15-Attachment B- Plans - PD 1st Fl Security Lobby-Bid Set 10.28.2025.pdf

PDF 33 MB Posted

Attached to
Public Defender First Floor Security Lobby
Solicitation number
IFB-26-00263
Issued by
Hillsborough County, Florida

About this file

This is a set of construction plans and specifications prepared by Ranon & Partners, Inc. Architects for the Hillsborough County Board of County Commissioners, approved by the City of Tampa Construction Services Division on October 28, 2025 (Building Permit BLD-26-0519465). The project involves interior renovation of approximately 2,910 square feet of the First Floor Security Lobby at 700 E. Twiggs Street, Tampa, Florida, home to the Public Defender's office. The scope of work includes expansion of the lobby area, construction of a new aluminum storefront at the elevator lobby, creation of new offices and a security room, and expansion of existing offices, with associated demolition of existing partitions and finishes. The construction documents specify materials, finishes, mechanical systems, plumbing, electrical systems, fire protection systems, and millwork, with detailed schedules for doors, frames, partitions, and room finishes. The plans indicate compliance with the Florida Building Code 8th Edition (2023) and Florida Fire Prevention Code 8th Edition (2023), with the building classified as Group B (Business) occupancy, Type IIA fire-resistant construction with sprinklers, and an occupant load of 41 persons.

The project documents establish specific technical requirements for all building trades including structural closure details, partition specifications with sound transmission class (STC) ratings, hollow metal door frames with fire ratings up to two hours, gypsum board and insulation requirements, and mechanical systems including HVAC ductwork construction standards, condensate drain specifications, and testing and balancing requirements. Finishes specified include carpet tile, luxury vinyl tile, acoustical panel ceilings, paint, vinyl base, and custom millwork with plastic laminate and solid surface countertops. The mechanical specifications require compliance with SMACNA standards, duct leakage testing for systems fifteen tons or greater, and an independent test and balance contractor certified by AABC or NEBB. Fire protection, plumbing, electrical, and fire alarm systems are detailed in separate disciplinary drawings with schedules and specifications. The estimated project cost is $823,000, with a Small Business Enterprise (SBE) participation goal of 10% for subcontractors, as established by Hillsborough County Capital Programs.

View the file

Other files

File Type Posted
23-1. IFB-26-00263 Terms and Conditions.pdf PDF
5-Subcontractors Statement of Satisfaction.pdf.pdf PDF
18-Agreement - Construction - Stand Alone.docx (2).pdf PDF
1-Drug Free Workplace Form.doc.doc DOC document
20-Attachment E- Insurance Requirements.pdf PDF
6-Consent of Surety to Final Payment.pdf.pdf PDF
21-Subcontractor Letter of Intent Revised (FINAL 05.08.26).pdf PDF
17-Attachment D- PM - PD 1st Fl Project Map 700 E Twiggs St-Google Maps.pdf PDF
7-Change Order Form.pdf.pdf PDF
13-SBE-2 Goal Participation Tutorial.mp4 MP4 file
19-Bid Bond.doc (2).pdf PDF
24-Payment Bond 07.02.25 (2).pdf PDF
14-Attachment A- SC - PD 1st Fl Special Conditions.pdf PDF
16-Attachment C- Specs - PD 1st Fl Specifications.pdf PDF
2-Allowance Authorization Release Form.pdf.pdf PDF
9-Substitute W9 Form.pdf.pdf PDF
10-Direct Deposit Authorization Form 5.15.2025.pdf.pdf PDF
4-Consent of Surety-Change Order.pdf.pdf PDF
11-Contractors Affidavit for Payment of Debts and Claims 02.18.2026.pdf PDF
3-Application for Payment.pdf.pdf PDF
8-Insurance Certificate.doc.doc DOC document
22-SBE Subcontractors Material Suppliers List SBE-1 Form.pdf PDF
12-AFFIDAVIT OF COMPLIANCE - Denying Doing Business with a Foreign Country of Concern 02.26.2026.docx DOCX document
25-Performance Bond 07.02.25 (2).pdf PDF
Show all 24

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Text version

Digitally signed by Kathy S Arsenault Date: 2025.09.26 09:29:30 -04'00'

City of Tampa

CONSTRUCTION SERVICES DIVISION

PLAN APPROVAL

THIS SET OF PLANS MUST BE KEPT ON

THE JOB AT ALL TIMES

It is unlawful to make changes or alterations without written approval from the City of Tampa Construction

Services Division.

The Stamping of this plan shall not be held to permit or approve the violation of any City or State Codes

REVIEWED FOR CODE COMPLIANCE

10/28/2025BLD-26-0519465

Building - Angela Posani - Approved - 10/28/2025

Mechanical - Richard Kracaw - Approved - 10/28/2025

Electrical - Nate Rupe - Approved - 10/28/2025

Plumbing - Richard Kracaw - Approved - 10/28/2025

Fire - David Cogan - Approved - 10/28/2025

AutoCAD SHX Text Construction Documents

AutoCAD SHX Text August 27, 2025

AutoCAD SHX Text Consulting Engineers

AutoCAD SHX Text Global Sanchez, Inc.

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TAMPA, FLORIDA

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HILLSBOROUGH COUNTY BOARD OF COUNTY COMMISSIONERS

AutoCAD SHX Text Ranon & Partners, Inc.

AutoCAD SHX Text Architects

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AutoCAD SHX Text 515 W Bay Street, Suite 200, Tampa, FL 33606

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700 E. TWIGGS STREET

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PUBLIC DEFENDER

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700 E. TWIGGS STREET, TAMPA, FLORIDA 33602

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1ST FLOOR SECURITY LOBBY

City of Tampa

CONSTRUCTION SERVICES DIVISION

PLAN APPROVAL

THIS SET OF PLANS MUST BE KEPT ON

THE JOB AT ALL TIMES

It is unlawful to make changes or alterations without written approval from the City of Tampa Construction

Services Division.

The Stamping of this plan shall not be held to permit or approve the violation of any City or State Codes

REVIEWED FOR CODE COMPLIANCE

10/28/2025BLD-26-0519465

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ARCHITECTURAL ABBREVIATIONS

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NOTE: WHEN PLURAL OF A TERM IS INTENDED, THE SUFFIX "S" WILL BE ADDED TO

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ITS ABBREVIATION.

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IDENTIFICATION LEGEND

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ARCHITECTURAL SYMBOLS AND

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NOTE NO

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SPECIFIC NOTE INDICATION

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WALL OPENING INDICATION

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DETAIL AREA

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DETAIL INDICATION

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DETAIL IS DRAWN

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SHEET WHERE

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DWG NO

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ELEV IS DRAWN

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SHEET WHERE

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DWG NO

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TO BE VIEWED

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INDICATES ELEV

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ELEVATION INDICATION

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OF SECTION CUT

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SIGNIFY EXTENT

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SECTION IS CUT

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INDICATES WHERE

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SECTION IS DRAWN

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SHEET WHERE

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DWG NO

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SECTION IS CUT

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INDICATES DIRECTION

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SECTION CUT INDICATION

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DWG NO

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DRAWING IDENTIFICATION

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(WHEN APPLICABLE)

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BLDG IDENTIFICATION

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RM NO

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RM NAME

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ROOM IDENTIFICATION

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TRUE NORTH

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NORTH ARROW & COMBINATION

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MATCHLINE

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AND

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ANGLE

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AT

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BY

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CENTER LINE

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NONE REQUIRED

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PLATE

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AIR CONDITION (-ER) (-ING)

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AB

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ANCHOR BOLT

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AC P

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ACOUSTICAL PANEL CEILING

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AC T

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ACOUSTICAL TILE

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AC W

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ACOUSTICAL WALL SYSTEM

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ADJ

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ADJUSTABLE

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AFF

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ABOVE FINISHED FLOOR

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ALM

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ALUMINUM

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ALTERNATE

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APPROXIMATELY

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BLDG

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BUILDING

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BLOCKING

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BM

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BEAM

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BRK

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BRICK

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BUR

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BUILT-UP ROOFING

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CB

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CATCH BASIN

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CEM PLS

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CEMENT PLASTER (PORTLAND)

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CHALKBOARD

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CEILING

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CLO

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CLOSET

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CMU

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CONCRETE MASONRY UNIT

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COL

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COLUMN

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CONC

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CONCRETE

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CONF

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CONFERENCE

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CONST

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CONSTRUCTION

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CONT

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CONTINUOUS

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CORR

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CORRIDOR

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CPT

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CARPET

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CR

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CLASSROOM

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CT

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CERAMIC MOSAIC TILE

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CTRJT

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CONTROL JOINT

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CUS

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CUSTODIAN'S UTILITY SHELF

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DEEP, DEPTH

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DBL

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DOUBLE

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DF

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DRINKING FOUNTAIN

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DIA, %%C

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DIAMETER

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DIM

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DIMENSION

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DN

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DOWN

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DNSP

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DOWNSPOUT

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DP

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DAMPPROOFING

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DR

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DOOR

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DTL

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DETAIL

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DWG

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DRAWING

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EA

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EACH

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ELEC

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ELECTRICAL

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EL

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ELEVATION

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ELEV

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ELEVATOR

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ENCL

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ENCLOSURE

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EQ

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EQUAL

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EQUIP

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EQUIPMENT

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ETC

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ET CETERA

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EWC

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ELECTRICAL WATER COOLER

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EXIST

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EXISTING

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EXP JT

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EXPANSION JOINT

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EXT

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EXTERIOR

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FD

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FLOOR DRAIN

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FE

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FIRE EXTINGUISHER

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FEC

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FIRE EXTINGUISHER CABINET

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FH

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FIRE HYDRANT

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FHC

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FIRE HOSE CABINET

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FIN

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FINISH

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FL

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FLOOR

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FLDR

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FOLDING DOOR

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FRTW

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FIRE RETARDANT TREATED WOOD

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FSS

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FOLDING SHOWER SEAT

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FT

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FEET

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FTG

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FOOTING

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GA

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GAUGE

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GALV

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GALVANIZED

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GB

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GRAB BAR

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GC

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GENERAL CONTRACTOR

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GCT

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GLAZED CERAMIC MOSAIC

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GL

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GLASS, GLAZING

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GT

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GLAZED WALL TILE

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GWC

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GLAZED WALL COATING

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GYP BD

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GYPSUM BOARD

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GYPLS

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GYPSUM PLASTER

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HEIGHT, HIGH

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HC

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HOLLOW CORE

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HD

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HAND DRYER

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HDW

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HARDWARE

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HM

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HOLLOW METAL

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HNRL

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HANDRAIL

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HORIZ

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HORIZONTAL(LY)

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HR

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HOUR

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ID

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INSIDE DIAMETER

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INSUL

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INSULATION

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INT

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INTERIOR

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INV

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INVERT

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JAN

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JANITOR

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JT

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JOINT

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LA

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LANGUAGE ARTS

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LAM

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LAMINATED

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LAV

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LAVATORY

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LLH

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LONG LEG HORIZONTAL

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LMC

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LINEAR METAL CEILING

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LW

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LIGHTWEIGHT

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MIRROR

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MIRROR/SHELF

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MAINT

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MAINTENANCE

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MAT'L

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MATERIAL

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MAX

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MAXIMUM

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MECH

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MECHANICAL

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MFR

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MANUFACTURER

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MH

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MANHOLE

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MIN

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MN

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MINUTE

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MO

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MASONRY OPENING

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MPU

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MULTI-PURPOSE UNIT

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MTD

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MOUNTED

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MTL

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METAL

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NIC

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NOT IN CONTRACT

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NO.,#

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NUMBER

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NOM

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NOMINAL

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NTS

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NOT TO SCALE

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OC

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ON CENTER

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OD

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OUTSIDE DIAMETER

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OPNG

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OPENING

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OPP

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OPPOSITE

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PART'N

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PARTITION

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PF RF

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PREFORMED ROOFING

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PLBG

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PLUMBING

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PLS

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PLASTER

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PNT

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PAINT (PAINTED FINISH)

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PROJ

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PROJECT

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PT

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PRESSURE TREATED

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PTD

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PAPER TOWEL DISPENSER

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PTD/WR

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PAPER TOWEL DISPENSER /WASTE

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RECEPTACLE

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PWD

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PLYWOOD

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QT

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QUARRY TILE

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RADIUS

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RIGHT-OF-WAY

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RCP

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REFLECTED CEILING PLAN

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RD

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ROOF DRAIN

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REBAR

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REINFORCING BAR

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RECT

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RECTANGULAR

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REINF

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REINFORCEMENT

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REQ'D

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REQUIRED

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RES F

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RESINOUS FLOORING

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REV

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REVERSE

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RFG

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REFRIGERATOR

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RH

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ROBE HOOK

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RM

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ROOM

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RP RT

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RAISED PROFILE RUBBER TILE

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RT

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RUBBER TILE

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SEALER/HARDENER

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SC

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SOLID CORE

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SCI

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SCIENCE

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SCR

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SHOWER CURTAIN/ROD

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SD

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SOAP DISPENSER

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SFT GL

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SAFETY GLASS

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SH

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SOAP HOLDER

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SHO

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SHOWER

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SHO C

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SHOWER CONTROLS

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SHO H

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SHOWER HEAD

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SIM

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SIMILAR

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SND

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SANITARY NAPKIN DISPOSAL

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SNV

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SANITARY NAPKIN VENDOR

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SNV/D

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SANITARY NAPKIN VENDOR/DISPOSAL

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SP C

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SPECIAL COATING

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SPECS

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SPECIFICATIONS

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SQ

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SQUARE

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SS

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STAINLESS STEEL

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STC

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SOUND TRANSMISSION CLASS (RATING)

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STD

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STANDARD

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STL

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STEEL

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STOR

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STORAGE

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STR

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STRUCTURAL

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SUPPL

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SUPPLEMENTARY

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SUS

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SUSPENDED

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SW

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SWITCH

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TOILET

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TONGUE AND GROOVE

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TB

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TOWEL BAR

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THR

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THRESHOLD

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TKBD

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TACKBOARD

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TMP

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TEMPERED

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TPO

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TEACHER PLANNING OFFICE

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TTD

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TOILET TISSUE DISPENSER

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TYP

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TYPICAL, (UNLESS OTHERWISE NOTED)

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URINAL

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UON

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UNLESS OTHERWISE NOTED

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VINYL

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VCT

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VINYL COMPOSITION TILE

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VERT

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VERTICAL

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VEST

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VESTIBULE

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VSF

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VINYL SHEET FLOORING

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VT

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VINYL TILE

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WITH

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WC

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WALL COVERING

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WD

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WOOD

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WR

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WASTE RECEPTACLE

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WWF

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WELDED WIRE FABRIC

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NORTH

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TRUE

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PS.1

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WALL OR PARTITION TYPE

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DRAWING TABLE OF CONTENTS

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DETAIL IS DRAWN

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SHEET WHERE

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DWG NO

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INTERIOR ELEVATION INDICATION

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OH

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OPPOSITE HAND

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OPNG NO

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MANAGER

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CONTRACT LIMIT LINE

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ARCHITECTURAL

AutoCAD SHX Text A0.1 TABLE OF CONTENTS, SYMBOLS, LEGEND AND ABBREVIATIONS TABLE OF CONTENTS, SYMBOLS, LEGEND AND ABBREVIATIONS A1.0 LIFE SAFETY PLAN LIFE SAFETY PLAN A2.0 DEMOLITION PLAN AND NOTES DEMOLITION PLAN AND NOTES A2.1 FLOOR PLAN FLOOR PLAN A3.1 PARTITION SCHEDULE & NOTES / DOOR HARDWARE GROUPS PARTITION SCHEDULE & NOTES / DOOR HARDWARE GROUPS A4.1 DOOR & FRAME SCHEDULE & ROOM FINISH SCHEDULE DOOR & FRAME SCHEDULE & ROOM FINISH SCHEDULE A4.2 DOOR HARDWARE SPECIFICATIONS DOOR HARDWARE SPECIFICATIONS A4.3 HOLLOW METAL DOOR FRAME SPECIFICATIONS HOLLOW METAL DOOR FRAME SPECIFICATIONS A11.1 REFLECTED CEILING PLAN REFLECTED CEILING PLAN A12.1 MILLWORK ELEVATIONS AND SECTIONS MILLWORK ELEVATIONS AND SECTIONS A12.2 CABINET SPECIFICATIONSCABINET SPECIFICATIONS

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MRKBD

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MARKERBOARD

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ACCESSIBLE PLUMBING FIXTURES

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-- COVER SHEETCOVER SHEET

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AREA OF WORK

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FIRE SPRINKLER

AutoCAD SHX Text FX0.1 FIRE SPRINKLER SPECIFICATIONS FIRE SPRINKLER SPECIFICATIONS FX4.1 FIRE SPRINKLER PROPOSED PLAN FIRE SPRINKLER PROPOSED PLAN FX9.1 FIRE SPRINKLER DETAILSFIRE SPRINKLER DETAILS

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MECHANICAL

AutoCAD SHX Text M0.1 MECHANICAL SPECIFICATIONS MECHANICAL SPECIFICATIONS M2.1 MECHANICAL DEMO PLAN MECHANICAL DEMO PLAN M4.1 MECHANICAL PROPOSED PLAN MECHANICAL PROPOSED PLAN M7.1 MECHANICAL SCHEDULES MECHANICAL SCHEDULES M9.1 MECHANICAL DETAILSMECHANICAL DETAILS

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ELECTRICAL

AutoCAD SHX Text E0.1 ELECTRICAL GENERAL ELECTRICAL GENERAL E0.2 ELECTRICAL SPECIFICATIONS ELECTRICAL SPECIFICATIONS E2.1 ELECTRICAL DEMO LIGHTING PLAN ELECTRICAL DEMO LIGHTING PLAN E3.1 ELECTRICAL DEMO POWER PLAN ELECTRICAL DEMO POWER PLAN E4.1 ELECTRICAL PROPOSED LIGHTING PLAN ELECTRICAL PROPOSED LIGHTING PLAN E5.1 ELECTRICAL PROPOSED POWER PLAN ELECTRICAL PROPOSED POWER PLAN E7.1 ELECTRICAL SCHEDULESELECTRICAL SCHEDULES

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FIRE ALARM

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PLUMBING

AutoCAD SHX Text P0.1 PLUMBING LEGEND, SCHEDULE & SPECIFICATIONS PLUMBING LEGEND, SCHEDULE & SPECIFICATIONS P4.1 PLUMBING PROPOSED PLANPLUMBING PROPOSED PLAN

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HILLSBOROUGH COUNTY BOARD OF COUNTY COMMISSIONERS

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SHEET NUMBER

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DATE:

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REVISED:

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REVISED

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DRAWN BY:

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CHECKED BY:

AutoCAD SHX Text 515 Bay Street, Tampa, Florida 33606

AutoCAD SHX Text Telephone (813) 253-3465

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(AA C000531)

AutoCAD SHX Text 1st FLOOR SECURITY LOBBY

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700 E. TWIGGS STREET, TAMPA, FLORIDA

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PROPOSED SITE

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700 E. TWIGGS STREET

1st FLOOR

PLAN APPROVAL

THIS SET OF PLANS MUST BE KEPT ON

THE JOB AT ALL TIMES

It is unlawful to make changes or alterations without written approval from the City of Tampa Construction

Services Division.

The Stamping of this plan shall not be held to permit or approve the violation of any City or State Codes

REVIEWED FOR CODE COMPLIANCE

10/28/2025BLD-26-0519465

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FEC

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72' - MAX TRAVEL DISTANCE

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FIXED SEATING

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CONSTRUCTION DATA CRITERIA

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FIRE PROTECTION &

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FIRE EXTINGUISHER

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LIFE SAFETY PLAN SYMBOL LEGEND

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THIS LEGEND APPLIES TO SHEET A1.0 ONLY

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APPLICABLE CODES

AutoCAD SHX Text FLORIDA BUILDING CODE (FBC)-8TH EDITION (2023) NATIONAL FIRE PROTECTION ASSOCIATION CODE TO FLORIDA FIRE PREVENTION CODE 8TH EDITION (2023) 2019 NFPA 13, 13R, 13D 2019 NFPA 14 2021 NFPA 17A 2019 NFPA 24 2020 NFPA 70 2019 NFPA 72 2021 NFPA 96

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FE

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ROOM NUMBER

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ROOM IDENTIFICATION LEGEND

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OFFICE

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ROOM NAME

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EXIT LIGHT

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EXIT

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2 HOUR FIRE RATED CONSTRUCTION

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LIFE SAFETY PLAN

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

AutoCAD SHX Text BUILDING OCCUPANCY (FBC SECTION 302): (FBC SECTION 302): GROUP B - BUSINESS NUMBER OF STORIES: 8 : 8 8 CONSTRUCTION TYPE (FBC TABLE 601): (FBC TABLE 601): TYPE IIA, FIRE SPRINKLERED FIRE SEPARATION REQUIRED (FBC TABLE 707.3.10): (FBC TABLE 707.3.10): 2 HOUR RATING FOR EXISTING EXIT CORRIDORS TO REMAIN

AutoCAD SHX Text OCCUPANT LOAD : : BUSINESS: AREA OF FIXED SEATING = 36 ADDITIONAL AREA: 690 SF @150 = 5 TOTAL = 41 OCC. MEANS OF EGRESS SIZING (FBC 1005.3.2): (FBC 1005.3.2): OCCUPANT LOAD EGRESS CAPACITY REQ'D PROVIDED OCCUPANT LOAD EGRESS CAPACITY REQ'D PROVIDED EGRESS CAPACITY REQ'D PROVIDED PROVIDED PROVIDED 41 x .2" =9" 108" x .2" =9" 108" =9" 108" 108" NUMBER OF EXITS REQUIRED (FBC TABLE 1006.2.1): (FBC TABLE 1006.2.1): BUSINESS - 1 REQUIRED - 2 PROVIDED COMMON PATH OF EGRESS TRAVEL (FBC TABLE 1006.2.1): (FBC TABLE 1006.2.1): BUSINESS - 100' MAX - 100' MAX EXIT ACCESS TRAVEL DISTANCE (FBC TABLE 1017.2): (FBC TABLE 1017.2): BUSINESS - 300' (SPRINKLERED)

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HILLSBOROUGH COUNTY BOARD OF COUNTY COMMISSIONERS

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SHEET NUMBER

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DATE:

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REVISED:

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REVISED

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DRAWN BY:

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CHECKED BY:

AutoCAD SHX Text 515 Bay Street, Tampa, Florida 33606

AutoCAD SHX Text Telephone (813) 253-3465

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(AA C000531)

AutoCAD SHX Text 1st FLOOR SECURITY LOBBY

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700 E. TWIGGS STREET, TAMPA, FLORIDA

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FIRE EXTINGUISHER IN CABINET

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FEC

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CARD READER, MOUNTED AT 5'-0" AFF TO CENTER

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DECR

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DELAYED-EGRESS CARD READER, MOUNTED AT 5'-0" AFF TO CENTER

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SMOKE RATED PARTITION

AutoCAD SHX Text TOILETS LAVS LAVS M/W M/W M/W M/W M/W M/W BUSINESS OCCUPANCY - 23/23 REQUIRED 1/1 1/1 1/1 1/1 1/1 1/1 1/1 PROVIDED 1/1 1/1 1/1 1/1 1/1

PLUMBING FIXTURE COUNT

PLAN APPROVAL

THIS SET OF PLANS MUST BE KEPT ON

THE JOB AT ALL TIMES

It is unlawful to make changes or alterations without written approval from the City of Tampa Construction

Services Division.

The Stamping of this plan shall not be held to permit or approve the violation of any City or State Codes

REVIEWED FOR CODE COMPLIANCE

10/28/2025BLD-26-0519465

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ROOM

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STAIR

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MEN'S

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DRESSING

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CONFERENCE

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TELEPHONE

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MECHANICAL

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AND STORAGE

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DRESSING

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WOMEN'S

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MUSTER

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TO REMAIN

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EXISTING HANDRAIL

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THIS AREA TO REMAIN

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EXISTING CEILINGS

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HILLSBOROUGH COUNTY BOARD OF COUNTY COMMISSIONERS

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SHEET NUMBER

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DATE:

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REVISED:

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REVISED

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DRAWN BY:

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CHECKED BY:

AutoCAD SHX Text 515 Bay Street, Tampa, Florida 33606

AutoCAD SHX Text Telephone (813) 253-3465

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(AA C000531)

AutoCAD SHX Text 1st FLOOR SECURITY LOBBY

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700 E. TWIGGS STREET, TAMPA, FLORIDA

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KEY PLAN

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DEMOLITION PLAN

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

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DEMOLITION PLAN SPECIFIC NOTES

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DEMOLITION PLAN SPECIFIC NOTES APPLY TO SHEET NUMBER A2.0 ONLY

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DEMOLITION PLAN GENERAL NOTES

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DEMOLITION PLAN GENERAL NOTES APPLY TO SHEET NO. A2.0 ONLY

AutoCAD SHX Text A. PERFORM ADDITIONAL DEMOLITION THAT MIGHT REASONABLY BE REQUIRED PERFORM ADDITIONAL DEMOLITION THAT MIGHT REASONABLY BE REQUIRED IN PREPARATION FOR NEW CONSTRUCTION OR SPECIFIED FINISHES. INCLUDE CUTTING AND PATCHING OF EXISTING WALLS AND FLOORS FOR REMOVAL OR INSTALLATION OF SERVICES, EQUIPMENT OR ACCESSORIES. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ADJOINING SURFACES TO REMAIN. B. CARRY OUT DEMOLITION WORK IN A MANNER TO CAUSE MINIMAL CARRY OUT DEMOLITION WORK IN A MANNER TO CAUSE MINIMAL INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. TAKE CARE TO PREVENT DAMAGE AND EXCESSIVE NOISE OR VIBRATION SO AS NOT TO DISTURB ADJACENT OCCUPIED AREAS. ANY OPERATION THAT MAY CAUSE DISTURBANCE SHALL BE COORDINATED WITH THE OWNER A MINIMUM OF 7 CALENDER DAYS IN ADVANCE. C. SCHEDULE DEMOLITION WORK WITH FACILITY ADMINISTRATION PRIOR TO SCHEDULE DEMOLITION WORK WITH FACILITY ADMINISTRATION PRIOR TO START OF WORK TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR THE UNINTERRUPTED USE OF THE FACILITY. D. PROTECTION - EXERCISE CARE DURING WORK TO PROTECT INTERIOR AND PROTECTION - EXERCISE CARE DURING WORK TO PROTECT INTERIOR AND EXTERIOR EXISTING CONSTRUCTION. REPAIRS REQUIRED TO EXISTING CONSTRUCTION DUE TO DAMAGE SHALL BE DONE AT NO COST TO THE OWNER. E. HAZARDOUS MATERIALS - THE CONTRACTOR SHALL IMMEDIATELY REPORT HAZARDOUS MATERIALS - THE CONTRACTOR SHALL IMMEDIATELY REPORT ANY HAZARDOUS OR TOXIC MATERIALS DISCOVERED TO ARCHITECT, OWNER AND AUTHORITIES HAVING JURISDICTION. F. FINISHES - WHERE NEW FINISHES ARE SCHEDULED FOR EXISTING OR FINISHES - WHERE NEW FINISHES ARE SCHEDULED FOR EXISTING OR RENOVATED SPACES, THE CONTRACTOR SHALL REMOVE EXISTING FINISHES AND PREPARE SUBSTRATES TO RECEIVE NEW FINISHES AS SCHEDULED. PREPARATION OF SUBSTRATES SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: 1. PATCHING AND/OR LEVELING OF FLOOR SLABS 1. PATCHING AND/OR LEVELING OF FLOOR SLABS 2. SKIM COATING OF GYPSUM WALLBOARD SURFACES 3. SANDING OF METAL FRAMES 4. PATCHING EXISTING CONCRETE COLUMNS G. WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, ETC. ARE WHERE EXISTING SERVICES SUCH AS PLUMBING, ELECTRICAL, ETC. ARE AFFECTED BY DEMOLITION WORK, SUCH AS REMOVAL OF AN EXISTING PARTITION, THE SERVICES SHALL BE REMOVED TO A POINT WHERE THEY CAN BE CAPPED AND TERMINATED, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OF THE SPECIFIC DISCIPLINE AFFECTED. H. SITE VISIT - PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE SITE VISIT - PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE FACILITY AND THOROUGHLY FAMILIARIZE HIM/HERSELF WITH EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO OBSERVABLE CONDITIONS WILL BE CONSIDERED. I. REMOVE ABANDONED ELECTRICAL AND TELEPHONE/DATA COMPONENTS REMOVE ABANDONED ELECTRICAL AND TELEPHONE/DATA COMPONENTS WHICH ARE MADE UNNECESSARY BY DEMOLITION AND NEW CONSTRUCTION. J. NOTE THAT OWNER WILL HAVE 3RD PARTY CABLING CONTRACTOR NOTE THAT OWNER WILL HAVE 3RD PARTY CABLING CONTRACTOR WORKIING IN THIS SPACE DURING CONSTRUCTION K. REMOVE EXISTING FLOOR FINISHES AND BASE AND PREPARE SUBFLOOR REMOVE EXISTING FLOOR FINISHES AND BASE AND PREPARE SUBFLOOR AS REQUIRED TO RECEIVE NEW FLOOR FINISHES. SEE ROOM FINISH SCHEDULE SHEET A4.1 FOR NEW FLOOR FINISHES L. REMOVE EXISTING CEILINGS & CEILING GRIDS REMOVE EXISTING CEILINGS & CEILING GRIDS M. REMOVE EXISTING LIGHTING FIXTURES REMOVE EXISTING LIGHTING FIXTURES N. PATCH SURFACES AS REQUIRED FOR NEW FINISHES PATCH SURFACES AS REQUIRED FOR NEW FINISHES

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DEMOLITION PLAN LEGEND

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EXISTING WALL OR PARTITION TO REMAIN

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EXISTING WALL OR PARTITION TO BE REMOVED

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EXISTING DOOR TO BE REMOVED

AutoCAD SHX Text PATCH CARPET AT FLOOR WERE PARTITION IS REMOVED, UTILIZING SALVAGED CARPET FROM NOTE

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AutoCAD SHX Text MOVE EXISTING DATA BOX TO THE RIGHT, CLOSER TO CORNER, TO FIT WITHIN NEW CLOSET. DATA BOX MUST REMAIN DATA BOX MUST REMAIN CONNECTED AND IN SERVICE THROUGHOUT CONSTRUCTION.

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REMOVE EXISTING WALK-OFF CARPET TILES THIS AREA

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EXISTING WALK-OFF CARPET TILES THIS AREA TO REMAIN

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REMOVE EXISTING FLOORING

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AutoCAD SHX Text REMOVE PORTION OF WALL, CREATING A 4" HEADER AT CEILING, SEE DETAILS 1 & 2/A3.1, SALVAGE BASE TO TRIM OUT NEW OPENING

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EXISTING CEILING TO REMAIN

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REMOVE EXISTING CEILING

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SALVAGE CARPET TO REUSE FOR PATCHING IN ROOMS 118G, 118J, 118K, 118L & 118M

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MAINTAIN AND PROTECT WIFI CEILING MOUNTED DEVICES

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REMOVE EXISTING DRYWALL BULKHEAD AT CEILING

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WHITE SECURITY CABINET TO REMAIN

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WALL MOUNTED AED TO BE RELOCATED

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CAP FLUSH WITH FLOOR, ANY EXISTING PLUMBING FOUND WITHIN THIS WALL

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REMOVE WALL MOUNTED TACK BOARD

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AutoCAD SHX Text CUT EXISTING CONCRETE FLOOR SLAB AS REQUIRED TO INSTALL NEW PLUMBING SANITARY LINE TO SINK. PROVIDE STRUCTURAL FLOOR SLAB REPAIR PER 3/A3.1, PROVIDE TERMITE PROTECTION TREATMENT FOR ALL SOIL THAT IS EXPOSED DURING CONSTRUCTION. SEE SPEC THIS SHEET.

AutoCAD SHX Text EPA-REGISTERED TERMITICIDE ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION, IN AN AQUEOUS SOLUTION FORMULETED TO PREVENT TERMITE INFESTATION. PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MFGRS: BASF CORPORATION BAYER ENVIRONMENTAL SCIENCE ENSYSTEX, INC SYNGENTA SERVICE LIFE OF TREATMENT TO BE EFFECTIVE FOR NOT LESS THAN FIVE YEARS AGAINST REINFESTATION OF SUBTERRANEAN TERMITES.

SOIL TREATMENT SPECIFICATION

PLAN APPROVAL

THIS SET OF PLANS MUST BE KEPT ON

THE JOB AT ALL TIMES

It is unlawful to make changes or alterations without written approval from the City of Tampa Construction

Services Division.

The Stamping of this plan shall not be held to permit or approve the violation of any City or State Codes

REVIEWED FOR CODE COMPLIANCE

10/28/2025BLD-26-0519465

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ROOM

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CONFERENCE

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ENTRY LOBBY

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ELEV. LOBBY

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PLAY AREA

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& HOOD

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KITCHENETTE

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NEW GLASS STOREFRONT DOORS, WITH ONE ACTIVE LEAF (LEFT SIDE)

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PS.4/45

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MIN CLEAR

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PS.3

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PS.3A

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FURNITURE BY OWNER, TYPICAL

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SEE DEMOLITION PLAN SHEET A2.0 FOR

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EXTENT OF PARTITIONS TO BE REMOVED

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TO SHEET NUMBER A2.1 ONLY

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FLOOR PLAN GENERAL AND SPECIFIC NOTES APPLY

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FLOOR PLAN GENERAL NOTES

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AutoCAD SHX Text REPAIR ALL EXISTING INTERIOR PARTITIONS AND EXTERIOR WALLS TO REMAIN, AS REQUIRED, AS A RESULT OF DEMOLITION OF EXISTING PARTITIONS OR DEMOLITION OF MECHANICAL OR ELECTRICAL SYSTEMS.

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FLOOR PLAN LEGEND

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AutoCAD SHX Text ALL NEW PARTITIONS TO EXTEND FULL HEIGHT TO DECK AND HAVE FIBERGLASS BATT ACOUSTICAL INSULATION.

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FLOOR PLAN - 1ST FLOOR

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

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FLOOR PLAN SPECIFIC NOTES

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HILLSBOROUGH COUNTY BOARD OF COUNTY COMMISSIONERS

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AutoCAD SHX Text Partners, Inc.

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SHEET NUMBER

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DATE:

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REVISED:

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REVISED

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DRAWN BY:

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CHECKED BY:

AutoCAD SHX Text 515 Bay Street, Tampa, Florida 33606

AutoCAD SHX Text Telephone (813) 253-3465

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(AA C000531)

AutoCAD SHX Text 1st FLOOR SECURITY LOBBY

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700 E. TWIGGS STREET, TAMPA, FLORIDA

AutoCAD SHX Text 08-27-25

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KA

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RT

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EXISTING 2 HOUR FIRE RATED PARTITION

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ROOM NUMBER

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OFFICE

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ROOM NAME

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AutoCAD SHX Text FIRE EXTINGUISHER CABINET W/ 10 LB ABC FIRE EXTINGUISHER BASIS OF DESIGN JL INDUSTRIES, INC. EMBASSY 5634 S21, FIRE-RATED CABINET WHERE LOCATED IN FIRE-RATED PARTITION, RECESSED CABINET WITH FLUSH OPAQUE PANEL, FRAMELESS WITH NO EXPOSED HINGES. FURNISHED WITH 10 LB ABC FIRE EXTINGUISHER. PROVIDE RED VINYL LETTERS, VERTICAL ORIENTATION WITH THE WORDS "FIRE EXTINGUISHER"

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CR

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CARD READER, MOUNTED AT 44" AFF TO CENTER

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DECR

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DELAYED-EGRESS CARD READER, MOUNTED AT 44" AFF TO CENTER

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EXISTING WALK-OFF TILES TO REMAIN

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FLAT SCREEN TV (DIRECTORY), BY OWNER

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SEE DETAILS 1 & 2/A3.1 FOR NEW STRUCTURE AT THIS WALL

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10 LB ABC FIRE EXTINGUISHER ON WALL BRACKET

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RELOCATED WALL MOUNTED AED

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AutoCAD SHX Text REMOVE DELAYED ACCESS CARD READER AT DOOR 8, ELECTRO-MAGNETIC HOLD OPEN CONNECTED TO FIRE ALARM SYSTEM TO REMAIN

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AutoCAD SHX Text RANGE HOOD AND GARBAGE DISPOSAL PROVIDED AND INSTALLED BY GC, RANGE AND REFRIGERATOR PROVIDED BY OWNER, INSTALLED BY GC. BASIS OF DESIGN FOR RANGE HOOD IS GE 30" WALL-MOUNT RECIRCULATING PYRAMID CHIMNEY HOOD MODEL JVW5301SJSS

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TELEVISION, OWNER PROVIDED/ OWNER INSTALLED

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AutoCAD SHX Text ALL BUILDING SECURITY EQUIPMENT AT MAIN ENTRY TO REMAIN OPERATIONAL THROUGHOUT CONSTRUCTION. COORDINATE WITH OWNER AS REQUIRED

AutoCAD SHX Text MOVE EXISTING DATA BOX TO THE RIGHT, CLOSER TO CORNER, TO FIT WITHIN NEW CLOSET. DATA BOX MUST REMAIN DATA BOX MUST REMAIN CONNECTED AND IN SERVICE THROUGHOUT.

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AutoCAD SHX Text FRONT WALL OF NEW CLOSET TO BE CONSTRUCTED OF 5/8" GWB BOTH SIDES OF 1 5/8" METAL STUDS AND PLACED BETWEEN EXISTING WALL MOUNTED PHONE BOX AND DUPLEX POWER OUTLET, NEW CLOSET WALLS TO TERMINATE AT CEILING

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MAINTAIN FIRE RATING ON ALL EXISTING FIRE-RATED PARTITIONS

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PROVIDE NEW PLASTIC LAMINATE ON EXISTING CATCH-ALL AT SECURITY AREA, SEE 1/A12.2

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INFILL WITH SALVAGED CARPET

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RELOCATED WALL MOUNTED AED

PROVIDE VINYL TRANSITION STRIP

PLAN APPROVAL

THIS SET OF PLANS MUST BE KEPT ON

THE JOB AT ALL TIMES

It is unlawful to make changes or alterations without written approval from the City of Tampa Construction

Services Division.

The Stamping of this plan shall not be held to permit or approve the violation of any City or State Codes

REVIEWED FOR CODE COMPLIANCE

10/28/2025BLD-26-0519465

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SEALANT.

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AT WALLS OR PARTITIONS, WHICH ARE NOT FIRE

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RATED, ALL PENETRATIONS AND PERIMETERS SHALL

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AT FIRE RATED WALLS OR PARTITIONS, ALL

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PENETRATIONS SHALL BE SEALED WITH A UL OR FM

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TESTED AND APPROVED PROPRIETARY SYSTEM

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AT ALL TOILET ROOMS SCHEDULED TO RECEIVE

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PROVIDE MOISTURE RESISTANT GYPSUM WALLBOARD

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BE SEALED AIR TIGHT WITH ACOUSTICAL SEALANT.

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CAPABLE OF MAINTAINING THE FIRE RESISTANCE OF

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THE FIRE BARRIER.

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GYPSUM WALLBOARD.

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AT ALL WALLS OR PARTITIONS WITH A SCHEDULED STC

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OR SMOKE RATING NOTE THE FOLLOWING:

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1. EMBED FLOOR AND CEILING CHANNELS AND STUDS

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ABUTTING MASONRY CONSTRUCTION IN TWO

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CONTINUOUS BEADS OF AN APPROVED ACOUSTICAL

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2. FORM 1/4" JOINT AT EDGES OF FINISHED LAYERS OF

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GYPSUM BOARD ABUTTING SLABS, MASONRY WALLS,

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DOOR OPENINGS, ETC. AND CAULK AIR TIGHT WITH

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AN APPROVED ACOUSTICAL SEALANT.

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3. AT MASONRY WALLS ABUTTING SLABS, COLUMNS,

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BEAMS AND INTERSECTING ONE ANOTHER, RAKE

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MORTAR JOINTS AT THESE POINTS AND CAULK AIR

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TIGHT WITH AN APPROVED ACOUSTICAL SEALANT.

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4. CAULK PERIMETERS OF OPENINGS FOR OUTLETS,

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PIPES, CONDUIT, ETC. CAULK ALL OPENINGS AND

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HOLES WITHIN OUTLET BOXES INCLUDING CONDUIT

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ENDS AFTER WIRES ARE PULLED WITH AN APPROVED

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ACOUSTICAL SEALANT.

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5. INSTALL ELECTRICAL AND MECHANICAL OUTLETS IN

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WALLS OR PARTITIONS AS FOLLOWS:

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STC 45 - OFFSET OUTLETS AT LEAST 24" WHICH

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OCCUR ON OPPOSITE SIDES OF PARTITIONS.

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STC 50 - IF OUTLETS OCCUR ON BOTH SIDES

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OF WALL OR PARTITION, "5 SIDE" ALL OUTLETS.

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STC ABOVE 50 - "5 SIDE" ALL OUTLETS.

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6. CAULK PERIMETERS OF CEILING ABUTTING WALLS

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WITH A SCHEDULED STC RATING WITH AN APPROVED

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ACOUSTICAL SEALANT

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OTHERWISE NOTED.

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EXTEND WALL OR PARTITION TO UNDERSIDE OF CONCRETE

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PARTITION & CLOSURE SCHEDULES

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SPECIFIC NOTES

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BEAM OR CONCRETE DECK, AS APPLICABLE TO ACHIEVE

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COMPLETE CLOSURE ABOVE

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PROVIDE TYPE "X" GYPSUM BOARD.

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"CHASE", OMIT FINISH ON CHASE SIDE.

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AT ALL WALLS AND/OR PARTITIONS WHICH CREATE A

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ABOVE THE HIGHEST ADJACENT CEILING OR SOFFIT,

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INTERIOR PARTITIONS SHALL EXTEND 8" MINIMUM

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INDICATE PARTITION TYPE ABOVE FRAME AND

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PARTITION TYPES SHOWN ADJACENT TO HM FRAMES

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PARTITION SCHEDULE GENERAL AND SPECIFIC NOTES

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APPLY TO THESE SCHEDULES ONLY.

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SEE FLOOR PLANS FOR LOCATION OF PARTITION TYPES.

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INTERIOR PARTITIONS ARE TYPE PS.4/45, UNLESS

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PARTITION & CLOSURE SCHEDULES

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GENERAL NOTES

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FINISHED FLOOR) UNLESS OTHERWISE NOTED.

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(GLAZING/DOORS) OR ALUMINUM WINDOW FRAMES

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BELOW FRAME (WHERE FRAME SILL IS NOT AT

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UNLESS OTHERWISE NOTED.

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STC 45

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PS.4/45

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3 5/8" MTL STUDS AT 16" OC

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5/8" TYPE 'X' GYPSUM BOARD

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EACH SIDE @ PS.4/45 & PS.4A/45

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NUMBER

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LAB DESIGN

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RATING

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FIRE

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REMARKS

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TYPE

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GRAPHIC DESCRIPTION

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PARTITION SCHEDULE

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3 1/2" BATT INSULATION

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2-3 5/8" MTL STUDS

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5/8" GYPSUM BOARD

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ALL 3 SIDES

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2 HR

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UL 419

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STC 45

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PS.4/45/F2

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BOARD BOTH SIDSE @ PS.4/45/F2

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2 LAYERS 5/8" TYPE 'X' GYPSUM

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NTS

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WALL DETAIL

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EXISTING PARTITION

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WHERE OCCURS

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NTS

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CEILING DETAIL

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SUSP ACP CEILING

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2-3 5/8" MTL STUDS, BRACED TO STRUCTURE ABOVE

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STC 45

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PS.4A/45

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6" MTL STUDS @ PS.4A/45

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CLOSURE SCHEDULE

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SMOKE

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3 5/8" MTL STUDS AT 16" OC

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5/8" GYPSUM BOARD EACH SIDE

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PS.3

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TERMINATE PARTITION

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4" ABOVE CEILING

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EXCEPT AT PS.3 AND PS.3A

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PS.3A

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TERMINATE PARTITION

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AT CEILING

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NEW 4" CONC SLAB (3000 PSI MIN.) ON GRADE SEE PLAN

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T.O. CONC SLAB

AutoCAD SHX Text DRILL & EPOXY (1)-#4 x 2'-0"LONG @24"O.C. 6" DEEP INTO EXISTING SLAB. USE HILTI HIT-HY 200-R INJECTION ADHESIVE OR EQUIVALENT.

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EXISTING CONCRETE SLAB ON GRADE

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SCALE: NTS

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SECTION - NEW SLAB TO EXISTING SLAB

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15 MIL MIN VAPOR BARRIER, BASIS OF DESIGN: STEGO WRAP OR EQUAL

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HILLSBOROUGH COUNTY BOARD OF COUNTY COMMISSIONERS

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AutoCAD SHX Text Partners, Inc.

AutoCAD SHX Text Architects

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SHEET NUMBER

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DATE:

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REVISED:

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REVISED

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DRAWN BY:

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CHECKED BY:

AutoCAD SHX Text 515 Bay Street, Tampa, Florida 33606

AutoCAD SHX Text Telephone (813) 253-3465

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(AA C000531)

AutoCAD SHX Text 1st FLOOR SECURITY LOBBY

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700 E. TWIGGS STREET, TAMPA, FLORIDA

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NON-STRUCTURAL METAL FRAMING:

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1. STEEL STUDS AND RUNNERS, MIN 25 GA, ASTM C645 (16 STEEL STUDS AND RUNNERS, MIN 25 GA, ASTM C645 (16 GA AT PS.5) 2. FLAT STRAP AND BACKING PLATE MIN THICKNESS 0.033" FLAT STRAP AND BACKING PLATE MIN THICKNESS 0.033" 3. COLD ROLLED CHANNEL BRIDGING, 0.053" MIN THICKNESS COLD ROLLED CHANNEL BRIDGING, 0.053" MIN THICKNESS WITH 1/2" WIDE FLANGES, 1 1/2" DEPTH 4. HAT-SHAPED RIGID FURRING CHANNELS, MIN THICKNESS HAT-SHAPED RIGID FURRING CHANNELS, MIN THICKNESS 0.018", 7/8" DEPTH 5. COLD ROLLED FURRING CHANNELS, MIN 0.053" THICKNESS COLD ROLLED FURRING CHANNELS, MIN 0.053" THICKNESS WITH 1/2" WIDE FLANGES AND 3/4" DEPTH 6. TIE WIRE: ASTM A641/A, CLASS 1 ZINC COATING, SOFT TIE WIRE: ASTM A641/A, CLASS 1 ZINC COATING, SOFT TEMPS 0.062' DIAMETER WIRE 7. HANGER ATTACHMENTS TO CONCRETE:HANGER ATTACHMENTS TO CONCRETE:

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a. EXPANSION ANCHORS CAPABLE OF SUSTAINING A LOAD EXPANSION ANCHORS CAPABLE OF SUSTAINING A LOAD EQUAL TO 5 TIMES THAT IMPOSED AS DETERMINED BY ASTM E 488 b. POWDER-ACTUATED FASTENERS: CAPABLE OF SUSTAINING A POWDER-ACTUATED FASTENERS: CAPABLE OF SUSTAINING A LOAD EQUAL TO 10 TIMES THAT IMPOSED AS DETERMINED BY ASTM E1190.

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8. WIRE HANGERS: ASTM A 641/A 641m, CLASS 1 ZINC COATING, SOFT TAMPS 0.16" DIAMETER

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JOINT SEALANTS:

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ACRYLIC LATEX OR SILICONIZED ACRYLIC LATEX ASTM C875, TYPE OP, GRADE NF.

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THERMAL INSULATION:

AutoCAD SHX Text UNFACED GLASS FIBER BLANKET INSULATION: ASTM C655, TYPE I WITH MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED INDEXES OF 25 AND 50 RESPECTIVELY, PER ASTM 84, PASSIVE ASTM E 136 FOR COMBUSTION CHARACTERISTICS.

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PARTITION SPECIFICATIONS

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GYPSUM BOARD:

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ASTM C 1396/C 1396M, LONG EDGES TAPERED THICKNESS AS INDICATED ON DRAWINGS.

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RT

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KA

AutoCAD SHX Text 08-27-25

AutoCAD SHX Text A3.1

DOOR HARDWARE SETS

PLAN APPROVAL

THIS SET OF PLANS MUST BE KEPT ON

THE JOB AT ALL TIMES

It is unlawful to make changes or alterations without written approval from the City of Tampa Construction

Services Division.

The Stamping of this plan shall not be held to permit or approve the violation of any City or State Codes

REVIEWED FOR CODE COMPLIANCE

10/28/2025BLD-26-0519465

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FLUSH WD

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SOLID CORE

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DOOR TYPES

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

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FLUSH WD, SOLID

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CORE W/ VISION

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PANEL

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1/4" TEMPERED

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CLEAR GLASS

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WOOD DOORS TO MATCH FINISH OF EXISTING DOORS

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ALUM

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SMOKE RATED DOOR

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& HARDWARE

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2" TYP

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2" TYP

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SEE DR

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SEE DOOR SCHEDULE

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SCHED

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HM

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FRAME TYPES

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

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HM-GALVANIZED STEEL CONSTRUCTION

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0.053 INCH (1.3MM) MIN. THICKNESS FULLY WELDED FRAME W/MITERED CORNERS

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SEE DOOR SCHEDULE

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AL STOREFRONT

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SEE DOOR SCHED

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FIELD VERIFY

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FIELD VERIFY

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2" TYP

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ANODIZED BLACK FINISH

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1/4" TEMPERED

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CLEAR GLASS, TYP

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SMOKE RATED PARTITION

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JAMB

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SEE PARTITION SCHED

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FRAME THROAT VARIES,

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1/2" TYP

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1/2" TYP

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JAMB

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VARIES, SEE

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FRAME THROAT

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1/8" THICK Z JAMB

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ANCHOR @ 24" O.C.

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PARTITION SCHED

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FRAME THROAT

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VARIES, SEE

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PARTITION SCHED

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AutoCAD SHX Text 3" = 1'-0"

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HEAD

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AutoCAD SHX Text 3" = 1'-0"

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JAMB

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SILL

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SUSP ACP CEILING,

AutoCAD SHX Text DOUBLE 16 GA. STRUCTURAL METAL STUDS, DIAGONALLY BRACED TO STRUCTURE ABOVE AT 32" O.C.

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ALUM STOREFRONT

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GLAZING

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EXISTING WALL

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ALUM STOREFRONT

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GLAZING

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ALUM STOREFRONT

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GLAZING

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EXISTING CONC SLAB

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CONSTRUCT SMOKE RATED PARTITION CLOSURE TYPE C.1

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HEAD

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INSUL WHERE SCHED,

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SEE PARTITION SCHED

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SUSP ACP CEILING,

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CEILING, REFER

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TO REFL CLG

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PLAN FOR SCHED

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FRAME THROAT

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VARIES,SEE PARTITION

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TYP

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5/8" GYP BOARD,

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TYP. SEE PARTITION

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SCHED

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SCHED

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GYP BD, OR PLASTER

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RE…

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