The Project - Saugus Union School District Services/Facilities/WC... · Saugus Union School...

Saugus Union School District DLR Group Project No. 75-15270-00West Creek Academy – 2 Story Classroom Addition Conceptual Design

Design NarrativeMarch 31, 2016

1

DESIGN NARRATIVE

The Project For the 2015-16 school year the West Creek Academy is servicing roughly 950 K-6 students, an increase of 150 students from the 2014-15 school year. It is projected that for the 2016-17 school year, the school will be serving approximately 1005 students. In order to accommodate the additional students and continue to offer computer and music classes, additional classrooms are needed for the 2016-17 school year in August 2017. Proposed Space Program:

Space No. of Spaces

Net SF each Space

Total Net SF

Classrooms 2 960 1920 Classroom (lab size) 1 1200 1200 Vocal Lab 1 1100 1100 Science Classroom / Lab 1 1200 1200 Drum Lab 1 1100 1100 Keyboard/Piano Lab 1 1100 1100 Computer Lab 1 1100 1100 Pull-Out Space – Type A 2 906 1,812 Pull-Out Space – Type B 2 395 790 Staff Toilets 2 73 146 Boys Restroom 2 194 388 Girls Restroom 2 223 446 Data Room 1 78 78 Electrical Room, first floor 1 90 90 Custodian Room 1 40 40 Fire Riser Room 2 20 40 Storage Room, first floor 1 80 80 Storage Room. Second floor 1 40 40 Exterior Egress Stair 2 388 388 Exterior Elevator 1 140 + 80 220 Exterior Walkways – second floor 1 2880 2880 Accessible Bridge 1 802 802 Site Stairs 200 200

Total Net Program Square Footage 17,160 Bidding Method: The modular classroom building, procured by the District, shall be turn-key complete and equipped with fire alarm, plumbing and fixed interior furnishings. Infrastructure including conduit race-ways will be provided for signal and A/V systems. As provided by the manufacturer, the modular building shall be fully designed and engineered for the structural, mechanical, plumbing and electrical components including the building foundation system. The project will consist of two portions described as follows:



2

Portion 1 (Modular Building) The development of the modular two-story building per the District’s standards and requirements. DLR Group will develop the design based on the Modular Building Manufacturer’s Bid and the District’s design standards. DLR Group provide details, design oversight throughout the development and approval of the modular building and including the following design and engineering services for the fire alarm and signal systems. The Modular Manufacturer’s services will include the following design and engineering services in order to receive the Division of the State Architect’s review and approval for permitting: structural, mechanical, electrical, plumbing, and fire suppression. Portion 2 (Site Adaption) The development of the site adaption package associated with the placement of the modular building at the site. This will include all necessary site utilities, fire alarm and low voltage connections to the existing systems and all path-of-travel, rough grading, construction of the building foundation, finish grading, site hardscape, landscaping and signage.

Milestone Schedule: Item Date Modular Design Contract Awarded 5/17/2016 60% print/review of Modular Documents 6/1/2016 Owner Review 6/8/2016 90% print/review of Modular Documents 7/11/2016 Finalize Modular Documents 7/19/2016 Architect to Submit to DSA for Permit Review 7/27/2016 Site Work Bid 9/05/2016 Gain DSA and other Authorities Having Jurisdiction approvals

10/27/2016

Site Contract Awarded 11/15/2016 Fabrication and Construction of Modular Buildings Begins 10/28/2016 Underground Utilities and Foundation Systems Complete and ready to receive Modular Buildings

1/20/2017

Modular Buildings On-Site Work complete 5/25/2017 The following criteria describe the prefabricated, clear span buildings for classrooms, restrooms and other school type spaces. The building unit shall be erected on assigned portion of the West Creek Academy campus site.

Codes / Standards The 2013 California Building Standards Code (Title 24, C.C.R.) is applicable as of January 1, 2014:

Part 1 2013 California Building Standards Administrative Code Part 2 2013 California Building Code (CBC) Part 3 2013 California Electrical Code (CEC) Part 4 2013 California Mechanical Code (CMC)



3

Part 5 2013 California Plumbing Code (CPC) Part 6 2013 California Energy Code Part 9 2013 California Fire Code (CFC) Part 11 2013 California Green Building Standards Code (CALGreen) Part 12 2013 California Referenced Standards Code

Partial list of NFPA Standards as referenced at CBC Chapter 35 for California Fire Marshal (SFM) (See CBC Chapter 35 for complete list of referenced NFPA Standards and Amendments):

NFPA 17 Dry Chemical Extinguishing Systems (2013 ED) NFPA 30 Flammable and Combustible Liquids Code (2008 ED) NFPA 72 National Fire Alarm and Signaling Code (2013 ED with California

Amendments) NFPA 80 Fire Doors and Other Opening Protectives (2013 ED) NFPA 101 Life Safety Code (2006 ED) NFPA 105 Standard for the Installation of Smoke Door Assemblies and Other Opening

Protectives (2013 ED) NFPA 110 Emergency and Standby Power Systems (2013 ED) NFPA 111 Stored Electrical Energy emergency and Standby Power Systems (2013 ED) NFPA 170 Standard for Fire Safety and Emergency Symbols (2009 ED) NFPA 252 Standard Methods of Fire Tests of Door Assemblies (2003 ED) NFPA 720 Standard for the Installation of Carbon Monoxide Detection and Warning

Equipment (2012 ED)

See CBC Chapter 35 for complete list of amendments to ASTM and UL Standards. Title 19 C.C.R. State Fire Marshal Regulations (Partial List, Title 19):

UL 464 Audible Signal Appliances (2003) UL 521 Heat Detectors for Fire Protective Signaling Systems (1999 ED) UL 1971 Signaling Devices for the Hearing Impaired (2002 ED)

Construction Related Accessibility Regulations: 2010 ADA Standards for Accessible Design 2013 California Building Code, Chapter 11B (ET AL.)

Construction and Design Standards (unless amended differently below):

Saugus Union School District Educational Specifications (in development)



4

Foundation The Modular Building Manufacturer shall be responsible for the Design and Engineering of the Modular Building’s Foundation including building attachment points and utility sizes and locations. The Site Contractor shall be responsible to provide the building foundation as designed. Acceptable foundations types include; Slab on grade; Slab on grade foundation to include footings, thickened slab edges, elevator pit walls, reinforcing steel, and building attachment points. Raised floor foundation; Raised floor foundation to include stem wall footings, concrete filled metal decking, elevator pit walls, reinforcing steel, building attachment points, vented crawl space with a rodent slab.

Bid responses are to clearly state which foundation type is being proposed.

Exterior Walls

Exterior Finish System

Three coat exterior plaster over metal lath. Provide scratch, brown, and color coat (sand finish). Provide expansion joints, control joins, metal screeds, and flashing as noted on drawings and as required. Exterior plaster finish to be 7/8” thick with integral color, painted with elastomeric paint, over moisture barrier, over plywood sheathing over 2x6 minimum wood studs with 5/8” type X gypsum board on the interior face with thermal insulation. Achieve no less than a thermal resistance value of R-19 and as required by California Energy Code (thermal resistance value is the more stringent value)

Exterior Finish Alternate 1; One Coat Stucco System, painted with elastomeric paint:

Finish coat with integral color, over 3/8” to 5/8” modified Portland cement plaster base coat, over metal lath, over moister barrier, over plywood substrate. The exterior wall texture and color are to match the existing adjacent buildings. Base Coat; Western 1-Kote Premium Sanded Gray or equal. Finish Coat; Omega ColorTek Exterior Stucco, Portland cement Stucco Finish or equal. Or Omega OmegaFlex100% acrylic Exterior Finish or equal.



5

Exterior Finish Alternate 2; Direct Applied Exterior Finish System (DEFS): 100% Acrylic based Finish Coat, over Portland cement and polymer Base Coat and reinforcing mesh, over a substrate of 5/8” cementitious backer board, over a moisture barrier. All Substrate joints are to be prepped per manufacturer’s recommendations for a smooth finish. The exterior wall texture and color are to match the existing adjacent buildings. Total Wall Type DA Direct Applied Exterior Finish System or equal. Bid responses are to clearly state which exterior finish system is being proposed.

Exterior columns are to be clad with brick. Brick cladding is to extend to the second floor balcony guardrail height level, as indicated. Top portion of the columns are to be clad with plaster.

Floor Construction and Finishes

Ground Floor Construction

Slabs-on-grade and rodent slabs are to bear over a vapor retarder. The vapor retarder membrane (Stego Industries, or equal) will be no less than 15mils thick (ACI 302.1 R96) and have a minimum permance of 0.04 (ASTM E96) and water vapor barrier that meets or exceeds Class C (ASTM E1745). Exposed concrete floor finishes require additional measures to reduce the potential for cracking so microfiber mesh will be included in the mix design.Restroom subfloors to be depressed a minimum of 2” to allow for the floor tiles to slope to the floor drains.

Second Floor Construction

Acceptable Second floor types include;

A. Wood Framed with light-weight concrete;

Classrooms and Labs; Plywood sub-floor with 1 ½” minimum thickness, self-leveling gypsum floor underlayment. Maxxon Corporation Gyp-Crete 2000/3.2k or equal. Gyp-Crete surface to be prepared for a smooth application of floor finish. Acoustic batt insulation between floor joists.

Restrooms; Plywood sub-floor, depressed a minimum of 2” below the finish floor height.

½” cementitious backer board, Water proofing/Crack Prevention Membrane, Custom Building Products, RedGard or

equal. Mortar setting bed, sloped to floor drains. Acoustic batt insulation between floor joists

B. Concrete filled metal deck

Classrooms and Labs; Concrete surface to be prepared for a smooth application of floor finish.



6

Restrooms; Concrete depressed a minimum of 2” below the finish floor height.

Water proofing/Crack Prevention Membrane, Custom Building Products, RedGard or equal.

Mortar setting bed, sloped to floor drains. Bid responses are to clearly state which second floor construction is being proposed.

Floor Finishes;

Typical Classroom Labs and Pull-Out Spaces;

Carpet tiles; Shaw Industries, 24” x 24” Captivate Carpet Tiles. Selected from Manufacturer’s standard colors

Walk-off tiles; Shaw Industries, 24” x 24” Path Walk-Off Tiles; Selected from Manufacturer’s standard colors. Provide walk-off tiles, 6’ x 6’ at all exterior doors where carpet occurs.

Science Classroom / Lab; Vinyl Composition Tile (VCT): VCT with 4-inch high rubber wall base.

Toilet Rooms Ceramic floor tile: ceramic tile over a sloped-to-drain mortar bed with epoxy or furan grout. Non-slip ceramic tile is based on Keystones manufactured by Dal-tile, 2-inch square unglazed tile with 6-inch high coved ceramic tile wall base. Provide two colors with 50% of the tile from price group 2, and 50% from price group 4. Use epoxy grout for floor applications.

Custodian and Electrical / Data Rooms; Sealed concrete with 4-inch high rubber wall base, with floor sloped to drain.

Roofing System – Pitch Roof

Metal tile roof system (Class A). Roofing system over membrane underlayment and roof joists with 3 in 12 pitch or as noted and achieve no less than a thermal resistance value of R-30 and as required by California Energy Code, (thermal resistance value is the more stringent value), thermal foil-faced (FSK fiberglass insulation. Panels and related flashings to be a minimum 26 gauge. Panel profile to simulate clay roofing tiles. Gutters and downspouts will drain away from building through an underground storm drain system. Metal roofing and gutters to receive Kynar 500 manufacturer’s standard two-coat finish. 3-inch downspouts to be copper.

Warranty: Roofing Applicator’s Guarantee: Maintain this work and flashings in a watertight condition for a 5-year period from Date of Acceptance. Metal Tile Roof Panel Guarantee by Roofing Manufacturer: Manufacturer’s twenty (20) year roofing system “water-tight condition” and “repair” guarantee. Guarantee shall be a term type, not pro-rated and without deductibles or limitations on coverage amount.



7

Vertical Access – Stairs and Elevator

Elevator; 2 stop, Modular, gurney compliant, 3,500 lbs, hydraulic elevator. Hydraulic Jack; In-ground Travel Distance; 11’-0” Elevator Pit Depth; 4’-0” Power Supply;480 Volts/ 3 PH/ 60 HZ Cab interior and doors; manufacturer’s standard stainless steel. In-cab controls, elevator call buttons, and hall lanterns, manufacturer’s standard. Elevator to be compliant with ADA Guide lines and the California Building Code. Modular Elevator Manufacturing or equal.

Egress Stairs; Concrete filled metal pan stairs with C channel stringers. Floor finish to be Dex-o-Tex Elastatex 500 Urethane Decking, fluid applied elastomeric waterproofing or equal. Underside of the egress stairs to have lath & plaster finish over light gage metal or 2x wood framing.

Egress Balcony; Concrete filled metal decking with light-weight concrete fill. Crown the concrete to sheet drain off either side of the bridge. Floor finish to be Dex-o-Tex Elastatex 500 Urethane Decking, fluid applied elastomeric waterproofing or equal. Underside of the bridge to have lath & plaster finish over light gage metal or 2x wood framing.

Accessible Bridge; The proposed bridge shall slope up from the existing walkway at 1351’ +/- to the second floor elevation of 1355’. The slope of the bridge requires it to meet the requirements of an accessible ramp. Maximum slope to be 0.083%

Guardrails at +3’-6” high with vertical pickets spaced to allow for a gap no larger than 4”.

Continuous 1 ½” diameter handrails at +2’-10” high. Concrete filled metal decking with concrete fill. Crown the concrete to sheet drain off either side of the bridge. Floor finish to be Dex-o-Tex Elastatex 500 Urethane Decking, fluid applied elastomeric waterproofing or equal. Site contractor to provide an opening in the existing site fencing and curb at the top of the existing retaining wall to provide an accessible path of travel to the proposed bridge.



8

Site Stairs; The proposed site stairs shall provide access from the existing walkway at 1350 +/- down to the first floor level and up to the second floor level. Site stairs to include a landing, level with the existing walkway and cast-in-place concrete stairs leading down to the first floor. CMU retaining walls with plaster finish to be provided to support the landing and stairs. Stairs leading up from the landing to the second floor to be concrete filled, metal pan stairs with steel stringers. Guardrails and handrails to be provided;

Guardrails at +3’-6” high with vertical pickets spaced to allow for a gap no larger than 4”.

Continuous 1 ½” diameter handrails at +2’-10” high.

Water Resistance and Moisture Management Exterior walls are to provide the building with a weather-resistant exterior wall envelope. The exterior wall envelope shall include flashing, a water –resistive barrier behind the exterior veneer, and a means for draining water that enters the assembly to the exterior. Provide a minimum 6” high concrete curb at the exterior walls or as an alternate, provide 6” high water proofing at the exterior walls. At a minimum, the water-proofing is to consist of 6” high bituminous membrane over backing. Membrane is to be installed behind the water-resistive barrier and sealed to the slab with caulking. Concrete sub-floors are to be sealed where adhered floor finishes occur as required by flooring finish manufacturer to allow for the proper adhesion of the floor finishes. Sub-floors are to be tested for compliance with maximum moisture content and other conditions affecting the proper adhesion of floor finishes. Concrete surfaces to be compliant with floor finish manufacturer’s written installation guidelines. Roof assemblies are to provide the building with a weather-resistant barrier. Weather-resistant barrier is to include a roofing system including flashing with manufacturer’s warranty, and gutters and down-spouts. Flashing to be provided at all changes of roof slope, roof eave and rake, and at all roof penetrations. Finish grade at planting areas is to be 4” to 6” below the interior finish floor level. Planting areas are to slope away from the building. Irrigation system is to be designed and installed to prevent spray from hitting the structure. Concrete walkways are to slope away from the building a minimum of 1% with a maximum cross slope of 2%.

Interior Walls; Shear walls and non-bearing

2x stud walls with painted, 5/8” type ‘X’ gypsum wallboard each side of interior walls.

At classroom and pull-out rooms, install vinyl wallcovering over gypsum wallboard. Vinyl Wallcovering to be direct applied over 5/8” type ‘X’ gypsum wallboard. Gypsum wallboard surfaces shall be prepared and primed for a smooth application of the vinyl Wallcovering.:



9

Vinyl Wallcovering to match Campus Standard; Koroseal Wall Covering, Pattern; Grande. Color to be selected from Manufacturer’s standards.

Korogard Wall Protection System, 4’ high in the corridor. Color to be selected from Manufacturer’s standards. Provide Koroseal Wall Covering above the Wall Protection system.

Shear walls. If proposed by the Modular Builder, shear walls are to be coordinated with the architect and owner and locations are to be shown on the 60% review issue drawings.

All interior walls will extend to the floor structure above or to the underside of the roof structure for acoustical privacy, with acoustical sound batts between the 2x6 wood studs the full height of the wall. Refer to “Noise Level” Section for additional information.

Toilet room will be finished with 6 inch square and 12 inch square ceramic wall tile, semi-gloss finish by Dal-Tile. Tile will be installed full height. Provide two colors, with 50% of the tile from price group 2, and 50% from price group 4. Included is matching bullnose, surface bullnose, double bullnose ceramic shapes in sized coordinated with the field tile. At doors/openings provide marble threshold, white or gray, honed finished; 4 inches wide by full width of wall or frame opening; ½ inch thick; beveled one long edge at 1:2 slope with radiused corners on top side. Use epoxy grout for wall applications. Tile pattern shall be a 50% blend of two sizes and colors. Tile colors and pattern shall be coordinated with the architect.

Wall tiles in restrooms shall be adhered with polymer-modified thin-set mortar to 5/8” minimum thick cementitious backer board.

At rated Electrical Rooms wall assemblies will comply with UL rated designs.

Smooth finishes, no battens.

Flat Backing

Provide 48” x 48” x 16 gage flat backing for the wall mounted flat screen TVs at (1) location per each classroom. The flat screen weight is 255 pounds. Flat backing and wall to be engineered to support a 400 pound load to allow for the flat screen TV and mounting bracket.

Windows, Doors and Openings

Exterior windows and storefront will be double-pane, low-e insulated fixed glass in hollow metal frames. Windows will provide thermal insulation by means of the ½-inch air gap between the dual-panes.

Interior and exterior windows will be welded hollow metal frames. Hollow metal frames of smaller window openings are 16 gauge, and frames of larger window-walls are 14 gauge. Windows are to have true, welded hollow metal intermediate mullions, matching the profile of the window frames. Refer to drawing A5.1 ELEVATIONS included in the RFP for mullion pattern.

Windows in interior walls, sidelight and transoms at classroom and other interior locations are single pane, clear laminated or tempered safety glass.



10

All exterior pedestrian door frames will be 14 gauge, galvanized, welded hollow metal, reinforced for hardware, and chemically treated for maximum adhesion of field-applied paint.

Exterior classroom doors will be 16 gauge and will have glass vision panels and fixed transom windows.

All exterior head of frames to include an integral drip cap. Metal doors to be reinforced at closer attachment points.

Exterior corridor pedestrian doors and frames will have upper and lower vision panels, panic hardware, and fixed transom windows. Appearance of these doors to be similar to those in the adjacent building. Exterior doors to be full flush, thermal-rated doors with view panels. Core to be manufacturer’s standard.

Interior pedestrian doors will typically be solid-core wood, painted with transom windows in 16 gauge, welded hollow metal frames. Doors at storage rooms, equipment rooms, toilet rooms and private offices will be flush face with no transom windows. Refer to “Noise Level” Section for additional information.

Pedestrian doors will be typically 3 feet wide by 7 feet high by 13/4 inches. At vocal and drum classroom labs one set of doors will be 4 feet wide by 7 feet high by 13/4 inches.

Threshold heights shall not exceed requirements for wheelchair use in accordance with the 2013 California Building Code, Chapter 11B (Et AL.) and 2010 ADA Standards for Accessible Design.

Operable Partition Doors based on Modernfold’s Single Panel Systems – Acoustic-Seal Encore. Acoustics – STC 56, Operation – Single Panel Manual, Frame – Roll Formed Welded 14/16 Gage Steel, Finish Options, Heavy Duty Vinyl, Fabric Full Height and Marker/Tack Board, Skin/Face Options – Steel, Pass Door Selection – Single Matching Construction

Hardware will comply with District Standards.. Additional to the below hardware sets’ items, doors and frames shall have sound seals where required for sound attenuation (vocal and drum classroom / lab), and smoke seals where required at fire- and smoke-rated doors. Kick plates will be provided on doors where appropriate.

Acceptable Manufacturers:

Product Specified MFRS Approved MFRS Butt Hinge Ives Hager Keying Corbin Owner Std. Lockset Corbin Owner Std. Exit Device VD99 Series Owner Std. Removable Mullion Von Duprin Owner Std. Surface Closer LCN Owner Std. Anti-Vandal Pull Trimco Ives Push/Pull/KP Ives Trimco OH Stop Rixson GJ Door Stop Ives Trimco Thresh/Seal McKinney Pemko



11

Typical Hardware Sets;

HW SET: 01 - EXTERIOR - PAIR CORRIDOR RIM PANIC DEVICE NON RATED

6 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA KEYED REMOVABLE

MULLION KR4954XP-STAB-MT54 689 VON

2 EA PANIC HARDWARE CDSI-AX-98-L-2SI-03-1439-SNB 626 VON 1 EA MORTISE CYLINDER 1000 CMK 626 COR 4 EA RIM CYLINDER 3000 CMK 626 COR 2 EA SURFACE CLOSER 4041 DEL REG OR PA AS REQ

TBWMS 689 LCN

2 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 2 EA FLOOR STOP FS18L BLK IVE 1 EA SEAL MCK35041CNB 628 MCK 2 EA DOOR SWEEP MCK18062CNB 628 MCK 1 EA THRESHOLD MCK272A X MSA 628 MCK

HW SET: 02 - EXTERIOR- SINGLE CLASSROOM RIM PANIC DEVICE NON RATED

3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE CDSI-AX-98-L-2SI-03-1439-SNB 626 VON 2 EA RIM CYLINDER 3000 CMK 626 COR 1 EA SURFACE CLOSER 4041 DEL REG OR PA AS REQ

TBWMS 689 LCN

1 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 1 EA FLOOR STOP FS18L BLK IVE 1 EA SEAL MCK35041CNB 628 MCK 1 EA DOOR SWEEP MCK18062CNB 628 MCK 1 EA THRESHOLD MCK272A X MSA 628 MCK

HW SET: 03 - EXTERIOR - SINGLE CLASSROOM RIM PANIC DEVICE EXIT ONLY NON RATED

3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE AX-98-EO-1439-SNB 626 VON 1 EA SURFACE CLOSER 4041 DEL SCUSH TBWMS 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 1 EA SEAL MCK35041CNB 628 MCK 1 EA DOOR SWEEP MCK18062CNB 628 MCK 1 EA THRESHOLD MCK272A X MSA 628 MCK



12

HW SET: 04 - EXTERIOR - SINGLE CLASSROOM MORTISE LOCK - NON RATED

3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA MORTISE LOCK ML2052 LSA M17 CMK 626 COR 1 EA LOCK GUARD LG10 630 IVE 1 EA SURFACE CLOSER 4041 DEL SCUSH TBWMS 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 1 EA SEAL MCK35041CNB 628 MCK 1 EA DOOR SWEEP MCK18062CNB 628 MCK 1 EA THRESHOLD MCK272A X MSA 628 MCK

HW SET: 05 - EXTERIOR- SINGLE ELECTRICAL ROOM RIM PANIC DEVICE - NON RATED

3 EA HINGE 5BB1HW 4.5 X 4.5 NRP 630 IVE 1 EA PANIC HARDWARE AX-98-L-NL-03-1439-SNB 630 VON 1 EA RIM CYLINDER 3000 CMK 626 COR 1 EA SURFACE CLOSER 4041 DEL SCUSH TBWMS 689 LCN 1 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 1 EA SEAL MCK35041CNB 628 MCK 1 EA DOOR SWEEP MCK18062CNB 628 MCK 1 EA THRESHOLD MCK272A X MSA 628 MCK

HW SET: 06 - INTERIOR - SINGLE CUSTODIAN MORTISE LOCK NON RATED

3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA MORTISE LOCK ML2057 LSA M17 CMK 626 COR 1 EA SURFACE CLOSER 4041 DEL REG OR PA AS REQ

TBWMS 689 LCN

1 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 1 EA FLOOR STOP FS17 626 IVE 1 EA SEAL MCK35041CNB 628 MCK

HW SET: 07 - INTERIOR - SINGLE DATA ROOM MORTISE LOCK NON RATED


TBWMS 689 LCN




13

HW SET: 08 - INTERIOR - SINGLE GIRLS/BOYS RESTROOM MORTISE LOCK NON RATED

3 EA HW HINGE 5BB1HW 4.5 X 4.5 652 IVE 1 EA MORTISE LOCK ML2055 LSA M17 CMK 626 COR 1 EA OH STOP 100S SPECIAL TEMPLATE AS REQ 630 GLY 1 EA SURFACE CLOSER 4041 DEL REG OR PA AS REQ

TBWMS 689 LCN

1 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 1 EA MOP PLATE 8400 4" X 1" LDW B4E CS 630 IVE 1 EA SEAL MCK35041CNB 628 MCK

HW SET: 09 - INTERIOR - SINGLE STAFF RESTROOM MORTISE LOCK NON RATED

3 EA HINGE 5BB1 4.5 X 4.5 652 IVE 1 EA MORTISE LOCK ML2029 LSA M17 M19 CMK 626 COR 1 EA SURFACE CLOSER 4041 DEL REG OR PA AS REQ

TBWMS 689 LCN

1 EA KICK PLATE 8400 10" X 2" LDW B4E CS 630 IVE 1 EA MOP PLATE 8400 4" X 1" LDW B4E CS 630 IVE 1 EA FLOOR STOP FS17 626 IVE 1 EA SEAL MCK35041CNB 628 MCK

HW SET: 10 - INTERIOR - SINGLE CLASSROOM MORTISE LOCK NON RATED


TBWMS 689 LCN


Through wall exterior louvers and vents will be based on Greenheck Fan Corporation prefinished extruded aluminum louvers, horizontal drainable fixed blades with bird screens.



14

Ceilings

First Floor; Suspended, Acoustic Tile Ceilings at the Classrooms and Pull-out Rooms. Ceiling height to be 9’-0” minimum.

Second Floor; Vaulted ceilings at Classrooms, Lab room, and Pull-out Rooms.

Vaulted Ceilings to be Acoustic wall/ceiling panels, Class A fire rated to be applied to a gypsum board substrate. Fabric wrapped, edge reinforced rigid fiberglass panels with concealed fasteners. 2” thick panels with a minimum NCR 1.00. Kinetics Noise Control Hardside Acoustic Panels or equal product.

Exposed steel trusses to be painted, if any.

Mechanical pipes and ducts will be concealed in ceilings with access panels for maintenance. (24”x30”, unless required differently)

Epoxy painted suspended water-resistant gypsum board ceilings at 8 feet high will be provided at toilet rooms.

Painted suspended water-resistant gypsum board ceilings at 8 feet high will be provided at custodian rooms.

At Electrical and Data Rooms, exposed. Exposed structure painted, if any.

Painted plaster ceilings/soffits at exterior.

Painting

Exterior and interior colors shall be selected by the Architect and approved by the District. All interior gypsum board walls and ceilings, doors, frames, exposed roof framing and roof deck, exposed metal ductwork and metal trim shall be painted with low V.O.C. coatings that are lead-free and chromatic-free. Dunn Edward or equal.

High performance coatings, epoxy paint will be used in all moisture producing locations.

90%, or more, of the total volumes of such products shall meet the applicable VOC content requirements of the California Air Resources Board (CARB) 2007, Suggested Control Measure (SCM) for Architectural Coatings, or the South Coast Air Quality Management District (SCAQMD) Rule 1113, effective June 3, 2011. Aerosol paintings and coatings shall comply with CALGreen section 5.504.1.3.1.

Sanitary Facilities

The number of water closets, urinals and lavatories provided will be in accordance with the number of building occupants and type of building occupancy as determined from the 2013 California Plumbing Code’s (CPC) requirements. All plumbing fixtures shall be low-flow as required by the CPC. All restrooms will be sized and equipped for use by the physically disabled. Drinking fountains will be provided at all restroom locations.

Full height ceramic tile over thin set mortar bed over lath over green-board system at wet locations in Custodial Rooms.



15

Noise Levels and Interior Sound Transmission

Acoustical Performance Design Requirements: As a minimum, meet the requirements of the 2014 Edition California Collaborative for High Performance Schools (CHPS) Criteria for New Construction Moderations, Indoor Environmental Quality’s EQ 14.1 – Enhanced Acoustical Performance.

EQ 14.1 requirements include;

Minimum STC ratings for wall and floor-ceiling assemblies’

Minimum STC ratings for doors,

Interior Reverberation Time Requirements,

Exterior-source Background Noise,

Indoor to Indoor attenuation of airborne noise,

Structure-borne impact sound isolation,

Documentation and Verification requirements.

Fixed sound-absorptive panels will be located in the Vocal and Drum Classroom Labs and where required by the EQ 14.1 requirements. Panels to be back mounted, edge reinforced rigid glass-fiber board panels on all walls.

Interior windows to have a minimum STC rating of 56. Sound rated interior window assembly with slanted, laminated safety glass.

Electrical Equipment Rooms: All electrical transformers will be supported on separate concrete pads and vibration isolators.

Second Floor; see Floor Construction and Finishes, second floor construction

Testing of completed building as required by EQ 14.1

Building Insulation

Thermal insulation will be provided for building roof, walls and doors of type and fire resistance to comply with applicable code requirements. Thermal values of respective assemblies will be determined in accordance with the most current California Energy Code and ASHRAE guidelines. The insulation materials shall not contain asbestos in any form and be formaldehyde free.

Specialties

Visual Display Surfaces:

All Classrooms labs will be designed to accommodate an Interactive Flat Panel / Interactive White Boards and short-throw projector, (3) 4’x8’ sliding marker-boards. Marker-boards shall be reversible, and (1) 4’x14’ marker-board.

Signage:

Exterior building letters and address: Cast aluminum individual dimensional letters.



16

Interior and Exterior room signage will be designed to accommodate the visually impaired. A Dedication Plaque. All room doors will have solid photo-etched zinc wall panels with the room name and/or number.

Miscellaneous signage to include but is not limited to: temporary exterior construction sign, code required maximum occupancy signage or Fire Riser and Electrical Room signage.

Toilet Compartments/Toilet Room Accessories:

Restrooms will have solid-plastic polymer-resin toilet partitions with integral color finish. Solid molded plastic panels, doors, and pilasters, floor-mounted headrail-braced, using 8 inch wrap around hinge and aluminum CWB features. Urinal screens to be wall mounted with continuous wall brackets, minimum 18 inch depth.

Toilet Accessories items based on the use of products by Bobrick Washroom Equipment, Inc.:

o Paper Towel Dispenser & Waste Receptacle: Model B-4369, Contura Series, 350 single-fold towels, 22-gauge stainless steel, recessed.

o Waste Receptacle: Model B-43644, Contura Series, 12-34 gal. capacity, 22-gauge stainless steel, recessed.

o Toilet Seat Cover Dispenser: Model B-4221, Contura Series, 250 toilet seat cover capacity, 20-gauge stainless steel, surface mounted.

o Sanitary Napkin Disposal: Model B-270, Contura Series, 22-gauge stainless steel, surface mounted.

o Napkin/Tampon Vendor: Model B-435009, Contura Series, 22 gauge stainless steel, surface mounted.

o Toilet Paper Holder: Model B-4288, Contura Series, 22-gauge stainless steel, theft-resistant spindles, surface mounted.

o Toilet Paper Holder: Model B-4388, Contura Series, multi-roll dispenser, 22-gauge stainless steel , theft-resistant spindles, recess. Provide Model B-4388 at all accessible toilet compartments.

o Mop Holder: Model B-224 x 30, 30 inches long with 3 mop holders, 18-auge stainless steel, utility shelf, surface mounted.

o Mirror: Model B-2908-1830, Angle Frame, Tempered Glass, with No. 4 stainless steel finish.

o Stainless Steel Angle Mirror Frames, Fabricated from 0.0375 inch stainless steel, formed to ¾ by ¾ inch angle with beveled edge; vertical-grain satin finish; concealed mounting brackets with tamper-proof fasteners.

o Tempered Plane Glass Mirror: ¼ inch thick, No. 1 quality, tempered select float glass; silver-coated, hermetically sealed with uniform electrolytically-deposited copper plating.

o Grab Bars: Fabricated to comply with ASTM F446 and to withstand a 900 pound force. Stainless steel tubing, Type 304, 18-8 alloy, formed 1-1/2 inch radius return to wall at each end; each end heliarch-welded to minimum 11 gage stainless steel circular flange; with concealed mounting flanges.

o Electric hand dryer, design is based on the use of products manufactured by World Dryer Corporation, Model RA5E, 3-7/8 inch project from wall, cast iron housing, single-piece construction, ¼ inch thick, with acid –resistant porcelain enamel finish.



17

Fire Protection Specialties:

Fire extinguishers: As required by code, provide 5 lb. with steel cylinder, for Class A, B, C. Provide semi-recessed stainless steel fire extinguisher cabinet, continuously hinged full glass doors with Saf-T-Lok glass and cylinder locks, flexible cams and FX tub at locations throughout facility.

Solar Tubes /Skylights

Solatube tubular day lighting devices (TDD),

TDDs are to provide diffused daylight to minimize glare within the classroom spaces.

Provide a minimum of two devices in each classroom, in the corridor, and pull-out spaces on the second floor. TDDs are to be a minimum of 20” in diameter. Skylights to be dual glazed with manufacturer’s standard translucent acrylic.

Devices to be self-flashing and provided with manufacturer’s standard curbs.



18

Equipment

Projection Screens:

Interactive Flat Panels / Interactive White Boards, building manufacturer to provide wood blocking in the walls at 6 feet (top) and 4 feet (bottom), entire length of wall

District Provided Equipment:

The following will be provided separately by the School District as part of their FF&E and budget: o Loose furniture for the classroom and pull-out rooms o File cabinets o Printing and copying equipment o IP Based Communication and Audio Visual equipment. Refer to Signaling System

section below for additional information. o Portable stage.

Furnishings

Manufactured Plastic-Laminate-Clad Casework:

Basis of Design: TMI. Provide corkboard panels at specified casework locations.

Typical Classroom Casework to include but not limited to: (District to determine if casework and/or movable furniture)

Science/Lab Classroom: 40 linear feet of base cabinets with 24” clear depth inside cabinet. The base cabinets are to have 3 sinks with clay traps (see plumbing section), 2 levels of adjustable shelves, and 6 duplex power outlets capable of charging 12 engineering robots at a time.

Mechanical Systems

Modular Building Manufacturer shall provide a complete mechanical system including engineering and installation. Mechanical system shall connect to the existing campus EMS system. HVAC heating and cooling load calculation for system and equipment sizing are to be performed in accordance with 2013 California Energy Code.

The design building envelope for new buildings shall comply with Chapter 5, 2013 Title 24, Part 6, California Energy Code for minimum wall, roof insulation and low E fenestration using performance approach. For general occupied spaces such as classrooms, the minimum ventilation requirements shall comply with 2013 California Mechanical Code, Table 402.1. Areas such as storages, custodian closets and restrooms shall comply with Table 403.7, minimum exhaust rates.



19

The exhaust fans on roof shall be down shot type and comply with CMC section 506.9 exhaust outlets. The variable refrigerant flow (VRF) air conditioning system (4-pipes) with dedicated outside air furnished for each unit with ductless cassette units wall mounted or recessed mounted in the soffit in the classrooms. Provide a new direct environmental control and energy management system (ECMS) with malfunction alarms and service scheduling / recording and VRF communication module connection the VRF with EMCS. Electrical and Data rooms are to be conditioned to maintain space temperature below 80 degree F to ensure the proper safety and function of the electronic equipment. The cooling only AC unit capacities are sized based on the heat dissipation of the electrical equipment that is given by the electrical engineer/IT consultant. Data room A/C system shall be an independent, wall mounted Computer Room Air Conditioning unit (CRAC).

Plumbing Systems

Plumbing Fixtures:

Low flow fixtures will use in existing building modernization and new added buildings for lowering the water usage and cost effective. Toilet Fixtures: Low water consuming water closets of 1.28 gallon per flush and urinals of 1/8 gallon per flush will be provided. Sensor operated flush valves will be provided for student water closets and urinals. Manual flush valves with dual flush will be provided for faculty toilets. Push button, ACC, timed self-closing metering faucets are provided for student lavatories. Hose bibs will be along the perimeter at maximum 75 feet intervals. Floor mounted mop sinks will be provided. Plumbing fixtures to comply with CALGreen fixture flow rates.

Manufacturer:

Water Closet: Wall mounted, American Standard, Kohler, Zurn

Urinal: American Standard, Kohler, Zurn

Lavatory: American Standard, Kohler, Zurn

Faucet: American Standard, Kohler, Zurn, Chicago

Sink: American Standard, Kohler, Zurn, Just

Drinking Fountain (optional: bottle filler): Haws, Acorn

Service Sink: American Standard, Kohler, Zurn

Hose Bibb: Acorn, Zurn

Groups of fixtures shall be provided with isolation valves and heavy duty angle stops for ease of maintenance. Each plumbing fixture shall also be provided with isolation valves. Each set of restrooms is provided with wall mounted shut-off valves behind a single access panel on the wall of the same toilet room. Coordinate location of access panels with Owner. Service shut-off valves are provided for all fixtures and hose bibs.



20

Plumbing clay traps to be provided at sinks in the Science/Lab Room.

Tankless Hot Water:

Provide water saving fixtures for custodian, faculty restrooms, student restrooms, and Boys & Girls restrooms. Provide tempered water at student restrooms and faculty restroom. Provide hot and cold water at the custodial room.

Only cold water will be provided for student fixtures at science laboratories. Provide Type “L” copper pipe for above ground installation and Type “K” copper pipe for underground installation of the domestic Hot and Cold Water piping. Hot water pipe shall be insulated per current CEC Standards for Non-Residential Buildings. Provide hot water circulating pump for long distance pipe runs.

Sanitary Waste and Vent System:

Sanitary waste and vent system shall be provided for each plumbing fixture. Floor drains with trap primers shall be provided in each restroom and custodian room. Hard wired operated type trap primer will be provided for low flow rate water saving fixture. Floor sink shall be provided in mechanical equipment room and water heater room.

No-hub cast iron with elastomeric coupling secured with stainless steel bands for waste, storm drainage and vent piping above grade.

Roof and Storm Drainage System:

The roof drainage system will be designed with connections to the on-site storm drainage system. Sizing will be based on a rainfall rate of 2 inches per hours as required by California Plumbing Code.

Manufacturer: JDL pump system, or equal

Site Utility Points of Connection

Locations of Points of Connection (POC); the existing campus utilities will be extended to locations required by the new classroom building design. Utility points of connection will be 5’ from the footprint of the new classroom building. Locations of the utilities within the building and the POCs shall be coordinated with the project civil engineer and architect.

Fire Protection System

The Modular Building Manufacturer is responsible for the engineering and installation of the Fire Protection System.

Building will have a full coverage, wet pipe system per NFPA 13. Refer to the fire life safety for fire protection system hazard classifications and code references.

Sprinkler systems will be hydraulically designed as follows:

Light Hazard occupancies: 0.10 gpm density over 1,500 sq. ft. Ordinary Hazard Occupancies: 0.15 gpm density over 1,500 sq. ft.

The water pressure from the most recent Service Advisory Report (SAR) is required for the design and engineering of the system. Coordinate with owner to obtain a SAR.

Sprinkler lines within the building shall be concealed within the structure. Routing of piping in non-concealed exposed areas shall be coordinated with Architect.



21

Fire Sprinkler piping 3 inch and larger (below ground): PVC ASTM D 1784 Cell Class 1245B and AWWA C900 (Pressure Class 200 (DR14)).

Fire Sprinkler piping (above ground): Schedule 40 Black Steel (CCR = 1.0 or greater)

Chrome pendant spray type sprinkler heads with matching escutcheons will be provided in areas with finished ceiling. Exterior escutcheons shall by poly-coated or concealed type to prevent rusting and oxidation. Upright sprinkler type will be provided for exposed piping areas.

Electrical System

Electrical Engineering:

Modular Building Manufacturer is responsible for the engineering and installation of the line voltage electrical systems including the sizing and installation of a transformer within the Modular Building. The site contractor will provide a power feed including conduit raceway from the campus electrical service and a disconnect switch located in the Modular Building electrical room for the Modular Building Manufacturer to tie into.

Concealed Conduit raceways.

All conduits, junction boxes, and pull boxes shall be concealed except for within the Data Room and the Electrical room.

Labeling/Identification for Electrical Systems;

The electrical system to be labeled per the District Standards. Elements to be labeled include; Junction Boxes, receptacles, switches, panels, pull-boxes, and miscellaneous devices. Labels shall be self-adhesive, clear Pre-printed vinyl with black lettering. Labels for panels and pull-boxes shall be laminated acrylic or melamine, factory lettered, fastened with rivets.

Provide wire markers on each conductor in panel boards, gutters, pull boxes, and at load connection.

Receptacles;

Flex Classrooms / Labs to have an average of 2 per wall – total 8 per classroom. Maximum 8 feet between outlets. Additional outlets per following:

Receptacle at ceiling for ceiling mounted video projector.

Power at designated teacher’s desk area.

A laptop charging station receptacle capable of securing the teacher’s laptop and providing the storage for power supplies shall be installed and integrated into the classroom. This installation may require additional power circuitry.

Science Classroom / Labs: 9 at student stations, 1 at demonstration table, plus 4 others for general use – total 14 per room. An additional 6 duplex outlets to be provided for engineering robot charging, refer to casework section.

Interior Circulation, Exterior Circulation Areas: Receptacles at 12 feet on center, maximum.

Restrooms: 1 GIF, duplex convenience outlet in each restroom.



22

Wall mounted switch and power outlet to have stainless steel cover plates and be hospital grade with minimum of 20 Amp circuits.

Lighting System:

General: Lighting system shall consist of new lighting fixtures, fed from 120/208 volts, 3 phase, 4 wire (or 120/240V, 1 phase) panel boards in electrical rooms.

Lighting Controls: Occupancy sensors will be used to control the lighting system in classrooms and support area. Daylight saving controls will be utilized to dim lights when there is sufficient daylight. The automatic dimming controls will be interconnected digitally with light sensors in daylight zone area. Outdoor and site lights will be controlled by digital timers, photo cell controls, motion sensors and dimming controls.

Classrooms: The lighting system shall include multiple rows of pendant mounted indirect-direct LED fixtures (with 0-10V dimming driver) in Classrooms and Labs with vaulted ceilings. Indirect / direct pendant system provides better balanced illumination with less glare. Classrooms and Labs with suspended acoustical ceiling provide multiple rows of LED Linear fixtures. Finelite LED ID direct/indirect linear pendent fixtures and Finelite LED R direct recessed linear fixtures, Finelite LED WW-R linear wall-washer or equal.

In compliance with California Energy Code requirements, lighting system will operate in three modes, general illumination, quiet mode and A/V mode. A ceiling or wall mounted wall washing fixtures for teaching wall’s white board shall be installed to provide vertical illumination. The lighting system will provide an average of 35-50 foot candles at task level, minimum 25 foot candles at the student’s desks (worst case 3 feet from walls) and adequate levels at ceiling and vertical surfaces.

Digital dimming switches to be provided at the teachers desk and at the door. On/off switches will be provided at door. Digital Switches for whiteboard fixtures, A/V mode, diming up/down and Quite Time shall be provided at teacher desk.

Restrooms: Surface / Recessed mounted vandal-proof LED lighting fixtures will be designed for restrooms to provide 10 foot candles of lighting.

Exterior Lighting: LED fixtures light fixtures wall mounted on building exterior will be designed to provide 2 foot candles of lighting at the exterior walkways. Exterior lighting system with dimming will comply with new Title 24 requirements. The exterior lighting fixtures close to property lines will include shields to avoid light spillage beyond the property lines. The built-in motion sensors at exterior lighting fixtures shall automatically dim down lights to minimum security levels.

Fire Alarm System:

Site Contractor shall be responsible for the installation of a complete Fire Alarm System except for the installation of the conduit raceways within the Modular Building.

Modular Building Manufacturer shall be responsible for the installation of the conduit raceways within the Modular Building including device back-boxes, pull-boxes, and terminal connection cabinets. Modular Building Manufacturer shall coordinate with the Site Contractor and provide the conduit raceway per the approved fire alarm design drawings and specifications.



23

New automatic fire alarm system complying with NFPA 72 will be installed. Building will be provided with a fire alarm control panel and report back to the existing network annunciator in the Administration building.

Smoke and heat detectors will be installed at all interior location as needed. Horns will be provided at exterior of building.

Connections to all smoke dampers and other devices will be installed by mechanical contractor. Power shut down interface for all HVAC systems will be installed as indicated per mechanical specifications.

Fire alarm system will be provided with integral battery system for 24 hour stand by and five minute alarm for new fire alarm control panel and all power supplies.

Signaling System:

Signaling and technology will be per Saugus Union School District Information Technology Guidelines and Standards.

The conduits pathways within the Modular Building and equipment shall be provided by the Modular Building Manufacturer to support an Integrated IP Based Communication and AV system. All data outlets shall home run to the data room in conduit. Conduit to be sized for CAT 6 cabling, allowing to 50% furure expansion.

The Site Contractor shall provide Fiber Optic Cabling from the campus IDF room to the new classroom building data room. Site Contractor shall provide underground conduit to extent the existing conduit raceway and a pull-box within the new classroom building data room.

Data cabling within the Modular Building shall be provided by the Owner.

Signaling system shall include the following;

Data Rooms WLAN Wireless cabling and Infrastructure. Two wireless access points at classrooms, lab, and in the pull-out spaces. Four wireless access points at computer lab. 8 data outlets with CAT 6 cabling adjacent to duplex power outs in each Classrooms, Lab, and Pull-Out spaces. Classroom Audio Video System with AV controls at the Teacher’s desk. Provide power and a 4s data box at the teaching wall at +7’-0” for a wall mounted Flat Screen TV. Provide an additional 4s data box below the flat screen TV location at +18”. Provide 1” diameter conduit from each data box stubbed out 6” into the utility soffit. Refer to Exterior and Interior wall paragraphs in this document for backing requirements. VOIP Telephone System Paging, Bells, Intercom, VOIP, and Emergency Notification to be provided in the new classroom building and tied into the existing campus systems. Modular Building Manufacturer shall coordinate with the user and architect in the design of the Signaling systems.



24

Sustainability Opportunities

The following sustainability opportunities along with the CALGreen, Non-Residential Mandatory Measures shall be considered within the design and construction of the modular building:

Indoor Environmental Quality

CALGreen Environmental Quality, Pollutant Control, Section 5.504;

Adhesive and Sealant VOC limits, Architectural paints and coatings VOC limits, and formaldehyde limits in manufactured wood products.

CALGreen Water Resistance and Moisture Management. Section 5.407.

Weather-resistant exterior wall and foundation envelope.

CALGreen Water Efficiency and Conservation, Section 5.303.2

Plumbing fixture flow rates.

CALGreen Environmental Comfort, Section 5.507.4

Exterior and Interior noise transmission.

HVAC Design – ASHRAE 62.1

Enhanced Filtration (verify with mechanical engineer)

Dedicated Outdoor Air System

Pollutant and Chemical Source Control

Outdoor Moisture Management

Ducted Returns (verify with mechanical engineer)

Construction Indoor Air Quality Management

Low Emitting Materials

Low Radon

Thermal Comfort – ASHRAE 55

Individual Controllability

Controllability of Systems

Day-lighting: Glare Protection

Electric Lighting Performance

Acoustical Performance

Low-EMF Wiring

Outdoor Air Quality

CALGreen Outdoor Air Quality, Section 5.508.1

Install HVAC, Refrigeration, or Fire Suppression Equipment that do not contain Chlorofluorocarbons (CFCs) or Halon.



25

Energy

Energy Performance

Commissioning

Environmentally Preferable Refrigerants

Energy Management System

Natural Ventilation

Site Development

Construction Site Runoff Control and Sedimentation

Post Construction Stormwater Management

Reduce Heat Islands – Landscaping and Sites

Avoid Light Pollution and Unnecessary Lighting

CALGreen Outdoor Water Use, Section 5.304

Water Budget, Outdoor potable water use, Irrigation design.

CALGreen Storm Water Pollution Prevention, Section 5.106

CALGreen Bicycle Parking, Section 5.106.4.2

Materials and Waste Management

CALGreen Construction Waste Reduction, Disposal, and Recycling, Section 5.408.

Recycled Content

Rapidly Renewable Materials

Certified Wood

Materials Reuse

Operations and Metrics

Facility Staff and Occupant Training

Post-Occupancy Transition

High Performance Operations

Systems Maintenance Plan

Indoor Environmental management Plan

Integrated Pest Management



26

Modular Scope of Work Matrix The following Modular Scope of Work Matrix is not mean to be an exhaustive list and nor shall it be used as one. This Matrix is meant to aid and to assist all parties in defining and better understanding each other’s responsibilities.

Task Responsible Party

Notes Site Contr.

DLR Group

Owner Modular

General Conditions DSA Approvals X X DSA Back Check (Attend)

X X Modular Company to attend DSA Back Check

Final DSA Approval X X Certificate of Occupancy X X X Temporary Security Fence X Temporary Heat X Temporary Lighting X Dumpsters

X X Modular: self-generated debris only

Building Title 24 Signage X Exterior Building Signage

X Coordinate with Owner and Architect

Site Cleanup X X

Modular: self-generated debris only

Payment and Performance Bond

X X

Site Security X Portable Restrooms During Construction

X

Phone and Data Service for Construction

X

Construction Office X Project Management

X X Include for modular buildings on site and in factory

Prevailing Wages X X On Site Only Builders Risk X



27

Task Responsible Party Notes

Site Contr.

DLR Group

Owner Modular

Architecture and Engineering Modular Building Engineering

X

Architectural Design X X For Modular Building MEP Engineering

X For Modular Building including connection to the Campus EMS

LEED Certifications N/A N/A Acoustic Design and Verification

X

Building Foundation Engineering

X Including stair and bridge footings.

Civil Engineering X Site Utility Verification / Engineering

X X

Storm Water and Erosion Control Plan

X X

Surveying X Locate Building Benchmark

X Will need building corner point

Soil Testing X For GeoTech Report Foundation Embed Plan X Regularly Scheduled Meetings

X X X X

Factory Scope Building Manufacturing X Concrete Floor System

X Modular to provide concrete embeds

Floor Finishes X All specified flooring Interior Wall Finishes X Per plans and specs Fixed sound-absorptive panels

X

Roofing X Per plans and specs Solar Tubes X Ceiling Finish X Per plans and specs Type V-B, Fully Sprinkled

X 1-hour and/or smoke separations where needed

Elevator X



28


Site Contr.

DLR Group

Owner Modular

Egress Stairs X Exit Balcony X Accessible Bridge X Electrical Wiring

X Wiring, raceways and finish devices

Site Stairs X Electrical Fixtures

X With Stainless Steel Cover Plates

Electrical Panels X For Modular only Electrical Transformer X



29


Site Contr.

DLR Group

Owner Modular

Plumbing Fixtures X

All rough and finishes, ADA compliant hardware

Casework X Per plans and specs Windows, Doors and Hardware

X

Fire Extinguishers X For modular only Building Signage X All Title 24 Signage Smart Boards/ Flat Screen TVs. X

Modular to coordinate with Owner and Architect

Magnetic Marker Boards X Third Party DSA Inspections (In-Plant)

X Owner will contract

Testing and Inspections X Owner will contract Load Side Connections to Panels

X

Line Side Connections to Panels

X

Modular Building Installation Building Installation per Scope of Work

X

Interior and Exterior Finish and Close-up

X Smooth finishes, no battens

Level Modular Units X Connection of the Modular Units to Foundations

X

Crane Service X Building Transportation to the Site

X

Clear Access to the Site X MEP in Modular Building X Building Safety – Staging and Craning

X



30


Site Contr.

DLR Group

Owner Modular

Site Work Site-Cleaning & Demo X Site-Grading X Site-Fill & Compact X Site-Pave, Curb, Stripe X Site-Storm Water Mgmt. X Site-Landscaping X Site-Light Poles, etc. X Site-Natural Gas X Utility Metering X Grounding and Bonding

X Modular Frames and Electrical Panels

Ground Rod Testing X

Owner to cover testing

Building Foundations including footings for stairs and the bridge

X X

Site Contractor shall be responsible for the construction of the building foundations. Fabricator to coordinate with the site contractor and review the foundation construction in the field.

Any Work NOT within Building Envelope

X

Site Security X Site Utilities X Final Connections to all Utilities

X

Point of connections of utilities to be at the exterior face of the building.

Exterior Finishes

X

Exterior plaster finish shall be provided by the Modular Building Manufacturer

Plumbing Sanitation X



31


Site Contr.

DLR Group

Owner Modular

Electric and Low Voltage Electrical – Building Interior X Electrical Service X Electric – Service Connections

X

Electric – Interior Connections

X Cross Connects

Task Responsible Party Notes Site

Contr. DLR

Group Owner Modular

Provide Power to Interior Islands

X

Fire Alarms and/or detection system

X Conduits only

Voice / Data System X Conduit sonly Public Address System X Conduits only

Plumbing Plumbing – Rough Plumbing

X Outside footprint of Modular Building

Plumbing Service X Plumbing – Service Connections

X

Plumbing – Interconnections

X

Fire Sprinklers X Fire Riser X Site Test and Sterilize X Final Connections X

Mechanical HVAC System VFR X HVAC Balancing X HVAC Testing X Commissioning X Power Exhaust X EMS X VFR Condenser Power X VFR Control X



32

Exhibits Enclosed

1. A0.2 Site Plan

2. A1.1 First Floor Plan

3. A1.2 Second Floor Plan

4. A1.3 Perspective Views

5. A4.1 Roof Plan

6. A5.1 Exterior Elevations

7. A5.2 Building Sections

8. A5.3 Enlarged Sections

9. EQ-14.1 Acoustic Criteria

Arc

hitectu

re E

ng

ine

erin

g P

lann

ing

In

terio

rs

© , D

LR

Gro

up inc. of C

alif

orn

ia, a C

alif

orn

ia c

orp

ora

tion, A

LL R

IGH

TS

RE

SE

RV

ED

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/5

/2016 1

1:2

4:0

6 A

M

C:\

Revit\7

5-1

527

0-0

0_A

R_2015_C

EN

TR

AL_pheerm

ann@

dlr

gro

up.c

om

.rvt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

CO

NC

EP

TU

AL

DE

SIG

NC

OV

ER

SH

EE

TA

0.0

2015

Saug

us U

nio

n S

choo

l D

istr

ct -

West C

reek A

cad

em

y

WEST CREEK ACADEMY2 STORY CLASSROOM ADDITION

MARCH 31st, 2016

ATTACHMENT TO THE CONCEPTUAL DESIGN NARRATIVE

PLAYGROUND

UPUP

UP

UP

(E) RETAINING WALL

(E) WALK WAY

HVAC

(E) PLAYGROUND

(E) BUILDING 'B'

(E) BUILDING 'C'

(E) BUILDING 'A'

FF 1344'

(N) OUTDOOR AREA

BERM

Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 2

:58

:04 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nS

ITE

PL

AN

A0.2

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

SCALE: 1" = 30'-0"

SITE PLANN

UP

UP

UP

A5.1

2

1109 SF

DRUMS

1099 SF

KEYBOARD /PIANO

1101 SF

FLEXCOMPUTER1201 SF

SCIENCE

906 SF

BREAKOUT A

395 SF

BREAKOUT A

193 SF

BOYS

73 SF

MALE STAFF

223 SF

GIRLS

78 SF

DATA

37 SF

CUST

80 SF

STOR

90 SF

ELEC

Not Enclosed

OUTDOORLEARNING

AREA

2

A5.2

FF= 1344'

(E) = 1350'

77 SF

ELEVATOR

LINE OF STAIRS TOSECOND FLOOR ABOVE

OPENINGABOVE

2

7.1 8.1

15

C

F

36' -

0"

31 4 6 7 8 9 10 12 13 14

A

B

15' -

6"

6' -

0"

G

H

12' -

0"

D

E

7' -

9 1

/2"

24' -

0"

4' -

2 1

/2"

6' -

0"

12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0"

A5.11

1

A5.3

1

A5.2

63 SF

MECH

5

12' - 0" 12' - 0"

UP

LINE OF BRIDGE ABOVE

6' -

0"

R 4' - 5 1/2" R 4' - 4 1/2"

8' - 6"

20 SF

FIRE RISER

BRICK CLAD COLUMNS,TYP

Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 2

:58

:05 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nF

IRS

T F

LO

OR

PL

AN

A1.0

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

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

1st Floor PlanN

DN

DN

UP

DN

997 SF

CLASS

1065 SF

VOCAL (LAB)961 SF

CLASS

1194 SF

CLASS (LABSIZE)

395 SF

BREAKOUT B

906 SF

BREAKOUT A

194 SF

BOYS223 SF

GIRLS

73 SF

STAFF

37 SF

STORAGE

2

A5.2

(E) = 1350'

FF = 1355'

FF = 1351'

77 SF

ELEVATOR

2

7.1 8.1

15

C

F

31 4 6 7 8 9 10 12 13 14

A

B

G G

H

D

E

A5.11

1

A5.3

1

A5.2

62 SF

STOR

3" / 12"

5

RAISED WALKWAY

DN

BRIDGE/ACCESSIBLE RAMP

EXTERIOR BALCONY

UP

OPERABLE WALL

MODULAR ELEVATOR

(E) RETAINING WALL

(E) WALKWAY

(E) GUARDRAIL

OPEN TO BELOW

25' -

1"

3' - 4"

GUARDRAIL

ROOF BELOW

PAINTED METAL GUARDRAIL

6' -

0"

21 SF

FIRE RISER

3

A5.3

8' -

0"

Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 2

:58

:06 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nS

EC

ON

D F

LO

OR

PL

AN

A1.1

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

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

2nd Floor Plan N

BRICK AND PLASTERCLAD COLUMN, TYP.

Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 2

:58

:32 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nB

IRD

S E

YE

A1.2

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

SCALE:A1.2

1 BIRDS EYE 1

SCALE:A1.2

2 CAMPUS PERSPECTIVESCALE:A1.2

3 PLAYGROUND PERSPECTIVE

DN

UP

DN

A5.1

2

2

A5.2

7" / 12" 7" / 12"

A5.11

1

A5.3

1

A5.2

7" / 12" 7" / 12"

3" / 12"

3 1/2" / 12"3 1/2" / 12"

--

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3 1

/2"

/ 12"

3" / 12" 3" / 12"

3 1/2" / 12"3 1/2" / 12"

3" / 12"3" / 12"

Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 2

:58

:33 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nR

OO

F P

LA

NA

4.1

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

N

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

Roof Plan

1st Floor0"

2nd Floor11' - 0"

Roof Line22' - 0"

27.18.115 3 14678910121314

1

A5.3

1

A5.2

5

Top of Ridge29' - 11"

1st Floor0"

2nd Floor11' - 0"

Roof Line22' - 0"

2

A5.2

CF ABGH DE


BRICK CLADDING, TYP.

PLASTER CLADDING, TYP

METAL TILE ROOFING

PLASTER WALLS, TYP.

PAINTED METALHANDRAILS/GUARDRAILS

Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 2

:58

:36 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nE

LE

VA

TIO

NS

+ S

EC

TIO

NS

A5.1

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

SCALE: 1/16" = 1'-0"A5.1

2 Elevation 1 - a

SCALE: 1/16" = 1'-0"A5.1

1 Elevation 5 - a

1st Floor0"

2nd Floor11' - 0"

Roof Line22' - 0"

CF ABGH DE


1st Floor0"

2nd Floor11' - 0"

Roof Line22' - 0"

27.18.115 3 14678910121314

1

A5.3

1

A5.2

5


Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 2

:58

:41 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nB

UIL

DIN

G S

EC

TIO

NS

A5.2

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

SCALE: 1/16" = 1'-0"A5.2

1 BUILDING SECTION THROUGH BREEZE WAY

SCALE: 1/16" = 1'-0"A5.2

2 BUILDING SECTION THROUGH CLASSROOMS

1st Floor0"

2nd Floor11' - 0"

H

(E)WALKWAY

(E)RETAINING WALL

(E)METAL FENCE/ GUARDRAIL

GUARDRAIL / HANDRAIL

BRIDGE/ ACCESSIBLERAMP

TUBE STEEL COLUMN

FACE OF THE BUILDING

A5.3

2

TUBE STEELBEAM

2nd Floor11' - 0"

3' -

6"

.2'-1

0" M

IN

VA

RIE

S

NOTE;1. RAMP SURFACE, CONCRETE, CROWNED TO SHEET DRAIN OFF BOTH SIDES.2. RAMP SURFACE FINISH TO BE NON-SLIP, DEX-O-TEX, ELASTOMERIC3. GUARDRAILS & HANDRAILS TO BE SIMILAR TO EXISTING ADJACENT BUILDINGS4. GUARDRAILS & HANDRAILS; ALL WELDED CONNECTIONS, ALL WELDS GROUND SMOOTH.

BENT PLATE, PAINTED

TUBE STEEL BEAM, PAINTED

RAMP SURFACE

GUARD RAIL, PAINTED

1 1/2" DIA HANDRAIL,PAINTED

TUBE STEEL COLUMN WITH PAINTEDPLASTER CLADDING

2" X 2" RAILS, TOP & BOTTOM

2" X 2" POSTS @ 6' O.C. MAX.,WELD TO BENT PLATE.

1/2" X 1/2" PICKETS, @ 4" O.C.

8' - 0"

CONCRETE FILED, METAL DECK BRIDGE

BRIDGE SUPPORT COLUMN

(E) RETAINING WALL

BENT PLATE AS SEISMIC SLIP JOINT

SEISMIC JOINT COVER

(E) WALKWAY

(E) +1351'

(E) FINISH GRADE +1345.4'

. .MODULAR BUILDER'S SCOPESITE CONTRACTOR'S SCOPE

1st Floor0"

CONCRETE FILED, METAL PAN STAIRS

RETAINING WALL

CONCRETELANDING +1350'

FINISH GRADE +1344.5'

. .MODULAR BUILDER'S SCOPESITE CONTRACTOR'S SCOPE

Arc

hite

ctu

re

En

gin

ee

ring

P

lan

nin

g

Inte

rio

rs

© , D

LR

Gro

up

in

c. o

f C

alif

orn

ia, a

Ca

lifo

rnia

co

rpo

ratio

n, A

LL

RIG

HT

S R

ES

ER

VE

D

PLA

NS

AR

E S

CH

EM

AT

IC, N

OT

FO

R C

ON

ST

RU

CT

ION

4/4

/201

6 3

:11

:16 P

M

C:\

Revit\7

5-1

527

0-0

0_A

R_

2015_C

EN

TR

AL_m

frey.r

vt

75-1

52

70-0

0

Issue D

ate

;03/3

1/2

016

New

Cla

ssro

om

Build

ing

Mod

ula

r B

uild

ing

sch

em

atic D

esig

nSECTIONS

A5.3

20

15

Sau

gu

s U

nio

n S

ch

ool D

istr

ct -

We

st C

ree

k A

ca

de

my

SCALE: 1/8" = 1'-0"A5.3

1 BRIDGE SECTION

SCALE: 1/2" = 1'-0"A5.3

2 ENLARGED BRIDGE SECTION

SCALE: 1/4" = 1'-0"A5.3

3 SECTION AT BRIDGE/RETAINING WALL

SCALE: 1/4" = 1'-0"A5.3

5 SECTION AT STAIRS/RETAINING WALL

The Project - Saugus Union School District Services/Facilities/WC... · Saugus Union School...

Documents

Transcript of The Project - Saugus Union School District Services/Facilities/WC... · Saugus Union School...