General Notes: 1. All work shall comply with all applicable codes and ordinances and conform to the project

criteria for construction. 2. Do not scale drawings. Use given dimensions only. 3. Large scale plans and details govern over small. 4. All work shall be of the highest quality following Manufacturer's specifications and best trade

practices and standards. 5. All work shall be guaranteed against poor workmanship and defects for a period of one year. 6. All Contractors shall inspect the existing site conditions and verify the given dimensions and

conditions. Notify the Architect of any significant discrepancies that may exist between the plans for the new construction and existing conditions, noted or observed in the field, prior to the start of any work. Contractor shall note the location of existing facilities, the extent of his work, or interference by other trades with his work.

7. Contractor shall coordinate in field all work necessary as required by new work and existing conditions.

8. All Contractors shall remove their debris from the site. 9. All shop drawings and finish samples shall be submitted to the Owner for final approval prior

to the start of construction. 10. Alternate manufacturers of specified finishes and equipment are acceptable where comparable

finish colors and style listed on the building elevations and finish schedules can be provided. All substitutions shall be submitted to the Owner for acceptance prior to construction.

11. Schedules may show standard selections. Items indicated on schedules may not necessarily be included as part of this project.

A/C Air conditioning ACT Acoustical tile AFF Above finish floor ALT Alternate ALUM Aluminum APX Approximate ARCH Architect(ural) BFC Below finished ceiling BJT Bed joint BLDG Building BLK Block BRK Brick BUR Built up roof CAB Cabinet CF Cubic foot CFL Counter flashing CL Center line CJT Control joint CLG Ceiling CLR Clear(ance) CMT Ceramic mosaic tile CMU Conc. masonry unit COL Column COMB Combination CONC Concrete CONST Construction CONT Continuous, (continue) CONTR Contractor CRS Course(s) CSMT Casement CT Ceramic tile CTR Counter CY Cubic yard DIM Dimension DISP Disposal DIV Division DL Dead load DN Down DR Door DS Downspout DT Drain tile DTL Detail DW Dish washer DWG Drawing DWR Drawer EA Each EIFS Ext. insul. fin. system EL Elevation ELEC Electric(al) ELEV Elevator EMER Emergency EQ Equal EST Estimate EWC Electric water cooler EXH Exhaust EXIST Existing EXP Expansion EXT Exterior FA Fresh air FBO Furnished by Others FD Floor drain FE Fire extinguisher FEC FE cabinet FF Factory FFE Finish finished floor elev. FFL Finished floor line FHC Fire hose cabinet FIN Finish(ed) FLG Flashing FLR Floor FLUR Fluorescent FOC Face of concrete FOF Face of finish FOM Face of masonry

FRC Fire resistant coating FRT Fire retardant FS Floor sink FSR Flame spread rating FT Feet, (foot) FUR Furred(ing) GA Gage, gauge GALV Galvanized GC General Contract(or) GKT Gasket(ed) GL Glass, glazing GRN Granite GSS Galvanized steel sheet GYPBD Gypsum board HB Hose bibb HC Hollow core HD Heavy duty HDR Header HDW Hardware HDWD Hardwood HJT Head joint HM Hollow metal HOR Horizontal HT Height HTG Heating HVAC Heating, vent., A/C HWH Hot water heater ID Inside diameter INCIN Incinerator INCL Include(d),(ing) INSUL Insulate(d),(ion) INT Interior JC Janitor closet JF Joint filler JST Joist JT Joint L Length LAM Laminate(d) LAV Lavatory LH Left hand LL Live load LLH Long leg horizontal LLV Long leg vertical LT Light LVL Laminated veneer lumber LW Lightweight MATL Material MAX Maximum MECH Mechanical MFR Manufacture(r) MIL Millimeter MIR Mirror MISC Miscellaneous MO Masonry opening MOD Modular MOV Movable MRD Metal roof decking MT Mount(ed),(ing) MTL Metal MULL Mullion NIC Not in contract NTS Not to scale OA Outside air OC On center(s) OD Outside diameter OH Overhead OPG Opening OPH Opposite hand OPP Opposite OPS Opposite surface P-1 Paint (color 1) PAR Parallel PB Panic bar PBD Particle board

PLF Pounds per linear foot PSF Pounds per square foot PSI Pounds per square inch PSL Parallel strand lumber PWD Plywood QT Quarry tile R Riser RA Return air RB Rubber base RBT Rubber tile RCP Reinforced conc. pipe REF Refrigerator REG Register REQD Required RH Right hand RJB Reinforced junction box RM Room RO Rough opening S & P Shelf & pole SC Solid core SCH Schedule SECT Section SF Square foot SG Sheet glass SI Square inch SKL Skylight SNT Sealant SP Soundproof SPEC Specification(s) SPKR Speaker SQ Square SS Stainless steel STD Standard STL Steel STOR Storage SUS Suspended SY Square yard T Tread TEL Telephone TEMP Tempered THK Thick(ness) THR Threshold TOC Top of concrete TOL Tolerance TOW Top of wall TPTN Toilet partition TR Transom TV Television TYP Typical TZ Terrazzo UC Undercut UL Underwriters Laboratory UNF Unfinished UNO Unless noted otherwise VB Vinyl base VCT Vinyl composition tile VENT Ventilation VERT Vertical VG Vertical grain VIF Verify in field VYL Vinyl W Width, wide W/ With W/O Without WB Wood base WC Water closet WD Wood WH Wall hung WP Weather protected WR Weather resistant WS Waterstop WSCT Wainscot WWF Welded wire fabric

ARCHITECT GROUNDWORK, LTD. 351 WEST DUNDEE ROAD, SUITE A BUFFALO GROVE, ILLINOIS 60089 PHONE: (847) 541-4151 FAX: (847) 541-4066 ATTN: DAVID WYTMAR, LEED AP

M.E.P. ENGINEER GNA ENGINEERING 874 CHELTENHAM WAY AVON, INDIANA 46123 PHONE: (317) 506-8151 ATTN: DAVID GOODERUM, P.E.

GENERAL CONTRACTOR GREENBAR CONSTRUCTION 384 N. MADISON AVENUE, SUITE 100 GREENWOOD, IN 46142 PHONE: (317) 300-8126 ATTN: JERED DUKE

SELF-STORAGE FACILITY

13720 E. 118TH STREET FISHERS, IN 46037

OWNER:

STORAGE DEPOT OLIO ROAD, LLC 9000 KEYSTONE CROSSING, SUITE 230

INDIANAPOLIS, IN 46240 PHONE: (317) 663-8648

CONTACT: JIM ADAMS

CIVIL ENGINEER WEIHE ENGINEERS, INC. 10505 N. COLLEGE AVENUE INDIANAPOLIS, INDIANA 46280 PHONE: (317) 846-6611 ATTN: BRAD SCHOEFF

STRUCTURAL ENGINEER STRUCTUNEERING INC. 7322 SW FREEWAY, SUITE 735 HOUSTON, TX 77074 PHONE: (713) 779-1701 ATTN: WINSTON E. (“ED”) KYLE, P.E.

See additional code information on code matrix on Sheet A0.1

Project Description / Scope of Work: This project is a new self-storage facility consisting of five separate buildings. Building A is a two-story conditioned building. Buildings B, C, and D are one-story non-conditioned buildings, and Building E is a one-story non-conditioned building, with interior conditioning as part of future work.

Use Group: Moderate-hazard storage Group S-1 Business Group B

Type of Construction: Type II-B Square Footage: Building A (1st Floor): 29,589 SF Building A (2nd Floor): 26,943 SF Building B: 6,449 SF Building C (Fire Area C1): 8,470 SF Building C (Fire Area C2): 9,123 SF Building D: 4,977 SF Building E: 11,993 SF Total: 97,544 SF Fire Protection Sprinklering: Fire protection sprinklering is provided in Building A. Nofire protection sprinklering system is proposed for Buildings B, C, D, or E. Building Height: Maximum height of buildings is less than 35'-0". Number of Stories: Building A is 2-story, all other buildings are 1-story. Occupant Load: Business Areas have an occupant load of 100 (gross) SF per person. Warehouses have an occupant load of 500 (gross) SF per person. Building A (Office): 1,093 SF / 100 = 11 persons Building A (Warehouse 1st Floor): 28,496 SF / 500 = 57 persons Building A (Warehouse 2nd Floor): 26,943 SF / 500 = 54 persons Building B: 6,449 SF / 500 = 13 persons Building C: 17,593 SF / 500 = 36 persons Building D: 4,977 SF / 500 = 10 persons Building E: 11,993 SF / 500 = 24 persons Area Separation: Fire wall is provided to divide Building C. Within these smaller areas,no area separation required between units. Number of Exit Doors: With an occupancy load of less than 49 people, one exit is required.Two (2) 36" wide door provided for all spaces with an occupancy of 50 or greater. Travel Distance: Spaces with a sprinklered S-1 occupancy require a travel distance of 250'or less. Spaces with a non-sprinklered S-1 occupancy require a travel distance of 200' orless. Spaces with a B occupancy that have only one exit require a travel distance of 75' orless. Project complies - see plans. Plumbing Fixtures: Accessible bathroom, drinking fountain and janitor service sink areprovided within the facility.

All construction shall conform to the following codes, as applicable: Building: 2014 Indiana Building Code, comprised of 2012 International Building Code

with Indiana amendments. Mechanical: Indiana Mechanical Code, comprised of 2012 International Mechanical

Code with Indiana amendments. Electrical Indiana Electrical Code, comprised of 2008 National Electrical Code with

Indiana amendments. Plumbing: Indiana Plumbing Code, comprised of 2006 International Plumbing Code with

Indiana amendments. Energy Conservation: Indiana Energy Conservation Code, comprised of 2007

ANSI/ASHRAE 90.1, with Indiana amendments. Fuel Gas: Indiana Fuel Gas Code, comprised of 2012 International Fuel Gas Code with

Indiana amendments. Fire Code: 2014 Indiana Fire Code, comprised of 2012 International Fire Code with

Indiana amendments. Accessibility: 2010 ADA, and A117.1 Accessible and Usable Buildings and Facilities,

2009 edition. Other: And other applicable City Codes and Ordinances. Verify all Codes and

Amendments with City prior to constructions

Olio - 13220 E. 118th Street, Fishers - Y1572012 IBC REQUIREMENT ACTUAL

1 DEFINITIONS2 202 AISLE. An unenclosed exit access component that defines and

provides a path of egress travel.Aisles provided. See plans.

3 202 CORRIDOR. An enclosed exit access component that defines and provides a path of egress travel.

No corridors provided.

45 USE AND OCCUPANCY CLASSIFICATION6 CLASSIFICATION7 304.1 Spaces for business office transactions are classified as

Business, Use Group B.8 311.2 Self-storage facilities are generally classified as Moderate-

hazard storage, Group S-1.Self-storage is classified as Group S-1

910 GENERAL BUILDING HEIGHTS AND AREAS11 TYPES OF CONSTRUCTION12 Table 503 Proposed Type of Construction will be Type II-B

Noncombustible construction.13 Basic Height and Area14 Table 503 Use Group S-1 with Type II-B construction is allowed to be 2

stories, 55' in height, 17,500 SF per Floor.Modified below for sprinkler system.

15 BUILDING AREA MODIFICATIONS16 Automatic Sprinkler System Increase17 506.3 Area increase of an additional 200% for multi-story buildings

with sprinkler system.18 506.3 17,500 SF/floor + increase 200% (35,000), therefore, 17,500 S.F. +

35,000 SF = 52,500 SF/floorMaximum floor area of proposed Building A is 29,589 SF per floor. Proposed building is within allowable area.

1920 FIRE PROTECTION21 FIRE-RESISTANCE RATINGS AND FIRE TESTS22 703.7 Marking and Identification: Fire walls, fire barriers, fire

partitions, smoke barriers and smoke partitions or any other wall required to have protected openings or penetrations shall be effectively and permanently identified with signs or stenciling. Such identification shall: 1. Be located in accessible concealed floor, floor-ceiling or attic spaces; 2. Be located within 15' of the end of each wall and at intervals not exceeding 30' measured horizontally along the wall or partition; and 3. Include lettering not less than 3" in height with a minimum 3/8" stroke in a contrasting color incorporating the suggested wording. "FIRE AND/OR SMOKE BARRIER—PROTECT ALL OPENINGS" or other wording.

23 EXTERIOR WALLS24 Fire Separation Distance25 Table 602 For Type II-B construction for Occupancy Group S-1, no

exterior wall rating is required for fire separation distance of 10' or greater.

0-hour exterior walls - building has greater than 10' fire separation.

26 SHAFT ENCLOSURES27 Shaft Enclosures28 713.4 Shaft enclosures shall have a fire-resistance rating of not less

than 2 hours where connecting four stories or more, and not less than 1 hour where connecting less than four stories. The number of stories connected by the shaft enclosure shall include any basements but not any mezzanines. Shaft enclosures shall have a fire-resistance rating not less than the floor assembly penetrated, but need not exceed 2 hours.

Elevator shaft enclosure to have 1-hour fire-resistance rating.

29 Table 716.5 Openings in shaft walls with 1-hour rating to have 1-hour opening protection.

30 Elevator, Dumbwaiter and Other Hoistways31 707.14.1 An enclosed elevator lobby shall be provided at each floor

where an elevator shaft enclosure connects more than three stories.

Elevators connect less than three stories - no enclosed elevator lobby required or provided.

32 FIRE WALLS33 706.1 Each portion of a building separated by one or more fire walls

that comply with the provisions of this section shall be considered a separate building.

Fire wall provided in Building C, dividing portions of the building into separate buildings.

34 Fire-Resistance Rating35 Table 706.4 Fire walls, when provided, to have 3-hour minimum fire-

resistance rating for Group S-1.3-hour fire wall provided at Building C.

36 Horizontal Continuity37 706.5 -

Exception 2Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior finishes provided the sheathing, siding, or other exterior noncombustible finish extends a horizontal distance of at least 4' on both sides of the fire wall.

Fire wall terminates at interior surface of non-combustible exterior wall and exterior wall extends 4' at each side of fire wall.

38 Vertical Continuity39 706.6

Exception 3In Type II construction, walls shall be permitted to terminate at the underside of noncombustible roof sheathing, deck or slabs where both buildings are provided with not less than a Class B roof covering. Openings in the roof shall not be located within 4'of the fire wall.

Existing firewall to remain terminates below roof sheathing.

40 OPENING PROTECTIVES41 716.5 Fire walls of 3-hour rating to have fire door and fire shutter

assembly rating of 3-hour. Two 1-1/2 hour doors are equivalent.3-hour fire doors provided in 3-hour fire wall.

42 716.5 Fire barriers of 1-hour rating to have fire doors of 1-hour rating. 1-hour fire doors provided in 1-hour fire barriers.

43 716.5.9 Fire doors shall be self- or automatic closing. Provided. See plans.44 716.5.9.1 Latch required. Unless otherwise specifically permitted, single

fire doors and both leaves of pairs of side-hinged swinging fire doors shall be provided with an active latch bolt that will secure the door when it is closed.

Provided. See plans.

45 716.5.9.2 Automatic-closing fire door assemblies shall be self-closing in accordance with NFPA 80.

Provided. See plans.

46 716.5.9.3 Smoke-activated doors. Automatic-closing doors installed in the following locations shall be automatic-closing by the actuation of smoke detectors installed in accordance with Section 907.3 or by loss of power to the smoke detector or hold-open device. Doors that are automatic-closing by smoke detection shall not have more than a 10-second delay before the door starts to close after the smoke detector is actuated: 1. Doors installed across a corridor. 2. Doors that protect openings in exits or corridors required to be of fire-resistance-rated construction. 3. Doors that protect openings in walls that are capable of resisting the passage of smoke in accordance with Section 509.4. 4. Doors installed in smoke barriers in accordance with Section 709.5. 5. Doors installed in fire partitions in accordance with Section 708.6. 6. Doors installed in a fire wall in accordance with Section 706.8.

Provided. See plans.

4748 FIRE PROTECTION SYSTEMS49 AUTOMATIC SPRINKLER SYSTEMS50 Where Required (Automatic Sprinkler Systems)51 Group S-1 (Storage / Repair Garages)52 [F] 903.2.9 Group S-1: An automatic sprinkler system shall be provided

where storage area exceeds 12,000 SF.Sprinkler system provided in Building A only. All other buildings do not have automatic sprinkler systems as they are less than 12,000 SF (when divided by firewalls).

53

Olio - 13220 E. 118th Street, Fishers - Y1572012 IBC REQUIREMENT ACTUAL

54 OCCUPANT NEEDS55 MEANS OF EGRESS56 OCCUPANT LOAD57 1004.1.2 Warehouses - 500 gross floor area per occupant58 1004.1.1 Warehouse areas - 500 gross SF per occupant; Business areas -

100 gross. First floor storage = 28,496 SF / 500 = 57 persons, plus lower level sales office = 1,093 SF / 100 = 11 persons for a lower level total of 68 persons. Upper level storage = 26,943 SF / 500 = 54 persons.

59 MEANS OF EGRESS SIZING60 Minimum Required Egress Width61 1009.4 Stairway width 44" min. - Exception 36" width permitted with

occupant load of 50 or less.44" wide stairs provided.

62 1005.3.1 Exception

Egress width at stair is 0.2" per occupant in buildings with a sprinkler system.

63 1005.3.2 Egress width at egress components other than stairs (doors, corridors, etc.) is 0.2" per occupant in buildings without a sprinkler system.

64 1005.3.2 Exception

Egress width at egress components other than stairs (doors, corridors, etc.) is 0.15" per occupant in buildings with a sprinkler system.

65 NUMBER OF EXITS AND EXIT CONFIGURATION66 Minimum Number of Exits67 1021.2 Minimum number of exits to be 2 for each story when travel

distance exceeds 75'.Provided. See plans.

68 GENERAL MEANS OF EGRESS69 Ceiling Height70 1003.2 The means of egress shall have a ceiling height of not less than

7'-6".Provided. See plans.

71 ACCESSIBLE MEANS OF EGRESS72 1007.3 In order to be considered part of an accessible means of egress,

a stairway between stories shall have a clear width of 48" minimum between handrails and shall either incorporate an area of refuge within an enlarged floor-level landing or shall be accessed from either an area of refuge complying with Section 1007.6 or a horizontal exit. Exit access stairways that connect levels in the same story are not permitted as part an accessible means of egress.

Modified by exceptions below due to sprinkler system.

73 1007.3, Exception 1

The clear width of 48" between handrails is not required in buildings equipped throughout with an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.

Building is sprinklered. Existing exit stairs not required to be 48" wide.

74 1007.3, Exception 2

Areas of refuge are not required at stairways in buildings equipped throughout by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2.

Building is sprinklered. Areas of refuge not required at exit stairs.

75 1007.8 A two-way communication system shall be provided at the elevator landing on each accessible floor that is one or more stories above or below the story of exit discharge complying with Sections 1007.8.1 and 1007.8.2.

Two-way communication provided at second floor elevator landing in Building A.

76 1007.8.1 Two-way Communication System Requirements. Two-way communication systems shall provide communication between each required location and the fire command center or a central control point location approved by the fire department. Where the central control point is not constantly attended, a two-way communication system shall have a timed automatic telephone dial-out capability to a monitoring location or 9-1-1. The two-way communication system shall include both audible and visible signals.

77 1011.3 Exit signs shall be internally or externally illuminated. Exception: Tactile signs required by Section 1011.4 need not be provided with illumination.

78 1011.4 Raised character and Braille exit signs. A sign stating EXIT in raised characters and Braille and complying with ICC A117.1 shall be provided adjacent to each door to an area of refuge, an exterior area for assisted rescue, an exit stairway, an exit ramp, an exit passageway and the exit discharge.

Olio - 13220 E. 118th Street, Fishers - Y1572012 IBC REQUIREMENT ACTUAL

79 DOORS, GATES AND TURNSTILES80 Door landings / Thresholds / Arrangement81 1008.1.5 Landings shall be level except for exterior landings, which are

permitted to have a slope not to exceed 0.25 unit vertical in 12 units horizontal (2% slope).

82 RAMPS83 1010.9 Handrails - Ramps with a rise greater than 6" shall have

handrails on both sides.Ramps greater than 6" have handrails at both sides. See plans.

84 EXIT ACCESS TRAVEL DISTANCE85 Travel Distance Limitations86 1016.2 Exit Access Travel Distance: In Groups S-1 shall not be more

than 250' (with sprinkler system).Project complies - see plans.

87 1016.2 Exit Access Travel Distance: In Group S-1 shall not be more than 200' (without sprinkler system).

Project complies - see plans.

88 CORRIDORS89 1018.4 Where more than one exit or exit access doorway is required,

the exit access shall be arranged such that there are no dead ends in corridors more than 20' in length.

Dead end corridors do not exceed 20'.

9091 ACCESSIBILITY92 SPECIAL OCCUPANCIES93 1108.3 Self-Service Storage Facilities - When over 200 storage spaces

are in a facility, the minimum number of accessible units is to be 10 plus 2% of total number of units over 200.

Storage units are accessible.

94 1108.3.1 Accessible individual self-service storage spaces shall be dispersed throughout the various classes of spaces provided. Where more classes of spaces are provided than the number of required accessible spaces, the number of accessible spaces shall not be required to exceed that required by Table 1108.3. Accessible spaces are permitted to be dispersed in a single building of a multibuilding facility.

9596 INTERIOR ENVIRONMENT97 TOILET AND BATHROOM REQUIREMENTS98 1210.2 Finish Materials99 1210.2.2 Walls and partitions within 2' of service sinks, urinals and water

closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4' above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture.

100101 ROOF ASSEMBLIES AND ROOFTOP STRUCTURES102 FIRE CLASSIFICATION103 1505.1 For Construction Type IIB, roof covering to be Class C. Metal roofs are classified as Class A

coverings.104105 END

TYPICAL SITE NOTES SITE ELEMENTS Typical Site Vehicle Access Gate - Automatic: Provide vertical pivot lift gate, "#500-Buckeye VPL," by AutoGate, or equal, 20' wide clear opening (see plans), with electric gate operator, at each location as shown on the Site Plan. Gate installer to coordinate with local jurisdiction to provide an approved means of emergency operation. Typical Ornamental Fencing: Ornamental metal fencing to be 6' high, black, clear picket spacing at less than 4" with pressed points at top, 2-1/2" o.d. line posts, 3" o.d. end posts, 4" o.d. gate posts, with a 2" o.d. gate frame. Posts to be at 7'-6" o.c. maximum spacing. Typical Pedestrian Gate in Ornamental Fence: Provide 3' wide hinged pedestrian gate, matching style and material of ornamental fencing. Provide lever lockset hardware for egress from interior of site. At site perimeter, provide screening to prevent opening of gate from exterior. Provide weather-resistant keypad and electric strike for exterior access.

TYPICAL DOORS AND FRAMES Insulated Metal Doors: Insulated metal doors shall meet SDI (Steel Door Institute) Level 2 criteria for Heavy Duty Commercial construction, minimum 16-gauge steel and 1-3/4" in thickness. Where called for on the Door Schedule, provide Level 3 criteria for Extra Heavy Duty Commercial construction, minimum 16-gauge steel and 1-3/4" in thickness. The maximum U-factor for opaque insulated doors shall be U-0.37 See elevations for exterior door color selection. Verify final color selection with Owner. Hollow Metal Doors: Hollow metal doors at interior areas shall meet SDI (Steel Door Institute) Level 2 criteria for Heavy Duty Commercial construction, minimum 18-gauge steel and 1-3/4" in thickness. Hollow Metal Door Frames: Hollow metal door frames shall match the gauge of the door and meet SDI (Steel Door Institute) Level criteria for that door. All welds shall be ground smooth. Knock-down frames are not acceptable. Provide hardware reinforcements as required to accept hinges, closers, etc. Provide each frame with three (3) adjustable anchors and clip angle to floor for anchorage. Frames to be mortised, drilled and tapped according to the hardware and/or the templates. Frames to be labeled as shown on the door schedule. Frames to have shop prime coat over factory galvanizing coating. Final finish shall be paint unless otherwise indicated in the finish schedule. Frames at insulated doors to be insulated, provide Typical Door Frame Insulation at Insulated Metal Doors. Glass and Glazing: Door glazing to be single pane, tempered, 1/4" thick glass, unless noted otherwise. Provide tempered glazing where shown on plans or where otherwise required by code. All glass to be installed in accordance with manufacturer's standard details and specifications. Provide manufacturer's standard 10-year warrantee for glass and coating. All safety glass (tempered or laminated) to be identified with CPSC rating symbol. Automatic Sliding Doors: Sliding door and operator to be "Dura-Guard" Heavy Duty Series 3000 SS by Stanley, or equal. Door to be complete with standard single horizontal sliding panel, emergency break-out panel, door operator with infrared electric motion sensor(s), frame, threshold, keypad access control switches, side railings (where necessary), etc. Finish to be clear anodized aluminum, with clear tempered glass. Provide signage on door labeling emergency break-out panel. Overhead Sectional Doors (Glass / Aluminum): Overhead Sectional Doors to be aluminum and glass doors with solid panels, vision panel at eye level, perimeter seals, 2" track, "Series 521" as manufactured by Overhead Door Corporation, or equal. Doors to have an R-value of R-2, minimum. Doors to have clear anodized aluminum finish. Doors to have electric active keyed system, tied to keypad system. Verify additional operation systems with Owner. Overhead Sectional Doors (Hi-Speed): Overhead Hi-Speed Sectional (Garage) Doors to be metal and glass doors with vision glazing at all door sections, perimeter seals, track, motor operator, "Albany RR3000 Vision Doors" by ASSA ABLOY Entrance Systems, or equal. Doors to have an R-value of R-2, minimum. Verify final color with Owner. Doors to have electric active keyed system, tied to keypad system. Verify other operation systems with Owner.

TYPICAL HARDWARE Latchset and Locksets: Locksets and latchsets shall be Heavy Duty Commercial cylindrical locks, "ND-series," by Schlage, or equal, with lever hardware. Provide knurled (tactile warning) levers in accordance with Code requirements for doors leading into mechanical and hazardous spaces. Hardware Finish: Hardware to have brushed aluminum finish. Verify final hardware finish selection with Owner. Butt Hinges: Provide five knuckle, heavy weight, full mortise type butt hinges, "5PB1," by Ives Hinges, or equal. Hinges for exterior doors and doors with closers shall be ball bearing type. Provide non-rising tamper-proof pins for hinges that have pin located on same side of door as keyed cylinder. Continuous Hinges: At exterior doors leading to storage corridors, provide continuous geared-type hinges, "112HD," by Ives Hinges, or equal. Provide alternate cost for butt hinges at all locations calling for continuous hinges. Thresholds: Provide thermally-broken, ADA-compliant (handicap accessible), thresholds at exterior doors, by National Guard Products, or equal. Threshold ends to be coped to fit metal jambs, set in full bed of sealant, and securely anchored. Deadbolt: Provide deadbolt with interior lever release in accordance with Code requirements, B500-Series by Schlage, or equal with interior lever release and door lock indicator. Push / Pull Bars: Push / pull bars to be 9103EZ Straight Pull / Pushbar combo (8103EX Pull + 9100 Push) by Ives, or equal. Door Closers: Door closers shall be surface mounted with adjustable back check sized in accordance with manufacturer's recommendations, 4010 Series Smoothee or 4040XP, by LCN Door Closers, or equal. Hold-Open Devices: Where "Smoke" hold-opens are called for, provide magnetic hold-open device tied to smoke detection system. Where "Timer" hold-opens are called for, provide magnetic hold-open device tied to 20-second timer, triggered by door contact. Where "Kickdown" hold-opens are called for, provide kick-down door holders by Ives Hinges, or equal. Door Protection (Kick) Plates: 8400 Series, by Ives, or equal. Weather-Stripping / Door Seals: Provided weather-stripping around perimeter of exterior doors to ensure a weather-tight installation, by National Guard Products, Inc., or equal. Door Sweeps: By National Guard Products, Inc., or equal. Overhead Drip Guards: At exterior doors, provide drip guard, Hager 810S, or equal. Door Viewer / Peep Hole: Where called for, provide 160 degree door viewer, Hager 1755, or equal. Exit Devices: Panic exit devices are not required. Door Silencers: Drill and provide each interior and exterior frame with three (3) rubber door silencers, "SR64," by Ives, or equal. Door Stops: 060 and 061 flexible door stops by Ives, or equal. Wind Chains: Hager 300D, or equal. Wall Bumpers: WS406CVX & WS407CVX wall bumpers by Ives, or equal.

TYPICAL DOOR NOTES 1. All accessible doors and hardware shall meet the requirements of the

ADA, and other applicable state and local codes. 2. Verify final door selections with Owner. 3. Where required by codes, or as indicated on plans, provide laminated (or

tempered) glass in doors and sidelites. Tempered glass, laminated glassand other types of safety glass being used in the project shall meet the testrequirements for safety glazing as required by code. Verify glassrequirements with Owner.

4. All egress doors shall be readily openable from the side of egress withoutthe use of keys, special knowledge, or effort, unless noted otherwise. Doorclosers, where provided, shall be adjusted such that push/pull force meetsADA requirements.

5. All wood blocking and nailers shall be fire retardant treated. 6. Provide accessible clearances per ADA requirements. 7. Thresholds at accessible doors shall not exceed one-half inch in height.

Thresholds higher than one-quarter inch requires a 1:2 bevel. 8. All accessible doors shall have a maximum door opening force of 8.5 lbf

at exterior hinged doors, and 5.0 lbf at interior hinged doors, or asotherwise may be required by Code.

9. Provide exit signs in accordance with code, and as may otherwise berequired by field inspectors.

10. Where lockset is tied to a keypad, hardware to provide egress fromdirection of egress without use of keypad function.

HARDWARE SCHEDULE NOTES: 1. Hardware Contractor to provide keying schedule to Owner for review and

verification prior to placing order. Verify additional requirements withOwner.

2. Provide lever hardware at all accessible doors. Verify hardwarerequirements with Owner.

3. All door hardware shall match. Verify finish requirements with Owner. 4. Door handle at Utility Room A110 is to have knurled surface. 5. Door hardware shall be capable of operation with the use of one (1) hand

and shall not require tight pinching, tight grasping, tight twisting, or thewrist to operate, Thumb turn deadbolts are prohibited; lever of paddledeadbolt releases are acceptable. Door closers shall meet opening forceand sweep period requirements.

TYPICAL INTERIOR NOTES 1. These items provide a basic outline for base bid. All color, material, and finish selections to

be reviewed with Owner for review and approval. Provide color and material samples as necessary. Verify additional or special finish requirements with Owner. Owner selections would supersede the outlined selections, but are to meet the code requirements listed.

2. Provide smooth transition strips between dissimilar floor surfaces. 3. All floor surfaces to be non-skid and ADA compliant, unless noted otherwise. 4. All accessories to be installed per manufacturer's requirements, and in accordance with ADA

and accessibility requirements. 5. Walls within 2' of urinals, water closets, and service / janitor sinks shall have a smooth, hard,

non-absorbent surface to a height of 4' (minimum) above floor.

TYPICAL BATHROOM NOTES: 1. Piping below lavatories shall be protected against contact. 2. The highest part of controls, dispensers, etc., including soap dispensers, paper towel

dispensers, etc. shall not be more than 48" above finish floor.

TYPICAL INTERIOR FINISHES General Finish Requirements: All interior finishes shall comply with IBC Chapter 8 and all other applicable codes. See Room Finish Schedule for specific information. Typical Paint: All interior paint used shall be that of "Sherwin Williams," or approved equal. Primer to be fully compatible with substrate material. All office, break room and restroom walls to be "ProMar 400" interior latex paint, color: SW 7637 "Oyster White", by Sherwin Williams. Accent wall color: SW 6423 "Ryegrass," with eggshell finish. Gypsum board ceilings to be Sherwin Williams SW 1044 "Ceiling White". Verify all colors, accent wall locations, finish and manufacturer with Owner prior to beginning the work. Typical Finish at Interior Drywall Walls: Provide one (1) coat of primer and one (1) coat of latex paint at drywall partitions. Provide Typical Interior Base Wall Trim at finished spaces. Typical Finish at Metal Doors and Elements: All non-storefront metal doors and frames to be finished with one (1) coat enamel undercoating and one (1) coat enamel paint, "ProClassic," waterborne interior acrylic latex enamel, by Sherwin Williams. Metal doors and door frames to be Sherwin Williams SW 7637 "Oyster White" with semi-gloss finish. All metal stair and ramp handrails / railings and exposed metal stair risers / skirt boards to be painted SW 7669 "Summit Gray," with flat finish. Typical Finish at Interior CMU Walls: Provide block filler at all exposed unfinished concrete masonry units. CMU to be painted white, SW 7006 "Extra White," with flat finish. Typical Wall Tile: At restrooms, provide porcelain wall tile, "Veranda Solids" series 13" x 13", by Daltile, color: P501 "Gravel," three (3) courses high with anodized aluminum edge strip at top edge, at three sides. Typical Service Counter Wall Facing: Facing for wall below countertops shall be "Mambo 7948K-07" by Wilsonart, or equal, and "213-Lunaria," by Chemetal, or equal. Typical Display Wall: Office display walls to be "Brushed Aluminum Slatwall," by Wert Fixture & Display, or equal. Typical Countertop: Main countertops shall be plastic laminate, "Mystique Night 4760" by Wilsonart, or equal. Transaction tops shall be solid surfacing, "Lava Rock," by Corian, or equal. Typical Casework (Cabinets): Provide casework as called for on the plans and schedules. Doors, drawer fronts and framing to utilize 3/4" plywood with plastic laminate facing. Plastic laminate finish to be "Mambo 7948K-07" by Wilsonart Laminate, or equal. Supplier to provide shop drawings to Owner for approval prior to fabrication and installation. Typical Cabinet Hardware: Cabinet hardware to be heavy-duty, commercial grade. Provide 3" center-to-center rectangular cabinet pulls, satin nickel finish, "P39955V-SN-C," by Brainerd, or equal. Supplier to provide shop drawings to Owner for approval prior to fabrication and installation. Typical Hard Tile Flooring: Tile flooring in restrooms to be 13"x13" porcelain tile flooring, "Veranda" Series, by Daltile - Color: P501 "Gravel." Tile grout to be by Custom Building Products, color: #145 "Light Smoke." For transition from restroom tile to other flooring surfaces, use Schluter Reno-U aluminum, satin anodized finish, or equal. Typical Vinyl Flooring: Office floors (behind counter) and Break Room floors to be rubber flooring, "ECOsurfaces classic" 3.2mm by ECORE Commercial Flooring, color: "Choco-lat" 1211. Provide alternate cost for 8mm thick. No carpeting. Typical Flooring at Stairs: Provide non-skid stair treads at new stair. Typical Interior Base Wall Trim: Office, Break Room and Restroom wall base to be 4" high, coved, vinyl wall base by VPI, color: 14 "Taupe." Provide samples and verify final color selection with Owner. Typical Acoustical Ceiling Tile: Acoustical ceiling tile to be "Radar ClimaPlus," by USG, or equal, white, 24" x 24", with reveal edge. Verify final selection with Owner. Typical Ceiling Grid: Ceiling suspension grillage systems manufacturer to be Donn DX/DXL ceiling grid, ASTM Class: Intermediate Duty, color: Flat White, and flat finish, by USG, or equal. Include all necessary: wire, rods or hangers, tees, (support and cross) clips, wall angles, accessories, supports, trim, etc. as required for a compete system and in accordance with the manufacturer's standard specification. General: Provide color and material samples, and verify final color selection and manufacturer with Owner. Verify additional or special finish requirements with Owner. See finish schedule for additional information. All floor surfaces to be non-skid and ADA compliant. Provide smooth transition strips between dissimilar floor surfaces.

TYPICAL TOILET ACCESSORIES Grab Bars: Grab bars at toilets to be B-6806.99 Series, by Bobrick, stainless steel, 1-1/2" diameter, concealed mounting, peened non-slip finish, in sizes and locations as shown on drawings. Furnish with concealed anchors and anchor plated suited to grab bar location. Allowable stresses shall not be exceeded for materials used when a vertical or horizontal force of 250 pounds is applied at any point on the grab bar, fastener, mounting device or supporting structure. Soap Dispenser: Provide surface mounted, soap dispensers, by Gojo, or equal. Provide at all sinks. Toilet Tissue Dispenser: Provide two-roll toilet tissue dispenser, B-2888, by Bobrick, or equal. Mirror: Provide 24" wide x 36" high glass mirrors with stainless steel channel frame, B-165 Series, by Bobrick, or equal. Coat Hook: None. Tampon Dispenser: None. Paper Towel Dispenser: None. Electric hand dryers in restrooms. Restroom Sink Pipe Insulation: Insulation at waste and water piping below lavatories to be "Lav Guard 2," Model #102 E-Z, by Truebro, or equal. Baby Changing Station: None. Mop Hanger: Provide mop hanger at slop sinks B-224x36, by Bobrick, or equal.

TYPICAL CONSTRUCTION NOTES WALLS Typical Masonry Veneer Wall: Masonry veneer on Typical Insulated Metal Panel Wall. Typical Masonry Veneer Wall on Metal Stud Framing: Provide 4" (nominal) brick masonry with 1" (nominal) airspace, over exterior metal siding on metal studs with Typical Wall Insulation. See structural drawings for additional information and details. See elevations for color selection. Verify final masonry selection with Owner. Provide galvanized metal wall ties, eye and pintle style, for each 2.67 SF of wall area with a maximum spacing of 32" o.c. horizontally, and 18" vertically, on center at all masonry veneer walls. Provide anchors within 12" of openings. Provide a minimum embedment depth of 1-1/2" into the bed joint of the veneer (with 5/8" mortar cover to the outside face). Typical Insulated Metal Panel Wall at Building A: Provide insulated metal panels at perimeter of Building A only, of thickness necessary to achieve required insulation, as called for in Typical Wall Insulation section below. Insulated Metal Wall Panels to be by MBCI, or equal. See shop drawings by others. Install in accordance with manufacturer's requirements. Typical Exterior Wall at Building E: Provide metal panel siding (12" flat panels, by MBCI, or equal, on Typical Wall Insulation on metal framing (See "Typical Insulation" section below). See elevations for color selection. Install in accordance with manufacturer's requirements. Typical Exterior Wall at Buildings B, C, D (Non-Conditioned Metal Buildings): Provide metal panels at perimeter of new exterior buildings (non-conditioned). See elevations for color selection. Provide customary insulation and vapor barriers as required to prevent sweating. See shop drawings by others. Install in accordance with manufacturer's requirements. Exterior Metal Building Finish: Metal building panels, piers, headers, etc. to be as called out on the Exterior Material / Color Schedule on Sheet A5.0. See elevations for color selection. Verify final color selection with Owner. Typical EIFS Trim on Exterior Frame Wall: Provide EIFS insulation and finish, on exterior metal panels at cornice and trim, where shown on plans. Adhesive and other components to be installed in accordance with manufacturer's installation requirements. EIFS System to be by Sto Corp., or equal. Provide jointing as indicated on the drawings or where recommended by the manufacturer. Typical Exterior Gypsum Sheathing: Typical exterior gypsum sheathing to be 5/8" (nominal) "DensGlass" (by Georgia-Pacific). Typical CMU Wall: Provide CMU wall as indicated on plans. All CMU to have smooth faced, unless noted otherwise (no reglets, control joint recesses, etc. to be exposed). See Structural drawings for materials, insulation and additional information. Provide tooled, concave mortar joints. Exposed outside corners at pedestrian areas to be chamfered 1/4" minimum. Typical Fire Wall: Provide 3-hour fire wall at location as shown on plans. Wall to extend to underside of non-combustible metal roofing, and to inside face of non-combustible exterior siding. Typical Interior Condition Control Wall (Partition Between Conditioned and Non-Conditioned Spaces): Provide Typical Wall Insulation in walls with metal studs and galvalume finish, one side. Wall to extend to roof/floor decking above. Vinyl facing of insulation to be taped or otherwise sealed to provide continuous vapor/air retarder. Typical Interior Drywall Partition: See Partition Legend on Sheet A2.1B. Provide Typical Interior Base Trim in "Typical Interior Notes" on Sheet A3.0. Typical Interior Gypsum Drywall: Gypsum drywall materials shall be that of Georgia Pacific Corp., or equal, and type "SW" gypsum wallboard. Typical gypsum board to be 5/8" thick, with tapered edges. In toilets, janitor's closet, and all damp areas, use moisture resistant "greenboard" type "WR". Use 5/8" Type "X" fire rated gypsum board when specifically required by fire rated assemblies. All scheduled firecode rated panels shall bear approved testing laboratory labeling. Install gypsum board horizontally in accordance with manufacturer's recommendations and installation details. Typical Interior Soffit Enclosure: Provide Typical Interior Gypsum Drywall on metal framing. Adjust size as may be required for mechanical runs or as otherwise necessary to conform to field conditions. Typical WRB (Water-Resistive Barrier): Water-resistive barrier to be one (1) layer, continuous, of "Typar MetroWrap", or equal, infiltration barrier., or equal. FLOORS Typical Slab-On-Grade Floor Construction: See structural drawings by others. Typical Vapor Barrier at Interior Concrete Slab-On-Grade Floors: Provide 10 mil vapor barrier under all interior concrete slabs. Lap joints 6 inches, minimum, and seal joints with manufacturer's recommended mastic and/or pressure-sensitive tape. Typical Concrete Floor Sealer: Provide clear wax and sealer at storage aisles, "Finish Job 35," by Janilink, or equal. No sealer within rental units. Verify sealer finishes, locations and color selection(s) with Owner prior to installation. ROOFS AND EAVES Typical Metal Roofing at Low-Slope Roof: Provide a standing seam metal roof with formed drip edge and no exposed fasteners at low slope roof areas. Provide framing to allow 1/2" in 12" roof pitch, minimum, with Class "B", minimum, exterior fire classification. See elevations for color selection. Roofing to be design-build by others including preparing of shop drawings and details to ensure water-tightness. Provide manufacturer's 20-year system warrantee. Verify extended warrantee requirements with Owner. All related roof accessories and materials to be provided by same manufacturer, or approved for use with roofing system by manufacturer. Verify extended warrantee requirements with Owner. Gutters and downspouts to be included as part of metal building roofing system. Typical Metal Fascia: Provide new metal fascia at locations as indicated on the plans. Provide manufacturer's 20-year membrane system warrantee. All related roof accessories and materials to be provided by same manufacturer, or approved for use with roofing system by manufacturer. Typical Gutters and Downspouts: Gutters and downspouts to be provided as part of metal roofing system, and tied into and discharged to grade 4' above pavement or to grade at non-vehicular area, unless noted otherwise on civil engineering plans. See elevations for color selection. Verify color selections with Owner. Exterior Soffits: Provide prefabricated aluminum soffit panels with perforated panels for venting as part of metal building system. ROOF ACCESSORIES Typical Parapet Coping, Flashing and Trim: Provide weather-tight coping and counter-flashing, flashing and trim, installed in accordance with SMACNA details. Coping to be 24 gauge steel, minimum, prefinished with Kynar 500 finish, or equal. See elevations for color selection. Verify final color selection with Owner. Roof Access: Roof access hatch is not required. STORAGE UNITS - GENERAL Typical Storage Units: Provide and install metal storage units as shown on plans. Units to be as manufactured by Janus International, or equal. Access Control: Storage units to have integral, stainless steel hasps/slide bolts with cylinder locks, "Bezel Latch" system, by Chateau, or equal. Provide accessible units as required by ADA and IAC Table 1108.3, and operable with one hand in accordance with ADA and IAC Section 1108.3 requirements. Kick Plates: Provide 12" high x 10' long aluminum diamond kick plates at interior units. Verify requirements with Owner. Corner Guards: Provide 3"x3" heavy gauge aluminum corner guards with diamond plate finish at units. Verify requirements with Owner. Unit Numbering: Provide 2-1/2" high characters on 4" x 8" plaques at side of the door, affixed directly to metal. Verify final numbering and configuration with Owner. STORAGE UNITS - INTERIOR Unit Height: Storage units to be 8'-6" tall (+/-). Storage Unit Doors - Interior: At interior storage units 10' and wider, provide 8'-8" wide by 7'-0" high, non-insulated, overhead coiling doors, with metal transom and 16" wide mullion. At storage units less than 10' wide, provide 3'-8" wide by 7'-0" high, non-insulated, overhead coiling doors, with metal transom and 16" wide mullion. Adjust size as necessary at corner units. Overhead doors to be Model 650, by Janus International Corporation, or equal. All doors, jambs and trim to be prefinished. Verify final unit configuration, door configuration and colors with Owner prior to fabrication. Interior Storage Unit Door Color: At interior storage areas, storage unit door color to be "Glossy White" with "Silhouette Gray" stripe by Janus. At interior drive aisle, door color to be "Wasabi Green". At interior faux doors visible from exterior for marketing, door color to be "Wasabi Green". Verify final colors with Owner prior to fabrication. Interior Storage Unit Partitions (Not Visible from Halls): Partitions to be Galvalume. Interior Storage Unit Partitions (Visible from Halls): Partitions to be metal panel, white, with heavy gauge gemmed channel for hallway systems, by Janus, or equal.. Storage Unit Protection: Provide burglar bars (hat channels or equal) at 8" o.c. to underside of roof / deck. STORAGE UNITS - EXTERIOR Unit Height: 9'-6" at low eave, or as otherwise shown on plans. Storage Unit Doors - Exterior: At exterior storage units 10' and wider, provide 9'-0" wide by 7'-0" high, non-insulated, overhead coiling doors, with metal header panels and 12" wide mullion. At storage units 5' wide, provide 4'-0"' wide by 7'-0" high doors, non-insulated, overhead coiling doors, with metal header panels and 12" wide mullion. Doors to be Model 650, by Janus International Corporation, or equal. Overhead coiling doors to have adjustable tension brackets, tracks, mounting hardware, etc. All doors, jambs and trim to be prefinished.

MISCELLANEOUS Typical Stairs: Provide and install 14 gauge ASTM A569 prefabricated steel stairs and landings asmanufactured by American Stair Corporation, or approved equal. Follow the manufacturers standardspecifications and details and local codes for stair construction and installation. Treads and landings to be1/4" steel checker plate. Provide guards and handrails (1-1/2" diameter, minimum) in accordance withapplicable codes and ADA requirements. MATERIAL SPECIFICATIONS TYPICAL MASONRY Typical Masonry: See structural drawings by others. Typical Sills: Stone sills, where called for, shall be 8" high. Sills to be Indiana limestone or cast stone. Sillsto be keyed into masonry at each end. Mason to field verify actual lengths in field. Sills to have 1-1/2"overhang with drip edge. Slope top 15° (minimum) for positive drainage. Perimeter and head joints to beraked while mortar is still green and sealed with caulk (and dusted with stone dust) to match color of sill. Typical Masonry Through-Wall Flashing: Provide rubberized asphaltic membrane flashing at base ofmasonry veneer walls, with stainless steel metal drip edge and Typical Head Joint Weeps at 32" o.c. SeeGeneral Notes for additional information. Typical Lintel Flashing: Provide self-adhering rubberized membrane flashings at steel lintels of windows,doors and openings. Flashing shall extend a minimum of 8" up in wall joints, and end dams shall beprovided. Flashing shall be lapped behind the WRB (Building Wrap) of the frame wall at masonry veneerwalls. Do not use asphalt impregnated felt. Typical Head Joint Weeps: Provide open-cell type weeps, where called for at masonry head joints,"WeepVent", by Mortar Net Solutions, or equal. Typical Masonry Cleaner: At completion of installation, masonry shall be cleaned with a solution free ofmuriatic acid. Such cleaners may include "Sure Klean 600 Detergent," by Prosoco, or equal, except forbuff-colored brick, and brick, stone or tile with manganese or other metallic additives, where "Sure KleanVana Trol," by Prosoco, or equal, may be used. In all instances, contractor shall test the cleaner with asample of brick and mortar to confirm suitability and the desired results before starting overall application. TYPICAL DOORS AND FRAMES See "Typical Door and Frames", "Typical Hardware" and "Typical Door Notes" on Sheet A2.8. TYPICAL WINDOWS AND FRAMES Storefront Window System: Aluminum, thermally broken, storefront to be TriFab VersaGlaze 451Tframing system, by Kawneer, or equal. Nominal mullion size to be 2" x 4-1/2". Contractor may substitute amanufacturer of equal quality and dimensions, when approved by the Owner. Glass and framing system tohave a U-factor of 0.45, maximum. Glass to have a SHGC of 0.45, maximum. See Exterior Material / ColorSchedule for Typical Storefront Frame color. Verify final color selection with Owner. Doors in Storefront System: Doors in storefront systems to be compatible with framing system, singleacting door, or equal, as called for on the plans. Doors to be narrow stile, constructed of aluminum andglass. Provide all door hardware as part of the storefront system, including hinges, thresholds, push/pulls,door sweeps, weather-stripping, exit devices, door stops, closers, silencers, lock cylinder, mail slot, etc.Provide hardware reinforcement as required to accept hinges, closers and other hardware. Exteriorstorefront swinging doors from conditioned spaces to have U-0.77 maximum. Glass and Glazing: Exterior glazing to be 1" thick insulated clear glass with Low-E. Provide temperedglazing where shown on plans or where otherwise required by code. All glass to be installed in accordancewith manufacturer's standard details and specifications. Provide manufacturer's standard 10-year warranteefor glass and coating. All safety glass (tempered or laminated) to be identified with CPSC rating symbol. TYPICAL INTERIOR FINISHES AND TOILET ACCESSORIES See Typical Interior Notes on Sheet A3.0. TYPICAL INSULATION Typical Wall Insulation at Insulated Metal Panels: Integral with insulated metal wall panels. Providethickness necessary to provide continuous insulation of R-14, minimum (U=0.071, maximum). Typical Wall Insulation at Metal Panels: Metal panel walls to have a single fiberglass insulation layer.Provide R-11 vinyl-faced fiberglass insulation batts in walls with metal studs, installed vertically andcompressed between the metal wall panels and the steel framing. Vinyl facing to be taped or otherwisesealed to provide continuous vapor/air retarder. Typical Metal Stud Wall Insulation Between Conditioned and Non-Conditioned Spaces: Provide vinyl-faced batt insulation, R-11, between metal panels and framing. Vinyl facing to be taped to providecontinuous vapor / air retarder. Typical Roof Insulation (at Low-Slope Metal Roof): Non-conditioned metal buildings to have customaryinsulation and vapor barriers as required to prevent sweating. Conditioned metal buildings with standingseam metal roof to have two (2) fiberglass insulation layers. Provide R-11 vinyl-faced fiberglass insulationbatts draped over purlins, with R-19 unfaced fiberglass insulation batts installed parallel to the purlins, withan R-5 thermal spacer block placed above the purlin/batt, and the roof deck is secured to the purlins. Typical Floor Insulation Below Conditioned and Above Non-Conditioned Spaces: Provide vinyl-faced battinsulation, R-11, between metal panels and framing. Vinyl facing to be taped to provide continuous vapor /air retarder. Typical Perimeter Foundation Insulation: None. Typical Under-slab Insulation: None. Typical Sound Attenuating Insulation: All sound attenuating insulation shall be 2" thick (R-8) noise barrierbatts except where thicker batts are specifically indicated on the plans. Provide sound attenuation batts in allinterior office partitions and washroom walls. Secure to wall studs per manufacturer's instructions. Typical Door Frame Insulation at Insulated Metal Doors: Frame installer to fill voids and gaps in exteriorframes with expanding foam-in-place insulation, with expansion strength such that it will not warp frame. TYPICAL ELEVATOR Typical Elevator: Elevator to be a 5,000 lbs. capacity, 120 FPM up, 125 FPM down. 5'-8" wide x 8'-5" longclear inside dimensions, minimum. Elevator to be hydraulic, machine room-less design, "enduraHMRL," byThyssen Krupp, or equal. Clear door opening to be 4'-6" wide, Door finish to be Stainless Steel #4 BrushedFinish. Elevator wall finish to be patterned stainless steel, 5WL rigidized / 14 gauge with pins to hold wallpadding. Ceiling to be metal pan finish with LED lighting. Floor to be checkered aluminum flooring andaluminum door sills. In cab, provide one (1) row of handrails / wall guards, 1/4" x 2" #4 stainless steel onthree sides. TYPICAL MECHANICAL, ELECTRICAL AND PLUMBING See mechanical, electrical and plumbing plans by others for information. TYPICAL SIGNAGE Typical Signage: Signage work to be design-build by others. Provide pictogram and Braille signs atbathrooms. Verify signage at other areas with Owner. MISCELLANEOUS ITEMS Fire Extinguisher: Provide one (1) approved fire extinguisher in semi-recessed cabinets at Office as shownon plans. Provide allowance for an additional ten (10) fire extinguishers in surface mounted cabinets instorage areas to be located in field by local fire authority. Cabinets to be Model 2409-6R, by Larsen'sManufacturing Company, or equal, 2-1/2" rolled edge trim flange, white, locking full glass panel, located inmullion panel of storage units. Verify final quantity and locations in field with local fire authority. Knox Box: Provide Knox box at exterior of building adjacent to office. Verify requirements and locationwith local fire authority (fire department / fire protection district). Bollard Covers: Provide 1/4" yellow bollard covers by Ideal Shield, or equal, at all new bollards. MISCELLANEOUS SYSTEMS Fire Protection Sprinkler System: Provide fire protection sprinkler system only in Building A. No fireprotection sprinkler system provided in Building B, C, D or E. Verify scope and all requirements withOwner. Security System: Security system, including camera monitoring, license plate cameras, etc. shall beprovided and shall be provided by others and are not included as part of these plans. Verify scope and allrequirements with Owner. Fire Alarm System: A fire alarm system shall be provided for the building, and shall be provided by othersand not included as part of these plans. Verify scope and all requirements with Owner. Two-Way Communication: Two-way communication system to be provided at second floor elevatorlanding in Building A. Two-way communication systems shall provide communication between eachrequired location and the fire command center or a central control point location approved by the firedepartment. Where the central control point is not constantly attended, a two-way communication systemshall have a timed automatic telephone dial-out capability to a monitoring location or 9-1-1. The two-waycommunication system shall include both audible and visible signals. Directions for the use of the two-waycommunication system, instructions for summoning assistance via the two-way communication system andwritten identification of the location shall be posted adjacent to the two-way communication system. NOTES: 1. These items provide a basic outline for base bid. Color selections and material selections to be provided

to Owner for their review and approval. Such selections would supersede the outlined selections, butare to meet the code requirements listed.

DIVISION I GENERAL REQUIREMENTS GENERAL / ALL TRADES: 1. Contractor shall provide a complete and finished project. Contractors shall provide all labor,

material, tools, equipment, etc.; whether stated or implied, required to accomplish all work indicated as well as generally required to provide a complete and finished job. No change orders will be provided for work which is required for completion of the project due to neglect of the Contractor(s) or for a lack of the required coordination or inclusion of the work in the base bid.

2. Contractor shall perform all work in accordance with the manufacturer's recommendations and specifications. Materials shall comply with Trade and/or Institute standards. All work shall be performed in a first class and capable manner.

3. All new construction shall be done in accordance with all applicable Federal, State and Municipal codes, ordinances, standards, laws, rules, requirements and/or regulations, which include, but are not limited to those listed on the cover page of the drawings.

4. All new work done shall comply with the drawings and the requirements of the local municipality's Building and Fire Departments, as well as with OSHA (Occupational Safety and Health Administration) Requirements, ADA Accessibility Guidelines, State and Federal standards, laws and requirements.

5. The "Contract Documents" shall include these General Notes, the attached plans; the written contract between Owner and Contractor(s); and any Owner agreed attachments to said Contract(s). The term "Owner" shall also include his designated Builder, Agents, Employees and/or Managers. The term "Contractor" shall apply to any contractor to whom the Owner has awarded a contract for a portion of the work on this job.

6. Work included under this portion of the contract shall be limited to that shown on the plans and/or included herein.

7. Drawings, outline notes and notes are cooperative and complimentary. All labor and materials required to fully carry out the intentions of the Contract Documents are part of this contract, whether or not specifically noted.

8. Do not scale drawings. Work only from given dimensions. All dimensions are to finished face of walls and partitions unless otherwise indicated. Large-scale plans and details govern over small. Review discrepancies with the Architect before proceeding with any work involving dimensions which are in doubt.

9. Unless noted otherwise, all details, sections, and notes on the drawings are intended to be typical for similar situations elsewhere.

10. All Contractors shall visit and verify the site and become familiar with the actual existing conditions as affected by the scope of work to be performed. Bids and work shall be based on these plans and the Contractor(s) field verification of same and existing dimensions and conditions. By submitting a bid or executing the Contract, the Contractors represent that they have visited the site and familiarized themselves with the local conditions under which the work is to occur. No requests for additional payment will be allowed due to ignorance of existing conditions or interference with the work of others. The General Contractor is responsible for and shall notify the Owner and Groundwork, Ltd. as to any existing conditions or discrepancies between the drawings and field conditions that may interfere with these plans or the performance of his work prior to proceeding with the work. Failure of the Contractor to become familiar with the existing conditions will not relieve the Contractor of providing a full and complete project without extra cost to the Owner.

11. All bids are to be based on the Contract Documents as issued. Any desired additions, modifications, deductions or variations, in either content or materials, from the plans and notes shall be listed separately from the base bid at the time of bidding. The Architect cannot accept any alterations, in either material or content, from the plans once the Owner and Contractor have entered into an agreement.

12. All work noted to be by others, "NIC," is to be accomplished by a Contractor other than the General Contractor and is not part of the construction agreement. The General Contractor is responsible to coordinate with other Contractors as required.

13. The General Contractor shall assume full responsibility for control and resolution of general field conditions and for overall field coordination. It is understood that these are scope documents only.

14. The Contractor shall assume full responsibility, unrelieved by review of shop drawings or by periodic observation of construction, for compliance with Contract Documents, for dimensions to be confirmed and correlated on the job site and between individual construction techniques (including shoring, scaffolding, bracing, erection, etc.), for coordinating of various trades, for fabrication processes and construction techniques, and for safe conditions on the job site.

15. It is understood that these documents are scope documents, and contractors shall be responsible to make any and all adjustments in their work at no additional cost to allow for their portions of the work to conform and integrate into other portions of the work. Changes from the drawings necessary to make the work conform to conditions in existence at the time of construction are to be performed as required by the appropriate Contractor(s) without extra cost. All work called for in the plans shall include such work as can reasonably be considered a part of the total building system and all things necessary to complete the same.

16. The General Contractor shall coordinate all work with adjacent and affected trades. The General Contractor shall perform all cutting, patching and fitting as required to perform all of the work indicated or implied on the Contract Documents, and all other work as may be required to complete the job. Abandoned items are to be removed and patched to match adjacent materials and finishes.

17. Contractors shall be individually responsible to confer with other Contractors performing work that may affect his portion of the work and shall make proper arrangements to avoid interference and/or construction conflicts in a manner approved by the Owner. Changes made necessary through neglect by a Contractor to provide for the above shall be made at the expense of the negligent Contractor.

18. The Owner shall reserve the right to make reasonable modifications to the plans and in the locations, placement, or setting of new equipment, fixtures and/or materials as required by existing or unique conditions. If authorized prior to rough-in, said changes shall be done without involving additional costs to the Owner.

19. The Architect does not have direct control over the work nor the authority to direct work. Any and all requests for field changes or direction must be approved by the Owner.

20. It shall be understood by the Owner and General Contractor and Subcontractor(s) that the execution of the work and the coordination of trades is not the responsibility of the Architect. The Architect's sole responsibility is that of preparation of scope plans and outline notes and by the nature of this limitation shall not be held responsible for the accurate installation or construction of the various building components according to plans or outline notes. It is also to be expressly understood by all persons employed by either the General Contractor or the Subcontractor that since there is no responsibility for supervision on the Architect and no control thereof, he is not to be held responsible for accidents resulting from the improper placement or storage of the materials, faulty supervision, or inadequate safety precautions.

21. The Contractor is notified that the facility will be in operation for portions of the construction period, and all consideration shall be made to maintain the safety and comfort for those using the facility. No smoking is allowed on the construction site.

22. The Owner and his selected Contractor(s) and Subcontractor(s) shall agree to indemnify and hold harmless Groundwork, Ltd., and their agents and employees from and against all claims, damages, losses and expenses, including attorney's fees arising out of or resulting from the performance of the work as currently indicated in the American Institute of Architects "General Conditions" Document #A201, latest edition. Groundwork, Ltd. assumes responsibility for its drawings only and any errors or omissions thereon.

23. Groundwork, Ltd. and his agents assume no responsibility for: the existing conditions; existing systems; equipment, materials, methods, etc.; existing latent or patent defects; unobservable conditions; etc. The Owner and his Agent(s) and Contractor(s) shall indemnify and hold harmless Groundwork, Ltd. and his Agents and Employees from and against all claims, damages, losses and expenses, including attorney's fees, arising out of or resulting from the performance of the work or from any prior existing conditions. Groundwork, Ltd. assumes responsibility only for his plans within the limits of the work established therein and any errors and omissions thereon.

24. Material as specified on drawings shall be used. Substitutions of materials be allowed only by the written consent of the Owner and copied to the Architect.

WARRANTEE 25. Each Contractor shall guarantee his work (material, equipment, installation and labor) for a

minimum period of one (1) year from the date of substantial completion of the work and acceptance of same by the Owner. A. If longer warrantee is indicated on drawings and/or notes, then longer period shall apply,

including material, equipment, installation and labor. B. When the material or equipment manufacturer provides a longer warrantee/ guarantee

period; it shall then be used as the warrantee/guarantee period. C. Contractors shall supply the Owner with a copy of any and all material or equipment

warranty or guarantees and with copies of all equipment operating instruction manuals. Provide typewritten supplements as needed.

D. All materials used for this project shall be new and bear the UL label where such service and label are regularly provided and be of the appropriate N.E.M.A. standards.

26. The Contractor shall, upon written notice by the Owner, promptly correct all work found as deficient or failing to conform to the Contract Documents during the construction and/or guarantee periods at no additional cost to the Owner.

27. Groundwork, Ltd. shall furnish the Owner with signed and sealed copies of their plans for the General Contractor's submittal of same to the Building Department and/or other local authorities for their use in permit review. Groundwork, Ltd. shall provide base plans for mechanical, electrical, plumbing and fire protection for preparation of engineering plans by each Contractor for use in permit acquisition. The General Contractor shall complete the submittal of additional information and documents and shall obtain and pay for any and all permits, except as specifically indicated to the contrary herein. (This excludes any non-building related permits.) All permits shall be acquired prior to the start of any work. Any modifications required by said permits shall be included as part of the Work. It is understood that every effort has been made by Groundwork, Ltd., to design for applicable local codes and ordinances. The General Contractor shall advise Groundwork, Ltd., as to initial revisions requested by local authorities.

28. The General Contractor shall arrange for, schedule, provide and be responsible for adequate containers to be used for the deposit and removal of all debris resulting from the work. Containers shall be placed so as not to interfere with pedestrian and/or vehicular traffic. General Contractor shall be responsible for any damage caused by location of containers. Each Contractor shall, at all times, be responsible for his own clean-up and keep the premises free from accumulation of waste materials or rubbish caused by his employees or their work. All debris shall be placed in said containers, unless stated otherwise herein. Debris shall be removed on a daily basis. Work area shall be clean and dust free upon completion of work. Protect all adjacent areas from dust, debris and any discharge due to new construction. All surfaces, windows, glass, floors and walls shall be cleaned and washed upon job completion.

29. These drawings and outline notes, including the designs and ideas represented thereon, are and shall remain the property of Groundwork, Ltd. and no part thereof shall be copied, disclosed to others or used in connection with any work or project except those for which they have been developed and prepared, without the written consent of Groundwork, Ltd. Visual contact with these drawings and outline notes shall constitute conclusive evidence of the acceptance of these restrictions.

30. All Contractors and Subcontractors shall take all precautions not to disturb any existing utilities or utility lines, or any other lines which may be encountered, until arrangements for rerouting these services are complete. A. All concerned shall cooperate with the local authority, the Public Utility Companies, and

any Contractor(s) or Subcontractor(s) performing work in connection with rerouting these services.

B. All Contractors involved with furnishing utilities for use on the project are cautioned to determine location of sources of supply and the conditions under which services can be brought to points of use on the site.

C. Each Contractor shall inspect the premises and the drawings for requirements of local installations, and shall ascertain the rules and fees under which the various Public, Private or Municipal Utilities will supply service.

31. Temporary Building Facilities: General Contractor shall arrange for, provide and remove all temporary facilities including, but not necessarily limited to the following: A. Temporary electricity, including lighting and power distribution sufficient for safety,

security and performance of the Work. B. Temporary heating and ventilation; maintain a minimum temperature of 50 degrees

Fahrenheit by use of smokeless space heaters; provide adequate ventilation to prevent accumulation of excess moisture and fumes in the building.

C. Temporary telephone service. D. Temporary water; potable water for drinking and construction purposes. E. Temporary sanitary facilities; portable chemical toilets of a type and number approved by

local authorities. F. Temporary fire protection; maintain fire extinguishers of type and number complying

with OSHA and local requirement; temporary enclosures. G. Weathertight temporary enclosures of plywood, tarpaulins, or other materials acceptable

to the Architect as required protecting the Work and facilitating heating during cold weather.

H. Temporary rubbish chutes and containers; dustproof chutes and suitable containers to minimize the re-handling of rubbish and spread of dust; dust protection; dust-tight partitions separating the Work area from adjacent occupied spaces.

I. Barricades and traffic controls (barriers, warning devices, signage, flagman, etc.) to comply with federal, state and local requirements.

J. General Contractor shall clean and restore existing systems to original condition upon completion of Work.

32. Do all work necessary to provide a complete job.

EXISTING CONDITIONS VERIFICATION 1. If existing conditions are different from those indicated in the plans, sections and details,

immediately report discrepancies to project Structural Engineer prior to fabrication and erection of affected members.

INSURANCE: 1. All Contractors shall be licensed, bonded, and shall, minimally, be responsible to carry

Workman's Compensation, Scaffolding, Public Liability, Property Damage, Hold-Harmless, etc., insurance and shall furnish evidence of same to the Owner.

2. The General Contractor shall verify all insurance limits with the Owner and shall provide the Owner with a Certificate of Insurance stating such limits as verification that lists the Owner and Groundwork, Ltd. as "Additionally insured" prior to the commencement of any work and shall maintain said Certificate throughout the construction period. Send copy of "Certificate of Insurance" to Groundwork, Ltd., 351 West Dundee Road, Suite A, Buffalo Grove, IL 60089.

3. Each Contractor shall also provide proof of insurance for any additional types of coverage as may be required by the Owner. The Owner shall be responsible for carrying and maintaining his own insurance and shall list Groundwork, Ltd., as being additionally insured on his policy(s) for this project. Minimum limits shall be as verified with the Owner prior to start of any work.

4. Insurance companies insuring the Contractor(s) shall have a policyholder rating no lower than "A", and financial ratings not lower than "XII", in the "Best's Insurance Guide," latest edition in effect as of the date of the Contract and to which the Owner has no reasonable objection. It shall be each Contractor's responsibility to determine that each of his Subcontractors is adequately insured. The premium costs and charges for such insurance shall be paid by each Contractor/Subcontractor.

5. These Certificates and the insurance policies required shall contain a provision that coverages afforded under the policies will not be canceled or allowed to expire until at least thirty (30) days prior written notice has been given to the Owner and Architect. If any of the foregoing insurance coverages are required to remain in force after final payment and are reasonably available, an additional certificate evidencing continuation of such coverage shall be submitted with the final Application for Payment. Information concerning reduction of coverage shall be furnished by the Contractor with reasonable promptness in accordance with the Contractor's information and belief.

6. The obligations of the Contractor under the provisions of this article shall not extend to the liability of the Architect, his Agents or Employees arising out of (1) the preparation or approval of maps, drawings, opinions, reports, surveys, change orders, designs, or outline notes, or (2) the giving of or the failure to give directions or instructions by the Architect, his Agents or Employees to the extent that such giving or failure to give is the cause of the injury or damage.

7. The Contractor is responsible for determining that Subcontractors are adequately insured against claims arising out of or relating to the Work. The premium cost and charges for such insurance shall be paid by each Subcontractor. Said Certificates of Insurance shall name the Owner and Groundwork, Ltd., as being additionally insured.

8. Groundwork's consulting engineers shall maintain their own insurances and shall be solely responsible for their drawings and any errors or omissions thereon.

9. See "All trades" above for additional hold-harmless requirements.

SHOP DRAWINGS: 1. Detailed Shop Drawings shall be prepared by the respective Contractor and/or Subcontractor

for, but not limited to, the following as applicable: Scope drawings shown or listed; structural elements; all fabricated steel; columns; joists; beams; storefront systems; interior and exterior glazing systems; miscellaneous prefabricated architectural elements; cabinetry, casework and countertops; canopies or awnings; hardware schedule; metal doors and frames; overhead (coiling and sectional) doors; metal partition systems; etc.

2. Groundwork, Ltd. shall provide two review of Shop Drawings listed above or as otherwise specifically called for. Review is for scope and general compliance with elements contained within their drawings only. Groundwork, Ltd. shall return said shop drawings to the Owner with their recommendations of "furnish", "furnish as noted", or "non-acceptance" by the Owner. Additional submittals for review to Groundwork, Ltd., shall be made only with the approval of

the Owner. All submittals shall be provided by the General Contractor to the Owner for submission to the Architect.

3. Should Groundwork be required to perform additional shop drawing reviews because of failure of shop drawings to comply with Contract Documents, Owner will compensate Groundwork for additional review services and deduct amount paid from final payment to Contractor.

4. Shop Drawings shall be submitted to the Owner in a timely fashion to allow for reasonable review of same by the Architect and the Owner without compromising established or projected material delivery and installation schedules. Allow a minimum of ten (10) working days for review and return of shop drawings.

5. No work shall begin on materials for which shop drawing submittal is required until the drawings have been submitted and reviewed.

6. Contractors shall collect and submit samples of scheduled materials to Owner for final selection of style, finish, texture and color, including but not limited to: paint selections; flooring and base; countertops; etc. Said submittal shall include listings of any and all premiums or additional charges for upgraded materials or finishes.

7. Contractor shall provide product literature and data for, but not limited to, the following as applicable: face brick; CMU; masonry products, including masonry accessories, reinforcement, grout, mortar (including colored mortar), waterproofing, etc.; concrete mix design and testing; plywood, laminated surfaces, and solid surfaces; cabinetry, casework and countertops; storefront, and interior and exterior glazing systems; TPO roofing and coping; walkway pads; metal roofing; caulks and sealants; damproofing; water repellent membrane; flashing; metal doors and frames; roll-up, coiling and sectional overhead doors; automatic sliding doors; hardware; gypsum board; insulation; toilet accessories; fire extinguishers and cabinets; metal partition systems; parking blocks; equipment screens; etc.

8. Contractor shall provide samples of, but not limited to, the following as applicable: face brick; CMU; masonry grout and mortar (including colored mortar); storefront, and windows; roof coping; roof walkway pads; caulks and sealants; roll-up, coiling and sectional overhead doors; hardware; laminate surfaces and solid surfaces; metal partition systems; ceiling tile and grid; paint; vinyl base; etc.

DESIGN AND LOADING 1. See structural engineering drawings by others for design loads.

DIVISION II SITE WORK EXCAVATION AND GRADING: 1. Refer to Notes and Requirements on Civil Engineering Drawings. 2. Include all excavating, filling and backfilling, grading etc. necessary to complete the work

shown on the drawings and/or as herein indicated. 3. All foundation excavations shall be inspected by a soils testing laboratory to verify the

allowable bearing capacity prior to placement of concrete. 4. Foundation over-excavations and placement of structural fill to be done in full accordance with

all soils report recommendations. 5. Asphalt Pavement: Provide asphalt concrete pavement per Civil Drawings. 6. Do all work necessary to provide a complete job.

ARCHITECTURAL SITE WORK ITEMS 1. Electrically operated and manually (emergency mode) operated tilt-up gates. 2. Ornamental iron fencing and gates as indicated on the drawings.

A. Site exit gates to be locked from exterior with emergency exit from inside, provide closer and tamper-proof hinges.

3. Steel bollards, where indicated shall be filled with concrete, and slope top as indicated on drawings

4. All exterior metalwork to have rust resistant shop primer and field finishing as outlined in painting notes.

DIVISION III CONCRETE (POURED-IN-PLACE) 1. Refer to general notes provided by Structural Engineer. In case of a conflict, Structural

Engineer's notes shall govern. 2. All concrete work shall be performed in accordance with: ACI 318 "Building Code

Requirements for Structural Concrete", and ACI 301 "Specifications for Structural Concrete", latest editions, and ASTM C150.

3. All concrete shall be ready-mixed concrete, batched, mixed and transported in accordance with ASTM C94. Plant equipment and facilities shall conform to the "Checklist for Ready Mixed Concrete Production Facilities" of the NRMCA (National Ready Mixed Concrete Association).

4. Formwork shall conform to ACI 347 "Guide to Formwork for Concrete". 5. All reinforcing and accessories used in all exposed concrete work shall be detailed and placed in

accordance with "ACI Detailing Manual" (SP-66), latest edition, which includes ACI 315 and ACI 315R.

6. Reinforcing steel shall be deformed bars of new billet steel conforming to ASTM A615, Grade 60. Welded wire fabric shall conform to ASTM A1064.

7. Hot weather concreting shall be done in accordance with ACI 305R "Guide to Hot Weather Concreting" and 305.1 "Specification for Hot Weather Concreting", latest editions. Cold weather concreting shall be done in accordance with ACI 306R "Guide to Cold Weather Concreting", and 306.1 "Standard Specification for Cold Weather Concreting", latest editions.

8. Portland Cement shall conform to ASTM C150. 9. Aggregates for normal weight concrete shall consist of sand, gravel and/or crushed stone and

conform to ASTM C33. Fine aggregate shall be natural, clean, hard sand. Water reducing, high range water reducing, and mid-range water reducing admixtures shall conform to ASTM C494.

10. Water reducing, high range water reducing, and mid-range water reducing admixtures shall conform to ASTM C494, and shall contain not more than 0.05% chloride ions.

11. Provide all accessories necessary to support reinforcement at positions shown on the plans and details. Plastic coated accessories shall be used in all exposed concrete work.

12. All dimensions on structural drawings to be checked against architectural, mechanical, plumbing and electrical drawings by the General Contractor and any discrepancies are to be reported to the Architect immediately.

13. The Concrete Contractor shall check with architectural, mechanical and electrical drawings and the appropriate sub-contractors for openings, sleeves, anchors, hangers, inserts, slab depressions and other items related to the concrete work and shall assume full responsibility for their proper placement and location before pouring concrete.

14. Provide 10 mil polyethylene vapor barrier under all new interior concrete slabs. Vapor barrier to be installed after leveling and tamping of granular base. Lap joints 6 inches, minimum, and seal joints with manufacturer's recommended mastic and pressure-sensitive tape.

15. Include all exterior flatwork as shown on the plans. Provide a cost per square foot for additional walks and public sidewalks and include same with bid. Also, provide cost per lineal foot for additional curbing and include same with bid.

16. All new slabs scheduled to be exposed shall have smooth, steel troweled finish. Concrete stairs treads to have non-slip broom finish. All slabs scheduled to have additional floor finishes shall be left with natural finish.

17. Include all perimeter and interior expansion joint materials. Provide all expansion and control joints as shown on drawings and as additionally called for herein.

18. Troweled or sawcut control joints shall be provided in all slabs-on-grade in a square pattern (panel shall not exceed 1.25 to 1 ratio) every 250 SF, and shall not exceed linear distance of 10 feet (for 5" thick slabs) between joints. Depth of joint to be 1/4 of slab thickness. Joints to be cut between 8 and 30 hours of pour.

19. Do all work necessary to provide a complete job.

DIVISION IV MASONRY 1. Refer also to general notes provided by Structural Engineer. In case of a conflict, Structural

Engineer's notes shall govern. 2. All masonry work shall be performed in accordance with: ACI 530/ASCE 5/TMS 402 "Building

Code Requirements for Masonry Structures"; ACI 530.1/ACE 6/TMS 602 "Specification for Masonry Structures"; ASTM A951; ASTM C90; ASTM C129; UL Fire Resistance Directory; "Hot and Cold Weather Masonry Construction Manual," by the Masonry Industry Council and their recommendations for cold weather masonry construction; latest editions, and all applicable local codes and requirements.

3. This masonry work includes, but shall not be limited to: All interior and exterior masonry work shown and/or called for on the Architectural drawings; all labor, plant, materials and equipment required to complete same. Provide all sills, copings, setting of copings and coping blocking materials; all masonry expansion joints, material and work; all masonry flashing and reglets in same; all pointing and cleaning of work; all masonry and coping caulking; masonry anchors,

reinforcing, ties, inserts, etc. Build in place, in an approved manner, all loose lintels, lintel reinforcements, straps, ties, sleeves, windows, grillage beams, setting plates, anchors, bolts, cleanouts, frames, window supports, work for other trades etc., including that material as furnished by others as indicated or necessary and as required to complete all work. Contractor shall also cooperate with roof fabricator/erector for additional requirements for purlin, joist or beam bearing points and other trades as necessary or required.

4. All typical exterior concrete masonry units shall be nominal 8" x 8" x 16" modular size (actual: 7-5/8" high x 7-5/8" deep x 15-5/8" wide), smooth faced, with chamfered edges at ends and exterior corners. All units shall be from same supplier.

5. Use non-staining cement for mortar in exterior work. 6. All brick and concrete masonry joints shall to be tooled slightly concave. 7. Provide all necessary and required expansion joints in masonry work. Provide within 10' of

outside corners, at inside corners, and 30' (maximum) along walls. 8. All masonry shall be laid or set in a first-class, thoroughly workmanlike manner by experienced

and competent workmen to produce structurally sound construction, with water-resistant exterior walls and the best possible appearance. All masonry units, piers and walls shall be kept plumb, true to line, and level in full beds of mortar with the joints of each course accurately and uniformly spaced, and carefully ironed to form a smooth, dense surface. Keep all masonry clean from mortar. Complete masonry construction using procedures and workmanship consistent with the best masonry practices.

9. Whole masonry units and no batts shall be used. All masonry units at jambs and corners shall be full units and precautions shall be taken in building up jambs and corners to avoid zig-zag appearance. All piers shall be fully bonded to surrounding masonry.

10. Mason shall cooperate and consult with other trades in advance and make provisions for the installation of their work in order to avoid cutting and patching by others.

11. Care shall be taken that tops of all unfinished walls and piers are properly covered and protected. Walls and piers freshly laid shall be protected from driving rain with tarpaulins.

12. Use clean sand, well graded, and free of any deleterious substances. Use only potable water. 13. Masonry shall be braced to withstand a minimum horizontal load of 20 PSF during their

erection, and until their design supports are in place, unless otherwise required by the building code and local ordinances.

14. Lay all masonry units in running bond pattern. 15. Mortar shall be tested by an approved testing laboratory in accordance with ASTM C780. 16. Two sets of three mortar cubes shall be taken at random for each day of masonry work. Test one

cube of each set at 7 days and 28 days. Test the third cube at 56 days only if required by the Structural Engineer.

17. Prior to delivery of masonry units to the job site, Contractor is to furnish the Owner with affidavits from an approved testing laboratory certifying that all units conform to their respective ASTM requirements.

18. Flashing and weeps: Provide continuous membrane flashing at base of all new exterior walls at perimeter of building and at all exterior masonry bearing lintels and beams, window heads, window sills, door heads, door sills, all sides of all miscellaneous openings, and as indicated on the drawings. Provide polyethylene membrane flashing (by York Manufacturing, or equal) with stainless steel drip edges. Flashings shall extend a minimum of 8" up into wall joints and shall be continuous to a minimum of 1/4" beyond the exterior face of wall or end of steel lintels. Provide 1/4" diameter cotton strand weepholes to the exterior 24" on center maximum (horizontal) spacing at all flashing. Extend strands from face of masonry to cavity between masonry wythes. Provide/form end dams for all flashing above and below openings and at horizontal terminations. All flashing and materials shall be in accordance with the BIA (Brick Institute of America).

19. No materials covered with ice or snow shall be used. No masonry shall be installed when the outside air temperature is less than 40 degrees Fahrenheit, or tending to fall below this, unless the recommendations specified in the "Hot and Cold Weather Masonry Construction Manual," by the Masonry Industry Council and their recommendations for cold weather masonry construction are strictly followed.

20. Calcium chloride and / or admixtures containing calcium chloride shall not be included in mortar or grout mix, except when approved in writing by the Structural Engineer. No anti-freeze compounds shall be used to lower the freezing point of the mortar.

21. At completion of the exterior masonry work, all holes in joints of exposed masonry surfaces (except weepholes) shall be pointed by completely filling with mortar. After pointing all masonry surfaces shall be wetted and then cleaned with a solution of 10% (by volume) of muriatic acid, applied with a stiff fiber brush, leaving the masonry clean, free of mortar daubs and tight mortar joints throughout.

22. Do all work necessary to provide a complete job.

DIVISION V - METALS STRUCTURAL STEEL: 1. Refer to General Notes provided by Structural Engineer. In case of conflict, Structural

Engineer's requirements shall apply. 2. Submit shop drawings to Owner for review and acceptance prior to fabrication. 3. Structural steel shall be detailed, fabricated and erected in accordance with the AISC

"Specification for Structural Steel Buildings" (ANSI/AISC 360) and the AISC "Code of Standard Practice for Steel Buildings and Bridges" (AISC 303).

4. All shop and field welding shall be performed in accordance with AWS D1.1 and AWS A2.4. All shop and field welding shall be made by qualified "Certified" welders.

5. Do all work necessary to provide a complete job.

METALS: 1. All structural, ornamental and miscellaneous metal work shall have a shop coat of rust

inhibiting paint, except those members that are prefinished, stainless steel, galvanized or portions of members to be embedded in concrete, and member surfaces that are to be welded or connected using high strength friction type bolts. These areas are to be field painted after erection. Include any special finishes as indicated on the drawings.

2. All work shall be erected plumb and level and aligned with the existing finishes and to provide for established elevations prior to fastening.

3. Contractor shall be responsible to provide for all necessary and required shoring, guy wires, bracing, etc., during the erection period and until all final connections are made. Furnish all loose lintels and other loose items to other trades where required for their building-in by others.

4. Metals Contractors shall field measure and verify existing conditions prior to preparation of shop drawings and manufacturing of materials and shall adjust for existing conditions. Notify Architect as to any major discrepancies.

5. Metals Contractors shall field measure and verify existing conditions prior to preparation of shop drawings and manufacturing of materials and shall adjust for existing conditions. Notify Owner and Architect as to any major discrepancies.

6. Do all work necessary to provide a complete job.

MISCELLANEOUS METALS: 1. Installation shall include but not be limited to:

A. Handrails and guardrails B. Steel pipe bollards

2. Do all work necessary to provide a complete job.

LIGHT GAUGE METAL FRAMING 1. Refer to General Notes provided by Structural Engineer. In case of conflict, Structural

Engineer's requirements shall apply. 2. Includes load bearing and non-load bearing formed steel stud exterior walls and prefabricated

and field built roof structure and soffit framing. 3. Provide all light-gauge metal stud furring and framing as shown on the plans. Include all

framing and furring for walls, soffits and ceilings. Provide all steel studs, plates, caps, runners (tracks), firestopping, miscellaneous wood blocking, furring, tracks, corner beads, casing bead, other beads, clip angles, shoes, reinforcement, bridging, lintels, bracing, sacraments, trim, fasteners, attachments, anchors, etc. where and as required for complete metal framing installation. Runners (tracks) and headers shall match the material and thickness gauge of studs, and have bent leg retainer notched to receive studs. Provide structural gauge studs, bridging, and angles where called for on the plans.

4. All miscellaneous items (screws, tape, compound, corner bead, etc.) to be installed in accordance with manufacturer's recommendation.

5. Install intermediate studs above and below openings to align with wall stud spacing. 6. Provide deflection allowance in stud track, directly below horizontal building framing at non-

load bearing framing.

7. Install framing between studs for attachment of mechanical and electrical items, and to prevent stud rotation.

8. Complete framing ready to receive sheathing inside and out. 9. Erection Tolerances

A. Maximum Variation from True Position: 1/8" in 10'. B. Maximum Variation of any Member from Plane: 1/8".

10. Do all work necessary to provide a complete job.

METAL STORAGE UNITS: 1. See "Typical Construction Notes" on plans for additional metal storage unit information. 2. Metal Building Contractor to provide all work for the storage units including the following:

A. All structural engineering including shop drawings, structural engineering calculations, and standard detailing for all elements.

B. Prefabricated metal building/storage units shall be designed by the building fabricator and plans shall be submitted to the Owner for his approval along with signed and sealed documents for permit review and approval.

C. Metal Buildings Contractor shall provide information regarding necessary setting bolts in concrete and masonry and confirm location and installation prior to component fabrication and installation.

D. Metal Building Contractor shall confirm conditions as indicated on the Civil Engineering drawings by others and confirm all slopes, grades and elevations as acceptable for proper installation of work.

3. Installation to be coordinated with all other work. 4. All joints between masonry and metal building components shall be made weatherproof and

sealed. Quality of joint sealant and waterproof quality of joints shall be warranteed by Metal Building Contractor.

5. All materials to be prefinished. 6. Installation shall include but not be limited to:

A. All light gauge metal structure B. All exterior metal walls C. Roofing and soffit D. Gutters and downspouts E. Storage unit doors F. Interior partitions G. Sealant between all elements to provide waterproof shelter H. Insulation I. Flashing and Trim J. All required fasteners (bolts, screws, washers, nuts, screw caps, etc.) K. Insulated Wall Panels L. Open grid security mesh ceilings (2" x 2" 18 gauge wire) where the space between top of

partitions and roof deck is greater than 15" nominal. M. Provide corner guards at all corners as directed by Owner. N. Any other items necessary for the complete installation of the metal wall system.

7. Metal Storage Doors: All doors for metal storage units to be roll-up type, Model 650, by Janus International Corporation or equal or side-hinged swing type, slim-line series with adjustable tension brackets, tracks, mounting hardware, etc. Exterior doors to have full weather-stripping of head, jambs and sill. All doors to have integral hasps/slide bolts for locking, and shall be operable with one hand in accordance with ADA requirements. All doors, jambs and trim to be prefinished.

8. All colors and finishes to be selected by Owner from manufacturer's extended color range and approved prior to Contract.

9. Metal Building Contractor to coordinate with Contractor and Sub-Contractors the following items including but not limited to: A. Concrete foundations and slabwork B. Masonry construction C. Fire protection sprinkler systems. D. Electrical panels, underground conduit locations, emergency lighting, site lighting,

security and service electrical outlets. E. Underground water and plumbing systems.

10. Numbering of Storage Units: Verify requirements of storage unit numbering with Owner. 11. Install in accordance with manufacturer's recommendations and specifications. Do all work

necessary for a complete and operational installation.

DIVISION VI WOOD/PLASTICS STRUCTURAL REQUIREMENTS 1. Refer to General Notes provided by Structural Engineer. In case of conflict, Structural

Engineer's requirements shall apply.

CARPENTRY: 1. Furnish all labor, plant, material and equipment for the completion of all rough and finish

carpentry and for all millwork as indicated herein, and as required for a complete job. 2. Layout all interior partitions with snap lines and notify Owner of any variations from plan. 3. Provide all necessary and required framing, supports, furring, firestopping, blocking, grounds,

shimming, etc., as required for rough carpentry work. 4. All wood plates and sills on concrete to be pressure treated for rot and termite protection. Treat

also for fire resistance where required by Code. 5. Furnish all materials and labor necessary to enclose, secure and protect the building during the

construction period and provide for same in base bid. 6. Provide all rough hardware (excluding that normally considered as part of the drywall/metal

framing work), including, but not limited to: Nails; clamps; screws; bolts; brackets; hangers; gussets; plates; etc., permanent or temporary, necessary for a complete job and as shown on the drawings.

7. All work to be done neatly and accurately cut, fitted and securely fastened in place n accordance with code requirements and best accepted practices.

8. Provide all caulking and sealants. 9. Provide fire-retardant-treated wood where indicated or required by code for buildings of Type II

construction. 10. Provide fire resistant plywood backing for hanging of wall mounted cabinets. 11. Fasteners for pressure treated and fire retardant wood shall be hot-dipped galvanized steel or

stainless steel. 12. All interior wood blocking to be #2 hem-fir or equal.

FINISH CARPENTRY: 1. Provide all cabinets, vanities, tops, etc., as indicated on the plans. 2. Provide shop drawings for review prior to start of any fabrication. All designs to be coordinated

with Owner to confirm construction and detailing. Field measure all areas to receive millwork and adjust sizes as required for actual measurements.

3. All Millwork, laminate, and solid polymer fabrications shall conform to AWI (American Woodwork Institute) Standards, premium grade. Provide shop drawings for review prior to start of any fabrication. Field measure all areas to receive millwork and adjust sizes as required for actual measurements.

4. All plastic laminate to be premium grade as manufactured by Nevamar, WilsonArt, Formica, or approved equal.

5. All solid surfacing to be a non-porous homogeneous blend solid polymer. 6. Cabinets in office to be plastic laminate cabinets to comply with AWI 400 premium grade

(including all brackets, cleats, fasteners, fillers, etc. as required for a complete installation). 7. Countertops to be solid polymer fabrications with raised self edge and 4" integral backsplash. 8. Provide all doors, frames, brackets, paneling, cabinets (wall and base), countertops, door

signage, hardware, toilet accessories and blocking for same. Contractor to provide all nails screws, mollie anchors, toggles, and connectors as required to set and install above listed items. All work shall be neatly and accurately cut, fitted and securely fastened in place in accordance with code requirements and best accepted practices. Contractor shall consult and coordinate with other trades fir installation of their materials.

9. Provide all finish hardware. All cabinets in public areas to lock, all drawers to have full extension ball bearing slides. Submit finish hardware list to the Owner for review.

DIVISION VII THERMAL AND MOISTURE PROTECTION

INSULATION: 1. See "Typical Construction Notes" on plans for additional insulation information. 2. All materials shall be installed in accordance with manufacturer's specifications and standard

details. 3. Furnish all labor, plant, material and equipment necessary to provide for a complete job. This

Contractor shall clean-up and be responsible for the removal of his own debris from the job site. All materials shall be installed in accordance with manufacturer's specifications.

4. Include all integral and/or applied vapor and moisture barriers where specified on the plans (except those to be located in conjunction with concrete flatwork).

5. Include all sound attenuating blanket batt insulation material and installation in all partitions around washrooms and as indicated on wall sections.

6. See plans for locations and generic types of insulation materials required. 7. Do all work necessary to provide a complete job.

SMOKE AND FIRE STOPPING 1. All fire rated or smoke rated wall, floor and ceiling penetrations, including conduit and pipe

penetrations, shall be firestopped. All firestopping shall be performed by a single source independent contractor responsible for all smoke stopping work where wall meets structure, top of wall and penetrations by all trades. Firestopping shall be installed in accordance with manufacturer's standards and specifications.

2. Provide single-component, water-based fireblocking sealant, "Fire Block Sealant FB 136" by 3M Corporation or "Fyre-Shield," by Tremco Incorporated, or equal.

3. Provide UL firestop / smokestop assembly information to Owner and also to Building Officials as required. UL assembly installation recommendations are to be strictly followed.

SEALANTS 1. Provide sealant at all necessary material intersections. Do not install under adverse (wet, hot or

cold) weather conditions. Install in accordance with manufacturer's recommendations. Provide manufacturer recommended primer applications at various materials. Tool joints slightly concave. All color selections to be from manufacturer's standard colors and submitted to Owner for review and acceptance prior to installation.

2. Manufacturer - Sonneborn, Dow, Tremco Incorporated, or equal accepted by Owner. 3. Types of sealant shall include, but not be limited to:

A. For joints between exterior masonry / concrete and hollow metal / window framing / door framing / control joints, etc. provide a one-component, elastomeric polyurethane sealant, "Sonneborn NP-1", by BASF, or equal.

B. For all exterior perimeter caulking provide non-staining one-part silicone, "Sonolastic 150 with VLM Technology" by BASF, or equal.

C. For all exterior building control joints, expansion joints, and stone joints, provide a non-staining, one-part silicone, "Sonolastic 150 with VLM Technology" by BASF, or equal.

D. For general interior work (at drywall construction to windows and doors) provide a siliconized acrylic-latex gun-grade caulk, "Sonolac" by BASF, or equal.

E. For joints between counters, walls, ceramic tile, etc., provide clear-colored, mildew-resistant silicone sealant, "OmniPlus" by BASF, or equal.

F. For joints between ceramic tile and plumbing fixtures, provide clear-colored, mildew-resistant silicone sealant, "OmniPlus" by BASF, or equal.

ARCHITECTURAL METAL ROOFING: 1. All work, methods, details, and installation shall be performed in strict compliance with

manufacturer's details and installation instructions. Details as shown on plans are for general configuration only. Adjust as necessary to conform to roofing manufacturer's standard details. In case of conflict between manufacturer's installation procedures and those listed herein, manufacturer's requirements shall govern.

2. All metal roofing work shall be performed in accordance with: ASTM A653; The NRCA Roofing Manual; The SMACNA Architectural Sheet Metal Manual, latest edition.

3. Conform to drawing details included in the SMACNA manual. 4. Prefabricated metal building shall be designed by the building fabricator and plans shall be

submitted to the Owner for approval along with signed and sealed documents for permit review and approval.

5. Roofing to be standing seam metal roofing, with no exposed penetrations and shall include associated integral flashings, underlayment and snow guards.

6. Roofing manufacturer to provide appropriate clips, angles and bearing plates at each steel roof framing location as required for a secure installation on rigid insulation. Provide fasteners appropriate to application and thickness of rigid insulation, and attachment to specified sheathing.

7. Color shall be selected from manufacturer's standard color range. Owner shall verify final color selection from samples provided by Contractor.

8. Provide Factory Mutual class I-90 uplift rating. 9. Installer to provide complete two-year warrantee for materials and installation and 10-year non-

pro-rated warranty covering color, fade and film integrity. 10. Fabricator and Installer shall be a company specializing in sheet metal roof installations with

minimum three years experience. 11. All metal flashing and counter-flashing, gutters, downspouts and trim as called for on the

drawings shall be a minimum of 26 gauge prefinished material matching to adjacent roof colors as shown and as called for on the plans and as outlined in the SMACNA Architectural Sheet Metal Manual.

12. Secure flashings in place using concealed fasteners. 13. Apply plastic cement compound between metal flashings and felt flashings. 14. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines

accurate to profiles. 15. Inspect roof deck to verify deck is clean and smooth, free of depressions, waves, or projections,

properly sloped to eaves, and is dry and free of snow or ice. 16. Verify roof openings, curbs, pipes, sleeves, ducts, or vents through roof are solidly set, reglets

are in place, and nailing strips located. 17. Verify roofing termination and base flashings are in place, sealed, and secure. 18. Form sections true to shape, accurate in size, square, and free from distortion or defects. 19. Form pieces in longest practical lengths. 20. Only minor scratches and abrasions will be allowed to be touched up. Any other damaged

material shall be replaced. 21. Install starter and edge strips, and cleats before starting installation. 22. Apply underlayment in single layer laid perpendicular to slope; weather lap edges 2". 23. Provide integral gutters as indicated. 24. Back paint surfaces in contact with dissimilar materials. 25. Lay sheets with long dimension perpendicular to eaves. Apply pans beginning at eaves. 26. Lock cleats into seams and flatten. 27. At eaves and gable ends, terminate roofing by hooking over edge strip. 28. Fold lower ends of seams at eaves over at 45 degree angle. 29. Extend valley sheet minimum 6" under roofing sheets. 30. At valley, double fold valley and roofing sheets and secure with cleats spaced 18" o.c. 31. At roof edges, extend gutter lining under metal roofing 6" minimum and terminate in 3/4"

folded edge secured by cleats. Hook lower end of roofing into lock strip to form 3/4" wide loose-lock seam.

32. Cleat and seam all joints. 33. Use bedding compound for joints between metal and bitumen or metal and felts. 34. Stagger transverse joints of roofing sheets. 35. Provide all expansion joints as required by roofing manufacturer. 36. Seal metal joints and gutter watertight. Seal joint of gutter to drain with sealant. 37. Do all work necessary to provide a complete job.

ROOF ACCESSORIES: 1. Sheet Metal Flashing and Trim: Provide weather-tight coping and flashing, installed in

accordance with SMACNA details. Coping to be 24 gauge steel, minimum, prefinished with Kynar 500 finish. Verify final color selection with Owner.

DOORS: 1. See "Typical Construction Notes" on plans for additional door information. 2. Provide all doors as scheduled in the door schedule. All doors and frames which require fire

ratings shall have UL labels and comply with code requirements for the rating listed. 3. All egress doors shall be readily operable from the side of egress without the use of keys,

special knowledge or effort in. 4. Contractor shall coordinate actual sizes and required openings with Mason and other

contractors. 5. Undercut doors as may be required for thresholds or floor finishes. Verify with Owner and tile

and flooring contractors prior to ordering or installation. 6. To the extent possible, all doors and frames are to be factory reinforced, mortised, drilled,

tapped and pre-machined in accordance with the hardware and/or the templates for the proper installation of hardware.

7. Prepare all doors for complete hardware as listed and/or required. Coordinate requirements with the hardware supplier and Owner to meet all hardware requirements. Adjust hardware for proper operation.

8. Install plumb and true to line. Brace frames to construction above if wall construction does not extend to structure above.

9. Install all doors in accordance with manufacturer's recommendations and specifications. Do all work necessary for a complete and operational installation.

HARDWARE 1. See "Typical Construction Notes" on plans for additional hardware information. 2. Refer to door/hardware schedule in drawing set for additional information. Provide complete

shop drawings, hardware list and keying schedule to Owner for review and acceptance prior to preparation and installation. Verify final hardware selection with Owner. Install all finish hardware in accordance with manufacturer's specifications and in accordance with ADA and other applicable accessibility requirements. Provide three (3) keys for each new door.

3. Provide all finishing hardware as required to completely equip the building. All necessary finishing hardware shall be furnished whether or not specifically mentioned herein, unless provided for elsewhere.

4. Coordinate shop preparation of cut-outs, reinforcing, hardware preparation with door and frame manufacturer to the extent possible.

5. Provide hardware as appropriate to each application. 6. Install all finish hardware in accordance with manufacturer's specifications and in accordance

with ADA requirements. 7. Upon project completion, properly log, tag, index, and file all keys in key cabinet. 8. Do all work necessary to provide a complete job.

STOREFRONT: 1. See "Typical Construction Notes" on plans for additional storefront information. 2. Provide all storefront glazing systems as called for on the drawings. Provide all necessary:

framing; glazing; reinforcing; anchors; inserts; rough and finish hardware; closers; thresholds; shims, setting blocks, clips; reducing reglets; inserts; caulking; sealant; backup rods; header framing; fasteners; etc., whether or not specifically mentioned herein, for a complete job. System shall include exterior and interior aluminum doors and framing for doors and windows. Provide complete shop drawings for all framing systems to Owner for review and acceptance prior to preparation and installation.

3. All members shall be accurately joined at corners with screws in extruded screw spline. All fasteners shall be non-corrosive. All glazing shall be held in place with vinyl or neoprene gaskets on both sides. All units shall be furnished with strippable protective film. All work shall be installed plumb and true.

4. All exterior frames to be thermally broken and designed to permit glazing from the outside. Interior frames to match dimensions of exterior frames.

5. Provide sill flashing at all exterior locations of new storefront on concrete foundation. Sill to be shimmed (1/4" min. airspace) to allow thermal separation from concrete and masonry.

6. Frames shall be provided with reinforcing members as necessary to resist all code required loads.

7. Provide insulating glazing at exterior conditions, and tempered glazing as required by Codes and where additionally called for on the plans.

8. Field measure all openings to verify actual sizes prior to manufacture of framing systems. Deliver and install units complete with matching caulking, shims, backer rods, etc.

9. Installation, cleaning, clearances and tolerances to be in accordance with manufacturer's standard specifications and installation details.

10. Provide manufacturer's standard warrantee, warranting work to be watertight, free from deflective materials, defective workmanship, glass breakage due to defective design, and agreeing to replace components which fail within 1 year from date of Substantial Completion.

11. Doors in storefront system to be compatible with framing system, as called for on the plans. Doors to be narrow stile, constructed of aluminum and glass. Provide all door hardware as part of the storefront system, including hinges, thresholds, push/pulls, weather-stripping, exit devices, closers, lock cylinder, mail slot, etc. Provide hardware reinforcement as required to accept hinges, closers and other hardware.

12. Door glazing to be single pane, tempered, 1/4" thick glass, unless noted otherwise. 13. Do all work necessary to provide a complete job.

DIVISION IX FINISHES DRYWALL AND METAL PARTITIONING FRAMING: 1. See "Typical Construction Notes" on plans for additional drywall information. 2. All new work shall be installed in accordance with the selected material manufacturer

specifications and recommendations and "The Gypsum Construction Handbook", latest edition as published by USG Corporation.

3. Where fire rated systems are required or indicated on the drawings, all work shall be done in compliance with indicated Underwriters Laboratories assembly indicated.

4. Provide all metal stud furring and framing as shown on the plans. Include all metal soffit framing and furring. Provide all steel studs, plates, caps, firestopping, miscellaneous wood blocking, furring, tracks, corner beads, casing bead, other beads, clips, bridging, bracing, sacraments, trim, attachments, anchors, etc. where and as required for complete metal framing installation. Provide structural gauge studs, bridging, and angles where called for on the plans.

5. Provide and install all blocking materials. All blocking, when concealed, to be fire resistant treated according to Code requirements. Provide blocking for wall cabinets, shelves, plumbing fixtures, grab bars, etc. as required and as directed by the Owner.

6. Install gypsum board horizontally in accordance with manufacturer's recommendations and installation details.

7. Extend all interior drywall walls above the ceiling line unless otherwise scheduled and/or noted on the plans.

8. All drywall materials used shall be of thicknesses and/or with laminations scheduled and/or detailed on the plans.

9. Secure all drywall with power-driven drywall screws in accordance with manufacturer's specifications.

10. Provide all necessary and required expansion / control joints in drywall. 11. All joints, corners, screwheads, nailheads, beads, returns, etc. shall be taped and covered with

three (3) coats joint and topping compound. Each successive coat of joint compound shall be sanded smooth and free of waves, pits, and buckles with the finish coat ready to receive finish material application (paint, wall covering, etc.). Provide metal corner beads at all outside corners and at all soffit areas. All exposed edges shall have "J" molding or casing beads.

12. Drywall Contractor shall cooperate with the acoustical ceiling tile and electrical Contractors for coordination of their work.

13. All new drywall partitions shall be constructed for a flat finish; partitions shall be plumb and straight within an 1/8" deviation for every ten (10) feet in any direction. Camber between surfaces to be maximum of 1/32".

14. All drywall and metal stud rubbish shall be cleaned up and removed from the site by this Contractor in his own containers.

FINISHES: 1. See "Typical Construction Notes" on plans for additional finish information. 2. Interior finishes shall meet or exceed the following minimum flame spread ratings: Walls to be

Class II 0-75; Floors to be Class II 0-75; Ceilings to be Class II 0-75.

FLOORING AND BASE: 1. See Finish Schedules for interior floor finishes and base. Coordinate finishes with the

installation of the rough floor finishes. Provide samples of all floor finishes to the Owner for selection of materials to be installed.

2. Clean and prepare floors for new finishes. Patch all holes in floor and level floors as directed by Owner and additional preparation of all surfaces to receive new floor covering or base as required. Match existing fill and cement finish to provide a finished condition suitable for the application of new flooring as specified on finish schedule.

3. Do all work necessary to provide a complete job.

CEILINGS: 1. See "Typical Construction Notes" on plans for additional ceiling and grid information. 2. Provide suspended ceiling system with tiles as indicated on the drawings. Installation of grid

and acoustical tile to be in accordance with manufacturer's standard specifications and installation details. Verify any additional requirements with the Owner.

3. Layout final ceiling according to drawings. Verify any additional requirements with the Owner. 4. Install edge moldings of type indicated at perimeter of acoustical ceiling area and at locations

where necessary to conceal edges of acoustical units. Screw-attach moldings to substrate at intervals not over 16" o.c. and not more than 3" from ends, leveling with ceiling suspension system to tolerance of 1/8" in 12". Miter corners accurately and connect securely. Apply continuous ribbon of acoustical sealant, concealed on back of vertical leg before installing moldings.

5. Provide "L" shaped matching trim at intersections with walls. Include all necessary and required accessories, supports, trim, etc.

6. Ceiling heights indicated shall be measured to the underside of the suspension grillage system at all acoustic ceilings.

7. Coordinate with mechanical, electrical and all other contractors to allow for installation of all equipment, materials and fixtures and to ensure proper coordination of all systems.

8. All light fixtures, exit signs, sprinkler heads and other ceiling elements shall be centered within the ceiling tiles (including offset for centering within a 2'x2' look) unless noted or otherwise required.

9. Do all work necessary to provide a complete job.

PAINTING AND WALL COVERINGS: 1. See "Typical Construction Notes" on plans for additional painting information. 2. Furnish all labor, services, equipment and materials necessary to complete all painting /

finishing and decorating of interior. Include all exposed unfinished wood, gypsum drywall, concrete, masonry, exposed metals and all other items which constitute part of the work of the Painting Contractor by common practice. All exposed surfaces are to be painted or otherwise finished whether or not so designated in schedules, except where the material is prefinished or otherwise obviously not intended to be finished. Where items or surfaces are not specifically mentioned, paint to match adjacent surfaces. Shop coat of paint shall be applied by manufacturer of the ornamental and miscellaneous ironwork with finish coats applied by the Painting Contractor in the field after installation.

3. Apply all paint and stain finishes in accordance with manufacturer's recommendations. 4. Painting Contractor shall provide final preparation and cleaning of all surfaces to be painted,

stained or primed of loose dirt and dust. Do customary amount of sanding, spackling and filling to produce a suitable surface to receive wall finish. Protect the existing work, the new work and the materials of other trades. Clean off all paint and stain spots from exposed finished surfaces. Refinish work as made necessary by the defective workmanship or carelessness of other trades.

5. Re-coat primed and sealed surfaces where there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat with no burn-through or other defects due to insufficient sealing.

6. Pigmented (Opaque) Finishes: Completely cover to provide an opaque smooth surface of uniform finish, color, appearance and coverage. Cloudiness, spotting, holidays, laps, brush marks, sags, ropiness or other surface imperfections will not be acceptable.

7. Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements.

8. Protect the existing work and materials of other trades. Clean off all paint and stain spots from exposed finished surfaces.

9. Refinish or touchup work as made necessary by the defective workmanship or carelessness of other trades.

10. Verify additional or special finish requirements with Owner. 11. Do all work necessary to provide a complete job.

DIVISION X SPECIALTIES SIGNAGE 1. Signage to be provided and installed by Owner.

A. All signs to conform to ADA Accessibility Guidelines and ANSI 117.1 requirement for the physically handicapped.

B. Where necessary, provide Type 2 Braille text in compliance with ADA requirements. C. Provide a complete submittal for approval by Owner.

2. All exterior signage to be provided and installed by Owner. Provide coordination for electrical connections, and mounting reinforcement with Sign Contractor.

3. Street address for building shall be located on the north side of the building so it is visible from the public right of way. The numbers shall be in Arabic numerals at a minimum of 6 inches in height with a one inch stroke. The color of the numbers shall be in contrast with the background for the numbers. Verify location and configuration of address with local jurisdiction prior to installation.

FIRE EXTINGUISHERS AND CABINETS: 1. Provide fire extinguisher(s) at location(s) as indicated on the plans and as required by local

authorities. Furnish only new extinguishers which are approved and labeled by Underwriters' Laboratories.

2. Provide multi-purpose dry chemical extinguisher(s), unless noted otherwise or required. 3. All extinguishers shall be located at heights as required by the Fire Department. 4. Fire extinguishers shall comply with NFPA-10 standards and shall be rated to handle fire of

"A", "B", and "C" types of fires. 5. Where indicated provide a surface mounted cabinet for extinguisher, prefinished metal, color

selected by Owner from the manufacturer's standard colors and mounted at 4'-0" above finish floor to center of cabinet.

6. Provide "Knox-Box" at exterior of building entrance, in accordance with standards of local fire district. Coordinate final location in field with Fire District.

7. Do all work necessary to provide a complete job.

TOILET ACCESSORIES 1. See "Typical Construction Notes" on plans for additional toilet accessory information. 2. Toilet room accessories shall meet all ADA standards and requirements. Contractor to coordinate

all necessary blocking within walls. Provide accessory submittal package to Owner for review and approval prior to ordering or installation of any accessories.

DIVISION XIV CONVEYING EQUIPMENT (ELEVATOR) 1. Provide hydraulic elevator as called for on the plans. The Elevator Contractor shall do all work

and supply all material necessary for the complete installation. 2. The following items must be provided for complete elevator installation, contractors are to

coordinate all items. A. Protection of floor openings and personnel barriers; temporary power and lighting. B. Excavation for cylinder well casing. C. Elevator pit, elevator motor and pump foundation, and grouting thresholds. D. Masonry hoistway enclosure, building-in and grouting hoistway door frames, grouting

thresholds. E. Pit ladder, divider beams, support for entrances and rails, hoisting beam at top of

hoistway. F. Waterproofing of elevator pit. G. Ventilation and temperature control of elevator equipment room. H. Electrical service to main disconnect in elevator machine room; electrical power for

elevator installation and testing; electrical-disconnecting device to elevator equipment prior to activation of sprinkler system; electrical service for machine room; machine room and pit receptacles with ground-fault current protection; lighting in machine room and pit; wiring for telephone service to machine room.

I. Fire and smoke detectors and interconnecting devices; fire alarm signal lines to contacts in the machine room.

J. ADA required emergency communications equipment. 3. The Elevator Contractor shall furnish all necessary pipes and fittings to connect the power unit

to the jack unit in accordance with the requirements of the ANSI Code. All underground piping shall be adequately protected against corrosion.

4. Conduit wiring and fittings necessary for the proper operation of the equipment shall be furnished and installed in accordance with the manufacturer's standard methods and shall be in compliance with the National Electrical Code.

5. Verify overrun requirements with manufacturer and make adjustments as required. 6. Coordinate ventilation requirements and provide as required for complete job. 7. Coordinate electrical requirements with electrical Contractor. 8. Elevator is to be fully automated, in compliance with state, local requirements. 9. All designs, clearances, construction, workmanship and material, unless specifically excepted,

shall be in accordance with the requirements of ADA, the ASME Code and all Codes having legal jurisdiction. The ASME Code shall govern except where codes having legal jurisdiction include more rigid requirements or conflict with the ASME Code.

10. The Elevator Contractor shall guarantee the material and workmanship of the equipment and make good any defects not due to ordinary wear or to improper use which may develop within one year after substantial completion.

11. Shop Drawings: Submit shop drawings for the elevator systems and all of its components, including typical details of assembly, erection and anchorage drawn at large scale. Submit smaller scale drawings of the overall plans, elevations and sections to show the floor served, travel distances, and similar considerations of the work.

12. Elevator contractor to apply for separate permit for elevator installation. 13. Permits and Tests: The Elevator Contractor shall, after Structural and Architectural Drawings

are furnished, submit complete working drawings for approval showing the location of all equipment, and other information necessary to render a totally functional elevator to the Owner.

14. Certificates and Test Reports: Submit copies of written certified reports for required tests, recording the dates performed, test results, interpretation of the results, and recommended action. Where required, submit additional copies directly to governing authorities. Provide certificates and operating permits to the Owner for the elevator, obtained from governing authorities, as necessary for normal, unrestricted use of the elevator.

15. Do all work necessary to provide a complete job.

DIVISION XXII - PLUMBING 1. Refer to notes provided on Plumbing engineering drawings and Fire Protection engineering

drawings.

DIVISION XXIII - MECHANICAL 1. Refer to notes provided on HVAC Engineering drawings.

DIVISION XXVI - ELECTRICAL 1. Refer to notes provided on Electrical Engineering drawings.

DIVISION XXVI - ELECTRONIC SAFETY AND SECURITY FIRE DETECTION SYSTEM 1. Fire detection system and equipment to be provided by Owner.