Tenant Build Out for Suite 107

INDEX OF DRAWINGS

NO. SHEET DESCRIPTION

ARCHITECTURAL

G101 PROJECT INFORMATION, INDEX OF DRAWINGS

G102 GENERAL REQUIREMENTS; SUBMITTAL PROCEDURES

A201 FLOOR PLAN

A202 PARTITION TYPES

A301 REFLECTED CEILING PLAN

A901 SCHEDULE OF OPENINGS, DOOR SCHEDULE

PLUMBING

P-1 PLUMBING PLANS

P-2 PLUMBING PLANS

MECHANICAL

M-1 MECHANICAL LEGEND AND SPECIFICATIONS

M-2 MECHANICAL PLAN

ELECTRICAL

E-1 ELECTRICAL LEGEND. DETAILS, AND SPECIFICATIONS

E-2 ELECTRICAL PLAN AND SCHEDULES

Tenant Build Out for Suite 107PROJECT SCOPE

MODIFICATIONS TO THE EXISTING SPACE TO CREATE A VANILLA SHELL WITHTENANT SEPARATIONS

PROJECT ADDRESS

3945 EAU GALLIE BOULEVARD, UNIT 107MELBOURNE, FLORIDA 32934

OWNER

HW-EDGE FL 2, LLC61 STATE ROUTE 2044BENTLEYVILLE, PA 15314PHONE: (724) 201-6600EMAIL: [email protected]

ARCHITECT

GREGORY TSARK, AIATSARK ARCHITECTURE, LLC1990 W. NEW HAVEN AVE., SUITE 306MELBOURNE, FL 32904TEL: (321) 241-6378

PROJECT CONSULTANTS

MECHANICAL, ELECTRICAL, AND PLUMBING ENGINEERINGDAVID DASILVA, P.E.DDC ENGINEERING, INC.4083 HIGHWAY US1, SUITE 101ROCKLEDGE, FLORIDA 32955

PROJECT DATA

OCCUPANCY CLASSIFICATION:GROUP B - BUSINESS

CONSTRUCTION CLASS: TYPE II-B, SPRINKLERED

BUILDING AREA (IN SQ. FT.):

PROJECT AREA: 1,522ALLOWABLE AREA (TABLE 506.2): 92,000OCCUPANCY GROUP B 11 PERSONS

APPLICABLE CODES

FBC (2020) FLORIDA BUILDING CODE, 7TH EDITIONFBC-A (2020) FBC ACCESSIBILITY CODEFBC-M (2020) FBC MECHANICAL CODEFBC-E (2020) FBC ELECTRICAL CODEFBC-EC (2020) FBC ENERGY CONSERVATION CODEFBC-P (2020) FBC PLUMBING CODEFFPC (2020) FLORIDA FIRE PREVENTION CODE, 7TH EDITION (NFPA 101)NFPA 70 (2017) NATIONAL ELECTRICAL CODE NEC

COMPLIANCE STATEMENT

REVIEW AND APPROVAL BY THE AUTHORITY HAVING JURISDICTION SHALL NOTRELIEVE THE APPLICANT OF THE RESPONSIBILITY OF COMPLIANCE WITH THESETO THE BEST OF OUR KNOWLEDGE, THESE DOCUMENTS COMPLY WITH THEAPPLICABLE MINIMUM CODES AND STANDARDS AS SET FORTH BY THE FLORIDABUILDING CODE AND GOVERNING FLORIDA STATUTES.

1KEY NOTE DESIGNATION

B1

101ADOOR NUMBER

ROOM NUMBER

ROOM NAME

ON WHICH ELEVATION IS SHOWNELEVATION NUMBER/SHEET NUMBER

SHEET ON WHICH SECTION IS SHOWN

SECTION NUMBER

DRAWING NUMBER

A

P1

WINDOW DESIGNATION

ACCESSORY DESIGNATION

PARTITION TYPE DESIGNATION

WHICH DETAIL IS SHOWN

SURFACE SHOWN IN ELEVATION

DIRECTION OF CUTTING PLANE

EXTENT OF DETAIL

SHEET ON WHICH DRAWING IS SHOWN

ROOMNAME

A101

DETAIL NUMBER/SHEET NUMBER ON

A/C AIR CONDITIONINGADMIN ADMINISTRATIONAFF ABOVE FINISHED

FLOORALT ALTERNATE,

ALTERNATIVEALUM ALUMINUMAPPROX APPROXIMATE(LY)ARCH ARCHITECT(URAL)AV AUDIOVISUALBLDG BUILDINGBO BOTTOM OFCLG CEILINGCLG HT CEILING HEIGHTCLO CLOSETCLR CLEAR(ANCE)CMU CONCRETE

MASONRY UNITCOL COLUMNCONC CONCRETECONF CONFERENCECONT CONTINUE,

CONTINUOUSCORR CORRIDORDEMO DEMOLISHDET DETAILDIA DIAMETERDIAG DIAGONALDIV DIVISIONE EASTEA EACHEL ELEVATIONELEC ELECTRIC(AL)ELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER

COOLEREXIST EXISTINGEXT EXTERIORFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER

CABINETFIN FLR FINISHED FLOORFLR FLOORFT FOOT, FEETFURN FURNITUREGA GAUGEGALV GALVANIZEDGC GENERAL

CONTRACTORGYP BD GYPSUM BOARDHC HANDICAPHDWD HARDWOODHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTHVAC HEATING,

VENTILATION & AIRCONDITIONING

INCL INCLUDE(D), (ING)INFO INFORMATIONINSUL INSULATIONINT INTERIORKIT KITCHENLAB LABOATORYLAV LAVATORYLF LINEAR FEETMAINT MAINTENANCE

MATL MATERIALMAX MAXIMUMMECH MECHANICALMEZZ MEZZANINEMFG MANUFACTURINGMFR MANUFACTURERMIN MINUMUMMISC MISCELLANEOUSMR MOISTURE

RESISTANTMTG MOUNTINGN NORTHNIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALEOC ON CENTEROPT OPTION(AL)PLAM PLASTIC LAMINATEPLF POUNDS PER

LINEAR FEETPLYWD PLYWOODPR PAIRPREFAB PREFABRICATEDPREFIN PREFINISHPSF POUNDS PER

SQUARE FOOTPSI POUNDS PER

SQUARE INCHQTY QUANTITYRCP REFLECTED CEILING

PLANRD ROOF DRAINREF REFRIGERATOR,

REFERENCEREQD REQUIREDRM ROOMRO ROUGH OPENINGS SOUTHSC SOLID CORESD STORM DRAINSECT SECTIONSF SQUARE FEETSIM SIMILARSPEC SPECIFICATIONSQ SQUARESS STAINLESS STEELSTD STANDARDSTOR STORAGESUSP SUSPENDEDSYS SYSTEMTEL TELEPHONETEMP TEMPORARYTHRU THROUGHTO TOP OFTRTD TREATEDTV TELEVISIONTYP TYPICALUNO UNLESS NOTED

OTHERWISEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDW WEST, WIDEW/ WITHW/O WITHOUTWC WATER CLOSETWD WOODWT WEIGHT

GRAPHIC SYMBOLS

ABBREVIATIONS

PROJECT INFORMATION

LOCATION MAP

KEY PLAN N.T.S.

N

N

UNIT3

UNIT4

UNIT5

UNIT6

UNIT7

UNIT8

UNIT9

UNIT1

UNIT2 G101

COVER SHEET

REVISION:

DRAWN BY:

DATE:

SHEET TITLE:

Pro

ject

No

.: 21273.1

ãCOPYRIGHT 2021 by Tsark Architecture, LLC All rights reserved. No part of this work covered by the copyright hereon may be reproduced or used in any form or by any means - graphic, electronic or mechanical, including photocopying, recording, taping or information storage and retrieval systems - without written permission of the copyright holder.

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AutoCAD SHX Text

KEY NOTE REFERENCE

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OPENING REFERENCE

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1

AutoCAD SHX Text

A501

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DETAIL REFERENCE

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DETAIL REFERENCE

AutoCAD SHX Text

OPENING REFERENCE

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ACCESSORIES REFERENCE

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ELEVATION REFERENCE

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PARTITION REFERENCE

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1/A701

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1

AutoCAD SHX Text

A601

AutoCAD SHX Text

SECTION REFERENCE

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ROOM REFERENCE

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1/A302

GENERAL NOTES AND REQUIREMENTS1. THE ARCHITECT HAS PREPARED THIS SET OF CONTRACT

DOCUMENTS BASED ON VISUAL INSPECTION OF THE EXISTINGPREMISES AND ON INFORMATION PROVIDED BY THE OWNER.

2. IN THE EVENT OF A DISCREPANCY IN THE CONSTRUCTIONDOCUMENTS, THE PREVAILING ORDER SHALL BE:

A. CONTRACT FOR CONSTRUCTION

B. GENERAL REQUIREMENTS

C. SPECIAL REQUIREMENTS

D. OWNER'S PUBLISHED DESIGN STANDARDS, IF APPLICABLE

E. SPECIFICATIONS

F. DETAILS ON DRAWINGS

G. PLAN DRAWINGS

3. ALL DIMENSIONS GOVERNED BY EXISTING CONDITIONS AREAPPROXIMATE. ALL SUCH DIMENSIONS AND CONDITIONS SHALLBE FIELD VERIFIED BY THE GENERAL CONTRACTOR PRIOR TOPROCEEDING WITH ANY WORK. SHOULD CONDITIONS ORDIMENSIONS VARY FROM THOSE SHOWN, THE CONTRACTORSHALL NOTIFY THE ARCHITECT BEFORE PROCEEDING. USEFIGURED DIMENSIONS. DO NOT SCALE DRAWINGS. WHEREDIMENSIONS ARE SHOWN WITH A "±", ADJUSTMENTS MAY BEMADE TO SUIT FIELD CONDITIONS.

4. TO ESTABLISH THE COMPREHENSIVE SCOPE OF WORK AND TOASSURE COORDINATION WITH OTHER TRADES, EACHSUBCONTRACTOR SHALL COMPLETELY REVIEW THE PLANS,NOT ONLY FOR HIS OR HER RESPECTIVE TRADE, BUT FOR THEWORK OF OTHER TRADES AS WELL. THE DOCUMENTS AREINTERDEPENDENT. ONCE THE CONTRACTOR ORSUBCONTRACTOR HAS COMMENCED WITH HIS WORK, IT SHALLBE ASSUMED THAT HE HAS ACCEPTED THE CONDITIONS IN THEFIELD TO BE CORRECT AND RIGHT FOR THE INSTALLATION OFHIS WORK.

5. EACH SUBCONTRACTOR SHALL CALL FOR UTILITY LOCATES ORCOORDINATE DIRECTLY WITH THE GENERAL CONTRACTORPRIOR TO ALL DIGGING OPERATIONS.

6. ACCURATE RECORD DOCUMENTS ARE TO BE RECORDED FORLOCATIONS OF UNDERGROUND STRUCTURES AND UTILITIES.

7. ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITHTHE ENVIRONMENTAL PROTECTION AGENCY, STATE AND LOCALENVIRONMENTAL LAWS AND REGULATIONS. THE CONTRACTORSHALL OBTAIN ALL REQUIRED PERMITS PRIOR TOCONSTRUCTION. PERMITS SHALL BE POSTED AT THE JOBSITE.

8. CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITIONOF THE FLORIDA BUILDING CODE.

9. NO ASBESTOS CONTAINING BUILDING MATERIALS MAY BE USEDDURING CONSTRUCTION.

10. PROVIDE PRODUCTS HAVING "ENERGY STAR" CERTIFICATIONSWHEN AVAILABLE.

11. CONTRACTOR SHALL PROVIDE A CONSTRUCTION ACCESS ANDSTAGING AREA PLAN FOR OWNER'S APPROVAL.

12. CONTRACTOR SHALL PROVIDE A SAFETY BARRIER TO PREVENTINTERACTIONS BETWEEN THE PUBLIC AND THE JOBSITE.

13. WORKING HOURS SHALL BE COORDINATED WITH, ANDAPPROVED BY, THE OWNER.

14. ALTERNATES MAY BE USED AS REQUIRED BY THE SCOPE OFWORK. THESE WILL BE DETERMINED BY THE ARCHITECT ANDUSED UNDER THE DIRECTION OF THE OWNER'SREPRESENTATIVE.

15. PROGRESS PAYMENTS ARE TO BE SUBMITTED MONTHLY.

16. A SCHEDULE OF VALUES SHALL BE SUBMITTED AND APPROVEDPRIOR TO THE INITIAL PAY REQUEST.

17. A DAILY REPORT IS TO BE KEPT BY THE CONTRACTOR AND AWEEKLY REPORT IS TO BE SUBMITTED TO THE OWNER'SREPRESENTATIVE SHOWING THE CURRENT PROJECT STATUS,TWO WEEK LOOK-AHEAD, ISSUES AND PROBLEMS, PERMITSTATUS AND PERCENT COMPLETE.

18. CONTRACTOR IS TO HOLD WEEKLY COORDINATION MEETINGS,INVITING BOTH THE OWNER'S REPRESENTATIVE AND THEARCHITECT.

19. COORDINATION MEETINGS SHALL HAVE AN AGENDA PREPAREDBY AND MEETING MINUTES TAKEN BY THE CONTRACTOR.

20. THE CONSTRUCTION SCHEDULE WILL BE UPDATED MONTHLYAT EACH PAY REQUEST AND BE REVIEWED AT THAT TIME AS ACONDITION OF THE PAYMENT APPLICATION.

21. CONTRACTOR IS TO PROVIDE A COMPLETE SUBMITTALREQUIREMENT MATRIX FOR EACH PRODUCT LISTING ALLANTICIPATED SUBMITTALS CROSS REFERENCED WITH THESECTION NUMBER. THE QUANTITY OF SUBMITTALS, INCLUDINGTHE NUMBER OF SAMPLES, PRODUCT DATA AND SHOPDRAWINGS REQUIRED IS TO BE DETERMINED.

22. ALL TRAINING VIDEOS SHALL BE DIGITALLY RECORDED ANDSUBMITTED TO THE OWNER.

23. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTRACTINGWITH AND COORDINATION OF MATERIALS TESTING AS PART OFQUALITY ASSURANCE. THE TESTING AGENCY IS TO COPY THEOWNER AND THE ARCHITECT ON ALL REPORTS.

24. CONTRACTOR IS TO PROVIDE A PROJECT CONSTRUCTION SIGNOF WATER RESISTANT CONSTRUCTION. COPY AND DESIGN OFTHE CONSTRUCTION SIGN SHALL BE REVIEWED AND APPROVEDBY THE OWNER'S REPRESENTATIVE AND ARCHITECT. NOOTHER MARKETING SIGNAGE WILL BE PERMITTED.

25. THE CONTRACTOR IS TO PRESERVE AND PROTECT ALLEXISTING VEGETATION SUCH AS TREES, SHRUBS, AND GRASSADJACENT TO THE SITE WORK WHICH IS NOT TO BE REMOVEDAND WHICH DOES NOT INTERFERE WITH THE CONSTRUCTIONWORK. THE CONTRACTOR, AT NO ADDITIONAL COST TO THEOWNER, SHALL REPLACE DAMAGED VEGETATION RESULTINGFROM CONTRACTOR OPERATIONS WITH A COMPARABLESPECIMEN.

26. THE CONTRACTOR SHALL PROTECT UNDERGROUND ANDOVERHEAD UTILITIES AT ALL TIMES. ADDITIONAL CARE SHALLBE TAKEN WHEN THE CONTRACTOR IS REQUIRED TO TIE INTOEXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THEOWNER 72 HOURS IN ADVANCE TO SCHEDULE UTILITYCONNECTIONS. THE CONTRACTOR, AT NO ADDITIONAL COSTTO THE OWNER, SHALL REPAIR ANY AND ALL DAMAGE TOUTILITIES RESULTING FROM CARELESS OPERATIONS.

27. THROUGHOUT THE DURATION OF CONSTRUCTION, THECONTRACTOR SHALL MAKE EVERY EFFORT TO ENSURE THEBUILDING REMAIN IN DRIED-IN CONDITION AND PREVENTUNLAWFUL ENTRY INTO THE CONSTRUCTION SITE.

28. ALL SUBSTITUTION REQUESTS FROM THE CONTRACTOR SHALLBE REVIEWED BY THE ARCHITECT AND ACCEPTED/REJECTEDBY THE OWNER'S REPRESENTATIVE, BASED ON THEARCHITECT'S RECOMMENDATION, PRIOR TO INCORPORATION INTHE WORK.

29. CONTRACTOR TO PROVIDE FINAL CLEANING. THE OWNERRESERVES THE RIGHT TO PROVIDE CLEANING SERVICES WHENCLEAN-UP HAS NOT BEEN PROVIDED TO THE SATISFACTION OFTHE OWNER. ASSOCIATED COSTS WILL BE DEDUCTED FROMTHE CONTRACTOR'S FINAL PAYMENT.

30. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING LADDERSOR OTHER MEANS OF ACCESS TO THE OWNER, INSPECTORS,ARCHITECT, AND ENGINEERS.

31. ALL MATERIAL SAFETY DATA SHEETS ON ANY HAZARDOUSPRODUCT SHALL BE KEPT ON FILE AT JOBSITE, AND INCLUDEDIN CLOSE-OUT DOCUMENTATION.

32. CONTRACTORS SHALL INCLUDE FOUR PRINTED COPIES OF THERECORD DRAWINGS ALONG WITH ONE ELECTRONIC COPY WITHCLOSE-OUT DOCUMENTATION.

33. FINAL SUBMITTAL SHALL INCLUDE TWO COPIES OF THEOPERATION AND MAINTENANCE DATA BINDERS FOR THEOWNER'S USE THAT NOTES CONTRACTOR LISTINGS,PRODUCTS, AND WARRANTY INFORMATION.

34. CONTRACTOR SHALL WARRANT THE PROJECT FOR A TERM OFONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION OFTHE ENTIRE PROJECT, REGARDLESS OF PARTIAL OCCUPANCY.

35. ALL EXITS SHALL COMPLY WITH FLORIDA ACCESSIBILITY CODEFOR LEVEL ENTRY; SEE FBC, ACCESSIBILITY, SECTION 303;CHANGES IN LEVEL.

36. CONSTRUCTION OF WORK INDICATED ON THE DRAWINGS AS(N.I.C.) IS NOT IN CONTRACT.

37. DETAILS NOT SHOWN ARE SIMILAR IN NATURE TO THOSEDETAILED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGNINTENT CANNOT BE DETERMINED, CONSULT ARCHITECTBEFORE PROCEEDING WITH THE WORK. TYPICAL DETAILSAPPLY AT ALL SIMILAR CONDITIONS WHETHER CROSSREFERENCED OR NOT..

38. ELECTROLYTIC PROTECTION SHALL BE PROVIDED BETWEENDISSIMILAR METALS WHENEVER THE TWO ARE IN CONTACT.

39. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES,BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALL ANDROOF, BETWEEN WALL PANELS, AT PENETRATIONS OF UTILITIESTHROUGH THE BUILDING ENVELOPE SHALL BE SEALED,FLASHED OR WEATHER-STRIPPED AS REQUIRED FORCOMPATIBILITY WITH ADJACENT MATERIALS TO ELIMINATE AIRLEAKAGE AND WATER INFILTRATION, AND TO MEET THEREQUIREMENTS OF THE FLORIDA MODEL ENERGY CODE ASAPPLICABLE.

40. GLAZING SUBJECT TO HUMAN IMPACT AS IDENTIFIED INAPPLICABLE CODES SHALL BE SAFETY GLAZING MATERIAL.EACH LIGHT OF LAMINATED OR TEMPERED GLAZING SHALL BEIDENTIFIED BY A PERMANENT LABEL, WHICH SPECIFIES THELABELER, OR MANUFACTURER AND THAT SAFETY GLAZINGMATERIAL HAS BEEN UTILIZED.

41. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT INACCORDANCE WITH APPLICABLE CODES.

42. PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICALEQUIPMENT AS REQUIRED BY APPLICABLE CODES.

43. PROVIDE AND INSTALL ALL STIFFENERS, BRACINGS, BACK-UPPLATES AND SUPPORTING BRACKETS REQUIRED FOR THE BESTPOSSIBLE INSTALLATION AND REQUIRED MINIMUM LATERALFORCE OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL,ELECTRICAL OR MISCELLANEOUS EQUIPMENT IN ACCORDANCEWITH APPLICABLE CODES.

SUBMITTAL PROCEDURES

PART 1 - GENERAL1.1 SUMMARYA. THIS SECTION INCLUDES ADMINISTRATIVE AND PROCEDURAL

REQUIREMENTS FOR SUBMITTING SHOP DRAWINGS,PRODUCT DATA, SAMPLES, AND OTHER MISCELLANEOUSSUBMITTALS.

1.2 DEFINITIONSA. ACTION SUBMITTALS: WRITTEN AND GRAPHIC INFORMATION

THAT REQUIRES ARCHITECT'S/ENGINEER'S RESPONSIVEACTION.

B. INFORMATIONAL SUBMITTALS: WRITTEN INFORMATION THATDOES NOT REQUIRE ARCHITECT'S/ENGINEER'S APPROVAL.SUBMITTALS MAY BE REJECTED FOR NOT COMPLYING WITHREQUIREMENTS.

1.3 SUBMITTAL PROCEDURESA. GENERAL: ELECTRONIC COPIES (.PDF ONLY) OF DRAWINGS

OF THE CONTRACT DRAWINGS WILL BE PROVIDED BYARCHITECT/ENGINEER FOR CONTRACTOR'S USE INPREPARING SUBMITTALS.

B. CONTRACTOR SHALL SUBMIT SOFT COPIES OF PRODUCTDATA, SHOP DRAWINGS, AND PHYSICAL COPIES OF SAMPLES.

C. ALL SUBMITTED SHOP DRAWINGS SHALL HAVEENHANCEMENT OR ADDITIONAL DETAILS THAN THAT OF THEARCHITECT'S/ENGINEER'S, REFLECTING TYPES OF MATERIALALREADY SUBMITTED FOR APPROVAL AND APPROVED BY THEARCHITECT/ENGINEER AND REFLECTING ALL NECESSARYEQUIPMENT, IF ANY, OR ELSE THE SUBMITTED SHOPDRAWING SHALL NOT BE CONSIDERED AS COMPLETE.

D. COORDINATION: COORDINATE PREPARATION ANDPROCESSING OF SUBMITTALS WITH PERFORMANCE OFCONSTRUCTION ACTIVITIES.

E. PROCESSING TIME: ALLOW ENOUGH TIME FOR SUBMITTALREVIEW, INCLUDING TIME FOR RESUBMITTALS, AS FOLLOWS.TIME FOR REVIEW SHALL COMMENCE ONARCHITECT'S/ENGINEER'S RECEIPT OF SUBMITTAL.1. INITIAL REVIEW: ALLOW UP TO 14 DAYS FOR INITIAL

REVIEW OF EACH SUBMITTAL. ALLOW ADDITIONAL TIME IFPROCESSING MUST BE DELAYED TO PERMITCOORDINATION WITH SUBSEQUENT SUBMITTALS.ARCHITECT/ENGINEER WILL ADVISE CONTRACTOR WHENA SUBMITTAL BEING PROCESSED MUST BE DELAYED FORCOORDINATION.

2. CONCURRENT REVIEW: WHERE CONCURRENT REVIEW OFSUBMITTALS BY ARCHITECT'S/ENGINEER'S CONSULTANTS,OWNER, OR OTHER PARTIES IS REQUIRED, ALLOW UP TO21 DAYS FOR INITIAL REVIEW OF EACH SUBMITTAL.

3. NO EXTENSION OF THE CONTRACT TIME WILL BEAUTHORIZED BECAUSE OF FAILURE TO TRANSMITSUBMITTALS ENOUGH IN ADVANCE OF THE WORK TOPERMIT PROCESSING.

F. IDENTIFICATION: PLACE A LABEL OR TITLE BLOCK ON EACHSUBMITTAL FOR IDENTIFICATION.1. INDICATE NAME OF FIRM OR ENTITY THAT PREPARED

EACH SUBMITTAL ON LABEL OR TITLE BLOCK.2. PROVIDE A SPACE APPROXIMATELY 4 BY 5 INCHES (100 BY

125 MM) ON LABEL OR BESIDE TITLE BLOCK TO RECORDCONTRACTOR'S REVIEW AND APPROVAL MARKINGS ANDACTION TAKEN BY ARCHITECT/ENGINEER.

3. INCLUDE THE FOLLOWING INFORMATION ON LABEL FORPROCESSING AND RECORDING ACTION TAKEN:

a. PROJECT NAME.b. DATE.c. NAME OF ARCHITECT/ENGINEER.d. NAME OF CONTRACTOR.e. NAME OF SUBCONTRACTOR.f. NAME OF SUPPLIER.g. NAME OF MANUFACTURER.h. UNIQUE IDENTIFIER, INCLUDING REVISION NUMBER.i. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION

SECTION.j. DRAWING NUMBER AND DETAIL REFERENCES, AS

APPROPRIATE.G. DEVIATIONS: HIGHLIGHT, ENCIRCLE, OR OTHERWISE IDENTIFY

DEVIATIONS FROM THE CONTRACT DOCUMENTS ONSUBMITTALS.

H. TRANSMITTAL: ARCHITECT/ENGINEER WILL RETURNSUBMITTALS, WITHOUT REVIEW, RECEIVED FROM SOURCESOTHER THAN CONTRACTOR.1. ON AN ATTACHED SEPARATE SHEET, PREPARED ON

CONTRACTOR'S LETTERHEAD, RECORD RELEVANTINFORMATION, REQUESTS FOR DATA, REVISIONS OTHERTHAN THOSE REQUESTED BY ARCHITECT/ENGINEER ONPREVIOUS SUBMITTALS, AND DEVIATIONS FROMREQUIREMENTS OF THE CONTRACT DOCUMENTS,INCLUDING MINOR VARIATIONS AND LIMITATIONS.INCLUDE THE SAME LABEL INFORMATION AS THERELATED SUBMITTAL.

2. INCLUDE CONTRACTOR'S CERTIFICATION STATING THATINFORMATION SUBMITTED COMPLIES WITHREQUIREMENTS OF THE CONTRACT DOCUMENTS.

I. DISTRIBUTION: FURNISH COPIES OF FINAL SUBMITTALS TOMANUFACTURERS, SUBCONTRACTORS, SUPPLIERS,FABRICATORS, INSTALLERS, AUTHORITIES HAVINGJURISDICTION, AND OTHERS AS NECESSARY FORPERFORMANCE OF CONSTRUCTION ACTIVITIES.

J. USE FOR CONSTRUCTION: USE ONLY FINAL SUBMITTALS WITHMARK INDICATING ACTION TAKEN BY ARCHITECT/ENGINEER INCONNECTION WITH CONSTRUCTION.

PART 2 - PRODUCTS2.1 ACTION SUBMITTALSA. GENERAL: PREPARE AND SUBMIT ACTION SUBMITTALS

REQUIRED BY CONTRACT DOCUMENTS.1. NUMBER OF COPIES: SUBMIT COPIES OF EACH

SUBMITTAL, AS FOLLOWS, UNLESS OTHERWISEINDICATED:

a. INITIAL SUBMITTAL: SUBMIT A PRELIMINARY SINGLECOPY OF EACH SUBMITTAL WHERE SELECTION OFOPTIONS, COLOR, PATTERN, TEXTURE, OR SIMILARCHARACTERISTICS IS REQUIRED.ARCHITECT/ENGINEER, WILL RETURN SUBMITTALWITH OPTIONS SELECTED.

b. FINAL SUBMITTAL: SUBMIT THREE COPIES, UNLESSCOPIES ARE REQUIRED FOR OPERATION ANDMAINTENANCE MANUALS. SUBMIT FIVE COPIESWHERE COPIES ARE REQUIRED FOR OPERATION ANDMAINTENANCE MANUALS. ARCHITECT/ENGINEER WILLRETAIN TWO COPIES; DIVISION 01 GENERALREQUIREMENTS TENDERDOCUMENTS-SPECIFICATIONS REMAINDER WILL BERETURNED. MARK UP AND RETAIN ONE RETURNEDCOPY AS A PROJECT RECORD DOCUMENT.

B. PRODUCT DATA: COLLECT INFORMATION INTO A SINGLESUBMITTAL FOR EACH ELEMENT OF CONSTRUCTION ANDTYPE OF PRODUCT OR EQUIPMENT.1. IF INFORMATION MUST BE SPECIALLY PREPARED FOR

SUBMITTAL BECAUSE STANDARD PRINTED DATA ARE NOTSUITABLE FOR USE, SUBMIT AS SHOP DRAWINGS, NOT ASPRODUCT DATA.

2. MARK EACH COPY OF EACH SUBMITTAL TO SHOW WHICHPRODUCTS AND OPTIONS ARE APPLICABLE.

3. INCLUDE THE FOLLOWING INFORMATION, AS APPLICABLE:a. MANUFACTURER'S WRITTEN RECOMMENDATIONS.b. MANUFACTURER'S PRODUCT SPECIFICATIONS.c. MANUFACTURER'S INSTALLATION INSTRUCTIONS.d. STANDARD COLOR CHARTS.e. MANUFACTURER'S CATALOG CUTS.f. WIRING DIAGRAMS SHOWING FACTORY-INSTALLED

WIRING.g. PRINTED PERFORMANCE CURVES.h. OPERATIONAL RANGE DIAGRAMS.i. MILL REPORTS.j. STANDARD PRODUCT OPERATING AND MAINTENANCE

MANUALS.k. COMPLIANCE WITH RECOGNIZED TRADE

ASSOCIATION STANDARDS.l. COMPLIANCE WITH RECOGNIZED TESTING AGENCY

STANDARDS.m. APPLICATION OF TESTING AGENCY LABELS AND

SEALS.n. NOTATION OF COORDINATION REQUIREMENTS.

C. SHOP DRAWINGS: PREPARE PROJECT-SPECIFICINFORMATION, DRAWN ACCURATELY TO SCALE. DO NOT BASESHOP DRAWINGS ON REPRODUCTIONS OF THE CONTRACTDOCUMENTS OR STANDARD PRINTED DATA.

D. SAMPLES: PREPARE PHYSICAL UNITS OF MATERIALS ORPRODUCTS, INCLUDING THE FOLLOWING:1. SAMPLES FOR INITIAL SELECTION: SUBMIT

MANUFACTURER'S COLOR CHARTS CONSISTING OF UNITSOR SECTIONS OF UNITS SHOWING THE FULL RANGE OFCOLORS, TEXTURES, AND PATTERNS AVAILABLE.

2. SAMPLES FOR VERIFICATION: SUBMIT FULL-SIZE UNITS ORSAMPLES OF SIZE INDICATED, PREPARED FROM THESAME MATERIAL TO BE USED FOR THE WORK, CURED ANDFINISHED IN MANNER SPECIFIED, AND PHYSICALLYIDENTICAL WITH THE PRODUCT PROPOSED FOR USE, ANDTHAT SHOW FULL RANGE OF COLOR AND TEXTUREVARIATIONS EXPECTED. SAMPLES INCLUDE, BUT ARE NOTLIMITED TO, THE FOLLOWING: PARTIAL SECTIONS OFMANUFACTURED OR FABRICATED COMPONENTS; SMALLCUTS OR CONTAINERS OF MATERIALS; COMPLETE UNITSOF REPETITIVELY USED MATERIALS; SWATCHES SHOWINGCOLOR, TEXTURE, AND PATTERN; COLOR RANGE SETS;AND COMPONENTS USED FOR INDEPENDENT TESTINGAND INSPECTION.

3. PREPARATION: MOUNT, DISPLAY, OR PACKAGE SAMPLESIN MANNER SPECIFIED TO FACILITATE REVIEW OFQUALITIES INDICATED. PREPARE SAMPLES TO MATCHARCHITECT'S/ENGINEER'S SAMPLE WHERE SO INDICATED.ATTACH LABEL ON UNEXPOSED SIDE THAT INCLUDES THEFOLLOWING:

a. GENERIC DESCRIPTION OF SAMPLE.b. PRODUCT NAME OR NAME OF MANUFACTURER.c. SAMPLE SOURCE.

4. ADDITIONAL INFORMATION: ON AN ATTACHED SEPARATESHEET, PREPARED ON CONTRACTOR'S LETTERHEAD,PROVIDE THE FOLLOWING, AS APPLICABLE:

a. SIZE LIMITATIONS.b. COMPLIANCE WITH RECOGNIZED STANDARDS.c. AVAILABILITY.d. DELIVERY TIME.

5. SUBMIT SAMPLES FOR REVIEW OF KIND, COLOR,PATTERN, AND TEXTURE FOR A FINAL CHECK OF THESECHARACTERISTICS WITH OTHER ELEMENTS AND FOR ACOMPARISON OF THESE CHARACTERISTICS BETWEENFINAL SUBMITTAL AND ACTUAL COMPONENT ASDELIVERED AND INSTALLED.

6. NUMBER OF SAMPLES FOR INITIAL SELECTION: SUBMITONE FULL SET OF AVAILABLE CHOICES WHERE COLOR,PATTERN, TEXTURE, OR SIMILAR CHARACTERISTICS AREREQUIRED TO BE SELECTED FROM MANUFACTURER'SPRODUCT LINE. ARCHITECT/ENGINEER WILL RETURNSUBMITTAL WITH OPTIONS SELECTED.

7. DISPOSITION: MAINTAIN SETS OF APPROVED SAMPLES ATPROJECT SITE, AVAILABLE FOR QUALITY- CONTROLCOMPARISONS THROUGHOUT THE COURSE OFCONSTRUCTION ACTIVITY. SAMPLE SETS MAY BE USEDTO DETERMINE FINAL ACCEPTANCE OF CONSTRUCTIONASSOCIATED WITH EACH SET.

2.2 INFORMATIONAL SUBMITTALSA. GENERAL: PREPARE AND SUBMIT INFORMATIONAL

SUBMITTALS REQUIRED BY OTHER SPECIFICATION SECTIONS.1. CERTIFICATES AND CERTIFICATIONS: PROVIDE A

NOTARIZED STATEMENT THAT INCLUDES SIGNATURE OFENTITY RESPONSIBLE FOR PREPARING CERTIFICATION.CERTIFICATES AND CERTIFICATIONS SHALL BE SIGNED BYAN OFFICER OR OTHER INDIVIDUAL AUTHORIZED TO SIGNDOCUMENTS ON BEHALF OF THAT ENTITY.

2. TEST AND INSPECTION REPORTS: COMPLY WITHREQUIREMENTS IN CONTRACT DOCUMENTS

B. CONTRACTOR'S CONSTRUCTION SCHEDULE:C. MATERIAL TEST REPORTS: PREPARE REPORTS WRITTEN BY A

QUALIFIED TESTING AGENCY, ON TESTING AGENCY'SSTANDARD FORM, INDICATING AND INTERPRETING TESTRESULTS OF MATERIAL FOR COMPLIANCE WITHREQUIREMENTS.

D. MAINTENANCE DATA: PREPARE WRITTEN AND GRAPHICINSTRUCTIONS AND PROCEDURES FOR OPERATION ANDNORMAL MAINTENANCE OF PRODUCTS AND EQUIPMENT.COMPLY WITH GENERAL REQUIREMENTS.

E. MANUFACTURER'S INSTRUCTIONS: PREPARE WRITTEN ORPUBLISHED INFORMATION THAT DOCUMENTSMANUFACTURER'S RECOMMENDATIONS, GUIDELINES, ANDPROCEDURES FOR INSTALLING OR OPERATING A PRODUCTOR EQUIPMENT. INCLUDE NAME OF PRODUCT AND NAME,ADDRESS, AND TELEPHONE NUMBER OF MANUFACTURER.INCLUDE THE FOLLOWING, AS APPLICABLE:1. PREPARATION OF SUBSTRATES.2. RECOMMENDATIONS FOR CLEANING AND PROTECTION.

F. MANUFACTURER'S FIELD REPORTS: PREPARE WRITTENINFORMATION DOCUMENTING FACTORY-AUTHORIZEDSERVICE REPRESENTATIVE'S TESTS AND INSPECTIONS.INCLUDE THE FOLLOWING, AS APPLICABLE:1. NAME, ADDRESS, AND TELEPHONE NUMBER OF

FACTORY-AUTHORIZED SERVICE REPRESENTATIVEMAKING REPORT.

2. STATEMENT ON CONDITION OF SUBSTRATES AND THEIRACCEPTABILITY FOR INSTALLATION OF PRODUCT.

3. STATEMENT THAT PRODUCTS AT PROJECT SITE COMPLYWITH REQUIREMENTS.

4. SUMMARY OF INSTALLATION PROCEDURES BEINGFOLLOWED, WHETHER THEY COMPLY WITHREQUIREMENTS AND, IF NOT, WHAT CORRECTIVE ACTIONWAS TAKEN.

5. RESULTS OF OPERATIONAL AND OTHER TESTS AND ASTATEMENT OF WHETHER OBSERVED PERFORMANCECOMPLIES WITH REQUIREMENTS.

6. STATEMENT WHETHER CONDITIONS, PRODUCTS, ANDINSTALLATION WILL AFFECT WARRANTY.

G. INSURANCE CERTIFICATES AND BONDS: PREPARE WRITTENINFORMATION INDICATING CURRENT STATUS OF INSURANCEOR BONDING COVERAGE. INCLUDE NAME OF ENTITYCOVERED BY INSURANCE OR BOND, LIMITS OF COVERAGE,AMOUNTS OF DEDUCTIBLES, IF ANY, AND TERM OF THECOVERAGE.

H. MONTHLY PROGRESS REPORT: REPORT SHALL INCLUDE THEFOLLOWING:1. SCHEDULE OF PLANNING WITH UPDATES AND CURRENT

SITUATION AT THE DATE OF REPORT PREPARATION.2. UPDATED CASHFLOW.3. SUBMITTALS LOG.4. CONSTRUCTION PROGRESS PHOTOGRAPHS5. DAILY REPORTS6. VARIATION ORDERS.7. PAYMENT CERTIFICATES.8. LIST OF PROBLEMS FACED ON SITE.

PART 3 - EXECUTION3.1 CONTRACTOR'S REVIEWA. REVIEW EACH SUBMITTAL AND CHECK FOR COMPLIANCE

WITH THE CONTRACT DOCUMENTS. NOTE CORRECTIONS ANDFIELD DIMENSIONS. MARK WITH APPROVAL STAMP BEFORESUBMITTING TO ARCHITECT/ENGINEER.

B. APPROVAL STAMP: STAMP EACH SUBMITTAL WITH A UNIFORM,APPROVAL STAMP. INCLUDE PROJECT NAME AND LOCATION,SUBMITTAL NUMBER, SPECIFICATION SECTION TITLE ANDNUMBER, NAME OF REVIEWER, DATE OF CONTRACTOR'SAPPROVAL, AND STATEMENT CERTIFYING THAT SUBMITTALHAS BEEN REVIEWED, CHECKED, AND APPROVED FORCOMPLIANCE WITH THE CONTRACT DOCUMENTS.

3.2 ARCHITECT'S/ENGINEER'S ACTIONA. GENERAL: ARCHITECT/ENGINEER WILL NOT REVIEW

SUBMITTALS THAT DO NOT BEAR CONTRACTOR'S APPROVALSTAMP AND WILL RETURN THEM WITHOUT ACTION.

B. ACTION SUBMITTALS: ARCHITECT/ENGINEER WILL REVIEWEACH SUBMITTAL, MAKE MARKS TO INDICATE CORRECTIONSOR MODIFICATIONS REQUIRED, AND RETURN IT.ARCHITECT/ENGINEER WILL ATTACH A COVER LETTER TOEACH SUBMITTAL INDICATING AN ACTION TO BE TAKEN, ASFOLLOWS:1. APPROVED2. APPROVED AS NOTED3. REVISE RESUBMIT4. REJECTED - RESUBMIT

C. INFORMATIONAL SUBMITTALS: ARCHITECT/ENGINEER WILLREVIEW EACH SUBMITTAL AND WILL NOT RETURN IT, OR WILLREJECT AND RETURN IT IF IT DOES NOT COMPLY WITHREQUIREMENTS. ARCHITECT/ENGINEER WILL FORWARD EACHSUBMITTAL TO APPROPRIATE PARTY.

D. SUBMITTALS NOT REQUIRED BY THE CONTRACT DOCUMENTSWILL NOT BE REVIEWED AND MAY BE DISCARDED.

ALL WORK SHALL COMPLY WITH THE AMERICANS WITH DISABILITIESACT (2010), THE CURRENT VERSION OF FLORIDA BUILDING CODE --ACCESSIBILITY, AND LOCAL ACCESSIBILITY REGULATIONS TO INCLUDEBUT NOT LIMITED TO THE FOLLOWING:

1. THE INTERNATIONAL SYMBOL FOR ACCESSIBILITY SHALL BELOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE OF ALLACCESSIBLE RESTROOM FACILITIES.

2. WATER CLOSETS SHALL BE POSITIONED WITH A WALL ORPARTITION TO THE REAR AND ONE SIDE. THE CENTERLINE OFTHE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION. THESEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOORSHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUMMEASURED FROM THE TOP OF THE SEAT. SEATS SHALL NOT BESPRUNG TO RETURN TO A LIFTED POSITION.

3. ACCESSIBLE URINALS SHALL BE THE STALL-TYPE OR THEWALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVETHE FINISH FLOOR OR GROUND. URINALS SHALL BE 13-1/2INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OFTHE URINAL RIM TO THE BACK OF THE FIXTURE. PROVIDE ACLEAR FLOOR SPACE 30" X 48" IN FRONT OF THE ACCESSIBLEURINAL.

4. LAVATORIES SHALL BE INSTALLED WITH THE FRONT OF THEHIGHER OF THE RIM OR COUNTER SURFACE 34 INCHESMAXIMUM ABOVE THE FINISH FLOOR WITH A CLEARANCE OF 29"FROM THE FLOOR TO THE BOTTOM OF THE APRON. SPACEUNDER A LAVATORY BETWEEN 9 INCHES AND 27 INCHES ABOVETHE FINISH FLOOR OR GROUND SHALL BE CONSIDERED KNEECLEARANCE. KNEE CLEARANCE SHALL EXTEND 25 INCHESMAXIMUM UNDER AN ELEMENT AT 9 INCHES ABOVE THE FINISHFLOOR AND 8 INCHES DEEP MINIMUM AT 27 INCHES ABOVE THEFINISH FLOOR. SPACE UNDER A LAVATORY BETWEEN THEFINISH FLOOR OR GROUND AND 9 INCHES ABOVE THE FINISHFLOOR OR GROUND SHALL BE CONSIDERED TOE CLEARANCE.TO CLEARANCE SHALL EXTEND 25 INCHES MAXIMUM AND 17INCHES MINIMUM UNDER A LAVATORY. KNEE CLEARANCESHALL BE 30 INCHES WIDE MINIMUM.

5. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES ANDSINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TOPROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP ORABRASIVE SURFACES UNDER LAVATORIES AND SINKS.

6. CONTROLS FOR FAUCETS SHALL BE OPERABLE WITH ONE HANDAND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, ORTWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATEOPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM.HAND-OPERATED METERING FAUCETS SHALL REMAIN OPENFOR 10 SECONDS MINIMUM.

7. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPSSHALL BE INSTALLED WITH THE BOTTOM EDGE OF THEREFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISHFLOOR OR GROUND. MIRRORS NOT LOCATED ABOVELAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THEBOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHESMAXIMUM ABOVE THE FINISH FLOOR OR GROUND.

8. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE ORCLEARANCE REQUIRED FOR ANY FIXTURE. DOORS SHALL BEPERMITTED TO SWING INTO THE REQUIRED TURNING SPACE.

9. GRAB BARS SHALL BE INSTALL IN A HORIZONTAL POSITION, 33INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISHFLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE.GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TOGRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTSAND SHALL HAVE ROUNDED EDGES. GRAB BARS SHALL NOTEROTATE WITHIN THEIR FITTINGS. ALLOWABLE STRESSES SHALLNOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL ORHORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINTON THE GRAB BAR, FASTENER, MOUNTING DEVICE, ORSUPPORTING STRUCTURE.

10. DRINKING FOUNTAINS SHALL BE PROVIDED WITH SPOUTOUTLETS AT 36 INCHES MAXIMUM ABOVE THE FINISH FLOORAND 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THEFINISH FLOOR OR GROUND. THE SPOUT SHALL BE LOCATED 15INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHESMAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDINGBUMPERS. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHESMAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THEWATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVETO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARELOCATED LESS THAN 3 INCHES OF THE FRONT OF THE UNIT, THEANGLE OF THE WATER STREAM SHALL BE 30 DEGREESMAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHESAND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THEANGLE OF THE WATER STREAM SHALL BE 15 DEGREESMAXIMUM.

11. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPENPOSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THEDOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5SECONDS MINIMUM.

12. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCEALLOWABLE BY THE APPROPRIATE ADMINISTRATIVEAUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN ADOOR OR GATE OTHER THAN FIRE DOORS SHALL BE 5 POUNDSMAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCEREQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHERDEVICES THAT HOLD THE DOOR OR GATE IN A CLOSEDPOSITION.

13. FIRE ALARM SYSTEMS SHALL HAVE PERMANENTLY INSTALLEDAUDIBLE AND VISIBLE ALARMS COMPLYING WITH NFPA 72 ANDANSI A117.1, EXCEPT THAT THE MAXIMUM ALLOWABLE SOUNDLEVEL OF AUDIBLE NOTIFICATION APPLIANCES COMPLYINGWITH SECTION 4-3.2.1 OF NFPA 72 (1999 EDITION) SHALL HAVE ASOUND LEVEL NO MORE THAN 110 DB AT THE MINIMUM HEARINGDISTANCE FROM THE AUDIBLE APPLIANCE.

14. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, ANDSLIP RESISTANT. CHANGES IN LEVEL OF 1/4 INCH HIGHMAXIMUM SHALL BE PERMITTED TO BE VERTICAL. CHANGES INLEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGHMAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPERTHAN 1:2.

15. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERINGCLEARANCES AT DOORS SHALL COMPLY WITH NOTE 15.CHANGES IN LEVEL ARE NOT PERMITTED, EXCEPT SLOPES NOTSTEEPER THAN 1:48 SHALL BE PERMITTED.

16. THRESHOLDS, IF PROVIDED AT DOORWATS, SHALL BE 1/2 INCHHIGH MAXIMUM.

17. WHERE NOTED ON PLANS, DIMENSIONS FOR WATER CLOSETSAND TOILET COMPARTMENTS SHALL FOLLOW FBC-A 604.9 -WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'SUSE.

ACCESSIBILITY NOTES

G102

GEN. REQUIREMENTS

REVISION:

DRAWN BY:

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4 80 12

1/4" = 1'-0"FLOOR PLAN

1. ALL FINISHES SHALL BE CLASSIFIED BY THE FLORIDA BUILDING CODE AS CLASS "A" FORFLAME SPREAD AND SMOKE DEVELOPED.

2. FLOOR FINISHES IN WET LOCATIONS SHALL HAVE A DCOF RATING OF .42 OR HIGHER.

3. INSTALLATION OF GYPSUM WALL BOARD ASSEMBLIES AND PLASTERINGS PER ASTM C840 AND GA-216.

4. INCLUDE IN THE CLOSEOUT DOCUMENTS, A LIST OF THE MANUFACTURER FOR THEFLOORING MATERIAL WITH INSTRUCTIONS FOR USE. A CLEANING AND CAREDEMONSTRATION TO THE OWNER'S DESIGNATED REPRESENTATIVE MUST BEPERFORMED.

5. CLIMATE CONTROLLED SPACE IS A REQUIREMENT FOR FLOORING INSTALLATION:

A. AMBIENT RELATIVE HUMIDITY SHALL BE LESS THAN 60%

B. AMBIENT TEMPERATURE SHALL BE 65 TO 85 DEGREES FAHRENHEIT.

C. SLAB TEMPERATURE SHALL BE GREATER THAN 50 DEGREES F.

D. TESTING FOR SUBSTRATE ABSORPTION/POROSITY SHALL BE COMPLETED, ANDBOND TESTS PERFORMED, AND INSTALLATION SHALL OCCUR WITHIN PROPERRANGES PER MANUFACTURER’S RECOMMENDATIONS.

FINISH NOTES

LEGEND

LAYOUT NOTES1. DIMENSIONS GOVERNED BY EXISTING CONDITIONS ARE APPROXIMATE. ALL SUCH

DIMENSIONS AND CONDITIONS SHALL BE FIELD VERIFIED BY THE GENERALCONTRACTOR PRIOR TO PROCEEDING WITH ANY WORK. SHOULD CONDITIONS ORDIMENSIONS VARY FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THEARCHITECT BEFORE PROCEEDING. USE FIGURED DIMENSIONS. DO NOT SCALEDRAWINGS. WHERE DIMENSIONS ARE SHOWN WITH A "±", ADJUSTMENTS MAY BEMADE TO SUIT FIELD CONDITIONS.

2. VERIFY DIMENSIONS IN FIELD BEFORE PROCEEDING WITH WORK. NOTIFYARCHITECT OF DISCREPANCIES, CONFLICTS, AND MODIFICATIONS.

3. ALL DIMENSIONS FOR DRYWALL PARTITIONS ARE TO FACE OF GYPSUM BOARD ORCEMENT BOARD, UNLESS NOTED OTHERWISE.

4. ALL DIMENSIONS FOR OPENINGS ARE NOMINAL. COORDINATE ACTUAL DIMENSIONSWITH OPENING SIZES AND DETAILS.

5. WHERE DIFFERENT PARTITION TYPES OF VARYING WIDTHS EXIST ADJACENT TOONE ANOTHER, THE FRAMING SHALL ACCOMMODATE A SMOOTH AND CONTINUOUSSURFACE ACROSS PARTITION TYPES.

LIFE SAFETY NOTES

1. THE EXISTING FIRE SPRINKLER SYSTEM SHALL BE MODIFIED TO INCORPORATE THESCOPE OF WORK ACCORDING TO NFPA 13 AS REQUIRED BY FLORIDA BUILDING CODE.

2. PER FLORIDA BUILDING CODE, BUILDING, CHAPTER 1, SECTION 105.3.1.2 (2), PERSONNELAS AUTHORIZED BY CHAPTER 633, FLORIDA STATUTES, MAY DESIGN A FIRE SPRINKLERSYSTEM OF 49 OR FEWER HEADS AND MAY DESIGN THE ALTERATION OF AN EXISTINGFIRE SPRINKLER SYSTEM IF THE ALTERATION CONSISTS OF THE RELOCATION, ADDITIONOR DELETION OF NOT MORE THAN 49 HEADS, NOTWITHSTANDING THE SIZE OF THEEXISTING FIRE SPRINKLER SYSTEM.

PROJECT INFORMATION

OCCUPANCY CLASSIFICATION:

GROUP B - BUSINESS

CONSTRUCTION CLASS: TYPE II-B, SPRINKLERED

BUILDING AREA (IN SQ. FT.):

FLOOR AREA: 22,328

GROUP B - BUSINESS: 1,522PROJECT AREA: 1,522

MEANS OF EGRESS:

ALLOWABLE COMMON PATH: 75'ALLOWABLE EXIT ACCESS TRAVEL DISTANCE: <300'

OCCUPANCY LOAD:

GROUP B: 11 PERSONSOCCUPANCY LOAD: 11 PERSONS

PLUMBING FIXTURE COUNTS:REQUIRED PROVIDED

WATER CLOSETS: 1 1LAVATORIES: 1 1DRINKING FOUNTAINS: 0 0SERVICE SINK: 0 0

PLAN KEYNOTES

1 PAINT STRUCTURAL STEEL TO MATCH ADJACENT STOREFRONTFRAMING

2 PAINT STRUCTURAL STEEL TO MATCH ADJACENT WALL FINISH

EXISTING CONSTRUCTION

NEW CONSTRUCTION

EGRESS PATH

FLOOR FINISHES

UNFINISHED

LCT-1 - LUXURY CERAMIC TILEBASIS OF DESIGN: TRAFFICMASTER- SIZE: 6" X 24"STYLE: CAPEL

WALL BASE FINISHES

UNFINISHED

B-1 - VINYL COVE BASEBASIS OF DESIGN: JOHNSONITESIZE: 4" X CONTINUOUS ROLLCOLOR: TBD

WALL FINISHES

FIBERGLASS REINFORCED PLASTIC WALL BOARD

GWB-4 - GYPSUM WALL BOARDLEVEL 4 JOINT COMPOUND FINISHFINAL APPEARANCE SHALL HAVE NO MARKS OR

RIDGES, READY FOR PRIMING, PAINT

PAINT 1WALLSSHERWIN WILLIAMS, PROMAR 200 ZERO VOC INTERIOR

LATEX, SEMI-GLOSS SHEENCOLOR: TBD

PAINT 2DOOR TRIMSHERWIN WILLIAMS, PROMAR 200 WATERBASED

ACRYLIC ALKYDCOLOR: TBD

FINISH SELECTION SCHEDULE

MARK

42" GRAB BAR

DESCRIPTION

TOILET PAPERDISPENSER-MULTI ROLL

SOAP DISPENSER

CHANNEL FRAMEMIRROR

MODEL #

BASIS OF DESIGN

20135-03202-42

1181SQ-2432-S

MANUFACTURER

GLACIER BAY

REMARKS

MOUNT @ 27" A.F.F., SIDE BAR 12" OFF CORNER - SEE PLAN

BOTTOM EDGE OF REFLECTING SURFACE NO HIGHER THAN 40" A.F.F.

MOUNT @ 31" A.F.F. IN BETWEEN MIRROR AND PAPER TOWEL DISPENSER

DISPENSING HEIGHT 15" A.F.F. MIN

36" GRAB BAR 20135-03202-36 MOUNT @ 27" A.F.F., REAR BAR 6" OFF CORNER - SEE PLAN

PAPER TOWELDISPENSER MOUNT @ 31" A.F.F.

GLACIER BAY

GLACIER BAY

ACCESSORIES SCHEDULE

101

N

1A

1B

2

3

4

5

R5000 SAN JAMAR

T8300TBK SAN JAMAR

SH970BKSS SAN JAMAR

102

101

102

102

101

101

101 102

P1 P1

P2

P2

P4

P4

P1

TRAV

EL D

ISTA

NC

E: 4

1 FT

.

P4

1A1B

2

3

4

5

RESTROOM

102

UNIT 107101

D101A

D102

D101

P4

1'-5

" TO

1'-7

" 2'-9

"

3'-6"1'-0"

7" - 9"

1/2" = 1'-0"

TYPICAL ADULT RESTROOM ELEVATIONFIXTURE AND ACCESSORY DIMENSIONS AND CLEARANCES

6"3'-6"

MATERIALPRODUCTTRADENAMEMODELNUMBERMATERIALPRODUCTTRADENAMEMODELNUMBER

1'-5

" TO

1'-7

"

1'-6"

3'-2

" TO

3'-6

"

2'-1

0" M

AX.4'-0

"

3'-4

" MAX

.

ROOM 102

A201

FLOOR PLAN

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PARTITION NOTES

1. ALL PARTITIONS IN DAMP/WET LOCATIONS TO RECEIVE "DENSHIELD" TILE BACKERGYPSUM WALL BOARD TO CEILING.

2. FIRE PARTITIONS TO BE PERMANENTLY IDENTIFIED WITH 3" RED STENCILING INACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES, AT 12 FOOTINTERVALS, THE PHRASE "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS".

3. ANY WALLS SPANNING FROM THE FLOOR TO THE STRUCTURAL DECK ABOVE SHALLRECEIVE A DEFLECTION TRACK.

SCALE: 3/4" = 1'-0"P2 PARTITION


DESIGN NO. U419

* NONBEARING WALL RATINGS -- 1, 2, 3 OR 4 HR

1. FLOOR AND CEILING RUNNERS -- (NOT SHOWN) -- CHANNEL SHAPED, FABRICATED FROMMINIMUM 25 MSG CORROSION-PROTECTED STEEL, MIN DEPTH TO ACCOMMODATE STUD SIZE,WITH MIN 1-1/4 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OCMAXIMUM.

2. STEEL STUDS -- CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION-PROTECTEDSTEEL, MIN DEPTH AS INDICATED UNDER ITEM 5, SPACED A MAX OF 24 IN. OC. STUDS TO BECUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT AND INSTALLED WITH A 1/2 IN. GAPBETWEEN THE END OF THE STUD AND TRACK AT THE BOTTOM OF THE WALL. FOR DIRECTATTACHMENT OF GYPSUM BOARD ONLY.

4. BATTS AND BLANKETS- PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL WOOLINSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNINGCHARACTERISTICS AND/OR FIRE RESISTANCE.

5. GYPSUM BOARD* -- GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIEDVERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGEREDONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS(MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BEBACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ONOPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS ANDHORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MINOF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HRRATINGS ARE AS FOLLOWS:

Gypsum Board Protection on Each Side of Wall

Rating, Hr Min Stud Depth, No. of Layers, Thkns of Panel Ins. Thkns1 3-1/2 1 layer, 5/8 in. thick Optional1 2-1/2 1 layer, 1/2 in. thick 1-1/2 in.1 1-5/8 1 layer, 3/4 in. thick Optional2 1-5/8 2 layers, 1/2 in. thick Optional2 1-5/8 2 layers, 5/8 in. thick Optional2 3-1/2 1 layer, 3/4 in. thick 3 in.3 1-5/8 3 layers, 1/2 in. thick Optional3 1-5/8 2 layers, 3/4 in. thick Optional3 1-5/8 3 layers, 5/8 in. thick Optional4 1-5/8 4 layers, 5/8 in. thick Optional4 1-5/8 4 layers, 1/2 in. thick Optional4 2-1/2 2 layers, 3/4 in. thick 2 in.

6. FASTENERS -- TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS ORFURRING CHANNELS. SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELSOR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIEDHORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THEFIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN.LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS,SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN. FROMFIRST LAYER.THREE-LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICKPANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS,SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-5/8 IN.LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYERBELOW. FOUR-LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS,SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICKPANELS OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6IN. FROM LAYER BELOW.

7. FURRING CHANNELS -- RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSGCORROSION-PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTIONATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12 STEEL SCREWS.

8. STEEL FRAMING MEMBERS* -- USED TO ATTACH FURRING CHANNELS TO ONE SIDE OF STUDSONLY. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH TWO NO. 8 X 2-1/2 IN. COARSEDRYWALL SCREWS, ONE THROUGH THE HOLE AT EACH END OF THE CLIP. FURRINGCHANNELS ARE FRICTION FITTED INTO CLIPS.

6" FRICTION MINERAL WOOL BATTS, FULL HEIGHT

6" x 20 GA. GALV. METAL STUD FRAMING AT 24" O.C.;CONTINUOUS 18 GA. METAL TRACK TOP AND BOTTOM

1 LAYER 5/8" TYPE X GYPSUM WALLBOARD;INTERIOR FINISH PER FINISH SCHEDULE

1 LAYER 5/8" TYPE X GYPSUM WALLBOARD;INTERIOR FINISH PER FINISH SCHEDULE

1 HOUR RATED PARTITION: WALL TO EXTEND TOUNDERSIDE OF ROOF DECK. WALL IS TO MEET ALLREQUIREMENTS OF UL DESIGN NO. U419.

UL # U419

3 12" FRICTION FIT OWENS CORNING SAFB SOUND BLANKET

3-5/8" x 20 GA. GALV. METAL STUD FRAMING AT 24" O.C.;CONTINUOUS 20 GA. METAL TRACK TOP AND BOTTOM

1 LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD; INTERIOR FINISHPER FINISH SCHEDULE

1 LAYER 5/8" TYPE 'X' GYPSUM WALLBOARD; INTERIOR FINISHPER FINISH SCHEDULE


PARTITION HEIGHT: TO 6" ABOVE FINISHED CEILING



3-5/8" x 20 GA. GALV. METAL STUD FRAMING AT 24" O.C.;CONTINUOUS 20 GA. METAL TRACK TOP AND BOTTOM

1 LAYER 5/8" GYPSUM WALLBOARD; INTERIOR FINISHPER FINISH SCHEDULE

PARTITION HEIGHT: TO STRUCTURAL DECK ABOVE

1 LAYER 5/8" GYPSUM WALLBOARD; INTERIOR FINISHPER FINISH SCHEDULE

3-5/8" x 18 GA. GALV. METAL STUD FRAMING AT 24" O.C.

1 LAYER 58" GYPSUM WALLBOARD; INTERIOR FINISHPER FINISH SCHEDULE


CONTINUOUS 20 GA. METAL TRACK TOP AND BOTTOM

PARTITION HEIGHT: TO 6" ABOVE FINISHED CEILING

A202

A202

PARTION TYPES

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1. THE CONTRACTOR SHALL COMPARE THIS REFLECTED CEILING PLANWITH ELECTRICAL LIGHTING PLANS, MECHANICAL SUPPLY, RETURN,AND EXHAUST PLANS. THE CONTRACTOR SHALL REPORT ANYOMISSIONS OR INCONSISTENCIES TO THE ARCHITECT.

2. SEE ELECTRICAL DRAWINGS FOR THE LOCATIONS OF EXIT SIGNAGE,WALL MOUNTED EXIT LIGHTS, ETC.

3. ALL CEILING ELEMENTS TO BE PLACED IN THE CENTER OF CEILING TILE.

4. ALL CEILING GRIDS TO BE CENTERED BETWEEN WALL UNLESS NOTEDOTHERWISE.

5. LOCKING ACCESS PANELS ARE REQUIRED IN ANY SUSPENDEDDRYWALL OR PLASTER CEILING THAT CONCEAL MECHANICALEQUIPMENT, VALVES, ETC., FOR MAINTENANCE ACCESS. PAINT TOMATCH ADJACENT FINISHES.

CEILING NOTES

EXIT SIGNAGE

8'-0" CEILING HEIGHT

CEILING LEGEND

GYPSUM WALLBOARD CEILING

4 80 12

1/4" = 1'-0"REFLECTED CEILING PLANN

OPEN

RESTROOM

102

UNIT 107101

8'-6"

A301

REF. CEILING PLAN

REVISION:

DRAWN BY:

DATE:

SHEET TITLE:

Pro

ject

No

.: 21273.1


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OPENING ELEVATIONS DOOR NOTES

1. DOOR HARDWARE SHALL HAVE ANSI GRADE 1 LEVEL OF SECURITY AND DURABILITY.

2. ALL LOCKING AND LATCHING DEVICES SHALL MEET THE REQUIREMENTS OF NFPA 101,SECTION 7.2.1.5.1 AND 7.2.1.5.4.

3. DOOR HARDWARE SHALL BE AN ACCESSIBLE TYPE AND MEET THE REQUIREMENTS OFFLORIDA BUILDING CODE, ACCESSIBILITY - 404.2.7.

4. ALL LOW VOLTAGE WIRING TO BE STANDARD MULTI-CONDUCTOR COLOR CODEDWITHOUT SPLICES. WIRING TO CONFORM TO APPLICABLE NATIONAL, STATE, AND LOCALELECTRICAL CODES.

5. REFER TO SPECIFIC PRODUCT INSTALLATION INSTRUCTIONS FOR SPECIFIC WIRINGREQUIREMENTS.

6. REQUIRED MANUFACTURER'S WARRANTIES:

A. CLOSERS: TEN YEARS

B. LOCKSETS & CYLINDERS: THREE YEARS

C. ALL OTHER HARDWARE: TWO YEARS

8. DOOR CLOSERS:

A. DOOR CLOSERS SHALL BE TESTED AND APPROVED BY BHMA FOR ANSI 156.4,GRADE 1.

B. CLOSER SHALL HAVE EXTRA-DUTY ARMS AND KNUCKLES

C. SEPARATE ADJUSTING VALVES FOR CLOSING AND LATCHING SPEED, ANDBACKCHECK

D. PROVIDE ADAPTER PLATES, SHIM SPACERS, AND BLADE STOP SPACERS ASREQUIRED BY FRAME AND DOOR CONDITIONS

E. FULL RACK AND PINION TYPE CLOSER WITH 1-1/2" MINIMUM BORE

F. MOUNT CLOSERS ON NON-PUBLIC SIDE OF DOOR, UNLESS OTHERWISE NOTED INSPECIFICATION.

G. ADJUST DOOR CLOSER SWEEP PERIODS SO THAT FROM THE OPEN POSITION OF 70DEGREES, THE DOOR WILL TAKE AT LEAST 3 SECONDS TO MOVE A POINT 3 INCHESFROM THE LATCH, MEASURED TO THE LANDING SIDE OF THE DOOR.

TYPE 'A'

SOLID CORE WOODFULL FLUSH

SCHEDULE OF DOORS

STUD AND RUNNER3 5/8" 16ga METALCONTINUOUS NESTED

CONTINUOUSMETAL RUNNER

EACH SIDE5/8" GYPSUM BOARD

3 5/8" METAL STUDS

FRAMEHOLLOW METAL

AT TYP. DRYWALL PARTITION13" = 1' - 0"

HEAD DETAIL3" = 1' - 0"

AT TYP. DRYWALL PARTITIONJAMB DETAIL2

ABOVE

HOLLOW METALFRAME

5/8" GYPSUM BOARDEACH SIDE

STUDS TO STRUCTURE2- 3 5/8" METAL

JAMB ANCHORS-MINIMUM 3 PERJAMB

A901

SCHED. OF OPENINGS

REVISION:

DRAWN BY:

DATE:

SHEET TITLE:

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.: 21273.1


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AutoCAD SHX Text

DOORS

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MARK

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W

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T

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H

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TYPE

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SIZE

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MATERIAL

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FINISH

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FRAMES

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D101

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D102

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D101A

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**

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**

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**

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**

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1 3/4"

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EXISTING STOREFRONT DOORS AND PANIC HARDWARE TO REMAIN

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**

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**

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**

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3'-0"

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H.M.

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7'-0"

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S.C. WOOD

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FACTORY

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**

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**

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TYPE A

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EXISTING DOOR AND PANIC HARDWARE TO REMAIN

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REMARKS

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PASSAGE LATCH

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1.5 PAIR BUTTS/LEAF

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SILENCERS

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WALL STOP

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PRIVACY LOCK

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STOREROOM LOCK

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MAGNETIC LOCK

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CLOSER

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MARBLE THRESHOLD

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**

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**

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**

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**

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**

REVIEW SET

David A. DaSilva54739

CONSULTANTS:

DATE

PERMIT SET

BID SET

CONSTRUCTION SET

AS BUILT

APPROVED:

SHEET NO.:

CHECKED:DRAWN:

DES

CRIP

TIO

NNO

.D

ATE

REVISIONS

Copyright 2021, DDC Engineering, Inc.

21142

OCTOBER 5, 2021

EAU

GALL

IE P

OINT

EUN

IT 1

07W

. EAU

GAL

LIE

BLVD

.M

ELBO

URNE

, FL

3293

4

4083 South U.S. Highway 1, Ste. 101Rockledge, Florida 32955Phone 321.633.4522 Fax 321.633.4528www.ddc-engineers.comdasilva.david@ddc-engineers.comC.O.A.: 25988DDC PROJECT NO.:

This item has been electronically signedand sealed by David A. DaSilva, PE

#54739. On October 5, 2021, using aDigital Signature. Printed copies of this

document are not considered signed andsealed, and all SHA-1 authentication code

and signature must be verified on anyelectronic copies.

M-1DJR

MEC

HAN

ICAL

LEG

END

AND

SPE

CIFI

CATI

ONS

JMFDAD

PROVIDE THE FOLLOWING:SCOPE OF WORK

CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE ACOMPLETE AND OPERATIONAL HVAC SYSTEM AS INDICATED ON THE DRAWINGS.CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES. CHANGESTO THE DESIGN BY THE CONTRACTOR WILL RESULT IN ADDITIONAL DESIGN COST ATCONTRACTORS EXPENSE.

SPECIAL PROVISIONSALL WORK SHALL BE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (7THEDITION), 2020 FLORIDA BUILDING CODE - MECHANICAL (7TH EDITION), 2020 FLORIDABUILDING CODE - PLUMBING (7TH EDITION), 2020 FLORIDA FIRE PREVENTION CODE (7THEDITION), 2020 FLORIDA BUILDING CODE - ENERGY CONSERVATION (7TH EDITION) FORBUILDING CONSTRUCTION, 2017 NATIONAL ELECTRIC CODE (NEC), UNITEDLABORATORIES (UL), AND THE ORDINANCES AND REGULATIONS OF THE LOCALAUTHORITY HAVING JURISDICTION.

SHOP DRAWINGSBEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARDOF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEERFOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL DUCTWORK AND HVACEQUIPMENT AND MATERIALS. SHOP DRAWINGS SHALL INDICATE WORKING ANDERECTION DIMENSIONS, ELECTRICAL CHARACTERISTICS (VOLTS, PHASE AND AMPS),LOCATION AT WHICH MATERIALS AND EQUIPMENT ARE TO BE INSTALLED AND OTHERESSENTIAL DATA. PARTIAL OR INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANYMATERIAL USED WITHOUT APPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ONALL ITEMS EXCEPT PIPING. SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FORAPPROVAL AND COORDINATION. A COMPLETE HVAC DUCT LAYOUT INCLUDING AIRDISTRIBUTION DEVICES SHALL BE SUBMITTED TO ENGINEER FOR REVIEW PRIOR TOCONSTRUCTION.

MATERIALSMATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND INACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANYMATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IFSUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARESPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHTAND GRADE.

DUCTWORK (FIBERGLASS)THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE OWENS CORNING TYPE475-FR, 1-1/2" THICK FIBERGLASS DUCT (MIN R-VALUE OF 6) OR APPROVED EQUAL. THEDUCT SYSTEM, INCLUDING BOARD, VAPOR BARRIER, TAPES AND ADHESIVES, SHALL BEUL LISTED AND LABELED CLASS 1 AIR DUCT. DUCT SHALL BE INSTALLED PER THESTANDARD OF SMACNA-10 IN CHAPTER 15 OF FBCM. EXHAUST DUCT SHALL BEGALVANIZED.

DUCTWORK (GALVANIZED STEEL)THE HEATING AND AIR CONDITIONING DUCTWORK SHALL BE G-90 GALVANIZED STEELPAINTED, w/ BLANKET INSULATION (MIN. R-6). EXHAUST DUCT SHALL BE GALVANIZED.PROVIDE FLEX DUCT TO AIR DEVICE WHERE SHOWN (NO MORE THAN 6'-0" LONG). ALLDUCTWORK PENETRATING FIRE-RATED WALLS SHALL HAVE A FIRE DAMPER. THE USE OFR-6 DUCTBOARD MAY BE USED AS AN ALTERNATE (OWNER OPTION).

AIR DISTRIBUTION OUTLETSGRILLES, REGISTERS, AND DIFFUSERS SHALL REQUIRE ADC, ARI, AND AMCACOMPLIANCE. BORDER STYLES AND FINISHES SHALL BE COMPATIBLE WITH ADJACENTCEILING SYSTEMS, AND CONSTRUCTED OF MATERIALS AND COMPONENTS AS REQUIREDFOR A COMPLETE INSTALLATION. SUPPLIER/MANUFACTURER SHALL VERIFY EACHDEVICE FOR A MAXIMUM NECK VELOCITY OF 500 FPM AND NC-30.

PIPE SCHEDULE

REFRIGERATION:REFRIGERANT PIPING SHALL BE ACR COPPER TUBING, WITH WROUGHT COPPERFITTINGS IN CONFORMANCE WITH ASTM B280.A. JOINTS IN COPPER TUBE (REFRIGERANT SERVICE) - CUT SQUARE, BURR, CLEAN

FITTING AND TUBE TO CUP DEPTH OF FITTING APPLY THIN FILM OF BRAZING FLUXTO TUBE END AND FITTING. USE SILVER SOLDER AND OXYGEN-ACETYLENEEQUIPMENT ONLY IN MAKING JOINTS. PURGE WITH NITROGEN WHEN HEATING.

B. PIPING SHALL BE SIZED AND INSTALL PER THE HEAT PUMP EQUIPMENTMANUFACTURER'S WRITTEN INSTRUCTION.

C. SUCTION LINES SHALL BE INSULATED CONTINUOUSLY WITH EXTERIOR EXPOSEDSURFACES TREATED PER MANUFACTURER'S RECOMMENDATIONS. INSULATIONSHALL BE ARMAFLEX OR EQUAL.

CONDENSATE DRAIN LINE:CONDENSATE DRAIN LINES SHALL BE PROVIDED FOR AIR HANDLING UNITS. DRAINLINES SHALL BE SCHEDULE 40 PVC.A. DRAIN LINES SHALL BE GRADED IN THE DIRECTION OF FLOW WITH A SLOPE OF 14"

PER FOOT.B. WATER SEALS SHALL BE PROVIDED IN THE CONDENSATE DRAIN FROM UNIT. THE

DEPTH OF SEAL SHALL BE EQUAL TO THE TOTAL STATIC PRESSURE RATING OF THEUNIT TO WHICH THE SEAL IS CONNECTED. WATER SEALS SHALL BE CONSTRUCTEDTO TWO TEES AND AN APPROPRIATE U-BED WITH THE OPEN END TO EACH TEEPLUGGED, HANDTIGHT.

C. ROUTE DRAIN LINE INTO OUTSIDE FRENCH DRAIN OR SPLASH BLOCK.

TEST AND BALANCEPROVIDE A COMPLETE TEST AND BALANCE REPORT AND SUBMIT TO ENGINEER FORREVIEW. T&B FIRM MUST BE NEBB OR AABC CERTIFIED.READINGS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING:· SUPPLY AIR CFM· RETURN AIR CFM· STATIC PRESSURE· EXHAUST AIR CFM

* ANY CHANGES TO THESE DOCUMENTS BASED ON CONTRACTOR REQUESTED REVISIONSSHALL BE CONSIDERED ADDITIONAL SERVICES.

ALL WORK SHALL BE IN COMPLIANCE WITH THE FOLLOWING CODES, BUT NOT LIMITED TO:7TH EDITION OF THE 2020 FLORIDA BUILDING CODE - BUILDING (FBCB)7TH EDITION OF THE 2020 FLORIDA BUILDING CODE - EXISTING BUILDING (FBCEB)7TH EDITION OF THE 2020 FLORIDA BUILDING CODE - ACCESSIBILITY (FBCA)7TH EDITION OF THE 2020 FLORIDA BUILDING CODE - ENERGY CONSERVATION (FBCEC)7TH EDITION OF THE 2020 FLORIDA BUILDING CODE - MECHANICAL (FBCM)7TH EDITION OF THE 2020 FLORIDA BUILDING CODE - PLUMBING (FBCP)7TH EDITION OF THE 2020 FLORIDA BUILDING CODE - FUEL GAS (FBCFG)7TH EDITION OF THE 2020 FLORIDA FIRE PREVENTION CODE (FFPC)NFPA 70 - 2017 NATIONAL ELECTRICAL CODE (NEC)

MECHANICAL SPECIFICATIONS

CODE COMPLIANCE REQUIREMENTS

AIR BALANCEOUTSIDE:AC-107 = 125 CFM

EXHAUST:EF-1 = 70 CFMTOTAL EXHAUST AIR = 70 CFM

BUILDING IS POSITIVE = 55 CFM

DESIGN TEMPERATURESOUTSIDE AIR

SUMMER WINTER

95°F DB/80°F WB 30°F DB

NOTESTHE DESIGN CRITERIA ABOVE IS BASED ON ASHRAESTANDARD 62.1. ANY CHANGES TO THIS OCCUPANCYOR FLOOR PLAN WILL REQUIRE FURTHER REVIEW ANDMODIFICATIONS TO THIS VENTILATION SYSTEM.

DESIGNCRITERIA

FLEX DUCT SCHEDULECFM DUCT SIZE

0-100 6"Ø8"Ø101-20010"Ø201-30012"Ø301-40014"Ø401-600

18"Ø1001-150020"Ø1501-2000

SIZE BOTH SUPPLY AND RETURN BASED UPON AIRFLOWS ABOVE.

16"Ø601-1000

TRANSFER DUCT SIZE

9"Ø12"Ø16"Ø18"Ø22"Ø

28"Ø30"Ø

24"Ø

PROVIDE INDIVIDUAL ROOM LED PROGRAMMABLE THERMOSTATS THATSHALL MAINTAIN ROOM SET POINTS.

1. AIR HANDLER FAN SHALL START AND STOP ON COMMAND FROMTHERMOSTAT BASED ON TIME OF DAY SCHEDULE.

2. LOCAL OVERRIDE CONTROL WILL START FAN AND PERMIT IT TO RUNFOR A PREDETERMINED INTERVAL.

3. OUTSIDE AIR DAMPER SHALL OPEN AND SHALL BE CONTROLLED BY AMOTORIZED DAMPER INTERLOCKED WITH THE COMPRESSOR.

4. ON A RISE OF RETURN OR SPACE AIR TEMPERATURE FROM 75°FSETPOINT (ADJUSTABLE), THE CONTROLLER SHALL ENERGIZE THEUNIT'S COMPRESSOR TO MAINTAIN 57°F SUPPLY LEAVING AIRTEMPERATURE SETPOINTS.

5. SPACE AIR TEMPERATURE SETPOINT SHALL BE SET BY THE OWNERAND SHALL BE ADJUSTABLE.

6. THE CONTROLLER SHALL STAGE ONE COMPRESSOR AT A TIME. IFTEMPERATURE INCREASES, THE SECOND COMPRESSOR WILL BESTAGED ON (IF DUAL COMPRESSOR IS FURNISHED)

7. IN THE WINTER MONTHS, THE UNIT'S HEATERS SHALL BE STAGED ONTO MAINTAIN 68°F.

8. IF HUMIDITY INCREASES ABOVE 60%. THE UNITS SHALL ENERGIZETHE COMPRESSOR TO MAINTAIN A COLD COIL.

SEQUENCE OF OPERATIONMANUFACTURE / MODEL

REMARKS: 1. PROVIDE OPPOSED BLADE VOLUME DAMPERS.2. CONTRACTOR SHALL COORDINATE GRILLES, DIFFUSERS AND REGISTER'S BORDER TYPES WITH CEILING,

WALLS, EQUIPMENT ETC.3. PROVIDE ALL ALUMINUM CONSTRUCTION.

MARK NCMAX

SIZE (IN.)NECK FLEX

DIAM. (IN.) REMARKSTYPE CFMRANGE

0-100 25 6Ø 688Ø25101-2001010Ø25201-3001212Ø25301-4001414Ø25401-60024x24

12x12

0-800 25 20x20 -

-48x2425801-3000

SWR

-14Ø25500-900-18Ø25901-1499-240Ø251500-2000

DIFFUSERSSUPPLY

RETURNGRILLE

SIDEWALLRETURN

SUPPLYDIFFUSERS

METAL*AIRE5500-APD

1,2,3

1,2,3

1,2,3

1,2,3

1. ALL GRILLES SHALL BE FULL FACE OF MODULE. ALL LAY-IN CEILING RETURN MODULES SHALL BE 24"x24"WITH 20"x20"x1" FILTER

2. INSULATE THE BACK OF ALL SUPPLY AND RETURN AIR DEVICES.3. PROVIDE BORDER TYPE 1 FOR LAY-IN CEILINGS, AND BORDER TYPE 3 FOR GYPSUM BOARD CEILINGS.4. PROVIDE 1" PLEATED FILTER.5. THE NUMBER ADJACENT TO THE FIXTURE INDICATES AIR FLOW (CFM).

NOTES:

DWGS -25- SEE

METAL*AIRERH

METAL*AIRERH

METAL*AIRE3100A

AIR DISTRIBUTION DEVICE SCHEDULE

AC SPLIT SYSTEM SCHEDULEESPCFM

NOMINAL MANUFACTURER

NOTES: 1. PROVIDE MOTORIZED OUTSIDE AIR INTAKEDAMPER FOR THE OA DUCT.

2. INSTALL AND ANCHOR CONDENSER UNIT TOSTRUCTURE ( SLAB).

3. MIN. SEER OF 16.0

MARK

OUTDOORINDOOR/

O.A.CFM

COOLING CAPACITYAMB.TEMP

TOTMBH

SENSMBH

ENTDB WB

ENTELECTRICAL DATA (OUTDOOR UNIT)

NOCOMP

COMPRLA(EA) FAN

NOFLA(EA)

FANHPFAN

PHASEVOLT/

ELECTRICAL DATA (INDOOR UNIT)FANHP

KWHEAT STAGE VOLT/

PHASETONS

NOMINAL

4. COORDINATE INSTALLATION OF SMOKEDETECTORS WITH DIV. 16 (NOT REQ'D IF 2000CFM OR LESS.

5. PROVIDE VIBRATION ISOLATIONS.6. PROVIDE 410A REFRIGERANT.

7. PROVIDE SINGLE POINT ELECTRICAL CONNECTIONWITH DISCONNECT.

8. PROVIDE 1" PLEATED FILTERS.9. PROVIDE 5 YEAR WARRANTY.10. PROVIDE CONDENSER COIL GUARDS.

11. PROVIDE PROGRAMMABLE THERMOSTAT.12. BALANCE UNITS BASED ON AIRFLOW RATES SHOWN ON DRAWINGS.13. PROVIDE VARIABLE SPEED AIRHANDLER WITH HUMIDISTAT

CONTROL.14. PROVIDE UNLOADING COMPRESSOR. (MIN. 2 STAGES)15. PROVIDE 30" WIDE AND 30" DEEP CLEAR SPACE ON SERVICE SIDE

OF EQUIPMENT.

MCA/MOCP

MCA/MOCP

EXHAUST FAN SCHEDULEMOTOR

MARK TYPE CFM ESPWATTS RPM HP

DRIVE TYPE FAN SERVICE SONESMAX

PHASEVOLT / CONTROL MANUFACTURER / MODEL NOTES

PROVIDE THE FOLLOWING: DISCONNECT SWITCH, VIBRATION ISOLATORS, BACKDRAFT DAMPER, SPEED CONTROL

EF-1 CEILING 70 0.25 20 - - DIRECT RESTROOMS 5 115/1 SWITCH GREENHECK/SP SERIES SEE BELOW

COOLING/HEATING LOAD SUMMARYOUTDOOR INDOOR COOLING (MBH)

ZONE

UNI

T #

AREA

SQ

UAR

E FE

ET

TOTA

L H

EATI

NGW

ITH

OU

TISD

E AI

R(M

BH)

GRA

INS

WAT

ER(D

IFER

ENCE

)

DRY

BU

LB (D

B)

WET

BU

LB (W

B)

DRY

BU

LB (D

B)

RELA

TIVE

HU

MID

ITY

(%RH

)

TOTA

L SE

NSIB

LE

TOTA

L LA

TENT

TOTA

L W

ITH

OU

TSID

E AI

R

NOTES:- THIS SUMMARY IS BEING SUBMITTED IN ACCORDANCE WITH 2020 FLORIDA BUILDING CODE

(7TH EDITION), 2020 ENERGY CONSERVATION CODE (7TH EDITION), SECTION C403.2.1.- SIZING METHOD USED: ASHRAE TRANSFER FUNCTION METHOD.

(PEOPLE/1000 SQ.FT.)OCCUPANCY DENSITY

OUTDOOR AIR SCHEDULEUNIT TAG

PERSONCFM/

FBC-MECHANICAL TABLE 403.3.1.1

(SQ. FT)AREA

(# OF PEOPLE)ZONE MAX OCCUPANCY

AREACFM/

AC-1 OFFICE 5 5 0.061453 7 124

USEZONE

PROVIDEDOA CFMPER SEC.

OA CFM

403.2 *O.A. CFMREQUIRED

TOTAL

175

S

R PHOTOELECTRIC DUCT SMOKEDETECTOR R=RETURN S=SUPPLY

SENS SENSIBLE

MBH THOUSAND BTU PER HOUR

EF EXHAUST FAN

CU CONDENSER

AC AIR CONDITIONER

LEGENDT

SYMBOL DESCRIPTION

H

THERMOSTAT CONTROL

HUMIDISTAT

ROUND INSULATED FLEXIBLE DUCT

FIRE DAMPER

CD CONDENSATE

UC UNDERCUT DOOR

TG

SUPPLY DIFFUSER

EA SOFFIT LOUVER

TRANSFER GRILLE (ABOVE DOOR)

EF- EXHAUST FAN WITH DESIGNATION

RETURN AIR GRILLE

OA SOFFIT LOUVER

OR

DUCT TRANSITION

INLINE FAN

RECTANGULAR OR ROUND SUPPLYOR RETURN DUCT (AS NOTED)

MANUAL VOLUME DAMPEROR

MOTORIZED DAMPERM

450

DIFFUSERTYPE

CFM

DIFFUSER OR GRILLE DESIGNATION

ELBOW WITH TURNING VANES

ROOF TOP UNITRTU

CONDENSATE DRAINCD

SMOKE DETECTORSD

MINIMUM CIRCUIT AMPSMCAOUTSIDE AIR

DRY BULB/WET BULB

KW

DB/WB

OA

KILOWATT

CUBIC FEET PER MINUTE

AIR HANDLER

CFM

AHU

PTAC PACKAGE TERMINAL AIR CONDITIONER

DUCTSOX

SUPPLY AIRSA

EXHAUST AIREA

RETURN AIRRA

LIGHT DASHED INDICATES EXISTING

DARK DASHED INDICATES EXISTING

DARK SOLID INDICATES NEW

HATCHED ITEMS INDICATES EQUIPMENT TO BE REMOVED AND RELOCATED

EQUIPMENT RELOCATED

EQUIPMENT

EQUIPMENT

DEMO

NOT IN CONTRACT (N.I.C.)

S TEMPERATURE SENSOR

SD

AC-107 1453 95 80 75 60 35.9 13.6 49.5 31 14.2

AC-107/CU-107 1200 125 .5 95 80 67 35.9 49.5 1 19.8 1 1.4 1/6 208/1 26/40 1/2 9.0 1 208/1 54/60 4 TRANE/CARRIER/LENNOX

UNIT 107

RESTROOM

102

M

24"x

12"

16"x

12"

400

400

400

400

800 80050

CDCD

EF-1

CU-107

8"Ø

WALLCAP

6"Ø

3TYP.

2TYP.

T

4

1

9

34" CD 10

7

AC-107 5

8

6

11

1/4" = 1'-0"MECHANICAL PLAN

N.T.S.

TYPICAL DUCT /DIFFUSER DETAIL

AIR FLOW

DUCT SUPPORTDAMPER OPERATOR SHALL

BE ACCESSIBLE. PROVIDEEXTENSION THRU INSULATION

PROVIDE SADDLESUPPORT

SUPPORT FROMSTRUCTURE

INSULATEDFLEX DUCT

SPIN-IN FITTING WITHSCOOP AND VOLUMEDAMPER

DUCT CLAMP

SUPPORT FROMSTRUCTURE

SUPPLY AIRDUCT

DIFFUSER

CEILING

INSULATE BACK OF ALL AIRDISTRIBUTION DEVICES

M2

EADUCT

(4 REQUIRED)VIBRATION ISOLATORS,PROVIDE 1/2" RODS AND

FLEXIBLE

FAN GRILLE

CONNECTION (TYP.)

CEILING

DISCONNECTSWITCH

N.T.S.

(CEILING)EXHAUST FAN DETAILM3

N.T.S.DUCT SUPPORT DETAIL

DUCT SCHEDULETYPE

HANGERDUCT DIMENSIONS

INCHESAUP TO 18

A/B19 TO 30B30 TO 60

NOTE:8'-0" MAX HANGER SPACING

TYPE 'A'

TYPE 'B'

SECURE TO STRUCTUREABOVE AS RECOMMENDEDBY SMACNA

1" 22 GA GALV.METAL STRAP

SHEET METAL SCREW,RIVET OR BOLT TOBOTH SIDES OF DUCT.

112"x11

2"x18"

GALVANIZEDANGLE

HANGER RODSIZE: 14"

SECURE TO STRUCTUREABOVE AS RECOMMENDEDBY SMACNA

M4

N.T.S.

INSULATEDPIPE HANGER DETAIL

M-D009

SIZES UP TO 3"SINGLE

MULTIPLE

PIPE

PIPE SADDLE(TYP.)

ALL INSULATION PASSESTHRU HANGER UNBROKEN LOCKNUT (TYP.)

UNISTRUT ORANGLE IRON

WASHER (TYP.)

PIPE SADDLE(18 GA., 18" LONG)

ATTACH TOSTRUCTURE

CONTINUOUSTHREADED RODU-BOLTPIPE INSULATIONPIPE

M6

N.T.S.

CONDENSATE DRAINP-TRAP DETAIL

NOTE:1. FILL TRAP MANUALLY ON INITIAL START-UP.2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE.3. A = 11

2 TIMES FAN SUCTION S.P.B = 12" PLUS FAN DISCHARGE S.P.

4. ALL CONDENSATE PIPING TO BE COPPER.5. INSULATE ALL DRAIN LINES WITH 34" ARMAFLEX

BA

SLOPE TODRAIN

DRAIN PANCASING SLEEVE

AIRHANDLERUNIT

UNION

THREADED CAP WITH 12"ØHOLE DRILLED IN TOP,

HAND TIGHTENED.

THREADED CAP,HAND TIGHTENED

12" EXTENSION PIPEWITH THREADED CAPAT END

FLOAT SWITCH INSECONDARY DRAIN LINETO DISABLE AHU SHOULDSECONDARY DRAIN LINEACCUMULATE WATER.

M7

SECURE ANGLEIRON TOSTRUCTURE

SD

FLOAT SWITCH

BEYOND AHUEXTEND 4"

COIL SECTION

SECTIONFILTER

CONNECTION (TYP)FLEXIBLE DUCT

AIR DUCTOUTSIDE

DAMPERRETURN AIR W/

AIRSUPPLY

DRAIN PAN

W/ DAMPER

N.T.S.

SUSPENDED AIRHANDLING UNIT

P-TRAP

M1

N.T.S.

CONDENSING UNITSUPPORT DETAIL

CONDENSER

2'

4'

4" ANGLE IRON,ANCHOR TO WALL.

WALL MOUNTEDDISCONNECT, NEMA 3R

14 " x 30" x 30"

PLATE

REFRIGERANT PIPING.MOUNT ON WALL ONUNISTRUT SUPPORT

20 GAUGE SHEET METALENCLOSURE. PAINT TO

MATCH EXTERIOR.

1 " ANCHOR BOLTSINTO WALL, 4 EA SIDE

2 "x 2" PLATE

L 4x4x38

CARBON STEEL

METAL STUD

M5

~5" DRAINABLE

SECURE TO WALL

LINTEL

DUCT

BIRDSCREEN

LOUVER (MIN.)

LOUVER FRAME

EXISTING WALL

CAULK ALLAROUND

CAULK

RAIN SILL

N.T.S.

LOUVER DETAILTYPICAL WALLM8

1. INSTALL NEW EXHAUST FAN. SEE DETAIL.

2. SIZE FLEX DUCT BASED ON SCHEDULE PROVIDED.

3. INSULATE BACK OF ALL DIFFUSERS.

4. MOUNT THERMOSTAT AT 48" ABOVE FINISHED FLOOR.

5. SUSPEND AC UNIT FROM STRUCTURE. SEE DETAIL.

6. PROVIDE 12"x12" E.A. WALL OUTLET OR SOFFIT.

7. PROVIDE 12"x12" O.A. LOUVER.

8. PROVIDE MOTORIZED AND MANUAL DAMPER IN O.A. DUCT.

9. ROUTE REFRIGERANT PIPING OVERHEAD TO CONDENSER UNIT.

10. ROUTE 3 4" CONDENSATE DRAIN TO EXTERIOR GREEN AREA/DRYWELL.

11. MOUNT CONDENSER UNIT ON WALL SUPPORT AND ANCHOR TO STRUCTURE.

#PLAN NOTES

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M-2AJB

MEC

HAN

ICAL

PLA

N

JMFDAD

M

WC-1

LAV-1

EX 1" CW EX 2 12 "CW

1"

1" CW DNTO HEADER

IWH-1

4"3"

WC-1

LAV-1

EX 3" VTR

FCO

ECO

REVIEW SET


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P-1IO

PLU

MBI

NG P

LANS

JMFDAD

PROVIDE THE FOLLOWING:SCOPE OF WORK

CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS AS REQUIRED TO PROVIDE ACOMPLETE AND OPERATIONAL PLUMBING SYSTEMS AS INDICATED ON THE DRAWINGS.CONTRACTOR SHALL COORDINATE ALL HIS WORK WITH ALL OTHER TRADES.

SPECIAL PROVISIONSALL WORK SHALL BE IN COMPLIANCE WITH THE 2020 FLORIDA BUILDING CODE (7THEDITION), 2020 FLORIDA BUILDING CODE - PLUMBING (7TH EDITION), 2020 FLORIDAENERGY CONSERVATION CODE (7TH EDITION), ORDINANCES AND REGULATIONS OF THELOCAL AUTHORITY HAVING JURISDICTION.

SHOP DRAWINGSBEFORE PURCHASE OR FABRICATION OF EQUIPMENT AND WITHIN 30 DAYS OF AWARDOF GENERAL CONTRACT, CONTRACTOR SHALL SUBMIT TO THE ARCHITECT/ENGINEERFOR APPROVAL, 3 COPIES OF SHOP DRAWINGS FOR ALL EQUIPMENT AND MATERIALS.SHOP DRAWINGS SHALL INDICATE WORKING AND ERECTION DIMENSIONS, ELECTRICALCHARACTERISTICS (VOLTS, PHASE AND AMPS), LOCATION AT WHICH MATERIALS ANDEQUIPMENT ARE TO BE INSTALLED AND OTHER ESSENTIAL DATA. PARTIAL ORINCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ANY MATERIAL USED WITHOUTAPPROVAL WILL BE REJECTED. PROVIDE SUBMITTALS ON ALL ITEMS EXCEPT PIPING.SUBMIT SHOP DRAWINGS TO ELECTRICAL CONTRACTOR FOR APPROVAL ANDCOORDINATION.

MATERIALSMATERIALS, UNLESS OTHERWISE NOTED, SHALL BE NEW, FREE OF DEFECTS AND INACCORD WITH FOLLOWING SCHEDULES AND PARAGRAPHS. THE APPROVAL OF ANYMATERIALS WILL NOT BE CONSIDERED AS ACCEPTANCE OF WORK WHERE INSTALLED IFSUCH MATERIALS PROVE DEFECTIVE. WHERE NO SPECIFIC WEIGHTS OR GRADES ARESPECIFIED, MATERIALS SHALL BE OF THE GENERALLY ACCEPTED STANDARD WEIGHTAND GRADE.

DRAIN, WASTE AND VENT PIPINGSANITARY PIPING SHALL BE SCHEDULE 40 PVC IN CONFORMANCE WITH ASTM F1488.

WATER SYSTEM (DOMESTIC PIPING)ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER WITH SWEATEDCONNECTIONS. BELOW GROUND PIPING SHALL BE TYPE "K" COPPER WITH SWEATEDCONNECTIONS. PIPING SHALL BE IN CONFORMANCE WITH ASTM B88A. SOLDER JOINTS WITH FREE FLOWING SOFT LEAD FREE SOLDER (95

5) PER ASTM B32B. PIPING SHALL BE TESTED HYDROSTATICALLY AT A PRESSURE OF 150 PSIG.C. AFTER COMPLETION OF WORK, THE PIPING SHALL BE FLUSHED AND STERILIZED IN

ACCORDANCE WITH THE FLORIDA BUILDING CODE.D. CPVC MAY BE USED.

INSTALLATION PIPE SHALL BE CUT ACCURATELY TO MEASUREMENTS ESTABLISHED ATTHE JOB SITE AND WORKED INTO PLACE WITHOUT FORCING, PROPERLY CLEARING ALLWINDOWS, DOORS, AND OTHER OPENINGS. PIPES SHALL HAVE BURRS REMOVED BYREAMING AND SHALL BE SO INSTALLED AS TO PERMIT FREE EXPANSION ANDCONTRACTION WITHOUT DAMAGE TO JOINTS OR HANGERS.

OPERATION AND MAINTENANCE INSTRUCTIONCOMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS MANUALS FOR EACH PIECEOF EQUIPMENT, BOUND IN BOOK FORM, SHALL BE PREPARED. OPERATINGINSTRUCTIONS EXPLAINING PREVENTIVE MAINTENANCE PROCEDURES, METHODS OFCHECKING THE SYSTEM FOR NORMAL SAFE OPERATION, AND PROCEDURE FOR SAFELYSTARTING AND STOPPING THE SYSTEM SHALL BE PREPARED AND INCLUDED WITH THEMANUALS.

GUARANTEE AND WARRANTIESA. FURNISH OWNER WITH A WRITTEN GUARANTEE PROTECTING THE OWNER FROM

COSTS DUE TO POOR WORKMANSHIP AND FAULTY MATERIALS OR EQUIPMENT FOR APERIOD OF ONE (1) YEAR FROM DATE OF ACCEPTANCE.

B. FURNISH OWNER WITH ORIGINAL EQUIPMENT FACTORY WARRANTIES.

* ANY CHANGES TO THESE DOCUMENTS BASED ON CONTRACTOR REQUESTED REVISIONSSHALL BE CONSIDERED ADDITIONAL SERVICES.



PLUMBING SPECIFICATIONS

TMX

GWH GAS WATER HEATER

THERMOSTATIC MIXING VALVE

GAS SERVICE

GREASE WASTEGW

SANITARY SEWERSS

VENT THROUGH ROOFVTR

RAIN WATER LEADERRWL

ROOF DRAINRD

STORM DRAIN

MIXING VALVE

EXTERIOR CLEANOUT

WALL CLEANOUT

FLOOR CLEANOUT &

HI-TEMP HOT WATER PIPING

CHECK VALVE

GATE VALVE OR BALL VALVE

CONDENSATE DRAIN PIPING

COLD WATER PIPING

HOT WATER PIPING

VENT PIPING

SANITARY WASTE PIPING

DRAWING LEGENDDESCRIPTION

WCO.

FCO/ECO

DETAIL

CONNECT TO EXISTING

SS

CW

HW

140°

HWR

CD

SD

(TEMPERED) HOT WATERRECIRCULATION PIPING

DEMO

NOT IN CONTRACT (N.I.C.)

COMPRESSED AIR

FLOOR DRAIN

FLOOR SINK

INSTANTANEOUS WATER HEATERMARK

GALLONSSTORAGE

TEMP ELEMENTKW PER

ELEMENTSNUMBER

KWTOTAL RECOVERY

(GPH) @ 100°F MANUFACTURE / MODEL NOTEEFFICIENCYTHERMAL

PHASEVOLTAGE/

IWH-1 Ø 110°F 3.0 1 3.0 120/1 Ø 97% EEMAX OR EQUAL SEE BELOW

NOTES:1. COORDINATE SELECTION WITH OWNER.2. IWH SHALL BE INSTALLED AT A LOCATION NOT WITHIN TOE

AND/OR KNEE CLEARANCES REQUIRED BENEATH LAVATORYFOR ACCESSIBILITY TO INDIVIDUALS WITH DISABILITIES.

NOTESMODELMANUFACTURE /

WASTEHWPIPE SIZE

CWACCESSORIESDESCRIPTION /EQUIPMENT

PLUMBING FIXTURE SCHEDULEVENT

WC-1WATER CLOSET

ADA(17" HIGH)

PLASTIC ELONGATED SEAT,FLOOR MOUNTED

TANK TYPE3/4" - 3" 2"

KOHLER/AMERICAN STANDARDOR EQUAL

SEEBELOW

LAV-1LAVATORY

WALL HUNGADA

VITREOUS CHINASINGLE LEVER FAUCET

ADA TYPE1/2" 1/2" 2" 1-1/2"

KOHLER/AMERICAN STANDARDOR EQUAL

SEEBELOW

NOTES:1. PROVIDE SHUT OFF VALVES AND P-TRAPS AT ALL PLUMBING FIXTURES.2. PROVIDE HANDICAP FIXTURES IN ALL HANDICAP DESIGNATED

RESTROOMS.3. ROUTE 58" DRAIN, 38" HW TO ALL DISHWASHERS FROM NEAREST SINK.

CONTRACTOR TO PROVIDE A SEPERATE COST FOR ALL PLUMBING FIXTURES IN BID PACKAGE.OWNER TO MAKE FINAL SELECTION OF FIXTURES. (CONTRACTOR TO COORDINATE WITH OWNER).

4. PROVIDE PRESSURE BALANCING VALVE AND ANTI SCALD DEVICE FOR ALLSHOWERS AND TUBS.

5. COORDINATE SINK SIZE WITH CABINET INSTALLER.6. PROVIDE ULTRA-COMPACT THERMOSTATIC MIXING VALVE, WITH

TEMPERATURE GAUGE, FOR ALL LAVATORIES AND HAND SINKS, ASMANUFACTURED BY WEBSONE.

TAG

N.T.S.

TANKLESS WATERHEATER MOUNTING DETAIL

MOUNTUNGBRACKET

ANCHOR HEATERTO WALL W/ 12"CONCRETE INSERTS

DIELECTRICCOUPLING

TO PANELSQUARE D MD3604XDISCONNECT SWITCH

P1

N.T.S.

FLOOR CLEANOUT DETAILP-D006

FLOW

PLUG IF ENDOF LINE

CLEANOUT PLUG ANDBODY. SEE SPECS.

ADJUSTING COLLAR

RISER1

8 BEND FULLSIZE, 4" MAX.

COVER

FIN. FLOOR

P3

FOR WALL CONST.SEE ARCH. DWGS.

PLUG

SCREWCOUNTERSUNK

CLEANOUT

ACCESS COVERPOLISHED S.S.

LENGTH TO SUIT

1/8 BEND AT END

WASTE LINE w/

OR VENTAS WASTE

CLEANOUT

MAY EXTEND

TEE

WASTE LINE

OF LINE CLEANOUT

WALL CLEANOUT DETAILN.T.S.

P

P2

N.T.S.

INSULATEDPIPE HANGER DETAIL

M-D009

SIZES UP TO 3"SINGLE

MULTIPLE

PIPE

PIPE SADDLE(TYP.)

ALL INSULATION PASSESTHRU HANGER UNBROKEN LOCKNUT (TYP.)

UNISTRUT ORANGLE IRON

WASHER (TYP.)

PIPE SADDLE(18 GA., 18" LONG)

ATTACH TOSTRUCTURE

CONTINUOUSTHREADED RODU-BOLTPIPE INSULATIONPIPE

P4

LAV-1

WC-1M

NTSWATER RISER

LAV-1

WC-1

NTSSEWER RISER

FCO

ECO

3" VTR

3"

3"

4"

4" 4"

1/4" = 1'-0"WASTEWATER PLAN

1/4" = 1'-0"PLUMBING WATER PLAN

1" HEADER

EX. 1" CW

1"IWH-1

WCO

REVIEW SET

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Ramon Alejandro Regalado56511

This item has been electronically signedand sealed by Ramon Alejandro Regalado,PE #56511. On October 5, 2021, using aDigital Signature. Printed copies of this



N.T.S.EQUIPMENT NAMEPLATE

E-D101

AHU-X480V, 3Ø

FED FROM "NDH1-4"

AHU-X480V, 3Ø

FED FROM "NDH1-4"

TYPICAL EQUIPMENT

116" THICK WHITE PLASTICWITH COLORED FACE PERSPECIFICATIONS.

12" HIGH LETTERING FOR

PANELBOARD NAME.1

4" HIGH LETTERING FORREMAINING TEXT.ADHESIVE BACKING WHENINSTALLED IN CONDITIONEDSPACES.EQUIPMENT NAME.

EQUIPMENT VOLTAGEAND PHASE.EQUIPMENT SOURCE(PANEL & CIRCUIT)

FASTEN WITH BRASSSCREWS WHEN LOCATEDIN NON-CONDITIONED OREXTERIOR SPACES

1" M

IN.

2.5" MIN.

E2N.T.S.NAMEPLATE

E-D102

PANEL "XXXX"120/208V, 3Ø, 4W

FED FROM PANEL "XXXX"VIA T-XXX

PANEL "XXX"277/408V, 3Ø, 4W

FED FROM PANEL "XXXX"

TYPICAL 120/208V PANELBOARD

TYPICAL 120/208V PANELBOARD

12" HIGH LETTERING

FOR PANELBOARDNAME

14" HIGH LETTERING

FOR REMAINING TEXT

116" THICK WHITE PLASTICWITH COLORED FACE PERSPECIFICATIONS

PANELBOARD NAME

PANELBOARD VOLTAGE

PANELBOARD SOURCE

1" M

IN.

2.5" MIN.

PANELBOARDE3

54"

N.T.S.MOUNTING HEIGHT DETAIL

E-D100

42" A.F.F. W/ 36" COUNTER,39" A.F.F. W/ 30" COUNTER,48" A.F.F. WITHOUT COUNTEROR AS NOTED ON PLANS.

EXITF

78" M

AX.

TO T

OP

DEV

ICE

36" A

FF

PANELBOARD

WALL MOUNTED LIGHT FIXTURESAS NOTED ON PLANS

6" A

FC

DUPLEX RECEPTACLE

1

1

℄90

"

CENTER BETWEEN DOOR AND CEILING(COORDINATE WITH ARCHITECT)

℄

CENTER OVER DOOR(WHERE APPLICABLE)

℄

48"

FINISHED FLOOR

℄

SWITCHFA PULL STATION

FIRE HORN (OR CHIME) & LIGHT80" AFF FROM BOTTOM OF DEVICE.

TELEVISIONOUTLET

CLOCKOUTLET

80"

℄

VOLUME CONTROL

REMOTE TEST

TELEPHONEOUTLET

COMPUTER OUTLET

℄

18" A

FF

℄

SPECIAL POWER OUTLETTELEPHONE OUTLET

DUPLEX RECEPTACLE

E1

N.T.S.COVERPLATE

E-D102

DEVICE

PANEL-CIRCUIT

PANEL-CIRCUIT

12" HIGH P-TOUCH LABEL,

BLACK TEXT ON CLEARBACKROUND COLOR

RECEPTACLE

COVER PLATE

SWITCH

COVER PLATE


PANEL NAME ANDCIRCUIT NUMBER


PANEL NAME ANDCIRCUIT NUMBER

12" HIGH P-TOUCH LABEL,

BLACK TEXT ON CLEARBACKROUND COLOR

E4

DUPLEX RECEPTACLEDUPLEX RECEPTACLE MOUNTED ABOVE COUNTERDUPLEX GFI RECEPTACLEDUPLEX GFI RECEPTACLE MOUNTED ABOVE COUNTER

QUAD RECEPTACLE

J-BOX

EXHAUST FAN MOTOR

HOME RUN

EF

LIGHTING SEQUENCE OF OPERATION CALLOUT

ELECTRICAL LEGEND, ABBREVIATIONS, NOTES, AND SPECIFICATIONSELECTRICAL SPECIFICATIONS

GENERAL NOTES

LEGEND

SHEET NOTE CALLOUT

REVISION REFERENCE

#

#INDICATES LIGHTING FIXTURE TYPEINDICATES SWITCH DESIGNATIONINDICATES CIRCUIT NUMBER

aA

14

SINGLE POLE SWITCH - TOGGLE TYPE - MOUNT 48" AFF. SUBSCRIPT INDICATES AS FOLLOWS:

(a) FIXTURES CONTROLLED BY SWITCH(3) 3-WAY(D) DIMMING

WALL MOUNTED OCCUPANCY SENSOR SWITCH

MOTOR RATED SWITCH - 1 OR 2 POLE 30 AMP WITH INTEGRAL THERMAL OVERLOADS

BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, RECESSED MOUNTED

FIXTURES WITH DIAGONAL SHADING DENOTES EMERGENCY FIXTURE WITH INTEGRAL 1400 LUMEN BATTERY PACK. (NL INDICATES NIGHT LIGHT)

DATA/COMM OUTLET WITH FLUSH MOUNTED 4" SQUARE SINGLE GANGE JUNCTION BOX 18"AFF UNLESSNOTED OTHERWISE. EXTEND 1" CONCEALED CONDUIT TO ABOVE ACCESSIBLE CEILING ANDSTUB-OUT WITH PLASTIC BUSHING OR AS NOTED. INSTALL PULL WIRE

ABBREVIATIONSKCMIL THOUSAND OF CIRCULAR MILSKVA KILOVOLT-AMPERESKW KILOWATTLTG LIGHTINGMCM THOUSANDS OF CIRCULAR MILSMCB MAIN CIRCUIT BREAKERMCP MOTOR CIRCUIT PROTECTIONMCU MASTER OR MOTOR CONTROL UNITMH METAL HALIDEMLO MAIN LUG ONLYN NEUTRALNA NOT APPLICABLENEC NATIONAL ELECTRIC CODENEMA NATIONAL ELECTRICAL MANUFACTURERS ASS.NF NON-FUSEDNFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACTNL NIGHT LIGHTO.C. ON CENTERP POLEPNL PANELBOARDPVC POLYVINYL CHLORIDERGS RIGID GALVANIZED STEELRM ROOMRTU ROOF TOP UNITSPEC SPECIFICATIONSS SYPER SAVER OR STAINLESS STEELTBB TELEPHONE/COMPUTER TERMINAL BOARDTYP TYPICALUON UNLESS OTHERWISE NOTEDV VOLTSVAV VARIABLE AIR VOLUMEVFD VARIABLE FREQUENCY DRIVEW WIREWP WEATHERPROOF

A AMPERESAC ALTERNATING CURRENT OR AIR CONDITIONERADA AMERICANS W/ DISABILITIES ACTAFC ABOVE FINISHED COUNTERAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITAIC AMPS INTERRUPTING CAPACITYAWG AMERICAN WIRE GAUGEC CONDUITCATV CABLE TELEVISIONCH COUNTER HEIGHTCOND CONDUITCU COPPER OR CONDENSER UNITDISC DISCONNECTECB ENCLOSED CIRCUIT BREAKEREF EXHAUST FANELEC ELECTRICALEM EMERGENCYEMS ENERGY MANAGEMENT SYSTEMEMT ELECTRICAL METALLIC TUBINGETR EXISTING TO REMAINEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREX EXISTINGEXIST EXISTINGFA FIRE ALARMFACP FIRE ALARM CONTROL PANELG GROUNDGFI GROUND FAULT INTERRUPTERGND GROUNDGRC GALVANIZED RIGID CONDUITHVAC HEATING, VENTILATING AND AIR CONDITIONINGJ JUNCTIONKAIC (THOUSAND) AMPERE INTERRUPTING CAPACITY

FUSED DISCONNECT SWITCH

INTERIOR WALL MOUNTED FIXTURE

EMERGENCY LIGHT WITH BATTERY BACKUP - DUAL HEAD

COMBINATION EXIT / EMERGENCY LIGHT WITH BATTERY BACKUP

2'x4' RECESSED FIXTURE



GENERAL1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 NATIONAL ELECTRICAL CODE (N.E.C.), 2020 FLORIDA ENERGY CONSERVATION CODE

(7TH EDITION), ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS.2. ALL WIRE SHALL BE COPPER TYPE "THHN" FOR SIZES UP TO #8 AND TYPE "THW FOR #6 AND LARGER (UNLESS OTHERWISE NOTED). MINIMUM

WIRE SIZE SHALL BE #12 AWG.3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SHALL BE SIZED AND BONDED IN

ACCORDANCE WITH ARTICLE 250 OF THE N.E.C.4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYP E.M.T. WITH STEEL SET SCREW CONNECTORS AND COUPLINGS. ALL CONDUIT

INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BESCHEDULE 40 PVC. ALL CONDUITS SHALL BE CONCEALED.

5. CONTRACTOR TO COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTINGFIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION.

6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL, CIVIL AND STRUCTURAL DRAWINGS AND FIELDCONDITIONS FOR ALL DIMENSIONS.

7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLSTO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDEWORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TOSATISFY THE DESIGN INTENT IN THE WORK AND TO COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS.

8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS AND OUTLETS, LOCATIONS OF SWITCHES PANEL BOARDS, CONDUITSAND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSION IS REQUIRED. CONDUIT RUNS AND GROUNDING ARE SHOWNDIAGRAMMATICALLY ONLY. FIELD VERIFY ACTUAL ROUTING OF CONDUITS.

9. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE FIRE RATING OF THEASSEMBLY PER U.L. AND NFPA.

10. THE WORK SHALL INCLUDE REVISIONS, DEMOLITION, MODIFICATIONS AND REWORK OF THE EXISTING FACILITY AND SYSTEMS AS REQUIREDFOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALLALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS, FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN INSERVICE, IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION,EXISTING DEVICES OR EQUIPMENT. EXISTING CONDUIT WIRING SHALL BE REROUTED AND CONNECTED WHERE NECESSARY.

11. EACH BIDDER SHALL INSPECT THE SITE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TOOBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO MEET EXISTING CONDITIONS INPERFORMING THE WORK UNDER THIS CONTRACT.

12. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITY OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGSTO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEWWORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED BECAUSE OF THIS CONTRACTORS FAILURE TO INSPECT EXISTINGCONDITIONS AT THE SITE OF THE WORK.

13. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT.

CUTTING AND PATCHING1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY

THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAINAPPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR.

2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE STRENGTH OF THE STRUCTURE WILL NOT BEENDANGERED. WHEREVER POSSIBLE, OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SAW OR ROTARY COREDRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATEPROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND TO PREVENT DUST FROM SPREADING TO ADJACENTAREAS.

3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRYCONDUIT AND WIRING, THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE CIRCUITRY CONDUIT AND REWIRINGAND TO COMPLETE THE CIRCUITRY AS REQUIRED AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL BEPROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION WORK IS FINISHED.

4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND MOISTURE PROTECTION SHALL FIRST BE INSTALLED ASREQUIRED AND AS SPECIFIED IN THESE SPECIFICATIONS.

5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR,THE OPENING AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPOXY OR SILICONE BASED, NON-CRACKINGELASTOMERIC SEALANT.

PAINTING1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE

NEW CONSTRUCTION. CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS PREVIOUS.

ACCEPTANCE TESTING1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION

IN ACCORDANCE WITH INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE ALLSYSTEMS READY FOR OPERATION AND TO HAVE AN ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THESUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST INREMOVAL OF PANEL FRONTS, ETC., TO PERMIT INSPECTION AS REQUIRED.

AS-BUILT DRAWINGS1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF CONSTRUCTION "AS-BUILTS" BLUE LINE PRINTS

WHICH SHALL BE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL CONTRACT DRAWINGS, INCLUDING ADDENDAAND CHANGE ORDERS IN ACCORDANCE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS SHALL BE KEPT ONTHE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TOMAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE.

PROTECTION1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE MATERIALS AND RUBBISH CAUSED BY HIS WORK OR

EMPLOYEES. UPON COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN REQUESTED BY THEARCHITECT/ENGINEER, THE CONTRACTOR SHALL REMOVE ALL SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THEOPERATION, AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, INSOFAR AS THE WORK OF THE CONTRACT ISCONCERNED, IN A NEAT, CLEAN, AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ENGINEER. EQUIPMENT, LIGHTINGFIXTURES, MATERIALS AND ACCESSORIES SHALL BE THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS.

2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO BE PERFORMED IN FINISHED/OCCUPIED SPACES, TOPREVENT DAMAGE TO ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY TO BUILDING OCCUPANTS AND THEPUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; AND TOPREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT.

3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BERESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL ALSO INCLUDE THE PATCHING OFEXISTING ROADWAYS (PAVED OR IMPROVED), PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK PROVIDED BY THECONTRACTOR. PATCH WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTINGFINISHES.

1. ALL ELECTRICAL CONDUITS SHALL CARRY A SEPARATE GREEN INSULATED COPPER WIRE SIZED PER NEC UNLESS OTHERWISE INDICATED INTHE DRAWINGS.

2. COORDINATE ELECTRICAL REQUIREMENTS FOR ALL EQUIPMENT TO BE INSTALLED BY OTHER TRADES.3. MULTIWIRE BRANCH CIRCUITS IN A SINGLE CONDUIT RUN SHALL BE ALLOWED. WIRE SIZES MIGHT REQUIRE UPSIZING FOR CONDUITS

CONTAINING MORE THAN 3 CURRENT CARRYING CONDUCTORS, AS REQUIRED BY THE DERATING GUIDELINES OF ARTICLE 310.15 IN THE 2017NEC.

4. BRANCH CIRCUIT FEEDER WIRE AND CONDUIT SIZES ARE INDICATED ON PANEL SCHEDULES.5. RESTROOM EXHAUST FANS SHALL BE CONTROLLED BY RESTROOM LIGHT SWITCH.6. REFER TO MECHANICAL PLANS FOR EXACT LOCATIONS AND REQUIREMENTS OF MECHANICAL EQUIPMENT.7. EXIT AND EMERGENCY LIGHTING SHALL BE CONNECTED AHEAD OF LOCAL SWITCH.8. OWNER SHALL HAVE FINAL APPROVAL OF LIGHT FIXTURE SELECTION.9. FIRE ALARM DESIGN BY OTHERS. CONTRACTOR SHALL PROVIDE AND SUBMIT FULL SET OF FIRE ALARM DRAWINGS, DESIGNED, SIGNED AND

SEALED BY A FLORIDA LICENSED ENGINEER.10. COORDINATE SIGN LIGHT LOCATION WITH OWNER/ARCHITECT.11. EXTERIOR LIGHTING SHALL BE CONTROLLED BY PHOTOCELL.12. CONTRACTOR SHALL ENGAGE THE MANUFACTURERS FACTORY-AUTHORIZED SERVICE REPRESENTATIVE TO INSPECT COMPONENTS AND

FUNCTION OF LIGHTING CONTROL SYSTEM INSTALLED. REPRESENTATIVE SHALL BE RESPONSIBLE FOR THE FUNCTIONAL TESTING AND SHALLPROVIDE DOCUMENTATION TO THE CODE OFFICIAL CERTIFYING THAT THE INSTALLED LIGHTING CONTROLS MEET THE PROVISIONS OF THE 7THEDITION OF THE FLORIDA BUILDING CODE ENERGY CONSERVATION SECTION C405 AND C408.3.1. REPRESENTATIVE SHALL BE INDEPENDENTFROM DESIGN OR CONSTRUCTION TEAM. APPROVED MANUFACTURERS ARE WATT STOPPER OR CRESTRON.

13. WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL BE PROVIDED TO THEBUILDING OWNER, INCLUDING A SINGLE LINE DIAGRAM OF THE BUILDING'S ELECTRICAL DISTRIBUTION, AS REQUIRED PER THE 7TH EDITIONOF THE FLORIDA BUILDING CODE - ENERGY CONSERVATION C405.5.4.1.

14. AN OPERATING MANUAL AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER, PER 7TH EDITION OF THE FLORIDABUILDING CODE - ENERGY CONSERVATION C405.5.4.2.INCLUDE AT A MINIMUM THE FOLLOWING:a) SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE.b) OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE

MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED.c) NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY.

15. PROVIDE FAULT CURRENT MARKER PER NEC 110.24 AND ARC-FLASH DECALS PER NEC 110.16.16. ALL LIGHTING SHALL BE CONTROLLED BY OCCUPANCY SENSORS, AS MANUFACTURED BY WATT STOPPER DLM SERIES OR EQUAL BY CRESTRON,

UNLESS NOTED OTHERWISE. RESTROOMS SWITCHES SHALL BE 2-POLE (SINGLE BUTTON), EXHAUST FANS SHALL CONTINUE TO RUN 5 MIN(ADJUSTABLE) AFTER LIGHT SHUTS OFF. OCCUPANCY SENSORS TO BE DUAL TECHNOLOGY UNLESS NOTED OTHERWISE. CONTRACTOR SHALLCONSULT REPRESENTATIVE FOR TYPE AND PLACEMENT OF OCCUPANCY SENSORS AND PROVIDE SHOP DRAWINGS.

17. AT LEAST 50% OF ALL 125 VOLT 15- AND 20-AMPERE RECEPTACLES, INCLUDING THOSE INSTALLED IN MODULAR PARTITIONS, INSTALLED INPRIVATE OFFICES, OPEN OFFICES AND COMPUTER CLASSROOMS, SHALL BE CONTROLLED BY AN AUTOMATIC CONTROL DEVICES THAT SHALLFUNCTION ON AN OCCUPANT SENSOR THAT SHALL TURN RECEPTACLES OFF WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING A SPACE.

18. THIS PROJECT IS IN COMPLIANCE WITH 7TH EDITION FBC-EC C405.5.3 & NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTHDISTRIBUTION PANEL & DOWNSTREAM BRANCH CIRCUITS.

19. RECEPTACLE AND LIGHTING BRANCH CIRCUITS CONDUCTORS SHALL BE SIZED FOR A 3% MAXIMUM VOLTAGE DROP FROM THE SERVICE PANELTO THE LOAD. CONDUCTOR SIZES SHALL BE UPGRADED BASED ON RUN LENGTH AS FOLLOWS:

FEEDER LENGTH BELOW 56' #12 AWGFEEDER LENGTH BELOW 93' #10 AWGFEEDER LENGTH BELOW 144' #8 AWGFEEDER LENGTH BELOW 229' #6 AWG(20 AMP FEEDERS UPGRADED ABOVE #10AWG, SHALL BE DOWN SIZED TO #10AWG IN A JUNCTION BOX LOCATED WITHIN 8' OF DEVICE)INCREASE CONDUIT PER NEC AS REQUIRED.EQUIPMENT FEEDERS HAVE BEEN SIZED FOR A MAXIMUM 2% VOLTAGE DROP FROM MAIN SERVICE TO THE PANELS.

20. AFTER WALLS ARE FRAMED, MARK ALL OUTLET, DATA, SWITCH, ETC. LOCATIONS ON THE GROUND AND CONFIRM LOCATION AND MOUNTINGHEIGHTS WITH OWNER PRIOR TO ANY CONDUIT, ETC. IS INSTALLED.

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DATE

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SHEET NO.:

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REVISIONS


21142

OCTOBER 5, 2021

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Ramon Alejandro Regalado56511

This item has been electronically signedand sealed by Ramon Alejandro Regalado,PE #56511. On October 5, 2021, using aDigital Signature. Printed copies of this



AUTO ON/OFF

LIGHTING CONTROL SEQUENCEOF OPERATION SCHEDULEDESCRIPTIONTAG

SWITCH SHALL TURN LIGHT ON FOR A MAXIMUM OF 2 HR.

1/4" = 1'-0"ELECTRICAL PLAN

1. PROVIDE ALL EMERGENCY DEVICES WITHBATTERY BACKUP

2. EXIT SIGNS SHALL BE PROVIDE WITH ARROWSAS DIRECTED ON PLANS.

3. CONTRACTOR SHALL COORDINATE ALLRECESSED LIGHTING WITH CEILING TYPESAND PROVIDE DRYWALL KITS AS REQUIRED.

4. CONTRACTOR SHALL COORDINATE ALLEXTERIOR FIXTURE FINISHES WITHARCHITECT/OWNER PRIOR TO PURCHASING.

5. ALL LIGHTING SHALL BE CONTROLLED BYWATTSTOPPER DLM SYSTEM OR EQUAL BYCRESTRON.

MARK DESCRIPTIONQTY.

LAMPSWATTS TYPE

DIFFUSER MOUNTING VOLTAGE MANUFACTURER

NOTES:

LIGHTING SCHEDULE

A 2x4 RECESSED LED FIXTURE 50 LED 3500K RECESSED UNV WILLIAMS LP-24-l62/835-DIM-UNV

XE COMBINATION EXIT/EMERGENCY LIGHT W/ BACKUP 5 LED WALL/CEILING UNV BEGHELLI PCH-R-SAE EMERGENCY LIGHT WITH BACKUP 7 LED WALL/CEILING UNV BEGHELLI TA-LED-ECO-SE-UNV

REMARKS:- PROVIDE GROUND BUS & NEUTRAL BUS.- PROVIDE TYPE WRITTEN DIRECTORY.- CONTRACTOR SHALL CONFIRM HVAC CIRCUIT BREAKER

REQUIREMENTS BEFORE PURCHASING.- HEAT/COOLING LOADS ARE MUTUALLY EXCLUSIVE.

TOTAL

DESIGN LOADDFLFCONN. LOADEQUIPMENT SERVED

1

CKT. BKR.KVA POLE/TR Ø N GND CBRANCH CKT

NOTESCKTNO. Ø

AMPS

CNO.CKT BRANCH CKT

GNDNØPOLE/TRKVA

CKT. BKR.

ABC

357

1513119

CBA

CBA

CBA

CBA

CBA

CBA

25272931

23211917

4139373533

2

3436384042

18202224

32302826

10121416

864

EQUIPNO. EQUIPMENT SERVED EQUIP

NO. EQUIPMENT SERVED NOTESTYPE

PANEL TYPE:PANEL LOCATION:FED FROM SOURCE:

TYPE

BUS AMP RATING:

MAIN TYPE:

VOLTAGE:PHASE:WIRE:

LUG LOCATION:MOUNTING:AIC RATING:

MAIN AMP RATING:

NOTES:TC - WIRE THROUGH CONTACTORHACR - HACR TYPE BREAKERLO - LOCKOUT BREAKERGFCI - GND FAULT CURRENT

INTERRUPT CIRCUIT BREAKERIG - ISOLATED GROUNDWIF - WALK IN FREEZERWIC - WALK IN COOLER

CONNECTION TYPER - RECEPTACLEL - LIGHTINGH - HVAC/EWHK - KITCHEN EQUIPMENTM - MISC.

PANEL:120/208

34

P7SQ-D OR EQUAL

UNIT 107METER CENTER

225 A200 AMLO

TOP OR BOTTOMSURFACE

22,000

SPD * 3/30 10 10 10 3/4"1010

RECEPTACLES (FIRST 10 KVA) 1.62 1.00 1.62RECEPTACLES (REMAINING KVA) 0 0.50 0LIGHTING 1.65 1.25 2.06HVAC/EWH 10.0 1.00 10.0

13.738

L SIGN LIGHT 1.20 1/20 12 12 12 1/2"L GENERAL/ EMERGENCY .450 1/20 12 12 12 1/2"

H IWH HACR 3.00 1/30 10 10 10 3/4"H AC-107 HACR 10.0 2/60 6 - 10 3/4"

6

INTERIOR LIGHTING POWER DENSITYENERGY USE VS. ALLOWANCE SUMMARY - FBC C405.3.2

OPEN OFFICE

TOTAL

ALLOWANCE LUMINARIESAREA

(Sq.Ft.)ALLOWED(W/Sq.Ft.)

ALLOWEDWATTS

# TYPE WATTDESIGNED

WATTSDESIGNED(W/Sq.Ft.)

1,453 0.79

1147

6 A 50 3001147

335 0.23

AREA

1 B 35 35

MPANEL

P7225 AMP MLO120/208 VOLT

3Ø-4WAIC: 65,000

(4) #3/0 AWG CU, (1) #6 AWG CU G, 2.5" CUTILIZE EXISTING 2.5" CONDUIT AND EXTENDTO NEW PANEL LOCATION AS REQUIRED.

EXISTING METER AT METER CENTER WITH 200A MCB. GROUNDINGSYSTEM IS PROVIDED AT THE METER CENTER IN COMPLIANCE WITHNEC ARTICLE 250. (NOTE: METER CENTER IS APPROXIMATELY 150'NE OF UNIT. CONTRACTOR SHALL CONFIRM AND COORDINATE.)

N.T.S.ELECTRICAL RISER DIAGRAM

H CU-107 HACR 5.00 2/50 8 - 10 3/4"8

R OPEN OFFICE .540 1/20 12 12 12 1/2"R OPEN OFFICE .540 1/20 12 12 12 1/2"R RESTROOM .180 1/20 12 12 12 1/2"R PHONE BOARD .360 1/20 12 12 12 1/2"

B 2' WALL MOUNTED LED 35 LED 3500K DIFFUSER WALL UNV WILLIAMS WMA-2-L40/835-AF-DIM-UNV

SPD

SURGE PROTECTION DEVICE

SPARE 1/20

SPARE 1/20SPARE 1/20SPARE 1/20SPARE 1/20SPARE 1/20

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