CC-5051-23_Contract_Plans.pdf

PDF 19 MB Posted Jun 2, 2023

Attached to: Fire Training Center - Shower & Restroom Building Addition
Solicitation number: CC-5051-23/MAG
Issued by: Seminole County, Florida

About this file

Written by GovTribe AI · Jun 27, 2025

The shared file is a comprehensive set of construction documents for the Seminole County Fire Training Center Shower Building Addition project, prepared by KMA Design Group, LLC and dated April 3, 2023. The project involves constructing a new shower building addition at the Seminole County Fire Training Center located at 201 Valentine Way in Longwood, Florida. The documents include architectural, civil, structural, mechanical, electrical, and plumbing plans covering a multi-room shower facility with detailed specifications for construction, including site plans, floor plans, elevations, utility connections, and technical details for various building systems.

The project documents indicate a total project budget estimated around $225,000, with specifications for a certified general contractor to complete the work. The plans detail a facility with multiple shower rooms, mechanical spaces, and associated infrastructure, including specific requirements for electrical, plumbing, and mechanical systems. The documents provide extensive technical specifications, including building code compliance, material specifications, installation requirements, and detailed drawings for each discipline of construction. The project appears to be funded through Seminole County and is designed to enhance the fire training facility's amenities and functionality.

View the file

Other files

File	Type	Posted
Fire_Training_Center_-_Shower_&_Restroom_Building_Addition_(Addendum_#2_Revision).pdf	PDF	Jul 17, 2023
CC-5051-23_Project_Manual.pdf	PDF	Jun 2, 2023
CC-5051-23_Scope_of_Services.pdf	PDF	Jun 2, 2023
FEMA_REQUIREMENTS.pdf	PDF	May 18, 2023
Standard_Construction_under_$500,000_(No_Engineer).pdf	PDF	May 18, 2023
Standard_Construction_under_$500,000_(Engineer)_(1).pdf	PDF	May 18, 2023
Contract_Documents_(after_notice_of_award_is_issued).zip	ZIP file	May 18, 2023
Notice_of_No-Bid_(turn_in_if_company_is_not_bidding).docx	DOCX document	May 18, 2023

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REVISIONS:

Mark A. Kaiser, AIA

AR 92267

Date:

Project No.:

04/03/2023

23-01002

SEALCONSULTANTS

100% Construction Docs voice 407.697.0336 www.kmadg.net

AR 92267 CS1

Seminole County Fire Training Center Fire Training Center - Shower Building Addition

FTC Shower Building Addition

F ire T ra in in g

C en te r -

S ho w er

B ui ld in g A dd iti on

Specialty Consultant n/a

Valentine Way

Seminole County Fire Training Center 201 Valentine Way

Longwood, FL 32750

Mechanical, Electrical, Plumbing & Fire Protection Engineer

SGM Engineering Inc.

935 Lake Baldwin Lane

Orlando, FL 32814 407.767.5188

Structural Engineer

Alba Engineering P.O. Box 547774

Orlando, FL 32854 407.421.4866

Civil Engineer

Klima Weeks Civil Engineering 385 Douglas Ave

Suite 2100 Altamonte Springs, FL 32714

407.478.8750

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ARCHITECTURAL GENERAL NOTES

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BUILDING CODE INFORMATIONABBREVIATIONS

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GEOMETRY NOTES:

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EROSION CONTROL NOTES

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STORM LEGEND: WATER / SEWER LEGEND:

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DEMOLITION LEGEND

TREE BARRIER DETAIL

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1. BUILDING CODES A. ALL CONSTRUCTION SHALL CONFORM WITH THE 2020 (7th EDITION) FLORIDA 2020 (7th EDITION) FLORIDA (7th EDITION) FLORIDA 7th EDITION) FLORIDA EDITION) FLORIDA BUILDING CODE - BUILDING BUILDING B. IN ADDITION, ALL CONSTRUCTION SHALL CONFORM WITH THE GOVERNING LOCAL BUILDING CODE OR LOCAL JURISDICTIONAL REQUIREMENTS. 2. DESIGN LOADS A. THE DESIGN DEAD LOADING FOR ALL FRAMING IS BASED ON THE CONSTRUCTION MATERIALS SHOWN ON THE DRAWINGS AND INDICATED IN THE SPECIFICATIONS. ALL FRAMING IS DESIGNED FOR THE FOLLOWING UNIFORM DEAD LOADS APPLIED IN ADDITION TO STRUCTURE SELF WEIGHT: MECH., ELECT., PLUMBING, CEILING, ETC.................15PSF ROOFING....................................................................5PSF B. THE MINIMUM DESIGN UNIFORMLY DISTRIBUTED LIVE LOADING FOR ALL NEW FRAMING SHALL BE AS FOLLOWS: FLOOR LIVE LOADS UNINHABITABLE ATTICS WITHOUT STORAGE..........10PSF UNINHABITABLE ATTICS WITHOUT STORAGE..........10PSF UNINHABITABLE ATTICS W/ STORAGE..................20PSF UNINHABITABLE ATTICS W/ STORAGE..................20PSF SLEEPING AREAS...................................................30PSF ALL OTHER AREAS INCL. STAIRS.........................40PSF ROOF LIVE LOAD.....................................................20PSF C. HANDRAIL/GUARDRAIL LIVE LOADS HANDRAIL/GUARDRAIL LIVE LOADS GUARDS AND HANDRAILS (HIGHER OF) 200LB PT LOAD OR 50PLF. GUARD PICKET/INFILL COMPONENTS 50PSF OVER A 1 SQ. FT. AREA. D. THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE METHOD OF THE CONTRACTOR IS COMPLETELY RESPONSIBLE FOR THE METHOD OF CONSTRUCTION AND SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN THE STABILITY OF THE STRUCTURE AND TO SUPPORT CONSTRUCTION LOADS DURING CONSTRUCTION, INCLUDING SOILS ON WALLS FROM BACKFILLING PRIOR TO PLACING SLABS ON GRADE. DESIGN OF ALL BRACING IS THE CONTRACTORS RESPONSIBILITY. ANY SHORING OR BRACING ENGINEERING SHALL BE BY OTHERS. 3. MISCELLANEOUS A. SHOP DRAWINGS FOR ALL STRUCTURAL ELEMENTS SHOWN ON THE CONTRACT DOCUMENTS MUST BE SUBMITTED BY THE CONTRACTOR OR OWNER FOR REVIEW BY THE ENGINEER. B. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, MECHANICAL, ELECTRICAL PLUMBING AND STRUCTURAL DRAWINGS FOR LOCATION AND DIMENSION OF CHASES, INSERTS, OPENINGS, SLEEVES, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS. C. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS SHOWN ON THE CONTRACT DRAWINGS BEFORE PROCEEDING WITH CONSTRUCTION. ALL DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONALS. D. SCALES SHOWN ON THE CONSTRUCTION DOCUMENTS ARE FOR GENERAL INFORMATION ONLY. DIMENSIONAL INFORMATION SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS. 4. SPREAD FOOTING FOUNDATIONS A. THE BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE LOCATED AS INDICATED ON THE DRAWINGS. C. ALL FILL PLACED UNDER SPREAD FOOTINGS SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 OR ALTERNATIVE REQUIREMENTS PROVIDED BY A GEOTECHNICAL ENGINEER. D. ALL EXISTING SOIL CONTAINING GRAVEL, CONSTRUCTION OR DEMOLITION DEBRIS, ORGANIC SUBSTANCES, OR OTHER FOREIGN OBJECTS SHALL BE REMOVED FROM THE REGION WITHIN THE FOOTPRINT OF THE STRUCTURE. 5. STRUCTURAL FILL A. NEW FILL MATERIAL AND EXISTING BASE MATERIAL SHALL BE FREE OF ALL REFUSE, DEBRIS, AND ORGANIC MATTER AND SHALL BE APPROVED FOR USE BY A GEOTECHNICAL ENGINEER. B. FILL MATERIAL SHALL BE DEPOSITED IN 8 INCH MAXIMUM LOOSE LIFTS AND COMPACTED TO A DRY DENSITY OF AT LEAST 95 PERCENT OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 698 OR ALTERNATIVE REQUIREMENTS PROVIDED BY A GEOTECHNICAL ENGINEER. 6. SLABS ON GRADE SLABS ON GRADE A. ALL SLABS ON GRADE SHALL CONSIST OF A 4 INCH THICK 2500 PSI (MIN) SLAB PLACED OVER A 6 MIL (MIN.) POLYETHYLENE VAPOR RETARDER OVER CLEAN COMPACTED FILL REINFORCED WITH POLYPROPOLENE FIBERS OVER CLEAN COMPACTED FILL REINFORCED WITH POLYPROPOLENE FIBERS (FIBERMESH OR EQUAL), MIN. 1-1/2" LONG AT A RATE OF 1.5 LBS/ CY OF CONCRETE. ALL EDGES OF VAPOR RETARDER SHALL BE LAPPED 6 INCHES MIN. AND TAPED AT ALL JOINTS/PENETRATIONS. B. ANY TERMITE TREATMENT SPECIFIED AND PERMITTED BY FBC-1816 ANY TERMITE TREATMENT SPECIFIED AND PERMITTED BY FBC-1816 IS ACCEPTABLE, INCLUDING: SOIL TREATMENT WITH REGISTERED TERMITICIDE, OR BAITING SYSTEMS (SENTRICON OR APPROVED EQUAL), OR PESTICIDES APPLIED TO WOOD (BORA-CARE OR APPROVED EQUAL) C. SLABS ON GRADE SHALL BE SCREEDED, FLOATED, AND STEEL SLABS ON GRADE SHALL BE SCREEDED, FLOATED, AND STEEL TROWELED TO FORM A SMOOTH, DENSE, AND PLANE SURFACE. D. PLACE CONCRETE PER ACI 302. CONTRACTOR SHALL READ, UNDERSTAND PLACE CONCRETE PER ACI 302. CONTRACTOR SHALL READ, UNDERSTAND FOLLOW GUIDELINES SET FORTH FOR PREPARING SUBGRADE, PLACING, CONSOLIDATING, FINISHING AND CURING CONCRETE SLABS. E. EXTEND SLAB 1-1/2" INCHES AT DOOR OPENINGS, EXTEND SLAB 1-1/2" EXTEND SLAB 1-1/2" INCHES AT DOOR OPENINGS, EXTEND SLAB 1-1/2" INCHES AT SLIDING GLASS DOORS AND RECESS " FOR TRACKS. 34" FOR TRACKS. F. SAWCUT CONTROL JOINTS IN CONCRETE SLAB RECOMMENDED AT 12'-0" O.C. MAX SAWCUT CONTROL JOINTS IN CONCRETE SLAB RECOMMENDED AT 12'-0" O.C. MAX X

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NOTE: RECOMMENDED SPACING OF CONTROL JOINTS NOT TO EXCEED MAX. SPACING OF 12'-0"

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7. CAST IN PLACE CONCRETE A. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301)"; AND TO THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318)". B. IN ADDITION TO THE ABOVE, ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING: 1. REC. PRACTICE FOR HOT WEATHER CONCRETING (ACI 305). 2. REC. PRACTICE FOR COLD WEATHER CONCRETING (ACI 306). 3. REC. PRACTICE FOR CONCRETE FORMWORK (ACI 347). C. ALL CONCRETE EXPOSED TO PUBLIC VIEW SHALL CONFORM TO THE REQUIREMENTS FOR ARCHITECTURAL CONCRETE CONTAINED IN ACI 301. D. ALL CONCRETE; UNLESS NOTED OTHERWISE, SHALL BE STONE AGGREGATE CONCRETE HAVING THE FOLLOWING MINIMUM 28 DAY COMPRESSIVE STRENGTHS: FOUNDATIONS 3000 PSI SLABS ON GRADE 3000 PSI BEAMS/COLUMNS/ELEVATED SLABS 4000 PSI ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE AN AIR ENTRAINMENT OF 5% +/- 1%. NO ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL BE PERMITTED. MAXIMUM AGGREGATE SIZE SHALL BE 1", AND MAXIMUM SLUMP SHALL BE 4", 3" FOR SLABS ON GRADE. ALL CONCRETE EXCEPT FOOTINGS SHALL CONTAIN A WATER REDUCING ADMIXTURE. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 AND NORMAL WEIGHT AGGREGATES SHALL CONFORM ASTM C 33. E. ALL REINFORCING BARS SHALL BE NEW BILLET STEEL CONFORMING TO GRADE 60 MIN. GRADE 40 ACCEPTABLE FOR FOUNDATIONS. ALL WELDED WIRE FABRIC (W.W.F.) SHALL CONFORM TO ASTM A 185. LAP ALL REINFORCING BARS A MINIMUM OF 48 BAR DIAMETERS (30" FOR #5 REINF.) AND ALL W.W.F. A MINIMUM OF TWO FULL GRIDS, UNLESS OTHERWISE INDICATED. G. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED IN ACCORDANCE WITH THE CRSI "MANUAL OF STANDARD PRACTICE", ACI 315" DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI SP 66 "DETAILING MANUAL". H. GROUND BLAST FURNACE SLAG MAY BE USED TO REPLACE UP TO 50 PERCENT OF THE PORTLAND CEMENT IN A CONCRETE MIX, AND FLY ASH OR POZZOLAN MAY BE USED TO REPLACE UP TO 25 PERCENT OF PORTLAND CEMENT, SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER AND SHALL CONFORM TO ASTM C 989. L. MINIMUM COVER FOR ALL REINFORCING SHALL BE AS FOLLOWS UNLESS OTHERWISE INDICATED: FOUNDATIONS 3 INCHES SLABS ON GRADE 2 INCHES (TOP) ALL OTHER CONCRETE ACI STANDARDS 8. CONCRETE MASONRY A. ALL MASONRY CONSTRUCTION SHALL CONFORM TO THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530/ASCE 5/TMS 402)" AND TO THE "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1/ASCE 6/TMS 602)". B. ALL CONCRETE MASONRY SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF MASONRY, f'm = 1500 PSI. C. ALL WALLS SHALL BE CONSTRUCTED OF NORMAL WEIGHT HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90 WITH A NET COMPRESSIVE STRENGTH OF 1900 PSI. D. ALL EXTERIOR WALLS AND BEARING WALLS SHALL BE CONSTRUCTED WITH TYPE "S" CEMENT LIME MORTAR ABOVE GRADE, AND TYPE "M" BELOW GRADE. ALL MORTAR SHALL CONFORM TO ASTM C270 WITH TYPE "S" MORTAR OBTAINING AN AVERAGE COMPRESSIVE STRENGTH OF 1800 PSI AT 28 DAYS AND TYPE "M" MORTAR OBTAINING AN AVERAGE COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. E. ALL FILL FOR CONCRETE MASONRY SHALL BE GROUT CONFORMING TO ASTM C 476 WITH A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. F. ALL MASONRY WALLS SHALL BE REINFORCED WITH 9 GA LADDER TYPE GALVANIZED HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A 82 AND SPACED VERTICALLY AT 16" O.C., UNLESS OTHERWISE INDICATED. PROVIDE CORNER AND TEE PIECES AT ALL INTERSECTIONS. LAP ALL JOINTS 6" MINIMUM. LADDER REINF. IS RECOMMENDED FOR SHRINKAGE CRACK CONTROL, HOWEVER, AT GENERAL CONTRACTOR DISCRETION THE LADDER REINFORCING MAY BE ELIMINATED AND IS NOT A FBC MANDATED REQUIREMENT. G. ALL REINFORCING BARS FOR MASONRY SHALL BE NEW BILLET STEEL ALL REINFORCING BARS FOR MASONRY SHALL BE NEW BILLET STEEL CONFORMING TO GRADE 40 MIN H. ALL VERTICAL REINFORCING SHALL BE LAP SPLICED A MINIMUM OF 48 BAR DIAMETERS (30" FOR #5 REINF.) UNLESS OTHERWISE INDICATED. ALL MASONRY CORES CONTAINING VERTICAL REINFORCING SHALL BE GROUTED SOLID. I. IF VERTICAL REINF. IS MISSING/MISPLACED, REPLACEMENT REINF. MAY IF VERTICAL REINF. IS MISSING/MISPLACED, REPLACEMENT REINF. MAY BE DOWELLED INTO FOOTING 5" MIN. WITH EPOXY. 9. EPOXY A. ALL EPOXY CALLED FOR IN PLANS TO BE SIMPSON SET (CONCRETE OR MASONRY), ALL EPOXY CALLED FOR IN PLANS TO BE SIMPSON SET (CONCRETE OR MASONRY), SIMPSON HP-ET, (CONCRETE OR MASONRY), HILTI HIT-RE 500 V3 (CONCRETE), OR HILTI HIT-HY 270 (MASONRY). 10. SOFFITS SOFFITS 11. PRE-ENGINEERED WOOD TRUSSES (**NOT-IN-USE**) A. WOOD TRUSSES SHALL DESIGNED FOR THE LOADS INDICATED ON THE WOOD TRUSSES SHALL DESIGNED FOR THE LOADS INDICATED ON THE CONTRACT DOCUMENTS. ALL TRUSS TO TRUSS CONNECTIONS SHALL BE DESIGNED AND SPECIFIED BY THE TRUSS SUPPLIER. B. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DESIGN THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND DESIGN CALCULATIONS FOR ALL WOOD TRUSSES INCLUDING TRUSS LAYOUT, WOOD SPECIES AND GRADE, MEMBER SIZES, TRUSS BEARING CONNECTION DETAILS WITH CLEARLY INDICATED REACTIONS, AND THE DESIGN AND LOCATION OF ALL REQUIRED BRACING AND BRIDGING. THE TRUSSES SHALL BE DESIGNED IN A MANNER THAT AVOIDS ADDITIONAL MEMBER BRACING. THE CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA. CONTRACTOR TO VERIFY THAT TRUSS DESIGN MATCHES ROOF PLAN PRIOR TO FABRICATION.

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12. WOOD A. ALL STRUCTURAL SHEATHING SHALL CONFORM TO THE DESIGN SPECIFICATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. APA PS 1. PLYWOOD SHALL HAVE A MINIMUM OF THREE CONTINUOUS SPANS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. ALL SHEATHING SHALL BE SPAN RATED FOR THE LOADS AND FRAMING SPACING AS INDICATED ON THE DRAWINGS. B. FLOOR SHEATHING: USE 23/32" PLYWOOD (MIN.) FOR FLOOR SHEATHING. FASTEN PLYWOOD TO FLOOR TRUSSES W/ #8 SCREWS AT 6" O.C. AND GLUE. C. ROOF SHEATHING: ROOF SHEATHING: USE 19/32" (5/8") CDX. OR ZIP OR OSB (MIN.) FOR ROOF SHEATHING. FASTEN TO ROOF FRAMING W/ 8d RING SHANK NAILS (ASTM F1667 RSRS-03) AT 4" O.C. AT ALL PANEL EDGE SUPPORTS AND 6" O.C. AT ALL INTERIOR SUPPORTS. REDUCE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ALL ROOF EDGES PER DIAGRAM SHOWN BELOW (ZONES 2 AND 3). IN EXPOSURE B AREAS CONTRACTOR PERMITTED TO SUBSTITUTE 15/32" (1/2") CDX OR 7/16" ZIP/OSB USING PLYWOOD SHEATHING CLIPS AND WITH OWNER'S APPROVAL. IN EXPOSURE B AREAS FASTENERS MAY BE INSTALLED AT 6" O.C. AT ALL LOCATIONS. ROOF SHEATHING SHALL NOT CANTILEVER MORE THAN 9" BEYOND A GABLE END WALL UNLESS SUPPORTED BY GABLE OVERHANG FRAMING. D. VERTICAL WALL SHEATHING (INC. GABLES, TRUSS HEELS ETC.): VERTICAL WALL SHEATHING (INC. GABLES, TRUSS HEELS ETC.): USE 15/32" CDX. OR 7/16" OSB/ZIP (MIN.) FOR WALL SHEATHING. FASTEN SHEATHING TO STUDS W/ 8d NAILS @ 6" O.C. AT ALL EDGE SUPPORTS AND 6" O.C. AT ALL INTERIOR SUPPORTS. (MIN. PENETRATION 1-1/2") E. WOOD GRADE SHALL BE REGULAR SOUTHERN PINE NO. 2, 19% MOISTURE CONTENT MAX., Fb = 1400psi MIN. 2x4 STUDS MAY BE SPRUCE, PINE OR FIR. F. ALL MANUFACTURED/GLULAM/POWERBEAM/LVL MEMBERS TO HAVE A MINIMUM BENDING STRESS OF Fb = 2250psi AND COMPLY WITH FBCR 802.1.2. AND COMPLY WITH FBCR 802.1.2. G. ALL DOUBLE BEAMS TO BE CONNECTED WITH 12d NAILS AT 16" O.C. STAGGERED, MIN. ALL TRIPLE AND QUADRUPLE BEAMS TO BE CONNECTED WITH " DIA. LAG SCREWS AT 16" O.C. ON BOTH FACES OF BEAM. WITH " DIA. LAG SCREWS AT 16" O.C. ON BOTH FACES OF BEAM. 316" DIA. LAG SCREWS AT 16" O.C. ON BOTH FACES OF BEAM. H. ALL SIMPSON CONNECTORS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INCLUDING NUMBER, LENGTH AND DIAMETER OF FASTENER. WHERE CONNECTOR HAS MULTIPLE OPTIONS FOR NUMBER OF NAIL HOLES TO BE FILLED, THE MAX. NUMBER OF NAIL HOLES SHOULD BE FILLED U.N.O. I. ALL WOOD IN CONTACT WITH THE GROUND AND THAT SUPPORTS PERMANENT ALL WOOD IN CONTACT WITH THE GROUND AND THAT SUPPORTS PERMANENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE APPROVED PRESERVATIVE TREATED WOOD (FBC R317.1.2.). FASTENERS IN CONTACT WITH PRESERVATIVE TREATED WOOD TO COMPLY WITH FBC R317.3.1. FBC R317.3.1. J. INTERIOR NON-LOAD BEARING STUD WALLS TO BE 2x4 STUDS SPACED AT 24" ON INTERIOR NON-LOAD BEARING STUD WALLS TO BE 2x4 STUDS SPACED AT 24" ON CENTER. 13. WIND LOADING:

AutoCAD SHX Text B. ALL FOUNDATIONS HAVE BEEN DESIGNED FOR A NET ALLOWABLE SOIL BEARING PRESSURE OF 2500 PSF. PER THE GEOTECHNICAL REPORT PREPARED BY ECS, (ECS PROJECT NUMBER 56:1575) AND DATED JUNE 27, 2022. ALL SOIL PREPARATION SHOULD BE BE PERFORMED IN ACCORDANCE WITH THESE RECOMMENDATIONS.

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AutoCAD SHX Text +24.4, -26.6

AutoCAD SHX Text +23.0, -25.0

AutoCAD SHX Text

AutoCAD SHX Text +21.8, -24.0

AutoCAD SHX Text

ZONE

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ROOF

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WALL

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TRIBUTARY AREA

AutoCAD SHX Text DESIGN WIND SPEED Vult = 140 MPH (Vasd = 108 MPH)

AutoCAD SHX Text

BUILDING RISK CATEGORY = II

AutoCAD SHX Text

WIND EXPOSURE CATEGORY = C

AutoCAD SHX Text

INTERNAL PRESSURE COEFF. (ASCE ENCLOSED BLDG) = %%P 0.18

AutoCAD SHX Text

COMPONENTS AND CLADDING

AutoCAD SHX Text

WIND PRESSURE SCHEDULE

AutoCAD SHX Text +12.1, -34.2

AutoCAD SHX Text +12.1, -40.2

AutoCAD SHX Text +12.1, -47.9

AutoCAD SHX Text +12.1, -53.8

AutoCAD SHX Text +12.1, -34.2

AutoCAD SHX Text +12.1, -46.0

AutoCAD SHX Text +12.1, -61.6

AutoCAD SHX Text +12.1, -73.3

AutoCAD SHX Text +25.7, -34.2

AutoCAD SHX Text +24.4, -31.9

AutoCAD SHX Text +23.0, -28.9

AutoCAD SHX Text +21.8, -26.6

AutoCAD SHX Text Vasd VALUES

AutoCAD SHX Text

ALL WINDOWS AND DOORS TO BE SELECTED FROM WALL PRESSURE

AutoCAD SHX Text

TABLES. ZONES 2, 3 & 5 WITHIN 4'-0" OF CORNERS/EDGES.

AutoCAD SHX Text S-1

AutoCAD SHX Text

STRUCTURAL GENERAL NOTES

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SCALE: N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text S-1

AutoCAD SHX Text All designs, plans, arrangements, and ideas represented or indicated by this drawing belong to and are the property of KMA Design Group, LLC and were created and developed for use on and in connection with the specified project. None of the designs, plans, arrangements, or ideas shall be used by or disclosed to any person, firm, or corporation for any purpose whatsoever whithout the written consent of KMA Design Group, LLC. Written dimensions shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions on the job and KMA Design Group, LLC must be notified of any variation from the dimensions and conditions shown by these drawings.

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AR 92267

AutoCAD SHX Text

AutoCAD SHX Text dsout Textbox 04/03/2023 dsout Textbox 100%

8"x8" MASONRY BOND

BEAM, FILL WITH SOLID

GROUT.

#5 CONT.

1'-0"

8" 8"

1x OR 2x P.T. SECURE TO BLOCK W/

1/4" TAPCONS (MIN. EMBEDMENT 1

4") WITHIN 8" OF EACH END & 12"

O.C. MAX SPACING

8" CMU

1"X4" OR 1"X2" P.T. NAILER

WINDOW ATTACH TO BUCK PER

MANUFACTURER DETAILS.

ALTERNATIVE MANUFACTURER

INSTALLATION THROUGH BUCKING

TO BLOCK ALSO ACCEPTABLE

DOOR CASING

2X4:

SECURE TO BLOCK W/ 1/4"

TAPCONS STAGGERED

(MIN. EMBEDMENT 1 14") WITHIN

8" OF EACH END & 12" O.C. MAX

SPACING.

2X6:

SECURE TO BLOCK W/

1/4" TAPCONS STAGGERED

(MIN. EMBEDMENT 1 14") WITHIN

8" OF EACH END & 12" O.C. MAX

SPACING.

DOOR JAMB ATTACH TO 2X

PER MANUFACTURERS

DETAILS.

DRYWALL PER ARCH

1"X4" OR 1"X2" P.T. NAILER

8" CMU

BLOCK WALL CONNECTIONA N.T.S.

WINDOW JAMB TO

BLOCK WALL CONNECTIONB N.T.S.

DOOR JAMB TO

2X8:

SECURE TO BLOCK W/

2 ROWS 1/4" TAPCONS MIN.

(EMBEDMENT 1 14") WITHIN 8"

OF EACH END & 12" O.C. MAX

SPACING.

SOLID GROUTED CELL

DRYWALL PER ARCH

Se m in ol e C ou nt y Fi re T ra in in g

C en te r

V al en tin e W ay Lo ng w oo d, F L

MAK

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23-01002

MAK

Checked By:

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AutoCAD SHX Text P.T. 2x ANCHORED TO BLK. WALL W/ HILTI DRIVE PINS (.145 X 3") @ 24" O/C. OR 316"x3-1/4" TAPCONS @ 16" O.C. OR 12" DIA. x 8" ANCHOR BOLTS AT 2'-0" IF CELL IS SOLID.

AutoCAD SHX Text

1/2" GYP. BOARD ON WOOD STUDS

AutoCAD SHX Text 1/2" GYP BOARD ON 1x P.T. FURRING STRIPS W/ INSULATION PER ENERGY CALCS

AutoCAD SHX Text

CMU WALL

AutoCAD SHX Text

%%UBB1

AutoCAD SHX Text

TYPICAL CMU WALL CONSTRUCTION DETAIL

AutoCAD SHX Text

BOND BEAM REINFORCEMENT:

AutoCAD SHX Text LAP ALL HORIZ. BARS 30" MIN. USE ACI 90 DEG. BENDS AT ALL CORNERS. ALL PIERS, BOND BEAMS AND LINTELS SHALL BE FILLED SOLID WITH GROUT

AutoCAD SHX Text

BOND BEAM DETAILS

AutoCAD SHX Text

VERT. REINF. IN SOLID GROUTED CELL

AutoCAD SHX Text STANDARD ACI 90deg HOOK TIED TO FOOTING REINFORCING

AutoCAD SHX Text

FOOTING, SEE PLAN

AutoCAD SHX Text

FOOTING REINFORCING

AutoCAD SHX Text

BOND BEAM- SEE PLAN

AutoCAD SHX Text UNLESS STATED OTHERWISE ON THE PLANS: CLEANOUT REQUIRED FOR EVERY 10'-0" (MIN.) OF WALL.

AutoCAD SHX Text

CLEANOUT REQ'D. @ EVERY FILLED CELL.

AutoCAD SHX Text

PRE-CAST LINTEL, SEE PLAN

AutoCAD SHX Text

PROVIDE PRECAST SILL OR BOND BEAM

AutoCAD SHX Text

AT BOND BEAM STEP, LAP REINFORCING 25" MIN.

AutoCAD SHX Text

CONT. BARS PER BOND BEAM SCHEDULE

AutoCAD SHX Text

STD ACI 90 DEG HK BAR TO MATCH CONT BARS

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

CONT. BARS PER BOND BEAM SCHEDULE

AutoCAD SHX Text

CONT. BARS PER BOND BEAM SCHEDULE

AutoCAD SHX Text

CONT. BARS PER BOND BEAM SCHEDULE

AutoCAD SHX Text

BOND BEAM CORNER DETAILS

AutoCAD SHX Text UP TO 4" DIA. SLEEVE PIPE LOCATED AT CENTER MAY BE ACCOMODATED IN 12" DEEP FOUNDATION. (4" FROM BOTTOM). UP TO 6" DIA. SLEEVE PIPE LOCATED AT CENTER MAY BE ACCOMODATED IN 16" DEEP FOUNDATION. (4" FROM BOTTOM). FOR LARGER PIPES/ ALTERNATE PIPE ELEVATIONS SEE BELOW.

AutoCAD SHX Text PROVIDE 2 (#5) x 3'-0" REINFORCING AT TOP OF FOUNDATION ABOVE SLEEVE LOCATION.

AutoCAD SHX Text PROVIDE 2 (#5) x 3'-0" REINFORCING ABOVE PIPE LOCATION 2" CLEARANCE.

AutoCAD SHX Text

STEP FOUNDATION AND REINFORCEMENT AROUND SLEEVED PIPE.

AutoCAD SHX Text

SLEEVED FOUNDATION DETAIL

AutoCAD SHX Text IF SLEEVE IS LOCATED WITHIN STEM WALL. LOCATE AT NON-FILLED CELL LOCATION BUT GROUT AROUND SLEEVE.

AutoCAD SHX Text S-2

AutoCAD SHX Text

FRAME TO CMU DET.

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text S-2

AutoCAD SHX Text

TYPICAL CMU WALL CONSTRUCTION

AutoCAD SHX Text

SCALE: N.T.S.

AutoCAD SHX Text

AutoCAD SHX Text S-2

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JAMB/BUCK DETAILS

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SCALE: N.T.S.

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AR 92267

AutoCAD SHX Text

AutoCAD SHX Text dsout Textbox 04/03/2023 dsout in ol e C ou nt y Fi re T ra in in g

C en te r

V al en tin e W ay Lo ng w oo d, F L

MAK

02/24/2023

23-01002

MAK

Checked By:

Date:

Project No.:

Drawn By:

REVISIONS:

vo ic e

w w w

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ne t

90% Construction Docs

Sh o w er

B ui ld in g A dd it io n

M ar k A

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A R

AutoCAD SHX Text

TE1.5

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TE1.5

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TE1.5

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TE1

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TE1.5

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TE1.5

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FOUNDATION SCHEDULE

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REINFORCEMENT

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MARK

AutoCAD SHX Text W x L

AutoCAD SHX Text

DEPTH

AutoCAD SHX Text

T.O. FTG. EL.

AutoCAD SHX Text

2- #5 CONT. BOT.

AutoCAD SHX Text 1'-4" x CONT.

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

TE1.5

AutoCAD SHX Text

1- #5 CONT. BOT.

AutoCAD SHX Text

TE1

AutoCAD SHX Text 0'-8" x CONT.

AutoCAD SHX Text 0'-8"

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

2- #5 CONT. BOT.

AutoCAD SHX Text 1'-4" x CONT.

AutoCAD SHX Text

T.O. SLAB

AutoCAD SHX Text

TF1.5

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text NOTES SEE GENERAL NOTES FOR CONCRETE SLAB CRITERIA PROVIDE SAWCUT CONTROL JOINTS IN FLOOR SLAB AT 12'-0" (SUGGESTED), COORD. WITH OWNER FOR FLOOR FINISHES. SEE GENERAL STRUCT. NOTES SHEET. CONTRACTOR SHALL COORDINATE EXACT PLUMBING FIXTURE LOCATIONS. ALL INTERIOR FOOTINGS TO EXTEND 8" MIN. PAST END OF BEARING WALL U.N.O. PROVIDE BOND BEAM BB1 OR PRECAST CONCRETE SILL BELOW ALL MASONRY WINDOW OPENINGS. ALL MASONRY WINDOW OPENINGS. MASONRY WINDOW OPENINGS. PROVIDE BOND BEAM BB1 AT TOP OF ALL CMU WALLS, SEE DETAILS SHEET. 8" CMU WALL WITH #5 REINFORCING IN CENTER OF SOLID GROUTED CELLS AS SHOWN, AT 4'-0" O.C. MAX. AND AT ALL CORNERS AND JAMBS.

AutoCAD SHX Text

AutoCAD SHX Text 4- #5s EACH WAY, BOT.

AutoCAD SHX Text F3

AutoCAD SHX Text 2'-8"x2'-8"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

-1'-4" MIN.

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

AutoCAD SHX Text S-3

AutoCAD SHX Text

SIM.

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TE1.5

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TE1.5

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TF1.5

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TF1.5

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TF1.5

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TF1.5

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TF1.5

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TF1.5

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TE1.5

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TE1.5

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TYP.

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SIM.

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TYP.

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SIM.

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TYP.

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TYP.

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AutoCAD SHX Text

TYP.

AutoCAD SHX Text

AutoCAD SHX Text S-3

AutoCAD SHX Text

THICKENED SLAB FTG (INT. WALL)

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

AutoCAD SHX Text S-3

AutoCAD SHX Text MISSED OR MISPLACED ANCHOR BOLTS MAY BE SUBSTITUTED WITH 12" WEDGE ANCHORS OR " 12" THREADED ROD IN SIMPSON SET OR HP-ET EPOXY (EMBED 4" MIN.)

AutoCAD SHX Text 2x P.T. SILL PLATE WITH 1/2" DIA. J BOLTS AT 32" O.C. AND WITHIN 8" OF ALL CORNERS, JAMBS AND END OF WOOD SECTION.

AutoCAD SHX Text

#5 REINF. CONTINUOUS, BOTTOM. SEE PLAN FOR QUANTITY

AutoCAD SHX Text

AT GARAGE/STEP DOWN BEARING WALL

AutoCAD SHX Text

TOP OF SLAB

AutoCAD SHX Text

TOP OF SLAB

AutoCAD SHX Text

TOP OF SLAB

AutoCAD SHX Text

#5 CONT.

AutoCAD SHX Text

THICKENED EDGE FTG DETAIL

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

AutoCAD SHX Text S-3

AutoCAD SHX Text

3" COVER TYP.

AutoCAD SHX Text

TOP OF SLAB

AutoCAD SHX Text

STANDARD ACI 90 DEG. HOOKED BAR, DIA. TO MATCH WALL REINF.

AutoCAD SHX Text

EQUAL

AutoCAD SHX Text

PROVIDE CLEANOUT AT EACH GROUTED CELL

AutoCAD SHX Text

#5 REINF. CONTINUOUS, BOTTOM. SEE PLAN FOR QUANTITY

AutoCAD SHX Text

PROVIDE LAP SPLICE ACCORDING TO STRUCT. NOTES

AutoCAD SHX Text

VERT. REINF. IN SOLID GROUTED CELL. REFER TO PLAN FOR SIZE AND SPACING

AutoCAD SHX Text

GRADE 8" BELOW INTERIOR FINISHED FLOOR

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TOP OF SLAB

AutoCAD SHX Text

#5 CONT.

AutoCAD SHX Text

SLAB THICKENED EDGE

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SCALE: NTS

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THICKENED SLAB FTG (INT. WALL)

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SCALE: NTS

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AutoCAD SHX Text

#5 PERIMETER BAR

AutoCAD SHX Text

STANDARD ACI 90 DEG. HOOKED BAR, DIA. TO MATCH J-BOLTS AT 32" OC

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AutoCAD SHX Text

FOUNDATION PLAN

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

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AR 92267

AutoCAD SHX Text

AutoCAD SHX Text dsout Textbox 04/03/2023 dsout in ol e C ou nt y Fi re T ra in in g

C en te r

V al en tin e W ay Lo ng w oo d, F L

MAK

02/24/2023

23-01002

MAK

Checked By:

Date:

Project No.:

Drawn By:

REVISIONS:

vo ic e

w w w

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ne t

90% Construction Docs

Sh o w er

B ui ld in g A dd it io n

M ar k A

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A R

AutoCAD SHX Text

D-5DR

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D-5DR

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D-5DR

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D-5DR

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D-5DE

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D-5DE

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D-5DE

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D-5DE

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D-8DR

AutoCAD SHX Text NOTES PROVIDE BOND BEAM AT TOP OF ALL WALLS WITH (1)#5, U.N.O., SEE TYPICAL CMU WALL DETAILS SEE LINTEL TABLES ON THIS SHEET. TABLES SHOWN ARE "QUALITY PRECAST", LOTT'S PRECAST AND CAST-CRETE LINTELS ARE ALSO ACCEPTABLE. ADDITIONAL ALTERNATIVE LINTEL MANUFACTURERS MAY ALSO BE USED PROVIDED LOAD TABLES MEET OR EXCEED VALUES PROVIDED ON THESE PLANS. SPECIFIED LINTEL DEPTH IS THE MINIMUM ACCEPTABLE. ANY EXTRA COURSES OF BLOCK ABOVE LINTEL ARE ACCEPTABLE AS LONG AS ALL COURSES ABOVE PRECAST LINTEL ARE FILLED WITH GROUT. ALL DOORWAY LINTELS (NOT SLIDING GLASS DOORS) ARE CALLED OUT ON LINTEL PLAN WITH 2" RECESSED LINTELS (DE, DR AND DX). CONTRACTOR RESPONSIBILITY TO VERIFY WITH DOOR MANUFACTURER FOR ACTUAL DOORWAY HEAD HEIGHT REQUIREMENTS PRIOR TO BEGINNING WORK. CONTRACTOR TO VERIFY ALL ROUGH OPENING ALL ROUGH OPENING ROUGH OPENING DIMENSION REQUIREMENTS WITH DOOR/WINDOW MANUFACTURER PRIOR TO BEGINNING WORK.

AutoCAD SHX Text

TC1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TC1

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

TC2

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

FRAMING CONNECTOR SCHEDULE

AutoCAD SHX Text

CALLOUT

AutoCAD SHX Text

CONNECTOR

AutoCAD SHX Text

ALLOWABLE UPLIFT LOAD

AutoCAD SHX Text

TC1

AutoCAD SHX Text

META16

AutoCAD SHX Text

1450 LB

AutoCAD SHX Text

TC7

AutoCAD SHX Text

MGT

AutoCAD SHX Text

3965 LB

AutoCAD SHX Text

TC3

AutoCAD SHX Text

TC4

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1000 LB

AutoCAD SHX Text

MTS12

AutoCAD SHX Text

TC5

AutoCAD SHX Text

600 LB

AutoCAD SHX Text H2.5A

AutoCAD SHX Text

TC2

AutoCAD SHX Text

META16 @ 4'-0" O.C.

AutoCAD SHX Text

1450 LB

AutoCAD SHX Text

LSTA16 @ 4'-0" O.C.

AutoCAD SHX Text

1110 LB

AutoCAD SHX Text

TC6

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VCT-R

AutoCAD SHX Text

370 LB

AutoCAD SHX Text

TC8

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HTS20

AutoCAD SHX Text

1320 LB

AutoCAD SHX Text META16 CONNECTORS MAY BE REPLACED WITH HETA16 (1810 LB). ANY MISSING META16s MAY BE REPLACED WITH HTSM16s. ALL FRAMING TO CMU WALL CONNECTIONS, META16 (TC1) U.N.O. ALL FRAMING TO WOOD FRAME WALL CONNECTIONS, MTS12 (TC3) U.N.O.

AutoCAD SHX Text

TC9

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HTT4

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4235 LB

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TC10

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HTT5

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5090 LB

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TC11

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(2)META16

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1 PLY 1985 LB, 2PLY+ 1900 LB

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TC12

AutoCAD SHX Text

TC13

AutoCAD SHX Text

(2)HETA16

AutoCAD SHX Text

1 PLY 2035 LB, 2PLY+ 2500 LB

AutoCAD SHX Text

DETAL20

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1 PLY ONLY 2480 LB

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TC15

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1375 LB

AutoCAD SHX Text

MSTAM24

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TC14

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1110 LB

AutoCAD SHX Text

HTSM16

AutoCAD SHX Text NOTES: : TOP OF WALL ELEVATION/TRUSS BEARING ELEVATION, SEE ELEVATION SHEETS SEE GENERAL STRUCTURAL NOTES FOR ROOF SHEATHING.

AutoCAD SHX Text

AutoCAD SHX Text 2x10 @ 24" O.C.

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AutoCAD SHX Text 2x8 WOOD STUD BLOCKING AT 16" O.C. HEIGHT VARIES FOR RAKED WALL

AutoCAD SHX Text FINISH, SEE ELEVATIONS AND TYPICAL SECTIONS) OVER PLYWOOD SHEATHING (SEE GENERAL STRUCT. NOTES)

AutoCAD SHX Text

SEE DETAILS FOR INTERFACE BETWEEN WOOD AND CMU BLOCK WALLS

AutoCAD SHX Text PROVIDE PT 2x8 SILL PLATE CONNECT TO TOP OF WALL WITH 1/2" DIA. x 8" ANCHOR BOLTS AT 32" O.C. OR A36 THREADED ROD EMBED 5" MIN. IN BOND BEAM WITH EPOXY.

AutoCAD SHX Text

BOND BEAM PER PLANS

AutoCAD SHX Text

DOUBLE 2X8 TOP PLATE

AutoCAD SHX Text

SP8 EACH STUD

AutoCAD SHX Text

RAKED WOOD INFILL WALL

AutoCAD SHX Text

BOND BEAM, (1) #5 REINFORCING IN SOLID GROUT, U.N.O.

AutoCAD SHX Text

1/2" GYPBOARD ON 3/4" P.T. FURRING. SEE ENERGY CALCS FOR INSULATION

AutoCAD SHX Text

8" CMU WALL, SEE PLANS FOR #5 REINFORCING SPACING

AutoCAD SHX Text

SEE ELEV.

AutoCAD SHX Text

FASCIA

AutoCAD SHX Text

DRIP EDGE

AutoCAD SHX Text 2x10 RAFTERS SEE FRAMING PLAN

AutoCAD SHX Text

PRECAST LINTEL, SEE LINTEL PLAN

AutoCAD SHX Text

ROOF SHEATHING SEE GENERAL STRUCTURAL NOTES

AutoCAD SHX Text

EMBEDDED UPLIFT STRAP META16, U.NO., SEE FRAMING PLAN

AutoCAD SHX Text

SEE FOUNDATION PLAN FOR SIZE AND REINFORCING

AutoCAD SHX Text

4" CONC. SLAB, SEE PLAN SHEETS

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text S-4

AutoCAD SHX Text

LINTEL PLAN

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

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AR 92267

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FRAMING PLAN

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EXTERIOR WALL SECTION

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Demolition Plan

AD101

Se m in ol e C ou nt y Fi re T ra in in g

C en te r

V al en tin e W ay Lo ng w oo d, F L

MAK

04/03/2023

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ARCHITECTURAL GENERAL NOTES

ARCHITECTURAL KEY NOTES

004 008

003 007

002 006

001 005

S1S1

CEILING LEGEND

Partial Site Plan, Floor Plan

A101 & Reflected Ceiling Plan

Se m in ol e C ou nt y Fi re T ra in in g

C en te r

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MAK

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001 002 003 004

008 007 006 005

004 008

S1 S1

T10

T4 T2

T11

T10

T4T2

T11

T6 T6

T3 T3

T9T8T7 T9T8T7

A B C D

T3T4

T11 T6

T11

T7 T8 T9T7 T8 T9T7 T8 T9

T10 T10 T5

Enlarged Floor Plan, Int.

A201 Elevations, Elevations & Sections

Se m in ol e C ou nt y Fi re T ra in in g

C en te r

V al en tin e W ay Lo ng w oo d, F L

MAK

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MECHANICAL

SHOWER

Door Schedule & Details

A301

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LIGHTING FIXTURES

-SINGLE RECEPTACLE

-JUNCTION BOX

-DUPLEX RECEPTACLE

-DISCONNECT SWITCH

-DOOR BELL PUSH BUTTON

-EQUIPMENT CONNECTION

-SPECIAL PURPOSE RECEPTACLE

-DOUBLE DUPLEX (QUAD) RECEPTACLE

-MOTOR STARTER

-SHUNT TRIP

-PHOTOCELL

-DOOR BELL

-TIMECLOCK

-TRANSFORMER

-DUPLEX RECEPTACLE, GROUND FAULT, ABOVE COUNTER

-DUPLEX RECEPTACLE, GROUND FAULT

-SINGLE 250V, NON-LOCKING TYPE RECEPTACLE

-ABOVE COUNTER DUPLEX RECEPTACLE

-DUPLEX RECEPTACLE, HALF SWITCHED

-MOTOR

-120/208V PANELBOARD, SURFACE MOUNT

-277/480V PANELBOARD, SURFACE MOUNT

-POWER/DATA POLE

-PULL BOX

-CEILING MOUNTED RECEPTACLE

-RECESSED FLOOR RECEPTACLE

-FLOOR MOUNTED JUNCTION BOX

-120/208V PANELBOARD, RECESSED

-277/480V PANELBOARD, RECESSED

-FEEDER OR BRANCH CIRCUIT CONCEALED IN WALL,

CEILING OR FLOOR

-STARTER/DISCONNECT SWITCH

-GENERATOR

-CLOCK

-LOCKBOX

-DUPLEX RECEPTACLE, GROUND FAULT

WITH CAST ALUMINUM WEATHERPROOF "IN USE"

COVER

-DUPLEX RECEPTACLE, GROUND FAULT

LOCATE WITHIN ELECTRIC WATER COOLER PER MANUFACTURER'S

INSTRUCTIONS

-BLACK DUPLEX RECEPTACLE FOR COMPUTER WORKSTATION

-DUPLEX RECEPTACLE FOR TV LOCATED AT 18"AFF, LOCATE IN

COMMON BOX WITH CCTV

-DUPLEX RECEPTACLE FOR TV LOCATED AT 84" AFF, UNLESS NOTED

OTHERWISE

-GROUND BUS BAR

-5/8"Ø X 30'L GROUND ROD WITH TEST INSPECTION WELL

-PIR-WALL SWITCH DECORATOR MOTION SENSOR, 120/277 VAC,

800/1200W, WATTSTOPPER PW-100 OR EQUAL

-DUAL ULTRASONIC/PIR-WALL SWITCH DECORATOR MOTION SENSOR,

120/277VAC, 800/1200W, WATTSTOPPER DW-100 OR EQUAL

-*DUAL ULTRASONIC/PIR-CEILING MOUNT SENSOR, 24 VDC/VAC, 35mA, WATTSTOPPER DT-305 OR EQUAL

-*DUAL ULTRASONIC/PIR-WALL MOUNT SENSOR, 24 VAC/VDC, 35mA, WATTSTOPPER DT-205 OR EQUAL

-POWER PACK 120/277 VAC; 20 AMPS, 225mA SECONDARY, WATTSTOPPER BZ-150 OR EQUAL

-*PIR-WALL MOUNT SENSOR, LOW TEMP, 24 VDC/AC, 20mA, WATTSTOPPER CB-100 OR EQUAL

-*PIR-CEILING MOUNT SENSOR 24 VDC/VAC, 11mA, WATTSTOPPER

CI-205 OR EQUAL

-QUAD RECEPTACLE, GROUND FAULT

WITH CAST ALUMINUM WEATHERPROOF "IN USE"

COVER

-TRACK FIXTURE

-CEILING MOUNTED RECESSED, DOWN LIGHT

-EMERGENCY LIGHT FIXTURE

-2'x4' FLUORESCENT FIXTURE

-1'x4' FLUORESCENT FIXTURE

-2'x2' FLUORESCENT FIXTURE

-SURFACE MOUNTED LIGHTING FIXTURE

-2'x4' FLUORESCENT FIXTURE, BATTERY/EMERGENCY

-2'x2' FLUORESCENT FIXTURE, BATTERY/EMERGENCY

-1'x4' FLUORESCENT FIXTURE, BATTERY/EMERGENCY

-FLOOD LIGHT FIXTURE

-BOLLARD OR PENDANT LIGHT FIXTURE

POWER DISTRIBUTION

LIGHTING CONTROL DEVICES

1R1-1,3,5

1M1-1:3:5

1R1-1

1M1-1:3

1R1-1,3

-4' WALL MOUNT FLUORESCENT LUMINAIRE

-4' WALL MOUNT FLUORESCENT LUMINAIRE, EMERGENCY

-CEILING MOUNTED RECESSED, EMERGENCY DOWN LIGHT

-BOLLARD OR PENDANT LUMINAIRE, EMERGENCY

-WALL MOUNTED SCONCE FIXTURE, BATTERY/EMERGENCY

-POLE MOUNTED LUMINAIRE

-SINGLE POLE MOUNT LUMINAIRE, RECTANGLES INDICATE

NUMBER OF FIXTURES

-HOMERUN CONSISTING OF ONE SINGLE-PHASE, 1-POLE CIRCUIT: (2)

12 AWG + (1) 12 AWG GND IN 3/4" CONDUIT, UNLESS OTHERWISE

NOTED. PANELBOARD AND CIRCUIT DESIGNATION ARE INDICATED.

-HOMERUN CONSISTING OF THREE SINGLE-PHASE CIRCUITS: (4) 12

AWG + (1) 12 AWG GND IN 3/4" CONDUIT, UNLESS OTHERWISE NOTED.

PANELBOARD AND CIRCUIT DESIGNATIONS ARE INDICATED.

-HOMERUN CONSISTING OF ONE THREE-PHASE CIRCUITS: (3) 12 AWG

+ (1) 12 AWG GND IN 3/4" CONDUIT, UNLESS OTHERWISE NOTED.

PANELBOARD AND CIRCUIT DESIGNATIONS ARE INDICATED.

-HOMERUN CONSISTING OF ONE SINGLE-PHASE, 2-P0LE CIRCUIT: (2)

12 AWG + (1) 12 AWG GND IN 3/4" CONDUIT, UNLESS OTHERWISE

NOTED. PANELBOARD AND CIRCUIT DESIGNATIONS ARE INDICATED.

-HOMERUN CONSISTING OF TWO SINGLE-PHASE CIRCUITS: (3) 12 AWG

+ (1) 12 AWG GND IN 3/4" CONDUIT, UNLESS OTHERWISE NOTED.

PANELBOARD AND CIRCUIT DESIGNATION ARE INDICATED.

EWC

-CEILING MOUNTED RECESSED, WALL WASHER (ARROW

INDICATES DIRECTION OF WASH)

-SINGLE FACE EXIT LIGHT FIXTURE, ARROW INDICATES

DIRECTION OF EGRESS

-DOUBLE FACE EXIT LIGHT FIXTURE, ARROW INDICATES

DIRECTION OF EGRESS

-POLE MOUNTED SITE LIGHTING FIXTURE, RECTANGLES

INDICATE NUMBER OF FIXTURES

-QUAD RECEPTACLE, GROUND FAULT

SPD -SURGE PROTECTION DEVICE, SEE SPECIFICATIONS

C -*ULTRASONIC-CEILING CORRIDOR MOTION SENSOR, 24 VDC/VAC,

40mA, WATTSTOPPER WT-2250 OR EQUAL

-SWITCH LEG a FOR CONTROL OF THE INBOARD LAMP IN NORMAL AND

EMERGENCY POWERED LUMINAIRE

-SWITCH LEG b FOR CONTROL OF THE OUTBOARD LAMP IN NORMAL

AND EMERGENCY POWERED LUMINAIRE

-SWITCH, KEYSWITCH

-SWITCH

-SWITCH, 2 POLE

-SWITCH, 3-WAY

-SWITCH, 4-WAY

-SWITCH - PILOT LIGHT

M -MOTOR RATED SWITCH

-SWITCH, 3-WAY, LEG a FOR CONTROL OF THE INBOARD LAMP IN

NORMAL AND EMERGENCY POWERED LUMINAIRE

-SWITCH, 3-WAY, LEG b FOR CONTROL OF THE OUTBOARD LAMP IN

NORMAL AND EMERGENCY POWERED LUMINAIRE

-SWITCH, KEYSWITCH, 3-WAY

SWITCHES

-SWITCH - LINE VOLTAGE TIMER, 120/277 VAC. WATTSTOPPER TS-400

OR EQUAL

-DUAL ULTRASONIC/PIR-DUAL RELAY WALL SWITCH DECORATOR

MOTION SENSOR, 120/277VAC, 800/1200W, WATTSTOPPER DW-200 OR

EQUAL

-DUAL ULTRASONIC/PIR-MULTI-WAY WALL SWITCH DECORATOR

MOTION SENSOR, 120/277VAC, 800/1200W, WATTSTOPPER DW-103 OR

EQUAL

-SWITCH, EXPLOSION PROOF

-BLACK QUAD RECEPTACLE FOR COMPUTER WORKSTATION

-4' FLUORESCENT STRIP FIXTURE

-4' FLUORESCENT STRIP FIXTURE, BATTERY/EMERGENCY

-4' FLUORESCENT STRIP FIXTURE, WALL MOUNTED

-4' FLUORESCENT STRIP FIXTURE, WALL MOUNTED,

BATTERY/EMERGENCY

EXP

-ELECTRIC STRIKE

ELECTRICAL SYMBOLS LEGEND

-*FOR LOW VOLTAGE OCCUPANCY SENSORS, PROVIDE POWER

PACK(S) 120/277 VAC; 20 AMPS, 225mA SECONDARY AS NEEDED FOR

ZONE/AREA CONTROL, WATTSTOPPER BZ-150 OR EQUAL.

POWER DEVICES ABBREVIATIONS

-AMPERES

-ABOVE FINISHED FLOOR

-ABOVE FINISHED GRADE

-BELOW FINISHED GRADE

-ELECTRIC UNIT HEATER

-ELECTRIC WATER COOLER

-ELECTRIC WATER HEATER

-ELECTRICAL METALLIC TUBING

-BELOW FINISHED CEILING

EWH

FLUOR

EXIST

EXH

EQUIP

EWC

EUH

EMT

-FLUORESCENT

-FIRE ALARM

-EXHAUST

-EXISTING

-EXHAUST FAN

-EQUIPMENT

CLG

DISC

DWG

CAB

CKT

BFG

-CEILING

-CENTERLINE

-DISCONNECT(ING)

-DRAWING(S)

-EACH

-COPPER

-CABINET

-CIRCUIT

-CONDUIT

AFG

BFC

AFF

FLA -FULL LOAD AMPERES

-ABOVE FINISHED CEILINGAFC

GFCI -GROUND FAULT CIRCUIT INTERRUPTER

-CURRENT TRANSFORMERSCT's

AIC -AMPERES INTERRUPTING CAPACITY

-AMERICAN WIRE GAUGEAWG

EXP -EXPLOSION PROOF

-AUDIO ENHANCEMENTAE

-ALUMINUMAL

ECB -ENCLOSED CIRCUIT BREAKER

-NATIONAL ELECTRICAL CODENEC

MTR

MTG

MTD

MISC

MIN -MINIMUM

-MISCELLANEOUS

-MOUNTED

-MOUNTING

-MOTOR

-HEATING, VENTILATING, & AIR CONDITIONING

-KILO-VOLTS-AMPERES

-KILO-WATT-HOURS

-MOTOR CONTROL CENTERMCC

MFR

MAX

LTG

kVA kWH kW kV

-METAL HALIDE

-LIGHTING

-MANUFACTURER

-MAXIMUM

-JUNCTION BOX

-KILO-VOLTS

-KILO-WATTS

HVAC

INC

HP -HORSEPOWER

-HIGH VOLTAGE

-INCANDESCENT

-KILO-VOLTS-AMPERES REACTIVEkVAR m -METER mm -MILLIMETER

MCB -MAIN CIRCUIT BREAKER

MCP -MOTOR CIRCUIT PROTECTOR

-HAND-OFF-AUTOMATIC

-HIGH INTENSITY DISCHARGE

-HIGH PRESSURE SODIUM

HID

HOA

HPS

GND

HGT

-GROUND

-HEIGHT

GFP -GROUND FAULT PROTECTION

MMS -MANUAL MOTOR STARTER SWITCH

-NOTIFICATION APPLIANCE CIRCUITNAC

-NIGHT LIGHT, UNSWITCHEDNL

-UNLESS OTHERWISE NOTED

XFMR

TEL

UON

-TRANSFORMER

-TELEPHONE

-VOLT-AMPERES

-WEATHER PROOF

-VOLTS

REC -RECEPTACLE

W -WATTS

TYP -TYPICAL

RGS -RIGID GALVANIZED STEEL

VFD -VARIABLE FREQUENCY DRIVE

SPD -SURGE PROTECTION DEVICE

-POLYVINYL CHLORIDEPVC

-PULL STATION INSIDEPSI

PNL -PANEL

MOUNTING 3" ABOVE COUNTER OR BACK SPLASH

1. DATA JACKS:

EACH RJ45 CAT6 JACK FOR DATA SHALL BE CONNECTED TO A DEDICATED

UTP 4 PR CAT6 CABLE

COMMUNICATIONS "INFORMATION OUTLET" MOUNTED. AT RECEPTACLE HEIGHT

UNLESS OTHERWISE NOTED. MODULE AND FACEPLATENX

X = MOUNTING (F)LUSH, (S)URFACE, (M)ODULAR FURNITURE ADAPTER (P)OLE,

(R)ACEWAY, (D)OUBLE GANG FLUSH, (PD) PEDESTAL

N = # OF DATA JACKS

WALL TELEPHONE OUTLET FOR HOUSE PHONE. MOUNTED AT 52" ABOVE

FINISHED FLOOR TO TOP.

SPECIAL NOTES:

3/4" PLYWOOD BACKBOARD, FIRE RETARDANT.

IDF - 2 POST RACK

WALL DATA OUTLET. SURFACE MOUNTED AT 48" ABOVE FINISHED FLOOR TO

TOP OF BACKBOX. X = # OF DATA JACKS

WIRELESS ACCESS POINT. PROVIDE CAT 6 CABLE HOMERUN TO IDF AND

TERMINATE WITH RJ45 JACK FLUSH CEILING MOUNTED, WITH 10' OF COILED

CABLE ABOVE CEILING.

WIRELESS ACCESS POINT WALL MOUNTED 10'-0" TO 12'-0" ABOVE FINISHED

FLOOR PROVIDE CAT 6 CABLE HOMERUN TO IDF AND TERMINATE TO RJ45 JACK

FLUSH ON WALL.

FLOOR BOX DATA OUTLET. DATA OUTLET INSTALLED IN FLOOR BOX WITH UTP

HOMERUN TO COMM ROOM. X = # OF DATA JACKS

WAP

W F1

PREMISE DISTRIBUTION SYSTEM

WAP

TELEVISION OUTLET, RG6 CABLE TO COMMUNICATIONS ROOM

-SWITCH, DIMMING 0-10VD

TO THE BEST KNOWLEDGE AND

UNDERSTANDING OF THE EOR, THESE

DRAWINGS AND SPECIFICATIONS HAVE ALL THE

INFORMATION REQUIRED BY FAC 61G15-33.005,

INCLUDING BUT NOT LIMITED TO:

1) COMMUNICATIONS SYSTEMS ARE

DESIGNED IN THE DRAWINGS AND

SPECIFICATIONS PER FBC SIXTH EDITION

AND OTHER CODES AND STANDARDS

LISTED IN SPECIFICATION SECTIONS 27 26

26 PART 1.1 AND 27 41 33 PART 1.5.

2) DRAWING AND SPECIFICATIONS CONTAIN:

a) SYSTEM RISERS (SHEET E601).

b) SYMBOL LEGEND (E001).

c) CABLING REQUIREMENTS (27 26 26 PART 2

AND 27 41 33 PART 1.3, 2.4)

d) DEVICE TYPE AND LOCATIONS (E203, E203A AND 27 26 26 PART 2, 27 41 33 PART

2.2).

e) BACKUP POWER SOURCES ARE OWNER

PROVIDED ON THIS PROJECT.

f) INSTALLATION, IDENTIFICATION, AND

TESTING REQUIREMENTS (27…

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