IFB26018DNRestroomArchitecturalMEPDrawings.pdf
PDF 13 MB Posted
- Attached to
- Aviation Fuel Facility
- Solicitation number
- IFB 26-018-DN
- Issued by
- Miami City, Florida
About this file
This document is a set of 100% Construction Documents for the Leesburg International Airport Fuel Farm Restroom Building project located at 8806 Airport Boulevard, Leesburg, FL 34788. The project is being undertaken by KMA Design Group, LLC as the prime consultant with AVCON, INC. Engineers & Planners serving as the engineering firm. The construction documents include architectural, structural, mechanical, plumbing, and electrical drawings and specifications prepared in accordance with the 2023 Florida Building Code (8th Edition) and applicable NFPA standards. The project involves construction of a utility building (Group U occupancy) with an approximate building area of 100 gross square feet, designed as Construction Type II-B non-sprinkled, unprotected construction. The building features 8-inch concrete masonry unit (CMU) walls, a concrete slab-on-grade foundation with spread footings, a metal deck roof with single-ply roofing system, and interior finishes including resinous epoxy flooring and painted walls. The project incorporates mechanical systems including exhaust fans for ventilation, HVAC controls, plumbing fixtures for restroom facilities, and electrical systems with emergency lighting, all designed to withstand wind loads up to 155 mph in accordance with Florida Building Code requirements.
The construction documents establish comprehensive technical specifications and installation requirements for all trades. The architectural drawings include floor plans, reflected ceiling plans, roof plans, exterior elevations, building sections, and detailed door and roof specifications. Structural drawings provide foundation schedules, footing details, CMU wall construction details, bond beam reinforcement specifications, and roof framing plans designed for an allowable soil bearing pressure of 2000 PSF. Mechanical specifications detail ductwork fabrication and installation per SMACNA standards, exhaust fan requirements, and system balancing per AABC guidelines. The general notes require the contractor to coordinate all work among trades, perform site verification before construction, submit samples for approval, maintain manufacturer clearances, provide testing and balancing reports, and deliver a one-year warranty on materials and workmanship with an additional four-year warranty on compressors. The contractor is responsible for all fees, permits, and coordination with Leesburg International Airport operations, with final acceptance contingent on completion of a punch list and delivery of manufacturer manuals and warranties to the end user.
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REVISIONS:
Date:
Project No.:
May 30, 2025
22-01002
SEAL
100% Construction Documents
AR 92267 CS
Leesburg International Airport Address:
8806 Airport Boulevard Leesburg, FL 34788
Leesburg International Airport Fuel Farm Restroom Building
100% Construction Documents May 30, 2025
PRIME CONSULTANT
voice 407.810.2606 www.kmadg.net
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ENGINEER(S) OF RECORD
MEP/FP ENGINEER:STRUCTURAL ENGINEER:
James L. Moore, AIA
AR 95890
KMA 22-01002
PR
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AR
Y
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. MICHIGAN ST., ORLANDO, FL 32822
OFFICE: (407) 599-1122
CCA NUMBER: 5057
www.avconinc.com
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CS COVER SHEETCOVER SHEET
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SHEET INDEX
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MECHANICAL
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ARCHITECTURAL
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A001 ARCHITECTURAL INFORMATIONARCHITECTURAL INFORMATION
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CITY COMMISSION
AutoCAD SHX Text District 5 Mayor: Jimmy Burry
AutoCAD SHX Text District 1 Commissioner: Allyson Berry
AutoCAD SHX Text District 2 Commissioner: Alan Reisman
AutoCAD SHX Text District 3 Mayor Pro-Term: Jay Connell
AutoCAD SHX Text District 4 Commissioner: Mike Pederson
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CITY MANAGER
AutoCAD SHX Text Al Minner
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AIRPORT MANAGER
AutoCAD SHX Text Tracey Dean
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A101 FLOOR PLAN, RCP AND ROOF PLANFLOOR PLAN, RCP AND ROOF PLAN
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M000 MECHANICAL LEGENDMECHANICAL LEGEND
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M201 FLOOR PLAN - MECHANICALFLOOR PLAN - MECHANICAL
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PLUMBING
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ELECTRICAL
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P000 PLUMBING LEGENDPLUMBING LEGEND
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P101 FLOOR PLAN - PLUMBINGFLOOR PLAN - PLUMBING
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E000 ELECTRICAL LEGENDELECTRICAL LEGEND
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E201 ELECTRICAL FLOOR PLANELECTRICAL FLOOR PLAN
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E001 ELECTRICAL SPECIFICATIONSELECTRICAL SPECIFICATIONS
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E301 RISER DIAGRAM AND DETAILSRISER DIAGRAM AND DETAILS
AutoCAD SHX Text A201 EXTERIOR ELEVATIONS AND BUILDING SECTIONSEXTERIOR ELEVATIONS AND BUILDING SECTIONS
AutoCAD SHX Text A301 DOOR SCHEDULE & DTLS AND BUILDING DTLS.DOOR SCHEDULE & DTLS AND BUILDING DTLS.
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STRUCTURAL
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S101 STRUCTURAL NOTES AND DETAILSSTRUCTURAL NOTES AND DETAILS
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S102 STRUCTURAL PLANSSTRUCTURAL PLANS
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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PROJECT LOCATION
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22-01002
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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: ROOF LIVE LOAD.....................................................20PSF C. 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, SEE ARCH PLANS EXTEND SLAB 1-1/2" INCHES AT DOOR OPENINGS, SEE ARCH PLANS
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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).
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10. WIND LOADING:
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(ROOF ANGLE 0 - 7 )
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PRESSURE
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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)
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BUILDING RISK CATEGORY = II
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WIND EXPOSURE CATEGORY = C
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INTERNAL PRESSURE COEFF. (ASCE ENCLOSED BLDG) = %%P 0.18
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COMPONENTS AND CLADDING
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WIND PRESSURE SCHEDULE
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ALL WINDOWS AND DOORS TO BE SELECTED FROM WALL PRESSURE
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TABLES. ZONES 2, 3 & 5 WITHIN 4'-0" OF CORNERS/EDGES.
AutoCAD SHX Text B. ALL FOUNDATIONS HAVE BEEN DESIGNED FOR AN ASSUMED NET ALLOWABLE SOIL BEARING PRESSURE OF 2000 PSF. THE ALLOWABLE SOIL BEARING PRESSURE SHALL BE FIELD VERIFIED BY A LICENSED GEOTECHNICAL ENGINEER AND APPROVED PRIOR TO PLACING FOUNDATIONS. SHOULD THE ACTUAL SOIL BEARING PRESSURE BE LESS THAN 2000 PSF, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD.
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8" CMU WALL, SEE PLANS FOR #5 REINFORCING SPACING
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SEE FOUNDATION PLAN FOR SIZE AND REINFORCING
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4" CONC. SLAB, SEE PLAN SHEETS
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FINISHED GRADE
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BOND BEAM BB3 AT TOP OF WALL
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STEEL DECK, SEE PLAN
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STRUCTURAL GENERAL NOTES
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SCALE: N.T.S.
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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.
AutoCAD SHX Text 618 SOUTH ST. SUITE 700 ORLANDO, FLORIDA 32801 PHONE: (407) 423-8398(407) 423-8398
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PHONE: (407) 421-4866
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ORLANDO, FL 32854
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DANIEL SOUTER, P.E.
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P.O. BOX 547774
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ENGINEERING
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AND DETAILS
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STRUCT. NOTES
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WALL SECTION
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SCALE: N.T.S.
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1'-0"
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24"x8" MASONRY BOND
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GROUT.
#5 CONT.
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DOOR CASING
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TYPICAL CMU WALL CONSTRUCTION DETAIL
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BOND BEAM REINFORCEMENT:
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BOND BEAM DETAILS
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VERT. REINF. IN SOLID GROUTED CELL
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FOOTING, SEE PLAN
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FOOTING REINFORCING
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BOND BEAM- SEE PLAN
AutoCAD SHX Text UNLESS STATED OTHERWISE ON THE PLANS: CLEANOUT REQUIRED FOR EVERY 10'-0" (MIN.) OF WALL.
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CLEANOUT REQ'D. @ EVERY FILLED CELL.
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PRE-CAST LINTEL, SEE PLAN
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PROVIDE PRECAST SILL OR BOND BEAM
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AT BOND BEAM STEP, LAP REINFORCING 25" MIN.
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CONT. BARS PER BOND BEAM SCHEDULE
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STD ACI 90 DEG HK BAR TO MATCH CONT BARS
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CONT. BARS PER BOND BEAM SCHEDULE
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CONT. BARS PER BOND BEAM SCHEDULE
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CONT. BARS PER BOND BEAM SCHEDULE
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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.
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STEP FOUNDATION AND REINFORCEMENT AROUND SLEEVED PIPE.
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SLEEVED FOUNDATION DETAIL
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D-5DE
AutoCAD SHX Text FOUNDATION AND LINTEL NOTES SEE GENERAL NOTES FOR CONCRETE SLAB CRITERIA CONTRACTOR SHALL COORDINATE EXACT PLUMBING FIXTURE LOCATIONS. PROVIDE BOND BEAM BB3 AT TOP CMU WALL 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, ADDITIONAL COURSES ABOVE LINTEL ACCEPTABLE. CONTRACTOR TO VERIFY ALL ROUGH OPENING ALL ROUGH OPENING ROUGH OPENING DIMENSION REQUIREMENTS WITH DOOR MANUFACTURER PRIOR TO BEGINNING WORK. 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.
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FOUNDATION SCHEDULE
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REINFORCEMENT
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MARK
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DEPTH
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T.O. FTG. EL.
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2- #5 CONT. BOT.
AutoCAD SHX Text 1'-4" x CONT.
AutoCAD SHX Text 1'-8"
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T.O. SLAB
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TE1.5
AutoCAD SHX Text ROOF DECK NOTES PROVIDE 3x3x1/4 x CONT. PERIMETER ANGLE, SEE CONNECT WITH " DIA. WEDGE ANCHORS AT 32" 12" DIA. WEDGE ANCHORS AT 32" O.C. AND WITHIN 8" OF ENDS, SEE ARCH PLAN FOR ROOF SLOPE. 3" 20ga VULCRAFT STEEL DECK (OR EQUAL) FASTEN TO PERIMETER ANGLE W/ #12 TEK SCREWS ONE PER FLUTE AND 8" O.C. FASTEN DECK SIDELAPS W/ #10 TEK SCREWS (8" O.C. MAX.) CONTRACTOR OPTION TO PUDDLE WELD TO STEEL WITH SAME PATTERN
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TYP.
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3" COVER TYP.
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TOP OF SLAB
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STANDARD ACI 90 DEG. HOOKED BAR, DIA. TO MATCH WALL REINF.
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EQUAL
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PROVIDE CLEANOUT AT EACH GROUTED CELL
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#5 REINF. CONTINUOUS, BOTTOM. SEE PLAN FOR QUANTITY
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PROVIDE LAP SPLICE ACCORDING TO STRUCT. NOTES
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VERT. REINF. IN SOLID GROUTED CELL. REFER TO PLAN FOR SIZE AND SPACING
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GRADE 8" BELOW INTERIOR FINISHED FLOOR
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TYPICAL CMU WALL CONSTRUCTION
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SCALE: N.T.S.
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JAMB/BUCK DETAILS
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SCALE: N.T.S.
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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.
AutoCAD SHX Text 618 SOUTH ST. SUITE 700 ORLANDO, FLORIDA 32801 PHONE: (407) 423-8398(407) 423-8398
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PHONE: (407) 421-4866
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ORLANDO, FL 32854
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DANIEL SOUTER, P.E.
AutoCAD SHX Text P.E.# 63901
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P.O. BOX 547774
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ENGINEERING
AutoCAD SHX Text C.A. #30556
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PLANS
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STRUCTURAL
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FOUNDATION/LINTEL PLAN
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SCALE: 1/4" = 1'-0"
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AutoCAD SHX Text S102
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FOUNDATION DETAIL
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SCALE: N.T.S.
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AutoCAD SHX Text S102
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ROOF FRAMING
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SCALE: 1/4" = 1'-0"
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AutoCAD SHX Text S102 dsout Placed Image dsout Rectangle dsout Rectangle dsout Placed Image dsout Placed Image
JLM
May 30, 2025
22-01002
JLM
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ARCHITECTURAL INFORMATION
AutoCAD SHX Text %%uKEY NOTE
AutoCAD SHX Text %%uFINISH TAG
AutoCAD SHX Text %%uEQUIPMENT TAG
AutoCAD SHX Text %%uDOOR NUMBER
AutoCAD SHX Text %%uCEILING TAG
AutoCAD SHX Text %%uREVISION
AutoCAD SHX Text %%uEXTERIOR ELEVATION
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DRAWING SCALE
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SHEET NUMBER
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DRAWING IDENTIFICATION NUMBER AND
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AutoCAD SHX Text %%uDRAWING TITLE
AutoCAD SHX Text 1/8" = 1'-0"
AutoCAD SHX Text %%uROOM NUMBER
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DRAWING TITLE
AutoCAD SHX Text 202A
AutoCAD SHX Text F-1
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PT
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VB
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CPT
AutoCAD SHX Text %%uINTERIOR ELEVATION
AutoCAD SHX Text %%uPLAN DETAIL
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AREA TO BE DETAILED
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INTERIOR ELEVATION KEY
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SHEET WHERE ELEVATION IS DRAWN
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text 1/A801
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ELEVATION LETTER
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OR ENLARGED
AutoCAD SHX Text 1/A201
AutoCAD SHX Text A601
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SHEET WHERE DETAIL IS DRAWN
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SHEET WHERE DETAIL IS DRAWN
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SHEET WHERE SECTION IS DRAWN
AutoCAD SHX Text %%uWALL OR BUILDING SECTION
AutoCAD SHX Text 1/A701
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DETAIL NUMBER
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SECTION NUMBER
AutoCAD SHX Text %%uSECTION DETAIL
AutoCAD SHX Text 1/A901
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DETAIL NUMBER
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FLOOR FINISH
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BASE FINISH
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WALL FINISH IF ALL WALLS THE SAME
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EXTERIOR ELEVATION NUMBER
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SHEET WHERE ELEVATION IS DRAWN
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REVISED AREA CLOUDED
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REVISION NUMBER
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CEILING HEIGHT FROM FLOOR
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CEILING TYPE
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VERTICAL
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VERIFY
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WATER CLOSET
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WROUGHT IRON
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WATER LEVEL
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WORKING POINT
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WATERPROOFING
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WP
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VERT
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WI
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WL
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WP
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WC
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WD
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VER
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WIDE
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WITH
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WOOD
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ELEC WATER COOLER
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EJ
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EXT
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EWC
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EXIST
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EQUIP
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EL
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ELEV
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EQ
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ELEC
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EA
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EXPANSION JOINT
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EXTERIOR
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ELECTRICAL
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ELEVATION
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EQUIPMENT
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EXISTING
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ELEVATOR
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EQUAL
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EACH
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TREAD
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TRAFFIC DECK COVERING
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TONGUE & GROOVE
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TEMPERED
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TOP OF CONCRETE
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TOP OF STEEL
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TOP OF WALL
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TOP OF PARAPET
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TELEPHONE
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UNDERWRITERS LABORATORY
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TEMP
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UL
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TOW
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TOC
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TOS
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TOP
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TJ
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TEL
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TOOLED JOINT
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TDC
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MULLION
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MULL
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MAINTENANCE
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MATERIAL
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MAXIMUM
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MACHINE BOLT
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MECHANICAL
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METAL
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MEZZANINE
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MANUFACTURER
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MISCELLANEOUS
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MASONRY OPENING
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MINIMUM
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MAT
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MISC
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MAINT
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MAX
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MECH
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MEZZ
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MO
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MIN
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MTL
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MFR
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MB
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THK
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THICK
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TOP OF CURB
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TOC
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TYP
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TYPICAL
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TOJ
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TOP OF JOIST
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TOM
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TOP OF MASONRY
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UNO
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UNLESS NOTED OTHERWISE
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VEST
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VESTIBULE
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WITHOUT
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YR
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YEAR
AutoCAD SHX Text %%uWINDOW/ LOUVER TYPE
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LETTER FOR WINDOW
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NUMBER FOR LOUVER
AutoCAD SHX Text 2-101
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AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text 9'-0"
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PT
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PT
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PT
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PT
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FINISHES VARY
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(DASHES IF WALL FINISHES VARY)
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WALL FINISH ON THIS WALL IF WALL
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2. ALL STUDS SHALL BE SPACED AT 16" O.C. UNLESS NOTED OTHERWISE. ALL FURRING CHANNELS SHALL BE SPACED AT 24" O.C. UNLESS NOTED OTHERWISE. 3. WHERE TWO LAYERS OF GYPSUM BOARD OCCUR IN A NON-RATED WALL ASSEMBLY, TAPE AND FINISH SECOND LAYER ONLY.
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4. PROVIDE CONSTRUCTION IN ACCORDANCE WITH THE UL DESIGN NUMBER INDICATED. 5. WHERE CHASE, PILASTER, AND COLUMN ENCLOSURES OCCUR, GYPSUM BOARD MAY BE OMITTED ON CONCEALED SIDE UNLESS REQUIRED FOR FIRE RATING.
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1. PROVIDE THROUGH-PENETRATION FIRESTOP SYSTEMS AND THROUGH-PENETRATION FIRESTOP DEVICES, SEALANTS AND RELATED PRODUCTS FOR FIRE-RATED FLOOR AND WALL PENETRATIONS (AND SEALING TOP OF RATED WALLS TO DECK). ALL RATED WALL PENETRATIONS SHALL MAINTAIN THE INTEGRITY OF THE WALL ASSEMBLY.
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ABBREVIATIONS
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CONCRETE MASONRY UNIT
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ABOVE FINISHED FLOOR
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BOARD
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BD
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CLO
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CLOSET
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CORR
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CSK
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COMP
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CONC
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CONN
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CONT
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CLR
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CMU
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COL
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CORRIDOR
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COUNTERSINK
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COLUMN
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COMPOSITION
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CONCRETE
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CONNECTION
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CONTINUOUS
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CLEAR
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CLG
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CEM
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CH
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BLDG
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BOC
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BOB
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BLK
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BM
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CENTER TO CENTER
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CEMENT
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CEILING
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CEILING HEIGHT
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BUILDING
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BOTTOM OF CURB
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BOTTOM OF BEAM
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BLOCK
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BEAM
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ALUM
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AFF
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ABBREV
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APPR
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AB
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ALUMINUM
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ARCHITECT/ENGINEER
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ANCHOR BOLTS
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ABBREVIATION(S)
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APPROVED
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ACOUS
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ACOUSTICAL
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AC
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AIR CONDITIONING
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AD
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ACCESS DOOR
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APPROX
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APPROXIMATELY
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BLKG
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BLOCKING
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BENCHMARK
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BM
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BOT
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BOTTOM
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BUR
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BUILT-UP ROOFING
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CJ
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CONTROL JOINT
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CL
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CENTERLINE
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CONST
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CONSTRUCTION
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CONTR
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CONTRACTOR
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CT
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CERAMIC TILE
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CUST
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CUSTODIAL
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DWG
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DO
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DR
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DS
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DIM
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DIR
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DN
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DF
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DIAG
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DIA
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DOOR OPENING
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DOWNSPOUT
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DRAWING
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DOOR
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DRINKING FOUNTAIN
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DIAMETER
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DIAGONAL
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DIMENSION
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DIRECTION
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DOWN
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DET
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DETAIL
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DBL
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DOUBLE
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DEG
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DEGREE
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LEVEL
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LEV
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LTG
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LTWT
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LIGHTING
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LIGHT WEIGHT
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LAV
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JAN
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INT
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INSUL
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ID
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LAVATORY
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JANITOR
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INTERIOR
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INSULATION
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INSIDE DIAMETER
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FIBER REINFORCED PLASTIC
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HORIZ
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HDWD
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HP
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HM
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HC
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GALV
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GYP
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GR
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GA
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HIGH POINT
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HOLLOW METAL
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HORIZONTAL
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HARDWOOD
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HOLLOW CORE
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GALVANIZED
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GYPSUM
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GRADE
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GAUGE
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FD
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FTG
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FH
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FS
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FSD
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FDN
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FOS
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FOW
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FRP
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FLR
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FO
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FOC
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FLOOR DRAIN
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FLOOR SINK
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FULL SIZE DETAIL
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FULL HEIGHT
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FOOTING
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FACE OF WALL
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FINISHED OPENINIG
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FACE OF CONCRETE
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FACE OF STUD
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FOUNDATION
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FLOOR
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FHC
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FIN
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FIRE HOSE CABINET
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FINISH
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FE
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FIRE EXTINGUISHER
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FEC
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FIRE EXTINGUISHER CABINET
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FT
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FOOT/FEET
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HIGH
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HDWE
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HARDWARE
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HT
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HEIGHT
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INFO
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INFORMATION
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POUND
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LB
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LF
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LINEAR FEET
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LVR
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LOUVER
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STANDARD
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SQUARE
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STRUCTURAL
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SUSPENDED
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SYMMETRICAL
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STRUCT
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SUSP
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SYM
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STD
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STL
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SQ
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STEEL
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SOLID CORE
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QUARRY TILE
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RADIUS
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ROOF DRAIN
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REFERENCE
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REINFORCED
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REQUIRED
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RESILIENT
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ROUGH OPENING
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SECTION
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SIMILAR
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SAW JOINT
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SPECIFICATIONS
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STAINLESS STEEL
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STATION
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REFLECTED
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SECT
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SJ
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SPECS
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SS
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STA
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SHT
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SIM
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SC
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RM
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RO
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SHEET
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ROOM
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REINF
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REQD
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REFL
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RES
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RD
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REF
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QT
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RISER
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OVERFLOW ROOF DRAIN
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NOT IN CONTRACT
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NUMBER
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NOT TO SCALE
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ON CENTER
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OWNER FURNISHED
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OPPOSITE HAND
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OPENING
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PLASTIC
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PLYWOOD
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PROJECTION
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OFFICE
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PORTLAND CEMENT
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PLATE
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PREPARATION
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OPPOSITE
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NON-RATED
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ORD
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OPN'G
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PLAS
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PLYWD
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PROJ
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PREP
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OPP
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PC
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PR
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PL
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OH
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PAIR
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NIC
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OF
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OFF
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OC
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NO
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NTS
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NR
AutoCAD SHX Text N
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NEW
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NOM
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NOMINAL
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OD
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OUTSIDE DIAMETER
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ORIG
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ORIGINAL
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PLAM
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PLASTIC LAMINATE
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PNT
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PAINT
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RL
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RAIN LEADER
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SCHED
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SCHEDULE
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SIMUL
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SIMULATED
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STOR
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STORAGE
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SYMBOLS
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ARCHITECTURAL GENERAL NOTES
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WALL TYPE NOTES
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AutoCAD SHX Text X1
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EXTENT OF WALL TYPE M
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EXTENT OF WALL TYPE M
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EXTENT OF WALL TYPE X2 (TO CORNER OR TAG)
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EXTENT OF WALL TYPE X1
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EXTENT OF WALL TYPE X3 (TO CORNER OR TAG)
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EXTENT OF WALL TYPE X2
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EXTENT OF WALL TYPE X
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WALL TYPE IDENTIFICATION SYSTEM
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WALL TYPES
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REMARKS
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WALL
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FIRE RATING
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DESCRIPTION
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DETAIL
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INDICATION
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TYPE
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WALL
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ON 1/8" SCALE
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FLOOR PLANS
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TYPE
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CATEGORY
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STUD
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2 HR.
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1 HR.
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SMOKE
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1. CONTRACTOR SHALL, BEFORE COMMENCING WORK, REVIEW ALL PLANS, NOTES, GENERAL CONDITIONS, AND SPECIFICATIONS AND VERIFY ALL GOVERNING DIMENSIONS ON THE JOB SITE. THE CONTRACTOR SHALL EXAMINE ALL ADJOINING AREAS OR AREA UPON WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDENT. ALL VARIANCES OR DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT PRIOR TO FABRICATION OR ERECTION OF WORK IN QUESTION. ANY VARIANCES OR DISCREPANCIES IN THE DOCUMENTS NOT REPORTED IMMEDIATELY TO THE ARCHITECT SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR. 2. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE ACCURACY OF HIS MEASUREMENTS AND TOTAL FINISH REQUIREMENTS TO BE FURNISHED. NO REQUESTS FOR MATERIALS OR INSTALLATION EXTRAS WILL BE CONSIDERED DUE TO MEASUREMENT OR TAKEOFF ERRORS BY CONTRACTOR. 3. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIALS TO EXECUTE ALL WORK AS SHOWN ON THESE DRAWINGS WITH THE EXCEPTION OF ITEMS OR AREAS MARKED "NOT IN CONTRACT", "N.I.C.", OR "BY OTHERS". 4. THE CONTRACTOR SHALL KEEP SUFFICIENT WORKERS ON THE JOB SITE AT ALL TIMES TO PERFORM THE WORK IN THE MOST EXPEDITIOUS MANNER CONSISTENT WITH GOOD WORKMANSHIP, SOUND BUSINESS PRACTICE AND THE BEST INTEREST OF THE END USER. 5. ALL FEES, TAXES, PERMITS, APPLICATIONS, CERTIFICATES OF INSPECTION AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 6. CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL WORK OR CHANGES FOR WHICH THEY EXPECT ADDITIONAL COMPENSATION WITHOUT WRITTEN AUTHORIZATION TO PERFORM SUCH WORK. 7. CONTRACTOR SHALL AT ALL TIMES KEEP THE PREMISES FREE OF ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS OF THE OPERATIONS OF ANY OTHER CONTRACTORS WITHIN THE AREA OF WORK. METHODS FOR SUCH REMOVAL MUST BE AGREEABLE TO THE OWNER. 8. GENERAL CONTRACTOR AND HIS VENDORS SHALL DETERMINE AVAILABILITY OF ALL FINISH MATERIALS, TRADES AND ITEMS SHOWN IN THESE DOCUMENTS. ANY DELIVERY THAT MAY CAUSE POTENTIAL PROBLEMS IN MEETING AGREED UPON CONSTRUCTION SCHEDULE SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR POSSIBLE REEVALUATION OF MATERIAL DESIGNATION. 9. PROVIDE ALL WOOD BLOCKING NECESSARY FOR THE ATTACHMENT OF MISCELLANEOUS EQUIPMENT INCLUDING BUT NOT LIMITED TO TOILET ACCESSORIES, TV BRACKETS, DOOR HARDWARE, ELECTRICAL DEVICES, EQUIPMENT, GRAB BARS, HANDRAILS, CASEWORK AND MILLWORK, AS APPLICABLE. 10. CONTRACTOR SHALL COMPLY WITH ALL THE RULES AND REGULATIONS OF THE AIRPORT AS TO HOURS OF AVAILABILITY OF ELEVATORS, LOADING DOCKS, ETC. FOR THE PURPOSE OF DELIVERY AND THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND DEBRIS, TO AVOID CONFLICT OR INTERFERENCE WITH NORMAL BUILDING OPERATIONS. 11. 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. 12. REPAIR ALL SURFACES DAMAGED BY NEW CONSTRUCTION TO MATCH EXISTING ADJACENT OR CONTIGUOUS FINISH. 13. ALL CUTTING AND PATCHING AS A RESULT OF NEW CONSTRUCTION SHALL BE PERFORMED IN A WORKMANLIKE MANNER, AND SHALL MATCH IN COLOR, SHAPE, SIZE AND TEXTURE ADJACENT AND/OR CONTIGUOUS FINISHED SURFACES.
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14. FIGURED DIMENSIONS TAKE PRECEDENCE OVER SCALED MEASUREMENTS. DO NOT SCALE DRAWINGS. 15. DETAILED DRAWINGS AND LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. 16. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TAKEN FROM FACE OF STUDS TO FACE OF STUDS, OR FACE OF FINISH GYP. BD. (CORRIDORS), TO FACE OF FINISH. 17. 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. 18. 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. 19. PLAN NORTH DIFFERS FROM ACTUAL NORTH. ACTUAL NORTH IS INDICATED ON PLAN SHEETS FOR REMAINDER OF DISCIPLINES UNO. ORDINAL DIRECTIONS ON NON-CIVIL PLAN DRAWINGS ARE IN REFERENCE TO PLAN NORTH UNO. 20. IF THE CONTRACTOR ENCOUNTERS ANY UNFORESEEN CONDITION, THE ARCHITECT MUST BE MADE AWARE FOR A POSSIBLE CHANGE IN DESIGN. 21. THE CONTRACTOR SHALL REVIEW THE ARCHITECTURAL, STRUCTURE, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR LOCATION AND DIMENSIONS OF CHASE, INSERTS, OPENINGS, SLEEVES, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS. ALL DISCREPANCIES AND OMISSIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. 22. THESE DRAWINGS WERE DESIGNED FOR THE USE BY AN EXPERIENCED AND QUALIFIED GENERAL CONTRACTOR AND INTERPRETATION OF THE PLANS BY A LAY PERSON IS NOT RECOMMENDED OR AUTHORIZED BY THE ARCHITECT. 23. CONTRACTOR SHALL SUBMIT SAMPLES TO THE ARCHITECT AND TENANT FOR REVIEW OF ALL MATERIALS TOGETHER WITH FINISHES AND INTENDED USE IN THE WORK PRIOR TO COMMENCEMENT OF WORK. 24. WHEN THE JOB IS SUBSTANTIALLY COMPLETE, THE GENERAL CONTRACTOR SHALL PREPARE A PUNCH LIST OF ITEMS TO BE COMPLETED OR CORRECTED AND SUBMIT THIS LIST TO THE ARCHITECT AND TO THE END USER. FAILURE TO INCLUDE ANY ITEMS ON THIS LIST DOES NOT ALTER THE RESPONSIBILITY OF THE CONTRACTOR TO COMPLETE THE WORK IN ACCORDANCE WITH THESE DOCUMENTS. 25. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE END USER (IN WRITING) ALL MANUFACTURER'S MANUALS, WARRANTIES, AND RECOMMENDED MAINTENANCE PROCEDURES/SCHEDULES FOR ALL EQUIPMENT AND FINISHES INSTALLED. 26. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE GOVERNMENTAL AGENCY HAVING JURISDICTION AND SHALL CONFORM TO ALL LIFE SAFETY AND SANITARY LAWS, CITY, COUNTY, STATE, AND/OR FEDERAL ORDINANCES WHICH APPLY. 27. THE MANUFACTURER'S STANDARD DETAILS OR APPROVED SHOP DRAWINGS / DATA SHEETS, IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, SHALL APPLY UNLESS OTHERWISE DETAILED IN CONSTRUCTION DOCUMENTS.
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CODES AND STANDARDS
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AutoCAD SHX Text 8" CMU - PAINTED ON BOTH INTERIOR AND EXTERIOR. COLOR SHALL BE SELECTED BY THE OWNER
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JURISDICTION/ BUILDING AUTHORITY:
AutoCAD SHX Text BUILDING DEPARTMENT LEESBURG MUNICIPAL SERVICES CENTER 204 N. 5TH STREET LEESBURG, FL 34748 (352) 728-9750
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ACCEPTED CODES:
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OCCUPANCY CLASS.:
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OCCUPANT LOAD:
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CONSTRUCTION TYPE:
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BUILDING AREA:
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C . FIRE:
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B . ACCESSIBILITY:
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A . BUILDING:
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D . LIFE SAFETY:
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E . ELECTRICAL:
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(FBC 312.1)
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F . MECHANICAL:
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FLORIDA FIRE PREVENTION CODE 2023
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LIFE SAFETY CODE (NFPA 101 2021) W/
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NATIONAL ELECTRIC CODE (NEC) 2020
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2023 FBC; 8TH EDITION
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FLORIDA AMENDMENTS
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GROUP "U" CLASSIFICATION: GROUP U (UTILITY AND MISCELLANEOUS)
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2023 FBC; 8TH EDITION
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2023 FBC; 8TH EDITION
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(FBC TABLE 601)
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CONSTRUCTION TYPE II-B, UNPROTECTED, NON-SPRINKLED
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GROUP "U" OCCUPANCY:
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PRIMARY STRUCTURAL FRAME:
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BEARING WALLS:
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NONBEARING WALLS AND PARTITIONS:
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FLOOR CONSTRUCTION:
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ROOF CONSTRUCTION:
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0 HOUR
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0 HOUR
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0 HOUR
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0 HOUR
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EXTERIOR:
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INTERIOR:
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0 HOUR
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0 HOUR
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INTERIOR:
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100 GSF
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NOT APPLICABLE
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.
A101A
FINISH NOTES REFLECTED CEILING PLAN LEGEND
ROOF PLAN NOTES
ROOF PLAN LEGEND
A101
FLOOR PLAN, REFLECTED CEILING
PLAN AND ROOF PLAN
JLM
May 30, 2025
22-01002
JLM
Checked By:
Date:
Project No.:
Drawn By:
REVISIONS:
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TYP.
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EXP
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EPB
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EPF
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PTS-01
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PTS-01
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PTS-01
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PTS-01
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REFER TO CIVIL FOR CONC. PAD
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ADA
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RESTROOM
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ADA
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RESTROOM
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8" CONTINUOUS ALUM. GUTTER
AutoCAD SHX Text SINGLE-PLY ROOFING OVER 1/2" COVER BOARD OVER 3" POLYISO INSULATION ON 3" 20 GA. METAL DECK, OVER STEEL PERIMETER ANGLES
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T.O. PARAPET
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T.O. PARAPET
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T.O. PARAPET
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T.O. WALL
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CONC. SPLASH BLOCK, TYP.
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SYMBOL
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DESCRIPTION
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3" METAL DECK/EXPOSED TO STRUCTURE ABOVE
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1'X4' LED LIGHT FIXTURE
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EMERGENCY BATTERY LED WALL PACK
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TYPICAL
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EXP.
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1. MAIN ROOF SLOPE IS 1/4" PER FOOT. MAIN ROOF SLOPE IS 1/4" PER FOOT. 2. REFER TO ELECTRICAL DRAWINGS FOR APPLICABLE LIGHTNING PROTECTION REQUIREMENTS. REFER TO ELECTRICAL DRAWINGS FOR APPLICABLE LIGHTNING PROTECTION REQUIREMENTS. 3. GUTTERS AND DOWNSPOUTS SHALL BE SIZED AS REGIONAL BUILDING CODE MANDATES. GUTTERS AND DOWNSPOUTS SHALL BE SIZED AS REGIONAL BUILDING CODE MANDATES.
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ALUM. DOWNSPOUT- 6" X 6".
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TOP OF PARAPET
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T.O. PARAPET
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SYMBOL
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DIRECTION OF ROOF STRUCTURE SLOPE DOWN
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DESCRIPTION
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REFER TO CIVIL FOR GRADING PLAN
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SCALE: 1/2" = 1'-0"
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PROPOSED FLOOR PLAN
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SCLAE: 1/2" = 1'-0"
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REFLECTED CEILING PLAN
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SCALE: 1/2" = 1'-0"
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ROOF PLAN
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AE
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EMERGENCY 1'X4' LED LIGHT FIXTURE
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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AE
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FLOORS
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WALLS
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PTS-01
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PTS-02
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@ DOOR
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FRAME
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PAINT: ONE (1) COAT PRIMER AS RECOMMENDED BY SHERWIN WILLIAMS
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TWO (2) COATS OF SCUFF-X, EGGSHELL FINISH.
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COLOR: OWNER TO PROVIDE
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PAINT: ONE (1) COAT PRIMER AS RECOMMENDED BY SHERWIN WILLIAMS
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TWO (2) COATS OF SCUFF-X, SEMI-GLOSS FINISH
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COLOR: OWNER TO PROVIDE
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RESINOUS EPOXY FLOORING
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EPF
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CEILING
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EXP
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EXPOSED TO METAL DECK ABOVE
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COLOR: OWNER TO PROVIDE
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KEY NOTE
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DESCRIPTION
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BASE
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EPB
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RESINOUS EPOXY BASE (4" HIGH)
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COLOR: OWNER TO PROVIDE
PTS-02
JLM
May 30, 2025
22-01002
JLM
Checked By:
Date:
Project No.:
Drawn By:
REVISIONS:
Ja m es L
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A R
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EXTERIOR ELEVATIONS AND
BUILDING SECTIONS
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BOND BEAM, TYP. SEE STRUCTURAL
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