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220 SE 6th Street – 2nd Floor Revisions March 24, 2020

220 SE 6th Street – 2ND Floor ‐ Addendum 1

You are instructed to read and to note the following describe changes, corrections clarifications,

omissions, deletions, additions and statements pertinent to the Contract Bid and Construction

Documents:

The Addendum No. 1 is part of the Contract Bid and Construction Documents and shall govern in

the performance of the Work.

Drawing Set:

Sheet G2.L‐001 ‐ COVER

1. Code Summary

a. National Electric Code year adopted by the City of Topeka is 2017.

2. Sheet Index

a. Sheet MP2.L‐101 added to sheet index list.

Sheet G2.L‐002 – GENERAL INFORMATION

1. UL Assembly – Y725 and D949

a. A note was added to the spray applied fire rated assemblies stating “ALL SPRAY

APPLIED FIRE RESISTIVE MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH

SECTION 704.13.1 THROUGH 704.13.5 OF THE 2015 IBC. REFERENCE

SPECIFICATION SECTION 07 81 00 “APPLIED FIREPROOFING” FOR MORE

INFORMATION.”

2. UL Assembly – W‐L‐1001

a. W‐L‐1001 is added to outline general penetration requirements through fire

rated assemblies.

3. UL Assembly – U905

a. UL U905 was added for reference only. The north wall of the existing corridor

from Stair 1 to the exterior of the building is constructed as U905 and has a 2hr.

rating.

Sheet G2.L‐101 – CODE PLAN – FIRST FLOOR

1. Plumbing Fixture Counts

a. The note referencing IPC 410.4 has been removed. IPC has not been adopted by

the City of Topeka and is not applicable to the project.

2. Rated Corridor 105 @ Stair 1

a. Added room tag to Stair 1

b. South wall of Corridor 105 to exterior is constructed as UL U419 and has a 1hr.

rating. Above the ceiling some penetrations need to be fire sealed.

c. North wall of the Corridor 105 to the exterior is constructed as UL U905 and has

a 2 hr rating.

d. Door E105b to be replaced with a minimum of 45 min rated door.


3. FACP Room Sign

a. The new sign on the FACP Room “Equipment Room 104” shall conform to the

requirements of section 509.1 of 2015 IFC.

4. 2‐Way Communication System Base Station

a. The location of the new base station for the 2‐way communication system shall

be mounted on the north wall of Equipment Room 104 and shall operate in

accordance with section 1009.8.1 of 2015 IFC.

5. Occupancy Calculations

a. The number of occupants egressing from the second floor have been updated.

The number of occupants egressing through each exit door on the first floor

have been updated to reflect the calculated number of potential occupants.

Sheet G2.L‐101 – CODE PLAN – SECOND FLOOR

1. Plumbing Fixture Counts

a. The note referencing IPC 410.4 has been removed. IPC has not been adopted by

the City of Topeka and is not applicable to the project.

2. Drinking Fountains

a. All existing drinking fountains shall be removed and infilled with similar

construction.

b. 2 new drinking fountains shall be provided on the south wall of Open Office Call

Center 215. At least one drinking fountain shall meet 2010 ADA standard

heights. An ice and water dispensing machine along with a sink in each of the

breakrooms will also provide access to water. The tenant will issue a letter

stating that they will provide cups and access to water as needed for any

occupants requiring assistance.

3. Conference Room 208

a. Area updated to 886 SF and occupant load has been updated to 60 occupants.

b. Provide an occupant load sign per 1004.3 of 2015 IBC.

c. Provide panic hardware on the interior side of both doors serving room 208.

4. Break Room 209

a. Provide an occupant load sign per 1004.3 of 2015 IBC.

5. Huddle Room 203

a. Area of room updated to 217. No change to occupancy count.

6. Stair 1

a. Stair 1 room tag added.

7. Signage

a. Exit Signs

i. Per 1013.4 of 2015 IBC a raised character and braille exit sign shall be

provided on the interior side of doors E200a, E200c, and E200b.

ii. Signs shall comply with ICC A117.1

iii. The above mentioned signs are required in addition to the illuminated

signs required by 1013.1 of 2015 IBC.

b. Area of Refuge Signage


i. Per 1009.9 of 2015 IBC each door providing access to an area of refuge

from an adjacent floor area shall be identified by a sign stating “AREA

OF REFUGE.”

ii. Per 1009.11 of 2015 IBC a sign providing instructions on the use of the

area under emergency conditions shall be posted.

iii. Signs shall comply with ICC A117.1

c. Directional Signs

i. A directional sign per 1009.10 shall be provided at the indicated

locations in the elevator landings and in each stairwell near the area of

refuge.

8. Fire Extinguishers

a. 4 new surface mounted fire extinguishers added. (1) in Break Room 209, (2) in

Open Offices ‐ Engineering 236, and (1) in Open Office Call Center.

Sheet A2.L‐101 – SECOND FLOOR – FLOOR PLAN

1. Door E229

a. Reverse door swing.

b. Add panic hardware.

c. Reference Updated door Schedule

2. Area of Refuge

a. Area of Rescue changed to Area of Refuge.

b. Reference code plan A3/G2.L‐102 CODE PLAN – SECOND FLOOR and above for

signage requirements at exits and areas of refuge.

Sheet A2.L‐201 – SECOND FLOOR – REFLECTED CEILING PLAN

1. A3 – Reflected Ceiling Plan

a. MENS 227

i. Extend ACT‐1 into entry

b. WOMENS 228

i. Extend ACT‐1 into entry

c. Grey shaded area to be unfaced batt insulation above ceiling to reduce sound

transmission.

Sheet A2.L‐103 – SECOND FLOOR – ROOF PLAN

1. A2 – Roof Plan

a. New Mechanical Units for VRF system and Split System for 2nd Floor moved to

inside roof screened area.


Sheet A2.L‐401 – SECOND FLOOR – SECTIONS

1. A1 – Elevator Lobby Section

a. Omitted note to paint vertical cove surface to match break metal. Paint PT‐5

as noted.

Sheet A2.L‐601 – SECOND FLOOR – DOORS AND WINDOWS

1. Door 208a

a. Closer added.

2. Door 208b

a. Closer added.

3. Door E229

a. Reverse Door swing and add panic hardware.

Sheet A2.L‐901 – SECOND FLOOR – FURNITURE PLAN

1. Occupancy Count

a. Based on the number of workspaces provided the anticipated amount of people

on the floor will be 85 or less.

Mechanical/Electrical Items:

Sheet ME2.L‐001 – GENERAL NOTES

1. Refer to added Firestopping General Note for rated walls, fire and smoke barriers, and

partitions.

Sheet MP2.L‐101 – MECHANICAL DETAILS AND SCHEDULES

1. Refer to change in VAV box inlet sizes.

Sheet M2.L‐101 – SECOND FLOOR & PARTIAL ROOF PLAN ‐ HVAC

1. Refer to relocation of VRF ODU’s and DSS CU’s to inside the rooftop mechanical screen

area.

Sheet M2.L‐201 – SECOND FLOOR & PARTIAL ROOF PLAN – HVAC PIPING


area and associated refrigerant piping modifications.

Sheet E2.L‐101 – PARTIAL FIRST & SECOND FLOOR PLAN ‐ POWER


1. Refer to addition of Basement Partial Plan for new power connection at the main

switchboard and conduit routing to new distribution panel “2DPH” on second level.

2. Refer to addition of transformer TF1 at Mechanical Room 229.

3. Refer to various branch circuit modifications and addition of Telepresence Unit in

Huddle Room 235.

Sheet E2.L‐201 – SECOND FLOOR PLAN ‐ LIGHTING

1. (56) of the type “C” shall be IC rated.

a. Reference Architectural Reflected Ceiling Plan for more information.

b. Refer to the Architectural RCP sheet that identifies the areas with insulation

above ceiling.

2. Type “H” shall be a pendant ring that mounted 1ft below ceiling. OCL #GL3‐P1EM‐72‐

MW‐SGP‐LED1‐35K‐UNV‐DM1.

3. Equivalent lighting by N‐Light, Wattsopper, and Steinel.

4. Room 230 shall have (1) type “A” fixture wired as a night light. Connect light fixture to

the existing emergency lighting circuit.

5. Room 231 shall have the (1) type “A” wired as a night light and no switch on the wall.

Connect light fixture to the existing emergency lighting circuit.

Sheet E2.L‐301 – SECOND FLOOR PLAN – HVAC POWER


area.

Sheet E2.L‐401 – ELECTRICAL DETAILS AND SCHEDULES

1. Refer to “2DPH”, “2DPL”, AND “2PP4” panel modifications.

Specification Book:

07 81 00 APPLIED FIREPROOFING

1. Paragraph 3.4 Field Control, section A, paragraph 1

a. The reference to IBC subsection shall be to 1705.14 in lieu of 1705.13.

07 84 13 PENETRATION FIRESTOPPING

1. Paragraph 3.2 Identification, section A and subparagraphs

a. Section shall read “Permanently identify fire barriers, 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 in the concealed space, such Identification shall:

i. Be located within 20 feet of the end of each wall and intervals not

exceeding 75 feet measured horizontally along the wall or partition on

one wall/partition side only.


ii. Include lettering not less than 3 inches in height with a minimum 3/8‐

inch stroke in a contrasting color incorporating the suggested wording

“FIRE AND/OR SMOKE BARRIER‐PROTECT ALL OPENINGS” per section

703.7 of the 2015 IBC with local amendments.

26 51 00 INTERIOR LIGHTING

1. The submitted C&O equivalent lighting package is approved.

2. The submitted Premiere Lighting equivalent lighting package is approved.

3. The submitted Mercer Zimmerman equivalent lighting package is approved.

28 32 00 AREA OF RESCUE ASSISTANCE

1. Paragraph 1.1 Summary, Section A

a. Reference to IBC shall be to year 2015 in lieu of 2012

2. Paragraph 1.4 Summary, Section A

a. Reference to IBC shall be to year 2015 in lieu of 2009

Respectfully Submitted

SCHWERDT DESIGN GROUP, INC.

220 SE 6th Street – 2nd Floor February 2020

APPLIED FIREPROOFING 07 81 00 - 1

SECTION 07 81 00 - APPLIED FIREPROOFING

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes sprayed fire-resistive materials.

B. Apply Fire Spray at Columns according to UL Y725. Provide 3hour Fire resistance based on requirements of listed UL assembly.

C. Apply Fire Spray at Girders according to UL D 949. Provide 3hour Fire resistance based on requirements of listed UL assembly.

1.2 DEFINITIONS

A. SFRM: Sprayed fire-resistive materials.

1.3 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.4 SUBMITTALS

A. Product Data: Submit manufacturer's current Product Data and Application Instructions.

B. Fireproofing manufacturer's certification that the materials to be supplied comply with the specifications and are suitable for the use intended.

C. Fireproofing manufacturer's certification that the minimum performance standards as required under Section 2.01-A can be met and test reports supplied as requested.

D. Schedule of Underwriters Laboratories, Inc. designs or American Iron and Steel Institute calculations to achieve the required hourly ratings.

E. At completion of project submit certified installation certificate.

1.5 QUALITY ASSURANCE

A. Installer Qualifications: A firm or individual certified, licensed, or otherwise qualified by fireproofing manufacturer as experienced and with sufficient trained staff to install manufacturer's products according to specified requirements.



PART 2 - PRODUCTS

2.1 MATERIALS

A. Cementitious fireproofing shall be applied to provide compliance with all drawings, specifications, and the following performance criteria: 1. Dry Density: The in place density shall be measured in accordance with ASTM E605.

Dry density ranges from 15-22 pcf. Average and individual minimum density shall be 15/14 pcf respectively.

2. Bond Strength: When tested in accordance with ASTM E736 over steel, fireproofing shall have a minimum bond strength of 150, 430 or 1000 psf depending on IBC code requirements.

3. Compressive Strength: Fireproofing shall achieve an average value of 10,354 psf when tested in accordance with ASTM E761.

4. Deflection Resistance: Material shall not crack or delaminate from the surface when tested by ASTM E759.

5. Corrosion: Material shall show 0.00 gm/mm2 of corrosion when tested by ASTM E937. 6. Impact Resistance: Material shall not crack or delaminate from the surface when tested

by ASTM E760 7. Surface Burning Characteristics: Maximum flame spread and smoke development shall

be 0 and 0 when tested under ASTM E-84.

B. Fireproofing shall have been tested by Underwriters Laboratories, Inc. in accordance with the procedures of UL 263 / ASTM E119. 1. Steel members are to be considered restrained unless specifically noted otherwise.

C. Fireproofing shall be investigated for interior use by Underwriters Laboratories, Inc.

D. Fireproofing shall be free of asbestos, mineral fibers, polystyrene, or other known materials which may be considered hazardous either during mixing, application curing, or chemical release in a fire.

E. Mix water shall be potable and free from such amounts of mineral or organic substances that would affect application or set of material.

2.2 AUXILIARY MATERIALS

A. General: Provide auxiliary materials that are compatible with fireproofing and substrates and are approved by UL or another testing and inspecting agency acceptable to authorities having jurisdiction for use in fire-resistance designs indicated.

B. Substrate Primers: Primers approved by fireproofing manufacturer for the required fire-resistance design.

C. Bonding Agent: Product approved by fireproofing manufacturer.

D. Topcoat: Suitable for application over applied fireproofing; of type recommended in writing by fireproofing manufacturer for each fire-resistance design.



PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present for compliance with requirements for substrates and other conditions affecting performance of the Work and according to each fire-resistance design.

B. Verify that any objects which will penetrate the fireproofing such as clips, hangers, support sleeves, etc. are securely attached to the substrate.

C. Verify that substrates are not obstructed by ducts, piping, equipment, or other construction which might interfere with fireproofing application. If obstruction(s) are evident, Construction Manager shall remove any obstacle until fireproofing is completed.

D. Do not proceed with fireproofing until all unsatisfactory conditions have been corrected.

3.2 PREPARATION

A. Clean substrates, remove dirt, dust, oil, grease, loose material, incompatible, or any other substances which may impair bonding of fireproofing to the substrate.

B. Where required, install metal lath and/or reinforcing mesh per the Underwriters Laboratories Inc. application requirements.

C. Cover other work subject to damage from fallout or overspray of fireproofing materials during application.

D. Prime substrates where included in fire-resistance design and where recommended in writing by fireproofing manufacturer unless compatible shop primer has been applied and is in satisfactory condition to receive fireproofing.

3.3 APPLICATION

A. Construct fireproofing assemblies that are identical to fire-resistance design indicated and products as specified, tested, and substantiated by test reports; for thickness, primers, sealers, topcoats, finishing, and other materials and procedures affecting fireproofing work.

B. Comply with fireproofing manufacturer's written instructions for mixing materials, application procedures, and types of equipment used to mix, convey, and apply fireproofing; as applicable to particular conditions of installation and as required to achieve fire-resistance ratings indicated.

C. Spray apply fireproofing to maximum extent possible. After the spraying operation in each area, complete the coverage by trowel application or other placement method recommended in writing by fireproofing manufacturer.

D. Do not install enclosing or concealing construction until after fireproofing has been applied, inspected, and tested and corrections have been made to deficient applications.



E. Refer to the required fire rating listed in the Drawings for minimum fire resistance required for each element to be protected in the Project.

3.4 FIELD QUALITY CONTROL

A. Special Inspections: Engage a qualified special inspector to perform the following special inspections:

1. Test and inspect as required by the IBC, Subsection 1705.14, "Sprayed Fire-Resistant Materials."

B. Fireproofing will be considered defective if it does not pass tests and inspections.

1. Remove and replace fireproofing that does not pass tests and inspections, and retest. 2. Apply additional fireproofing, per manufacturer's written instructions, where test results

indicate insufficient thickness, and retest.

C. Prepare test and inspection reports.

3.5 CLEANING, PROTECTING, AND REPAIRING

A. Cleaning: Immediately after completing spraying operations in each containable area of Project, remove material overspray and fallout from surfaces of other construction and clean exposed surfaces to remove evidence of soiling.

B. Repair fireproofing damaged by other work before concealing it with other construction.

C. Repair fireproofing by reapplying it using same method as original installation or using manufacturer's recommended trowel-applied product.

END OF SECTION 07 81 00


PENETRATION FIRESTOPPING 07 84 13 - 1

SECTION 07 84 13 - PENETRATION FIRESTOPPING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Penetrations in fire-resistance-rated walls. 2. Penetrations in horizontal assemblies.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Product Schedule: For each penetration firestopping system. Include location, illustration of firestopping system, and design designation of qualified testing and inspecting agency.

1. Engineering Judgments: Where Project conditions require modification to a qualified testing and inspecting agency's illustration for a particular penetration firestopping system, submit illustration, with modifications marked, approved by penetration firestopping system manufacturer's fire-protection engineer as an engineering judgment or equivalent fire-resistance-rated assembly. Obtain approval of authorities having jurisdiction prior to submittal.

1.4 INFORMATIONAL SUBMITTALS

A. Product test reports.

1.5 CLOSEOUT SUBMITTALS

A. Installer Certificates: From Installer indicating that penetration firestopping systems have been installed in compliance with requirements and manufacturer's written instructions.

1.6 QUALITY ASSURANCE

A. Installer Qualifications: A firm that has been approved by FM Global according to FM Global 4991, "Approval of Firestop Contractors," or been evaluated by UL and found to comply with its "Qualified Firestop Contractor Program Requirements."



PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Fire-Test-Response Characteristics:

1. Perform penetration firestopping system tests by a qualified testing agency acceptable to authorities having jurisdiction.

2. Test per testing standards referenced in "Penetration Firestopping Systems" Article. Provide rated systems complying with the following requirements:

a. Penetration firestopping systems shall bear classification marking of a qualified testing agency.

1) UL in its "Fire Resistance Directory." 2) Intertek Group in its "Directory of Listed Building Products." 3) FM Global in its "Building Materials Approval Guide."

2.2 PENETRATION FIRESTOPPING SYSTEMS

A. Penetration Firestopping Systems: Systems that resist spread of fire, passage of smoke and other gases, and maintain original fire-resistance rating of construction penetrated. Penetration firestopping systems shall be compatible with one another, with the substrates forming openings, and with penetrating items if any.

B. Penetrations in Fire-Resistance-Rated Walls: Penetration firestopping systems with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg.

1. F-Rating: Not less than the fire-resistance rating of constructions penetrated.

C. Penetrations in Horizontal Assemblies: Penetration firestopping systems with ratings determined per ASTM E 814 or UL 1479, based on testing at a positive pressure differential of 0.01-inch wg.

1. F-Rating: At least one hour, but not less than the fire-resistance rating of constructions penetrated.

2. T-Rating: At least one hour, but not less than the fire-resistance rating of constructions penetrated except for floor penetrations within the cavity of a wall.

3. W-Rating: Provide penetration firestopping systems showing no evidence of water leakage when tested according to UL 1479.

D. Exposed Penetration Firestopping Systems: Flame-spread and smoke-developed indexes of less than 25 and 450, respectively, per ASTM E 84.

E. Accessories: Provide components for each penetration firestopping system that are needed to install fill materials and to maintain ratings required. Use only those components specified by penetration firestopping system manufacturer and approved by qualified testing and inspecting agency for conditions indicated.



PART 3 - EXECUTION

3.1 INSTALLATION

A. Examine substrates and conditions, with Installer present, for compliance with requirements for opening configurations, penetrating items, substrates, and other conditions affecting performance of the Work.

B. General: Install penetration firestopping systems to comply with manufacturer's written installation instructions and published drawings for products and applications.

C. Install forming materials and other accessories of types required to support fill materials during their application and in the position needed to produce cross-sectional shapes and depths required to achieve fire ratings.

1. After installing fill materials and allowing them to fully cure, remove combustible forming materials and other accessories not forming permanent components of firestopping.

D. Install fill materials by proven techniques to produce the following results:

1. Fill voids and cavities formed by openings, forming materials, accessories and penetrating items to achieve required fire-resistance ratings.

2. Apply materials so they contact and adhere to substrates formed by openings and penetrating items.

3. For fill materials that will remain exposed after completing the Work, finish to produce smooth, uniform surfaces that are flush with adjoining finishes.

3.2 IDENTIFICATION

A. Permanently identify fire barriers, 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 in the concealed space, such Identification shall:

1. Be located within 20 feet of the end of each wall and intervals not exceeding 75 feet

measured horizontally along the wall or partition on one wall/partition side only. 2. Include lettering not less than 3 inches in height with a minimum 3/8-inch stroke in a

contrasting color incorporating the suggested wording “FIRE AND/OR SMOKE BARRIER-PROTECT ALL OPENINGS” per section 703.7 of the 2015 IBC with local amendments.

B. Penetration Identification: Identify each penetration firestopping system with legible metal or plastic labels. Attach labels permanently to surfaces adjacent to and within 6 inches of penetration firestopping system edge so labels are visible to anyone seeking to remove penetrating items or firestopping systems. Use mechanical fasteners or self-adhering-type labels with adhesives capable of permanently bonding labels to surfaces on which labels are placed. Include the following information on labels:



1. The words "Warning - Penetration Firestopping - Do Not Disturb. Notify Building Management of Any Damage."

2. Contractor's name, address, and phone number. 3. Designation of applicable testing and inspecting agency. 4. Date of installation. 5. Manufacturer's name. 6. Installer's name.

3.3 FIELD QUALITY CONTROL

A. Owner will engage a qualified testing agency to perform tests and inspections according to ASTM E 2174.

B. Where deficiencies are found or penetration firestopping system is damaged or removed because of testing, repair or replace penetration firestopping system to comply with requirements.

C. Proceed with enclosing penetration firestopping systems with other construction only after inspection reports are issued and installations comply with requirements.

END OF SECTION 07 84 13

GRAPHIC SYMBOLSMATERIAL LEGEND

ACOUSTIC TILE (SECTION)

BATT INSULATION

BRICK

CARPET

CONCRETE

CONCRETE MASONRY UNITS

CONCRETE, PLASTER CUT STONE, STUCCO

METAL STUDS

PLYWOOD (LARGE SIZE)

RIGID INSULATION

SAND, GRAVEL, PLASTER, DRYWALL, CUT STONE, GROUT

TILE (LARGE SCALE)

WOOD BLOCKING

WOOD MEMBER (CONTINUOUS)

WOOD STUDS, PARALAM, FINISHED

BRICK

PLAN OR SECTION

METAL

GLASS

WOOD

ELEVATIONEARTH COMPACTED/ DISTURBED

CODE SUMMARYJURISDICTIONAL BUILDING CODES (TOPEKA, KANSAS)INTERNATIONAL BUILDING CODE 2015UNIFORM CODE FOR BUILDING CONSERVATION 1997UNIFORM MECHANICAL CODE 2015NATIONAL ELECTRICAL CODE 2017UNIFORM PLUMBING CODE 2012INTERNATIONAL FIRE CODE 2015NFPA 1010 - LIFE SAFETY CODE 2015AMERICANS WITH DISABILITIES ACT AND GUIDELINES 2010CHAPTER 26 OF TOPEKA CITY CODEALL APPLICAPLE AMENDMENTS

PRIMARY OCCUPANCY:

CONSTRUCTION TYPE:

ALLOWABLE HEIGHT:

ACTUAL HEIGHT:

GROSS BUILDING AREA:1ST FLOOR:

B

IA (NS) (IBC 602.2)

UL (IBC 504.3)

73'-9 1/2"

TOTAL AREA:

22,445 SF

134,731 SF

ALLOWABLE FLOOR AREA:

TOTAL ALLOWABLE FLOOR AREA: UNLIMITED BASED ON OCCUPANCY AND CONSTRUCTION TYPE

1ST FLOOR OCCUPANT LOAD: 82

MINIMUM PLUMBING FIXTURE COUNT:

FIXTURE TYPE REQD / PROVIDED REQD / PROVIDED

MEN WOMEN

WATER CLOSETS

LAVATORIES

DRINKING FOUNTAINS

5 / 4

3 / 3

5 / 6

3 / 4

STRUCTURAL FIRE PROTECTION (TABLE 601)STRUCTURAL FRAME ( 3 ) HOUREXTERIOR BEARING WALLS ( 3 ) HOURINTERIOR LOAD BEARING WALLS ( 3 ) HOUREXTERIOR NON-BEARING WALLS ( 0 ) HOURSHAFT ENCLOSURE ( 2 ) HOURFLOORS ( 2 ) HOURROOFS ( 1 1/2 ) HOUR

NOTE: ( )

1.AUTOMATIC SPRINKLER SYSTEM (NOT REQUIRED/NOT PROVIDED)2.TRAVEL DISTANCE ( ) 200' MAX 4C REF CODE PLAN3.FIRE EXTINGUISHERS PROVIDED4.EXIT LIGHTING PROVIDED

STRUCTURAL FIRE PROTECTION (TABLE 601)

DESIGN TEAM

ARCHITECTSCHWERDT DESIGN GROUP2231 SW WANAMAKER RD SUITE 303TOPEKA, KANSAS 66614

CONTACT:PHONE:FAX:E-MAIL:

RAMIN [email protected]

MECHANICAL & ELECTRICAL DESIGNLATIMER SOMMERS AND ASSOC.3639 SW SUMMERFIELD DR. #ATOPEKA, KS, 66614

CONTACT:PHONE:FAX:E-MAIL:

JIM LATIMER, [email protected]

N

LOCATION MAPSCALE: NOT TO SCALE

PROJECT LOCATION(220 SE 6TH ST)

ABBREVIATIONSAAFF ABOVE FINISH FLOORACS PNL ACCESS PANELACC ACCESSIBLEACT ACOUSTICAL CEILING TILEACOUS PNL ACOUSTICAL PANELADMIN ADMINISTRATIONAPC ACOUSTICAL PANEL

CEILINGAWT ACOUSTICAL WALL

TREATMENTADJ ADJUSTABLEAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMAB ANCHOR BOLTL ANGLEANOD ANODIZE / ANODIZEDAPPROX APPROXIMATEARCH ARCHITECTURALASPH ASPHALT

BBSMT BASEMENTBM BEAMBRG BEARINGBRG PL BEARING PLATEBR BEDROOMBLW BELOWBTWN BETWEENBITUM BITUMINOUSBD BOARDBF BOTH FACESBS BOTH SIDESBW BOTH WAYSBOT BOTTOMBRKT BRACKETBLDG BUILDINGBUR BUILT-UP ROOFINGCCAB CABINETCUH CABINET UNIT HEATERCPT CARPETCIP CAST-IN-PLACECS CAST STONECLG CEILINGCEM CEMENTCTR CENTERCL CENTER LINEC TO C CERAMIC TILECH BD CHALKBOARDC CHANNELCLR CLEARCLO CLOSETCOL COLUMNCONC CONCRETECMU CONCRETE MASONRY UNITCJ CONSTRUCTION JOINT,

CONTROL JOINTDDL DEAD LOADDEMO DEMOLITIONDEPT DEPARTMENTD DEPTHDET DETAILDIAG DIAGONALDIA DIAMETERDIM DIMENSION

D CONTINUEDDW DISHWASHERDR DOORDBL DOUBLEDN DOWNDS DOWNSPOUTDWG DRAWINGDF DRINKING FOUNTAIN

EEA EACHEW EACH WAYESMT EASEMENTE EASTELEC ELECTRIC, ELECTRICALEL ELEVATIONELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEXH FN EXHAUST FANEXIST EXISTINGEXP EXPANSIONEJ EXPANSION JOINTEXT EXTERIOREIFS EXTERIOR INSULATION

& FINISH SYSTEM

FFC BRK FACE BRICKFOF FACE OF FINISHFGL FIBERGLASSFIN FINISHFF EL FINISH FLOOR ELEVATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIXT FIXTUREFLASH FLASHINGFLR FLOORFCO FLOOR CLEANOUTFD FLOOR DRAINFLUOR FLUORESCENTFLL FLOW LINEFT FOOTFTG FOOTINGFDTN FOUNDATIONFR FRAMEFA FRESH AIRFURN FURNACEFURG FURRINGFS FULL SIZE

GGA GAUGEGALV STL GALVANIZED STEELGC GENERAL CONTRACTORGL GLASSGB GRAB BARGYP BD GYPSUM BOARD

HH20 WATERHCP HANDICAPPEDHDW HARDWAREHDWD HARDWOODHVAC HEATING, VENTILATION

& AIR CONDITIONINGHT HEIGHTH HIGHHWY HIGHWAYHM HOLLOW METALHORIZ HORIZONTALHP HORESEPOWER

H CONTINUEDHW HOT WATERHYD HYDRANT

IINCL INCLUDEDID INSIDE DIAMETERINSUL INSULATIONINT INTERIOR

JJAN JANITOR

KKIT KITCHEN

LL ANGLELAB LABORATORYLAM LAMINATELAU LAUNDRYLAV LAVATORYLWC LIGHTWEIGHT CONCRETELCMU LIGHTWEIGHT CONCRETE

MASONRYLF LINEAR FOOTLL LIVE LOADLR LIVING ROOMLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALMMAINT MAINTENANCEMH MANHOLEMFD MANUFACTUREDMFR MANUFACTURERMFG MANUFACTURINGMO MASONRY OPENINGMBR MASTER BEDROOMMATL MATERIALMAX MAXIMUMMECH MECHANICALMTL METALMW MICROWAVEMIN MINIMUM, MINUTEMISC MISCELLANEOUSMR MOISTURE RESISTANTMTD MOUNTEDMULL MULLIONNNRC NOISE REDUCTION

COEFFICIENTNOM NOMINALN NORTHNIC NOT IN CONTRACTNTS NOT TO SCALE

OOFF OFFICEOC ON CENTEROPNG OPENINGOPP OPPOSITEOD OUTSIDE DIAMETERO/O OUT TO OUTOA OVERALLORD OVERFLOW ROOF DRAINOH OVERHANGOF/CI OWNER FURNISHED/

CONTRACTOR INSTALLEDOF/OI OWNER FURNISHED/

OWNER INSTALLED

PPT PAINTPR PAIRPNL PANELPTD PAPER TOWEL DISPENSERPBD PARTICLE BOARDPTN PARTITIONPVG PAVINGPERF PERFORATEDPERIM PERIMETERPLAS PLASTERPERP PERPENDICULARPLAM PLASTIC LAMINATEPLYWD PLYWOODPVC POLYVINYL CHLORIDELB POUNDPCF POUNDS PER CUBIC FOOTPLF POUNDS PER LINEAR FOOTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPCC PRECAST CONCRETEPREFAB PREFABRICATEPREFIN PREFINISHPROJ PROJECTPL PROPERTY LINE

QQT QUARRY TILERREF REFERENCE,

REFRIGERATORRCP REFLECTED CEILING PLANREINF REINFORCEREQD REQUIREDRESIL RESILIENTREST RESTROOMRA RETURN AIRREV REVISIONR RISER, RADIUS, RANGERD ROOF DRAINRFG ROOFINGRM ROOMRO ROUGH OPENINGRS ROUGH SAWNSSNU SANITARY NAPKIN DISPENSERSNDU SANITARY NAPKIN DISPOSAL

UNITSS SANITARY SEWERSCHED SCHEDULESECT SECTIONSHT SHEETSV SHEET VINYLSHV SHELVINGSHR SHOWERSIM SIMILARSCWD SOLID CORE WOODSTC SOUND TRANSMISSION CLASSS SOUTHSPEC SPECIFICATIONSB SPLASH BLOCKSF SQUARE FOOTSQ IN SQUARE INCHSQ YD SQUARE YARDSST STAINLESS STEELSTD STANDARDSTL JST STEEL JOISTSTOR STORAGESD STORM DRAINST STREET

S CONTINUED

TTK BD TACKBOARDTEL TELEPHONETV TELEVISIONTMPD TEMPEREDTER TERRAZZOTHK THICKNESSTPD TOILET PAPER HOLDERT&G TONGUE AND GROOVET&B TOP AND BOTTOMTOC TOP OF CURB,

TOP OF CONCRETETOF TOP OF FOOTINGTOM TOP OF MASONRYTOS TOP OF STEELTOW TOP OF WALLTB TOWEL BARTRANS TRANSPARENT*TF TRANSPARENT WOOD

FINISHT TREADTYP TYPICALUUNFIN UNFINISHEDUH UNIT HEATERUNO UNLESS NOTED OTHERWISE

VVR VAPOR RETARDERVNR VENEERVENT VENTILATIONVERT VERTICALVEST VESTIBULEVB VINYL BASEVCT VINYL COMPOSITION TILEVWC VINYL WALL COVERINGVWF VINYL WALL FABRICV VOLTWWSCT WAINSCOTWC WALL COVERING,

WATER CLOSETWH WATER HEATERWP WATERPROOFING,

WORKING POINTWT WEIGHTWWF WELDED WIRE FABRICW WEST, WIDEWDW WINDOWWGL WIRED GLASSW/ WITHW/O WITHOUTWD WOOD

D101B

WALL SECTION TAG

P2

1t

PARTITION TYPE TAG

ROOM TAG

DOOR TAG

ELEVATION TAG

WINDOW TAG

A-303A2

SIMDETAIL CALLOUT

A-202

B3

B3B3

B3

/SMALL REFERENCE NOTE

A1A-101

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/ 1A-101

REVISION MARK

BEARING ELEVATION MARK

CENTERLINE MARK

/ 1A-101MATCHLINE

DESCRIPTIVE ARROW

EQUIPMENT TAG

1

1i

DEMOLITION MARK

GENERAL NOTE MARK 1

NEW CONSTRUCTION MARK

SPOT ELEVATION

1

EXISTINGNEW

EL - FLOOR100'-0"

SHEET INDEX

ROOM NAME101

B5A-202

SIM

STRUCT STRUCTURALSUSP CLG SUSPENDED CEILINGSW SWITCH

I-70

I-70

I-70

I-70

ALLOWABLE STORIES: UL (IBC 504.4)

ACTUAL STORIES: 5 STORIES

2ND FLOOR: 27,500 SF3RD FLOOR: 27,500 SF4TH FLOOR: 27,500 SF5TH FLOOR: 27,500 SFELEV PENTHOUSE: 2,286 SF

2ND FLOOR OCCUPANT LOAD: 337

BASEMENT OCCUPANT LOAD: 51

3RD FLOOR OCCUPANT LOAD: 174TH FLOOR OCCUPANT LOAD: 175TH FLOOR OCCUPANT LOAD: 17

EXIT WIDTHS:REFERENCE INDIVIDUAL CODE PLANSFOR REQUIRED EXIT WIDTHS

4 REQUIRED 2 + WATER DISP(s)

OWNER REPRESENTATIVE

TENANT REPRESENTATIVEAT&T5400 FOXRIDGE DRIVEMISSION, KS 66216

CONTACT:PHONE:E-MAIL:

BRYAN [email protected]

1

A 1 .L-1 0 1

DISCIPLINEFLOOR

TAG FLOOR LEVEL0 BASEMENTG GARAGE1 1ST FLOOR2 2ND FLOOR3 3RD FLOOR4 4TH FLOOR5 5TH FLOOR

PROJECT TYPESHEET TYPE

TAG SHEET TYPE0 GENERAL:SYMBOL LEGEND, ABBREVIATIONS, GENERAL NOTES1 PLANS2 REFLECTED CEILING PLANS3 ELEVATIONS4 BUILDING & WALL SECTIONS5 INTERIOR ELEVATIONS6 DOOR & WINDOW SCHEDULE, DETAILS & DIAGRAMS7 DETAILS8 FINISHES9 3D DRAWINGS: ISOMETRIC, PERSPECTIVES, PHOTOS

FLOORTAG FLOOR LEVELG GENERALC CIVILL LANDSAPED DEMOLITIONA ARCHITECTURALS STRUCTURALMMECHANICALE ELECTRICALP PLUMBINGF FIRE PROTECTIONT TELECOMMUNICATIONS

DISCIPLINE PROJECT TYPETAG PROJECT TYPEL LANDLORD SCOPE OF WORKA TENANT 'A' TENANT IMPROVEMENTB TENANT 'B' TENANT IMPROVEMENTC TENANT 'C' TENANT IMPROVEMENTD TENANT 'D' TENANT IMPROVEMENT

SHEET TYPE

CONSTRUCTION DOCUMENTSHEET NUMBER LEGEND

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

FILE

PATH

:

DATE

:

DRAW

N BY

:

A

54321 6

500 north broadway suite 200oklahoma city, ok 73102phone: 405.231.3105

grouparchitecture interiors planning2231 sw wanamaker rd suite 303topeka, kansas 66614-4275phone: 785.273.7540

design schwerdt

B

C

D

E

54321 6

A

B

C

D

E

Permit/Bid Set 02.24.2020

Addendum 1 03.24.2020

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COVER SHEET

G2.L-001

Autho

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220 SE 6th St Offices

Topeka, KS 66603

GENERALME2.L-001 GENERAL NOTES

VRFME2.L-101 VRF SYSTEM PIPING DIAGRAMS & SCHEDULESME2.L-102 VRF SYSTEM PIPING & WIRING DIAGRAMSME2.L-103 VRF SYSTEM PIPING DETAILS

PLUMBINGP2.L-101 SECOND FLOOR PLAN - PLUMBING

MECHANICALMP2.L-101 MECHANICAL DETAILS & SCHEDULESM2.L-101 SECOND FLOOR & PARTIAL ROOF PLAN - HVACM2.L-201 SECOND FLOOR & PARTIAL ROOF PLAN - HVAC

PIPING

ELECTRICALE2.L-101 PARTIAL FIRST & SECOND FLOOR PLAN - POWERE2.L-201 SECOND FLOOR PLAN - LIGHTINGE2.L-301 SECOND FLOOR PLAN - HVAC POWERE2.L-401 ELECTRICAL DETAILS AND SCHEDULESFA2.L-101 SECOND FLOOR PLAN - FIRE ALARM

GENERALG2.L-001 COVER SHEETG2.L-002 GENERAL INFORMATIONG2.L-100 CODE PLAN - BASEMENT PLANG2.L-101 CODE PLAN - FIRST FLOORG2.L-102 CODE PLAN - SECOND FLOOR

DEMOLITIOND2.L-101 DEMOLITION - SECOND FLOORD2.L-102 SECOND FLOOR DEMOLITION PLAN - HVAC

ARCHITECTURALA2.L-101 SECOND FLOOR - FLOOR PLANA2.L-102 SECOND FLOOR - ENLARGED FLOOR PLANSA2.L-103 SECOND FLOOR - ROOF PLANA2.L-201 SECOND FLOOR - REFLECTED CEILING PLANA2.L-401 SECOND FLOOR - SECTIONSA2.L-402 SECOND FLOOR - SECTIONSA2.L-501 SECOND FLOOR - INTERIOR ELEVATIONSA2.L-601 SECOND FLOOR - DOORS AND WINDOWSA2.L-701 SECOND FLOOR - PLAN / SECTION DETAILSA2.L-702 SECOND FLOOR - PLAN/SECTION DETAILSA2.L-801 SECOND FLOOR - FINISH PLANA2.L-901 SECOND FLOOR - FURNITURE PLAN

2nd F

loor Im

prov

emen

ts

190308

2nd Floor Improvements

1

SUBMISSION DATES

03/24/2020: 12:55:02 PM

PARTITION (AS INDICATED ON FLOOR PLANS)

FIRE RATING, W.O.• REFER TO THE "FIRE RATING LEGEND" BELOW

FOR THE FIRE-RESISTANCE CLASSIFICATION.

PARTITION TYPE• 'C' = MASONRY PARTITIONS• 'M' = METAL STUD FRAMED PARTITIONS• 'W' = WOOD FRAMED PARTITIONS• 'F' = FURRING ATOP A SUBSTRATE• 'S' = SHAFT WALL PARTITIONS• 'E' = EXTERIOR WALLS• 'H' = HORIZONTAL ASSEMBLIES• 'B' = BEAM/COLUMN ASSEMBLIES• 'X' = ASSEMBLY PENETRATIONS• 'a', 'b', 'c', ETC. DESIGNATION, W.O., DENOTES

VARIATION OF WALL TYPE

MASONRY OR STUD WIDTH (NOMINAL - REF LEGEND)

W

MASONRY WIDTHS

TAG0406081012

ASSEMBLY TYPE LEGEND

08C(2)G

TAG COMPONENTS:

EXAMPLE ASSEMBLY TYPE TAG:

A

MODIFIER, W.O.• REFER TO "MODIFIER LEGEND" BELOW• MULTIPLE MODIFIERS MAY BE USED ON ONE

PARTITION TYPE

MODIFIER LEGEND:TAGGSBE

MODIFIER DESCRIPTIONGROUT ALL CMU VOIDS SOLIDCONSTRUCT PARTITION UPTO STRUCTURAL DECKOMIT SAFB FROM ASSEMBLYWALL SHALL EXTEND TO 6" (MIN) ABOVE CEILING IN LIEU OF TO STRUCTURE ABOVE

MASONRY WIDTH3-5/8"5-5/8"7-5/8"9-5/8" 11-5/8"

TAG(0)(1)(2)(3)(4)

RATING CLASSIFICATIONNON-RATED PARTITION (NO NUMBER PRESENT)60 MIN FIRE-RESISTANCE RATED PARTITION 120 MIN FIRE-RESISTANCE RATED PARTITION180 MIN FIRE-RESISTANCE RATED PARTITION240 MIN FIRE-RESISTANCE RATED PARTITION

PLAN VIEW

4

WOOD STUD WIDTHS:

TAG468

STUD WIDTH3-1/2" STUD 5-1/2" STUD7-1/4" STUD

TAG12346

STUD WIDTH1-5/8" STUD2-1/2" STUD3-5/8" STUD 4" STUD / 4" C-H STUD6" STUD / 6" C-H STUD

METAL STUD WIDTHS:

ASSEMBLY GENERAL NOTES1. THESES ASSEMBLIES AND NOTES SUPPLEMENT THE DRAWINGS AND SPECIFICATIONS, WHICH SHALL BE

REFERENCED FOR ADDITIONAL REQUIREMENTS2. GENERAL:

a. ASSEMBLY THICKNESSES NOTED IN ASSEMBLY DETAILS ARE ROUNDED TO THE NEAREST 1/8”b. ALL PARTITIONS TO BE TYPE ‘W4” UNLESS NOTED OTHERWISEc. PROVIDE TYPE ‘X” GYP BOARD AT ALL ASSEMBLIES UNLESS NOTED OTHERWISEd. PAPERLESS, COATED FIBERGLASS MAT WATER-RESISTANT GYP BOARD SHALL BE INSTALLED ON THE

OUTER LAYER OF ALL ASSEMBLIES THAT ARE SCHEDULED TO RECEIVE TILE OR ANY MATERIAL THAT IS SECURED WITH ADHESIVES OR THIN-SET MORTARS; REFER TO FINISH SCHEDULE/PLANS FOR SUCH LOCATIONS

e. PROVIDE ½” (MIN) CEMENT BOARD AT ALL SHOWER AND TUB LOCATIONS; EXTEND 12” (MIN) BEYOND WET AREAS, AS DEFINED BY SHOWER GLASS, CURTAIN, OR TUB EDGE

f. MOISTURE-RESISTANT GYP BOARD SHALL BE USED AT ALL STAIR SHAFTS, ELEVATORS SHAFTS, HVAC SHAFTS, PLUMBING CHASES, EXTERIOR WALLS, JANITORS’ CLOSETS, AND OTHER AREAS WHERE MOISTURE COULD OCCUR; ALSO PROVIDE MOISTURE-RESISTANT GYP BOARD AS SCHEDULED AND/OR NOTED IN DRAWINGS AND SPECIFICATIONS

g. PROVIDE ALL INTERIOR WALLS WITH SOUND ATTENUATED FIBERGLASS BATTS (SAFB), UNO; PROVIDE 2”SAFB THICKNESS AT STUDS EQUAL OR LESS THAN 3” WIDTH AND 3” SAFB THICKNESS AT STUDS EQUAL OR GREATER THAN 3-1/2” WIDTH; ALL WALLS CONTAINING SAFB SHALL BE PROVIDED WITH ACOUSTICAL SEALANT AT FULL PERIMETER OF WALL – FIRE RATINGS SHALL SUPERSEDE SEALANT TYPE

h. BRACE ALL ASSEMBLIES AS REQUIRED DURING CONSTRUCTION; THESE DRAWINGS/ASSEMBLIES REPRESENT FINAL CONDITIONS ONLY

i. PROVIDE BRACING TO STRUCTURE FOR ALL PARTITIONS THAT DO NOT RUN TO UNDERSIDE OF STRUCTURE ABOVE

j. FURNISH AND INSTALL BLOCKING AS REQUIRED FOR WALL-ATTACHED ITEMS; PROVIDE FIRE-RETARDANT-TREATED WOOD IN RATED WOOD STUD WALLS; COORDINATE WITH OWNER FOR OWNER-PROVIDED AND -FURNISHED ITEMS THAT ARE INDICATED IN DRAWINGS

k. CONTROL JOINTS IN GYP BOARD, PLASTER, MASONRY AND BRICK ASSEMBLIES SHALL BE LOCATED AS INDICATED IN DRAWINGS AND/OR AS DESCRIBED IN SPECIFICATIONS

l. FURRING ASSEMBLIES SHALL EXTEND 6” (MIN) ABOVE SCHEDULED CEILING HEIGHT

4W(1)B

3M(1)

TAG0123

STUD WIDTH7/8" FURRING 1-5/8" FURRING 2-1/2" STUD3-5/8" STUD

FURRING WIDTHS:

(1)a

RATED PARTITION GENERAL REQUIREMENTS:THE FOLLOWING DESCRIPTIONS ARE GENERAL REQUIREMENTS OF EACH ASSEMBLY TYPE AND ARE INTENDED FOR CLARIFICATION OF CODE INTENT AND CONSTRUCTION METHODOLOGIES ONLY; ANY DESCRIPTIONS HEREIN SHALL NOT SUPERSEDE CODE REQUIREMENTS.

IBC SECTION 705 – EXTERIOR WALLSIBC SECTION 706 – FIRE WALLSIBC SECTION 707 – FIRE BARRIERSIBC SECTION 708 – FIRE PARTITIONSIBC SECTION 708 – SMOKE BARRIERSIBC SECTION 710 – SMOKE PARTITIONSIBC SECTION 711 – HORIZONTAL ASSEMBLIESIBC SECTION 712 – VERTICAL OPENINGSIBC SECTION 713 – SHAFT ENCLOSURESIBC SECTION 714 – PENETRATIONSIBC SECTION 715 – FIRE-RESISTANT JOINT SYSTEMSIBC SECTION 716 – OPENING PROTECTIVESIBC SECTION 718 – CONCEALED SPACES

ASSEMBLY TAG COMPONENTS:

FIRE RATING LEGEND:

WIDTH LEGENDS:

ASSEMBLY GENERAL NOTES (CONTINUED)3. ASSEMBLY RATINGS:

a. UL ASSEMBLY INFORMATION CORRESPONDS AND REFERS TO SPECIFIC UL-TESTED ASSEMBLIES; UL ASSEMBLIES SHOWN HAVE BEEN EDITED FOR INTENDED CONSTRUCTION; REFER TO FULL UL PRODUCT SPECS FOR ADDITIONAL AND/OR ALTERNATE CONSTRUCTION METHODOLOGIES – ANY VARIATION FROM DRAWN ASSEMBLIES SHALL BE APPROVED BY ARCHITECT PRIOR TO INSTALLATION

b. REFER TO PARTITION TAGS IN FLOOR PLAN FOR FIRE RATINGS OF INDIVIDUAL PARTITIONS

c. REFER TO CODE PLANS FOR APPLICABLE ASSEMBLY RATING REQUIREMENTS THROUGHOUT BUILDING; IF NOTED IN CODE PLAN THAT STRUCTURE AND/OR BEARING WALLS ARE TO BE RATED, SAID WALLS SHALL BE CONSTRUCTED TO MATCH THE RATING LISTED

d. IF, PER CODE PLAN, THE “PRIMARY STRUCTURAL FRAME” IS REQUIRED TO CARRY A RATING, RATED ELEMENTS SHALL INCLUDE ALL COLUMNS, STRUCTURAL MEMBERS CONNECTED TO COLUMNS, FLOOR AND ROOF CONSTRUCTION CONNECTED TO COLUMNS, AND ANY BRACING MEMBERS ESSENTIAL TO VERTICAL STABILITY OF THE PRIMARY STRUCTURAL FRAME, WHICH INCLUDES LOAD BEARING WALLS AND SHEAR WALLS; REFER TO DRAWINGS AND DETAILS FOR SPECIFIC INSTANCES AND CONDITIONS

e. PROVIDE UL-COMPLIANT FIRE- AND SMOKE-STOP SYSTEMS AT ALL HEAD-OF-WALL / BOTTOM-OF-WALL CONDITIONS, FOR ALL PENETRATIONS, AND AS SPECIFICALLY SHOWN/SCHEDULED; FIRE AND SMOKE STOP SYSTEMS SHALL MATCH RATING OF ASSEMBLY (MIN)

f. SMOKE BARRIERS SHALL BE CONSTRUCTED TO RESIST THE PASSAGE OF AIR AT A RATE NOT TO EXCEED 5.0 CMF/SF AT BOTH AMBIENT TEMPERATURES AND AT 400 DEG F AT A PRESSURE DIFFERENTIAL OF 0.30” WATER COLUMN

g. PROVIDE THE APPROPRIATE HEAD CONNECTION DETAIL FOR EACH PARTITION, BASED ON FIRE RATING AND CONNECTION CONDITION AT DECK OR BEAM ABOVE, WHETHER PARALLEL OR PERPENDICULAR TO CONDITIONS ABOVE

h. ANY PENETRATIONS THROUGH FIRE RATED ASSEMBLIES SHALL COMPLY WITH UL W-L-1001 PROPRIETARY SPECIFICATION FROM 3M AND COMPLY WITH 2015 IBC REQUIREMENTS IN SECTION 714 - PENETRATIONS

ASSEMBLY GENERAL NOTES (CONTINUED)4. STRUCTURAL COORDINATION:

a. REFER TO STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ALL APPLICABLE DESIGN CRITERIA, LOADING STANDARDS, AND REINFORCING REQUIREMENTS

b. ALL BRACING AND UNBRACED LENGTHS OF METAL STUDS SHALL BE DESIGNED AND BASED ON SSMA (STEEL STUD MANUFACTURERS ASSOCIATION) PRODUCT TECHNICAL GUIDE; SEE ALSO STRUCTURAL DRAWINGS AND SPECIFICATIONS

c. STUD DEFLECTION SHALL BE BASED ON L/240 (UNO) FOR ALL ASSEMBLIES WITH TILE OR STONE AND AT ELEVATORS WALLS; SEE ALSO STRUCTURAL DRAWINGS

1

UL U419 M 1HR, 2HR, 3HR, OR 4HRNON-BEARING WALL

FLOOR AND CEILING RUNNERS: CHANNEL SHAPED, FABRICATED FROM 25 MSG (MIN) CORROSION-PROTECTED STEEL, MIN DEPTH TO ACCOMMODATE STUD SIZE, WITH 1-1/4" (MIN) LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS @ 24" O.C. MAX

STEEL STUDS: CHANNEL SHAPED, FABRICATED FROM 25 MSG (MIN) CORROSION-PROTECTED STEEL, MIN DEPTH AS INDICATED UNDER ITEM #5 (BELOW) @ 24" O.C. MAX; CUT STUDS 3/8" TO 3/4" LESS THAN ASSEMBLY HEIGHT

BATTS AND BLANKETS*: ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING FOR SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE

*GYPSUM BOARD: 5/8" (NOM) TYPE 'X' GYPSUM PANELS W/ BEVELED, SQUARE OR TAPERED EDGE, APPLIED VERTICALLY OR HORIZONTALLY; VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS; VERTICAL JOINTS IN MULTI-LAYER SYSTEMS STAGGERED ONE STUD CAVITY; HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN MULTI-LAYER SYSTEMS STAGGERED 12" MIN; THICKNESS AND NUMBER OF LAYERS FOR 1HR, 2HR, 3HR AND 4HR RATINGS ARE AS FOLLOWS:

1

UL ASSEMBLY INFORMATION (*PRODUCT SHALL BEAR UL CERTIFICATION MARK):

BOTTOM OF STRUCTURE; REF DTLS FOR BRACING AND SECURING TO STRUCTURE

VARIES

1/8" (MIN) POWDER ACTUATED FASTENER WITH 1-1/4" (MIN) EMBEDMENT INTO SLAB, TYP, WITHIN 1'-0" OF ENDS AND AT 16" OR 24" OC TO MATCH STUD SPACING, UNOCONT ACOUSTICAL SEALANT AT BOTH SIDES OF BASE TERMINATION OF PARTITION, TYP; PROVIDE FIRE CAULKING WHERE REQUIRED FOR FIRE RATED PARTITIONCONCRETE FLOOR SLAB, UNO

CONT ACOUSTICAL SEALANT AT BOTH SIDES OF TOP TERMINATION OF PARTITION, TYP; PROVIDE FIRE CAULKING WHERE REQUIRED FOR FIRE RATED PARTITION

LINE OF CEILING, W.O.; REF RCPs, TYP

SECTION VIEW

PLAN VIEW

2

4

5

5

4

1

NOTE: THIS WALL MAY BE USED IN NON-RATED CONDITIONS - REFER TO PLANS FOR RATING REQUIREMENTS; IF WALL IS TO BE RATED, ALL REQUIREMENTS OF THE UL U419 ASSEMBLY SHALL BE MET

DEFLECTION TRACK APPROPRIATE FOR STUD SIZE, TYP AT ALL CONNECTIONS TO STRUCTURE

WEB STIFFENER, W.O. AND AS REQ'D BY STRUCTURAL ENGINEER

2

4

5

RATING (HR)

GYP BOARD PROTECTION ON EACH SIDE OF WALL:

ITEM #2 - MIN STUD DEPTH (IN)

1234

3-1/2"1-5/8"1-5/8"1-5/8"

ITEM #5 - NUMBER OF LAYERS ON EACH SIDE OF STUD(1) LAYER(2) LAYERS(3) LAYERS(4) LAYERS

ITEM #4 - MIN INSULATION THICKNESS (IN)OPTIONALOPTIONALOPTIONALOPTIONAL

FASTENERS (NOT SHOWN): TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS• SINGLE-LAYER SYSTEMS: 1" LONG; SPACING FOR HORIZONTALLY-INSTALLED PANEL: 8" O.C.;

SPACINF FOR VERTICALLY-INSTALLED PANELS: 8" O.C. ALONG VERTICAL AND BOTTOM EDGES AND 12" O.C. IN FIELD

• TWO-LAYER SYSTEMS: LAYER 1 - 1" LONG @ 16" O.C.; LAYER 2 - 1-5/8" LONG @ 16" O.C. W/ SCREWS OFFSET 8" FROM FIRST LAYER

• THREE-LAYER SYSTEMS: LAYER 1 - 1" LONG @ 24" O.C.; LAYER 2 - 1-5/8" LONG @ 24" O.C.; LAYER 3 -2-1/4" LONG @ 12" O.C. W/ SCREWS OFFSET 6" (MIN) FROM LAYER BELOW

• FOUR-LAYER SYSTEMS: LAYER 1 - 1" LONG @ 24" O.C.; LAYER 2 - 1-5/8" LONG @ 24" O.C.; LAYER 3 -2-1/4" LONG @ 24" O.C.; LAYER 4 - 2-5/8" LONG @ 12" O.C. W/ SCREWS OFFSET 6" (MIN) FROM LAYER BELOW

JOINT TAPE AND COMPOUND (NOT SHOWN): VINYL OF CASEIN, DRY OR PREMISED JOINT COMPOUND APPLIED IN TWO COATS TO JOINS AND SCREW HEADS OF OUTER LAYERS; NOM 2" WIDE PAPER TAPE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS

CAULKING AND SEALANTS* (NOT SHOWN): BEAD OF ACOUSTICAL SEALANT APPLIED AROUND PARTITION PERIMETER FOR SOUND CONTROL

6

8

10

1

ADDITIONAL LAYERS OF GYP, WHERE REQUIRED, SHOWN DASHED; REFER TO PLANS FOR FIRE RATING REQUIREMENTS

4

SYSTEM4-LAYER

4-LA

YER

SYST

EM

SYST

EM1-

LAYE

R

1/8" (MIN) POWDER ACTUATED FASTENER WITH 1-1/4" (MIN) EMBEDMENT INTO SLAB, TYP, WITHIN 1'-0" OF ENDS AND AT 16" OR 24" OC TO MATCH STUD SPACING, UNO

METAL STUD RUNNER TRACK, SIZED TO ACCOMODATE SCHEDULED METAL STUD SIZE

CONCRETE FLOOR SLAB, UNO


SECTION VIEW

METAL STUD RUNNER TRACK, TYP; PROVIDE DEFLECTION TRACK IF TOP OF FURRING ASSEMBLY IS SECURED TO STRUCTURE ABOVE

PLAN VIEW

6" M

IN

SUBSTRATE / DISSIMILAR MATERIAL; FURRING CONSTRUCTED 'TIGHT' TO SUBSTRATE, TYP., UNO

5/8" TYPE 'X' GWB

SAFB IN CAVITY, THICKNESS AS DETERMINED BY STUD SIZE

VARIES

*NOTE: FURRING CAVITY MAY BE USED AS CHASE FOR MEP; REFER TO MEP DRAWINGS

SUBSTRATE / DISSIMILAR MATERIAL; FURRING CONSTRUCTED 'TIGHT' TO SUBSTRATE, TYP., UNO

METAL STUD FRAMING @ 24" O.C., TYP.; PROVIDE ADDITIONAL BLOCKING AS REQUIRED FOR ANYTHING MOUNTED TO WALL, TYPICAL

Fa FURRING - METAL STUDNON-RATEDCOLUMN WRAPUL - Y725

NORMAL WEIGHT OR LIGHTWEIGHT CONCRETE — NORMAL WEIGHT CONCRETE CARBONATE OR SILICEOUS AGGREGATE, 3500 PSI COMPRESSIVE STRENGTH, VIBRATED. LIGHTWEIGHT CONCRETE, EXPANDED SHALE, OR SLATE AGGREGATE BY ROTARY-KILN METHOD, OR EXPANDED CLAY AGGREGATE BY ROTARY-KILN OR SINTERED-GRATE METHOD, 3000 PSI COMPRESSIVE STRENGTH, VIBRATED, 4 TO 7 PERCENT ENTRAINED AIR.

WELDED WIRE FABRIC — 6 X 6, 10 X 10 SWG.

STEEL FLOOR AND FORM UNITS — COMPOSITE 1-1/2, 1-5/8, 2 OR 3 IN. DEEP GALV UNITS OR 4-1/2 IN. DEEP NONCOMPOSITE GALVANIZED UNITS. FLUTED UNITS MAY BE UNCOATED OR PHOSPHATIZED/PAINTED. MIN GAUGES ARE 22 MSG FOR FLUTED AND 20/20 MSG FOR CELLULAR UNITS.(1) ALL 18, 24, 26, 28 OR 36 IN. WIDE CELLULAR.(2) ALL FLUTED.(3) ONE OR TWO 3 IN. DEEP, 12 IN. WIDE, 18/18 MSG MIN CELLULAR UNITS, ALTERNATING WITH 3 IN. DEEP FLUTED OR OTHER CELLULAR.(4) ANY BLEND OF FLUTED AND 18, 24, 26, 28, OR 36 IN. WIDE CELLULAR.(5) 3 IN. DEEP, 30 IN. WIDE CELLULAR WITH 8-1/8 IN. WIDE VALLEY ALONG SIDE JOINTS MAY BE USED WHEN 3/8 IN. DIAM REINFORCINGBARS ARE PLACED 1-1/2 IN. TO EACH SIDE OF SIDE JOINTS AND 1 IN. ABOVE BOTTOM OF UNIT.(6) CORRUGATED, 1-5/16 IN. DEEP, 30 IN. WIDE, 24 MSG MIN GALV UNITS WITH SHEAR WIRES FACTORY WELDED TO DECK CORRUGATIONS. WELDED TO SUPPORTS 12 IN. OC. THROUGH WELDING WASHERS. FOR SHEAR WIRE SPACING OF 8 IN. OR LESS THE STEEL DECK STRESS SHALL NOT EXCEED 20 KSI. FOR SHEAR WIRE SPACING GREATER THAN 8 IN. OC. BUT LESS THAN OR EQUAL TO 12 IN. OC., STEEL DECK STRESS SHALL NOT EXCEED 12 KSI.

SPRAY-APPLIED FIRE RESISTIVE MATERIALS — APPLIED BY MIXING WITH WATER AND SPRAYING IN MORE THAN ONE COAT TO THE BEAM TO THE FINAL THICKNESSES SHOWN BELOW. DECK CREST AREAS SHALL BE FILLED WITH SPRAY-APPLIED FIRE RESISTIVE MATERIALS ABOVE THE BEAM. BEAM SURFACES MUST BE CLEAN AND FREE OF DIRT, LOOSE SCALE AND OIL. MIN AVG AND MIN IND DENSITY OF 15/14 PCF RESPECTIVELY. MIN AVG AND MIN IND DENSITY OF 19/18 PCF RESPECTIVELY FOR TYPES 7GP AND 7HD. FOR METHOD OF DENSITY DETERMINATION, SEE DESIGN INFORMATION SECTION.

1


2

4

3

SPRAY-APPLIED FIRE RESISTIVE MATERIALS — APPLIED BY MIXING WITH WATER AND SPRAYING IN MORE THAN ONE COAT TO THE THICKNESSES SHOWN BELOW, TO STEEL SURFACES WHICH ARE CLEAN AND FREE OF DIRT, LOOSE SCALE, AND OIL. MIN AVG AND MIN IND DENSITY OF 15/14 PCF RESPECTIVELY. MIN AVG AND MIN IND DENSITY OF 25/23 PCF RESPECTIVELY FOR TYPE HI-5. MIN AVG AND MIN IND DENSITY OF 19/18 PCF RESEPECTIVELY FOR TYPES 7GP AND 7HD. FOR METHOD OF DENSITY DETERMINATION, SEE DESIGN INFORMATION SECTION, SPRAYED MATERIAL.

METAL LATH — (OPTIONAL FOR CONTOUR APPLICATION)—3.4 LB/SQ YD GALVANIZED OR PAINTED EXPANDED STEEL LATH. LATH SHALL BE LAPPED 1 IN. AND TIED TOGETHER WITH NO. 18 SWG GALVANIZED STEEL; WIRE SPACED VERTICALLY 6 IN. O.C.

STEEL COLUMN — WIDE FLANGE STEEL COLUMN.

1


2

3

ALL SPRAY APPLIED FIRE RESISTIVE MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH SECTION 704.13.1 THROUGH 704.13.5 OF THE 2015 IBC. REFERENCE SPECIFICATION SECTION 07 81 00 "APPLIED FIREPROOFING" FOR MORE INFORMATION.

FLOOR ASSEMBLYUL - D949

TO O

UTL

ET48

" MAX

TO O

UTL

ET48

" MAXTO

REF

L. S

UR

FAC

E40

" MAX

38"

24" S

TD

MIRROR SOAP DISPENSER PAPER TOWEL DISPENSER

24" S

TD

15" -

48" 48

" MAX

48" M

AX30

" STD

TOILET PAPER DISPENSER

TOILET PAPER HOLDER

SANITARY NAPKIN DISPOSAL

SANITARY NAPKIN DISPENSER

56" MIN. @ WALL-HUNG TOILET59" MIN. @ FLOOR-MOUNTED TOILET

58"

12"

15"

7"

TOILET PARTITION WHERE OCCURS

42" 12" 6" 36"

18"16"~

36"

19"

33"~

17"~

MIN

1 1/

2"

~ 9"

MAX

HC

17"

17"

STD.

24"

42"

12"

24"

34"

15"

MAX.

MIN.

WATER CLOSET SIDE WALL

1 1/2" DIA. GRAB BAR WITH 1 1/2" GAP FROM WALL

WATER CLOSET BACK WALL

URINAL

H.C.

TOILET PAPER MOUNTING AREA -PROVIDE BLKG

18" S

TD

URINAL SCREEN WHERE OCCURS

LAVATORY OR VANITY SINK

27"

MIN. OFFSET

WASTE

ACCESSIBLE SINK BOWL 6 1/2" DEEP

RESTROOM ACCESSORIESPLUMBING FIXTURES AND ACCESSORIES

60" MIN

9"

6"

TOE SPACE

9"

6"

COUNTER WHERE OCCURS

GRAB BARS TO BE STAINLESS STEEL - PROVIDE SOLID BLOCKING W/ SUFFICIENT ANCHORAGE TO SUPPORT 250 LBS CONCENTRATED LOAD TYP.

18"

40"

40"

15"-

48"

BABY CHANGING STATION

27" M

IN

28" M

IN T

O 3

4" M

AXIM

UM

BOTTOM OF STRUCTURE; REF DTLS FOR BRACING AND SECURING TO STRUCTURE

WALL ANCHORING AS REQUIRERD BY STRUCT

FULL HEIGHT BASE COURSE OF CMU, TYP AT ALL WALLS, UNO

CONCRETE FLOOR SLAB, UNO

PLAN VIEW

VERT REINFORCING AS REQUIRED BY STRUCT

1/2" DRY-PACKED MORTAR BED, TYP; REF STRUCT FOR TYP REQUIREMENTS


SECTION VIEW

WALL FURRING, W.O.; REF PLANS

HORIZONTAL REINFORCING AS REQUIRED BY STRUCT

FILL ALL VOIDS COMPLETELY PER MODIFIER, W.O.

WHERE WALL FURRING ON CMU OCCURS, PARTITION FRAMING AND FINISH SHALL EXTEND 4" (MIN) ABOVE CEILING HEIGHT

NOTE: REF SPECIFICATIONS FOR ADDITIONAL CMU INFORMATION, INCLUDING BUT NOT LIMITED TO BOND PATTERN, CMU TYPE AND FINISH, MORTAR REQUIREMENTS, ETC.

BOND BEAM AT TOP FULL COURSE OF CMU; REF STRUCT FOR REINFORCING REQUIREMENTS; GROUT SOLID ALL CMU COURSES ABOVE BOND BEAM

VERT & HORIZ REINFORCING AS REQUIRED BY STRUCT; REFERENCE SPECS

JOINT FINISH PER SPECIFICATION

5 5/8"

MIN

(VAR

IES)

UL U905 Ca 2HR BEARING OR NON-BEARING WALL

1

1

2

2

4

1

2

4

*CONCRETE BLOCKS: VARIOUS DESIGNS; CLASSIFICATION D-2 (2HR)

MORTAR: BLOCKS LAID IN FULL BED OF MORTAR 2 3/8" THICK (NOM), MIXED OF NOT LESS THAN 2-1/4 AND NOT MORE THAN 3-1/2 PARTS OF CLEAN SHARP SAND TO 1 PART PORTLAND CEMENT (PROPORTIONED BY VOLUME) AND NOR MORE THAN 50 PERCENT HYDRATED LIME (BY CEMENT VOLUME); VERTICAL JOINTS STAGGERED

LOOSE MASONRY FILL: REFER TO DRAWINGS AND SPECS FOR REQUIREMENTS FOR LOOSE MASONRY FILL. IF ALL CORE SPACES ARE FILLED WITH A.) LOOSE, DRY, EXPANDED SLAG, B.) EXPANDED CLAY OR SHALE (ROTARY KILN PROCESS), C.) WATER REPELLANT VERMICULITE MASONRY FILL INSULATION, OR D.) SILICONE TREATED PERLITE LOOSE FILL INSULATION, ADD 2HR TO RATING CLASSIFICATION

1


2

4

UL W-L-1001

WALL ASSEMBLY: A 1-, 2-, 3-, OR 4-HR FIRE-RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER OF INDIVIDUAL U300 OR U400 SERIES WALL OR PARTITION DESIGNS, AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES:

1A. STUDS: WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS (MAX 2HR FIRE RATING) OR STEEL CHANNEL STUDS

• WOOD STUDS: 2X4 (NOM) LUMBER @ 16" O.C. WITH 2X4 PLATES AND CROSS-BRACING• STEEL STUDS: 3-5/8" BY 1-3/8" (MIN) CHANNELS @ 24" O.C. (MAX)

1B. *GYPSUM BOARD: 1/2" OR 5/8" (NOM) THICK IN 48" WIDTHS WITH SQUARE OR TAPERED EDGES, INSTALLED IN ACCORDANCE WITH INDIVIDUAL U300 OR U400 SERIES DESIGNS

THROUGH-PENETRANT: ONE METALLIC PIPE, CONDUIT, OR TUBING INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM; ANNULAR SPACE BETWEEN PENETRANT AND PERIPHERY OF OPENING SHALL BE 0", MIN, TO 2", MAX; PENETRANT TO BE RIDIGLY SUPPORTED ON BOTH SIDES OF WALL ASEMBLY; FOLLOWING TYPES/SIZES MAY BE USED• STEEL PIPE: 24" (NOM) DIA (OR SMALLER), SCHEDULE 10 (OR HEAVIER) STEEL PIPE• IRON PIPE: 24" (NOM) DIA (OR SMALLER), SERVICE WEIGHT (OR HEAVIER) CAST IRON SOIL PIPE• IRON PIPE: 12" (NOM) DIA (OR SMALLER), CLASS 50 (OR HEAVIER) DUCTILE IRON PRESSURE PIPE• CONDUIT: 6" (NOM) DIA (OR SMALLER) STEEL CONDUIT• CONDUIT: 4" (NOM) DIA (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING• COPPER TUBING: 6" (NOM) DIA (OR SMALLER) TYPE L (OR HEAVIER ) COPPER TUBING• COPPER PIPE: 6" (NOM) DIA (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE• *FLEXIBLE METAL PIPING: PROPRIETARY - SEE FULL UL LISTING FOR OPTIONS

*FILL, VOID OR CAVITY MATERIAL - CAULK OR SEALANT: MIN CAULK THICKNESS AS NOTED IN TABLE BELOW PER ASSEMBLY RATING, APPLIED WITHIN ANNULUS, FLUSH WITH BOTH SURFACES OF WALL; MIN 1/4" DIA BEAD OF CAULK APPLIED TO GYP BOARD/PENETRANT INTERFACE AT POINT OF CONTACT LOCATION ON BOTH SIDES OF WALL

THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE. THE HOURLY T RATING OF THE FIRESTOP SYSTEM IS DEPENDENT UPON THE TYPE OR SIZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, AS SHOWN IN THE FOLLOWING TABLE.

1

2

3

2


X 1HR, 2HR, 3HR, OR 4HR THRU-PENETRATION FIRESTOP SYSTEM

HR RATING1234

CAULK THICKNESS5/8" MIN1-1/4" MIN1-7/8" MIN2-1/2" MIN

MAX PENETRANT DIA (INCHES)1"1"4"6"12"

F RATING (HR)1 OR 23 OR 41 OR 23 OR 41 OR 2

T RATING (HR)0+, 1 OR 2

3 OR 4000

NOTE: WHEN COPPER PIPE IS USED, T RATING IS 0 HR

PROPRIETARY

A

A

SECTION A-A

PENETRANTELEVATION VIEW

1B

1A

2

33

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GENERAL INFORMATION

G2.L-002

Autho

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1

SUBMISSION DATES

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CODE SYMBOLS:

EXIT

FE FIRE EXTINGUISHER, BRACKET MOUNTED

1-HR CORRIDOR

2-HR SEPARATION

1-HR SEPARATION

OCCUPANTS AT EXIT/EXIST ACCESS200

FEC FIRE EXTINGUISHER - RECESSED CABINET

FP FIRE PULL STATIONS

195

168

16

140

4543 SF15SF/OCC

303

UP

DN

211

83

105

83

UP

DN

106105

FE

FP

FEC

FE

FP

FE FE

FPFE

FE

FP

CALC. REQ WIDTH = 34" MINEXIST = ~36"


FEC

CALC. REQ WIDTH = 21" MIN, EXIST = ~36"

CALC. REQ WIDTH = 16.6" MIN, EXIST = ~36"

INSTALL FACP SIGN TO DOOR, PER SECTION 509 OF 2015 IFC

OFFICE CONFERENCE CLASSROOM STORAGE AND MECH UNOCCUPIED ACCESSARY AND CIRCULATION

83

80

80





NEW 2 WAY COMM. SYSTEM MAIN BASE STATION, SHALL OPERATE PER 1009.8.1 OF 2015 IFC

Stair 1

KNOX BOX

ELEV RECALL CONTROLS

DOOR TO BE REPLACED W/ 45 MIN RATED DOOR

90 MIN RATED DOOR TO REMAIN

FIRE SEAL ALL PENETRATIONS ABOVE CEILING

EXIST 44" FIRE RATED DOOR TO REMAIN, NO WORK

Equip Room104

Corridor105

E104a

E105b

E102a

E105a

E105c

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CODE PLAN - FIRST FLOOR

G2.L-101

Autho

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0' 4' 8' 16' 32'

THE FIRST FLOOR WILL NOT BE OCCUPIED EXCEPT FOR THE ENTRANCE LOBBY AND ELEVATOR LOBBY AFTER SECOND FLOOR WORK IS COMPLETED. A CODE PLAN FOR THE FIRST FLOOR WILL BE SUBMITTED TO THE CITY BEFORE ANY NEW OCCUPANTS MOVE INTO THE SPACE.

FIRST FLOOR CODE INFO:

OCCUPANCY: BUSINESS

TOTAL FLOOR AREA: 22,200 SF GROSS

NON-OCCUPIED SPACE: 16,939 SF

MECH/STORAGE: 1,233 SF

AREA:

LOBBY/WAITING: 1,168 SF

EGRESS:

MINIMUM STAIR WIDTH: N/A

MAXIMUM TRAVEL TO EXIT ACCESS W/ ONE EXIT: 75 FEET

ELEVATOR LOBBIES AND HOISTWAY PROTECTION:

(IBC TABLE 1006.2.1)

(IBC 1005.3.1)

(IBC 304.1)

(IBC 3006)

HOISTWAY OPENING PROTECTION IS REQUIRED PER IBC 3006.2 - 1

HOISTWAY OPENING PROTECTION IS REQUIRED ON ALL LEVELS

HOISTWAY OPENING PROTECTION OPTIONS PER IBC 3006.3

3. PROVIDE SMOKE AND DRAFT CONTROL DOOR PER IBC 716.5.3.1 AND UL 1784 W/ OUT ARTIFICIAL BOTTOM SEAL

NON SPRINKLED

EXIT ACCESS TRAVEL DISTANCE: 200 FEET (IBC TABLE 1017.2)

OCCUPANT LOAD:

LOBBY/WAITING: 4,543 SF / 15 SF PER OCCUPANT = 303

UNOCCUPIED SPACE: N/A SF

MECH/STORAGE: 1,233 SF / 300 SF PER OCCUPANT = 4

TOTAL OCCUPANT LOAD: 307 (IBC TABLE 1004.1.2)

NON OCCUPIABLE/ CIRCULATION: N/A SF

NON OCCUPIABLE/ CIRCULATION: 2,860 SF

SCALE: 1/8" = 1'-0"A3 First Floor Code Plan

MINIMUM FIXTURE COUNT:

WATER CLOSETS:

LAVATORIES:

DRINKING FOUNTAINS:

MEN = 5 REQD/ 4 PROVIDED WOMEN = 5 REQD/ 5 PROVIDED

6 REQD/ 8 PROVIDED

1 HC REQD/ 1 HC PROVIDED

4 REQD/ 2 PROVIDED

1 ADA REQD/ 1 ADA PROVIDED

SERVICE SINK: 1 REQD/ 1 PROVIDED

(IBC TABLE 2902.1)

(IBC TABLE 2902.1)

1

1

1

SUBMISSION DATES

03/24/2020: 12:55:41 PM

QUIET ROOM

OFFICEOFFICEPRESIDENT

OFFICE

OFFICE214

STAIR 2

LAN ROOM211

MECHANICALROOM229

JANITOR

MENS227

WOMENS228

PIPE SPACEELECTRICAL

SERVICEELEVATOR HC RESTROOM

ELEVATOR LOBBY

ELEV NO 3

ELEV NO 2

ELEV NO 1

MAIL ROOM225

RISER ROOM

HUDDLE203

SMOKE CURTAIN PER UL 1784

SMOKE CURTAIN PER UL 1784

KEY CARD ACCESS ONLY UNLESS FIRE ALARM SIGNAL OR LOSS OF POWER


195

CALC. REQ WIDTH = 58.8" MIN IN STAIREXIST = ~48"

A.O.R.

A.O.

R.

196

EXISTING DRINKING FOUNTAIN TO BE REMOVED AND INFILLED

EXISTING DRINKING TO BE REMOVED AND INFILLED


RECEPTION216

KITCHEN221

STORAGE222

CONFERENCE220

HUDDLE210

HUDDLE213

STORAGE212

COLLABORATIONAREA207

TRAINING206

OPEN OFFICECALL CENTER

215

LAN HUB ROOM204

E231

E230

E227a E228a

E200a

E229

E224

E225

E226

E232

E200b

E200c

201a

201b

213a

213b

221a

220a

219a218a217a

223a

216a

214a

203a

212a

237a

TP TP TP TP TP TP TP TP

CONFERENCEROOM208

BREAK ROOM209

HUDDLE235

886 SF15SF/OCC

60

918 SF15SF/OCC

61

287 SF100SF/OCC

3

266 SF100SF/OCC

3

565 SF20SF/OCC

28

1473 SF100SF/OCC

15

293 SF300SF/OCC

1

218 SF100SF/OCC

3

226 SF100SF/OCC

3

715 SF300SF/OCC

3

6241 SF100SF/OCC

63

141 SF300SF/OCC

1

84 SF300SF/OCC

1

7657 SF100SF/OCC

77

696 SF300SF/OCC

3

70 SF300SF/OCC

1

168 SF300SF/OCC

1

307 SF300SF/OCC

2

216 SF100SF/OCC

3

109 SF100SF/OCC

2

591 SF100SF/OCC

6

149 SF100SF/OCC

2

151 SF100SF/OCC

2

474 SF15SF/OCC

32

292 SF100SF/OCC

3

217100SF/OCC

3

84 SF300SF/OCC

1

FEC

FEC

FEC

FP

FP

FE

PROVIDE TWO WAY COMMUNICATION SYSTEM AT AREA OF REFUGE WITHIN STAIRWELL

PROVIDE TWO WAY COMMUNICATION SYSTEM AT AREA OF REFUGE WITHIN STAIRWELL

OFFICE CONFERENCE CLASSROOM STORAGE AND MECH UNOCCUPIED ACCESSARY AND CIRCULATION

FEC

NEW STANDARD AND ADA HEIGHT DRINKING FOUNTAINS

SERVICEELEVATOR LOBBY

237

FE

AREA OF REFUGE SIGN

AREA OF REFUGE CALL BOX INSTRUCTIONAL SIGN

AREA OF REFUGE CALL BOX INSTRUCTION SIGN

AREA OF REFUGE SIGN

AREA OF REFUGE SIGN AND EXIT SIGN PER 1013.4

EXIT SIGN PER 1013.4

PROVIDE OCCUPANT LOAD SIGN PER 1004.3 OF 2015 IBC

PROVIDE OCCUPANT LOAD SIGN PER 1004.3 OF 2015 IBC

KEYCARD ACCESS ONLY UNLESS FIRE ALARM OR LOSS OF POWER


EXIT SIGN PER IBC 1013.4

STAIR 1

DIRECTIONAL SIGNAGE PER 1009.10

DIRECTIONAL SIGN PER 1009.10



FE

FE

FE

FE

OPEN OFFICES -ENGINEERING

236

CODE SYMBOLS:

EXIT

FE FIRE EXTINGUISHER, BRACKET MOUNTED

1-HR CORRIDOR

2-HR SEPARATION

1-HR SEPARATION

OCCUPANTS AT EXIT/EXIST ACCESS200

FEC FIRE EXTINGUISHER - RECESSED CABINET

FP FIRE PULL STATIONS

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CODE PLAN - SECONDFLOOR

G2.L-102

Autho

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SECOND FLOOR CODE INFO:

OCCUPANCY: BUSINESS

TOTAL FLOOR AREA: 27,500 SF

OFFICE: 21,500 SF

CLASSROOM: 557 SF

STORAGE AND ACCESSORY: 2,676 SF

AREA:

NON OCCUPIABLE/ CIRCULATION: 4,161 SF

MINIMUM FIXTURE COUNT:

WATER CLOSETS:

LAVATORIES:

DRINKING FOUNTAINS:

MEN = 4 REQD/ 4 PROVIDED WOMEN = 5 REQD/ 6 PROVIDED

6 REQD/ 8 PROVIDED

1 HC REQD/ 1 HC PROVIDED

4 REQD/ 2 PROVIDED

1 ADA REQD/ 1 ADA PROVIDED

SERVICE SINK: 1 REQD/ 1 PROVIDED

OCCUPANT LOAD:

CONFERENCE/ASSEMBLY: 2204 SF / 15 SF PER OCCUPANT = 147

OFFICE: 20,762 SF / 100 SF PER OCCUPANT = 208

CLASSROOM: 557 SF / 20 SF PER OCCUPANT = 28

STORAGE/ACCESSORY: 2,426 SF / 300 SF PER OCCUPANT = 8

EGRESS:

MINIMUM STAIR WIDTH: 58.8 REQ'D/ 42 PROVIDED

MAXIMUM TRAVEL TO EXIT ACCESS W/ ONE EXIT: 75 FEET

ELEVATOR LOBBIES AND HOISTWAY PROTECTION:

(IBC TABLE 1006.2.1)

(IBC 1005.3.1)

TOTAL OCCUPANT LOAD: 391 (IBC TABLE 1004.1.2)

(IBC 304.1)

(IBC TABLE 2902.1)

(IBC 3006)

HOISTWAY OPENING PROTEXTION IS REQUIRED PER IBC 3006.2 - 1

HOISTWAY OPENING PROTEXTION IS REQUIRED ON ALL LEVELS

HOISTWAY OPENING PROTECTION OPTIONS PER IBC 3006.3

3. PROVIDE SMOKE AND DRAFT CONTROL DOOR PER IBC 716.5.3.1 AND UL 1784 W/ OUT ARTIFICIAL BOTTOM SEAL

NON SPRINKLED

CONFERENCE: 557 SF

EXIT ACCESS TRAVEL DISTANCE: 200 FEET (IBC TABLE 1017.2)

0' 4' 8' 16' 32'

190308

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TO INCREASE THE ACCESSIBLILITY OF THE SECOND FLOOR THE OWNER WILL COMPLETE THE FOLLOWING MODIFICATIONS

1. THE SECOND DOOR LEADING INTO THE MAIN RESTROOMS WILL BE REMOVED.

2. THE JAMBS PROVIDED FOR THE SECOND DOORS LEADING INTO THE MAIN RESTROOMS WILL BE REMOVED AND REFINISHED. THIS WILL PROVIDE A WIDER ACCESS POINT INTO THE SPACE.

3. THE HARDWARE ON THE FIRST DOORS LEADING INTO THE MAIN RESTROOMS WILL BE ADJUSTED TO REQUIRE NO MORE THAN 5LB. OF FORCE TO OPEN.

4. THE LAVATORIES IN THE MAIN RESTROOMS WILL BE NO HIGHER THAN 2'-10" AND BE SPACED TO PROVIDE MORE CLEARANCE AT EACH FIXTURE.

(IBC TABLE 2902.1)(IPC 410.4)

PROJECT DESCRIPTION

THE ENTIRE SECOND FLOOR, 27,500 SF OF AN EXISTING TYPE 1A BUILDING AT 220 SE 6TH ST. IN TOPEKA, KS WILL BE REMODELED AND SERVE AS A B-BUSINESS OCCUPANCY.

11

1

1

1 1

1

1

1

1

1

1

1

1

1

1

1

SUBMISSION DATES

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1 2 3 4 5 6

G

F

E

D

C

B

A

8

EXIST METAL PARTITION TO REMAIN

10

10

CMU BLOCK WALL TO REMOVED, MAKE FLUSH W/ ADJACENT FACE OF BLOCK

8, NO PAINT PREP

13

2

REMOVE EXIST METAL PANEL FOR NEW DOOR, REUSE EXIST DOOR

12

EXIST AT&T SERVERS, DO NOT DISTURB, PROTECT DURING CONSTRUCTION

REMOVE EXIST METAL PANEL FOR NEW DOOR, REUSE EXIST DOOR

FV10

' - 2

1/4

"5'

- 0"

EXISTING BASE DIFFUSER FOR VAV SYSTEM TO REMAIN, TYP.

EXISTING VAV BOXES TO REMAIN, TYP.

12

SALVAGE METAL PARTITION AND STORE IN LOCATION APPROVED BY OWNER

6

6

61' -

0 1

/8"

6' - 0

"5'

- 0"

12

11

11

EXISTING BASE DIFFUSER FOR VAV SYSTEM TO REMAIN, TYP.

15

General Demolition Notes

1. THE BUILDING WILL CONTINUE TO BE OCCUPIED DURING CONSTRUCTION.2. SCHEDULE ANY LOUD OR DISRUPTIVE ACTIVITIES TO OCCUR DURING NORMAL BUSINESS

HOURS OR ANOTHER TIME APPROVED BY OWNER,3. SCHEDULE ANY DISRUPTION TO UTILITIES AND/OR SPRINKLER SYSTEM WITH OWNER 48

HOURS PRIOR TO OUTAGE.4. REMOVE AND SALVAGE ANY RAISED FLOORS INDICATED ON PLAN. 5. REMOVE AND SALVAGE ALL BLINDS. CLEAN AND REINSTALL AS PART OF TENANT

IMPROVEMENTS. REPLACE ANY MISSING OR DAMAGED BLINDS.6. AT THE END OF EACH WORK DAY CLEAN UP ALL DEBRIS, MATERIALS, OR OTHER MISC

CONDITIONS IN PUBLIC USE AREAS. 7. DEMOLITION CONTRACTOR IS REQUIRED TO VISIT THE SITE AND BECOME FAMILIAR TO

WITH THE PROJECT AND SCOPE OF WORK PRIOR TO THE COMENCEMENT OF WORK. CONTACT ARCHITECT IF CONDITIONS ON SITE DIFFER FROM THOSE ON THE PLANS.

8. DEMO EXIST CEILING GRID AND TILES. BRACE EXIST METAL PARTITIONS AS REQ. DEMO EXIST SOFFIT AT WINDOW HEADS.

9. PROTECT IDENTIFIED METAL PANEL PARTITIONS TO REMAIN. 10. SALVAGE FULL LENGTH MIRROR FROM PUBLIC RESTROOMS FOR REUSE, STORE IN

APPROVED STORAGE LOCATION PER OWNERS INSTRUCTIONS.

PLAN DEMOLITION NOTES

1 EXIST PARTITION TO REMAIN

2 EXIST DOOR TO REMAIN

3 REMOVE FURRING AT COLUMNS

4 REMOVE EXISTING FLOORING AND PREP FORNEW FLOORING

5 REMOVE EXISTING CEILING TILE, GRID AND ALLTIE WIRES

6 REMOVE EXIST DRINKING FOUNTAINS AND INFILL

7 REMOVE EXISTING STAIRS

DEMOLISHED

8 EXIST PLASTER ON CMU TO REMAIN, PREP FORPAINT

9 REMOVE EXISTING WALL SYSTEM

EXISTING TO REMAIN

10 REMOVE EXISTING DOOR AND FRAME

11 REMOVE EXISTING METAL PARTITION

12 EXIST ELEC EQUIPTMENT, REF ELECTRICALPLANS

13 SALVAGE EXIST RAISED FLOOR, RE-INSTALLWHERE INDICATED ON FLOOR PLAN

14 REMOVE EXIST STOREFRONT/CURTAIN WALLASSEMBLY

15 REMOVE ALL FLOOR MOUNTED ELECTRICALEQUIPMENT IN LAN HUB ROOM NORTH OFCOLUMN LINE D

16 REMOVE EXISTING SOFFIT

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F F

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D D

C C

B B

A A

VENT/WASTE +H20VENT/WASTE +H20


ELEV. NO 3

ELEV. NO 2

ELEV. NO 1

HC RESTROOM226

SERVICEELEVATOR

MAIL ROOM225RISER ROOM

224

PIPE SPACE

ELEVATOR LOBBY201

PRESIDENTOFFICE

217

OFFICE218

OFFICE219

QUIET ROOM223

MECHANICALROOM229

LAN ROOM211

HUDDLE203

WOMENS228

MENS227

JANITOR230

ELECTRICAL231

STAIR 20-2

OFFICE214

201a

201b


215


HALL

STAIR 1

203a

LAN HUB ROOM204

TRAINING206

HUDDLE210

STORAGE212

212a

237a

HUDDLE213

213a

213b

214a

CONFERENCE220

STORAGE222

KITCHEN221

RECEPTION216

E225

E224

E226

E231

E230

E227a E228a

E229

E232

E200

c

E200b

E200a

223a

221a

216a

217a 218a 219a

220a

GROUND232

MICROWAVE

ICE MAKER, TFCI

A2.L-701A4

19' - 11" 15' - 0" 11' - 11" 2' - 11"

49' - 9"

14' -

10"

15' -

2 3

/4"

15' - 1" 14' - 11"

14' -

9 3

/8"

15' -

2"

15' -

2"

14' -

10"

4' - 6

"5'

- 6"

20' - 0" 8' - 3" 16' - 9" 11' - 11" 2' - 11 1/4"

20' -

4"

19'-8

"

4' - 6

"5'

- 1 3

/8"

A2.L-701B4

A2.L-701B6

A2.L-701B4A2.L-701

B4

A2.L-701B4

A2.L-701B6

A2.L-701B6

A2.L-701B6

A2.L-701B4

A2.L-701B4

A2.L-701B4

A2.L-701B4

A2.L-701B4

A2.L-701B4

A2.L-701B4

A2.L-701B4

A2.L-701B4

A2.L-701B2

A2.L-701B2

A2.L-701D4

A2.L-701D6

A2.L-701A6

A2.L-701A6

A2.L-701A6

A2.L-701A4

A2.L-701D6

A2.L-701D6

A2.L-701D6

A2.L-701A2

A2.L-701A2

A2.L-701A2

A2.L-701A2

A2.L-701A2

A2.L-701A2

A2.L-701A6

A2.L-701A2

A2.L-701A1

EXISTING CONCRETE SLABTO REMAIN. PREPARE FORCARPET FLOORING

40' -

0"

3M(0)E 3M1S 3M(0)E

14' - 11" 10' - 3" 10' - 3" 24' - 7"

3M1S

3M(0)E3M(0)E

3M(0)E 3M(0)E

3M(0)E

3M(0)E

6M1S3M(0)E

3M(0)E

3M(0)E

3M(0)E

3M1S

3M1S

3M1S 3M(0)E

3M(0)E 3M(0)E

30' - 2" 31' - 0 3/8" 18' - 9 5/8"

ALIGNFINISH FACE

A2.L-102A3

CONFERENCEROOM208

HUDDLE235

210a

BREAK ROOM209

1' - 3

1/4

"

222A

3M1S

3M1S

2' - 1"

EXIST VMI PANEL TO REMAIN, ATTACH TO NEW CEILING GRID, PAINT

EXIST VMI PANEL TO REMAIN, ATTACH TO NEW CEILING GRID AS REQ, PAINT

E204

EXIST VMI PANEL TO REMAIN, ATTACH TO NEW CEILING GRID AS REQ, PAINT

KEY PAD

KEY PAD

E211

206a

CLEAR ANODIZED ALUM STOREFRONT ASSEMBLY, PROVIDE BOX BEAM BRACED TO STRUCTURE ABOVE

208a 208b

PROVIDE ACOUSTIC SOUND CURTAIN

A2.L-701B2

A2.L-701B2

A2.L-701B2

A2.L-701B2

A2.L-701B2

59' - 10 1/4"

EXISTING PLASTER ON CMU WALL TO REMAIN, PAINT

KEYPAD, REF ELECNEW CLEAR ANODIZED ALUM STOREFRONT ASSEMBLY W/ BOX BEAM ABOVE

NEW CLEAR ANODIZED ALUM STOREFRONT ASSEMBLY W/ MTL BOX BEAM ABOVE

EXIST

EXIST

EXIST

1Fa0E

3Fa0E

1Fa0E EXIST PLASTER ON CMU WALL TO REMAIN, PATCH AS REQ AND PAINT

EXIST CONCRETE SLAB TO REMAIN, PREPARE FOR CARPET FLOORING

EXIST VAV BOX TO REMAIN, PAINT AS SCHED

INSTALL SALVAGED PANEL & DOOR IN EXIST MTL PARTITION SYSTEM, MAINTAIN MIN REQ FLOOR CLEARANCE @ DOOR, MODIFY METAL PARTITION AS REQ

3M(0)E

A2.L-701B2

A2.L-701B2

5' - 0

"

4' - 0"

1Fa0E

3M(0)E

1Fa0E

3M(0)E3M(0)ENEW KEYPAD, REF ELEC.

A2.L-102A5

A2.L-102A1

A2.L-102C6

E250

NEW SURFACE MOUNTED SMOKE CURTAIN AT EXIST SERVICE ELEVATOR HOISTWAY

A5A2.L-402

A1A2.L-401

A2.L-601

D5

REF, TENANT FURNISHED, CONTRACTOR INSTALLED (TFCI)

2-WAY COMM., SIGN, REF ELEC

2-WAY COMM., SIGN, REF ELEC

206b

14' -

6"

1Fa0E1Fa0E

A2.L-701B2

PROVIDE DEDICATED STUD FOR STOREFRONT ASSEMBLY

A2.L-701D2

A2.L-701A4

3Fa0E 3Fa0E

1Fa0E 1Fa0E

1Fa0E 1Fa0E

A2.L-701A6

EXIST FLOOR PANEL TO BE SALVAGED, REF ELEC PLANS

19' - 5 1/4"

19' - 5 1/4"

A2.L-702A4

A2.L-702A2

A2.L-702A4

A2.L-702A2

SALVAGED RAISED FLOOR TO BE REINSTALLED AT LAN ROOM

SALVAGED RAISED FLOOR TO BE REINSTALLED AT LAN HUB ROOM

REINSTALL SALVAGED AND CLEANED BLINDS, REPLACE ANY MISSING OR DAMAGED BLINDS, TYP ALL WINDOWS

REINSTALL SALVAGED AND CLEANED BLINDS, REPLACE ANY MISSING OR DAMAGED BLINDS, TYP ALL WINDOWS

NEW DRINKING FOUNTAINS, 1 STANDARD HEIGHT, 1 ADA HEIGHT, REF G2.L-002 FOR MOUNTING HEIGHTS

INFILL AND MATCH EXIST CONST. AT ABANDONED DRINKING FOUNTAINS

INFILL AND MATCH EXIST CONST. AT ABANDONED DRINKING FOUNTAINS

NEW FLOOR FINISH, REF FINISH PLAN A3/A2.L-801

1Fa0E

FEC

FEC

FEC

FEC


237

A2.L-701D2


236

3M(0)E

3M(0)E

AREA OF REFUGE SIGN

AREA OF REFUGE SIGN

EXIT SIGN

1. DIMENSIONS ARE TAKEN IN THE FOLLOWING ORDERa.) STRUCTURAL GRID b.) FACE OF STUDc.) FACE OF CMUd.) FINISH FACE

2. IF DIMENSIONS ARE NOT SPECIFICALLY CALLED OUT, CONTACT ARCHITECT FOR CLARIFICATION.

3. U.N.O. PARTITIONS ARE TO BE 3 5/8" MTL STUDS W/ ONE LAYER 5/8" GYPSUM BOARD ON EACH SIDE UPTO 6" ABOVE CEILING, BRACE EVERY 4'-0" TO STRUCT

4. ALL DOORS TO BE FRAMED 6" FROM ADJACENT PERPENDICULAR WALL U.N.O.

5. ALL INTERIOR COLUMN FURRING TO BE FRAMED UP TO 6" MIN PAST CEILING, BRACE TO STRUCT, UNO.

6. ALL EXTERIOR COLUMN FURRING TO FRAMED UPTO DECK OF FLOOR ABOVE UNO

7. ALL NEW WALLS TO BE SQUARE AND PLUMB.

8. PROVIDE A SIGN AT EACH DESIGNATED LOCATION INDICATING THE LOCATION OF THE AREA OF REFUGE(S). EACH AREA OF REFUGE SHALL HAVE A TWO WAY COMMUNICATION SYSTEM AND A SIGN WITH INSTRUCTIONS ON HOW TO USE THE SYSTEM. ALL AREA OF RESCUE SIGNS SHALL BE ILLUMINATED EITHER INTERNALY OR EXTERNALLY.

9. ANY DOOR NOT LABELED IS AN EXISTING DOOR WITH NO WORK. REFERENCE DOOR SCHEDULE FOR REQUIRED WORK OF ANY NUMBERED DOOR.

FLOOR PLAN NOTES

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SECOND FLOOR - FLOORPLAN

A2.L-101

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NEW RTU FOR 2ND FLOOR VRF SYSTEM, REF MECHANICAL DRAWINGS FOR SUPPORT RAILS, ASSOCIATED CURBS, AND MINIMUM REQUIRED CLEARANCES

EXISTING ROOFING TO REMAIN, NO WORK, TYP




PATCH AND REPAIR EXIST ROOF MEMB AS REQ FOR NEW EQUIPMENT AND RAILS

EXISTING EXHAUST CHIMNEY TO REMAIN, NO WORK

EXISTING EXHAUST TO REMAIN, NO WORK

SHED W/ WATER TOWER

EXIST EXHUAST FAN TO REMAIN, NO WORK

EXIST ELEV CONTROLS TO REMAIN, NO WORK



FIRE EXTINGUISHER TO REMAIN, NO WORK

EXIST ELEV HOISTWAYS, TO REMAIN, NO WORK, TYP

E601b

E602 E601a

EXIST AIR HANDLER TO REMAIN, DISCONNECT AND CAP ABANDONED LINES AS REQUIRED

MECHANICAL601EXISTING WALKING PAD

TO REMAIN, NO WORK

PROVIDE NEW TPO WALKWAY PAD TO NEW MECH EQUIPMENT, FIELD VERIFY REQUIRED DIMENSIONS

EXIST ACCESS LADDER

EXIST ACCESS LADDER

EXIST ACCESS LADDER

NEW ROOF CURBS FOR REFRIGERANT LINES, REF MECH PLANS

NEW RTU FOR 2ND FLOOR SPLIT SYSTEM, REF MECHANICAL DRAWINGS FOR SUPPORT RAILS, ASSOCIATED CURBS, AND MINIMUM REQUIRED CLEARANCES

EXIST COOLING TOWERS ABOVE TO REMAIN, NO WORK

General Roof Notes:

1. ALL ROOFING WORK TO BE PERFORMED BY A CERTIFIED ROOFING CONTRACTOR. 2. CERTIFIED ROOFING CONTRACTOR SHALL VISIT THE SITE PRIOR TO PERFORMING ANY

WORK.3. ALL ROOFING WORK SHALL BE PERFORMED SO EXISTING ROOFING WARRANTY IS NOT

EFFECTED AND REMAINS IN AFFECT. 4. PROVIDE NEW WALKING PADS TO ACESS NEW EQUIPMENT.5. USE SPECIFIED ROOF CURBS AS SPECIFIED BY MECHANICAL PLANS AND INSTALL PER

MANUFACTURERS REQUIREMENTS. 6. ROOFING WALKING PAD DIMENSIONS ARE PROVIDED FOR CONVIENCE, VERIFY ALL

DIMENSIONS PRIOR TO ORDERING DIMENSIONALLY SENSATIVE MATERIAL.

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A2.L-103

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NEW 2'X2' FINE FISSURED ACOUSTIC CEILING TILE W/ TEGULAR EDGE, INSTALL PER MNFR REQ


NEW 2'X2' FINE FISSURED ACOUSTIC CEILING TILE W/ TEGULAR EDGE, INSTALL PER MNFR REQ, REF SPEC.


RECEPTION216

PRESIDENTOFFICE

217

OFFICE218

OFFICE219

CONFERENCE220

STORAGE222

QUIET ROOM223

KITCHEN221

STAIR 1

HUDDLE203

LAN HUB ROOM204

TRAINING206

MECHANICALROOM229

MENS227

WOMENS228

JANITOR230

ELECTRICAL231

LAN ROOM211


HUDDLE210

STORAGE212

HUDDLE213

OFFICE214


215

RISER ROOM224

MAIL ROOM225

SERVICEELEVATOR

234

HC RESTROOM226

STAIR 2

HALL233

PROVIDE ALLOWANCE FOR ACCENT LIGHT FIXT, REF ELEC

LIGHT FIXT, REF LIGHTING SCHED ON ELEC PLANS


LIGHT FIXT, REF LIGHTING SCHED ON ELEC PLANS, TYP

(3) LUMETTA L2 TAPER ACOUSTIC 25" LIGHT PENDANT, COORDINATE WITH FURNITURE, REF ELEC

(1) LUMETTA L2 TAPER ACOUSTIC 25" LIGHT PENDANT, COORDINATE WITH FURNITURE

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

PT-59' - 0"

NO WORK

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ATTACH EXIST MTL PANEL PARTITION TO NEW CEILING GRID, TYP

EXIST

NEW SURFACE MOUNTED SMOKE CURTAIN

EXIST ELEVNO 3

EXIST ELEVNO 2

EXIST ELEVNO 1

1/2" NON-SAG GYP ON MTL FRAMING

ACT-19' - 0"

ACT-19' - 0"

COVE LIGHT FIXT, REF ELEC PLANS

COVE LIGHT FIXT, REF ELEC PLANS

PT-510' - 0"

PT-59' - 0"

ACT-19' - 0"


ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

NO WORK

ACT-19' - 0"

ATTACH EXIST MTL PANEL PARTITION TO NEW CEILING GRID

1/2" NON SAG GYP BD ON MTL FRAMING

ALIGN FIN FACE OF BULKHEAD TO FIN FACE OF COLUMN WRAP

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

A5A2.L-402

A1A2.L-401

BREAK ROOM209

HUDDLE235

CONFERENCEROOM208

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

ACT-19' - 0"

MTL PNL7' - 0"

A2.L-201A1

SLOT DIFFUSER, REF MECH PLANS



VRF CEILING CASSETTE MOUNT IN CENTER OF ROOM AND PROVIDE FINISH CEILING PANEL TO GRID, REF MECH PLANS

EQEQ

EQEQ

EQ

EQ EQ EQ EQ

2' - 4

"2'

- 4"

2' - 4

"3' -

0"

5' - 0" 4' - 0" 3' - 0"

2' - 4" 2' - 4"

3' - 0

"

2' - 4

"

8' - 10"

1/2" NON SAG GYP BD ON MTL FRAMING

8' - 0"


236


237

1. ALL CEILING ARE TO BE WHITE 24"X24" FINE FISSURED ACOUSTICAL CEILING TILES WITH A TEGULAR EDGE UNLESS NOTED OTHERWISE.

2. TYPICAL SOLID CEILINGS ARE TO BE 1/2" NON SAG GYPSUM BOARD ON LIGHT GUAGE METAL FRAMING UNLESS NOTED OTHERWISE. TAPE, MUD, PRIME, AND PAINT. REFER TO FINISH PLAN FOR PAINT COLOR.

3. ALL LIGHT FIXTURES, MECHANICAL DIFFUSERS/RETURNS, ETC ARE SHOWN FOR PLACEMENT ONLY. REFER TO CONSULTANT DRAWINGS FOR SPECIFIC UNITS AND ANY APPLICABLE REQUIREMENTS/INSTALL GUIDELINES.

4. ALL RESTROOMS SHALL BE PROVIDED WITH AN EXHAUST FAN PER CODE.5. ALL CEILINGS TO BE AT 9'-0" ABOVE FINISH FLOOR U.N.O.

CEILING NOTES

C

A5A2.L-402

A1A2.L-401

11' - 2"

1/2"1 5/8" 1' - 0"

6" 7' - 9 7/8" 6"1' - 0 7/8" 1 5/8"

1/2"

1' - 0

"6"

8' - 6

"18

' - 6

"6"

1' - 0

"

1' - 2

1/8

"6"

8' - 6

"18

' - 6

"

6"1'

- 0"

PROVIDE 1/2" AIR GAP BEHIND FURRING AND CLIP TO WALL

NEW CLEAR ANODIZED ALUM STOREFRONT ASSEMBLY

NEW BREAK MTL WRAP ON STL PLATE, REF SECTION A5/A2.L-402

EXIST PRECAST CONC ON 4" CMU BLOCK TO REMAIN, TYP

EXIST ELEV DOOR TO REMAIN, TYP

7' - 0"

7' - 0"

7' - 0"

10' - 0"

9' - 0"

NEW 24"x24" ACT-1NEW 3-5/8" MTL STUD @ 16" OC ABOVE W/ 1 LAYER 1/2" GYP BD

NEW 1/2" NON SAG GYP BD ON 6" MTL JOISTS @ 16" OC MAX W MID SPAN BRIDGING, TAPE, MUD, PRIME, AND PAINT, PT-5

NEW FELT BLADE ACOUSTICAL CEILING SYSTEM, TRIM AS REQUIRED TO FIT, CENTER IN COVE, TYP

NEW 1/2" NON SAG GYP BD ON 2-1/2" MTL JOISTS @ 16" OC MAX, TAPE, MUD, PRIME, AND PAINT, PT-5

NEW LIGHT FIXT, REF LIGHTING PLANS, TYP, (4) EVENLY SPACED, CONFIRM FINAL LOCATION AND ANGLE WITH ARCHITECT

NEW SMOKE CURTAIN @ EACH HOISTWAY, TYP

NEW 1-5/8" MTL STUD @ 16" OC ABOVE W/ 1 LAYER 1/2" GYP BD, ALIGN FACE OF STUD TO FACE OF SMOKE CURTAIN

NEW SMOKE CURTAIN @ EACH HOISTWAY, TYP

CEILING LEGEND

MECHANICAL

LIGHTING

CEILING TYPES

24"x24" FINE FISSURED ACOUSTIC CEILING TILE -WHITE, REF SPECIFICATIONS FOR MORE INFORMATION

1/2" NON SAG GYPSUM BOARD, TAPE, MUD, PRIME, AND PAINT - REF FINISH SCHEDULE FOR PAINT COLOR

9'- 0"

ACT-1DESIGNATION OF HEIGHT ABOVE RESPECTIVE FLOOR

PT-1

9'- 0"

DESIGNATION OF HEIGHT ABOVE RESPECTIVE FLOOR

EXP

EXPOSED STRUCTURE TO REMAIN, NO WORK

MECHANICAL DIFFUSER

MECHANICAL SLOT DIFFUSER

VRF CEILING CASSETTE

MECHANICAL RETURN GRILL

LIGHT FIXTURES AND MECHANICAL EQUIPMENT ARE SHOWN TO DESIGNATE LOCATION ONLY, REFER TO MECHANICAL, ELECTRICAL, AND LIGHTING PLANS FOR SPECIFIC FIXTURE INFORMTAION AND INSTALLATION NOTES.

SUSPENDED PENDANT LIGHT FIXT, CONFIRM LOCATION WITH ARCHITECT

SUSPENDED PENDANT LIGHT FIXT, CONFIRM LOCATION WITH ARCHITECT

DROP IN 2x2 OR 2x4 LIGHT FIXTURE

RECESSED CAN LIGHT FIXTURE

COVE LIGHT FIXTURE

INSULATION ABOVE CEILING

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A2.L-201

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11

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SECOND FLOOR119' - 0"

THIRD FLOOR132' - 4"

C

A5A2.L-402

NEW ELEVATOR CONTROL BUTTONS

EXIST REINF CONC SLAB TO REMAIN, NO WORK

NEW ACOUSTIC TILE CEILING ACT-1, REF RCP

NEW MTL BOX BEAM W/ 5/8" GYP BD EACH SIDE

5/8" GYP BD ON MTL BOX BEAM, PAINT, PT-5

NEW FLOOR FINISH ON EXIST CONC SLAB, PREP AS REQ

EXIST CURTAIN WALL BEYOND TO REMAIN, TYP

NEW CLEAR ANODIZED ALUM STOREFRONT DOOR

NEW CLEAR ANODIZED ALUM STOREFRONT ASSEMBLY

NEW ACOUSTIC TILE CEILING ACT-1, INSTALL PER MNFR REQ

NEW MTL BOX BEAM, PROVIDE FIRE TREATED NAILER FOR STOREFRONT

EXIST ELEV DOOR TO REMAIN, NO WORK

NEW TILE BASE, REF FINISH PLANS, TYP

NEW TILE ON 5/8" GYP BD ON MTL STUDS @ 16" OC, REF FINISH PLANS, WC-1 AS ALT 1

NEW BREAK MTL WRAP ON 5/8" GYP BD ON 1-5/8" MTL STUDS

NEW POSH LIGHT FIXT BY VISA, REF ELEC/LIGHTING PLAN, CONFIRM MOUNTING HEIGHT W/ ARCH, TYP

MAX

4' - 0

"

MAX

4' - 0

"

2' - 0" 2' - 0" 2' - 0" 2' - 0"

ST-1 ON GROUT BED ON MOISTURE RESISTANT GYP BD ON MTL FRAMING

BREAK MTL ON STL PLATE, REF DETAIL A3/A2.L-402

NEW MTL BOX BEAM W/ 5/8" GYP BD EACH SIDE

LED COVE LIGHT, REF LIGHTING PLANS

6" MTL JOISTS @ 16" OC MAX W/ MID-SPAN BRIDGING, TYP

6" MTL JOISTS @ 16" OC MAX W/ MID-SPAN BRIDGING, TYP

PROVIDE UNISTRUCT AS REQ FOR NEW LIGHT FIXT OR DEDICATED JOIST

PAINT COVE VERTICAL SURFACE PT-5

PT-5, LIP OF COVE TO BE PAINTED TO MATCH CEILING

NEW CLEAR ANODIZED ALUM STOREFRONT DOOR

NEW FLOOR FINISH AS SCHED, REF FINISH PLANS

NEW TILE BASE AS SCHED

NEW TILE AS SCHED, REF INTERIOR ELEVATIONS, WC-1 AS ALT 1

1' - 0" 6" 27' - 0" 6" 1' - 2 1/8"

NEW 3 5/8" MTL STUDS @ 16" OC MAX

NEW 6" MTL JOISTS @ 16" OC MAX W/ MID-SPAN BRIDGING



EXISTING STL BEAM TO REMAIN

NEW 3HR. MIN SPRAY APPLIED FIREPROOFING

9' - 0"B.O. FRAMING

10' - 0"

9' - 0"B.O. ACT

B.O. FRAMING

8' - 3"B.O. FIXT, TYP



NEW TILE AS SCHED, REF INTERIOR ELEVATIONS, WC-1 AS ALT 1

EXIST ELEV DOORS TO REMAIN, NO WORK, TYP

SHEET TITLE

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SECOND FLOOR -SECTIONS

A2.L-401

Autho

r 190308

2nd

Floo

r Im

prov

emen

ts

SCALE: 3/4" = 1'-0"A1 Elevator Lobby Section

1

SUBMISSION DATES

03/24/2020: 12:55:44 PM

9' - 0

"

NEW CLEAR ANODIZED STOREFRONT ASSEMBLY

TT

T

T = TEMPERED GLASS

REF DOOR SCHED FOR HARDWARE AND MATERIAL

TEMPERED GLASS WHERE INDICATED (GL-2)

TT

2"1'

- 8"

2"6'

- 10"

2"

2"1' - 11 1/4"

2"6' - 0"2"1' - 11 1/4"

2"

10' - 6 1/2"


TT

T

T = TEMPERED GLASS



TT

10' - 9 1/2"

9' - 0

"

2"6'

- 10"

2"1'

- 8"

2"

2" 2' - 0 3/4"2" 6' - 0" 2"

2' - 0 3/4"2"

2" AS SCHED 2"

2"AS

SCH

ED

2" 1' - 2"2"AS SCHED 2"

4' - 8"

2"4'

- 0"

2"2'

- 4"

6"

7' - 2

"

A B

GLASS @ SIDELITE TO BE GL-1

T

T

T = TEMPERED GLASS

AS S

CHED

ULED

AS SCHED

AS S

CHED

ULED

AS SCHED

A B

GLASS @ LITE TO BE GL-1, TYP EXCEPT AT STOREFRONT ASSEMBLIES

T

T = TEMPERED GLASS

HOLOW METAL FRAME

METAL STUD

SOUND BATT WHERE INDICATED IN PLAN

SEALANT EACH SIDE

HEAD

JAMB

HOLOW METAL FRAME

METAL STUD

PARTITION AS SCHEDULED

SEALANT EACH SIDE

METAL RUNNER CHANNEL

5/8" GYP BD EACH SIDE

SOUND BATT WHERE INDICATED IN PLAN

PARTITION AS SCHEDULED

5/8" GYP BD EACH SIDE

SOLID CORE WOOD DOOR

SOLID CORE WOOD DOOR

REF PLAN

REF

PLAN

2"3' - 0"

2"2' - 0 1/4"

2"2' - 6 5/8"

2"2' - 6 5/8"

2"2' - 6 5/8"

2"2' - 6 5/8"

2"2' - 6 5/8"

2"2' - 6 5/8"

2"2' - 0 1/4"

2"3' - 0"2"

27' - 2 3/8"


T



T

TT

TT T T T T T T

2"1'

- 8"

2"7'

- 0"9'

- 0"

T = TEMPERED GLASS

SHEET TITLE

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SECOND FLOOR - DOORSAND WINDOWS

A2.L-601

Autho

r

DOOR SCHEDULE HARDWARE SCHEDULE

Mar

k

Door

Typ

e

Door

Mat

eria

l

Fram

e Ty

pe

Fram

e M

ater

ial

Fire

Rat

ing

Door

Dim

ensi

ons

Fram

e De

pth

Notes Entry

Fun

ctio

n

Offi

ce F

unct

ion

Stor

age

Func

tion

Priv

acy

Func

tion

Pass

age

Func

tion

Pass

age

Func

tion

Push

/Pul

l

Pani

c Ba

r

Stor

efro

nt P

ush

Stor

efro

nt P

ull

ADA

Push

/Pul

l Pla

te

Clos

er

Heav

y Du

ty H

inge

s

Stor

efro

nt H

inge

s (P

ivot

)

Gas

ket K

it (F

ire R

ated

)

Gas

ket K

it (S

ound

)

Door

Sile

ncer

s

ADA

Thre

shol

d

Door

Sw

eep

Hardware Notes

201a B ALUM REF ELEV ALUM 36 X 84 4 1/2" x x x x KEYCARD AND ELECTRIC STRIKE201b B ALUM REF ELEV ALUM 72 X 84 4 1/2" x x x x KEYCARD AND ELECTRIC STRIKE203a B SCWD A HM 36 X 84 5 3/4" x x206a EXIST METAL EXIST METAL REUSE EXIST DOOR FROM METAL PARTITION SYSTEM USE EXIST HARDWARE206b208a B ALUM REF ELEV ALUM 36"X84" 4 1/2" CLEAR ANODIZED ALUM STOREFRONT DOOR x x208b B ALUM REF ELEV ALUM 36"X84" 4 1/2" CLEAR ANODIZED ALUM STOREFRONT DOOR x x210a B SCWD B HM 36 X 84 5 3/4" x212a A SCWD A HM 36 X 84 5 3/4" x x x213a B SCWD A HM 36 X 84 5 3/4" x x213b A SCWD B HM 36 X 84 5 3/4" x x214a A SCWD B HM 36 X 84 5 3/4" x x216a B SCWD B HM 36 X 84 5 3/4" x x x217a B SCWD A HM 36 X 84 5 3/4" x218a B SCWD B HM 36 X 84 5 3/4" x219a B SCWD B HM 36 X 84 5 3/4" x220a B SCWD A HM 36 X 84 5 3/4" x221a B SCWD A HM 36 X 84 5 3/4" x222A A SCWD HM 36 X 84 5 3/4" x x223a A SCWD B HM 36 X 84 5 3/4"237a B SCWD B HM 36 X 84 5 3/4" x xE200a EXIST HM EXIST HM 90 44X84 8" x EXIST DOOR, ADD PANIC BAR TO INTERIOR, ELECTRIC STRIKE, ADD

KEYCARD TO EXTERIOR SIDEE200b EXIST HM EXIST HM 90 44X84 8" x EXIST DOOR, ADD PANIC BAR TO INTERIOR, ELECTRIC STRIKE, ADD

KEYCARD TO EXTERIOR SIDEE200c EXIST HM EXIST HM 90 44X84 8" x EXIST DOOR, ADD PANIC BAR TO INTERIOR SIDEE204 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORKE211 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORKE224 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORKE225 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORKE226 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORKE227a EXIST EXIST EXIST DOOR, ADJUST HARDWARE ADJUST CLOSER SO NO MORE THAN 5LB FORCE WILL OPEN DOORE228a EXIST EXIST EXIST DOOR, ADJUST HARDWARE ADJUST CLOSER SO NO MORE THAN 5LB FORCE WILL OPEN DOORE229 EXIST EXIST EXIST DOOR, REVERSE SWING, REPLACE HARDWARE x REVERSE DOOR SWING, PROVIDE PANIC HARDWAREE230 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORKE231 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORKE232 EXIST EXIST EXIST DOOR, NO WORKE250 EXIST EXIST EXIST DOOR, NO WORK EXIST DOOR, NO WORK

190308

2nd

Floo

r Im

prov

emen

ts

SCALE: 1/4" = 1'-0"C3 2 - ELEVATOR LOBBY NORTHSCALE: 1/4" = 1'-0"C4 2 - ELEVATOR LOBBY SOUTH

SCALE: 1/4" = 1'-0"C5 2 - DOOR FRAME ELEVATIONSSCALE: 1/4" = 1'-0"C6 2 - DOOR ELEVATIONS.

SCALE: 3" = 1'-0"A1 TYP INT HOLLOW METAL FRAME

SCALE: 1/4" = 1'-0"D5 STOREFRONT AT CONFERENCE ROOM 220

1

1

SUBMISSION DATES

03/24/2020: 12:55:44 PM

DESIGN

JET

T930

PTR

WKCTR

PTR

C8055H

ALTALINK

PTR

LEXMARK

X792DE

PTR

C8055

ALTALINK

6655I

1 2 3 4 5 6

G

F

E

D

C

B

A

VENT/WASTE +H20

VENT/WASTE +H20


ELEV. NO 3

ELEV. NO 2

ELEV. NO 1

HC RESTROOM226

SERVICEELEVATOR


224

PIPE SPACE

ELEVATOR LOBBY201

PRESIDENTOFFICE

217

OFFICE218

OFFICE219

QUIET ROOM223

MECHANICALROOM229

LAN ROOM211

HUDDLE203

WOMENS228

MENS227

JANITOR230

ELECTRICAL231

STAIR 20-2

OFFICE214

201a

201b


215


STAIR 1

203a

LAN HUB ROOM204

TRAINING206

HUDDLE210

STORAGE212

212a

237a

HUDDLE213

213a

213b

214a

CONFERENCE220

STORAGE222

KITCHEN221

RECEPTION216

E225

E224

E226

E231

E230

E227a E228a

E229

E232

E200

c

E200b

E200a

223a

221a

216a

217a 218a 219a

220a

GROUND232

CONFERENCEROOM208

BREAK ROOM209

HUDDLE235

85" TV, PROVIDE POWER, HDMI, CAT6

PROVIDE POWER, HDMI, CAT6 @ 42" OFF FINISH FLOOR

65" TV, PROVIDE POWER AND (2) HDMI

85" TV, PROVIDE POWER, HDMI, CAT6

65" TV, PROVIDE POWER AND (2) HDMI

65" TV, PROVIDE POWER, HDMI, AND CAT 6

HALL205


237

HALL238


236

(4 OCCUPANTS)

(9 OCCUPANTS)

(5 OCCUPANTS)

(7 OCCUPANTS)

(59 OCCUPANTS)(1 OCCUPANTS)

PROVIDE POWER, HDMI, CAT6 @ 42" OFF FINISH FLOOR

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

FILE

PATH

:

DATE

:

DRAW

N BY

:

A

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design schwerdt

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C

D

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54321 6

A

B

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Addendum 1 03.24.2020

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SECOND FLOOR -FURNITURE PLAN

A2.L-901

Autho

r

SCALE: 1/8" = 1'-0"A3 SECOND FLOOR - FURNITURE PLANN

2nd

Floo

r Im

prov

emen

ts

FURNITURE PLAN PROVIDED FOR REFERENCE ONLY, COORDINATE ELECTRICAL AND DATA REQUIREMENTS WITH TENANT. AT FULL CAPACITY, NUMBER OF EMPLOYEES = 85

190308

1

1

1

1

1

1

1

SUBMISSION DATES

03/24/2020: 12:55:44 PM

ELECTRICAL SYMBOLS LEGENDMECHANICAL SYMBOLS LEGEND

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

54321 6



designschwerdt

B

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190308

LSA PROJECT NO. 1905011

8625 College Boulevard, Suite 102

Telephone: (785) 233-3232

Latimer Sommers& Associates, P.A.

C O N S U L T I N G E N G I N E E R S

Overland Park, Kansas 66210

Email: [email protected]

3639 SW Summerfield Drive, Suite ATopeka, Kansas 66614-3974


SUBMISSION DATES

220 S

E 6th

St O

ffice

s

Tope

ka, K

S 66

603

2nd F

loor I

mpro

veme

nts

ME2.L.001

GENERAL NOTES

C:\U

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Sta

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ocum

ents

\(M)\2

019\

Aim

Stra

tegi

es 2

20 S

E 6t

h - 1

9050

11\C

AD\M

E2.L.

001.

dwg,

3/2

4/20

20 2

:37:

28 P

M, 1

:1

1 NO SCALEFIRE DAMPER INSTALLATION DETAIL

3 (TYPICAL FOR ALL EQUIPMENTNO SCALEVIBRATION ISOLATION DETAIL

SUPPORTED FROM STRUCTURE)

2 NO SCALECONNECTION LAY-IN CEILING, COLLARSUPPLY DIFFUSER

6 NO SCALEREFRIGERANT PIPING ROOF PENETRATION DETAIL

CONTINUOUS PIPE INSULATIONSPRINKLER PIPE OR CONDUIT

8 NO SCALEWALL SLEEVE DETAIL 9 NO SCALE

FLOOR SLEEVE DETAIL7 NO SCALEDUCT PENETRATION DETAIL

5 NO SCALEPIPE SUPPORT DETAIL

4 NO SCALEV.A.V BOX PIPING DETAIL

(3-WAY VALVE)

GRILLES, REGISTERS AND DIFFUSERS SCHEDULE

ELECTRIC HEATER SCHEDULE

VAV TERMINAL UNIT SCHEDULE

SHEET TITLE

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SHEET NUMBER

A

54321 6



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190308



Telephone: (785) 233-3232







SUBMISSION DATES

220 S

E 6th

St O

ffice

s

Tope

ka, K

S 66

603

2nd F

loor I

mpro

veme

nts

MP2.L.101

MECHANICALDETAILS ANDSCHEDULES

C:\U

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\(M)\2

019\

Aim

Stra

tegi

es 2

20 S

E 6t

h - 1

9050

11\C

AD\M

P2.L.

101-

2.dw

g, 3

/24/

2020

2:3

9:13

PM

, 1:1

1 2 3 4 5 6

G

F

E

D

C

B

A

ELEV. NO 3

ELEV. NO 2

ELEV. NO 1

HC RESTROOM226

SERVICEELEVATOR


224

PIPE SPACE

ELEVATOR LOBBY201

PRESIDENTOFFICE

217

OFFICE218

OFFICE219

QUIET ROOM223

MECHANICALROOM229

LAN ROOM211

HUDDLE203

WOMENS228

MENS227

JANITOR230

ELECTRICAL231

STAIR 20-2

OFFICE214


215


HALL

STAIR 1

LAN HUB ROOM204

TRAINING206

HUDDLE210

STORAGE212

HUDDLE213

CONFERENCE220

STORAGE222

KITCHEN221

RECEPTION216

GROUND232

CONFERENCEROOM208

HUDDLE235

BREAK ROOM209


237


236

1 HVAC1/8"=1'-0"SECOND FLOOR PLAN

NORTH

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

54321 6



designschwerdt

B

C

D

E

54321 6

A

B

C

D

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190308



Telephone: (785) 233-3232







SUBMISSION DATES

220 S

E 6th

St O

ffice

s

Tope

ka, K

S 66

603

2nd F

loor I

mpro

veme

nts

M2.L.101

SECOND FLOOR ANDPARTIAL ROOF PLANS -

HVAC

2 HVAC1/4"=1'-0"PARTIAL ROOF PLAN

NORTH

C:\U

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\Cw

aetz

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nd A

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Sta

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\(M)\2

019\

Aim

Stra

tegi

es 2

20 S

E 6t

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9050

11\C

AD\M

2.L.1

01.d

wg,

3/2

4/20

20 2

:38:

30 P

M, 1

:1

1 2 3 4 5 6

G

F

E

D

C

B

A

ELEV. NO 3

ELEV. NO 2

ELEV. NO 1

HC RESTROOM226

SERVICEELEVATOR


224

PIPE SPACE

ELEVATOR LOBBY201

PRESIDENTOFFICE

217

OFFICE218

OFFICE219

QUIET ROOM223

MECHANICALROOM229

LAN ROOM211

HUDDLE203

WOMENS228

MENS227

JANITOR230

ELECTRICAL231

STAIR 20-2

OFFICE214


215


HALL

STAIR 1

LAN HUB ROOM204

TRAINING206

HUDDLE210

STORAGE212

HUDDLE213

CONFERENCE220

STORAGE222

KITCHEN221

RECEPTION216

GROUND232

CONFERENCEROOM208

HUDDLE235

BREAK ROOM209


237


236

1 HVAC PIPING1/8"=1'-0"SECOND FLOOR PLAN

NORTH

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

54321 6



designschwerdt

B

C

D

E

54321 6

A

B

C

D

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190308



Telephone: (785) 233-3232







SUBMISSION DATES

220 S

E 6th

St O

ffice

s

Tope

ka, K

S 66

603

2nd F

loor I

mpro

veme

nts

M2.L.201

SECOND FLOOR ANDPARTIAL ROOF PLANS -

HVAC PIPING

2 HVAC PIPING1/4"=1'-0"PARTIAL ROOF PLAN

NORTH

C:\U

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nd A

ssoc

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s\Al

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Sta

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ocum

ents

\(M)\2

019\

Aim

Stra

tegi

es 2

20 S

E 6t

h - 1

9050

11\C

AD\M

2.L.2

01.d

wg,

3/2

4/20

20 2

:38:

36 P

M, 1

:1

1 POWER1/8"=1'-0"SECOND FLOOR PLAN

NORTH

1 2 3 4 5 6

G

F

E

D

C

B

A

ELEV. NO 3

ELEV. NO 2

ELEV. NO 1

HC RESTROOM226

SERVICEELEVATOR


224

PIPE SPACE

ELEVATOR LOBBY201

PRESIDENTOFFICE

217

OFFICE218

OFFICE219

QUIET ROOM223

MECHANICALROOM229

LAN ROOM211

HUDDLE203

WOMENS228

MENS227

JANITOR230

ELECTRICAL231

STAIR 20-2

OFFICE214


215


HALL

STAIR 1

LAN HUB ROOM204

TRAINING206

HUDDLE210

STORAGE212

HUDDLE213

CONFERENCE220

STORAGE222

KITCHEN221

RECEPTION216

GROUND232

CONFERENCEROOM208

HUDDLE235

BREAK ROOM209


237


236

DN

DN

4'-6"

Fan Room 2Fan Room 1

Chiller EquipmentRoom

Electric SwitchEquipment Room

Bo

JanitorStorage

Elec Room

Men's RR Women's RR

2 POWER1/8"=1'-0"PARTIAL BASEMENT PLAN

NORTH

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

54321 6



designschwerdt

B

C

D

E

54321 6

A

B

C

D

E

190308



Telephone: (785) 233-3232







SUBMISSION DATES

220 S

E 6th

St O

ffice

s

Tope

ka, K

S 66

603

2nd F

loor I

mpro

veme

nts

E2.L.101

PARTIAL FIRST ANDSECOND FLOOR PLAN -

ELECTRICAL

C:\U

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Sta

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ents

\(M)\2

019\

Aim

Stra

tegi

es 2

20 S

E 6t

h - 1

9050

11\C

AD\E

2.L.1

01.d

wg,

3/2

4/20

20 2

:37:

55 P

M, 1

:1

1 HVAC POWER1/8"=1'-0"SECOND FLOOR PLAN

NORTH

1 2 3 4 5 6

G

F

E

D

C

B

A

ELEV. NO 3

ELEV. NO 2

ELEV. NO 1

HC RESTROOM226

SERVICEELEVATOR


224

PIPE SPACE

ELEVATOR LOBBY201

PRESIDENTOFFICE

217

OFFICE218

OFFICE219

QUIET ROOM223

MECHANICALROOM229

LAN ROOM211

HUDDLE203

WOMENS228

MENS227

JANITOR230

ELECTRICAL231

STAIR 20-2

OFFICE214


215


HALL

STAIR 1

LAN HUB ROOM204

TRAINING206

HUDDLE210

STORAGE212

HUDDLE213

CONFERENCE220

STORAGE222

KITCHEN221

RECEPTION216

GROUND232

CONFERENCEROOM208

HUDDLE235

BREAK ROOM209


237


236

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

54321 6



designschwerdt

B

C

D

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54321 6

A

B

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190308



Telephone: (785) 233-3232







SUBMISSION DATES

220 S

E 6th

St O

ffice

s

Tope

ka, K

S 66

603

2nd F

loor I

mpro

veme

nts

E2.L.301

SECOND FLOOR PLAN -HVAC

POWER

2 HVAC POWER1/4"=1'-0"PARTIAL ROOF PLAN

NORTH

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Aim

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16 P

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1 .NO SCALETELECOM/AV OUTLET DETAIL

3 NO SCALEPANEL GROUNDING DETAIL

2 .NO SCALEFIRE/SMOKE DAMPER DETAIL

PANELBOARD SCHEDULE

CIRCUIT BREAKER DISTRIBUTION PANELBOARD SCHEDULE

CIRCUIT BREAKER DISTRIBUTION PANELBOARD SCHEDULE

PANELBOARD SCHEDULE

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

54321 6



designschwerdt

B

C

D

E

54321 6

A

B

C

D

E

190308



Telephone: (785) 233-3232







SUBMISSION DATES

220 S

E 6th

St O

ffice

s

Tope

ka, K

S 66

603

2nd F

loor I

mpro

veme

nts

E2.L.401

ELECTRICALDETAILS ANDSCHEDULES

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Aim

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es 2

20 S

E 6t

h - 1

9050

11\C

AD\E

2.L.4

01.d

wg,

3/2

4/20

20 2

:38:

20 P

M, 1

:1