0.00 --

4 PROVISIONS -- -- -- 0.00 --

3 PANEL 1LP4 3 150 150 0.00 --

2 PANEL 1LP3 3 150 150 13.18 --


CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES


AIC RATING: 10 KAIC





UL LISTED, 2500A. 480Y/277, 3PH, 4W, INDOOR, SILVER PLATED COPPER, 65KAIC. SPD 240KA, POWER METER INTERNAL. CONTROL POWER TRANSFORMER/POWERSUPPLY FOR LCD ELECTRONIC TRIP CIRCUIT BREAKERS. PROVIDE CONTINUOUS GROUND BUS. ET: ELECTRONIC TRIP, LSI: LONG TIME, SHORT TIME,INSTANTANEOUS. ALL NEUTRAL BUS AND HORIZONTAL/VERTICAL PHASE BUSSES ARE TO BE SIZED FOR CONTINUOUS CURRENT RATING.

NOTES:

Legend:





16 PROVISIONS 3 250 0 0.00 --

15 PROVISIONS 3 250 0 0.00 --

14 PROVISIONS 3 250 0 0.00 --

13 CHILLER 229 MCA 3 250 250 115.89 ET LSIG, 80% RATED, ZSI, CPT

12 1T-5, PANELS 1LP2A, 1LP2B 3 150 125 3.74 ET LSIG, 80% RATED, ZSI, CPT

11 FUTURE CAPACITOR 3 1000 1000 0.00 --

10 PROVISIONS 3 400 0 0.00 --

9 HI 3 400 400 0.00 ET LSIG, 100% RATED, ZSI, CPT

8 1HP4 3 400 400 20.95 ET LSIG, 100% RATED, ZSI, CPT

7 1HP1 PANEL 3 150 150 8.73 ET LSIG, 80% RATED, ZSI, CPT

6 PROVISIONS 3 800 0 0.00 --

5 2HP1 PANEL 3 400 400 19.07 ET LSIG, 100% RATED, ZSI, CPT

4 PROVISIONS 3 1000 0 0.00 --

3 1HDP4 PANEL 3 800 800 22.08 ET LSIG, 100% RATED, ZSI, CPT



CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES


AIC RATING: 65KAIC


FED FROM: BUS VOLTAGE PHASE WIRE

MOUNTING: SURFACE MAIN TYPE: ET LSIG, 100% RATED, ZSI MAIN RATING: 2500 A

MAIN SWITCHBOARD MSB



3 03-20-2020 ADDENDUM NO. 5


NOTES:

Legend:





8 PROVISIONS -- -- -- 0.00 --

7 PANELS 107A, 107B, 109 3 150 100 0.00 --

6 EAST DOCK OVERHEAD DOORS 3 100 40 0.00 --

5 PANEL 1HP5 3 150 150 0.00 --

4 PANELS 113, 114, 115 3 150 100 0.00 --

3 PANELS 110, 111A, 111B, 112 3 150 100 0.00 --

2 1T3, PANEL 1LP-2 3 150 70 0.00 --


CKTNO. DESCRIPTION

# OFPOLES

MINIMUMFRAME

SIZETRIP

RATING LOAD NOTES


AIC RATING: 25 KAIC


FED FROM: 1HDP1 BUS VOLTAGE PHASE WIRE



3

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RENOVATION


1930 COMO AVENUE

12800.146

RANDALL A. JACOBS

25414 02-20-2020

RAJRCSRCS


Notes:

DEMAND AMPS TOTAL = 40 A

CONN. AMPS TOTAL = 40 A

DEMAND LOAD TOTAL = 14282 VA

Receptacle 11160 VA 94.80% 10580 VA CONN. LOAD TOTAL = 14568 VA

Motor 3408 VA 108.63% 3702 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Total Amps: 40 A 32 A 49 A

Total Load: 4848 VA 3876 VA 5844 VA

41 SPACE -- -- 0.00 0.00 -- -- SPACE 42

39 SPACE -- -- 0.00 0.00 -- -- SPACE 40

37 SPACE -- -- 0.00 0.00 -- -- SPACE 38

35 SPARE 20 1 0.00 0.00 1 20 SPARE 36

33 SPARE 20 1 0.00 0.00 1 20 SPARE 34

31 SPARE 20 1 0.00 0.00 1 20 SPARE 32

29 SPARE 20 1 0.00 0.00 1 20 SPARE 30

27 SPARE 20 1 0.00 0.00 1 20 SPARE 28

25 SPARE 20 1 0.00 0.00 1 20 SPARE 26

23 SPARE 20 1 0.00 0.00 1 20 SPARE 24

21 SPARE 20 1 0.00 0.00 1 20 SPARE 22

19 TRANSFER FAN TF-1 20 1 0.53 0.00 1 20 SPARE 20

17 BOILER B-2 20 1 1.18 0.53 1 20 CABINET UNIT HEATER CUH-2 18

15 RECEPT RM 1134 20 1 0.54 1.18 1 20 BOILER B-1 16

13 RECEPT RM 1132 20 1 1.08 0.54 1 20 RECEPT RM 1133 14

11 RECEPT EAST OF COPIER RM 1140 20 1 0.36 1.08 1 20 RECEPT RM 1131 12

9 RECEPT RM 1106, 1107 20 1 0.90 0.36 1 20 COPIER RM 1140 10

7 RECEPT RM 1105 20 1 0.90 0.72 1 20 RECEPT A/V RM 1105 8

5 RECEPT 1100, 1111, 1111A, 1112, 1120,... 20 1 1.62 1.08 1 20 RECEPT SENS FAUCET RM 1120 6

3 RECEPT A/V SOUTH RM 1121 20 1 0.36 0.54 1 20 RECEPT FLOOR BOX RM 1121 4

1 RECEPT NORTH RM 1121 20 1 0.54 0.54 1 20 RECEPT SOUTH RM 1121 2

CKT

NO. CIRCUIT DESIGNATION AMPS POLES

PHASE A

LOAD

PHASE B

LOAD

PHASE C

LOAD POLES AMPS CIRCUIT DESIGNATION

CKT

NO.

PANEL ACCESSORIES:

AIC RATING: 10 KAIC


FED FROM: 1LDP2 BUS VOLTAGE PHASE WIRE

MOUNTING: SURFACE MAIN TYPE: MLO MAIN RATING: 225 A

PANELBOARD SCHEDULE 1LP6

*PROVIDE GFCI CIRCUIT BREAKERS FOR REFRIGERATOR, VENDING MACHINES AND ELECTRIC WATER COOLERS.

Notes:




CONN. LOAD TOTAL = 8360 VA

Receptacle 8360 VA 100.00% 8360 VA




41 SPACE -- -- 0.00 0.00 -- -- SPACE 42

39 SPACE -- -- 0.00 0.00 -- -- SPACE 40

37 SPACE -- -- 0.00 0.00 -- -- SPACE 38

35 SPARE 20 1 0.00 0.00 1 20 SPARE 36

33 SPARE 20 1 0.00 0.00 1 20 SPARE 34

31 SPARE 20 1 0.00 0.00 1 20 SPARE 32

29 SPARE 20 1 0.00 0.00 1 20 SPARE 30

27 SPARE 20 1 0.00 0.00 1 20 SPARE 28

25 RECEPT KITCHEN SE 20 1 0.18 0.00 1 20 SPARE 26

23 RECEPT KITCHEN MIDDLE 20 1 0.18 0.18 1 20 MICROWAVE KITCHEN SE 24

21 RECEPT KITCHEN SW 20 1 0.18 0.18 1 20 MICROWAVE KITCHEN SW 22

19 RECEPT RM 1144 20 1 0.36 0.36 1 20 RECEPT 1145 20

17 RECEPT I.T. RACK MIDDLE 20 1 0.18 0.18 1 20 RECEPT I.T. RACK NORTH 18

15 RECEPT MAINTENANCE RM 110B, 1143 20 1 0.72 0.18 1 20 RECEPT I.T. RACK SOUTH 16

13 Receptacle 20 1 0.36 0.36 1 20 RECEPT ISLAND EAST RM 1100B 14

11 RECEPT SW SEATING RM 1100B 20 1 0.90 1.08 1 20 RECEPT SE SEATING RM 1100B 12

9 VENDING MACH N CENTER RM 1100B* 20 1 0.18 0.18 1 20 VENDING MACH NE RM 1100B* 10

7 MICROWAVE NE RM 1100B 20 1 0.18 0.18 1 20 VENDING MACH NW RM 1100B* 8

5 REFRIGERATOR NE RM 1100B* 20 1 0.18 0.18 1 20 MICROWAVE NW RM 1100B 6

3 REFRIGERATOR NW RM 1100B* 20 1 0.18 0.18 1 20 REFRIGERATOR N RM 1100B* 4

1 RECEPT NW RM 1100B 20 1 0.54 0.80 1 20 RECEPT EWC* 2

CKT


PHASE A

LOAD

PHASE B

LOAD

PHASE C


CKT

NO.

PANEL ACCESSORIES:

AIC RATING: 10 KAIC





Notes:





Power 22400 VA 100.00% 22400 VA




41 SPARE 20 1 0.00 0.00 1 20 SPARE 42

39 0.80 0.00 1 20 SPARE 40

37FURN FEED EAST-RIGHT RM 2100 20 2

0.80 0.00 1 20 SPARE 38

35 0.80 0.00 1 20 SPARE 36

33FURN FEED EAST-LEFT RM 2100 20 2

0.80 0.00 1 20 SPARE 34

31 0.80 0.00 1 20 SPARE 32

29FURN FEED WEST-LEFT RM 2100 20 2

0.80 0.90 1 20 RECEPT MAINTENANCE SOUTH RM 2100 30

27 0.80 0.90 1 20 RECEPT SW WORKSTATION RM 2100 28


0.80 0.90 1 20 RECEPT NW BREAK RM 2100 26

23 0.80 0.00 1 20 SPARE 24

21FURN FEED NE-RIGHT RM 2100 20 2

0.80 0.00 1 20 SPARE 22

19 0.80 0.00 1 20 SPARE 20

17FURN FEED NE-LEFT RM 2100 20 2

0.80 0.00 1 20 SPARE 18

15 0.80 0.80 16

13FURN FEED NW-RIGHT RM 2100 20 2

0.80 0.802 20 FURN FEED SE-RIGHT RM 2100

14

11 0.80 0.80 12

9FURN FEED NW-RIGHT/CENTER RM 2100 20 2

0.80 0.802 20 FURN FEED SE-LEFT RM 2100

10

7 0.80 0.80 8

5FURN FEED NW-LEFT/CENTER RM 2100 20 2

0.80 0.802 20 FURN FEED SW-RIGHT RM 2100

6

3 0.80 0.80 4

1FURN FEED NW-LEFT RM 2100 20 2

0.80 0.802 20 FURN FEED SW-LEFT RM 2100

2

CKT


PHASE A

LOAD

PHASE B

LOAD

PHASE C


CKT

NO.

PANEL ACCESSORIES:

AIC RATING: 10 KAIC




PANELBOARD SCHEDULE 2LP1A

*PROVIDE GFCI CIRCUIT BREAKERS FOR REFRIGERATORS, VENDING MACHINES AND ELECTRIC WATER COOLERS.

Notes:



Receptacle 17440 VA 78.67% 13720 VA DEMAND LOAD TOTAL = 17404 VA

Power 1440 VA 100.00% 1440 VA CONN. LOAD TOTAL = 20992 VA

Motor 2112 VA 106.25% 2244 VA




41 SPARE 20 1 0.00 0.00 1 20 SPARE 42

39 SPARE 20 1 0.00 0.00 1 20 SPARE 40

37 SPARE 20 1 0.00 0.00 1 20 SPARE 38

35 SPARE 20 1 0.00 0.00 1 20 SPARE 36

33 Motor 20 1 0.53 0.00 1 20 SPARE 34

31 EXHAUST FANS EF-1, EF-2 20 1 1.24 0.53 1 20 TRANSFER FAN TF-2 32

29 REFRIGERATOR NORTH RM 2117* 20 1 0.18 0.18 1 20 REFRIGERATOR SOUTH RM 2117* 30

27 RECEPT EAST MIDDLE COUNTER RM... 20 1 0.18 0.18 1 20 RECEPT SW COUNTER RM 2117 28

25 RECEPT RM 2117 20 1 0.36 0.18 1 20 RECEPT NW COUNTER RM 2117 26

23 RECEPT I.T. RACK SOUTH RM 2116 20 1 0.18 0.80 1 20 ELECTRIC WATER COOLER RM 2117* 24

21 RECEPT I.T. RACK NORTH RM 2116 20 1 0.18 0.18 1 20 RECEPT I.T. RACK CENTER RM 2116 22

19 COPIER SW HALLWAY RM 2100 20 1 0.40 0.40 1 20 COPIER SE HALLWAY RM 2100 20

17 RECEPT RM 2107 20 1 0.36 0.36 1 20 COPIER STATION S HALLWAY RM 2100 18

15 FLOOR BOX & A/V/ RECEPT IN RM 2105 20 1 0.72 0.90 1 20 MAINTENANCE RECEPT S HALL RM 2100 16

13 FLOOR BOX & A/V RECEPT IN RM 2104 20 1 0.72 0.90 1 20 RECEPT RM 2105 14

11 MAINTENANCE RECEPT N. HALL RM 2100 20 1 1.08 0.72 1 20 RECEPT RM 2104 12

9 FLOOR BOX & A/V RECEPT RM 2101 20 1 0.72 0.90 1 20 RECEPT RM 2124 10




1 RECEPT RM 2108 20 1 0.90 0.72 1 20 FLOOR BOX & A/V RECEPT RM 2108 2

CKT


PHASE A

LOAD

PHASE B

LOAD

PHASE C


CKT

NO.

PANEL ACCESSORIES:

AIC RATING: 10 KAIC




PANELBOARD SCHEDULE 2LP1B

Notes:





Power 19200 VA 100.00% 19200 VA




41 SPARE 20 1 0.00 0.80 42

39 SPARE 20 1 0.00 0.802 20 FURN FEED SE-RIGHT RM 2200

40

37 SPARE 20 1 0.00 0.80 38

35 0.80 0.802 20 FURN FEED SE-LEFT RM 2200

36

33FURN FEED W-RIGHT RM 2200 20 2

0.80 0.90 1 20 MAINTENANCE RECEPT SOUTH RM 2200 34

31 0.80 0.90 1 20 RECEPT - NE LOUNGE AREA RM 2200 32


0.80 0.72 1 20 RECEPT - NW WORKSTATION RM 2200 30

27 0.80 0.00 1 20 SPARE 28

25FURN FEED NE-RIGHT RM 2200 20 2

0.80 0.80 26

23 0.80 0.802 20 FURN FEED SW RM 2200

24

21FURN FEED NE-LEFT RM 2200 20 2

0.80 0.80 22

19 0.80 0.802 20 FURN FEED EAST-RIGHT RM 2200

20

17FURN FEED NW-RIGHT RM 2200 20 2

0.80 0.80 18

15 0.80 0.802 20 FURN FEED EAST-LEFT RM 2200

16

13FURN FEED NW-LEFT RM 2200 20 2

0.80 0.80 14

11 RECEPT RM 2206 20 1 1.08 0.802 20 FURN FEED NE RM 2200

12



5 RECEPT RM 2119 20 1 1.08 0.72 1 20 SENSORED FAUCET RM 2118 6



CKT


PHASE A

LOAD

PHASE B

LOAD

PHASE C


CKT

NO.

PANEL ACCESSORIES:

AIC RATING: 10 KAIC




PANELBOARD SCHEDULE 2LP1C

Notes:





Power 14760 VA 100.00% 14760 VA




41 SPACE -- -- 0.00 0.00 1 20 SPARE 42

39 SPACE -- -- 0.00 0.00 1 20 SPARE 40

37 SPACE -- -- 0.00 0.00 1 20 SPARE 38

35 CONV RECEPT RM 1140 WEST 20 1 0.90 0.00 1 20 SPARE 36

33 RECEPT RM 1129 20 1 1.08 0.80 34

31 RECEPT RM 1127 20 1 1.08 0.802 20 Power

32

29 RECEPT RM 1125 20 1 1.08 0.36 1 20 DOOR HARDWARE 1404A, 1409A 30

27 RECEPT RM 1123 20 1 1.08 1.08 1 20 CONV RECEPT RM 1140 EAST 28

25 SPARE 20 1 0.00 1.08 1 20 RECEPT RM 1130 26

23 0.80 1.08 1 20 RECEPT RM 1128 24

21FURN FEED SW RM 1140 20 2

0.80 1.08 1 20 RECEPT RM 1126 22

19 0.80 1.08 1 20 RECEPT RM 1124 20

17FURN FEED SE - CENTER RM 1140 20 2

0.80 0.00 1 20 SPARE 18

15 0.80 0.80 16

13FURN FEED S MIDDLE CENTER RM 1140 20 2

0.80 0.802 20 FURN FEED NW - CENTER RM 1140

14

11 0.80 0.80 12

9FURN FEED SW - CENTER RM 1140 20 2

0.80 0.802 20 FURN FEED NE - CENTER RM 1140

10

7 ROOF RECEPT EXIST. 20 1 0.00 0.80 8

5 FIRE SMOKE DAMP 7,8,9 EXIST. 20 1 0.00 0.802 20 FURN FEED NW RM 1140

6

3 RT DAMPER EXIST. 20 1 0.00 0.80 4

1 RTU 5 TEMP CTRL PNL EXIST. 20 1 0.00 0.802 20 FURN FEED NE RM 1140

2

CKT


PHASE A

LOAD

PHASE B

LOAD

PHASE C


CKT

NO.

PANEL ACCESSORIES:

AIC RATING: 10 KAIC







3 03-20-2020 ADDENDUM NO. 5

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ADDENDUM No.05 for DISTRICT SERVICE FACILITY RENOVATION ... · District Service Facility Renovation...

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Transcript of ADDENDUM No.05 for DISTRICT SERVICE FACILITY RENOVATION ... · District Service Facility Renovation...