30%_REVIEW_SET_06-30-2025.pdf

PDF 43 MB Posted Jul 14, 2025

Attached to: Professional Construction Management/General Contracting Services for the S. James Foxman Courthouse Exterior Repair and Renovation
Solicitation number: 25-SQ-134IF
Issued by: Volusia County, Florida

About this file

Written by GovTribe AI · Nov 24, 2025

This is a 60% design development drawing set for the Daytona Beach Justice Center Building Enclosure Survey, Testing & Design project located at 251 N Ridgewood Avenue in Daytona Beach, Florida, prepared by Raymond Architecture & Engineering for Volusia County. The project encompasses a comprehensive exterior renovation of the S. James Foxman Justice Center, a three-story, 59,586 square foot courthouse originally constructed in 1989. The scope includes removal and replacement of exterior building envelope components including brick walls, columns, flashing, gypsum-based sheathing, wall insulation, metal panel cladding, parapet caps, exterior windows, curtain walls, metal doors, and soffits. The design also incorporates selected interior renovation limited to the inside of exterior walls and deteriorated metal stud replacement. The drawing set consists of general sheets (cover, annotations, UL assemblies, wall assemblies), architectural sheets (design pressures, existing demolition plans for three floors, new work plans for three floors, elevations for all four sides, exterior glazing elevations), and detailed sheets (curtain wall and window details, exterior door details, metal panel details, and stud framing details). Wind design pressures are calculated per ASCE 7-22 with a basic wind speed of 148 mph and Exposure Category C. The project is classified as a Level 2 Alteration under the Florida Building Code with renovation scope per NFPA 101, and compliance is required with the 2023 Florida Building Code, including accessibility, life safety, fire prevention, energy, electrical, mechanical, plumbing, and gas standards administered by Volusia County.

Product specifications include Kawneer Company curtain wall systems (1600 Wall System 1 IR, 500T Insulpour Thermal Entrance, IR501T Storefront, GlassVent UT Windows) and Innovative Metals Company exterior metal panels (Latitude and Element systems). The design incorporates UL fire-rated assemblies including UL #U418 (45-minute) and UL #U425 (1.5-hour) configurations, with wall assembly details provided for both existing conditions and new construction. Exterior finishes include IMETCO metal panels in various profiles and colors (steel gray, silver cloud, and bone white), 7/8-inch three-coat cement plaster over metal lath with air and water barrier systems, and Metal Era FM-approved parapet caps. Interior finishes include gypsum board on metal framing with various tape and finish levels, acoustic sealants for sound control, and coordination with existing structural conditions. The contractor is responsible for field verification of all existing conditions, submission of shop drawings signed and sealed by Florida-registered professional engineers, and compliance with manufacturer recommendations. All work must conform to applicable code requirements with final approval and inspection by Volusia County Building Department and Fire Department, with particular attention to silica dust control, scaffolding and shoring plans, and protection of existing occupied spaces during construction.

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Professional_Construction_Management_General_Contracting_Services_for_the_S._James_Foxman_Courthouse_Exterior_Repair_and_Renovation_(Addendum_#1_Revision).pdf	PDF	Jul 18, 2025
Professional_Construction_Management_General_Contracting_Services_for_the_S._James_Foxman_Courthouse_Exterior_Repair_and_Renovation.pdf	PDF	Jul 16, 2025
Exhibit_C_-_Insurance_Requirments.pdf	PDF	Jul 16, 2025
Exhibit_D_-_Draft_Part_A_Contract_25-SQ-134IF.pdf	PDF	Jul 16, 2025
Exhibit_E_-_Draft_Part_B_Contract_25-SQ-134IF.pdf	PDF	Jul 16, 2025
Exhibit_B_-_Preliminary_Renderings.pdf	PDF	Jul 16, 2025
Exhibit_A_-_FACADE_CONDITION_ASSESSMENT_REPORT.pdf	PDF	Jul 16, 2025
30%_REVIEW_SET_06-30-2025.pdf	PDF	Jul 14, 2025
02rev2_-_ORL1025.015_-_S._James_Foxman_Justice_Center_-_Facade_Condition_Assessment_Report-Redacted.pdf	PDF	Jul 14, 2025
DOC061625-06162025105422.pdf	PDF	Jul 14, 2025
PRIME-SUB_FORM_for_Contractors_rev._01.15.2025_(lock_before_publishing).xls	XLS spreadsheet	Jul 14, 2025
Prebid.docx	DOCX document	Jul 14, 2025

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DRAWING INDEX

DAYTONA BEACH JUSTICE CENTER

BUILDING ENCLOSURE SURVEY, TESTING & DESIGN

251 N Ridgewood Ave, Daytona Beach, FL 32114

Raymond Project #: ORL1025.008 Client Project #: PC3578

R . M

C C

R . M

C C

PROJECT AREA

VOLUSIA COUNTY

S. JAMES FOXMAN JUSTICE CENTER

LOCATION MAP

SCALE: N.T.S.

SCOPE OF WORK

A SEPARATE PROJECT MANUAL (SPECIFICATION) IS:

INCLUDED

NOT INCLUDED

AS PART OF THIS PROJECT.

SPECIFICATIONS

CODE REFERENCE

R . M

C C

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DWG NO DRAWING TITLE ISSUE DATE REV NO. LATEST ISSUE

GENERAL

G-001 COVER CODE INFO. AND INDEX SHEET 6/30/2025

G-002 ANNOTATIONS & ABBREVIATIONS 6/30/2025

G-003 UL ASSEMBLIES AND DETAILS 6/30/2025

G-004 UL ASSEMBLIES AND DETAILS 6/30/2025

G-005 WALL ASSEMBLIES 6/30/2025

ARCHITECTURAL

A-102 DESIGN PRESSURES 6/30/2025

XA-201 EXISTING DEMO 1ST FLOOR PLAN 6/30/2025

XA-202 EXISTING DEMO 2ND FLOOR PLAN 6/30/2025

XA-203 EXISTING DEMO 3RD FLOOR PLAN 6/30/2025

A-201 NEW WORK 1ST FLOOR PLAN 6/30/2025

A-202 NEW WORK 2ND FLOOR PLAN 6/30/2025

A-203 NEW WORK 3RD FLOOR PLAN 6/30/2025

XA-301 EXIST. DEMO NORTH & SOUTH ELEVATIONS 6/30/2025

XA-302 EXIST. DEMO EAST & WEST ELEVATIONS 6/30/2025

A-301 NEW WORK NORTH & SOUTH ELEVATIONS 6/30/2025

A-302 NEW WORK EAST & WEST ELEVATIONS 6/30/2025

A-303 NEW WORK EAST & WEST ELEVATIONS 6/30/2025

A-401 EXTERIOR GLAZING ELEVATIONS 6/30/2025

A-501 CURTAIN WALL AND WINDOW DETAILS 6/30/2025

A-502 TYPICAL EXTERIOR DOOR DETAILS 6/30/2025

A-503 TYPICAL METAL PANEL DETAILS 6/30/2025

A-504 STUD FRAMING DETAILS 6/30/2025

G-001

G E

N C

R E

Y, T

N R

O D

, D

, F L

C O

D E

. A N

S H

O R

K G

C C

C . S

R . G

G . S

R G

N D

FLORIDA PRODUCT APPROVAL

LEVEL OF ALTEREATION

ALTERATION

LEVEL 2 FBC-EXISTING BUILDING (2023)

Section 603.1 Scope.

LEVEL 2 ALTERATIONS INCLUDE THE ADDITION OR ELIMINATION OF

ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF

ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT;

AND SHALL APPLY WHERE THE WORK AREA IS EQUAL TO OR LESS

THAN 50 PERCENT OF THE BUILDING AREA.

CLASSIFICATION OF REHABILITATION WORK CATEGORY

RENOVATION

NFPA 101. LIFE SAFETY CODE W/ FLORIDA AMENDMENTS 8TH EDITION,

43.2.2.1.2 RENOVATION. THE REPLACEMENT IN KIND,

STRENGTHENING, OR UPGRADING OF BUILDING ELEMENTS,

MATERIALS, EQUIPMENT, OR FIXTURES, THAT DOES NOT RESULT IN A

RECONFIGURATION OF THE BUILDING SPACES WITHIN.

43.2.2.1.3 MODIFICATION. THE RECONFIGURATION OF ANY SPACE;

THE ADDITION, RELOCATION, OR ELIMINATION OF ANY DOOR OR

WINDOW; THE ADDITION OR ELIMINATION OF LOAD-BEARING

ELEMENTS; THE RE CONFIGURATLON OR EXTENSION OF ANY

SYSTEM; OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT.

CODE YEAR AUTHORITY HAVING

JURISDICTION

BUILDING

FLORIDA BUILDING CODE

(EXISTING BUILDING) 2023 VOLUSIA COUNTY

ACCESSIBILITY

FLORIDA BUILDING CODE

(ACCESSIBILITY) 2023 VOLUSIA COUNTY

LIFE SAFETY

NFPA 101- LIFE SAFETY

CODE W/ FLORIDA

AMENDMENTS FIRE

DEPARTMENT

2023 VOLUSIA COUNTY

FIRE

PREVENTION

FFPC - FLORIDA FIRE

PREVENTION CODE

8th

EDITION

VOLUSIA COUNTY

FIRE DEPARTMENT

NFPA-1 UNIFORM FIRE

CODE W/ FLORIDA

AMENDMENTS

8th

EDITION

VOLUSIA COUNTY

FIRE DEPARTMENT

ENERGY

FLORIDA BUILDING CODE

(ENERGY) 2023 VOLUSIA COUNTY

ELECTRICAL

FLORIDA BUILDING CODE

(ELECTRICAL) 2023 VOLUSIA COUNTY

MECHANICAL

FLORIDA BUILDING CODE

(MECHANICAL) 2023 VOLUSIA COUNTY

PLUMBING

FLORIDA BUILDING CODE

(PLUMBING) 2023 VOLUSIA COUNTY

GAS

FLORIDA BUILDING CODE

(GAS) 2023 VOLUSIA COUNTY

NOTES:

1. FBC SECTION 110.8.4.4: "TO THE BEST OF THE ARCHITECT/ENGINEER'S

KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE

APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE SAFETY

STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE

WITH THIS SECTION AND CHAPTER 633, FLORIDA STATUTES."

2. COMPLY WITH AMERICAN WITH DISABILITIES ACT AND UNIFORM FEDERAL

ACCESSIBILITY STANDARDS (UFAS), WHERE APPLICABLE AND TO THE BEST

OF THE ARCHITECT/ENGINEER'S KNOWLEDGE, THIS PROJECT HAS BEEN

DESIGNED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT,

AND FLORIDA ACCESSIBILITY CODE 2023.

3. ANY CODES & STANDARDS REFERENCED IN THE APPLICABLE CODES CITED

HEREIN, ARE HEREBY INCORPORATED INTO THIS DOCUMENT AS IF THEY WERE

SPECIFICALLY CITED WITHIN THESE DOCUMENTS.

CATEGORY PRODUCT DESCRIPTION MANUFACTURER APPROVAL

NUMBER

EXTERIOR

CURTAINWALL 1600 WALL SYSTEM 1 IR KAWNEER

COMPANY INC. 5388.2

EXTERIOR

DOORS

500T INSULPOUR

THERMAL ENTRANCE

(EHPA)

KAWNEER

COMPANY INC. 28914.2

EXTERIOR

STOREFRONT IR501T KAWNEER

COMPANY INC. 15404.1

EXTERIOR

WINDOWS GLASSVENT UT KAWNEER

COMPANY INC. 20500.1

EXTERIOR

METAL PANELS

LATITUDE AND ELEMENT

EXTERIOR WALL

PANELS

INNOVATIVE

METALS

COMPANY, INC

IMETCO

FL38747

ESR-4646

SCOPE IS LIMITED TO: NOT A SUBSTANTIAL IMPROVEMENT

1. THE EXTERIOR RENOVATION INCLUDES THE REMOVAL AND

REPLACEMENT OF EXTERIOR BUILDING ENVELOPE COMPONENTS EXPOSED

TO THE WEATHER INCLUDING BUT NOT LIMITED TO:

a. REMOVAL OF EXTERIOR BRICK WALL AND COLUMNS AND ASSOCIATED

FLASHING LEDGE ANGLES AND BRICK TIES,

b. REPLACEMENT OF EXTERIOR GYPSUM BASED SHEATHING,

c. REPLACEMENT OF WALL INSULATION,

d. INSTALLATION OF METAL PANELS CLADDING,

e. REPLACEMENT OF PARAPET CAPS AND ASSOCIATED FLASHING AND WOOD

NAILERS.

f. REPLACEMENT OF EXTERIOR WINDOWS AND CURTAIN WALLS,

g. REPLACEMENT OF EXTERIOR METAL DOORS,

h. REPLACEMENT OF EXTERIOR SOFFITS.

2. THE WORK ALSO INCLUDES:

a. EXPOSED EXTERIOR ENVELOPE SURFACES AND COMPONENTS TO BE

PREPARED, PRIMED, PAINTED,

b. EXPOSED SEALANTS REPLACEMENT

3. SELECTED INTERIOR RENOVATION WILL BE LIMITED TO THE INSIDE OF

THE EXTERIOR WALLS:

a. INTERIOR ADJACENT GYPSUM WALLBOARD WITHIN 12 INCHES OF

ADJACENT SURFACES AND REPLACEMENT AS REQUIRED FOR THE

INSTALLATION OF NEW EXTERIOR WINDOWS AND DOORS.

b. NEW FINISHES (FLOOR, WALL AND CEILING)

4. SELECTED DEMOLITION AND REPLACEMENT OF DETERIORATED METAL

STUDS IN THE WALL CAVITY.

5. WHERE A SCOPE OF WORK ITEM IS DESIGNATED, THAT DESIGNATION IS

TYPICAL FOR ALL SIMILAR COMPONENTS WHETHER OR NOT SPECIFICALLY

CALLED OUT.

6. AT A MINIMUM, ALL EXPOSED EXTERIOR ENVELOPE SURFACES WILL BE

PROPERLY PREPARED, PRIMED, PAINTED, AND ALL EXPOSED SEALANTS

REPLACED. WHERE A SCOPE OF WORK ITEM IS DESIGNATED, THAT DESIGNATION

IS TYPICAL FOR ALL SIMILAR COMPONENTS WHETHER OR NOT SPECIFICALLY

CALLED OUT.

SHEET NUMBER

NUMBER FOR DETAIL

LETTER FOR SECTION

NUMBER FOR DETAILS

NUMBER

TICK INDICATES TOP SURFACE

FIRE RESISTANCE DESIGNATION

AS SHOWN IN WALL TYPE SCHEDULE

H1 = FLOOR TO UNDER SIDE OF ROOF

SCHEDULED PARTITION

T = THERMAL INSULATION

INSULATION DESIGNATION

S = SOUND INSULATION

\ = ONE HALF HOUR

3 = THREE HOUR

2 = TWO HOUR

1 = ONE HOUR

OR PLATFORM

H2 = 6" ABOVE CEILING.

WALL TYPE NUMBER

WALL SCHEDULE

4 A-611

SECTION OCCURS

SHEET ON WHICH

NUMBER

A-304 A-542

A-201

MATCHLINE MATCHLINE

NUMBER FOR DETAIL

LETTER FOR SECTION

SHEET NUMBER

WINDOW

LETTER

NUMBER OF

ELEVATION SET

ELEVATION NUMBER

SHEET ON WHICH

ELEVATION IS SHOWN

SHEET ON WHICH

ELEVATION OCCURS

SHEET(S) WHERE

REFERENCED FROM

SHEET ON WHICH

DETAIL OCCURS

SHEET ON WHICH

SECTION OCCURS

LETTER FOR

ENLARGED PLANS

DETAIL/SECTION CROSS REFERENCE

DETAIL

ELEVATION

WALL TYPE

SECTION

DETAIL/SECTION TITLE HEADING

MATCHLINE

WORK POINT / ELEV BENCH MARK

GRAPHIC SCALE

INTERIOR ELEVATION

WINDOW

REVISION

KEYNOTE REFERENCE TO ENLARGED DETAIL

COLUMN LINES

NORTH ARROW

1/4"=1'-0" 8'2' 12'0 4'

A-501

A-3011

A-201

SCALE:

TITLE

G-002-

HIR1

NEW DEMO

EARTH

CONCRETE MASONRY

CONCRETE

COMPRESSIBLE FILLER

PORTLAND CEMENT

PLASTER OVER METAL LATH

UNIT

PORTLAND

BATT INSULATION GYPSUM COVER BOARD

MEMBER

TO BE REMOVED

PLYWOOD

WOOD BLOCKING

CONTINUOUS WOOD

FINISHED WOOD MEMBER

CONSTRUCTION - EXISTING

POLYISOCYANURATE

METAL

CEMENT PLASTER

TONGUE & GROOVE

FINISH SYSTEM

EXTERIOR INSULATION &

BASE COURSE

CONSTRUCTION - NEW

RIGID INSULATION

LIGHT WEIGHT INSULATING

CONCRETE (LWIC)

MATERIALS LEGEND

TO REMAIL

CONSTRUCTION - EXISTING

DRAWING ANNOTATIONS

ABBREVIATIONS

A-503

@ AT

" INCH

' FOOT

± PLUS OR MINUS

Ø DIAMETER

℄ CENTERLINE

# NUMBER

& AND

A/C AIR CONDITION

A/E ARCHITECT /

ENGINEER

ACI AMERICAN CONCRETE

INSTITUTE

ADDL ADDITIONAL

ADH ADHESIVE

AGGR AGGREGATE

AHJ AUTHORITY HAVING

JURISDICTION

ALUM ALUMINIUM

ANSI AMERICAN NATIONAL

STANDARDS

INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD

ASSOCIATION

APPROX APPROXIMATE

ARCH ARCHITECT

ASB ASBESTOS

ASPH ASPHALT

ASTM AMERICAN SOCIETY

FOR TESTING AND

MATERIALS

AVG AVERAGE

AWPA AMERICAN WOOD

PRESERVERS'

ASSOCIATION

AWS AMERICAN WELDING

SOCIETY

B PL BASE PLATE

BAT BATTEN

BD BOARD

BD FT BOARD FEET (FOOT)

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLK BLOCK

BLK'G BLOCKING

BLVD BOULEVARD

BRCC BRACING

BRG PL BEARING PLATE

BUR BUILT UP ROOFING

CD CONSTRUCTION

DOCUMENTS / CONTRACT

DOCUMENTS

CFLG COUNTERFLASHING

CHK CHECK

CI CAST IRON

CJ CONTROL JOINT

CL CENTER LINE

CLDG CLADDING

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CSB CONCRETE SPLASH BLOCK

CTG COATING

CTRL CONTROL

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIFF DIFFERENCE

DIM DIMENSION

DIS DISTANCE

DS DOWN SPOUT

DSGN DESIGN

DWG DRAWING

EA EACH

EIFS EXTERIOR INSULATION AND

FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ENCL ENCLOSURE

ENGR ENGINEER

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EQUIP EQUIPMENT

ERD EXISTING ROOF DRAIN

EXH EXHAUST

EXIST EXISTING

FACIL FACILITY

FAS FASCIA

FAS BD FASCIA BOARD

FLASH FLASHING

FT FEET

GA GAUGE

GALV STL GALVANIZED STEEL

GC GENERAL CONTRACTOR

GS GRAVEL STOP

GSB GYPSUM SHEATHING

BOARD

GUT GUTTER

GYP GYPSUM

GYP BD GYPSUM BOARD

HNDRL HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING,

AND AIR CONDITIONING

INFO INFORMATION

INSUL INSULATION

IRMA INVERTED ROOF

MEMBRANE ASSEMBLY

JT JOINT

∠ ANGLE

LBS POUND

LT WT LIGHT WEIGHT

LTNG LIGHTNING

LP LOW POINT

MAX MAXIMUM

MD METAL DECK

ME MECHANICAL ENGINEER

MECH MECHANICAL

MEMB MEMBRANE

MFR MANUFACTURER

MFR REC MANUFACTURER'S

RECOMMENDATION

MIN MINIMUM

MOD BIT MODIFIED BITUMEN

MTL METAL

MWP MEMBRANE

WATERPROOFING

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF

ARCHITECTURAL METAL

MANUFACTURERS

NFPA NATIONAL FIRE

PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NRCA NATIONAL ROOFING

CONTRACTORS ASSOCIATION

OC ON CENTER

OF / CI OWNER

FURNISHED/CONTRACTOR

INSTALLED

OF / OI OWNER FINISHED/OWNER

INSTALLED

OF OVERFLOW ROOF DRAIN

OSHA OCCUPATIONAL SAFETY

AND HEALTH

ADMINISTRATION

PART PARTIAL

PLYWD PLYWOOD

PREFAB PREFABRICATE

PSF POUNDS PER SQUARE

FOOT

PT PRESSURE TREATED

R RADIUS

RD ROOF DRAIN

REC RECESSED

REQD REQUIRED

RFG ROOFING

RLG RAILING

RV ROOF VENT

SBS STYRENE BUTADIENE

STYRENE

SCP SCUPPER

SF SQUARE FEET (FOOT)

SHT MTL

FLASH SHEET METAL FLASHING

SIM SIMILAR

SK SKETCH

SLNT SEALANT

SPEC SPECIFICATION

SQ SQUARE

SST STAINLESS STEEL

STD STANDARD

STRUCT STRUCTURAL

THERM THERMAL

THRU THROUGH

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOS TOP OF STEEL

TRTD TREATED

TYP TYPICAL

VAR VARIES

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

W/ WITH

W/O WITHOUT

WBL WOOD BLOCKING

WD WOOD

WP WATERPROOFING

WPM WATERPROOF MEMBRANE

XPS EXTRUDED

POLYSTYRENE BOARD

(INSULATION)

A-100D B

ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS

U.L. - UNDERWRITERS' LABORATORIES

F.M.- FACTORY MUTUAL OR FACTORY MUTUAL RESEARCH

CORPORATION

SMACNA - SHEET METAL AND AIR CONDITIONING CONTRACTOR

ASSOCIATION

AIA - AMERICAN INSTITUTE OF ARCHITECTS

NRCA - NATIONAL ROOFING CONTRACTOR ASSOCIATION

ARMA - ASPHALT ROOFING MANUFACTURERS ASSOCIATION

NCBC- NORTH CAROLINA BUILDING CODE 2018 EDITION

NFPA - NATIONAL FIRE PREVENTION ASSOCIATION

REFERENCES / DESIGN CONSIDERATIONS

GENERAL CONSTRUCTION NOTES

A. THESE NOTES ARE FOR THE CONTRACTOR, AND ALL

ASSOCIATED SUBCONTRACTORS, MANUFACTURERS,

AND SUPPLIERS.

B. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE

FIELD. THIS SHALL INCLUDE VERIFYING THE EXACT

LOCATIONS, DIMENSIONS, AND QUANTITIES OF ALL

EQUIPMENT AND APPURTENANCES ASSOCIATED WITH THIS

PROJECT. THE CONTRACTOR SHALL NOTIFY THE OWNER, IN

WRITING, OF ALL CONDITIONS WHICH ARE IN VARIANCE WITH

THE CONDITIONS DOCUMENTED HEREIN PRIOR TO

SUBMITTING A BID. AFTER AWARD, NO ADDITIONAL COSTS TO

THE OWNER WILL BE ACCEPTED.

C. THE BUILDING MAY BE FULLY OR PARTIALLY OCCUPIED; THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MEANS AND

METHODS OF CONSTRUCTION.

D. THE CONTRACTOR SHALL PROTECT ALL EXISTING

CONSTRUCTION TO REMAIN, INCLUDING GROUNDS, EXTERIOR

SURFACES, AND THE INTERIOR OF THE BUILDING. DAMAGE

CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT NO

ADDITIONAL COST TO THE OWNER. ALL REPAIR WORK MUST

CONFORM TO THE ORIGINAL CONDITIONS AND SATISFY TO

THE OWNER AND DESIGNER OF RECORD.

E. ALL DETAILS INDICATE MINIMUM INSTALLATION

REQUIREMENTS. IF THE MANUFACTURER'S STANDARD

DETAILS ARE MORE STRINGENT, IN THE OPINION OF THE

DESIGNER OF RECORD, THEY SHALL GOVERN. IF THE DETAILS

SHOWN ARE MORE STRINGENT THAN THE MANUFACTURER'S

STANDARD DETAILS, IN THE OPINION OF THE DESIGNER OF

RECORD, THE DETAILS SHOWN SHALL GOVERN, REGARDLESS

OF THE MANUFACTURER'S WILLINGNESS TO WARRANT /

GUARANTEE THE LESSER DETAIL. BY SUBMITTING A BID FOR

THIS PROJECT, IT IS UNDERSTOOD THAT THE

SUBCONTRACTOR AND MANUFACTURER AGREE TO

WARRANTY / GUARANTEE THE DETAILS SHOWN. DESIGNER

OF RECORD MAY, BUT IS NOT OBLIGATED TO, ACCEPT ANY

PROPOSED CHANGES TO THE DETAILS SHOWN.

F. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIAL

FOR A COMPLETE AND WATERTIGHT JOB WHICH IS FULLY

WARRANTED / GUARANTEED BY THE MANUFACTURER AS

PROVIDED FOR IN THE CONTRACT DOCUMENTS. ANY DETAILS

OR WORK REQUIRED FOR A COMPLETE JOB BUT NOT SHOWN

NOR SPECIFIED BY THE CONTRACT DOCUMENTS SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S

RECOMMENDATIONS AND REQUIREMENTS AT NO ADDITIONAL

COST TO THE OWNER. ANY ADDITIONAL LABOR AND MATERIAL

REQUIRED TO MEET THE MANUFACTURER'S WARRANTY /

GUARANTY REQUIREMENTS, BUT NOT INDICATED BY THE

CONTRACT DOCUMENTS SHALL BE PROVIDED AT NO

ADDITIONAL COST TO THE OWNER

G. ALL WOOD BLOCKING USED IN THE WORK SHALL BE A

MINIMUM OF 2x6 PRESSURE TREATED AS SPECIFIED. REPLACE

DETERIORATED WOOD BLOCKING AS REQUIRED.

H. ADDITIONAL DETAILS NOT KEYED ON THE PLANS MAY BE

REFERENCED AND SHALL BE INSTALLED AS NECESSARY.

I. ANY INTERIOR FINISH DAMAGE AS A RESULT OF THIS SCOPE

OF WORK SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR TO RESTORE TO MATCH EXISTING.

J. ALL ELECTRICAL WORK SHALL BE PERFORMED BY LICENSED

CONTRACTORS. THE CONTRACTOR SHALL SCHEDULE AN

INSPECTION BY A LOCAL STATE ELECTRICAL INSPECTOR FOR

ALL ELECTRICAL WORK PRIOR TO COVERING OF THE WORK

AND PRIOR TO RE-ENERGIZING THE SYSTEM. SCHEDULE

ELECTRICAL INSPECTION FOR MONDAY THROUGH FRIDAY

FROM 9 AM TO 5 PM. SCHEDULE THE DOWNTIME OF THE

EQUIPMENT WITH THE OWNER. ORGANIZE THE WORK AS

NEEDED TO MINIMIZE THE DOWN TIME AS MUCH AS POSSIBLE.

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SILICA-CONTAINING MATERIAL: DURING ACTIVITIES THAT PHYSICALLY DISTURB SILICA-CONTAINING MATERIALS INCLUDING, BUT NOT LIMITED TO, CHIPPING, GRINDING, SANDING, DRILLING, CORING, BREAKING, CUTTING, OF ROCKWORK, CONCRETE, PLASTER, DRYWALL, FLOOR LEVELING COMPOUNDS, CERAMIC TILES, ETC., CONTRACTOR SHALL CONTROL EMISSIONS OF SUCH DUST TO PREVENT

ASSOCIATED EMISSIONS TO NON-WORK AREAS, AND IMPLEMENT APPROPRIATE CONTROLS TO PROTECT POTENTIALLY AFFECTED WORKERS, CAST MEMBERS, GUESTS AND VISITORS FROM INHALATION OF SAID DUSTS. SILICA CAN CAUSE IRREVERSIBLE LUNG DAMAGE AND IS A SUSPECTED HUMAN CARCINOGEN.

CARCINOGENS: CONTRACTOR SHALL USE NO NEW PRODUCTS CONTAINING ANY OSHA REGULATED

CARCINOGENS.

SCRIM & SCAFFOLDING: CONTRACTOR SHALL PROVIDE STAMPED ENGINEERED SCAFFOLDING PLANS AND

CALCULATIONS FOR OWNER APPROVAL. CONTRACTOR TO PROVIDE SCRIM AS REQUIRED (TO BE

DETERMINED BY OWNER) TO BLOCK SIGHT LINES FROM GUEST VIEW DURING CONSTRUCTION.

SHORING: CONTRACTOR SHALL PROVIDE STAMPED ENGINEERED SHORING PLANS FOR OWNER

APPROVAL.

CONSTRUCTION DRAWINGS: BUILDING DEPARTMENT APPROVED PLANS SHALL BE KEPT IN A SECURE PLACE AND SHALL NOT BE USED BY WORKMEN. THE CONTRACTOR SHALL BE RESPONSIBLE OF ALL

SUB-CONTRACTORS CONSTRUCTION DRAWINGS AND SPECIFICATIONS REFLECTING THE SAME

INFORMATION. ALL WORK INSTALLED AS A RESULT OF SUBCONTRACTORS PERFORMING WORK USING INCORRECT DRAWINGS AND SPECIFICATIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REMEDY. THE CONTRACTOR SHALL ALSO MAINTAIN, IN GOOD CONDITION, ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDEDUMS, AND CHANGE ORDERS ON THE PREMISE AT ALL TIMES. THESE ARE TO

BE UNDER THE CARE OF THE JOB SUPERINTENDENT.

FIELD VERIFICATION: CONTRACTOR SHALL WALK SITE TO CONFIRM CONDITIONS, ETC AND SHALL NOTIFY OWNER OF DISCREPANCIES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL INVESTIGATE, VERIFY EXISTING CONDITIONS AND BE RESPONSIBLE FOR ALL DIMENSIONS AND ELEVATIONS AND CONDITIONS OF THE PROJECT. THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARCHITECT REGARDING ANY

CONDITIONS REQUIRING CHANGE OR MODIFICATIONS BEFORE PROCEEDING WITH THE WORK.

GENERAL CONDITIONS: PERFORM ALL WORK REQUIRED BY THE CONTRACT DOCUMENTS FOR THE

ALTERATION, RENOVATION, REPAIR AND REHABILITATION OF THE DESIGNATED PREMISES, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT, TRANSPORTATION, SCAFFOLDING AND OTHER FACILITIES AND SERVICES NECESSARY FOR THE PROPER AND COMPLETE EXECUTION OF THE WORK. THESE GENERAL CONDITIONS SHALL APPLY TO ALL WORK INDICATED IN THIS DRAWING SET AND SHALL EXTEND TO ANY

CHANGES OR ADDITIONAL SCOPE DEVELOPED DURING THE COURSE OF THE PROJECT.

EXCLUSIONS: CONTRACTORS SHALL MAKE KNOWN TO THE ARCHITECT & CONSTRUCTION MANAGER ANY LIMITATIONS, EXCLUSIONS OR MODIFICATIONS TO THE PROJECT CLEARLY AND EXPLICITLY ON THE BID DOCUMENTS. UNLESS SPECIFICALLY EXCLUDED, THEY WILL BE PRESUMED TO BE INCLUDED IN ALL

PRICING OF THE PROJECT.

COMPLEMENTARY DOCUMENTS: THE ARCHITECT'S DRAWINGS, SPECIFICATIONS AND CONSTRUCTION NOTES ARE COMPLEMENTARY, AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED FOR

BY ALL.

INCONSISTENCIES: WHERE DIFFERENCES BETWEEN THE DRAWINGS, NOTES AND SPECIFICATIONS OCCUR, THE DECISION OF THE ARCHITECT SHALL GOVERN AS TO WHICH TAKES PRECEDENCE. THE

ARCHITECT SHALL PROMPTLY RESOLVE ANY SUCH DISCREPANCIES BROUGHT FORWARD BY THE

CONTRACTOR.

MISSING INFORMATION: THE CONTRACTOR SHALL STUDY THE DRAWINGS, NOTES, SPECIFICATIONS AND

OTHER INSTRUCTIONS, AND NOTIFY THE ARCHITECT OF ANY INCONSISTENCIES OR MISSING

INFORMATION REQUIRED FOR FABRICATION OR INSTALLATION OF THE WORK. THE CONTRACTOR SHALL

REQUEST INSTRUCTIONS FROM THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.

DOUBTFUL CONDITIONS / FIELD CONDITIONS: VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AFFECTING THE WORK AT THE SITE. NOTIFY THE ARCHITECT OF ANY CONDITIONS OR MATERIALS THAT ARE FOUND CONTRARY TO THOSE INDICATED ON THE DRAWINGS, OR OF ANY DOUBTFUL CONDITIONS THAT MIGHT AFFECT THE QUALITY OF OR INTERFERE WITH THE PROPER COMPLETION OF THE PROJECT

PRIOR TO COMMENCING WORK. COMMENCEMENT OF WORK INDICATES ACCEPTANCE OF EXISTING

CONDITIONS.

CONTACT LIST: THE CONTRACTOR SHALL UPDATE AND MAINTAIN A PROJECT DIRECTORY INCLUDING ALL

DESIGN TEAM MEMBERS & APPROVED SUBCONTRACTORS, WITH FULL CONTACT INFORMATION FOR

EACH.

PERMITS AND APPROVALS: OBTAIN ALL REQUIRED PERMITS AND PAY FEES FOR PERMITS, LICENSES, INSPECTIONS, FILINGS AND APPROVALS REQUIRED BY LOCAL LAWS, ORDINANCES AND REGULATIONS

NECESSARY FOR COMPLETION OF THE PROJECT.

INSPECTIONS: SCHEDULE REQUIRED INSPECTIONS IN A TIMELY MANNER SO AS NOT TO INTERRUPT

PROGRESS OF THE WORK.

WORK PERMIT: A VALID WORK PERMIT SHALL BE PROMINENTLY DISPLAYED AT THE JOB SITE FOR THE

ENTIRE DURATION OF THE WORK.

COMPLIANCE WITH CODES: ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF BUILDING INSPECTION, PLANNING DEPARTMENT, FIRE DEPARTMENT, AND LOCAL UTILITY AGENCIES HAVING JURISDICTION. WHERE REQUIREMENTS OF THESE CODES ARE CONTRADICTORY OR MUTUALLY

EXCLUSIVE, THE MORE STRINGENT RULE SHALL APPLY.

MEANS AND METHODS: THE CONTRACTOR SHALL SUPERVISE THE WORK USING THE BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR, AND SHALL HAVE CONTROL OVER, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.

SHOP DRAWINGS: ALL REINFORCING STEEL, STRUCTURAL STEEL, SHOP DRAWINGS, ALONG WITH

THEIR RESPECTIVE CALCULATIONS (WHEN APPLICABLE), SHALL BE SIGNED AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA, AND SHALL BE SUBMITTED TO THE ARCHITECT / ENGINEER FOR REVIEW PRIOR TO BE SUBMITTED TO THE BUILDING DEPARTMENT

AND PRIOR TO ERECTION AND / OR FABRICATION.

SHOP DRAWINGS WILL BE REVIEWED FOR COMPLIANCE WITH THE CONCEPTUAL DESIGN ONLY.

QUANTITY, DIMENSIONS, ELEVATIONS ARE RESPONSIBILITY OF THE CONTRACTOR.

CONCRETE: ALL SHALL BE A MIX DESIGNED IN ACCORDANCE WITH A.C.I. 301 (LATEST EDITION) TO ACHIEVE A 28-DAY COMPRESSIVE STRENGTH OF 3,500 P.S.I. AND A MAXIMUM WATER-CEMENT RATIO

OF 0.40 AND A SLUMP OF 4"+1".

TRANSPORTATION, PLACING, AND CURING OF CONCRETE SHALL COMPLY WITH A.C.I. 318

(LATEST EDITION).

ALL CONCRETE STRUCTURAL COMPONENTS SHALL HAVE CONCRETE STRENGTH TESTED IN

ACCORDANCE WITH A.S.T.M. STANDARDS, FLORIDA BUILDING CODE 2023 AND ACI 318 (LATEST

EDITION).

BRACING: THE FRAME SHALL BE BUILT TRUE AND PLUMB AND TEMPORARY BRACING SHALL BE

INTRODUCED WHEREVER NECESSARY TO TAKE CARE OF ALL LOADS TO WHICH THE STRUCTURE MAY

BE SUBJECTED, INCLUDING EQUIPMENT AND OPERATION OF SAME.

SUCH BRACING SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND SHALL BE LEFT

IN PLACE AS LONG AS REQUIRED FOR SAFETY. CONTRACTOR SHALL PROVIDE BRACING SHOP

DRAWINGS SIGNED AND SEALED BY PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF

FLORIDA

GENERAL NOTES

G-002

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101BC DOOR

NUMBER

DOOR

DRAWING NOTES

1. THESE NOTES ARE FOR THE CONTRACTOR, AND ALL

ASSOCIATED SUBCONTRACTORS, MANUFACTURERS, AND

SUPPLIERS.

2. SHOULD DISCREPANCY EXIST BETWEEN THE DRAWINGS

AND SPECIFICATION, THE CONTRACTOR AND/OR

SUBCONTRACTOR SHALL NOTIFY THE OWNER AND THE

ARCHITECT/ENGINERR FOR DIRECTION PRIOR TO

PROCEEDING WITH WORK.

3. THE PLANS AND DETAILS ARE REPRESENTATIVE IN

NATURE, AND ARE PROVIDED TO SHOW THE

RELATIONSHIP BETWEEN SPECIFIED MATERIALS. FOR

CLARITY, ALL SPECIFIED MATERIALS REQUIRED FOR USE

MAY NOT BE SHOWN ON DETAILS, AND CONTRACTOR

SHALL ENSURE THAT CONSTRUCTION, INSTALLATION, AND

APPLICATION OF MATERIALS IS DONE IN ACCORDANCE

WITH SPECIFICATION.

4. ALL MEASUREMENTS AND EXISTING CONDITIONS MUST BE

VERIFIED PRIOR TO ORDERING MATERIALS AND/OR

PROCEEDING WITH WORK.

5. ALL CROSS-SECTIONAL DETAILS REPRESENT TYPICAL

CONDITIONS, AND THOSE CROSS-SECTIONAL DETAILS

SHALL BE APPLIED IN MERIT TO APPLICABLE AREAS EVEN

THOUGH NOT SPECIFICALLY MARKED ON DRAWINGS OR

REFERRED TO IN SPECIFICATIONS.

6. ALL MANUFACTURER'S RECOMMENDATIONS MUST BE

STRICTLY ADHERED TO, UNLESS MORE STRINGENT

REQUIREMENTS LIE WITHIN THE SPECIFICATION OR

DRAWINGS.

7. THE DRAWINGS DELINEATE THE DESIGN INTENT AND ITS

SALIENT FEATURES ONLY. THE CONTRACTOR SHALL

DEVELOP, VIA SHOP DRAWINGS, ALL NECESSARY DETAILS,

CONNECTIONS AND COMPONENTS, AND PROVIDE ALL

MATERIALS, LABOR AND EQUIPMENT REQUIRED FOR A

COMPLETE, OPERATIONAL INSTALLATION.

UL U418

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UL X517

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UL G505

4" UL #U418

EXISTING

1.3,1.4,1.5: ACOUSTIC / FIRE

SEALANT BOTH SIDES

EXISTING

DEEP LEG DEFLECTION TRACK

EXISTING

FINISHES FULL HEIGHT

EXISTING

1.3,1.5: 3 1/2" BATT INSULATION

EXISTING

DEEP LEG DEFLECTION TRACK

LATERALLY BRACE STUDS AT

4'-0" O.C. AS REQUIRED

HEAD:

1.2,1.3,1.4,1.5

HEAD:

1.1

CEILING:

1.1

PLAN:

EXISTING CEILING

FLOOR SLAB

EXISTING

1.1 TERMINATE FINISHES AT

CEILING.

ROOM SIDE

EXISTING 3 5/8" STEEL STUDS

MIN. 24" O.C.

EXISTING

1.1,1.2: 1/2" GYP. BD. 1.3,1.4: SIM.,

45 MIN. U.L. #U418 AND

2 LAYERS 5/8" TYPE "X" GYP. BD.

1 1/2 HR U.L. #U425

1.1,1.2: 1/2" GYP. SHEATHING

1.3,1.4: SIM., 45 MIN. U.L. #U418

AND 1 1/2 HR U.L. #U425

STEEL RUNNER

EXISTING WALL BASE

EXISTING

1.2,1.3,1.4: ACOUSTIC

SEALANT BOTH SIDES

1.1 : UP TO CEILING

1.2 : FULL HEIGHT, STC 39

1.3 : FULL HEIGHT, ACOUSTIC BATTS, STC 42

1.4 : 1 1/2 HOUR, U.L. #U425, STC 39

1.5 : 1 1/2 HOUR, U.L. #U425, ACOUSTIC BATTS, STC 42

EXISTING

BRICK TO

REMOVED

EXISTING

BRICK TO

REMOVED

EXISTING

BRICK TO

REMOVED

EXISTING

BRICK TO

REMOVED

EXISTING

BRICK TO

REMOVED

10" UL #U425

1'-01 4"

HEAD:

CEILING:

PLAN:

FLOOR SLAB

9.0 : 8" CMU, FULL HEIGHT

9.1 : 8" CMU - FULL HEIGHT, 1 HOUR

9.2 : 8" CMU - FULL HEIGHT, 2 HOUR

EXISTING

FLOOR/ ROOF DECK ABOVE

EXISTING 9.2, 9.3: MINERAL

FIBER FILL IN GAP BETWEEN

WALL FLOOR/ROOF.

SEE UL. HW-D-1037

EXISTING STEEL BRACING,

TO BE FIELD VERIFY BY

CONTRACTOR

EXISTING BOND BEAM.

EXISTING

CEILING

EXISTING 3 5/8" BRICK, TO BE

REMOVED. FIELD VERIFY ALL

ATTACHMENTS TO CMU WALL

AND REMOVE AS REQUIRED,

PREPARE CMU SURFACE TO

RECIEVE NEW CLADDING AS

SPECIFIED

EXISTING WALL BASE TO

REMAIN

EXISTING 3 5/8" BRICK, TO

BE REMOVED. FIELD

VERIFY ALL ATTACHMENTS

TO CMU WALL AND REMOVE

AS REQUIRED, PREPARE

CMU SURFACE TO RECIEVE

NEW CLADDING AS

SPECIFIED (TYPICAL)

EXISTING 7 5/8" CMU, FILL

ALL CELLS SOLID - PER

AS BUILT DRAWINGS

PROVIDED BY OWNER AT

CONDITION "7"

1/2" GWB ON 1 1/2" MTL

FURRING @ 24" O.C. @

CONDITION "7A"

1.3,1.4,1.5: ACOUSTIC / FIRE

SEALANT BOTH SIDES

DEEP LEG DEFLECTION TRACK

FINISHES FULL HEIGHT

1.3,1.5: 3 1/2" BATT INSULATION

DEEP LEG DEFLECTION TRACK

LATERALLY BRACE STUDS AT

4'-0" O.C. AS REQUIRED

HEAD:

1.2,1.3,1.4,1.5

HEAD:

1.1

CEILING:

1.1

PLAN:

EXISTING CEILING

FLOOR SLAB

ROOM SIDE

STEEL RUNNER

EXISTING WALL BASE

1.2,1.3,1.4: ACOUSTIC

SEALANT BOTH SIDES

1.1 : UP TO CEILING

1.2 : FULL HEIGHT, STC 39

1.3 : FULL HEIGHT, ACOUSTIC BATTS, STC 42

1.4 : 1 1/2 HOUR, U.L. #U425, STC 39

1.5 : 1 1/2 HOUR, U.L. #U425, ACOUSTIC BATTS, STC 42

NEW

METAL PANEL

AIR

FLOW

AIR

FLOW

NEW

METAL PANEL

HIGH DENSITY

STONEWOOL

INSULATION

EXTERIOR

SHEATHING

TYPICAL

SILL TRIM

SELF ADHERE

FLASHING STRIP

CLOSURE CHANNEL

PERFORATED

PANEL STARTER

CLEAT

SEALANT & BACKER ROD

CONTINUOUS TYPICAL

CLOSURE CHANNEL

PERFORATED

SUPPORT TRIM

PANEL CLIP W/

FASTENERS

PER MFR REQ.

TYPICAL

PERFORATED

SUPPORT TRIM

HIGH DENSITY

STONEWOOL INSULATION

PERFORATED

SUPPORT TRIM

PANEL CLIP W/

FASTENERS PER MFR REQ.

TYPICAL

FLUID APPLIED VAPOR

PERMEABLE AIR AND

WATER RESISTIVE BARRIER

(AWB) SYSTEM

FLUID APPLIED VAPOR

PERMEABLE AIR AND

WATER RESISTIVE BARRIER

(AWB) SYSTEM

8" +/- UL #U418 EXISTING 3 5/8" STEEL STUDS

MIN. 24" O.C.

EXISTING

1.1,1.2: 1/2" GYP. BD. 1.3,1.4: SIM.,

45 MIN. U.L. #U418 AND

2 LAYERS 5/8" TYPE "X" GYP. BD.

1 1/2 HR U.L. #U425

1.1,1.2: 1/2" GYP. SHEATHING

1.3,1.4: SIM., 45 MIN. U.L. #U418

AND 1 1/2 HR U.L. #U425

8" +/- UL #U425

EXISTING

1.1 TERMINATE FINISHES AT

CEILING.

HEAD:

CEILING:

PLAN:

FLOOR SLAB

9.0 : 8" CMU, FULL HEIGHT

9.1 : 8" CMU - FULL HEIGHT, 1 HOUR

9.2 : 8" CMU - FULL HEIGHT, 2 HOUR

EXISTING

FLOOR/ ROOF DECK ABOVE

EXISTING 9.2, 9.3: MINERAL

FIBER FILL IN GAP BETWEEN

WALL FLOOR/ROOF.

SEE UL. HW-D-1037

EXISTING STEEL BRACING,

TO BE FIELD VERIFY BY

CONTRACTOR

EXISTING BOND BEAM.

EXISTING

CEILING

EXISTING 7 5/8" CMU, FILL

ALL CELLS SOLID - PER

AS BUILT DRAWINGS

PROVIDED BY OWNER AT

CONDITION "7"

EXISTING WALL BASE

TO REMAIN

SELF FURRING GALV. METAL

LATH OVER STAINLESS

STEEL LATH FASTENED TO

CMU PROVIDE PAPER

BACKED BETWEEN BOTTOM

AND TOP LATH COURSES

STAINLESS STEEL LATH

AT FIRST COURSE LOWER

SECTION OF WALL

MODIFIED FOUNDATION

WEEP SCREED

26 GA. TYPE 304)

BY AMICO

NEW THREE COAT 7/8"

CEMENT PLASTER ON 3.4#

DIAMOND MESH SELF

FURRING METAL LATH OVER

FLUID APPLIED (AWB) ON

EXISTING CMU

NEW THREE COAT CEMENT

PLASTER ON 3.4# DIAMOND

MESH SELF FURRING

METAL LATH OVER FLUID

APPLIED AWB

NEW THREE COAT 7/8"

CEMENT PLASTER ON 3.4#

DIAMOND MESH SELF

FURRING METAL LATH

OVER FLUID APPLIED AIR

AND WATER BARRIER ON

EXISTING CMU

X-66 EXPANDED

FLANGE CASING BEAD

BY AMICO

FLUID APPLIED VAPOR

PERMEABLE AIR AND

WATER RESISTIVE BARRIER

(AWB) SYSTEM (TYPICAL)

1/2" GWB ON 1 1/2" MTL

FURRING @ 24" O.C. @

CONDITION "7A"

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1. WHERE FIRE TESTS ARE INDICATED IN ASSEMBLIES DESCRIPTION, CONFIGURE AND INSTALL ASSEMBLIES PER TESTING AGENCY CRITERIA OR OTHER TESTS APPROVED BY LOCAL CODE OFFICIALS. TESTING AGENCY CRITERIA MAY INCLUDE ADDITIONAL COMPONENTS NOT SPECIFICALLY INDICATED ON THIS SCHEDULE OR REFERENCED DETAILS.

2. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SHALL ESTABLISH LOCATION OF ALL ASSEMBLIES. LARGER SCALE DRAWINGS HAVE PRIORITY OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION.

3. GYP BD IS 5/8 INCH TYPE "X" FIRE RATED GYP BD, TYPICAL. SOME ASSEMBLIES SUBSTITUTE 5/8 INCH TYPE "X" IN LIEU OF 1/2 INCH TYPE "C" REQUIRED BY LISTED TEST REPORT. CONFIRM APPROVAL OF THIS

SUBSTITUTION BY THE BUILDING OFFICIAL.

4. DRYWALL ASSEMBLIES CONTROL JOINTS ARE REQUIRED AT APPROXIMATELY 30'-0" O.C. FOR STRAIGHT AND CONTINUOUS WALLS, AT OPENING LOCATIONS, OR AS NOTED OTHERWISE ON DRAWINGS. WHERE NOT SPECIFICALLY INDICATED ON THE DRAWINGS SUBMIT CONTRACTOR'S PROPOSED CONTROL JOINT LOCATIONS TO ARCHITECT FOR APPROVAL.

5. DO NOT PLACE MECHANICAL AND/OR ELECTRICAL DEVICES BACK TO BACK IN SOUND BARRIER ASSEMBLIES. ALL DEVICES TO BE PLACED IN SEPARATE STUD SPACES WITH 8" O.C. MIN. SEPARATION.

6. DUCT PENETRATIONS THROUGH SOUND BARRIER ASSEMBLIES TO RECEIVE PERIMETER SOUND SEAL BETWEEN DUCT AND WALL FRAMING ON BOTH SIDES OF GYPSUM WALLBOARD LAYER MEETING DUCT

SURFACES.

7. OUTER LAYER OF ALL INTERIOR GYP. BD. ASSEMBLIES ADJACENT OR EXPOSED TO HUMID CONDITIONS SHALL BE CONSTRUCTED WITH WATER RESISTANT GYP. BD. OR EQUAL AS THE SUBSTRATE. PREPARE

SUBSTRATE TO RECEIVE SCHEDULED CERAMIC OR STONE TILE, WATER RESISTANT WALL PANELS OR HIGH PERFORMANCE PAINT FINISHES. HUMID SPACES INCLUDE BUT ARE NOT TO TOILET ROOM WALLS, KITCHEN WALLS AND WALLS ADJACENT TO WATER FEATURES. USE GLASS-MAT TILE BACKING PANELS AT ALL WALLS IN DIRECT CONTACT WITH WATER, FOR EXAMPLE, SHOWERS, STEAM ROOMS, ETC. U.N.O.

8. FINISH ALL EXPOSED GYP BD CONSTRUCTION. ALL GYP BD CONSTRUCTION SHALL BE TAPED AND FLOATED. ALL EXPOSED CONSTRUCTION WILL BE SANDED SMOOTH TO REMOVE ALL INDICATION OF THE JOINT WITH A VISUAL INSPECTION AND PREPARED TO RECEIVE THE APPROPRIATE SCHEDULED WALL FINISH. FINISH SHALL BE IN ACCORDANCE WITH THE ROOM FINISH SCHEDULE AND/OR FINISH LEVELS NOTED IN THE

GYPSUM BOARD SPECIFICATION SECTION 09 29 00.

9. ASSEMBLIES ARE DIMENSIONED TO FACE OF GYP BD, FACE OF MASONRY AND TO FACE OF EXISTING CONSTRUCTION. ANY INTERIOR ASSEMBLIES DIMENSIONED TO FACE OF METAL STUD ARE NOTED - "FOS" (FACE

OF STUD).

10. ASSEMBLIES ARE PERPENDICULAR AND/OR PARALLEL TO COLUMN GRID U.N.O.

11. NOTES TO "ALIGN" MEAN TO ALIGN FINISHED FACE OF ASSEMBLIES UNLESS OTHERWISE NOTED AND SHALL HAVE PRIORITY OVER A DIMENSIONED LOCATION.

12. PERIMETER DIMENSIONS ARE TO FACE OF WALL BELOW SILL U.N.O.

13. PROVIDE 0.0312 INCH METAL BLOCKING AS SHOWN OR AS REQUIRED FOR ATTACHMENT OF WALL MOUNTED HARDWARE, TOILET ACCESSORIES, CASEWORK, MILLWORK, FINISH CARPENTRY ETC. AS MAY BE

REQUIRED FOR THE SECURE ATTACHMENT OF ADJOINING WORK.

14. PROVIDE A 1/4 " WIDE SOFT JOINT AT ALL INTERSECTIONS OF INTERIOR ASSEMBLIES WITH EXTERIOR WALLS.

15. PROVIDE STUDS OF GAUGE AND SPACING ADEQUATE TO SUPPORT APPLIED LOADS INCLUDING HAND-RAILS, GRAB BARS, WALL-MOUNTED FIXTURES, ETC.

16. PROVIDE AND INSTALL PENETRATION FIRE STOPPING ASSEMBLIES AT ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES AND SMOKE BARRIERS. SEE SPECIFICATION SECTION 07 84 13 FOR ADDITIONAL

REQUIREMENTS.

17. PROVIDE AND INSTALL FIRE RESISTIVE JOINT SYSTEMS AT ALL FIRE RATED ASSEMBLIES AND SMOKE BARRIER HEADS. REFER TO FIRE RESISTIVE JOINT SYSTEMS SPECIFICATION SECTION 07 84 46 FOR ADDITIONAL

REQUIREMENTS REFER TO SPEC SECTION 09 22 16, "NON-STRUCTURAL METAL FRAMING" & SPEC SECTION 09 29 00, "GYPSUM BOARD" FOR ADDITIONAL REQUIREMENTS FOR GYPSUM BOARD ASSEMBLIES INCLUDING, BUT NOT LIMITED TO FIRE RATED CONSTRUCTION, BRACING AND SUPPORT, BLOCK OUTS, SOUND RATED CONSTRUCTION, MATERIALS AND TOLERANCES.

18. WHERE NOTED UL DESIGNS REFERENCE PROPRIETARY MATERIALS, EQUIVALENT MATERIALS FROM OTHER MANUFACTURERS WILL ONLY BE APPROVED UPON SUBMISSION BY THE CONTRACTOR OF EVIDENCE OF A SUCCESSFUL FIRE TEST BY AN INDEPENDENT TESTING LABORATORY OF THE PROPOSED MANUFACTURER'S ASSEMBLY INDICATING COMPLIANCE WITH THE LISTED FIRE-RESISTANCE RATING.

19. REFER TO AS-BUILT (PROVIDED BY OWNER) STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS NOT SHOWN IN THESE DRAWINGS.

20. LIMITING HEIGHT IS SPAN BETWEEN TOP AND BOTTOM TRACKS, OR INTERMEDIATE BRACING. CONTRACTOR TO PROVIDE ENGINEERING CALCULATIONS FOR BRACING.

21. PROVIDE DEFLECTION HEAD AT ALL INTERIOR ASSEMBLIES WHICH SPAN FROM SLAB TO SLAB.

ASSEMBLIES CONDITION

A. REFER TO SHEET G-005 FOR WALL ASSEMBLIES TYPES

B. ASSEMBLIES TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE (FIRE RATED, NON-RATED, AND

SOUND BARRIER ASSEMBLIES ASSEMBLIES).

C. ASSEMBLIES METAL STUDS TO EXTEND TO STRUCTURE ABOVE, GYPSUM WALLBOARD ON ONE SIDE

OF METAL STUD TO EXTEND TO STRUCTURE ABOVE, OPPOSITE SIDE OF METAL STUD GYPSUM

WALLBOARD TERMINATES 6" ABOVE HIGHEST ADJACENT CEILING.

D. ASSEMBLIES METAL STUDS TO EXTEND TO UNDERSIDE OF STRUCTURE ABOVE. GYPSUM

WALLBOARD TO TERMINATE 6" ABOVE HIGHEST ADJACENT CEILING. (NON-RATED; RATED WHEN

USED IN CONJUNCTION WITH RATED CEILING ASSEMBLY ONLY. PROVIDE FIRE SAFING/BLOCKING AS

REQUIRED TO ACHIEVE RATED WALL AND CEILING ASSEMBLY).

E. ASSEMBLIES TO TERMINATE 6" ABOVE HIGHEST ADJACENT CEILING; DIAGONALLY BRACE TO

STRUCTURE ABOVE AS REQ'D. (NONRATED; RATED WHEN USED IN CONJUNCTION WITH RATED

CEILING ASSEMBLY ONLY).

F. SUSPENDED CEILING ASSEMBLY TO RUN PAST TOP OF ASSEMBLIES, DIAGONALLY BRACE

ASSEMBLIES ABOVE CEILING TO STRUCTURE. (NON-RATED; RATED WHEN USED IN CONJUNCTION

WITH RATED CEILING ASSEMBLY ONLY).

G. SUSPENDED HORIZONTAL DRYWALL ENCLOSURE, SUSPENDED FROM AND SEALED TO UNDERSIDE

OF FIRE RATED STRUCTURAL DECK OR STEEL STAIR STRINGERS.

H. SUSPENDED DRYWALL ASSEMBLIES FROM STRUCTURAL DECK ABOVE.

ASSEMBLIES GENERAL NOTES

SCALE:

EXISTING

TYPE 1 (UL#U418) & TYPE 2 (UL #U425)

3" = 1'-0"

G-005- SCALE:

NEW

TYPE 1 (UL#U418) & TYPE 2 (UL #U425)

3" = 1'-0"

G-005- SCALE:

EXISTING

TYPE 7&7A (UL # U905) & TYPE 9 W/ EXT. BRICK

3" = 1'-0"

G-005- SCALE:

NEW

TYPE 7&7A (UL # U905) & TYPE 9 W/ EXT. BRICK

3" = 1'-0"

G-005-

16'-3" 16'-3"16'-3" 16'-3" 16'-3" 16'-3"

'-4

3' -4

'-4

'-0

SECOND

FLOOR

THIRD

FLOOR

PARAPET

T.O.J.

FIRST

FLOOR

16'-3" 16'-3"16'-3" 16'-3" 16'-3" 16'-3"

'-4

3' -4

'-4

'-0

SECOND

FLOOR

THIRD

FLOOR

PARAPET

T.O.J.

FIRST

FLOOR

16'-3" 16'-3"16'-3" 16'-3" 16'-3" 16'-3"

'-4

3' -4

'-4

'-0

SECOND

FLOOR

THIRD

FLOOR

PARAPET

T.O.J.

FIRST

FLOOR

16'-3" 16'-3"16'-3" 16'-3" 16'-3" 16'-3"

'-4

3' -4

'-4

'-0

SECOND

FLOOR

THIRD

FLOOR

PARAPET

T.O.J.

FIRST

FLOOR

SCALE:

SOUTH ELEVATION

3/32" = 1'-0"

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NORTH ELEVATION

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General:

Wind Load Standard = ASCE 7-22 Basic Wind Speed = 148.0 mph Exposure Classification = C Risk Category = III Design Basis for Wind Pressures = ASD a = Max(a1, 0.04•LHD, 3 ft [0.9 m]) = 16.200 ft

COMPONENT & CLADDING WIND UPLIFT PRESSURES

All wind pressures include a Load Factor (LF) of 0.6 Zone 4 : -35.95 psf Zone 5 : -44.25 psf

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SCALE:

EAST ELEVATION

3/32" = 1'-0"

A-102-

SCALE:

WEST ELEVATION

3/32" = 1'-0"

A-102-

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X-301

REMOVE AND REPLACE

CURTAIN WALL DOORS

REMOVE AND REPLACE

CURTAIN WALL DOORS

REMOVE AND REPLACE

CURTAIN WALL FRAME

AND GLAZING (TYPICAL)

REMOVE AND REPLACE

CURTAIN WALL FRAME

AND GLAZING (TYPICAL)

SCALE:

EXISTING DEMO 1ST FLOOR PLAN

1/8" = 1'-0"

XA-201-

REMOVE AND REPLACE

WINDOWS (TYPICAL)

REMOVE AND REPLACE

WINDOWS (TYPICAL)

XA-201

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INTERIOR SPACES ARE

N.I.C.

1. THIS DRAWING (ALONG WITH THE EXISTING CONDITIONS PLANS) IS

PROVIDED TO ILLUSTRATE EXISTING CONDITIONS INTO WHICH THE DESIGN WILL

BE INCORPORATED AND TO INDICATE PRIMARY ARCHITECTURAL DEMO WORK

REQUIRED TO ACHIEVE THE NEW DESIGN.

2. THIS DRAWING SHOULD NOT BE CONSTRUED AS AN "AS-BUILT" DRAWING OR

A COMPREHENSIVE RECORD OF ALL CONDITIONS THAT WILL IMPACT

INSTALLATION OF THIS DESIGN, NOR SHOULD IT BE UNDERSTOOD TO BE A

COMPLETE INDICATION OF ALL ITEMS REQUIRED TO BE REMOVED OR

DEMOLISHED IN ORDER TO EXECUTE THIS DESIGN.

3. THE CONTRACTOR'S BID PRICE IS TO ACCURATELY REFLECT ANY SUCH

APPLICABLE CONDITIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE SITE PRIOR TO

BID AND CONSTRUCTION TO CONFIRM AND VERIFY EXISTING CONDITIONS AND

DETERMINE THE FOLLOWING:

A. IF ANY ADDITIONAL DEMOLITION WORK WILL BE REQUIRED TO ACHIEVE

THIS DESIGN

B. IF EXISTING ELEMENTS, UTILITIES, BUILDING FEATURES, ETC. WILL

INTERFERE WITH THE EXECUTION OF THIS DESIGN AS SHOWN.

C. IF ANY OF THE EXISTING CONDITIONS, MATERIALS, UTILITIES, OR OTHER

ITEMS CAN BE USED (OR REUSED) AND INCORPORATED INTO THIS DESIGN.

5. REFER TO APPLICABLE ENGINEERING DRAWINGS FOR DESCRIPTION OF

EXISTING CONDITIONS AND DEMO WORK RELATED TO MECHANICAL, PLUMBING,

ELECTRICAL, OR OTHER UTILITY DISCIPLINES.

EXISTING WALL TO REMAIN

EXISTING WINDOW AND DOORS TO REMOVE AND REPLACE

EXISTING WALL CLADDING/BRICK/STUCCO TO BE REMOVE AND REPLACE

EXISTING SOFFIT TO BE REMOVE AND REPLACE

NOT IN SCOPE.

DEMO PLAN LEGENDS:

EXISTING CONDITIONS NOTES:

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X-3011

X-301

REMOVE AND REPLACE

CURTAIN WALL FRAME

AND GLAZING (TYPICAL)

SCALE:

EXISTING DEMO 2ND FLOOR PLAN

1/8" = 1'-0"

XA-202-

REMOVE AND REPLACE

WINDOWS (TYPICAL)

REMOVE AND REPLACE

WINDOWS (TYPICAL)REMOVE AND REPLACE

WINDOWS (TYPICAL)

XA-202

G E

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1. THIS DRAWING (ALONG WITH THE EXISTING CONDITIONS PLANS) IS

PROVIDED TO ILLUSTRATE EXISTING CONDITIONS INTO WHICH THE DESIGN WILL

BE INCORPORATED AND TO INDICATE PRIMARY ARCHITECTURAL DEMO WORK

REQUIRED TO ACHIEVE THE NEW DESIGN.

2. THIS DRAWING SHOULD NOT BE CONSTRUED AS AN "AS-BUILT" DRAWING OR

A COMPREHENSIVE RECORD OF ALL CONDITIONS THAT WILL IMPACT

INSTALLATION OF THIS DESIGN, NOR SHOULD IT BE UNDERSTOOD TO BE A

COMPLETE INDICATION OF ALL ITEMS REQUIRED TO BE REMOVED OR

DEMOLISHED IN ORDER TO EXECUTE THIS DESIGN.

3. THE CONTRACTOR'S BID PRICE IS TO ACCURATELY REFLECT ANY SUCH

APPLICABLE CONDITIONS.

4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE THE SITE PRIOR TO

BID AND CONSTRUCTION TO CONFIRM AND VERIFY EXISTING CONDITIONS AND

DETERMINE THE FOLLOWING:

A. IF ANY ADDITIONAL DEMOLITION WORK WILL BE REQUIRED TO ACHIEVE

THIS DESIGN

B. IF EXISTING ELEMENTS, UTILITIES, BUILDING FEATURES, ETC. WILL

INTERFERE WITH THE EXECUTION OF THIS DESIGN AS SHOWN.

C. IF ANY OF THE EXISTING CONDITIONS, MATERIALS, UTILITIES, OR OTHER

ITEMS CAN BE USED (OR REUSED) AND INCORPORATED INTO THIS DESIGN.

5. REFER TO APPLICABLE ENGINEERING DRAWINGS FOR DESCRIPTION OF

EXISTING CONDITIONS AND DEMO WORK RELATED TO MECHANICAL, PLUMBING,

ELECTRICAL, OR OTHER UTILITY DISCIPLINES.

EXISTING WALL TO REMAIN

EXISTING WINDOW AND DOORS TO REMOVE AND REPLACE

EXISTING WALL CLADDING/BRICK/STUCCO TO BE REMOVE AND REPLACE

EXISTING SOFFIT TO BE REMOVE AND REPLACE

NOT IN SCOPE.

DEMO PLAN LEGENDS:

EXISTING CONDITIONS NOTES:

W .R

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This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 24, 2025.