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05/05/2023 90% CONSTRUCTION DOCUMENTS SUBMITTAL

07/15/2023 100% CONSTRUCTION DOCUMENTS SUBMITTAL

SCHENKELSHULTZ

A R C H I T E C T U R E

SEE WWW.SCHENKELSHULTZ.COM/COPYRIGHT FOR POLICY AND INFORMATION

www.schenkelshultz.com Copyright © 2019

200 E. Robinson Street Suite 300 Orlando, FL 32801 voice 407-872-3322 fax 407-872-3303

SS Lic. No. AA-C000937

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185 171615141312111098764

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LOCATION MAP

Design Team

Mechanical Engineering Electrical Engineering Plumbing Fire Protection Technology

Architecture

OCI ASSOCIATES

OCI ASSOCIATES

OCI ASSOCIATES

OCI ASSOCIATES

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SCHENKELSHULTZ ARCHITECTURE

NTS

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Autodesk Docs://2023809 Seminole Fire/2023809_SCFS_A_2023.rvt

1/24/2024 8:04:50 PM

100% CONSTRUCTION DOCUMENTS

07/15/2023

CLEAN AGENT FIRE

SUPPRESSION - PUBLIC

SAFETY BUILDING 3RD

FLOOR

150 ESLINGER WAY, SANFORD,

FLORIDA 32773

2023809

AS

SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS

1101 EAST FIRST STREET, SANFORD, FLORIDA 32771

150 ESLINGER WAY, SANFORD, FLORIDA 32773

COVER

G000

JB

100% CONSTRUCTION DOCUMENTS

CLEAN AGENT FIRE

SUPPRESSION - PUBLIC

SAFETY BUILDING 3RD FLOOR

07/15/2023

S.R . 17 -92

ESLINGER WAY

PROJECT LOCATION

GENERAL

SHEET

ID TITLE

G000 COVER

G001 GENERAL INFORMATION AND ABBREVIATIONS

G010 CODE SUMMARY, CALCULATIONS & LIFE SAFETY PLAN

G031 PARTITION TYPES & NOTES

G033 TYPICAL PARTITION DETAILS & WIND DESIGN CRITERIA

ARCHITECTURAL

SHEET

ID TITLE

A021 ARCHITECTURAL DEMOLITION PLANS

A101 ARCHITECTURAL PLANS

A151 ROOF PLAN

MECHANICAL

SHEET

ID TITLE

M001 GENERAL NOTES - HVAC

M101 FLOOR PLAN - 3RD FLR - HVAC

M102 ROOF PLAN - HVAC

FIRE PROTECTION

SHEET

ID TITLE

F001 GENERAL NOTES - FIRE PROTECTION

F101 FLOOR PLAN - 3RD FLR - FIRE PROTECTION - CLEAN AGENT SYSTEM

F102 FLOOR PLAN - 3RD FLR - FIRE PROTECTION - PRE-ACTION SYSTEM

FD101 DEMO FLOOR PLAN - FIRE PROTECTION

ELECTRICAL

SHEET

ID TITLE

E001 GENERAL NOTES - ELECTRICAL

E101 FLOOR PLAN - 3RD FLR - ELECTRICAL

E501 DETAILS - ELECTRICAL

E601 RISER - FIRE ALARM

E701 PANEL SCHEDULE - ELECTRICAL

REVISIONS

MARK DESCRIPTION DATE

1 BUILDING PERMIT COMMENTS 01/24/2024

NOTE BELOW SHEETS SUBMITTED AS PART OF:

PERMIT BP24-00000285 --FIRE SUPPRESSION SYSTEM PRE 1

NOTE BELOW SHEETS SUBMITTED AS PART OF:

PERMIT BP24-00000290 --FIRE ALARM SYSTEM INSTALLATION

AREA OF WORK

(BELOW AT

3RD FLOOR)

MAIN

ENTRANCE

PARKING

PARKING

EXISTING

3 STORY STRUCTURE

EXISTING

1 STORY STRUCTURE

ESLINGER

WAY

US 17-92

PERMIT/BID SET DOCUMENTS 2/15/2024

MATERIAL LEGEND

BATT INSULATION

BRICK MASONRY UNIT

CONCRETE

CONCRETE MASONRY UNIT

CONTINUOUS WOOD MEMBER

INSULATION - FOAM

EARTH

FINISHED WOOD MEMBER

GYPSUM WALL BOARD

PLYWOOD

INSULATION - RIGID

WOOD BLOCKING

METAL

DIMENSIONING

FACE OF CMU UNIT OR FACE OF

CONCRETE WALL TO FACE OF CMU/WALL

1. DOORS NOT OTHERWISE DIMENSIONED SHALL BE:

A. 8" FROM FACE OF ADJACENT MASONRY WALL TO ROUGH DOOR OPENING.

B. 4" FROM FACE OF ADJACENT STUD WALL TO ROUGH DOOR OPENING.

2. SEE LARGE SCALE DETAILS FOR LOCATIONS AND ALIGNMENTS OF

PARTITIONS NOT DIMENSIONED ON FLOOR PLANS.

3. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TAKEN FROM:

FACE OF WALL TO FACE OF WALL

CENTERLINE OF COLUMN TO

CENTERLINE OF COLUMN

FACE OF CMU OR FACE OF CONCRETE

WALL TO CENTERLINE OF CANOPY COLUMN

A.

B.

C.

D.

DIM.

DIM.

DIM.

DIM.

A101

1 SIM

REFERENCE SYMBOLS

BUILDING SECTIONS

WALL SECTIONS

ENLARGEMENT REFERENCE

INTERIOR ELEVATIONEXTERIOR ELEVATION

IDENTITY SYMBOLS

DETAIL SECTIONS

ROOM TAG

ROOM NUMBER

ROOM AREA

101A-A

DOOR NUMBER

COLUMN

GRID

1t 10'-0"

PARTITION TYPE

SIZE SUFFIX

CEILING TYPE

CEILING HEIGHT

WINDOW PREFIX LEGEND:

AL ALUMINUM WINDOW

HM HOLLOW METAL WINDOW

LEARNING

STUDIO

101B

150 SF

DETAIL NUMBER

SHEET WHERE

DETAIL IS LOCATED

REFERENCE SYMBOL (TYP.)

MODIFIER

A101

1 SIM

A101

1 SIM

ROOM NAME

DOOR TAG

CEILING TYPE PARTITION TAG

SIGN TAG

WINDOW TAG

SF STOREFRONT

CW CURTAINWALL

LV LOUVER

WC-3

PLUMBING FIXTURE TAG

T-4

TOILET ACCESSORY

TAG

WINDOW PREFIX

WINDOW ID

A1 A101

SIM A1

A101

SIM

A1 A101

SIM

1 / A101A101

1 -

1 -

DETAIL #

SHEET #

1 / A101A101

1 -

1 -

DETAIL #

SHEET #

1 / A101

CASEWORK ELEVATION

DETAIL #

SHEET #

F12

EXTERIOR WALL TAG

EXT-L

INSULATION - SPRAY FOAM

SEMI RIGID INSULATION

AP AR

ACOUSTICAL PARTITION TAG GYPSUM TYPE TAG

1 / A101

PT1 PT1

ACCENT

CEILING FINISH TAG WALL FINISH TAG

FINISH

FINISH

NOTE

CONCRETE MASONRY UNIT

WITH GYPSUM BOARD ON TOP

T-1

RB-1

PT-1 WALL

BASE

FLOOR

ROOM FINISH TAGFURNITURE TAG

FINISH

F001

AL18

FURNITURE TAGF01

FURNITURE TAG

EQUIPMENT TAGE01

EQUIPMENT TAG

COORDINATE WITH OWNER REPRESENTATIVE AND /OR WITH CAMPUS FACILITIES SERVICES REPRESENTATIVE THE

PHASING OF ALL DEMOLITION WORK.

DEMOLITION IS TO OCCUR WITH A MINIMUM OF OPERATIONAL DISRUPTION TO OTHER OCCUPIED PORTIONS OF THE BUILDING. COORDINATE ALL WORK REQUIRED TO CONNECT TO EXISTING UTILITIES IN ADJACENT OCCUPIED AREAS BELOW THE SPACE WITH THE OWNER ’S REPRESENTATIVE. THE GEN CONTR SHALL LIMIT CONSTRUCTION NOISE TO THE GREATEST POSSIBLE EXTENT AND LIMIT DEMOLITION TO THE NIGHTS, WEEKENDS, AND AFTER HOURS (BUT PRIOR TO BID SHALL COORDINATE WITH THE OWNER ’S REP FOR ACCEPTABLE HOURS OF OPERATION AND INCLUDE SUCH AS

PART OF THE BASE BID).

REMOVE ALL ITEMS AS INDICATED ON PLANS. IN GENERAL, WHERE DEMOLITION DRAWING SHEETS SHOW ITEMS (DASHED) TO BE REMOVED. GEN CONTR IS TO COORDINATE DEMO WITH RENOVATION IN THE FIELD AND PROVIDE CUTTING AND PATCHING NECESSARY TO ACHIEVE INTENDED NEW CONDITION AND QUALITY. SPECIFIC DEMOLITION KEYNOTES ARE FOR CLARIFICATION AND DO NOT REPRESENT THE ENTIRE SCOPE OF WORK. SEE MECHANICAL, ELECTRICAL, FIRE ALARM, TECHNOLOGY, FIRE PROTECTION AND PLUMBING DRAWINGS FOR ADDITIONAL DEMOLITION

WORK.

COORDINATE LOCATION AND SIZE OF ALL REQUIRED OPENINGS IN EXISTING FLOOR SYSTEM WITH ARCHITECTURAL

FLOOR PLAN AND WITH MEP DRAWINGS.

GENERAL CONTRACTOR AND HIS/HER SUB-CONTRACTORS SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL REGULATORY AGENCIES AND THEIR CODES AND REGULATIONS FOR NEW CONSTRUCTION AND DEMOLITION

WORK.

ALL ABANDONED UTILITY LINES ARE TO BE REMOVED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL BACK TO ITS SOURCE (INCLUDING ALL HANGARS, STRAPS, WIRES, ETC.) OF ANY ELECTRICAL, PLUMBING, GAS LINES, AND MECHANICAL DUCTWORK THAT ARE DISCOVERED AND NOT SCHEDULED FOR REUSE. GEN CONTR IS RESPONSIBLE FOR REROUTING AND MAINTENANCE OF ANY SYSTEM THAT MUST BE RETAINED FOR ADJACENT BUILDING AREAS THAT ARE

NOT INCLUDED IN THIS CONTRACT. SEE MEP DEMO DRAWINGS FOR ADDITIONAL INFORMATION.

CONTRACTOR SHALL PROTECT ALL STRUCTURAL MEMBERS FROM DAMAGE.

PRIOR TO REMOVAL OR CUTTING OF OPENINGS THROUGH STRUCTURAL WALLS, SLABS, AND ROOF DECKS, CONTRACTOR SHALL X-RAY SCAN EXISTING CONSTRUCTION AND PROVIDE ADEQUATE SHORING FOR FLOORS AND OTHER STRUCTURAL LOADS. SUPPORTS SHALL NOT BE REMOVED UNTIL NEW STRUCTURAL SYSTEM IS IN PLACE. CARE SHALL BE TAKEN SO AS NOT TO DAMAGE OR ALTER ANY EXISTING STRUCTURAL MEMBERS. THE ARCHITECT AND OWNER SHALL BE NOTIFIED IMMEDIATELY IF ANY DAMAGE OCCURS OR IS DISCOVERED DURING DEMOLITION.

PROCEED WITH DEMOLITION FROM TOP TO BOTTOM. DO NOT REMOVE ITEMS SUPPORTING OTHER MEMBERS WITHOUT PROVIDING TEMPORARY OR PERMANENT BRACING AS NECESSARY TO MAINTAIN STRUCTURAL CAPACITY OF THE

ASSEMBLY.

WHERE WALLS, PARTITIONS, FLOORING, ACCESSORIES OR OTHER TYPES OF CONSTRUCTION ARE REMOVED, PATCH AND REPAIR ADJACENT AREAS AS REQUIRED TO RECEIVE NEW CONSTRUCTION OR FINISHES AND TO MATCH ADJACENT SURFACES. GEN CONTR TO MAINTAIN ALL EXISTING AND REQUIRED FIRE RATED CONSTRUCTION THROUGHOUT.

GEN CONTR IS TO PROVIDE DUST BARRIERS TO PROTECT STORED MATERIALS ON SITE IN LOCATIONS AS

COORDINATED WITH THE FACILITIES OWNER REPRESENTATIVE.

GEN CONTR IS TO PROVIDE TEMPORARY PARTITIONS AND BARRIERS TO PROTECT THE PUBLIC FROM ANY POTENTIAL CONSTRUCTION HAZARDS. BARRIERS ARE TO BE OF MTL. FRAME CONSTRUCTION WITH A PAINTED GYP. BD. FACE. THE DOORS TO THE TEMPORARY PARTITIONS ARE NOT TO BE BLOCKED FROM OPENING AT ANY TIME.

EXISTING UTILITIES ARE TO BE MAINTAINED DURING CONSTRUCTION. GEN CONTR SHALL NOTIFY THE OWNER ’S SERVICES REPRESENTATIVE OF ANY DISRUPTIONS 48 HRS. IN ADVANCE AND PROVIDE INTERIM UTILITIES AS REQUIRED.

CONTRACTORS’ STORAGE AND STAGING AREAS ON SITE SHALL BE AS DIRECTED BY THE BUILDING FACILITIES

MANAGER / REPRESENTATIVE.

ALL EXISTING MATERIALS NOT SCHEDULED FOR REUSE OR TO BE TURNED OVER TO OPERATIONS ARE THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR WASTE DISPOSAL AND COORDINATE THESE ARRANGEMENTS WITH THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE SITE, ALL RUBBLE AND DEBRIS CAUSED BY DEMOLITION, AND DISPOSING OF IT IN A PROPER MANNER OFF THE

PROPERTY.

GEN CONTR IS TO PROTECT ALL ITEMS SHOWN AS TO REMAIN AND REPLACE AND/OR REPAIR ANY DAMAGED ITEMS OR

CONSTRUCTION.

GEN CONTR SHALL COORDINATE THE DISPOSITION OF ALL EXISTING EQUIPMENT AND FIXTURES TO BE REMOVED WITH

FACILITIES SERVICES REPRESENTATIVE BEFORE DISCARDING.

THE SCOPE OF THE DEMOLITION SHALL NOT BE LIMITED TO THE CONTENTS OF THESE DRAWINGS BUT SHALL INCLUDE ANY AND ALL WORK REQUIRED TO FACILITATE THE NEW CONSTRUCTION AS DESCRIBED IN THESE DOCUMENTS.

IT IS UNDERSTOOD THAT THE EXISTING STRUCTURE MAY CONTAIN ASBESTOS WHICH IS KNOWN TO PRESENT HEALTH HAZARDS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY INVESTIGATION OR CONTROL OF THE HEALTH EFFECTS BEFORE, DURING, OR AFTER HIS WORK, NOR FOR THE SAFETY OF ANY PERSON USING THE EXISTING

STRUCTURE DURING CONSTRUCTION.

GEN CONTR IS TO REPLACE ANY FIREPROOFING ON STR. MEMBERS DISPLACED DURING DEMOLITION AND

CONSTRUCTION.

WHEN ITEMS ARE SHOWN AS DEMOLISHED ALL ASSOCIATED ABANDONED CONDUIT, WIRE HANGERS, STRAPS, AND

SUPPORTS MUST ALSO BE REMOVED.

GEN CONTR IS TO REMOVE ANY EXISTING ABANDONED HANGARS, CONDUIT, DUCTWORK, ETC. FOUND ABOVE THE

CEILING IN THE AREA OF THIS WORK.

WHERE DEMOLITION OR NEW WORK REQUIRES THE REMOVAL OF EXISTING EQUIPMENT TO REMAIN, THE CONTRACTOR IS TO STORE THE REMOVED EQUIPMENT AND REINSTALL IN THE SAME LOCATION. PATCH AND REPAIR ALL ADJACENT

SURFACES.

UNLESS NOTED OTHERWISE, ALL EXISTING ACCESSORIES HARDWARE IS TO BE REMOVED. ALL SURFACES PATCHED &

REPAIRED TO ACCEPT NEW FINISHES.

PATCH AND PREPARE SURFACES AS INDICATED IN DRAWINGS TO RECEIVE FINISHES AS SCHEDULED.

EXTERIOR WORK - MAINTAIN A WEATHER TIGHT AND SECURE BUILDING ENVELOPE THROUGHOUT CONSTRUCTION.

ALL EXISTING FINISHES SCHEDULED TO REMAIN SHALL BE CLEANED, REPAIRED, AS NECESSARY. ANY REMAINING VCT

IS TO BE STRIPPED AND RE-WAXED.

ALL EXISTING LIGHT FIXTURES TO REMAIN SHALL BE CLEANED (SEE ELECT).

GEN CONTR SHALL VERIFY ALL EXISTING CONDITIONS; TYP.

ALL ITEMS SCHEDULED TO BE REMOVED AND SALVAGED SHALL BE PROTECTED FOR POSSIBLE REUSE IN THE BUILDING BY GEN CONTR OR OWNER. IF NOT REUSED IN THE PROJECT, OFFER TO OWNER ALL ITEMS PRIOR TO DISPOSAL.

CONTRACTOR SHALL REVIEW FINAL CONDITIONS REQUIRED AND THE NEW WORK DOCUMENTS AND SHALL PROVIDE

ALL DEMOLITION WORK, PATCHING AND REPAIRING AS NECESSARY.

LOCATE EXISTING UNDERGROUND UTILITIES IN THE AREAS OF WORK. IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF PROTECTION DURING EARTHWORK OPERATIONS. SHOULD UNCHARTED OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING EXCAVATION, CONSULT THE ARCHITECT IMMEDIATELY FOR DIRECTIONS AS TO PROCEDURE. COOPERATE WITH OWNER AND UTILITY COMPANIES IN KEEPING RESPECTIVE SERVICES AND FACILITIES IN OPERATION. THE CONTRACTOR SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. INACTIVE OR ABANDONED UTILITIES SHALL BE CAPPED IN ACCORDANCE WITH LOCAL RESTRICTIONS.

REMOVE INACTIVE SERVICES (PLUMBING, MECHANICAL, ELECTRICAL, ETC.) AS REQUIRED TO MAINTAIN OPERATION.

ALL ELECTRICAL, MECHANICAL, AND PLUMBING SERVICES LOCATED IN WALLS, CEILINGS, OR FLOORS TO BE REMOVED SHALL BE CAPPED AND REROUTED AS REQUIRED FOR NEW CONDITIONS AND IN ACCORDANCE WITH APPLICABLE CODES. SEE MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE PROTECTION DRAWINGS FOR ADDITIONAL INFORMATION.

CONTRACTOR SHALL PROVIDE ALL NECESSARY DEMOLITION FOR NEW PLUMBING, MECHANICAL AND ELECTRICAL

WORK AS REQUIRED. COORDINATE WITH CONSTRUCTION DOCUMENTS FOR NEW CONSTRUCTION.

IN AREAS WHERE NEW FLOOR FINISHES ARE SCHEDULED OR INDICATED, REMOVE ALL EXISTING FLOOR FINISHES & PREPARE AND CLEAN SLAB TO RECEIVE NEW FLOOR FINISHES IN ACCORDANCE WITH THE NEW FLOOR FINISH MANUFACTURERS' WRITTEN RECOMMENDATIONS UNLESS NOTED OTHERWISE. PROPER PREPARATION OF EXISTING SURFACES SHALL INCLUDE, BUT NOT BE LIMITED TO, REMOVAL OF ACCUMULATED ADHESIVES & MASTICS, FILLING AND REPAIR OF CRACKS & VOIDS, SURFACE RESTORATION, THOROUGH CLEANING, ETC. & OTHER PROCEDURES AS MAY BE

RECOMMENDED BY MANUFACTURER OF NEW FLOORING.

REMOVE ALL EXISTING WALL FINISHES ON PARTITIONS DESIGNATED TO REMAIN AND PATCH AND REPAIR ALL WALLS UNLESS NOTED OTHERWISE. COORDINATE WITH CONSTRUCTION DOCUMENTS FOR NEW CONSTRUCTION IN ACCORDANCE WITH SPECIFICATION SECTIONS RELATED TO CUTTING AND PATCHING, UNLESS NOTED OTHERWISE.

REMOVE FROM BUILDING SITE DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS;

TRANSPORT AND LEGALLY DISPOSE OFF SITE. PROVIDE THE OWNER WITH THE RIGHT OF FIRST REFUSAL FOR ITEMS THAT MAY BE SALVAGED OR RE-USED. LEGALLY DISPOSE OF ALL ITEMS THAT OWNER REFUSES. DO NOT BURN WASTE OR DEBRIS. DO NOT USE OWNER'S DUMPSTERS, TRASH RECEPTACLES, OR OTHER FACILITIES FOR DISPOSAL OF

TRASH, DEBRIS, OR OTHER WASTE. ALL CONSTRUCTION DEBRIS IS TO BE REMOVED DAILY.

ALL DEMOLITION WORK INDICATED ON THE DEMOLITION PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR

TO COMMENCING WORK.

RELOCATION OF ANY ITEMS INVOLVED IN THE WORK IS SUBJECT TO THE CONTRACTOR'S ABILITY TO DO SO WITHOUT PERMANENTLY DAMAGING OR MARRING THE ITEMS TO BE RELOCATED. IF THE CONTRACTOR IS UNABLE TO RELOCATE ANY ITEM AS PRESCRIBED HEREIN, S/HE SHALL CONSULT ARCHITECT FOR DIRECTION. SAFELY STORE MATERIAL TO BE

REUSED UNTIL TIME OF INSTALLATION.

WHEN REMOVING OR DEMOLISHING EXISTING EQUIPMENT, FURNISHINGS OR DEVICES, THE OWNER SHALL HAVE THE RIGHT OF FIRST REFUSAL FOR POSSIBLE SALVAGE OR RE-USE OF SAME. LEGALLY DISPOSE OF ALL ITEMS DECLINED BY

THE OWNER.

WHERE PATCHING, REPAIRING OR INFILLING EXTERIOR BRICK VENEER EXPOSED TO VIEW, CONTRACTOR SHALL

"TOOTH IN" NEW BRICK INTO ADJACENT EXISTING BRICK TO REMAIN FOR BEST APPEARANCE.

WHERE PATCHING, REPAIRING OR INFILLING CMU EXPOSED TO VIEW, CONTRACTOR SHALL "TOOTH IN" NEW CMU INTO

ADJACENT EXISTING CMU TO REMAIN FOR BEST APPEARANCE.

CONTRACTOR TO MAKE CAREFUL INSPECTION & FIELD MEASUREMENTS OF EXISTING CONDITIONS TO ENSURE EXTENTS OF SELECTIVE DEMOLITION ARE CORRECTLY LOCATED & SIZED. DO NOT DEMOLISH OR CUT ITEMS BEYOND THE SCOPE OR LIMITS OUTLINED ON THE DOCUMENTS. TAKE CARE TO CAUSE NO DAMAGE TO EXISTING STRUCTURAL

COMPONENTS.

CONTRACTOR SHALL PROVIDE & INSTALL ALL NEEDED TEMPORARY BRACING, REINFORCING, & SHORING AS MAY BE NECESSARY TO ACCOMPLISH THE WORK. PROVIDE TEMPORARY FACILITIES & OTHER PROTECTIVE DEVICES DURING THE WORK AS NEEDED TO PREVENT DAMAGE TO OR LOSS OF ADJACENT BUILDING COMPONENTS & MATERIALS. WHEN WORK IS UNDERWAY, PROTECT AGAINST INTRUSION OF WIND, WATER, OTHER ELEMENTS, AND THE EFFECTS OF

WEATHER ETC.

WHEN PERFORMING CUTTING, PATCHING, OR ROOF TIE-IN WORK, THE CONTRACTOR SHALL USE ONLY MATERIALS & METHODS APPROVED BY THE EXISTING ROOF SYSTEM MANUFACTURER TO NOT VOID ANY ROOF WARRANTIES; TYP.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

EACH CONTRACTOR SHALL VERIFY ALL DIMENSIONS SHOWN ON THE DRAWINGS AND OBTAIN ALL MEASUREMENTS REQUIRED FOR PROPER EXECUTION OF WORK. WHEN VERIFICATION OF EXISTING DIMENSIONS IS REQUIRED, THE CONTRACTOR REQUIRING SAID VERIFICATION FOR THE CONSTRUCTION OR FABRICATION OF HIS MATERIAL SHALL BE THE CONTRACTOR RESPONSIBLE FOR THE PROCUREMENT OF THE FIELD INFORMATION.

PROVIDE ALL WOOD BLOCKING NECESSARY FOR THE ATTACHMENT OF MISCELLANEOUS EQUIPMENT INCLUDING BUT NOT LIMITED TO TOILET ACCESSORIES, DOOR HARDWARE, ELECTRICAL DEVICES, LABORATORY EQUIPMENT, GRAB BARS, HANDRAILS, CASEWORK AND MILLWORK.

THE TRANSITION OF DIFFERENT FLOORING MATERIALS AT A DOORWAY SHALL OCCUR AT THE CENTERLINE OF DOOR UNLESS INDICATED OTHERWISE.

ALL WALL SURFACES, DOOR FRAMES, BULKHEADS AND CEILINGS SHALL RECEIVE PAINT WHEN PAINT IS INDICATED ON THE FINISH SCHEDULE OR FINISH PLANS. PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE SAME AS SIMILAR EXPOSED SURFACES. PAINT SURFACES BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY BEFORE FINAL INSTALLATION OF EQUIPMENT. PAINT ALL MECHANICAL AND ELECTRICAL EQUIPMENT

EXPOSED IN FINISHED SPACES UNLESS INDICATED OTHERWISE.

REPAIR ALL SURFACES DAMAGED BY RENOVATION AND NEW CONSTRUCTION TO MATCH EXISTING ADJACENT OR CONTIGUOUS FINISH.

ALL CUTTING AND PATCHING AS A RESULT OF NEW CONSTRUCTION OR DEMOLITION SHALL BE PERFORMED IN A WORKMANLIKE MANNER, AND SHALL MATCH IN COLOR, SHAPE, SIZE AND TEXTURE ADJACENT AND/OR CONTIGUOUS FINISHED

SURFACES.

WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DO NOT SCALE DRAWINGS.

DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS.

UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TAKEN FROM FACE OF CMU OR CONCRETE TO FACE OF WALL, OR FACE OF WALL TO FACE OF WALL.

DOORS NOT OTHERWISE DIMENSIONED SHALL BE 8" FROM FACE OF ADJACENT CMU OR CONCRETE WALL TO ROUGH DOOR OPENING, AND 4" FROM FACE OF ADJACENT STUD WALL TO ROUGH DOOR OPENING.

FOR CONSTRUCTION DETAILS NOT SHOWN, USE THE PRODUCT MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS AND STANDARD DETAILS, IN STRICT ACCORDANCE WITH THE PROJECT SPECIFICATION REQUIREMENTS AND DESIGN

INTENT.

PROVIDE FIRE EXTINGUISHERS (FE) AND FIRE EXTINGUISHER CABINETS (FEC) AS INDICATED ON THE PLANS. PROVIDE TYPE AND SIZE AS SPECIFIED. MOUNT AT 42" AFF TO TOP OF FE AND 48" AFF TO TOP OF FEC

CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, CALCULATIONS AND SAMPLES FOR ALL ASSEMBLIES, MATERIALS AND FINISHES FOR APPROVAL PRIOR TO INSTALLATION

CONTRACTOR SHALL PROVIDE FIRE CAULKING OR PROPER UL DESIGN RATED DETAIL AT ALL LOCATIONS OF OPENINGS AND PENETRATIONS OF EXISTING FIRE WALLS EVEN IF NOT NOTED ON DRAWINGS

SCHENKELSHULTZ

A R C H I T E C T U R E

SEE WWW.SCHENKELSHULTZ.COM/COPYRIGHT FOR POLICY AND INFORMATION

www.schenkelshultz.com Copyright © 2022

200 E. Robinson Street Suite 300 Orlando, FL 32801 voice 407-872-3322 fax 407-872-3303

SS Lic. No. AA-C000937

COMM. NO.:

DRAWN BY:

A

B

C

D

E

F

G

H

J

K

L

M

185 171615141312111098764

N

ISSUE DATE:

P

Q

R

CHECKED BY:

185 171615141312111098764321

NO

T

RE

LE

AS

ED

F

OR

C

ON

ST

RU

CT

IO

N

PERMITTING AGENCY

Autodesk Docs://2023809 Seminole Fire/2023809_SCFS_A_2023.rvt

11/21/2023 11:20:49 PM

2023809

AS

SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS

1101 EAST FIRST STREET, SANFORD, FLORIDA 32771

150 ESLINGER WAY, SANFORD, FLORIDA 32773

GENERAL INFORMATION AND

ABBREVIATIONS

G001

JB

100% CONSTRUCTION DOCUMENTS

CLEAN AGENT FIRE

SUPPRESSION - PUBLIC

SAFETY BUILDING 3RD FLOOR

07/15/2023

DRAWING CONVENTIONS

ABBREVIATIONS

A

& AND

@ AT

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AD ACCESS DOOR

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ATTN ATTENTION

AUTO AUTOMATIC

AV AUDIOVISUAL

AWP ACOUSTICAL WALL PANELS

B

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOB BOTTOM OF BEAM

BOC BOTTOM OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMNT BASEMENT

BUR BUILT UP ROOFING

C

C CHANNEL

C/C CENTER TO CENTER

CAB CABINET

CAT CATEGORY

CB CATCH BASIN

CBU CEMENTITIOUS BACKER UNIT

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT

CER CERAMIC

CFMF COLD FORMED METAL FRAMING

CG CORNER GUARD

CH CHILLER

CI CAST IRON

CIP CAST-lN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMB CEMENT BOARD

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET TILE

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CTW CERAMIC WALL TILE

CUST CUSTODIAL

CW COLD WATER

D

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIMS DIMENSIONS

DISP DISPENSER

DIV DIVISION

DMPF DAMP PROOFING

DN DOWN

DO DOOR OPENING

DR DOOR

DRN DRAIN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

E

E EAST

EA EACH

ABBREVIATIONS

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENG ENGINEER

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE

M-CLASS

EPR EPOXY RESIN

EPX EPOXY FLOORING AND BASE

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EXH EXHAUST

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN OR FIRE DEPARTMENT

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURES AND

EQUIPMENT

FFB FLUSH FLOOR BOX

FFEL FINISH FLOOR ELEVATION

FH FULL HEIGHT OR FLAT HEAD

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FO FACE OF OR FINISHED OPENING

FP FIRE PROTECTION

FPG FIREPROOFING

FR FIRE RESISTANT

FRC FIBER REINFORCED CONCRETE

FRP FIBER REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FS FLOOR SINK

FT FEET/FOOT

FTG FOOTING

FURN FURNITURE

FURR FURRING

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GEN GENERAL

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS

GLAZ GLAZING

GR GRADE

GRAN GRANULAR

GRAPHI

C

CUSTOM GRAPHIC BY OTHERS

GRD GROUND

GRFG GLASS FIBER REINFORCED GYPSUM

GSM GALVANIZED SHEET METAL

GV GAS VALVE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HIG

HB HOSE BIB

HC HANDICAPPED OR HOLLOW CORE

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HRC HOSE REEL CABINET

HT HEIGHT

HTG HEATING

HVAC HEATING VENTILATION & AIR

CONDITIONING

HW HOT WATER

I

ID INSIDE DIAMETER

IN INCH/INCHES

INCAND INCANDESCENT

INCL INCLUDED/INCLUDING

INFO INFORMATION

INSUL INSULATED OR INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

J

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

K

KIT KITCHEN

ABBREVIATIONS

KO KNOCK OUT

L

LAM LAMINATE

LAV LAVATORY

LB POUND

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT DECORATIVE LIGHT FIXTURE

LTG LIGHTING

LTWT LIGHTWEIGHT

LVL LEVEL

LVR LOUVER

LVT LUXURY VINYL TILE

M

MAINT MAINTENANCE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MDL WOOD MOLDING

MECH MECHANICAL

MED MEDIUM

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N

N NORTH

NA NOT APPLICABLE

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NON RATED

NTS NOT TO SCALE

O

CFCI CONTRACTOR FURNISHED,

CONTRACTOR INSTALLED

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OEP WATER BASED EPOXY PAINT

OF OWNER FURNISHED

OFCI OWNER FURNISHED, CONTRACTOR

INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED, OWNER

INSTALLED

OH OVERHEAD

OHC OVERHEAD COILING DOOR

OHS OVERHEAD SECTIONAL DOOR

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PAV PAVING

PBD PARTICLE BOARD

PC PRECAST

PDF POWER DRIVEN FASTENER

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PL PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PNT PAINT OR PAINTED

POL POLISHED

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PT PRESSURE TREATED

PTB PORCELAIN WALL BASE

PTD PAINTED

PTE EPOXY PAINT

PTF PORCELAIN FLOOR TILE

PTL PAINT

PTN PARTITION

PTW PORCELAIN WALL TILE

PVC POLYVINYL CHLORIDE

Q

QT QUARRY TILE

QTY QUANTITY

QTZ QUARTZ SURFACE MATERIAL

R

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RB RUBBER BASE

RBR RUBBER

RBT RUBBER FLOOR TILE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

ABBREVIATIONS

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED OR REINFORCING

REL RELOCATE

REM REMOVABLE

REQ REQUIRE/REQUIRED

RESIL RESILIENT

REV REVISION/REVISED

RM ROOM

RO ROUGH OPENING

RTD RATED

RTG RATING

RWL RAIN WATER LEADER

S

S SOUTH

SA SUPPLY AIR

SAF SELF ADHERED FLASHING

SC SOLID CORE

SCHED SCHEDULE

SCS SEALED CONCRETE

SD STORM DRAIN

SDC STATIC DISSIPATIVE CARPET TILE

SDT STATIC DISSIPATIVE CARP VCT TILE

SECT SECTION

SF SQUARE FEET/FOOT

SH SPRINKLER HEAD

SHR SHOWER

SHT SHEET

SIM SIMILAR

SJ SAW JOINT

SM SURFACE MOUNTED

SP STANDPIPE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

SSM SOLID SURFACE MATERIAL

STA STATION

STC SOUND TRANSMISSION COEFFICIENT

STL STEEL

STOR STORAGE

STRG STRINGER

STRUCT STRUCTURE OR STRUCTURAL

SUBCAT SUBCATEGORY

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TDC TRAFFIC DECK COATING

TEL TELEPHONE/TELECOM

TELE TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TKBD TACK BOARD

TLT TOILET

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOS TOP OF STEEL

TOW TOP OF WALL

TP TOILET PARTITION

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

TZ TERRAZO TILE

U

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

URNL URINAL

V

VAC VENTILATION AND AIR CONDITIONING

VAR VARIES

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VINYL COMPOSITE TILE

VER VERIFY

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL COVERING

W

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

WM WIRE MESH

WOM WALK OFF MATS

WP WATERPROOF OR WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER-STRIPPING

WSCT WAINSCOT

WSP WAINSCOT PROTECTION PANEL

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

GENERAL NOTES - DEMOLITION

GENERAL NOTES - ARCHITECTURE

REVISIONS

MARK DESCRIPTION DATE

BELOW

OPEN TO

ref

VEND

ELEVATOR

#1

ELEVATOR

#3

#2

ELEVATOR

EWC

APPLICABLE CODES & STANDARDS

BUILDING:

FIRE / LIFE SAFETY:

PLUMBING:

MECHANICAL:

ELECTRICAL:

ENERGY:

AUTHORITIES HAVING JURISDICTION

BUILDING: SEMINOLE COUNTY BUILDING DEPARTMENT

FIRE / LIFE SAFETY: SEMINOLE COUNTY BUILDING DEPARTMENT

OCCUPANCY CLASSIFICATION

CONSTRUCTION TYPE

PROJECT SUMMARY

THIS PROJECT CONSISTS OF THE RENOVATION OF APPROX. 1,697 G.S.F. OF BUSINESS SPACES AS SHOWN ON

THE PLANS.

THERE WILL BE NO INCREASE IN THE OCCUPANT LOAD OF THE BUILDING AS A RESULT OF THIS PROJECT.

ACCESSIBILITY:

TESTING FOR HVHZ:

OTHER:

FLORIDA BUILDING CODE 7TH EDITION (2020)

FLORIDA FIRE PREVENTION CODE 7th EDITION (2020)

NFPA 1, FLORIDA FIRE PREVENTION CODE -2020, FLORIDA EDITION

NFPA 101, LIFE SAFETY CODE – 2018, FLORIDA EDITION

FLORIDA BUILDING CODE 7th EDITION (2020) - PLUMBING FLORIDA BUILDING CODE 7th EDITION (2020) - FUEL GAS FLORIDA BUILDING CODE 7th EDITION (2020) - MECHANICAL FLORIDA BUILDING CODE 7th EDITION (2020) - CHAPTER 27

NFPA 70, NATIONAL ELECTRICAL CODE - 2017 BY REFERENCE

FLORIDA BUILDING CODE 7th EDITION (2020) - ENERGY CONSERVATION FLORIDA BUILDING CODE 7th EDITION (2020) - ACCESSIBILITY FLORIDA BUILDING CODE 7th EDITION (2020) - TEST PROTOCOLS

FLORIDA BUILDING CODE 7TH EDITION (2020), EXISTING BUILDING,

THE PROJECT SHALL COMPLY WITH SECTION 301.1.2 WORK AREA COMPLIANCE METHOD . SCOPE OF WORK IS CLASSIFIED AS "ALTERATION - LEVEL 2 " IN ACCORDANCE WITH SECTION 504 OF THE FBC 7TH EDITION, EXISTING BUILDING. NO CHANGE OF OCCUPANCY WILL APPLY TO THE SCOPE OF THIS PROJECT AND SCOPE OF WORK DOES NOT EXCEED 50% OF THE FLOOR AREA OF ANY FLOOR. PROJECT SHALL COMPLY WITH CHAPTERS 7 AND 8 OF THE FBC 7TH EDITION, EXISTING BUILDING. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS AND SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:

EXISTING BUILDING: FLORIDA BUILDING CODE 7TH EDITION (2020)

PRIMARY FUNCTION

THERE WILL BE NO CHANGE IN THE OCCUPANCY CLASSIFICATION OF THE BUILDING AS A RESULT OF THIS PROJECT.

GROUP B BUSINESS OCCUPANCY

THERE WILL BE NO CHANGE IN THE CONSTRUCTION TYPE AS A RESULT OF THIS PROJECT.

BUILDING HEIGHT / AREA

THERE WILL BE NO CHANGE IN THE BUILDING AREA OR HEIGHT AS A RESULT OF THIS PROJECT.

FIRE RESISTANCE RATING OF BLDG. ELEMENTS

PRIMARY STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALLS - EXTERIOR

NONBEARING WALLS - INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

FOR THE PURPOSES OF ESTABLISHING FIRE RESISTANCE RATING REQUIREMENTS OF BUILDING ELEMENTS FOR ANY NEW CONSTRUCTION , THE EQUIVALENT CONSTRUCTION TYPE PER F.B.C AND FLORIDA FIRE

PREVENTION CODE SHALL BE TYPE IIB FULLY SPRINKLERED

0 HOURS

0 HOURS

0 HOURS

SEE TABLE 602

0 HOURS

0 HOURS

0 HOUR

NEW CONSTRUCTION (TYPE IIB)

EGRESS

INTERIOR WALL AND CEILING FINISHES (FOR NEW CONSTRUCTION ONLY)

EXIT ENCLOSURES & EXIT PASSAGEWAYS: B

CORRIDORS: B

ROOMS & ENCLOSED SPACES: C

(F.B.C. TABLE 803.9 / NFPA 101 38.3.3)

THERE WILL BE NO CHANGE TO THE OCCUPANT LOAD OF THE BUILDING AS A RESULT OF THIS PROJECT THEREFORE THE EXISTING EXITING REQUIREMENTS WILL REMAIN PER THE ORIGINAL DESIGN CALCULATIONS.

MAXIMUM EXIT ACCESS TRAVEL DISTANCE FOR BUSINESS OCCUPANCY PER FBC 7TH ED, BUILDING TABLE 1016.2

WITH SPRINKLER SYSTEM: 300 FEET

MAXIMUM EXIT ACCESS TRAVEL DISTANCE PROVIDED: 50' - 3" FEET

PLUMBING FIXTURE CALCULATIONS

THERE WILL BE NO INCREASE TO THE OCCUPANT LOAD OF THE BUILDING AS A RESULT OF THIS PROJECT.

THEREFORE, THE EXISTING PLUMBING FIXTURE REQUIREMENTS WILL REMAIN PER THE ORIGINAL DESIGN.

THIRD FLOOR - SCOPE OF WORK FOR THIS PROJECT

EXISTING SPACE = 1,697 GROSS SF

FIXED OCCUP. LOAD - FUNCTION OF SPACE OCCUPANCY AS SHOWN ON THIS SHEET

TOTAL REQUIRED EGRESS WIDTH (IN SCOPE OF WORK AREA) =

12 OCCUPANTS (SEE INDIVIDUAL LIFE SAFETY TAG SHOWN PER SPACE)

TOTAL PROVIDED EGRESS WIDTH (IN SCOPE OF WORK AREA) =

340 OCCUPANTS

1 2

3 4 5

5.9 6 6.1 7 8 9 1010.1 11 11.711.912 13 13.7 14 14.5

AAA

AA

A

B

C

D

E

150 SF 2

911 MOTOROLA

EQUIPMENT

3-138

286 SF

150 SF 2

CORRIDOR

3-137

271 SF

150 SF 2

COUNTY PHONES

EQUIPMENT

3-154

183 SF

WORKROOM

3-155

150 SF 5

COMPUTER

3-136

627 SF

150 SF 1

OFFICE

3-151

120 SF

OFFICE

3-152

OFFICE

3-118

CORRIDOR

3-121

STAIR

3-122

911 CENTER

3-157T1

T2

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

FEC

AREA OF WORK

EXISTING SMOKE WALL PARTITIONS TO REMAIN

(SEE WALL RATING LEGEND THIS SHEET)

EXISTING FIRE RATED WALL PARTITIONS TO REMAIN

(SEE WALL RATING LEGEND THIS SHEET)

EXISTING FIRE RATED WALL PARTITIONS TO REMAIN

(SEE WALL RATING LEGEND THIS SHEET)

### SF

NET OR GROSS ROOM AREA PER LIFE SAFETY CODE

PRIMARY EGRESS

EXIT SIGN - CEILING MOUNT

DOOR CAPACITY TAGS

FIRE EXTINGUISHER ON WALL

BRACKET

FIRE EXTINGUISHER IN SEMI-

RECESSED CABINET

NAME

ROOM NAME

OCCUPANCY MODIFIER PER LIFE SAFETY CODE

ROOM OCCUPANT CAPCITY

ROOM CAPACITY TAG

STAIR CAPACITY TAG

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

GENERAL NOTES:

BUILDING IS FULLY SPRINKLERED

REFER TO MEP DRAWINGS FOR LOCATION OF HEAT AND SMOKE

DETECTORS

REFER TO MECHANICAL FOR LOCATION OF FIRE AND SMOKE DAMPERS

COORDINATE WITH ELECTRICAL DRAWINGS FOR EXACT LOCATION OF

EMERGENCY LIGHTING, FIRE ALARM STROBES, AND PULL STATIONS

REFER TO TRAVEL DISTANCE SCHEDULE FOR TRAVEL DISTANCES

ALL SIGNAGE INCLUDING MAXIMUM OCCUPANCY, FIRE EXTINGUISHER

INSIDE, EXIT DIAGRAMS, ETC. TO BE IN ACCORDANCE WITH APPLICABLE

CODES, STANDARDS AND REQUIREMENTS

REFER TO DOOR SCHEDULE FOR DOOR / FRAME ASSEMBLY FIRE

RESISTANCE RATING FOR RESPECTIVE FIRE AND SMOKE BARRIERS AND

PARTITIONS.

EXTEND ALL RATED PARTITIONS TO THE DECK ABOVE U.N.O.

ALL EXIT SIGNS WILL BE THE ILLUMINATED TYPE, SEE ELECTRICAL

IT IS THE DESIGN INTENT THAT ALL CEILING DEVICES BE LOCATED IN THE

CENTER OF CEILING TILES.

GRAPHIC PATTERN WALL RATING

DENOTES SMOKE PARTITION

DENOTES 1 HOUR FIRE RATED CONSTRUCTION

1340 1340

1340 1340

EGRESS CAPACITY PER CODE

ARROW INDICATES

DIRECTION OF TRAVEL

EXIT SIGN - WALL MOUNT

EGRESS CAPACITY PER CODE

PATH ID MAXIMUM TRAVEL DISTANCE PATHT#

FE FEC

DENOTES 2 HOUR FIRE RATED CONSTRUCTION

OCCUPANCY LOAD CLASSIFICATION

BUSINESS AREA

SCHENKELSHULTZ

A R C H I T E C T U R E

SEE WWW.SCHENKELSHULTZ.COM/COPYRIGHT FOR POLICY AND INFORMATION

www.schenkelshultz.com Copyright © 2022

200 E. Robinson Street Suite 300 Orlando, FL 32801 voice 407-872-3322 fax 407-872-3303

SS Lic. No. AA-C000937

COMM. NO.:

DRAWN BY:

A

B

C

D

E

F

G

H

J

K

L

M

185 171615141312111098764

N

ISSUE DATE:

P

Q

R

CHECKED BY:

185 171615141312111098764321

NO

T

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AS

ED

F

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ON

ST

RU

CT

IO

N

PERMITTING AGENCY

Autodesk Docs://2023809 Seminole Fire/2023809_SCFS_A_2023.rvt

1/24/2024 8:06:03 PM

2023809

AS

SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS

1101 EAST FIRST STREET, SANFORD, FLORIDA 32771

150 ESLINGER WAY, SANFORD, FLORIDA 32773

CODE SUMMARY,

CALCULATIONS & LIFE

SAFETY PLAN

G010

JB

100% CONSTRUCTION DOCUMENTS

CLEAN AGENT FIRE

SUPPRESSION - PUBLIC

SAFETY BUILDING 3RD FLOOR

07/15/2023

1/16" = 1'-0"

A1 LEVEL 3 - LIFE SAFETY PLAN

PATH OF TRAVEL

PATH ID LENGTH

T1 50' - 3" T2 45' - 10"

REVISIONS

MARK DESCRIPTION DATE

1 BUILDING PERMIT COMMENTS 01/24/2024

GRAPHIC PATTERN WALL RATING

SMOKE

1 - HOUR

2 - HOUR

3 - HOUR

WALL RATING LEGEND

GENERAL NOTES - PARTITIONS

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

A.

B.

C.

1.

2.

3.

4.

PARTITIONS ARE DISTINGUISHED ON FLOOR PLANS BY GRAPHIC AND TWO-

PART SYMBOL DESIGNATIONS. THE ALPHANUMERIC SYMBOL INDICATES THE

PARTITION TYPE AND THE NUMERIC CHARACTER DESIGNATES THE STUD, CMU

OR CONCRETE WIDTH. REFER TO THE PARTITION TYPE DIAGRAMS.

PARTITIONS REQUIRED TO BE SMOKE AND/OR FIRE RESISTANT ARE

DISTINGUISHED GRAPHICALLY ON THE LIFE SAFETY PLANS. REFER TO THE

FIRE & SMOKE RESISTANCE LEGEND.

FLR, CLNG AND STRUCT DELINEATED IN THE PARTITION TYPE SECTIONS ARE

DIAGRAMMATIC AND DO NOT REFLECT EXACT CONSTRUCTION CONDITIONS OR

GEOMETRY.

GYPSUM BOARD TYPES INDICATED IN THE PARTITION TYPE SECTIONS IS

TYPICAL UNLESS NOTED OTHERWISE IN THE GYPSUM BOARD SCHEDULE FOR

THE PARTITION LOCATION (EXAMPLE: TYPE “A3” PARTITION AT A WET WALL

WILL RECEIVE 5/8” MOISTURE AND MOLD RESISTANT GYP BD IN LIEU OF 5/8 ”

GYP BD; TYPE “A3” PARTITION SCHEDULED TO RECEIVE TILE WILL HAVE ½ ” TILE

BACKER IN LIEU OF 5/8” GYP BD).

REFER TO PARTITION HEAD DETAILS FOR CONSTRUCTION AT RATED

PARTITIONS. WHERE A SPECIFIC DETAIL IS NOTE PROVIDED, COORDINATE

WITH ARCHITECT.

ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM

BOARD. REFER TO PARTITION TYPE MATRICES FOR PARTITION WIDTH

DIMENSIONS UNLESS INDICATED TO BE SHOWN ON PLANS.

SEALANT: REFER TO THE SEALANT SCHEDULE FOR SEALANT TYPES AT ALL

PARTITIONS. ALL PARTITIONS SHALL HAVE SCHEDULED SEALANT AT THE

HEAD, SILL, THRU-PENETRATIONS, OPENINGS AND JUNCTURES WITH

DISSIMILAR MATERIALS.

INSULATION: REFER TO INSULATION SCHEDULE FOR INSULATION TYPE AT ALL

PARTITIONS.

FOR PARTITIONS DESIGNATED TO RECEIVE SOUND ATTENUATION BLANKETS

(SAB), EXTEND SAB TO FULL HEIGHT OF PARTITION U.N.O. FLOOR TRACK TO BE

SET IN A CONT BED OF SCHEDULED SEALANT.

IF NO SYMBOL DESIGNATION IS PROVIDED, STUD WALLS SHALL BE TYPE A3

AND MASONRY WALLS SHALL BE TYPE F8.

REFER TO SPECIFICATIONS MINIMUM STUD THICKNESS, MAXIMUM SPACING

AND ALLOWABLE LIMITING HEIGHTS AND DEFLECTION CRITERIA FOR GYPSUM

BOARD ASSEMBLIES.

FIRE RESISTANT AND SMOKE RESISTANT SMOKE BARRIER RATINGS ARE TO

SURROUND ALL OPENINGS IN RATED PARTITIONS.

SMOKE RESISTANT, FIRE RESISTANT AND FIRE RESISTANT SMOKE BARRIER

PARTITIONS SHALL EXTEND AND SEAL TO THE INSIDE FACE OF EXTERIOR

SHEATHING, INCLUDING EXTENSIONS THROUGH SOFFITS.

EACH NEW FIRE WALL, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION,

OR ANY OTHER NEW WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL

BE PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE ANY

DECORATIVE CEILING AND IN CONCEALED SPACES WITH THE WORDING, "FIRE

AND SMOKE BARRIER - PROTECT ALL OPENINGS." SUCH SIGNS OR STENCILING

SHALL BE IN 4 INCH HIGH LETTERS, 1/2 INCH STROKE, AND NOT MORE THAN 15

FEET ON CENTER OR AS REQUIRED BY LOCAL CODE.

REFER TO STRUCTURAL DRAWINGS FOR REINFORCING INFORMATION.

REFER TO CASEWORK AND TOILET ACCESSORY SHEETS FOR MOUNTING

INFORMATION AND BACKING REQUIREMENTS.

DO NOT UTILIZE BULLNOSE BLOCK AT CMU WALLS DESIGNATED TO RECEIVE

CORNER GUARDS.

ALL PENETRATIONS THRU FIRE OR SMOKE RATED PARTITION SHALL BE

SEALED TO MAINTAIN THE INTEGRITY OF THE PARTITION RATING. REFER TO

SEALANT SCHEDULE.

ALL PENETRATIONS THRU SOUND RATED PARTITION SHALL BE SEALED TO

MAINTAIN THE INTEGRITY OF THE PARTITION RATING. REFER TO SEALANT

SCHEDULE.

CONTRACTOR MY REUSE COMPONENTS OF EXISTING WALL PARTITION

CONSTRUCTION WITH THE DESIGN INTENT TO PROVIDE A COMPLETE

ASSEMBLY FOR AIRTIGHT PERFORMANCE.

SEALING WALL CLOSURE METHOD ALONG CLEAN AGENT PERIMETER:

NOTE THERE ARE MULTIPLE WALL OPENINGS WITHIN EXISTING PERIMETER

WALLS (ABOVE CEILINGS AS WELL AS BELOW EXISTING ACCESS FLOOR

SYSTEM) PER THE FOLLOWING:

SEAL ONE SIDE OF WALLS (TYP. OF NEW OR EXISTING WALL SEGMENTS

AT WALL PARTITIONS CALLED OUT ON THE PLANS)

BUNDLE UP AND SECURE ANY EXISTING CABLING

PROVIDE A COMPLETE AND AIRTIGHT WALL / CEILING PERIMETER WITH

A COMBINATION OF THE FOLLOWING (AS DICTATED BY THE

CONTRACTOR):

NEW METAL STUDS AND GYP. BOARD (MIN. ON ONE SIDE STUDS)

SOUND SEALANT (AROUND ANY GAPS)

EXPANSION FOAM (AT LARGER WALL OPENINGS, AS REQUIRED)

AT LARGE CABLE TRAY OPENINGS, PROVIDE TWO ADDITIONAL 2

INCH PIPE SLEEVES CAPPED ON BOTH ENDS, THEN EMPLOY ANY

OF THE ABOVE METHODS AS REQUIRED

A3

F8A3

F8 F8

A3

D4

2 HR CMU

1 HR FIRE

2 HR SHAFT

TAGGED

PARTITION

PARTITION IDENTIFICATION EXAMPLE

GRAPHIC PARTITIONS ARE CALLED OUT

FORCLARIFICATION OF EXAMPLE ONLY AND

MAY NOT BE CALLED OUT ON PLANS.

RATINGS AS SHOWN WILL BE INDICATED

ONLIFE SAFETY PLANS ONLY.

PARTITION TAG EXAMPLE

SUB ROOM

ROOM

STUD SIZE

SUFFIX

PARTITION TYPE

NON-RATED

CMU

TYPICAL

DEFAULT

ACOUSTIC PARTITION EXAMPLE

SUB ROOM

NOTE: REFER TO SOUND ATTENUATION SCHEDULE FOR TYPE OF INSULATION

REQUIRED.

SOUND ATTENUATION BATTS SHOWN FOR CLARIFICATION OF EXAMPLE ONLY AND

WILL NOT BE GRAPHICALLY INDICATED ON PLANS

NO INSUL. REQD. IN WALLS

INSUL. REQD.

IN WALL ABOVE

DOOR

NO INSUL. REQD.

IN WALL

INSUL. IN CMU WALLS

AP

ROOM

ABUSE RESISTANT

GYPSUM BOARD EXAMPLE

NOTE: DASHED LINE AT ABUSE RESISTANT GYP.

BD. SHOWN FOR CLARIFICATION OF EXAMPLE

ONLY AND WILL NOT BE SHOWN ON PLANS

PROVIDE ABUSE RESISTANT

GYP. BD. TO HT. INDICATED IN

GYP. BD. SCHED. ON TAGGED

ROOM SIDE OF ALL GYP. BD.

PARTITIONS.

IMPACT RESISTANT

SIMILAR BUT WITH

IR TAG.

SUB ROOM

100A

ROOM

IR

AR

HIGHEST PRIORITY

LOWEST PRIORITY

TWO HOUR FIRE AND SMOKE WALL PRIORITY 1 (HIGHEST)

TWO HOUR FIRE WALL

PRIORITY 2TWO HOUR SHAFT WALL

PRIORITY 3ONE HOUR FIRE AND SMOKE WALL

PRIORITY 4

ONE HOUR FIRE WALL

ONE HOUR SHAFT WALL

PRIORITY 5SMOKE TIGHT WALL

PRIORITY 6 (LOWEST)NON-RATED WALL

PARTITION PRIORITIES

TYPE "X"

5/8" GYPSUM BOARD

5/8" ABUSE RESISTANT

GYPSUM BOARD

5/8" MOISTURE AND MOLD

RESISTANT GYPSUM BOARD

1/2" TILE BACKER BOARD

1/2" CEMENTITIOUS

BACKER BOARD

ALL LOCATIONS UNLESS NOTED BELOW OR

DETAILED OTHERWISE

REFER TO FLOORPLANS FOR TAG. PROVIDE

ABUSE RESISTANT GYP. BD. ON ALL WALLS

ENCLOSING TAGGED ROOM TO 4'-0" A.F.F. UNLESS

NOTED OTHERWISE. SEE ABUSE RESISTANT

DIAGRAM.

"WET WALLS" NOT RECEIVING TILE WITH PLUMBING

FIXTURES SUCH AS DRINKING FOUNTAINS, WATER

CLOSETS, LAVATORIES, URINALS AND SIMILAR.

ALL WALLS RECIEVING TILE, U.N.O.

WALLS EXPOSED DIRECTLY TO RUNNING WATER AND

SCHEDULED TO RECEIVE TILE. - BATHTUBS, SHOWERS,

SAUNAS, WATER THERAPY, ETC.

NOTE: CEMENT BD. SHALL BE APPLIED OVER PARTITIONS

WATER RESISTANT OR GLASS MAT GYPSUM BOARD AT

RATED WALLS.

5/8" IMPACT RESISTANT

GYPSUM BOARD

REFER TO FLOORPLANS FOR TAG. PROVIDE

IMPACT RESISTANT GYP. BD. ON ALL WALLS

ENCLOSING TAGGED ROOM TO 4'-0" A.F.F. UNLESS

NOTED OTHERWISE. SEE ABUSE RESISTANT

DIAGRAM.

IR

AR

MISCELLANEOUS STUFFING

INSULATION

UNFACED BATT INSULATION

SEMI-RIGID FIBERGLASS

INTERIOR INSULATION

SOUND ATTENUATION

BLANKETS (SAB)

WHERE DETAILED AND/OR NOTED, TO INFILL

OPENINGS IN NON-RATED WALLS AROUND PIPES,

STRUCTURAL COMPONENTS, CONDUITS AND SIMILAR.

TO SEAL TOPS OF NON-RATED MASONRY WALLS TO

DECK, AT EXPANSION JOINTS TO INSULATE.

WHERE DETAILED AND/OR NOTED, WITHIN STUD

CAVITY OF ALL EXTERIOR WALLS WHERE INSULATION

IS ENCAPSULATED UNLESS NOTED OR DETAILED

OTHERWISE.

WHERE DETAILED AND/OR NOTED, AT ALL EXTERIOR

WALLS WHERE INSULATION IS NOT ENCAPSULATED

UNLESS NOTED OR DETAILED OTHERWISE.

WHERE DETAILED AND/OR NOTED, AT ALL NON-

RATED PARTITIONS INDICATED TO BE ACOUSTICAL.

REFER TO ACOUSTICAL PARTITION SCHEDULE AND

PLANS FOR TAG.AP

MINERAL WOOL INSULATION WHERE DETAILED AND/OR NOTED, AT ALL FIRE

RATED PARTITIONS INDICATED TO BE ACOUSTICAL.

REFER TO ACOUSTICAL PARTITION SCHEDULE AND

PLANS FOR TAG.AP

SPRAY POLYURETHANE

FOAM

WHERE DETAILED AND/OR NOTED, AT ALL MASONRY

PARTITIONS INDICATED TO BE ACOUSTICAL. REFER

TO ACOUSTICAL PARTITION SCHEDULE AND PLANS

FOR TAG.AP

PARTITION TYPE XA

STRUCT

STRUCT

CLNG

FLOOR PLAN

DESIGNATION

XA#

FOR PARTITON WIDTH

REFER TO SCHED BELOW

SEALANT, BOTH SIDES

5/8" GYP BD AS SCHED

BOTH SIDES

SEALANT, BOTH SIDES MTL RUNNER

SLIP TRACK / METAL RUNNER

VI

F

2"

AB

OV

E

CL

IN

G

CLNG

EXISTING WALL

PARTITION TYPE

SIZE SUFFIX

SUFFIX STUD SIZE OVERALL WIDTH

RATING UL DESIGN #

NON-RATED N/A

STC

STC W/ 3" SAB

SMOKE RES. N/A 49 40

1 HR. U419 49 40

REMARKS

* REFER TO UL FOR MIN.

GYP BD THICKNESS AND

REQ'D INSULATION.

GRAPHIC

CONSTRUCTION

DESIGN CRITERIA

3 5/8" 4 7/8"

REFER TO LIFE SAFETY PLANS FOR PARTITION RATINGS

RAISED ACCESS

FLOORING

5/8" GYP BD AS SCHED

BOTH SIDES

SEALANT, BOTH SIDES

MTL RUNNER

SLIP TRACK / METAL RUNNER

REFER TO PARTITION

HEAD DETAILS

VI

F

- 8

GENERAL NOTE:

FOR THIS PARTITION REFER TO THIS SHEETS "GENERAL NOTES - PARTITIONS" (NOTE

#20 AND #21)

VI

F

" A

PP

RO

X

PARTITION TYPE XB

STRUCT

STRUCT

CLNG CLNG

EXISTING WALL

RAISED ACCESS

FLOORING

5/8" GYP BD AS SCHED

BOTH SIDES

SEALANT, BOTH SIDES

MTL RUNNER

SLIP TRACK / METAL RUNNER

FLOOR PLAN

DESIGNATION

XB#

PARTITION TYPE

SIZE SUFFIX

SUFFIX STUD SIZE OVERALL WIDTH

RATING UL DESIGN #

NON-RATED N/A

STC

STC W/ 3" SAB

SMOKE RES. N/A 49 40

1 HR. U419 49 40

REMARKS

* REFER TO UL FOR MIN.

GYP BD THICKNESS AND

REQ'D INSULATION.

GRAPHIC

CONSTRUCTION

DESIGN CRITERIA

3 5/8" 4 7/8"

REFER TO LIFE SAFETY PLANS FOR PARTITION RATINGS

GENERAL NOTE:

FOR THIS PARTITION REFER TO THIS SHEETS "GENERAL NOTES - PARTITIONS" (NOTE

#20 AND #21)

VI

F

- 8

PARTITION TYPE XC

STRUCT

STRUCT

CLNG

FOR PARTITON WIDTH

REFER TO SCHED BELOW

SEALANT, BOTH SIDES

5/8" GYP BD AS SCHED

BOTH SIDES

SEALANT, BOTH SIDES MTL RUNNER

SLIP TRACK / METAL RUNNER

VI

F

2"

AB

OV

E

CL

IN

G

CLNG

EXISTING WALL

REFER TO PARTITION

HEAD DETAILS

RAISED ACCESS

FLOORING

VI

F

- 8

VI

F

" A

PP

RO

X

FLOOR PLAN

DESIGNATION

XC#

PARTITION TYPE

SIZE SUFFIX

SUFFIX STUD SIZE OVERALL WIDTH

RATING UL DESIGN #

NON-RATED N/A

STC

STC W/ 3" SAB

SMOKE RES. N/A 49 40

1 HR. U419 49 40

REMARKS

* REFER TO UL FOR MIN.

GYP BD THICKNESS AND

REQ'D INSULATION.

GRAPHIC

CONSTRUCTION

DESIGN CRITERIA

3 5/8" 4 7/8"

REFER TO LIFE SAFETY PLANS FOR PARTITION RATINGS

GENERAL NOTE:

FOR THIS PARTITION REFER TO THIS SHEETS "GENERAL NOTES - PARTITIONS" (NOTE

#20 AND #21)

PARTITION TYPE C

4 4" 4 5/8"

2 2 1/2"

SUFFIX STUD SIZE OVERALL WIDTH

3 1/8"

RATING UL DESIGN #

1 HR. U415 - SYSTEM A

STC

STC W/ 3" SAB

REMARKS

AT WALLS TO RECEIVE TILE

USE U415 - SYSTEM D, ADD

THICKNESS OF CEMENT BD

GRAPHIC

STRUCT

STRUCT

CLNG

MTL SHAFTWALLSLIP

TRACK RUNNER

5/8" GYP BD

REFER TO INSULATION SCHEDULE

FOR REQD INSUL / SOUND

ATTENUATION.

MTL SHAFTWALL RUNNER

CONSTRUCTION

DESIGN CRITERIA REFER TO LIFE SAFETY PLANS FOR PARTITION RATINGS

SEALANT, BOTH SIDES

REFER TO PARTITION

HEAD DETAILS

FLOOR PLAN

DESIGNATION

C#

6 6" 6 5/8"

1" GYPSUM

SHAFT LINER

SEALANT AS SCHED

1-HOUR SHAFTWALLPARTITION TYPE

SIZE SUFFIX

RAISED ACCESS

FLOORING

NON-RATED N/A 49 40

SCHENKELSHULTZ

A R C H I T E C T U R E

SEE WWW.SCHENKELSHULTZ.COM/COPYRIGHT FOR POLICY AND INFORMATION

www.schenkelshultz.com Copyright © 2022

200 E. Robinson Street Suite 300 Orlando, FL 32801 voice 407-872-3322 fax 407-872-3303

SS Lic. No. AA-C000937

COMM. NO.:

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Autodesk Docs://2023809 Seminole Fire/2023809_SCFS_A_2023.rvt

11/21/2023 11:20:53 PM

2023809

AS

SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS

1101 EAST FIRST STREET, SANFORD, FLORIDA 32771

150 ESLINGER WAY, SANFORD, FLORIDA 32773

PARTITION TYPES & NOTES

G031

JB

100% CONSTRUCTION DOCUMENTS

CLEAN AGENT FIRE

SUPPRESSION - PUBLIC

SAFETY BUILDING 3RD FLOOR

07/15/2023

NOT TO SCALE

PARTITION ID DIAGRAM

NOT TO SCALE

ACOUSTIC PARTITION

DIAGRAM

NOT TO SCALE

ABUSE RESISTANT GYP. BD.

DIAGRAM

NOT TO SCALE

GYPSUM BOARD SCHEDULE

NOT TO SCALE

INSULATION SCHEDULE

REVISIONS

SINGLE DOOR DOUBLE DOOR

OPENING OPENING

LINE OF STRUCTURE

WINDOW

OPENING

A A A B

ECD

NOTE: DETAIL CALLOUTS REFER TO TYPICAL OPENING FRAMING DETAILS THIS SHEET

PROVIDE DIAGONAL BRACING AT

EVERY 6 FT. OPENING AND EVERY 48"

FOR OPENINGS GREATER THAN 6 FT.

NOTE:

BOTH JAMBS OF ALL OPENINGS

CONT. TO BOTTOM OF

STRUCTURE

PARTITION AS

SCHEDULED

2x 20 GA. (MIN.) MTL.

STUDS FROM FLOOR

TO STRUCTURE

1x22 GA (MIN.) MTL.

STRAP @ 24" O.C.

FROM FLOOR TO

STRUCTURE

A - DOOR JAMB B - SILL

PARTITION AS

SCHED.

PARTITION AS

SCHEDULED

20 GA. (MIN.)

MTL. STUD

RUNNER

MTL. STUD

C - DOUBLE DOOR HEADER

1 1/2" x 1 1/2" 18 GA. (MIN.) CLIP

ANGLE

(WIDTH AS REQ'D BY

PARTITION TYPE)

PARTITION AS SCHED.

TWO - 6" 18 (MIN.) GA. MTL. STUDS

20 GA. (MIN.)MTL. STUDS

RUNNER

1 1/2" x 1 1/2" 18 GA. (MIN.) CLIP

ANGLE AT JAMB FRAMING

BEYOND

(WIDTH AS REQ'D BY PARTITION

TYPE)

D - SINGLE DOOR HEADER

PARTITION AS SCHED.

20 GA. (MIN.) MTL. STUD

RUNNER

1 1/2" x 1 1/2" 18 GA. (MIN.) CLIP

ANGLE AT JAMB FRAMING

BEYOND

(WIDTH AS REQ'D BY PARTITION

TYPE)

20 GA. (MIN.) MTL. STUD RUNNER

MTL. STUD

E - WINDOW / GYP. BD. OPENING HEADER

1 1/2" x 1 1/2" 18 GA. (MIN.) CLIP ANGLE

(WIDTH AS REQ'D BY PARTITION TYPE)

PARTITION AS SCHED.

OPENINGS </= 48" TWO - 3 5/8" 18 GA. (MIN.)

MTL. STUDS

OPENINGS > 48" TWO - 6" 18 GA. (MIN.) MTL.

STUDS

20 GA. (MIN.) MTL. STUDS RUNNER

1 1/2" x 1 1/2" 18 GA. (MIN.) CLIP ANGLE AT JAMB

FRAMING BEYOND

(WIDTH AS REQ'D BY PARTITION TYPE)

5/8" GYP. BD. AT OPENINGS

H.M. FRAME (WHERE OCCURS)

H.M. FRAME

H.M. FRAME

H.M. FRAME

SEE PLANS FOR PARTITION TYPE

16 GAUGE METAL CLOSURE PLATE

CORRUGATED METAL DECK - SEE STRUCT.

STRUCTURAL SLAB - SEE STRUCT.

3 PCF DENSITY GLASS FIBER

ACOUSTIC SEALANT (FIRE-RATED AT FIRE

RATED WALLS)

SEE PLANS FOR PARTITION TYPE

1" THICK NEOPRENE DECK CLOSURE (NO

DECK CLOSURE AT RATED WALLS)

ACOUSTICAL SEAL AT PERIMETER OF DECK

CLOSURE, TYP. BOTH SIDES

STRUCTURAL SLAB - SEE STRUCT.

3 PCF DENSITY GLASS FIBER OR MINERAL WOOL

ACOUSTIC SEALANT (FIRE-RATED ACOUSTICAL

SEALANT AT RATED WALLS)

METAL DECK - SEE STRUCT.

BACKER ROD / ACOUSTICAL SEALANT AT

PERIMETER, BOTH SIDE, SEAL AIR TIGHT

DRYWALL COMPOUND BETWEEN EDGE

OF GYP BD AND SLEEVE

SHEET METAL OR PVC SLEEVE, 1/4"

MIN. TO 3/4" MAX. LARGER IN

DIAMETER THAN THE PIPE OR

CONDUIT IN ALL DIMENSIONS

GLASS FIBER PACKING AROUND PERIMETER

BACKER ROD / ACOUSTICAL SEALANT AT

PERIMETER, BOTH SIDE, SEAL AIR TIGHT

SUPPORT PIPE OR CONDUIT ON

BOTH SIDES OF OPNG.

DUCT

PIPE / CONDUIT CENTER PIPE IN SLEEVE

DRYWALL COMPOUND BETWEEN EDGE

OF GYP BD AND SLEEVE

SUPPORT DUCT ON BOTH SIDES

OF OPNG.

CENTER DUCT IN SLEEVE

SHEET METAL OR PVC SLEEVE, 1/2"

MIN. TO 1" MAX. LARGER THAN DUCT

IN ALL DIMENSIONS

GLASS FIBER PACKING AROUND PERIMETER

TYPE

SEE WALL

SEE PLANS FOR PARTITION TYPE

SCHENKELSHULTZ

A R C H I T E C T U R E

SEE WWW.SCHENKELSHULTZ.COM/COPYRIGHT FOR POLICY AND INFORMATION

www.schenkelshultz.com Copyright © 2022

200 E. Robinson Street Suite 300 Orlando, FL 32801 voice 407-872-3322 fax 407-872-3303

SS Lic. No. AA-C000937

COMM. NO.:

DRAWN BY:

A

B

C

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Autodesk Docs://2023809 Seminole Fire/2023809_SCFS_A_2023.rvt

11/21/2023 11:20:54 PM

2023809

Author

SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS

1101 EAST FIRST STREET, SANFORD, FLORIDA 32771

150 ESLINGER WAY, SANFORD, FLORIDA 32773

TYPICAL PARTITION DETAILS

& WIND DESIGN CRITERIA

G033

Checker

100% CONSTRUCTION DOCUMENTS

CLEAN AGENT FIRE

SUPPRESSION - PUBLIC

SAFETY BUILDING 3RD FLOOR

07/15/2023

1/4" = 1'-0"

A11 TYPICAL METAL STUD PARTITION DETAILS

3" = 1'-0"

A1 TYPICAL OPENING FRAMING DETAILS

1 1/2" = 1'-0"

E15

PARTITION WALL AT DECK -

PARALLEL

1 1/2" = 1'-0"

A15

PARTITION WALL AT DECK -

PERPENDICULAR

3" = 1'-0"

J15 PENETRATIONS AT PARTITIONS

REVISIONS

MARK DESCRIPTION DATE

NOT TO SCALE

E1 WIND DESIGN CRITERIA

ref

VEND

ELEVATOR

#1

ELEVATOR

#3

#2

ELEVATOR

EWC

3 4 5

C

D

E

MOTOROLA

EQUIPMENT

3-138

CORRIDOR

3-137

COUNTY

PHONES

EQUIPMENT

3-154

WORKROOM

3-155

COMPUTER

3-136

OFFICE

3-151

OFFICE

3-152

OFFICE

3-118

CORRIDOR

3-121

911 CENTER

3-157

STAIR

3-122

1'

- 7

020-06

MOTOROLA

EQUIPMENT

3-138

CORRIDOR

3-137

COUNTY

PHONES

EQUIPMENT

3-154

WORKROOM

3-155

COMPUTER

3-136

OFFICE

3-151

OFFICE

3-152

OFFICE

3-118

CORRIDOR

3-121

911 CENTER

3-157

STAIR

3-122

020-04

020-04

020-05

020-05

020-04

EXISTING 2' X 4' RECESSED LIGHT

FIXTURE TO BE REMOVED

EXISTING 1' X 4' PENDANT LIGHT

FIXTURE TO BE REMOVED

EXISTING 2'X2' ACOUSTIC PANEL

CEILING SYSTEM TO BE DEMOLISHED

EXISTING SUPPLY DIFFUSER TO

BE REMOVED

EXISTING RETURN AIR TO BE

REMOVED

NOTE: SEE MEP DRAWINGS FOR LIGHTING / DIFFUSERS

TO BE REUSED OR INSTALLED NEW.

EXISTING CIRCULAR LIGHT FIXTURE

TO BE REMOVED

EXISTING CONSTRUCTION TO REMAIN

EXISTING CONTRUCTION TO BE DEMOLISHED EXISTING FLOOR TO BE DEMOLISHED

1.

2.

3.

4.

5.

REFER TO SHEET G001 FOR GENERAL DEMOLITION NOTES.

GENERAL CONTRACTOR SHALL COORDINATE RIGHTS OF FIRST REFUSAL AND POTENTIAL RETURN OF ANY ITEMS SHOWN TO BE REMOVED OR DEMOLISHED WITH SEMINOLE COUNTY END USERS (IN THE EVENT THEY WANT TO KEEP THE ITEM), OTHERWISE GENERAL CONTRACTOR

TO DISPOSE OF SAID ITEM; TYPICAL.

REPLACE ALL DAMAGED OR DETERIORATED EXISTING CEILING TILES DUE TO DEMOLITION OF EXISTING EQUIPMENT, LIGHTING / DATA / FIRE

ALARM, MECHANICAL, OR FIRE PROTECTION SYSTEMS (SEE MEPFP DOCUMENTS); TYPICAL.

CONTRACTOR TO PATCH / REPAIR ALL EXISTING WALL & CEILINGS SURFACES AS REQUIRED AND PREPARE SURFACES TO RECEIVE NEW

WORK (SEE FLOOR & REFLECTED CEILING PLANS FOR NEW WORK); TYPICAL.

CONTRACTOR SHALL PROVIDE WALL BACKING IN WALLS & SUPPORT FROM STRUCTURE ABOVE IN CEILINGS AS NEEDED FOR NEW EQUIPMENT SHOWN IN ARCHITECTURAL AND ELECTRICAL (TYP. OF EXISTING AND NEW WALLS / CEILINGS).

GENERAL DEMOLITION NOTES

SCHENKELSHULTZ

A R C H I T E C T U R E

SEE WWW.SCHENKELSHULTZ.COM/COPYRIGHT FOR POLICY AND INFORMATION

www.schenkelshultz.com Copyright © 2022

200 E. Robinson Street Suite 300 Orlando, FL 32801 voice 407-872-3322 fax 407-872-3303

SS Lic. No. AA-C000937

COMM. NO.:

DRAWN BY:

A

B

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185 171615141312111098764

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CHECKED BY:

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Autodesk Docs://2023809 Seminole Fire/2023809_SCFS_A_2023.rvt

11/21/2023 11:20:55 PM

2023809

AS

SEMINOLE COUNTY BOARD OF COUNTY COMMISSIONERS

1101 EAST FIRST STREET, SANFORD, FLORIDA 32771

150 ESLINGER WAY, SANFORD, FLORIDA 32773

ARCHITECTURAL DEMOLITION

PLANS

A021

JB

100% CONSTRUCTION DOCUMENTS

CLEAN AGENT FIRE

SUPPRESSION - PUBLIC

SAFETY BUILDING 3RD FLOOR

07/15/2023

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1/4" = 1'-0"

A1 LEVEL 3 - DEMOLITION FLOOR PLAN

1/4" = 1'-0"

J1 LEVEL 3 - DEMOLITION REFLECTED CEILING PLAN

LEGEND - REFLECTED CEILING DEMOLITION

LEGEND - FLOOR PLAN DEMOLITION

KEYNOTE LEGEND

KEYNOTE DESCRIPTION

020-04 EXISTING CEILINGS TO REMAIN, SEE GENERAL

NOTES

020-05 EXTENT OF EXISTING ACOUSTICAL CEILING

SYSTEM TO BE DEMOLISHED

020-06 EXISTING ACCESS FLOORING SYSTEM AREA TO BE

REMOVED / MODIFIED (SEE NEW WORK).

CONTRACTOR TO REUSE EXISTING COMPONENTS

INCLUDING EXISTING CARPET AND VINYL TILE

FINISHES

REVISIONS

ref

VEND

ELEVATOR

#1

ELEVATOR

#3

#2

ELEVATOR

EWC

C

1.

2.

3.

4.

5.

6.

7.

8.

ALL DIMENSIONS ARE TO THE CENTERLINE OF DEVICE, TYPICAL.

ALL SOFFITS/CASED OPENINGS ARE TO ALIGN WITH THE FINISHED FACE OF ADJACENT…