New Jefferson Office Park · 2010. 10. 9. · Preliminary Jefferson Office Park 1020 Johnson Road Golden , Colorado 80219 Exit W idth Required: Third Floor: Business Group B Egress

Prelimina

ry

Jefferson Office Park

1020 Johnson Road

Golden, Colorado 80219

Exit Width Required: Third Floor: Business Group B Egress width per occupant served w/ sprinkler system per Table 1005.1 = 0.2 in./occupant (Stairway) 100 occupants x 0.2 in./occupant = 20” Second Floor: Business Group B Egress width per occupant served w/ sprinkler system per Table 1005.1 = 0.2 in./occupant (Stairway) 100 occupants x 0.2 in./occupant = 20” First Floor: Business Group B Egress width per occupant served w/ sprinkler system per Table 1005.1 = 0.15 in./occupant (Other egress components) 200 occupants from second and third floors and 100 occupants from first floor = 300 occupants 300 occupants x 0.15 in./occupant = 45”

Exits Required: Third Floor: Business Group B 2 exits required where occupant load exceeds 49 for Business Group B occupancy per Table 1015.1 and less than 500 per Table 1019.1 Third floor occupant load = 100 occupants 49 occ. < 100 occ. < 500 occ. = 2 exits required Second Floor: Business Group B 2 exits required where occupant load exceeds 49 for Business Group B occupancy per Table 1015.1 and less than 500 per Table 1019.1 Second floor occupant load = 100 occupants 49 occ. 100 occ. < 500 occ. = 2 exits required First Floor: Business Group B Tenant Space 100 1 exit permitted when occupant load is less than 49 for Business Group B occupancy per Table 1015.1 Tenant Space 100 occupant load = 40 40 occ. < 49 occ. = 1 exit required Tenant Space 180 1 exit permitted when occupant load is less than 49 for Business Group B occupancy per Table 1015.1 Tenant Space 180 occupant load = 41 41 occ. < 49 occ. = 1 exit required Accessory Area 2 exits required where occupant load exceeds 49 for Business Group B occupancy per Table 1015.1 and less than 500 per Table 1019.1 Accessory Area occupant load = 300 49 occ. 300 occ. < 500 occ. = 2 exits required

Exits Provided: Third Floor: Business Group B 2 exits provided, total exit width provided = 72” Second Floor: Business Group B 2 exits provided, total exit width provided = 72” First Floor: Business Group B Tenant Space 100 5 exits provided, total exit width provided = 288” Tenant Space 180 5 exits provided, total exit width provided = 288” Accessory Area 2 exits provided, total exit width provided = 108”

Plumbing Fixtures: First Floor: Male: 100 occupants/2 = 50 males(Business Class.) Water Closets: 1/25 for first 50 males

1 water closet and 1 urinal provided Lavatories: 1/40 for first 80 males 2 lavatories provided Female: 100 occupants/2 = 50 females Water Closets: 1/25 for first 50 females 2 water closets provided Lavatories: 1/40 for first 80 males 2 lavatories provided Drinking Fountains: 1/100 occupants 2 drinking fountains provided (1 accessible) Service Sinks: 1 required 1 mop sink provided Second Floor: Same as First Floor Third Floor: Same as First Floor

Allowable Floor Area: w/o Area Modifications (per Table 503): Business Group B, Type V-B Construction 2 stories w/ maximum height of 40’ 9,000 sq. ft. per story 18,000 sq. ft. total building area

w/ Area Modifications: Frontage increase (per Sec. 506.2): If = (F/P - 0.25) W/30 F = 418’-8” or 418.67’, P = 418’-8” or 418.67’, W > 30’ If = (418.67’/418.67’ - 0.25) 30’/30’ = 0.75 Automatic sprinkler system increase (per Sec. 504.2): 3 stories w/ maximum height of 60’ Automatic sprinkler system increase (per Sec. 506.3): Allowable area increase per story of 200% (Is = 2) Allowable area per story w/o automatic sprinkler system increase: At = 9,000 sq. ft., If = .75 Aa = At + (At x If) Aa = 9,000 sq. ft. + (9,000 sq .ft. x. 75) Aa = 9,000 sq. ft. + 6,750 sq. ft. Aa = 15,750 sq. ft. per story Allowable floor area w/o automatic sprinkler system increase: Aa = 15,750 sq. ft. per story 15,750 sq. ft. x 3 = 47,250 sq. ft. total building area Allowable area per story w/ automatic sprinkler system increase: At = 9,000 sq. ft., If = .75, Is = 2 Aa = At + (At x If) + (At x Is) Aa = 9,000 sq. ft. + (9,000 sq. ft. x .75) + (9,000 sq. ft. x 2) Aa = 9,000 sq. ft. + 6,750 sq. ft. + 18,000 sq. ft. Aa = 33,750 sq. ft. per story Allowable floor area w/ automatic sprinkler system increase: Aa = 33,750 sq. ft. per story 33,750 sq. ft. x 3 = 101,250 sq. ft. total building area

Actual Floor Area: First Floor ………………. 10,030 sq. ft. Second Floor …………… 10,030 sq. ft. Third Floor ……………… 10,030 sq. ft. Total Actual Floor Area 30,090 sq. ft.

Occupant Load: Third Floor: Business Group B Occupant load factor — Business areas per Table 1004.1.1 = 100 gross sq. ft./occupant Floor area = 10, 030 gross sq. ft. 10,030 gross sq. ft./(1 occupant/100 gross sq. ft.) = 100.3 occupants, use 100 occupants Second Floor: Business Group B Occupant load factor — Business areas per Table 1004.1.1 = 100 gross sq. ft./occupant Floor area = 10, 030 gross sq. ft. 10,030 gross sq. ft./(1 occupant/100 gross sq. ft.) = 100.3 occupants, use 100 occupants First Floor: Business Group B: Occupant load factor - Business areas per Table 1004.1.1 = 100 sq.ft./occupant Tenant Space 100 floor area = 4,023 gross sq. ft. 4,023 gross sq. ft./(1 occupant/100 gross sq. ft.) = 40.02 occupants, use 40 occupants Tenant Space 180 floor area = 4,102 gross sq. ft. 4,102 gross sq. ft./(1 occupant/100 gross sq. ft.) = 41.02 occupants, use 41 occupants Accessory Area floor area = 1,905 gross sq. ft. 1,905 gross sq. ft./(1 occupant/100 gross sq. ft.) = 19.05 occupants, use 19 occupants Total first floor occupants = 100 occupants Total Building: 300 occupants

CODE ANALYSIS

Regulatory Agencies: City of Golden Planning & Development Department, 303.384.8097 Steve Glueck, Planning & Development Director, 303.384.8095 City of Golden Building Department, 303.384.8151 Gerald George, Chief Building Official, 303.384.8147 City of Golden Fire Department, 303.384.8094 Jerry Stricker, Fire Marshal, 303.384.8093 City of Golden Engineering Department, 303.384.8151 Vince Auriemma, City Engineer, 303.384.8156

Applicable Codes: International Building Code, 2006 Edition Accessible and Usable Buildings and Facilities, ICC/ANSI A117.1-2003 ADA Accessibility Guidelines for Buildings and Facilities International Fire Code, 2006 Edition International Energy Conservation Code, 2006 Edition International Mechanical Code, 2003 Edition International Plumbing Code, 2003 Edition International Fuel Gas Code, 2006 Edition National Electrical Code, 2005 Edition

Project Type: New three story office building

Address: 1030 Johnson Road, Golden, CO 80401

Legal Description: A PORTION OF LOT 1, BLOCK 1, GOLDEN DEVELOPMENT SITESUBDIVISION, AS RECORDED IN THE RECORDS OF JEFFERSONCOUNTY, COLORADO IN BOOK 98 AT PAGE 47, RECEPTION NO.88093385, DESCRIBED AS FOLLOWS:

BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 1; THENCENORTH 89 DEGREES 58 MINUTES 30 SECONDS EAST ALONG THESOUTH LINE OF SAID LOT 1, A DISTANCE OF 419.55 FEET TO THESOUTHEAST CORNER OF SAID LOT 1; THENCE NORTHERLY ALONG THE EAST LINE OF SAID LOT1, THE FOLLOWING TWO (2)COURSES:

1) NORTH 01 DEGREES 03 MINUTES 30 SECONDS EAST,391.39 FEET;

2) THENCE NORTH 00 DEGREES 04 MINUTES 14 SECONDSEAST, 172.68 FEET, MORE OR LESS, TO A POINT FROMWHICH THE NORTHEAST CORNER OF SAID LOT 1 BEARSNORTH 00 DEGREES 04 MINUTES 14 SECONDS EAST,552.06 FEET;

THENCE NORTH 89 DEGREES 39 MINUTES 15 SECONDS WEST BEING PARALLEL WITH THE NORTH LINE OF SAID LOT 1, A DISTANCE OF 557.34 FEET; THENCE SOUTH 63 DEGREES 38

MINUTES 50 SECONDS WEST (RADIAL LINE), 169.22 FEET TO THEWEST LINE OF SAID LOT 1; THENCE SOUTHEASTERLY ALONG SAIDWEST LINE, THE FOLLOWING TWO (2) COURSES:

1) SOUTHEASTERLY ALONG A CURVE TO THE LEFT, THETANGENT OF WHICH BEARS SOUTH 26 DEGREES 21MINUTES 10 SECONDS EAST, HAVING A RADIUS OF 450.00FEET, A CENTRAL ANGLE OF 21 DEGREES 40 MINUTES 03SECONDS, FOR A DISTANCE OF 170.18 FEET TO APOINTOF REVERSE CURVE;

2) THENCE SOUTHEASTERLY ALONG A CURVE TO THERIGHT, HAVING A RADIUS OF 550.00 FEET, A CENTRALANGLE OF 42 DEGREES 40 MINUTES 45 SECONDS FOR ADISTANCE OF 409.69 FEET TO THE POINT OF BEGINNING,COUNTY OF JEFFERSON, STATE OF COLORADO.

Zoning Designation: PUD

Occupancy Group: Business Group B

Site Area: 64,830 sq. ft. or 7.03 acres

Construction Type: V-B (Sprinkled)

Location on Site: North: 90.60’ from N property line East: 363.36’ from E property line, 135.00’ from future bldg. South: 355.06’ from S property line (W. 10th Ave.), 39.00’ from future bldg. West: 115.06’ from E property line (Johnson Rd.)

Sheet Index

Cover SheetCivil Sheets:

Cover SheetHorizontal Control PlanInitial Erosion Control PlanInterim Erosion Control PlanPhase 1 Final Erosion Control PlanErosion Control DetailsErosion Control Details and NotesOverlot Grading PlanFinish Grading PlanOverall Utility PlanDrainage Outfall Plan and ProfileStorm Drain Plan and Profile - NorthStorm Drain Plan and Profile - CenterStorm Drain Plan and Profile - SouthSanitary Sewer Plan and ProfilePost Office Drive ModificationsDetailsDetails

Landscaping: L1 Landscape Notes & Details L2 Landscape Plan

Architectural:A1 1st Floor PlanA2 2nd Floor PlanA3 3rd Floor PlanA4 Roof PlanA5 1st Floor Core Plan & Toilet Room ElevationsA6 Second & Third Floor Core PlansA7 Reflected Ceiling PlansA8 Finish & Door Schedules; Door Frame &

Window TypesA9 Exterior ElevationsA10 Building SectionsA11 Stair Section & Core Wall SectionA12 Core Wall DetailsA13 Core Wall Details & Typical Wall Sections

Structural:S1.0 Cover DetailsS2.0 Foundation PlanS2.1 Second Level Framing PlanS2.2 Third Level Framing PlanS2.3 Roof Framing PlanS3.0 Foundation DetailsS3.1 Framing DetailsS3.2 Framing DetailsS3.3 Framing DetailsS4.0 Frames/Columns Schedule

Mechanical:M1.1 HVAC SchedulesM2.1 First Floor Plan – HVACM2.2 Second Floor Plan – HVACM2.3 Third Floor Plan – HVACM2.4 Roof Plan – HVACM3.1 HVAC Details

Plumbing:P1.1 Plumbing SchedulesP2.0 Underslab Plan – PlumbingP2.1 First Floor Plan – PlumbingP2.2 Second Floor Plan – PlumbingP2.3 Third Floor Plan – PlumbingP2.4 Roof Plan – PlumbingP3.1 Plumbing Details

Electrical:E1 Electrical Site PlanE2 Notes & LegendE3 One-Line DiagramE4 Panel Schedules & Lighting Fixture ScheduleE5 First Floor Power & Lighting PlansE6 Second Floor Power & Lighting PlansE7 Third Floor Power & Lighting PlansE8 Roof Power Plan

Contacts

Owner:Jefferson Office Park L.L.L.P.12 Ward Ct.Lakewood, CO 80228303.482.1809 telephone303.723.5503 [email protected]

General Contractor:Golden Builders, Inc.195 S. Union Blvd. Suite 180Lakewood, CO 80228303.482.1809 telephone303.459.7929 [email protected]

Architect:Joe Haezebrouck, RA, NCARBHaezebrouck & Associates, P.C.1543 Sunset Ridge RoadHighlands Ranch, CO 80126-2681303.470.7872 telephone303.470.7874 facsimile303.880.2246 [email protected]

CAD Consultant:Doug Forry10251 S. Nickolas Ave.Highlands Ranch, CO 80130303.482.1809 telephone303.723.5503 [email protected]

Mechanical Engineer:Peter F. McDonald, PEMcDonald Consulting + Design10698 Amesbury WayHighlands Ranch, CO 80126303.875.9293 telephone303.346.8549 [email protected]

Electrical Engineer:Dave Kazin, PEKazin & Associates5031 S. Ulster St., Ste. 160Denver, CO 80237720.489.1609 #1 telephone720.489.1611 [email protected]

Structural Engineer:Stan Neujahr, PENeujahr & Gorman80 Steele St. #200Denver, CO 80206303.377.2732 telephone303.377.4573 [email protected]

Specification Consultant:Warren FosterConstruction Specification Specialist LTD.16428 W. First Ave.Golden, CO. 80401303.216.9560 telephone303.216.9566 [email protected]

Office Building Type 3

General Notes

1. Prior to starting construction, the General Contractor shall obtain all permits requiredby regulatory authorities. No construction or fabrication of any item should begin untilthe General Contractor has received all documentation from regulatory authorities.Failure of the General Contractor to follow this procedure shall cause the GeneralContractor to assume full responsibility for subsequent modifications of workmandated by regulatory authorities.

2. The General Contractor shall be responsible for providing all materials andworkmanship in accordance with all Federal, State and Local codes, laws, ordinancesand regulations applicable to this project.

3. Do not scale any drawings. The Contractor shall verify all dimensions prior to the startof construction and notify the Architect of any discrepancies so that the design may bereevaluated.

4. Dimensions shall be to either the centerline of a column; edge or face of steel studframing; face of concrete or masonry wall; extent of a finish, location of or clearancerequired for a fixture; centerline of exposed tee ceiling grid or light fixture; edge ofdoor, door light or aluminum storefront framing; floor, roof or parapet line; top orbottom of doors, windows and pilasters unless noted otherwise.

5. The General Contractor shall coordinate the work to be completed by all trades.6. The General Contractor shall verify the location of all utilities, connect the secondary

utility lines from the building to the primary service location, unless directed otherwiseby the utility having jurisdiction. The General Contractor shall be responsible for allfees related to such work.

7. The General Contractor shall maintain a clean construction site and remove allconstruction debris from the site. The Contractor shall provide dumpsters, or othermeans of trash disposal, on site as needed for the timely removal of trash and debris.

8. Refer to Wall Types for specific wall construction.9. Refer to the Door and Window Schedules for general door, hardware and window

specifications. Refer to Finish Schedule for general floor, wall and ceiling finishspecifications.

10. Fire alarm and sprinkler systems, security systems, or other similar systems, and anyengineering required for these systems, if required by the governing jurisdiction orBuilding Owner, shall be the responsibility of and be coordinated by the GeneralContractor.

11. The General Contractor shall be responsible for and coordinate the buildingcommunication and cable service requirements with the Building Owner.

12. The General Contractor shall provide fire extinguishers in recessed cabinets, of thetype and in the locations required by the Fire Protection District and selected by theArchitect.

13. The General Contractor shall coordinate and provide a complete and finished projectas shown on the Architectural, Structural, Mechanical, Plumbing and Electricaldrawings.

14. THE AMERICANS WITH DISABILITIES ACT: The Americans with Disabilities Act (ADA) requires the removal of architectural barriersin existing and new facilities where such removal is “readily achievable”. The BuildingOwner acknowledges that the definition of “readily achievable” as contained in theADA is flexible and subject to interpretation on a case-by-case basis. Therequirements of the ADA will therefore be subject to various and possible contradictoryinterpretations. The Architect shall use reasonable professional efforts and judgmentto interpret and incorporate applicable ADA requirements, and advise the BuildingOwner regarding modifications to the Building Owner’s facility space that may berequired in order to comply with the ADA. Such interpretation and advice shall bebased upon what is known about the ADA at the time that professional service isrendered. The Architect however, cannot and does not warrant or guarantee that theBuilding Owner’s facility will fully comply with interpretations of the ADA requirementsrendered by regulatory authorities or court decisions.

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Wall TypesA Exterior curtain wall from 6” x 16 ga. (54 mils) steel studs at 16” o.c. Finish exterior face of wall with acrylic

elastomeric finish coat over acrylic primer coat over 3/8” thick factory mixed cementitious one-coat stuccowith acrylic polymer admixture over 2.5 lb./sq. yd. self-furring diamond mesh metal lath over TyvekCommercialWrap D over 5/8” exterior grade gypsum board sheathing. Insulate wall with R-19 FSK-facedflame spread 25 fiberglass insulation. Fill holes at duplexes, switches and other voids with expandingfoam sealant that complies with Sec. 2603, 2006 IBC. Provide fireblocking and draftstopping whererequired per Sec. 717, 2006 IBC. Finish gypsum board below ceiling height with Level 5 finish. Finishinterior face of wall with 5/8” type “x” gypsum board to above ceiling height at time of tenant finish. Forwindow assembly refer to Window Schedule and Window Types on sheet A10.

B Exterior curtain wall from 6” x 16 ga. (54 mils) steel studs at 16” o.c. Finish exterior face of wall with 4”nom. brick veneer pilaster over 7/8” air space over Tyvek CommercialWrap D over 5/8” exterior gradegypsum board sheathing. Insulate wall with R-19 FSK-faced flame spread 25 fiberglass insulation. Fillholes at duplexes, switches and other voids with expanding foam sealant that complies with Sec. 2603,2006 IBC. Finish interior face of wall with 5/8” type “x” gypsum board to above ceiling height at time oftenant finish. Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finishgypsum board below ceiling height with Level 5 finish.

C Exterior curtain wall from 6” x 16 ga. (54 mils) steel studs at 16” o.c. Finish exterior face of wall with acrylicelastomeric finish coat over fiberglass reinforcing mesh embedded in 1/16” — 3/32” thick acrylic polymermodified cementitious base coat over 2” thick expanded polystyrene insulation (EPS) adhered with abovebase coat to 3/8” thick factory mixed cementitious one-coat stucco with acrylic polymer admixture over 2.5lb. /sq. yd. self-furring diamond mesh metal lath over Tyvek CommercialWrap D over 5/8” exterior gradegypsum board sheathing. Back wrap all EPS shapes with fiberglass reinforcing mesh. Do not lap meshover one-coat stucco. Insulate wall with R-19 FSK-faced flame spread 25 fiberglass insulation. Fill holesat duplexes, switches and other voids with expanding foam sealant that complies with Sec. 2603, 2006IBC. Finish interior face of wall with 5/8” type “x” gypsum board to above ceiling height at time of tenantfinish. Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finish gypsumboard below ceiling height with Level 5 finish.

D Interior wall from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. to underside of floor or roof deck abovewith slip joint at top of wall. Finish common area side of wall with 5/8” type “x” gypsum board to undersideof floor or roof deck above. Insulate wall with 3-1/2” sound attenuation batt insulation. Fill holes atduplexes, switches and other voids with expanding foam sealant that complies with Sec. 2603, 2006 IBC.Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finish gypsum boardbelow ceiling height with Level 5 finish. Finish tenant side of wall with 5/8” type “x” gypsum board tounderside of floor or roof deck at time of tenant finish.

E Interior wall from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. to underside of floor or roof deck abovewith slip joint at top of wall. Finish both faces of wall with 5/8” type “x” gypsum board to underside of flooror roof deck above. Insulate wall with 3-1/2” sound attenuation batt insulation. Fill holes at duplexes,switches and other voids with expanding foam sealant that complies with Sec. 2603, 2006 IBC. Providefireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finish gypsum board on Corridorside of wall below ceiling height with Level 5 finish. Finish gypsum board on Electrical Eqpt. Room side ofwall with Level 2 finish.

F Interior wall of 1-hour fire resistive construction from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. tounderside of beam, floor or roof deck above with slip joint at top of wall. Finish both faces of wall with 5/8”type “x” gypsum board to underside of beam, floor or roof deck above. Insulate wall with 3-1/2” soundattenuation batt insulation. Through wall penetrations and recessed fixtures shall be installed to maintainthe fire resistive rating of the wall per Section 712, 2006 IBC. Where permitted fill holes at duplexes,switches and other voids with expanding foam sealant that complies with Sec. 2603, 2006 IBC. Providefireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finish gypsum board below ceilingheight with Level 5 finish. Finish gypsum board on Electrical Eqpt. Room side of wall with Level 2 finish.

G Interior wall of 1-hour fire resistive construction from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. tounderside of beam, diagonal brace or roof deck above with slip joint at top of wall. Finish face of wall with5/8” type “x” gypsum board to underside of floor or roof deck above. Insulate tenant side of wall with 3-1/2”sound attenuation batt insulation. Through wall penetrations and recessed fixtures shall be installed tomaintain the fire resistive rating of the wall per Section 712, 2006 IBC. Where permitted fill holes atduplexes, switches and other voids with expanding foam sealant that complies with Sec. 2603, 2006 IBC.Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finish gypsum board onStair side of wall below ceiling height with Level 5 finish. Finish gypsum board on Tenant side of wallbelow ceiling height with Level 5 finish. Finish gypsum board on Mech. Shaft side of wall with Level 1finish.

H Interior wall from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. to underside of beam or diagonal braceabove with slip joint at top of wall. Finish face of wall with 5/8” type “x” gypsum board to underside of flooror roof deck above. Fill holes at duplexes, switches and other voids with expanding foam sealant thatcomplies with Sec. 2603, 2006 IBC. Provide fireblocking and draftstopping where required per Sec. 717,2006 IBC. Finish gypsum board below ceiling height with Level 5 finish.

J Interior wall from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. to underside of beam or diagonal braceabove with slip joint at top of wall. Finish face of wall with 5/8” type “x” moisture resistant gypsum board tounderside of floor or roof deck above. Insulate Toilet Room side of wall with 3-1/2” sound attenuation battinsulation. Fill holes at duplexes, switches and other voids with expanding foam sealant that complies withSec. 2603, 2006 IBC. Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC.Finish gypsum board above tile wainscot and below ceiling height with Level 5 finish. Finish gypsum boardbehind tile wainscot with Level 2 finish. Refer to Toilet Room Elevations on sheet A5.

K Interior wall from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. to underside of beam, floor or roof deckabove with slip joint at top of wall. Finish face of Toilet Room and Janitor Closet side of walls with 5/8” type“x” moisture resistant gypsum board to underside of beam, floor or roof deck above. Finish face of corridorside of walls with 5/8” type “x” gypsum board to underside of beam, floor or roof deck above. Insulate toiletroom side of wall with 3-1/2” sound attenuation batt insulation. Fill holes at duplexes, switches and othervoids with expanding foam sealant that complies with Sec. 2603, 2006 IBC. Provide fireblocking anddraftstopping where required per Sec. 717, 2006 IBC. Finish gypsum board above tile wainscot and belowceiling height in Toilet Rooms with Level 5 finish. Finish gypsum board behind tile wainscot in Toilet Roomsand behind fiberglass reinforced plastic panels (FRP) in Janitor Closet with Level 2 finish. Refer to ToiletRoom Elevations on sheet A5.

L Interior wall of 1-hour fire resistive construction from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. tounderside of beam, floor or roof deck above with slip joint at top of wall. Finish face of Janitor Closet sideof wall with 5/8” type “x” moisture resistant gypsum board to underside of beam, floor or roof deck above.Finish face of Stair side of wall with 5/8” type “x” gypsum board to underside of beam, floor or roof deckabove. Insulate wall with 3-1/2” sound attenuation batt insulation. Through wall penetrations and recessedfixtures shall be installed to maintain the fire resistive rating of the wall per Section 712, 2006 IBC. Wherepermitted fill holes at duplexes, switches and other voids with expanding foam sealant that complies withSec. 2603, 2006 IBC. Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC.Finish gypsum board on Stair side of wall with Level 5 finish. Finish gypsum board on Janitor side of wallbehind fiberglass reinforced plastic panels with Level 2 finish.

M Interior wall from 6” x 25 ga. (18 mils) steel studs at 16” o.c. to underside of floor or roof deck above withslip joint at top of wall. Finish both faces of wall with 5/8” type “x” moisture resistant gypsum board tounderside of floor or roof deck above. Insulate wall with 2 layers 3-1/2” sound attenuation batt insulation.Fill holes at duplexes, switches and other voids with expanding foam sealant that complies with Sec. 2603,2006 IBC. Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finishgypsum board above tile wainscot and below ceiling height with Level 5 finish. Finish gypsum boardbehind tile wainscot with Level 2 finish. Refer to Toilet Room Elevations on sheet A5.

N Interior wall of 1-hour fire resistive construction from 4” x 25 ga. (18 mils) steel CH or CT studs at 24” o.c.to underside of beam above with slip joint at top of wall. Finish face of Elevator side of wall with 1” gypsumboard liner panels to underside of beam above. Finish face of Corridor, Communications and ElevatorEqpt. Room side of wall with 5/8” type “x” gypsum board to underside of beams above. Finish face of Stairside of wall with 5/8” type “x” gypsum board. Insulate wall with 3-1/2” sound attenuation batt insulation.Through wall penetrations and recessed fixtures shall be installed to maintain the fire resistive rating of thewall per Section 712, 2006 IBC. Where permitted fill holes at duplexes, switches and other voids withexpanding foam sealant that complies with Sec. 2603, 2006 IBC. Provide fireblocking and draftstoppingwhere required per Sec. 717, 2006 IBC. Finish gypsum board on Corridor and Stair side of wall with Level5 finish. Finish gypsum board on Communications and Elevator Eqpt. Room side of wall with Level 2finish.

P Interior wall of 1-hour fire resistive construction from 4” x 25 ga. (18 mils) steel CH or CT studs at 24” o.c.to underside of beam or roof deck above with slip joint at top of wall. Finish face of Mech. Shaft side ofwall with 1” gypsum board liner panels to underside of beam or roof deck above. Finish face of Tenantside of wall with 5/8” type “x” gypsum board to underside of beam or roof deck above. Insulate wall with3-1/2” sound attenuation batt insulation. Through wall penetrations and recessed fixtures shall be installedto maintain the fire resistive rating of the wall per Section 712, 2006 IBC. Where permitted fill holes atduplexes, switches and other voids with expanding foam sealant that complies with Sec. 2603, 2006 IBC.Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC. Finish gypsum board onTenant side of wall with Level 5 finish.

R Interior wall of 1-hour fire resistive construction from 3-5/8” x 25 ga. (18 mils) steel studs at 16” o.c. tounderside of beam, floor or roof deck above with slip joint at top of wall. Finish face of Stair side ofwall with 5/8” type “x” gypsum board to underside of roof deck above. Finish face of Tenant side ofwall with 2 layers 5/8” type “x” gypsum board to underside of floor or roof beam above. Insulate wallwith 3-1/2” sound attenuation batt insulation. Through wall penetrations and recessed fixtures shall beinstalled to maintain the fire resistive rating of the wall per Section 712, 2006 IBC. Where permitted fillholes at duplexes, switches and other voids with expanding foam sealant that complies with Sec.2603, 2006 IBC. Provide fireblocking and draftstopping where required per Sec. 717, 2006 IBC.Finish gypsum board below ceiling height with Level 5 finish.

1020 J

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Prelim

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1

2

3

4

5

6

7

8

9

A B C D E F G H J K

1A6

1A9

2A9

3A10

4A10

3'-3"8"

12'-8"8"

3'-0"8"

16'-10"9"

3'-3"8"

16'-10"8"

3'-0"8"

12'-8"8"

3'-0"8"

16'-10"8"

3'-3"9"

16'-10"8"

3'-0"8"

12'-8"8"

3'-3"

38'-6" 62'-10" 38'-6"

139'-10"

3'-

3"

8"

12

'-8

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

2'-

8"

8"

3'-

3"

4'-

4"

79

'-1

0"

4'-

4"

88

'-6

"

35

/8

"4

'-4

"1

8'-

53

/8

"1

1'-

83

/8

"9

'-5

5/

8"

9'-

55

/8

"1

1'-

83

/8

"1

8'-

53

/8

"4

'-4

"3

5/

8"

11,736 sq ft Scale: 1/8" = 1'-0"Gross Floor Area -

Second Floor Plan

North

TenantSpace

200

TenantSpace

220

DN

UP

UP

DN

UP

UP

2A11

2A11

3'-3"8"

12'-8"8"

3'-0"8"

16'-10"9"

3'-3"8"

16'-10"8"

3'-0"8"

12'-8"8"

3'-0"8"

16'-10" 8"3'-3" 9"

16'-10"8"

3'-0"8"

12'-8"8"

3'-3"

38'-6" 62'-10" 38'-6"

139'-10"

3'-

3"

8"

12

'-8

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

2'-

8"

8"

3'-

3"

65/8" 32'-33/16" 63'-15/16" 43'-41/4" 65/8"

65/8"37'-113/8"

65/8"61'-83/4"

65/8"37'-113/8"

65/8"

65/8"37'-113/8"

65/8"61'-83/4"

65/8"37'-113/8"

65/8"

4'-

4"

79

'-1

0"

4'-

4"

88

'-6

"

1A11

1A11

21

1

1

2

2

1

1

2

2

22 1

2 1

2 1

2 21

21

A

C

A C

C

C

A

G

G

K

M

K

L

K

K

J

J

D D

D D

P

R

R

F

F

E

E

F

EP

P

P

P

P

K

K

N

65

/8

"3

'-9

3/

8" 6

5/

8"

24

'-7

3/

8"

29

'-6

"2

4'-

73

/8

"

65

/8

"3'-

93

/8

"

65

/8

"

35/8" 35'-6" 3'-6" 18'-75/8" 3'-73/4" 9'-2" 7'-6" 14'-83/8" 7'-7" 39'-0" 35/8"

















1020 J

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21

1

2

2

11

1

2

2

22 1

2 1

2 1

2 21

21

N

N

1

2

3

4

5

6

7

8

9

A B C D E F G H J K

2A6

1A9

2A9

3A10

4A10

65/8" 37'-113/8" 65/8" 61'-83/4" 65/8" 37'-113/8" 65/8"

65

/8

"

3'-

93

/8

"

65

/8

"2

4'-

73

/8

"2

9'-

6"

24

'-7

3/

8"

65

/8

"

3'-

93

/8

"

65

/8

"

65/8" 32'-33/16" 63'-15/16" 43'-41/4" 65/8"

3'-3"8"

12'-8"8"

3'-0"8"

16'-10"9"

3'-3"8"

16'-10"8"

3'-0"8"

12'-8"8"

3'-0"8"

16'-10"8"

3'-3"9"

16'-10"8"

3'-0"8"

12'-8"8"

3'-3"

38'-6" 62'-10" 38'-6"

139'-10"

3'-

3"

8"

12

'-8

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

2'-

8"

8"

3'-

3"

4'-

4"

79

'-1

0"

4'-

4"

88

'-6

"

3'-

3"

8"

12

'-8

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

6'-

10

"8

"3

'-0

"8

"1

2'-

8"

8"

3'-

3"

4'-

4"

79

'-1

0"

4'-

4"

88

'-6

"

3'-3" 8" 12'-8" 8" 3'-0" 8" 16'-10" 9" 3'-3" 8" 16'-10" 8" 3'-0" 8" 12'-8" 8" 3'-0" 8" 16'-10" 8" 3'-3" 9" 16'-10" 8" 3'-0" 8" 12'-8" 8" 3'-3"

38'-6" 62'-10" 38'-6"

139'-10"

65/8" 37'-113/8" 65/8" 61'-83/4" 65/8" 37'-113/8" 65/8"

35/8" 35'-6" 3'-6" 18'-75/8" 3'-73/4" 9'-2" 7'-6" 14'-83/8" 7'-7" 39'-0" 35/8"

35

/8

"4

'-4

"1

8'-

53

/8

"1

1'-

83

/8

"9

'-5

5/

8"

9'-

55

/8

"1

1'-

83

/8

"1

8'-

53

/8

"4

'-4

"3

5/

8"

2A11

2A11

11,736 sq ft

TenantSpace

300

TenantSpace

320

DN

UP

DN

DN

UP

1A11

1A11

A

C

A C

C

C

A

G

G

K

M

K

LK

KK

K

J

J

D D

D D

P

R

R

F

F

E

E

F

EP

P

P

P

P

Scale: 1/8" = 1'-0"Gross Floor Area -

Third Floor Plan

North

















1020 J

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Prelim

inary

1

2

3

4

5

6

7

8

9

A B C D E F G H J K

1A9

2A9

3A10

4A10

2A11

2A11

1'-75/16" 34'-67/8" 69'-4" 34'-613/16" 1'-75/16"

65

/8

"2

'-1

03

/1

6"

1'-

75

/1

6"

16

'-6

9/

16

"

65

/8

"4

4'-

31

/4

"

65

/8

"1

6'-

69

/1

6"

1'-

75

/1

6"

2'-

10

1/

4"

65

/8

"

35

/8

"4

'-4

"1

8'-

53

/8

"1

1'-

83

/8

"9

'-5

5/

8"

9'-

55

/8

"1

1'-

83

/8

"1

8'-

53

/8

"4

'-4

"3

5/

8"

1'-213/16" 35'-6" 3'-6" 18'-75/8" 3'-73/4" 9'-2" 7'-6" 14'-83/8" 7'-7" 39'-0" 1'-213/16"

1'-75/16"37'-97/8"

65/8"61'-83/4"

65/8"37'-913/16"

1'-75/16"

141'-85/16"

65

/8

"2

'-1

03

/1

6"

1'-

75

/1

6"

16

'-6

9/

16

"

65

/8

"4

4'-

31

/4

"

65

/8

"1

6'-

69

/1

6"

1'-

75

/1

6"

2'-

10

1/

4"

65

/8

"

3'-

41

3/

16

"8

1'-

85

/1

6"

3'-

47

/8

"

88

'-6

"

3'-

41

3/

16

"8

1'-

85

/1

6"

3'-

47

/8

"

88

'-6

"

1'-75/16"37'-97/8"

65/8"61'-83/4"

65/8"37'-913/16"

1'-75/16"

141'-85/16"

3'-105/8"

3'-105/8"

3'-

10

5/

8"

3'-

10

5/

8"

3'-105/8"

3'-105/8"

3'-

10

5/

8"

3'-

10

5/

8"

RoofHatch

Cricket Slopeat 1/4" Per Ft.




Building Line Below

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

Roof Plan1

/4

" P

er F

t.

1/

4" P

er F

t.

1/

4" P

er F

t.

1/

4" P

er F

t.

1/2

" Pe

r F

t.

1/2

" Pe

r Ft.

1/2

" Pe

r Ft.

1/2

" Pe

r F

t.

1/2

" Pe

r Ft.

1/2

" Pe

r F

t.

1/2

" Pe

r F

t.

1/2

" Pe

r Ft.

Rid

ge

Rid

ge

RidgeRidge

1A11

1A11

EF-1See Mech.

RTU-1See Mech.

RH-1See Mech.

Roof Drain

Relief Drain

Roof Drain

Relief Drain

Roof Drain

Relief Drain

Roof Drain

Relief Drain

1

5"

1'-

4"

11

/2

"

31

/2

"

2 3

/8

" A

t H

igh P

t.

8" M

in.

5"

Nystrom Building ProductsRHGS Roof Hatch - 48"x144"

Min. R-30 Flat and TaperedPolyiso. Foam Insul. Board

1.5 B22 MetalRoof Deck

Spray-AppliedFireproofing

60 Mil TPO Membrane

w12x14 Steel Beam

5/8" Type "X" Gyp. Bd.

(2) P.T. 2x4

P.T. 2x4 -Rip to 3" Wide

Not To Scale

Roof Hatch Section

1020 J

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Prelim

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10

0A

10

0A

18

0A

18

0A

14

0B

14

0B

15

0B

15

0B

4

5

6

B C D E F G H J

10

7A

10

7A

10

6A

10

6A

10

5A

10

5A

10

8A

10

8A

11

0A

11

0A

11

2A

11

2A U

P 1

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. @ 7

" 1

1 T

. @ 1

1"

UP

12

R. @

7"

11

T. @

11

"

UP

12

R. @

7"

11

T. @

11

"

UP

12

R. @

7"

11

T. @

11

"

9'-

55

/8

"9

'-5

5/

8"

3'-6" 18'-75/8" 3'-73/4" 9'-2" 7'-6" 14'-83/8" 7'-7"

35/8"6'-11/4"

4"6'-11/4"

4"

35

/8

"4

'-5

1/

2"

4"

8'-

61

/8

"

4"

4'-

51

/2

" 35

/8

"

35

/8

"4

'-6

11

/1

6"

10

1/

8"

8'-

99

/1

6"

6"

8'-

99

/1

6"

10

1/

8"

4'-

61

1/

16

"

35

/8

"

101/8"8'-41/16"

35/8"4'-11/4"

35/8"2'-83/8"

35/8"5'-11/4"

35/8"4'-111/4"

35/8"8'-11/8"

35/8"5'-71/4"

35/8"3'-23/8"

35/8"3'-2"

35/8"8'-4"

101/8"

35

/8

"5

'-1

3/

16

" 35

/8

"3

'-8

3/

8"

35

/8

"9

'-4

"3

5/

8"

4'-

51

/2

"

35

/8

"5

'-1

3/

16

" 35

/8

"

101/8"8'-41/16"

35/8"5'-71/4"

35/8"

1'-23/8"

35/8"5'-11/4"

35/8"13'-4"

35/8"5'-71/4"

35/8"3'-23/8"

35/8"11'-95/8"

101/8"

35

/8

"4

'-4

15

/1

6"

81

/4

"3

5/

8"

18

'-1

1/

8"

35

/8

"8

1/

4"

4'-

41

5/

16

"

35

/8

"

35

/8

"4

'-4

15

/1

6"

81

/4

"3

5/

8"

18

'-1

1/

8"

35

/8

"8

1/

4"

4'-

41

5/

16

"

35

/8

"

57'-1113/16"

29

'-6

"

29

'-6

"

57'-1113/16"

3'-

11

"

2'-23/4"

4'-

35

/8

"5

'-7

"

2'-23/4"

2'-

1"

1'-

11

"

35

/8

"3

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1"

1'-

11

"2

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2A12

5A5

5A5

A

B

C

D3

A5

A

B

C

D4

A5

Scale: 1/4" = 1'-0"

First Floor Core Plan

North

Opp

Hand

Stair105

Janitor107

Elec.106

Corridor104

Corridor102

Co

rrid

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10

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Co

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10

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Women's108

Men's109

Elevator111

Comm.110

Stair112

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35/8"7'-11/4"

35/8"

1'-

11

"2

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"

35

/8

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1/

8"

1'-

11

"1

0'-

1"

1'-

0"

3'-

0"

35

/8

"

4'-1/4"

31/2"4'-1/4"

4'-0"41/16"

4'-0"

2'-

2"

3'-

10

15

/1

6"

1"

5'-

11

/4

"5

'-1

1/

4"

1"

3'-

10

15

/1

6"5'-1"

1"1'-6" 1'-6"

1"101/4" 4'-23/4"

5'-1"1"

2'-111/16"105/16"

1"

2'-13/4"

2'-111/4"

1" 3'-0" 1" 5'-1"

1"3'-0"

1"5'-1"

4'-

0"

9" M

in.

27

" M

in.

TowelDispenser

Elevation "D"

Exposed pipes underLavatories and sinksshall be insulated orconfigured to preventcontact

Sink shall be 6 1/2"deep max.

The toilet room floorshall be tile with a 6"high tile sanitary covebase

Toilet room walls shallbe finished withceramic tile to 48" min.above finish floor over5/8" M.R. gyp. bd.

12

" M

in.

24" Min. 12" Min.36" Min.

Elevation "C"

27

" M

in.

17

" - 1

9"

Exposed pipes underLavatories and sinksshall be insulated orconfigured to preventcontact



Indicates Backing inWall

Mirror - 40" Max A.F.F.to bottom edge ofglass

33

" - 3

6"

48

" M

in.

12

" M

in.

5/8" M.R. gyp. bd. (pnt.)

Elevation "B"

Toe Clearance


Toilet room walls shallbe finished with tile to48" min. above finishfloor over 5/8" M.R.gyp. bd.

3


Elevation "A"

Scale: 3/8" = 1'-0"

Women's Toilet Room Elevations


12

" M

in.


Elevation "B"




Elevation "C"


8" Min

11" Min

Towel Dispenser

Elevation "D"

Exposed pipes underlavatories and sinksshall be insulated orconfigured to preventcontact




SCALE: 3/8'' = 1' - 0''5

Toilet Stall Elevation

39"-41"

42" Min.

17

"-1

9"

15

" M

in.

7"-9"

12

" M

in.

33

" - 3

6"

39

" - 4

1"

18

" M

in.

4

17

"-1

9"

17

" M

ax

12" Min. 24" Min.

36" Min.

Elevation "A"

Scale: 3/8" = 1'-0"

Men's Toilet Room Elevations

Exposed pipes underlavatories and sinksshall be insulated orconfigured to preventcontact



Toilet room walls shallbe finished with tile to48" min. above finishfloor over 5/8" M.R.gyp. Bd.

Indicates Backingin Wall

Mirror - 40" Max A.F.F.to bottom edge ofglass

Toilet Room AccessoriesSoap Dispensers 4 required per floor (2 each in Men's and Women's)

AS 0332 Lavatory Mounted Soap Dispenser

Towel Dispensers 2 required per floor (1 each in Men's and Women's)

AS 0469 Paper Towel Dispenser and Waste Receptacle

Napkin Vendor 1 required per floor (1 each in Women's)

AS 0464-50 Recessed Dual Sanitary Napkin/Tampon Vendor

Napkin Disposals 1 required per floor (1 each in Women's)

AS 0472-1 Partition Mounted Dual Access Sanitary Napkin Disposal

Toilet Paper Holders 3 required per floor (1 each in Men's and 2 each in Women's)

AS 0030 Surface Mounted Daul Roll Toilet Paper Dispenser

Grab Bars 2 required per floor (1 each in Men's and Women's)

AS 3201-36 Grab Bar with Concealed Mounting Flange

2 required per floor (1 each in Men's and Women's)


2 required per floor (1 each in Men's and Women's)


Changing Stations 2 required per floor (1 each in Men's and Women's)

AS 9012 Horizontal Baby-Changing Station

Mirrors 2 required per floor (1 each in Men's and Women's)

AS 0600-A 60"W. x 48"H. Angle Frame Mirror

Toilet Partitions

Notes:1.

2.

3.

All accessory model numbers are American Specialties, Inc. except the toilet partitions.

Submit 3 copies of submittals and shop drawings, including details and color samples toArchitect for approval.

Provide necessary backing where required for all accessories and use stainless steelvandal-resistant fasteners at all accessories with exposed fasteners.

1 compartment and 1 urinal screen with 56" high pilaster required perfloor in Men's, and 2 compartments required per floor in Women's MillsBaked Enamel Series 400 - Sentinel Floor-Mounted Overhead BracedRestroom Partitions, color to be selected by Architect fromstandard colors

Toilet Room Notes

1. Faucets for accessible lavatoriesshall comply with section 309,ICC/ANSI A117.1. Hand operated,self-closing faucets shall remainopen for 10 seconds minimum. Theshape of the faucet handles forthe accessible lavatories shall beoperable with one hand and notrequire tight grasping, pinching ortwisting of the wrist, and the forcerequired to activate the handlesshall not be more than 5 pounds.

2. Exposed pipes under lavatoriesand sinks shall be insulated orconfigured to prevent contact.

3. Flush controls for all toilets andurinals will be at 48" max. abovefinished floor.

4. Toilet room walls shall be finishedwith tile to 48" min. above finishedfloor over 5/8" moistureresistant gypsum board.

5. The toilet room floor shall be tilewith a 6" high tile sanitary covebase.

6. Indicates backing for toiletaccessories.

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21

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21

2A

21

2A

20

0B

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20

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R. @

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R. @

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T. @

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T. @

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UP

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R. @

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T. @

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1A12

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2A12

5A5

5A5

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A5

A

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3'-6" 18'-75/8" 3'-73/4" 9'-2" 7'-6" 14'-83/8" 7'-7"

9'-

55

/8

"9

'-5

5/

8"

35/8"

6'-11/4"

4"

6'-11/4"

4"

35

/8

"

4'-

51

/2

"

4"

8'-

61

/8

"

4"

4'-

51

/2

"

35

/8

"

35

/8

"

4'-

61

1/

16

"

10

1/

8"

8'-

99

/1

6"

6"

8'-

99

/1

6"

10

1/

8"

4'-

61

1/

16

"

35

/8

"

4"2'-23/4"

61/2" 35/8"

8'-41/16"

35/8"

5'-71/4"

35/8"

1'-23/8"

35/8"

5'-11/4"

35/8"

13'-4"35/8"

8'-2"

35/8"

4'-11/4"

35/8"

8'-4"

101/8"

2'-23/4"

4"

35

/8

"

5'-

13

/1

6" 3

5/

8"

3'-

83

/8

"

35

/8

"

10

'-1

1/

8"

35

/8

"

3'-

83

/8

"

35

/8

"

5'-

13

/1

6" 3

5/

8"

4"

2'-23/4"

101/8"

8'-41/16"

35/8"

5'-71/4"

35/8"

1'-23/8"

35/8"

5'-11/4"

35/8"

13'-4"

35/8"

8'-2"

35/8"

4'-11/4"

35/8"

8'-4"

35/8" 61/2"

2'-23/4"

4"

35

/8

"

4'-

41

5/

16

"

81

/4

"3

5/

8"

3'-

8" 4

"

5'-

7"

4"

8'-

21

/8

"

35

/8

"8

1/

4"

4'-

41

5/

16

"

35

/8

"

35

/8

"

4'-

41

5/

16

"

81

/4

"3

5/

8"

13

'-1

01

/8

"

4"

3'-

11

" 4"

77

/8

"

4'-

41

5/

16

"

35

/8

"

63'-15/16"

29

'-6

"

29

'-6

"

63'-15/16"

3'-

1/

8"

1'-

0"

1'-

11

"2

'-1

"

35

/8

"5

'-1

3/

16

" 35

/8

"2

'-1

1/

8" 1

'-1

1"

10

'-1

"1

'-0

"3

'-0

"3

5/

8"

81

/4

"

35

/8

"3

'-0

"1

'-0

"1

0'-

1"

1'-

11

"2'-

11

/8

"3

5/

8"

2'-

1"

1'-

11

"1

0'-

1"

1'-

0"

3'-

1/

8"

Scale: 1/4" = 1'-0"

Second Floor Core Plan

North

Opp

Hand

RefugeArea

Stair205

Janitor207

Elec.206

Corridor204

Corridor202

Co

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20

3

Co

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20

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Women's208

Men's209

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Elevator211

Comm.210

Stair212

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G

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P

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P

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4'-1/4"

31/2"4'-1/4"

4'-0"41/16"

4'-0"

2'-

2"

3'-

10

15

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1"

5'-

11

/4

"5

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1/

4"

1"

3'-

10

15

/1

6"5'-1"

1"1'-6" 1'-6"

1"101/4" 4'-23/4"

5'-1"1"

2'-111/16"105/16"

1"

2'-13/4"

2'-111/4"

1" 3'-0" 1" 5'-1"

1"3'-0"

1"5'-1"

DO

WN

12

R. @

7"

11

T. @

11

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DO

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R. @

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T. @

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12

R. @

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T. @

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2

4

5

6

B C D E F G H J

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30

7A

30

6A

30

6A

30

5A

30

5A

31

0A

31

0A

31

2A

31

2A

30

0B

30

0B

30

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30

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UP

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11 T

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1A12

1A12

2A12

5A5

5A5

A

B

C

D3

A5

A

B

C

D4

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3'-6" 18'-75/8" 3'-73/4" 9'-2" 7'-6" 14'-83/8" 7'-7"

9'-

55

/8

"9

'-5

5/

8"

35/8"6'-11/4"

4"6'-11/4"

4"

35

/8

"

4'-

51

/2

"

4"

8'-

61

/8

"

4"

4'-

51

/2

" 35

/8

"

35

/8

"

4'-

61

1/

16

"

10

1/

8"

8'-

99

/1

6"

6"

8'-

99

/1

6"

10

1/

8"

4'-

61

1/

16

"

35

/8

"

4"2'-23/4"

61/2" 35/8"

8'-41/16"

35/8"

5'-71/4"

35/8"

1'-23/8"

35/8"

5'-11/4"

35/8"

13'-4"35/8"

8'-2"35/8"

4'-11/4"

35/8"

8'-4"101/8"

2'-23/4"

4"

35

/8

"

5'-

13

/1

6" 3

5/

8"

3'-

83

/8

"

35

/8

"

10

'-1

1/

8"

35

/8

"

3'-

83

/8

"

35

/8

"

5'-

13

/1

6" 3

5/

8"

4"

2'-23/4"

101/8"

8'-41/16"

35/8"

5'-71/4"

35/8"

1'-23/8"

35/8"

5'-11/4"

35/8"

13'-4"

35/8"

8'-2"

35/8"

4'-11/4"

35/8"

8'-4"

35/8" 61/2"

2'-23/4"

4"

35

/8

"

4'-

41

5/

16

"

77

/8

"4

"

9'-

7"

4"

8'-

21

/8

"

35

/8

"8

1/

4"

4'-

41

5/

16

"

35

/8

"

35

/8

"

4'-

41

5/

16

"

81

/4

"3

5/

8"

10

'-6

1/

8"

4"

7'-

3"

4"

77

/8

"

4'-

41

5/

16

"

35

/8

"

63'-15/16"

29

'-6

"

29

'-6

"

63'-15/16"

3'-

1/

8"

1'-

0"

1'-

11

"2

'-1

"

35

/8

"5

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3/

16

" 35

/8

"2

'-1

1/

8" 1

'-1

1"

10

'-1

"1

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"3

'-0

"3

5/

8"

81

/4

"

81

/4

"

35

/8

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'-0

"1

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"

2'-

1"

1'-

11

"1

0'-

1"

1'-

0"

3'-

1/

8"

35

/8

"

Scale: 1/4" = 1'-0"

Third Floor Core Plan

North

Opp

Hand

RefugeArea

Stair305

Janitor307

Elec.306

Corridor304

Corridor302

Co

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30

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Co

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Women's308

Men's309

RefugeArea

Elevator311

Elev.Eqpt.310

Stair312

UP

13

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30

9A

30

9A

30

8A

30

8A

51/8"

3'-3"1'-37/8"

3'-4"

4'-0"41/16"

4'-0"

2'-

2"

3'-

10

15

/1

6"

1"

5'-

11

/4

"5

'-1

1/

4"

1"

3'-

10

15

/1

6"5'-1"

1"1'-6" 1'-6"

1"101/4" 4'-23/4"

5'-1"1"

2'-111/16"105/16"

1"

2'-13/4"

2'-111/4"

1" 3'-0" 1" 5'-1"

1"3'-0"

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Prelim

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67

/1

6"

Eq

1'-

91

1/

16

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'-1

"1

'-0

15

/1

6"

1'-

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1/

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61/2" Eq

61/2" Eq

Eq

Eq

61/8" 61/2"61/2" 1'-111/2"

61/2" 1'-65/8" 61/8" 61/2"

61

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q

Eq

Eq Eq

Eq

Eq Eq

1'-

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3/

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1'-

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3/

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Eq

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Eq 61/2"

Eq 61/2"

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61

/2

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ExposedStructure- Paint

For Continuation SeeFoyer & Lobby ReflectedCeiling Plan Below

For Continuation See FirstFloor Corridor ReflectedCeiling Plan Below

Scale: 1/4" = 1'-0"

First Floor CoreReflected Ceiling Plan

North

ExposedStructure

-Paint

Paint Undersideof Stairs and

LandingsExposed

Structure-Paint

Indirect Light Cove

Indirect Light Cove


Landings

Stair105

Janitor107

Elec.106

Corridor104

Corridor102

Co

rrid

or

10

3

Co

rrid

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10

1

Women's108

Men's109

Elevator111

Comm.110

Stair112

2

67

/1

6"

Eq

61

/2

"E

q

1'-

10

3/

4"

1'-

10

3/

4"

1'-

91

1/

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'-1

"1

'-1

"1

'-9

11

/1

6"

61/2" Eq

61/2" Eq

73/8" 61/2"61/2" 1'-111/2"

1'-67/8" 61/2"61/2" 69/16"

Eq Eq

Eq

Eq

Eq

Eq

Eq Eq

Eq 61/2"

Eq 61/2"

Eq

61

/2

"

Eq

67

/1

6"

61

/2

"E

qE

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7/

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"

ExposedStructure - Paint

Scale: 1/4" = 1'-0"

Second Floor CoreReflected Ceiling Plan

North

ExposedStructure

-Paint

ExposedStructure

-Paint

Indirect Light Cove

Indirect Light Cove

RefugeArea

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Janitor207

Elec.206

Corridor204

Corridor202

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Men's209

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Landings


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67

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Eq

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61/2" Eq

61/2" Eq

1'-

1"

1'-

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61/2" 73/16" 1'-67/8" 61/2"

Eq

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/2

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Eq 61/2"

73/8" 61/2"61/2" 1'-111/2"

Eq 61/2"

1'-

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Eq

67

/1

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Eq Eq

Eq

Eq

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Eq

Eq Eq

1'-

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3/

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1'-

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3/

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61

/2

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qE

q6

7/

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"

ExposedStructurew/SFP -Paint

Scale: 1/4" = 1'-0"

Third Floor CoreReflected Ceiling Plan

North

ExposedStructure

w/SFP-Paint

ExposedStructure

w/SFP-Paint

ExposedStructure

w/SFP-Paint

ExposedStructurew/SFP -No Paint

Exp.Struc.w/SFP

Indirect Light Cove

Indirect Light Cove

ExposedStructure

w/SFP-Paint

Exp.Struc.w/SFP

RefugeArea

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Janitor307

Elec.306

Corridor304

Corridor302

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Women's308

Men's309

RefugeArea

Elevator311

Elev.Eqpt.310

Stair312

Me

ch.

Sha

ft

Me

ch.

Sha

ft

41

'-0

"E

q6

'-0

"6

'-0

"E

q 1'-

0"

8"E

qE

q1

'-4

"

1'-0" Eq 6'-0" Eq 1'-0"

1'-0"1'-0"

IndirectLight Cove

Scale: 1/4" = 1'-0"

Foyer & LobbyReflected Ceiling Plan

Soffit

Soffit

FlatCoffer

CurvedCoffer

Hip

Hip

Hip Hip

PendantFixture

PendantFixture

Lobby113

Foyer114

5

10

1/

2"

1'-

11

"

61/2" Eq

1'-

10

3/

4"

Eq 61/2"

Scale: 1/4" = 1'-0"

First Floor CorridorReflected Ceiling Plan

Co

rrid

or

11

6

FireSprinkler

117

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Prelim

inary2

12'-8"

2"3'-0"

2"6'-0"

2"3'-0"

2"

2"

2'-

9"

2"

3'-

11

"2

"1

'-8

"2

"

9'-

0"

7'-

0"

2"

1'-

8"

2"

9'-

0"

3

2"

2'-

9"

2"

3'-

11

"2

"1

'-8

"2

"

9'-

0"

7'-

0"

2"

1'-

8"

2"

9'-

0"

2"2'-111/4"

2"2'-113/8"

2"2'-113/8"

2"3'-0"

2"

12'-8"

1

2"3'-0"

2"

3'-4"

7'-

0"

2"

7'-

2"

Scale: 1/4" = 1'-0"

Frame Types

B

3'-0" 3'-0"

6'-0"

10

"5

'-1

01

/2

"

31

/2

"

31/2" 31/2"31/2" 31/2"

7'-

0"

C

3'-0"

10

"5

'-1

01

/2

"

31

/2

"

31/2"31/2"

A

7'-

0"

3'-0"

Door TypesScale: 1/4" = 1'-0"

1

2"4'-0"

2"4'-0"

2"4'-0"

2"

2"

3'-

10

"2

"

1'-

8"

2"

1'-11"2"

1'-11"2"

6'-

0"

12'-8"

Window TypesScale: 1/4" = 1'-0"

2

2"4'-0"

2"4'-0"

2"4'-0"

2"4'-0"

2"

1'-11"2"

1'-11"

2"

3'-

10

"2

"1

'-8

"2

"

6'-

0"

16'-10"

Door ScheduleMark Size Door Frame Spec. Hdwe.

Width Height Thick. Type Mat'l. Fin. Type Mat'l. Fin.

First Floor

100A 3'-0" 7'-0" 1-3/4" A SCWD Stn. 1 HM Pnt. DF1 HW1








113A (2)3'-0" 7'-0" 1-3/4" B Alum. Prefin. 2 Alum. Prefin. DF2 HW5






140B 3'-0" 7'-0" 1-3/4" A SCWD Stn. 1 HM Pnt. DF1 HW1






Second Floor










Third Floor










Door and Frame Specifications (Spec.):

DF1

DF2

Finish Schedule

Rm. Name Floor Base Walls Ceiling Spec.

Mat'l. Fin. Mat'l. Fin. Hgt.

First Floor

100 Tenant Conc. none none none none none na G1,F1

101 Corridor Carpet Tile Gyp.Bd. Pnt. Gyp.Bd./SAT Pnt. 9'/10' F3,B1,W1,W3,C1,C3




105 Stair Conc. Rubber Gyp.Bd. Pnt. Exp.Struc. Pnt. na F2,B2,W2,C5

106 Electrical Conc. Rubber Gyp.Bd. Pnt. Exp.Struc. Pnt. na F2,B2,W2,C5

107 Janitor Conc. Rubber Gyp.Bd. Pnt. Exp.Struc. Pnt. na F2,B2,W2,W5,C5

108 Women's Tile Tile Gyp.Bd. Pnt. Gyp.Bd./SAT Pnt. 8'/9' F4,B3,W1,W4,C2,C4

109 Men's Tile Tile Gyp.Bd. Pnt. Gyp.Bd./SAT Pnt. 8'/9' F4,B3,W1,W4,C2,C4

110 Comm. Conc. Rubber Gyp.Bd. Pnt. Exp.Struc. Pnt. na F2,B2,W2,C5

111 Elevator na na Gyp.Bd. none na na na na


113 Lobby Tile Tile Gyp.Bd. Pnt. Gyp.Bd. Pnt. F5,B1,W1,W3,C2

114 Foyer Tile Tile Gyp.Bd. Pnt. Gyp.Bd. Pnt. F5,B1,W1,W3,C1


116 Sprinkler Conc. Rubber Gyp.Bd. Pnt. Exp.Struc. Pnt. na F2,B2,W2,C5








Second Floor











210 Comm. Conc. Rubber Gyp.Bd. Pnt. Exp.Struc. Pnt. na F2,B2,W2,C5

211 Elevator na na Gyp.Bd. none na na na na


Third Floor






305 Stair Conc. Rubber Gyp.Bd. Pnt. Exp.Struc./SFP Pnt. na F2,B2,W2,C6





310 Elev. Eqpt. Conc. Rubber Gyp.Bd. Pnt. Exp.Struc. Pnt. na F2,B2,W2,C5

311 Elevator na na Gyp.Bd. none Exp.Struc./SFP Pnt. na na

312 Stair Conc. Rubber Gyp.Bd. Pnt. Exp.Struc./SFP Pnt. na F2,B2,W2,C6

Finish Specifications (Spec.):

General

G1 Unfinished tenant space

Floors

F1 Unfinished concrete slab

F2 Concrete slab sealed with 2-cts. PROSOCO SpecSeal WB-Flat. Prepare surface

and apply per manufacturer's recommendations.

F3 Carpet

F4 Tile

F5 Tile

Bases

B1 Tile

B2 Rubber cove base

B3 Tile

Walls

W1 Gypsum board

W2 Gypsum board

W3 Wainscot

W4 Wainscot

W5 FRP

CeilingsC1 Gypsum board soffit

C2 Gypsum board light cove

C3 SAT

C4 SAT

C5 Exposed structure

C6 Exposed structure with spray fireproofing

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Prelim

inary1

14

'-0

"1

4'-

0"

14

'-0

"2

'-4

"2

'-6

"

2'-

0"

8"

4"

6'-

8"

4"

3'-

4"

4"

1'-

4"

1'-

0" 1'-

0"

6'-

0"

1'-

0"

6'-

0"

1'-

0"

6'-

0"

1'-

0"

4'-

0"

1'-

4"

1'-

0"

2"

1'-

4"

1'-

0"

R-1

2'-

8"

Tan Storefront Window Framingw/ 1" Insul. Glazing

Stucco Finish

EPS Crown Mouldingw/ Stucco Finish

4" Brick VeneerEntry Pilasters& Arch

2" EPS Pilaster w/Stucco Finish

Med. Stile Alum. Doorw/ 1/4" Temp. Glazing

Alum. Storefront WindowFraming w/ 1" Insul. Glazing

MetalCoping

EPS Capitalw/ StuccoFinish

4" BrickVeneerPilaster

Parapet

Roof

3rd Floor

2nd Floor

1st Floor

Parapet

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

West Elevation

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

2

2'-

0"

8"

4"

6'-

0" 8

"4

"3

'-4

"4

"

2'-

71

/2

"

81

/2

"6

'-0

"1

'-0

"4

'-0

"2'-

0"

1'-

0"

6'-

0"

1'-

0"

4'-

0"

1'-

4"

1'-

0"

2"

1'-

4"

1'-

0"

14

'-0

"1

4'-

0"

14

'-0

"2

'-4

"2

'-6

"

R-1

2'-

8"

Stucco Finish

EPS Crown Mouldingw/ Stucco Finish

Med. Stile Alum. Doorw/ 1/4" Temp. Glazing

4" Brick VeneerEntry Pilasters &Arch



Metal Coping

MetalCoping




Parapet

Roof

3rd Floor

2nd Floor

1st Floor

Parapet

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

East Elevation

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

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Prelim

inary

4

2'-

0"

8"

4"

6'-

0" 8

"4

"3

'-4

"4

"1'-

4"

1'-

0"

1'-

0"

6'-

0"

1'-

0"

4'-

0"

2'-

0"

1'-

0"

6'-

0"

1'-

0"

4'-

0"1

'-4

"1

'-0

"

2"

1'-

4"

1'-

0"

14

'-0

"1

4'-

0"

14

'-0

"2

'-4

"2

'-6

"


Stucco FinishEPS Crown Mouldingw/ Stucco Finish



MetalCoping



Parapet

Roof

3rd Floor

2nd Floor

1st Floor

Parapet

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

North Elevation

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

3

2'-

0"

8"

4"6

'-0

" 8"

4"

3'-

4"

4"

1'-

4" 1'-

0"

1'-

0"

6'-

0"

1'-

0"

4'-

0"

2'-

0"

1'-

0"

6'-

0"

1'-

0"

4'-

0"1

'-4

"1

'-0

"

2"

1'-

4"

1'-

0"

14

'-0

"1

4'-

0"

14

'-0

"2

'-4

"2

'-6

"


Stucco FinishEPS Crown Mouldingw/ Stucco Finish



MetalCoping



Parapet

Roof

3rd Floor

2nd Floor

1st Floor

Parapet

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

South Elevation

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

C.J.

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Prelim

inaryA B C D E F G H J K

1

38'-1/16" 5'-715/16" 13'-115/8" 3'-73/4" 9'-2" 7'-6" 14'-83/8" 3'-5" 43'-2"

El = 100'-0"

El = 100'-0"

El - 128'-0"

El = Varies

146'-10"

5" Unreinf. Conc.Slab on Grade

4" Conc. Slab w/ 6x6-w2.1x2.1 WWF on metaldeck re: Strl. (Typ.)

6" x 16 ga. Steel Studs at 16"O.C.

Acrylic Elastomeric Finish Coatover Acrylic Primer over 3/8"thick factory mixed cementitiousone coat stucco w/ acrylicpolymer admixture over 2.5 lb/sq.yd. self-furring diamond meshmetal lath over Tyvek CommercialWrap

5/8" Exterior Grade Gyp. Bd.Sheathing

R-19 FSK-Faced (Flame Spread25) Fiberglass Insulation

5/8" Gyp. Bd.(Level 5 FinishBelow Ceiling)

Refer to Window Schedule andWindow Types

4" Conc. Slab w/ 6x6-w2.1x2.1 WWF onmetal deck re: Strl.


Foundation per Strl.

Steel Frame per Strl.

Rigid Foam Cornice Profile

60 mil Fully AdheredEPDM Roof Membranew/ 16 mil Acrylic Coating



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

Building Section

First Floor

Second Floor

Third Floor

Roof

Parapet

Min. R-30 Flat andTapered Polyiso. FoamInsul. Board

1 2 3 4 5 6 7 8 9

2

El = 100'-0"

El = 114'-0"

El = 128'-0"

El = Varies

El = 146'-10"

4'-4" 18'-53/8" 11'-83/8" 9'-55/8" 9'-55/8" 11'-83/8" 18'-53/8" 4'-4"







5/8" Gyp. Bd.(Level 5 FinishBelow Ceiling)










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

Building Section

First Floor

Second Floor

Third Floor

Roof

Parapet


1

5"

6 5

/8

"

11

5/

8"

2" 2"

8" 32" 8"

Acrylic Finish Coatover CementiousBase Coat

6" Steel Studs at 16" O.C.

R-19 Batt Insul.

3/4" Ext. GradePlywd.

Mudable U-Trim

Sealant

1/4" Shim Space

4" Brick Veneer w/Galv. CorrugatedWall Ties at 16"O.C. Horiz. & Vert.

Scale: 1 1/2"= 1'-0"

Pilaster DetailPlan View

1" Insulating Glass

5/8" Gyp. Bd.

Aluminum Framing -See Cut Sheets forFraming Section

Sealant overBacker Rod


1/2" Cement Backer Board

5/8" Ext. GradeGyp. Bd. Sheathing

15# Tyvek Stucco Wrap

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Prelim

inary

456

1

12

R @

7" = 7

'-0

"1

2R

@ 7

" = 7

'-0

"1

2R

@ 7

" = 7

'-0

"1

2R

@ 7

" = 7

'-0

"1

2R

@ 7

" = 7

'-0

"1

3R

@ 7

" = 7

'-7

"

El = 100'

El = 107'

El = 114'

El = 121'

El = 128'

El = 135'

El = 142'-7"

1" Nosing (Typ.)

3'-23/16" 1'-33/8" 11'-111/2" 3" 2'-33/16"

3'-

0"

3'-

0"

6'-

8" H

ea

dro

om

3'-

0" (T

yp

.)

3'-

0" (T

yp

.)

61/8" 3'-21/4" 3'-21/4" 3'-21/4" 61/8"

1'-11" 2'-11/8" 35/8"

1'-11" 2'-11/8" 35/8"

3'-

0" (T

yp

.)

3'-

0" (T

yp

.)

51/2"

11/2" 4" 11/2"

1'-53/8"

11/2" 1'-37/8" 11/2"

51/2"

1 1/4" Std. PipeHandrail (Typ.)

Stair Pan SupportL1-1/2"x1-1/2" x3/16"x9" Lg.(2 per tread) welded to stringers


MC12x10.6 atperimeter of landing

Deck SupportL3"x3"x1/4" weldedto MC12x10.6

12 ga. Stair Pans w/Conc. Filled Treads

MC12x10.6 Stringers atea. side of Stair (Typ.)

4" Conc. Slab w/6x6-w2.1x2.1

WWF on metaldeck re: Strl.

4" Conc. Slab w/6x6-w2.1x2.1WWF on metaldeck re: Strl.

4" Conc. Slab w/6x6-w2.1x2.1WWF on metal deckre: Strl. (Typ.)

4" Conc. Slab w/6x6-w2.1x2.1WWF on metaldeck re: Strl.

4" Conc. Slab w/6x6-w2.1x2.1WWF on metal deckre: Strl. (Typ.)

Scale: 1/2" = 1'-0"

Stair Section

First Floor

Intermediate Landing

Second Floor


Third Floor


Uppermost Tread

Handrail EndElevationTypical AllLandings

Handrail EndElevationThird FloorIntermediateLanding Only

11 T @ 11" = 10'-1"

1'-

79

/1

6"

35/8" 3'-0" 12'-0" 1'-0" 2'-11/8" 35/8"

G H J

2

6A13

5A13

4A13

3A13

7A13

1A13

1A13

2A13

1A13

5A13

4A13

3A13

6A13

6A13

Elevator Shaft Stair Core

HVAC Shaft

Elevator Shaft Stair Core HVAC Shaft

Elevator Shaft Stair CoreHVAC Shaft

Scale: 1/2" = 1'-0"

Core Wall Section

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Prelim

inary6

5/8" Deflection Gap

5/8" Type "X" Gyp.Bd.

2 1/2" Sound BattInsul. Btwn Studs

Cont. 3 5/8" x 25Ga. Track w/ 21/2" Lg. Legs or 35/8" x 25 Ga. SlipTrack

3 5/8" x 25 Ga.Steel Studs @ 16"O.C.


Cont. 3 5/8" x 25Ga. Track w/1 1/4"Lg. Legs

Spray AppliedFireproofing

HSS 8x8x3/8"Steel Tube (HSS7x7x3/8" & HSS6x6x3/8" Sim.)




1" x 20 ga. Z Clipsw/ 2" Horiz. Legs @16" O.C.



Scale: 3" = 1'-0"

Building Frame 2 & 4 Diag. Brace Detail

5

5/8" Deflection Gap



Control Joint

Cont. 3 5/8" x 25Ga. Track w/ 21/2" Lg. Legs or 35/8" x 25 Ga. SlipTrack



Cont. 3 5/8" x 25Ga. Track w/1 1/4"Lg. Legs


w 14 x 30 SteelBeam


Control Joint




Cont. 3" x 3" x 25ga Angle

Scale: 3" = 1'-0"

Building Frame 2 & 4 Floor Beam Detail7

5/8" Deflection Gap

L4 x 3 x 1/4 SteelAngle

Cont. 4" x 20 Ga.Track w/ 2 1/2"Lg. Legs or 4" x 20Ga. Slip Track

4" x 25 Ga. CH orCT Studs @ 24" O.C.


1" Gyp. Bd. LinerPanel

4" Conc. Slab w/6x6-W2.1xW2.1WWF on 1.5VLI, 19ga. CompositeSteel Deck.


w 8 x 10 SteelBeam

1 1/2" x 20 ga. ZClips w/ 2" Lg Horiz.Legs @ 16" O.C.


Fire Resistive JointSpray over MineralWool FormingMaterial to Extend1/2" Below Min.Wool

Cont. 4" x 24 Ga. J-Track





Scale: 3" = 1'-0"

Shaft Wall/Floor Beam Detail (1)

3

5/8" Deflection Gap

Remove SprayAppliedFireproofing AsNeeded forElevator Threshold

L4 x 3 x 1/4 SteelAngle





4" Conc. Slab w/6x6-W2.1xW2.1WWF on 1.5VLI, 19ga. CompositeSteel Deck.


w 12 x 14 SteelBeam




Scale: 3" = 1'-0"

Shaft Wall/Floor Beam Detail

4

5/8" Deflection Gap




Control Joint

Cont. 4" x 20 Ga.Track w/ 2 1/2" Lg.Legs or 4" x 20 Ga.Slip Track

4" x 25 Ga. CH or CTStuds @ 24" O.C.




Cont. 24 Ga. JTrack



w 12 x 14 SteelBeam




Cont. 2" x 2" x 25 gaAngle

Scale: 3" = 1'-0"

Shaft Wall/Floor Beam Detail

1

5/8" Deflection Gap

60 mil Fully AdheredEPDM RoofMembrane w/ 16mil Acrylic Coating





Min. R-30 Flat andTapered Polyiso.Foam Insul. Board





Mineral WoolForming Material inFlute Cavity

Scale: 3" = 1'-0"

Shaft Wall Detail @ Mechanical Shaft1-Hr. Fire Resistive Construction

2

5/

8"

60 mil Fully AdheredEPDM RoofMembrane w/ 16mil Acrylic Coating

Cont. 3 5/8" x 25Ga. Track w/2 1/2" Lg. Legs or3 5/8" x 25 Ga.Slip Track



Min. R-30 Flat andTapered Polyiso.Foam Insul. Board


w 14 x 30 SteelBeam




Paint Spray-AppliedFireProofing inStair Only


Control Joint



Mudable J-Mould

Fire Sealant


Control Joint



Scale: 3" = 1'-0"

Building Frame 2 & 4 Roof Beam Detail

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Prelim

inary

4

1A15

2A15

3A15

3'-

0"

6'-

0"

5'-

0"

3'-

0"

6'-

0"

5'-

0"

3'-

0"

6'-

0"

5'-

0"

1'-

4"

1'-

0"

El = 100'-0"

El = 114'-0"

El = 128'-0"

El = Varies

El = 144'-4"

14

'-0

"1

4'-

0"

Va

rie

sV

arie

s





5/8" Gyp. Bd.(Level 5 Finish Below Ceiling)






EPS Insul. Cornice Profile



Scale: 1/2" = 1'-0"

Wall Section

Window Head

T.O. Roof Deck

Window Sill

Window Head

Window Sill

Window Head

Window Sill

T.O. Parapet

3rd Floor

2nd Floor

1st Floor

Wall Type "A"


5

5A15

14

'-0

"1

4'-

0"

Va

rie

sV

arie

s

El = 100'-0"

El = 114'-0"

El = 128'-0"

El = Varies

El = 144'-4"

2'-

0"

8"

4"

6'-

0"

8"

4"

3'-

4"

4"

1'-

4"

1'-

0"

12

'-0

"1

4'-

0"

1'-

4"

1'-

0"

1A11


4" Mod. Brick Veneer Pilaster w/Galv. Stl. Adjust. Wipe Ties at 16"O.C. Horiz. & Vert. (Typ. at RunningBond)



5/8" Gyp. Bd.(Level 5 Finish Below Ceiling)








EPS Insul. Capital Adheredw/ Cement. Adhes.

Acrylic Elastomeric Finish Coatover Acrylic Primer overfiberglass reinforcing meshembedded in 1/16" - 1/32"thickpolymer modifiedcementicious base coat over 2"thick expanded polystyreneinsulation (EPS) adhered w/above base coat to 3/8" thickfactory mixed cementitious onecoat stucco w/ acrylic polymeradmixture over 2.5 lb/sq. yd. self-furring diamond mesh metal lathover Tyvek Commercial Wrap

Back Wrap all EPS Shapes w/Fiberglass Reinforcing Mesh -Do Not Lap Mesh over One CoatStucco

Brick Rolock Course,Express 1/2"

1" Air Space

Brick Rolock Course, Express 1"and Chamfer top Corner at 45˚Angle

Brick Rolock Course, Express 1"and Chamfer top Corner at 45˚Angle

Brick Soldier Course,Express 1/2"

Brick Soldier Course,Express 1/2"

Weep Holes at 16" Horiz. AboveThrough Wall Flashing (2 perPilaster)

Scale: 1/2" = 1'-0"

Wall SectionWall Types "B" & "C"

T.O. Roof Deck

T.O. Parapet

3rd Floor

2nd Floor

1st Floor


4A15

3

Cont. 3 5/8" Stl. Track,Gauge to be same as Stl.Studs. Fasten track w/Powder Driven Pins

Suspended Acoustical TileCeiling (SAT)

5/8" type "X" gyp. bd. at ea. side(Verify w/ Wall Type)

3 5/8" 25 ga. Steel Studs @ 16"O.C.for walls less than 15'-5" inheight, 4" x 25ga. stl. studs @16" O.C. or 3 5/8" x 22ga. stl.studs @ 16" O.C. for wallsgreater than 15'-5" in height andless than 16'-5" in height

Brace top of wall w/ 3 5/8" x25ga. stl. studs @ 4'-0" o.c.staggered

Fasten braces @ top of wall w/screws

Fasten top of brace to bottom ofconc. tees w/ powder driven pins

Scale: 1/2" = 1'-0"

Typical Wall Section

2

Cont. 3 5/8" Stl. Track,Gauge to be same as Stl.Studs. Fasten track w/Powder Driven Pins

Suspended Acoustical TileCeiling (SAT)



Scale: 1/2" = 1'-0"


1

Cont. 3 5/8" Stl. Track, Gauge tobe same as Stl. Studs. Fastentrack w/ Powder Driven Pins

2 x 4 Fire Blocking

Suspended Acoustical Tile Ceiling(SAT)


Slip Joint at Top of Wall from 35/8" Deep Leg Stl. Track samegauge as Stl. Studs. Fasten w/Powder Driven Pins. Refer toWall/Ceiling Connection Details1-7, Sheet A12 of shell buildingdrawings for FirestopAssemblies if req'd by Bldg. Dept.


Note:Where partition is required to be1hr. rated, refer to Table 720.1(2) item 13-1.1 2003 IBC.(0.018" (No. 25 carbon steelgage) channel-shaped studs 24"on center with one full layer of5/8" Type "X" gypsum wallboardapplied vertically attached with 1"long No. 6 drywall screws to eachstud. Screws at 8" on center atthe perimeter and 12" on centerat intermediate studs. Thewal lboard may be appliedhorizontally when attached to 35/8" studs and the horizontaljoints are staggered with thoseon the opposite side. Screws forthe horizontal application shall be8" on center at vertical edgesand 12" on center at intermediatestuds. Table 720.1(2)-item13-1.1)

Scale: 1/2" = 1'-0"


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Prelim

inary

3

6"x1 1/4"x18 Ga(43 mills) Steel Track

1/2" Plywd. Shim

P.T. 2x6

Alum. Subsill w/ WeepHoles

Alum. Sill Flashing w/ 1/2"Hemmed Drip to Match Finishof Framing.

Framing Shim

2" x 4 1/2" ThermallyBroken Alum.Storefront Framing


Sealant over Backer Rod

Galv. Casing Bead

1" Insul. Glazing

6"x16 Ga (54 Mils)Steel Studs at 16" O.C.

Scale: 1 1/2"= 1'-0"

Window Sill Detail5

1/

2"

1'-

31

/2

"9

1/

4"

23

/4

"

1/

2"

1/

2"

51/8" 6"

45/8"

1"


Keep 1" Air Space Clear

Tyvek Comm. Wrap

4" Mod. Brick Veneer

Brick Rolock Course

EPS Insul. Capital Adheredw/ Cement. Adhes.

Acrylic Elasto. Fin. CoatOver Acrylic PrimerOver EIFS MeshEmbedded in 1/16" thickPoly. Mod. Cement. BaseCoat (Back Wrap EIFSMesh) Capital Sim.



24 Ga. Prefin. Galv. Stl.Tapered Cap Flashing

2" Thk. EPS Insul. Adheredw/ Cement. Adhes.

5/8" Ext. Gyp. Bd.Sheathing

5/8" P.T. Plywd

P.T. 2x4 Cleat

5/8" P.T. Plywd

Galv. Casing Bead

Turn Cap Flashing3" Min. Up Wall

20 Ga. Galv. Stl. Cleats atFront & Sides

P.T. 2x4 at Ea. Edge

Scale: 1 1/2"= 1'-0"

Wall Capital Detail

13

'-8

" A

bo

ve

1s

t F

loo

r

4

8" 4"

12"

6 5/8"1"

3 5/8"

11 1/4"

8"


Adjust. Wire Ties at16" O.C. Horiz. & Vert.


Brick Ledge ShownDashed Where Required

Hemmed Drip at Flashing

Open Head Joint forWeep Holes at 16" O.C.

Through Wall Flashing

Tyvek Comm. Wrap, LapOver Through Wall Flashing

4" Mod. Brick Veneer


1/2" Exp. Jt. Mat'l

Scale: 1 1/2"= 1'-0"

Pilaster Detail (1)

2

Insulate Headerw/ 3 Pcs. 1 1/2"Thk. EPS Insul.


Header From (3) 6"x2"x14 Ga. (68 Mils)Steel Studs Nestedinto 6"x11/4"x18Ga (43 Mils)Steel Track

1/2" Plywd. Shim

P.T. 2x6

Galv. Casing Bead w/Weep Holes

Alum. Head Flashing w/ 1/2"Hemmed Drip to Match Finishof Framing. Fasten VerticalFlange to Gyp. Bd. Sheathing

Framing Shim

2" x 4 1/2" ThermallyBroken Alum.Storefront Framing



Alum. Storefront FramingCompensating Channel

1" Insul. Glazing

Scale: 1 1/2"= 1'-0"

Window Head Detail

1

1'-

4"

91

/4

"2

3/

4"

6"

5"

Cont. Angle Re: Strl.

5/8" Ext. Gyp. Bd.Sheathing

Acrylic Elasto. Fin. Coatover Acrylic Primer Over3/8" Min. Thk. FactoryMixed Cement. One CoatStucco w/ AcrylicAdmixture over 2.5 Lb./Sq. Yd. Self-FurringDiamond Mesh Galv.Metal Lath Over TyvekComm. Wrap

Acrylic Elasto. Fin. Coatover Acrylic Primer OverEIFS Mesh Embedded in1/16" Thk. Poly ModifiedCement. Base Coat(Back Wrap EIFS Mesh)

Seam Plate w/ Fastenerat 12" O.C. Max.

EPS Insul. CrownMoulding Adhered w/Cement Base Coat

P.T. 2x4

24 Ga. Prefin. Galv. Stl.Tapered Coping

60 Mil TPOMembrane

6"x1 1/4"x18Ga (43 mills)Steel Track

5/8" P.T. Plywd.

6"x16 Ga (54Mils) Steel Studsat 16" O.C.

Steel Beam, Re:Strl.

1 1/2" Metal RoofDeck, Re: Strl.

(2) Layers 2 1/2"Thk. Polyiso. Insul.

1/2" P.T. Plywd.

(3) P.T. 2x6

Tapered Polyiso.Insul.

P.T. 2x4

5/8" P.T. Plywd.

12" Wide x 20 GaGalv. AnchorClips at 4'-0" O.C.

Scale: 1 1/2"= 1'-0"

Parapet Detail

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15

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6-2

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drawn

checked


Documents

New Jefferson Office Park · 2010. 10. 9. · Preliminary Jefferson Office Park 1020 Johnson Road Golden , Colorado 80219 Exit W idth Required: Third Floor: Business Group B Egress