tenant improvements for: progresso 837 warehouse€¦ · a-5 c note tag enlarged detail revision...

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SHEET NUMBER

ELEVATION NUMBER

PARTITION TYPE

ABOVE FINISH FLOOR

PARTITION SYMBOL #

4th FLOORELEV. +32.00'ELEVATION

ABOVE N.G.V.D.

WINDOW SYMBOL

ELEVATION 3A-5

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GRID LETTER ON "X" AXIS

GRID NO. ON "Y" AXIS

ROOM NUMBER

ROOM NAME

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ABVACOUSADADJAFFAGGRALUMANCHANODAPPROXARCHASASPHATB/BDBITUMBLDGBMBRKCABCJCLGCCLRCLR OPGCMUCPCOLCONCCONSTCONTCONTRCPTCTDIAMDIMD.OS.DPDRDTLDWGS.DW.EA.E.J.ELECT.ELEV./EL.EQ.EQUIP.EXP.EXPANEXISTFE.FEC.FD.F.F.F.F.E.FHCFIN.FL.FLASH.FLR.FT.FURR.GA.GALVGCGLG.W.B.GYPGYB BDHANDICHB.HC.HD.HDW.HDWD.HGT./HT

ABOVEACOUSTICALAREA DRAINADJACENT/ADJUSTABLEABOVE FINISHED FLOORAGGREGATEALUMINUMANCHORANODIZEDAPPROXIMATE (LY)ARCHITECT (URAL)ACOUSTICAL SEALANTASPHALTACOUSTICAL TILEBOTTOM OFBOARDBITUMINOUSBUILDINGBEAMBRICKCABINETCONTROL JOINTCEILINGCENTERLINECLEARCLEAR OPENINGCONCRETE MASONRY UNITCEMENT PLASTERCOLUMNCONCRETECONSTRUCTIONCONTINUOUSCONTRACTORCARPETCERAMIC TILEDIAMETERDIMENSIONDOOR OPENING SIZEDAMP PROOFINGDOORDETAILDRAWING (S)DRYWALLEACHEXPANSION JOINTELECTRICALELEVATIONEQUALEQUIPMENTEXPOSEDEXPANSIONEXISTINGFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFLOOR DRAINFINISHED FLOORFINISHED FLOOR ELEVATIONFIRE HOSE CABINETFINISHEDFLOORFLASHINGFLOORFOOT, FEETFURRINGGAUGEGALVANIZEDGENERAL CONTRACTORGLASSGYPSUM WALL BOARDGYPSUMGYPSUM BOARDHANDICAPPEDHOSE BIBHOLLOW COREHANDHARDWAREHARDWOODHEIGHT

HM.HOR.H.P.H.V.A.C.

ID.IN.INSULINT.JC.JST.JT.KIT.KO.LAMLPLTLVRMACH.MAX.MECH.MFGR.MIN.MISC.M.O.M.R.MSLMTL.MULLN.I.C.NO.NOM.N.T.S.OCODOPNGOPPPARTNPFSPLPBLGPLASPROJPLYWDPVMTPTP.T.Q.T.REFREINFRESROSANSHTSHTGSIMSPECS.S.STRDT.O.C.T & GTEMPTERRTJTOWTYPUONW/WDWDWWHW/OWSCT

HOLLOW METALHORIZONTALHIGH POINTHEATING, VENTILATING AND AIRCINDITIONINGINSIDE DIAMETERINCHINSULATIONINTERIORJANITOR'S CLOSETJOISTJOINTKITCHENKNOCK-OUTLAMINATELOW POINTLIGHTLOUVERMACHINEMAXIMUNMECHANICALMANUFACTURERMINIMUMMISCELLANEOUSMASONRY OPENINGMOISTURE RESISTANTMEAN SEA LEVELMETALMULLIONNOT IN CONTRACTNUMBERNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROPENINGOPPOSITEPARTITIONPREMOLDED FILLERPLATEPLUMBINGPLASTER, PLASTICPROJECTPLYWOODPAVEMENTPOINTPRESSURE TREATEDQUARRY TILEREFERENCE/REFRIGERATORREINFORCEDRESILIENTROUGH OPENINGSANITARYSHEETSHEATHINGSIMILARSPECIFICATIONSTAINLESS STEELSTANDARDTOP OF CONCRETETONGUE AND GROOVETEMPEREDTERRAZOTOP OF JOISTTOP OF WALLTYPICALUNLESS OTHERWISE NOTEDWITHWOODWINDOWWATER HEATERWITHOUTWAINSCOT

Shop Drawings:

ALL WORK SHALL BE PERFORMED AND COMPLETED IN STRICT ACCORDANCE WITH APPLICABLE BUILDINGCODES AND MANUFACTURER'S RECOMMENDED PROCEDURES FOR THE INSTALLATION OF MATERIALS ANDEQUIPMENT AS REQUIRED TO SATISFY THE DRAWINGS AND THESE SPECIFICATIONS.

BEFORE COMMENCEMENT OF THE WORK, THE CONTRACTOR SHALL VERIFY MEASUREMENTS ANDCONDITIONS AT THE EXISTING BUILDING AND SITE. ANY DIFFERENCES, OR DESCREPENCIES, BETWEENACTUAL MEASUREMENTS AND CONDITIONS FROM THOSE SHOWN ON THE DRAWINGS SHALL BE SUBMITTEDTO THE ARCHITECT FOR CONSIDERATION AND DECISION BEFORE PROCEEDING WITH THE WORK.

THE GENERAL CONTRACTOR SHALL FURNISH OR PROVIDE FOR ALL ITEMS, ARTICLES, MATERIALS,OPERATIONS OR METHODS LISTED, MENTIONED OR SCHEDULED ON THE DRAWINGS AND HEREIN SPECIFIED.

THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL ARRANGEMENT, DESIGN AND EXTENT OF THE WORKAND ARE PARTLY DIAGRAMMATIC. THEY ARE NOT INTENDED TO BE SCALED.

ALL DETAILS AND SECTIONS SHOWN ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLYTO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL ISSHOWN.

IF ANY CLARIFICATIONS OF THE CONSTRUCTION DOCUMENTS ARE REQUIRED, OR ANY DESCREPANCIES ARENOTICED, THEY SHALL BE BROUGHT TO THE ARCHITECTS' ATTENTION FOR FURTHER CLARIFICATION.

CONTRACTOR SHALL OBTAIN THE LATEST SET OF DRAWINGS FROM THE ARCHITECT, INCLUDING ANY DATEDREVISIONS, BEFORE STARTING CONSTRUCTION.

THE CONTRACTOR SHALL COMPLY WITH THE SAFETY REQUIREMENTS OF ALL LOCAL, STATE AND FEDERALLAWS.

PROVIDE ALL SHORING, BRACING AND SHEATHING AS REQUIRED FOR SAFETY AND FOR THE PROPEREXECUTION OF THE WORK.

IN THE PROCESS OF LOCATING INTERIOR PARTITIONS, THE CONTRACTOR RESPONSIBLE SHALL REPORT ANYDIMENSIONAL DIFFERENCES IN THE FIELD FROM THE DIMENSIONS INDICATED ON THE PLANS, BEFOREPROCEEDINGWITH ANY WORK.

WALL THICKNESS DIMENSIONS SHOWN ARE NOMINAL. PLEASE SEE PARTITION DETAILS FOR ACTUALASSEMBLY THICKNESSES.

PROVIDE BACKING IN PARTITIONS AND WALLS, AS REQUIRED, TO SUPPORT SHELVING AND WALL MOUNTEDFIXTURES (SEE BACKING DETAIL IN THE ARCHITECTURAL DETAILS)

1. EXTERIOR DOORS/WINDOWS2. PLUMBING FIXTURES

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THE EXISTING CONCRETE SLAB IS TO BE CUT FOR NEW PLUMBING WHERE NEEDED FOR NEW PLUMBING.1.

ALL WOOD IN CONTACT WITH CONCRETE, OR METAL, SHALL BE PRESSURE TREATED.1.

ANY NEW METAL STUDS USED SHALL BE GALVANIZED.

GALVANIZED METAL STUDS USED AT INTERIOR WALLS SHALL BE 25 GA. (MINIMUM) AT 24" O.C. (MAXIMUM).

HORIZONTAL METAL TRACK RUNNERS SHALL BE USED AT THE TOP AND BOTTOM OF EACH METAL STUD WALL.

ATTACHMENTS FOR METAL STUD FRAMING SHALL BE WITH USE OF SHEET METAL SCREWS AT CODE MINIMUMSPACINGS (MINIMUM). GYPSUM WALLBOARD SHALL BE INSTALLED WITH DRYWALL SCREWS AT CODE MINIMUMSPACINGS.

ATTACHMENTS FOR METAL STUD TRACK RUNNERS TO CONCRETE SHALL BE WITH USE OF APPROPRIATEFASTENERS 2" L. (MIN.) AT 24" O.C. (MAX).

6" GALV. METAL STUDS SHALL BE USED AT ALL PLUMBING WET WALLS TO ALLOW PROPER CLEARANCE FORPIPING 'ROUGH-IN'.

ALL PARTITIONS, WHICH DO NOT RUN FULL HEIGHT, SHALL BE BRACED TO THE ROOF DECK ABOVE AT 48" O.C.(MAX) WITH ANGLED STUD BRACING, STAGGERED SIDE-TO-SIDE. SEE STUD BRACING DETAIL IN THEARCHITECTURAL DETAILS.

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GYPSUM WALLBOARD SHALL BE SCREWED TO METAL STUDS AT MIN. SPACING(S) PER CODE.

PROVIDE MIN. (2) COATS DRYWALL COMPOUND AT ALL JOINTS, WITH SANDING BETWEEN COATS.

TAPE SHALL BE USED AT ALL DRYWALL SHEET SEAMS, AND CORNER BEADS AT ALL EXPOSED CORNERS.DRYWALL J-BEADS SHALL BE USED AT ANY CONDITIONS WHERE DRYWALL END/EDGE IS EXPOSED.

USE MOISTURE RESISTANT AT ALL WET WALL LOCATIONS.

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ALL CUSTOM BUILT MILLWORK SHALL BE BUILT AS PER DETAILS IN THESE PLANS, OR SHOPDRAWINGS SHALL BE PROVIDED FOR OWNER AND ARCHITECT REVIEW.

IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE BACKING AND/OR BLOCKING, ASREQUIRED, FOR INSTALLATION AND SUPPORT OF ALL MILLWORK. SEE BLOCKING DETAIL IN THEARCHITECTURAL DETAILS.

ASSUMPTIONS HAVE BEEN MADE ABOUT THE FABRICATION OF MILLWORK FOR THIS PROJECT.CONTRACTOR SHALL COORDINATE BETWEEEN TRADESMEN (I.E., VERIFY REQUIREMENTS OFCOUNTERTOP INSTALLER, AND PROVIDE FOR SAME IN THE BASE CABINETRY).

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GENERAL NOTES

EXISTING SLAB

WOOD CONSTRUCTION

METAL STUDS

GYPSUM WALLBOARD

MILLWORK

Interior Finish Classification:Group B Non Sprinklered

ALL INTERIOR FINISHES SHALL MEET OR EXCEED THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. THEGENERAL CONTRACTOR SHALL VERIFY THAT EACH FINISH MEETS OR EXCEEDS THESE REQUIREMENTS, PRIORTO ORDERING, OR INSTALLATION.

AS PER THE FLORIDA FIRE PREVENTION CODE (NFPA 101) SEC. 39.3.3.2, AND FBC TABLE 803.9, THE MINIMUMINTERIOR FINISH CLASSIFICATIONS SHALL BE AS FOLLOWS:

ENCLOSED STAIRWAYS: N/A CLASS 'A' OR 'B'EXIT ACCESS CORRIDORS/LOBBIES: N/A CLASS 'A' OR 'B'ROOMS and ENCLOSED SPACES: CLASS 'A', 'B', OR 'C'

FINISHES ARE TO BE SELECTED BY THE OWNER AND/OR TENANT, AND COORDINATED BY THE GENERALCONTRACTOR.

ALL INTERIOR FINISHES SHALL COMPLY WITH FLORIDA BUILDING CODE 2014 ED. CHAPTER 8, SECTION803.1.1, TABLE 803.9 AND CLASSIFIED IN ACCORDANCE TO ASTM 84. FINISH TYPES SHALL BE AS FOLLOWS:

CLASS 'A' FLAME SPREAD 0-25 SMOKE DEVELOPED INDEX 0-450CLASS 'B' FLAME SPREAD 26-75 SMOKE DEVELOPED INDEX 0-450CLASS 'C' FLAME SPREAD 76-200 SMOKE DEVELOPED INDEX 0-450

GENERAL CONTRACTOR SHALL VERIFY THAT ALL SELECTED FINISHES MEET THESE CRITERIA, OR PROVIDESPECIFICATIONS FOR ARCHITECT REVIEW AND APPROVAL.

ALL INTERIOR FLOOR FINISHES SHALL COMPLY THE FLORIDA FIRE PREVENTION CODE (NFPA 101) SEC.12.3.3.5, AND FBC 804.4.1, THE MINIMUM INTERIOR FLOOR FINISH CLASSIFICATIONS SHALL BE AS FOLLOWS:

EXIT ENCLOSURES: CLASS IIEXIT ACCESS CORRIDORS: CLASS IICLASS I, 0.45 WATTS/CM2 OR GREATER; CLASS II, 0.22 WATTS/CM2 OR GREATER.

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HANDICAPPED ACESSIBILITYSEE PLANS, DETAILS, AND SHEET A-5.1 FOR HANDICAPPED ACCESSIBILITY REQUIREMENTS.

CHANGES IN LEVEL AT DOOR THRESHOLDS, OR AT TRANSITIONS BETWEEN FLOORING MATERIALSSHALL BE NO GREATER THAN 1/2 INCH WITH A BEVELED EDGE (WITH A SLOPE NO GREATER THAN1:2). CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL, AND WITHOUT EDGE TREATMENT.

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FIRE ASSEMBLY REQUIREMENTSFIRE RATED SEPARATIONS IS NOT REQUIRED BETWEEN OCCUPANCY GROUP B AND CORRIDOR PER FBC2014 TABLE 1018.1 CORRIDOR FIRE-RESISTANCE RATING. ALSO PER FBC 2014 EXISITNG CODE SECT. 804.1.1FIRE SPRINKLER COVERAGE IS PROVIDED FOR THE STAIRWELL LANDINGS SERVING THE FLOOR AND THEINTERMEDIATE LANDINGS IMMEDIATELY BELOW.

FIRE RATED SEPARATION OF 1 HOUR IS EXISTING FOR THE EXISTING ELEVATOR SHAFT AND EXIT STAIRS.

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ARCHITECTURALA-0.0 COVER SHEETA-0.2 RENDERINGSA-1.0 EXISTING SITE PLAND-1.1 DEMO PLANA-2.0 LIFE SAFETY PLANA-2.1 FLOOR PLANA-2.2 FINISH FLOOR PLANA-2.3 ROOF PLANA-3.1 RESTROOMS & INTERIOR ELEVATIONSA-4.1 REFLECTED CEILING PLANA-5.1 H.C. ACCESSIBILITY GUIDELINESA-5.2 DOOR & WINDOW SCHEDULEA-6.0 EXIST. & PROPOSED SOUTH ELEVATIONA-6.1 EXTERIOR ELEVATIONSA-6.2 BUILDING SECTIONSA-8.1 WALL TYPESA-10.1 UL DETAILS

MECHANICALM-1 MECHANICAL PLANM-2 MECHANICAL DETAILSELECTRICALE-1 ELECTRICAL PLANE-2 SPEC, RISER DIAGRAM & PANEL SCHEDULE

PLUMBINGP-1 PLUMBING PLAN

STRUCTURALS-1.1 FOUNDATION PLANS-1.2 ROOF FRAMING PLANS-2.0 SECTIONS, DETAILS & NOTESS-3.0 SECTIONS, DETAILS & NOTESS-4.0 SECTIONS, DETAILS & NOTESS-5.0 SECTIONS, DETAILS & NOTES

PROJECT SCOPE:A GENERAL DESCRIPTION OF THE WORK IS AS FOLLOWS:

New Work

NEW INTERIOR IMPROVEMENT BASED ONF.B.C. 2014 FOR EXISTING BUILDINGSSECTION 504, ALTERATION LEVEL 2. NEWMECHANICAL, ELECTRICAL, PLUMBING FORMERCANTILE SPACE AND ADA COMPLIANTRESTROOM. NEW FLOOR FINISHES,INTERIOR DRYWALL PARTITIONS,REFLECTED CEILING WITH LIGHTING ANDMECHANICAL.

NEW STOREFRONT SYSTEM WITH IMPACTRESISTANT GLAZING

NEW IMPACT RESISTANT GARAGE DOORS TOREPLACE ON STEEL ROLL UP DOORS

PROJECT TEAM :

GBM ARCHITECTURE, P.A.2801 SW 3RD AVENUE, UNIT F-8FORT LAUDERDALE, FL 33315CONTACT PERSON: JACK [email protected]

FLORIDA FIRE PREVENTION CODE, (2014 ED) CHAPTER 16SAFEGUARDING CONSTRUCTION, ALTERATIONS, ANDDEMOLITIONOPERATIONS

1. PER F.F.P.C. CHAPTER 16 SECTION 16.3.4.1AT LEAST ONE PORTABLE FIRE EXTINGUISHER HAVING ARATING OF AT LEAST 4-A, 30-BC SHALL BE WITHIN A TRAVELDISTANCE OF 75 FT OR LESS TO ANY POINT OF A STRUCTUREUNDER CONSTRUCTION. PERSONNEL NORMALLY ON THECONSTRUCTION SITE SHALL BE INSTRUCTED IN THE USE OFTHE FIRE EXTINGUISHER PROVIDED.

2. PER F.F.P.C. CHAPTER 16 SECTION 16.2.3.1FLAMMABLE OR COMBUSTIBLE LIQUIDS SHALL BE STORED,HANDLED, OR USED ON CONSTRUCTION THE CONSTRUCTIONSITE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OFSECTION 16.2.3.1

Architect:THOMAS E. HENZ, PE, INC.2691 E. OAKLAND PARK BLVD STE 303BFORT LAUDERDALE, FL 33306CONTACT PERSON: DAVID A. SCHMIDT, P.E.954.523.4933 [email protected]

MEP Engineer:

UNISON STRUCTURAL DESIGN LLC2515 N. STATE RD 7, SUITE 207MARGATE, FLORIDA 33063CONTACT PERSON: KERVIN [email protected]

Structural Engineer:

ZONING INFORMATION:LEGAL DESCRIPTION: PROGRESSO 2-18 D LOT 2,3 BLK 257

FOLIO NUMBER: 4942 34 06 2500

PROPERTY OWNER: RECHTER PROGRESSO 83 LLC

PROPERTY ADDRESS: 837 NE 2 AVE FORT LAUDERDALE FL 33304

BUILDING JURISDICTION: CITY OF FORT LAUDERDALE, FL

WATER /WASTEWATERSERVICE PROVIDER: CITY OF FORT LAUDERDALE, FLZONING DESIGNATION: NWRAC-MUneLAND USE DESIGNATION: GENERAL BUSINESSBUILDING HEIGHT: EXISTING +/- 15'-6" A.F.F.SITE AREA: 6,375 S.F.

BUILDING INFORMATION:

APPLICABLE CODE(S): FLORIDA BUILDING CODE - 2014BROWARD COUNTY WITH ALLSTATE & LOCAL AMENDMENTS

FLORIDA ACCESSIBILITY CODE - 2014FLORIDA ENERGY CONSERVATION - 2014FLORIDA FUEL GAS CODE - 2014FLORIDA MECHANICAL CODE - 2014FLORIDA PLUMBING CODE - 2014FLORIDA TEST PROTOC0LS CODE - 2014NATIONAL ELECTRICAL CODE - 2014

FLORIDA FIRE PREVENTION CODE - 2012

TYPE OF CONSTRUCTION: TYPE III-B (NON SPRINKLERED)EXISTING OCCUPANCY : MERCANTILE "M"PROPOSED USE: MERCANTILE "M"PROPOSED TENANT IMPROVEMENTS: 2,413 SF

CLASSIFICATION OF HAZARD OF CONTENTS: ORDINARY HAZARD ASDEFINED IN NFPA SECTION 6.2.2.3

FBC TABLE 503: ALLOWABLE BUILDING HEIGHTS AND AREAS:PROPOSED GROUP

MHEIGHT (ft)

STORY

AREA

TYPE OF CONSTRUCTIONTYPE III-B (NON SPRINKLERED)

55' ALLOWED 12' - 4" EXISTING2 ALLOWED 1 EXISTING

12,500 (2) PER/STORY

FBC TABLE 601:FIRE RESISTANCE RATING REQ. FOR BLDG. ELEMENTS(HRS.)

BUILDINGELEMENTS

FIRE RATINGREQUIRED

FIRE RATING PROVIDED

STRUCTURAL FRAME(INCL. COLUMNSGIRDERS, TRUSSES)

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0FLOOR CONSTRUCTION

FIRE SPRINKLERS REQUIRED : NO PROVIDED : NOFIRE ALARM REQUIRED :NO PROVIDED : NOFBC TABLE 1004.1.2 MAXIMUM FLOOR AREA ALLOWANCESPER OCCUPANTS:FUNCTION OF SPACE OCCUPANT LOAD FACTOR

GROUP "M" MERCANTILE : SQUARE FEET : DIVISOR : OCCUPANT :ENTIRE FLOOR M USABLE : 2413 60 41

OCCUPANTS PER S.F. = 41 OCCUPANTSCHAPTER 4 FIXTURES, FAUCETS AND FIXTURE FITTINGSFBC PLUMBING TABLE 403.1 MINIMUM NUMBER OF REQUIREDPLUMBING FIXTURES: 575SF/60=10 1097SF/300=4 14 PEOPLEFOR BUSINESS AND MERCANTILE OCCUPANCIES WITH AN OCCUPANT LOAD OF 15 OR FEWER, SERVICE SINKS SHALL NOT BE REQUIRED.FBC PLUMBING 403.2 SEPARATE FACILITIES. EXECPTIONS: 3. SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES INWHICH THE MAXIMUM OCCUPANT LOAD IS 100 OR FEWER

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Florida Building Code 5th Edition (2014) Existing Building

SECTION 301 COMPLIANCE METHODS301.1.2 Work area compliance method

SECTION 504 ALTERATION—LEVEL 2504.1 Scope.

Level 2 alterations include the reconfiguration of space, the addition or elimination of any door or window, the reconfiguration or extension of any system, or the installation of any additional equipment.

7,309 SF EXISTING FIRST FLOOR TOTAL INCLUDING 835

CLASSIFICATION OCCUPANCY DESCRIPTION WATER CLOSETS1PER 500

MALE FEMALE

LAVATORIES1 PER 750

MALE FEMALE

WATERFOUNTAIN

MERCANTILE M RETAIL/STOR. 1 REQUIRED

REQUIRED 1 MALE / FEMALE

PROVIDED

1 REQUIREDEACH

1 REQUIREDEACH

1 MALE 1 FEMALE

1 MALE 1 FEMALE

1 MALE 1 FEMALE

1 REQUIRED

1 PROVIDED

COPYRIGHT C 2017gbm architecture, paALL RIGHTS RESERVED. THIS DOCUMENTDESIGN, OR PARTS THEREOF, MAY NOT BEREPRODUCED IN ANY FORM WITHOUTWRITTEN CONSENT from gbm architecture pa

DRAWING ISSUE DATES:

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PERMIT NO.DATEPROJECT

2 8 0 1 SW 3rd Avenue, Unit F 8Fort Lauderdale, Florida 33315

t : 9 5 4. 7 1 3. 6 1 0 1c : 9 5 4. 8 1 2. 6 6 8 0E: [email protected]: www.gbmarchitecture.com

DATE:FL. REG. # AR93354

Gregory b. Molina

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Project Description

TENANT IMPROVEMENTS FOR:PROGRESSO 837

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EXISTING ELEVATION

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LOT 3, BLOCK 257

LOT 2, BLOCK 257

LOT 1, BLOCK 257

LOT 48,

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LOT 47,

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ADJACENT BUILDING

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EXISTING BUILDING = 1778 SQ.FT

EXISTING BUILDING = 682 SQ.FT

EXISITNG OAK TREE

EXISITNG MANGO TREE

PARKING REQUIREMENTS

NWRAC-MUneExempt for development between 0 and 2,500 grosssquare feet in area. All development greater than2,500 gross square feet shall be required to provide60% of the parking space requirements for uses asprovided in Table 1.

BUILDING 837 2,413 S.F.FIRST 2,500 EXEMPT 2,413 S.FRetail sales & service (1 PARK/250 S.F.) 0 S.F./250 = 00 SPACES (60% = 0 SPACE REQUIRED) 0 SPACES REQUIRED

TOTAL PARKING SPACES REQUIRED 0

EXISTING TOTAL PARKING SPACES 0

H.C. ACCESSIBLE SPACES 0

LOADING ZONE REQUIREMENTS

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11-17-17SCALE: 1/8" = 1'-0" 02Site Plan SCALE: 12" = 1'-0" 01Parking

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PROJECT SCOPE:A GENERAL DESCRIPTION OF THE WORK IS AS FOLLOWS:Demolition

REMOVE EXISITNG LOBBY INTERIOR PARTITION WINDOWS, PARTITION WALLS,FLOORING, PLUMBING FIXTURES, METAL / ACOUSTICAL CEILINGS, AND LIGHT FIXTURES- AS INDICATED ON THIS SHEET

EXISITNG CEILING FIRE PROTECTION TO REMAIN IN PLACE UNTIL REVIEWED BYARCHITECT AND LOCAL BUILDING AUTHORITY. APPROPRIATE NEW FIRE PROTECTIONMETHOD TO BE REVIEWED AND DISCUSSED ONCE THE FIRST LAYER OF CEILING HASBEEN REMOVED



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Demo Keynotes

REMOVE EXISTING OVERHEAD GARAGE DOORS

REMOVE EXISTING DOORS

PRESSURE CLEAN EXISITING CONCRETE FLOORS

REVOVE EXISITNG ELECTRICAL SERVICE

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SCALE: 1/4" = 1'-0" 03Demo Plan Demo Notes 01

1. THE CONTRACTOR WILL BE HELD TO HAVE EXAMINED AND UNDERSTAND THE SCOPE OF WORK, FIELDCONDITIONS, DIMENSIONS AND CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE IN PERFORMINGTHE CONTRACT. HE WILL CONFIRM THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TOPROCEEDING. NO ALLOWANCE WILL BE MADE SUBSEQUENTLY ON BEHALF OF CONTRACTOR FOR ANY ERRORTHROUGH NEGLIGENCE ON HIS PART IN EXAMINING PREMISES.

2. DRAWINGS WILL DEPICT THE GENERAL DIMENSIONS OF THE BUILDINGS.

3. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THE ARCHITECT AWARE OF ANY QUESTIONS ORDISCREPANCIES REGARDING THE SCOPE OF WORK, EXISTING CONDITIONS, AND/OR INTENT. A WRITTENCLARIFICATION FROM THE ARCHITECT IS REQUIRED PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

4. THE CONTRACTOR SHALL COORDINATE WITH ALL UTILITIES, WHICH WILL REQUIRE TEMPORARYINTERRUPTION OF BUILDING MECHANICAL OR ELECTRICAL SYSTEMS. A WRITTEN METHOD OF PROCEDUREWILL BE REQUIRED FROM THE CONTRACTOR PRIOR TO COMMENCING WITH WORK.

5. INSTALL ALL SHORING AND BRACING IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESSOTHERWISE NOTED OR WHERE LOCAL CODES AND/OR REGULATIONS TAKE PRECEDENCE.

6. THE CONTRACTOR SHALL ARRANGE, APPLY AND PAY FOR ALL NECESSARY PERMITS, INSPECTION,EXAMINATION AND FEES OR CHARGES REQUIRED BY ANY OF THE PUBLIC AUTHORITIES HAVINGJURISDICTION. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITHTHE MINIMUM STANDARDS AS SET FORTH BY ALL APPLICABLE LOCAL AND FEDERAL CODES, REGULATIONSAND ORDINANCES. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING AND COMPLYING WITH ALL LAWS,ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THEPERFORMANCE OF THE WORK.

7. ALL WORK (BOTH TEMPORARY AND PERMANENT) SHALL COMPLY WITH ALL APPLICABLE OSHAREQUIREMENTS.

8. ALL ELECTRICAL/TELEPHONE CONDUIT AND/OR PLUMBING WITHIN THE DEMOLISHED PARTITIONS SHALL BEREMOVED UP TO THE POINT WHERE IT IS NO LONGER EXPOSED AND CLEAR OF NEW WORK. PROPERLY CAPAND TERMINATE AS PER CODE.

9. MAINTAIN THE EXISTING BUILDING IN A SAFE AND WEATHER-TIGHT CONDITION THROUGHOUT THECONSTRUCTION PERIOD. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING EXTERIOR WALLS BYSHORING AND BRACING AS REQUIRED AND UPON COMPLETION OF WORK REPAIR ANY DAMAGE THAT MAYOCCUR DURING CONSTRUCTION AT NO COST TO THE OWNER.

10. THE CONTRACTOR SHALL KEEP ALL AREAS FREE FROM THE ACCUMULATION OF CONSTRUCTION DEBRIS.NO STOCK PILING OF DEBRIS WILL BE ALLOWED ON SITE. ALL DEBRIS SHALL BE REMOVED FROM SITE ON ADAILY BASIS AND PLACED IN WASTE CONTAINERS FOR PROPER REMOVAL. CONTRACTOR SHALL BERESPONSIBLE FOR DISPOSAL OR RECYCLING OF ALL DEMOLISHED MATERIALS, AND BE RESPONSIBLE FORALL ASSOCIATED TIPPING FEES AT THE LANDFILL.

11. THE CONTRACTOR SHALL PERFORM HIGH QUALITY PROFESSIONAL WORK.

12. STRUCTURAL COMPONENTS OF THIS BUILDING SHALL NOT BE ALTERED IN ANY WAY. PROVIDE ADEQUATESHORING AND BRACING WHEN REMOVING INTERIOR FLOORS AND WALLS.

13. GENERAL CONTRACTOR SHALL HAND NOTATE ON DEMOLITION DRAWINGS ANY "AS-BUILT" INFORMATIONOF INTEREST TO THE OWNER.

14. ARCHITECT AND OWNER'S REPRESENTATIVE SHALL HAVE THE RIGHT TO REJECT DEMOLITIONPROCEDURES PROPOSED BY THE CONTRACTOR.

15. CONTRACTOR SHALL PROTECT FROM DAMAGE EXISTING EXTERIOR ENCLOSURE INCLUDING ROOF ANDWINDOWS.

16. CONTRACTOR SHALL TURN THE PROJECT OVER TO THE OWNER FREE FROM ALL CONSTRUCTION DEBRIS,SCRAPS, MATERIAL AND EQUIPMENT.

17. AVOID EXCEEDING ALLOWABLE FLOOR LOADING CAPACITY AT ANY LOCATION BY ANY CONSTRUCTIONPROCESS AND SPECIFICALLY BY THE MOVING AND STORAGE OF CONSTRUCTION MATERIALS OR OPERATIONOF ANY HOIST, VEHICLE OR CRANE DEVICE.

18. WHERE CUTTING AND/OR PATCHING IS REQUIRED, THE CONTRACTOR SHALL PROTECT ADJACENT WORK.

19. WHERE APPLICABLE PROVIDE TEMPORARY WEATHER TIGHT CLOSURE OF OPENINGS IN EXTERIORENCLOSURE SURFACES. SUCH ENCLOSURE SHALL PREVENT ENTRY OF UNAUTHORIZED PERSONS.

20. IF ASBESTOS IS PRESENT OR SUSPECTED TO BE PRESENT, THE CONTRACTOR MUST FOLLOW EPA,STATE ENVIRONMENTAL AGENCY, AND OSHA REGULATIONS. IF SUSPECT MATERIAL IS NOT TESTED THECONTRACTOR SHALL PROCEED AS IF THE MATERIAL CONTAINS ASBESTOS. FAILURE TO REALIZE THAT ASUBSTANCE CONTAINS ASBESTOS DOES NOT ABSOLVE CONTRACTORS FROM LIABILITY.

21. THE CONTRACTOR SHALL SUBMIT TO THE BROWARD COUNTY - AIR QUALITY DIVISION A COMPLETENOTICE OF ASBESTOS RENOVATION OR DEMOLITION FORM <HTTP://WWW.CO.BROWARD.FL.US/DNI00800.HTM>AT LEAST 10 DAYS IN ADVANCE OF THE PROPOSED DEMOLITION.

22. CONTRACTOR SHALL VERIFY WITH OWNER IF REMOVED EQUIPMENT SHALL BE KEPT, STORED ORDEMOLISHED PRIOR TO PERFORMING ANY DEMOLITION WORK.

23. G.C. TO PROVIDE FUNCTIONING ELEVATOR AT ALL TIMES DURING CONSTRUCTION.

24. EXISTING FIRE DEVICES TO REMAIN. FIELD VERIFY ALL LOCATIONS WITHIN THE WORK AREA. IF DEVICE ISON WALL TO BE REMOVED TEMPORARILY RELOCATE TO CLOSEST WALL OR CEILING SO THAT THE DEVICEREMAINS FUNCTIONAL.

25. THE CONTRACTOR SHALL ENSURE THAT DEMOLITION WORK DOES NOT INTERFERE WITH OR PROHIBITTHE CONTINUING OCCUPATION OF ADJACENT OPERATIONS AND CITY OPERATIONS WITHIN AND AROUND THESTRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO THE SELECTIVE DEMOLITION OF PARTITIONS,ELECTRICAL AND MECHANICAL SYSTEMS. THE CONTRACTOR SHALL INFORM THE OWNER OF A MINIMUM OF 72HOURS OF DEMOLITION ACTIVITIES THAT WILL AFFECT NORMAL OPERATION OF BUILDINGS AND OR CITYSERVICES.

26. THE CONTRACTOR SHALL REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES BY DEMOLITION WORK.

27. THE CONTRACTOR SHALL COORDINATE WITH F.P.L., WATER MANAGEMENT AND ALL CITY AFFECTEDSERVICES ALL DEMOLITION WORK TO PROPERLY PROTECT ALL CITY LINES DURING DEMOLITION WORK.CONTRACTOR WILL BE HELD LIABLE FOR ALL WORK NOT COORDINATED WITH THE CITY PRIOR, DURING, ANDAFTER DEMOLITION WORK HAS BEGUN

STRUCTURAL BRACING CONSIDERATIONS DURING DEMOLITION

1. PRIOR TO DEMOLITION OF FLOORS, WALLS, ETC. CONTRACTOR SHALL SURVEY THE CONDITION OF THEBUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCYOR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURINGDEMOLITION.

2. WALLS SHALL BE BRACED AT EXISTING FLOOR LOCATIONS. THE BRACING SHALL BE CONSTRUCTED SOTHAT BRACING MEMBERS CAN WITHSTAND TENSION & COMPRESSION FORCES.

3. CONTRACTOR IS RESPONSIBLE FOR CONNECTING BRACING TO MEMBERS DESIGNED TO TRANSFER ORRESIST LATERAL LOADS.

4. CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF THE STRUCTURE DURING DEMOLITION.

5. STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF DEMOLITION.CONSTRUCTION SITE SAFETY

Demo Scope 0204

2

3

4

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TOTAL GROSS AREA FOR THIS PROJECT: 2,413 S.F.

TOTAL NUMBER OF INDOOR OCCUPANTS: 2,413/100= 25

OCCUPANCY: GROUP B

FIRE SPRINKLER PROVIDED: NOFIRE ALARM PROVIDED: NO

NUMBER OF MEANS OF EGRESS REQUIRED (per NFPA 7.4.1.1): (2)NUMBER OF MEANS OF EGRESS PROVIDED: (2)

MAXIMUM TRAVEL DISTANCE ALLOWED: (NFPA 38.2.6.3) 300'-0"MAXIMUM TRAVEL DISTANCE FOR THIS PROJECT: 55'-6"

MAXIMUM 'COMMON PATH' ALLOWED LESS THAN 30 PEOPLE:(NFPA 38.2.5.3.1) 100'-0"

MAXIMUM 'DEAD END' ALLOWED: (NFPA 38.2.5.2.2) 20'-0"

MINIMUM CORRIDOR / EGRESS AISLE WIDTH REQUIRED: 44"(FOR AREAS GREATER THAN 50 OCCUPANTS)

MINIMUM AISLE WIDTH REQURIED: 36"(FOR AREAS WITH LESS THAN 50 OCCUPANTS)

FIRE EXTINGUISHERS REQUIRED:(1 F.E. PER 2,500 S.F.) 2,413 S.F. / 2,500= 1NUMBER OF FIRE EXTIGUISHERS PROVIDED: 2

LIFE SAFETY REQUIREMENTS: FBC:

CONSTRUCTION TYPE: TYPE III-A, 100% NON SPRINKLERED

NUMBER OF STORIES: NEW CONSTRUCTION ONE STORYNOTE: ONE FIRE EXTINGUISHER MUST BE LOCATED PER 2500 SQ.FT. OF FLOOR SPACEWITH A MAXIMUM OF 75' FROM ANY ONE POINT IN THE SPACE (SEE FLOOR PLAN FORLOCATION).

FIRE SPRINKLER DRAWINGS:EXISTING BUILDING DOES HAVE FIRE SPRINKLERS

LIFE SAFETY PLAN LEGENDEGRESSD AISLE:INDICATES REQUIRED MEANS OF EGRESS

WALL OR CEILING, MOUNTED EXIT SIGN. PROVIDEDIRECTIONAL ARROW WHERE INDICATED ON PLAN

CEILING / WALL MOUNTED EMERGENCY LIGHT W / BACK-UPBATTERY

WALL MOUNTED FIRE EXTINGUISHER:FIRE EXTINGUISHER MOUNTED TO WALL W/ WALL BRACKET W/MP5 2A-10 BC FIRE EXTINGUISHER

INDICATES EXISITNG 1 HR. FIRE RATED PARTITION

FLORIDA FIRE PREVENTION CODE NFPA 1 (2003 EDITION) 16.3.9.1 THE SUITABILITY, DISTRIBUTION, AND MAINTENANCE OFEXTINGUISHERS SHALL BE IN ACCORDANCE WITH SECTION 13.6 (241:7-7.1) 16.3.9.3 AT LEAST ONE APPROVED FIRE EXTINGUISHERALSO SHALL BE PROVIDED IN PLAIN SIGHT ON EACH FLOOR AT EACH USABLE STAIRWAY AS SOON AS COMBUSTIBLE MATERIALACCUMULATES. (241:7-7.3) 16.3.9.4 SUITABLE FIRE EXTINGUISHERS SHALL BE PROVIDED ON SELF-PROPELLED EQUIPMENT. (241:7-7.4)NFPA 1141 SECTION 10.1.5 (2003 EDITION) AT LEAST ONE PORTABLE FIRE EXTINGUISHER HAVING A RATING OF AT LEAST 4-A:30-B:CSHALL BE WITHIN A TRAVEL DISTANCE OF 75 FT (22.5M) OR LESS TO ANY POINT OF A STRUCTURE UNDER CONSTRUCTION. NFPA1141 SECTION 10.1.5.1 (2003 EDITION) PERSONNEL NORMALLY ON THE CONSTRUCTION SITE SHALL BE INSTRUCTED IN THE USE OFTHE FIRE EXTINGUISHERS PROVIDED.

FLORIDA FIRE PREVENTION CODE NFPA 1 (2003 EDITION) 16.2.3.1.1 STORAGE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS SHALL BE INACCORDANCE WITH CHAPTER 66. 16.2.3.1.2 STORAGE OF CLASS I AND II LIQUIDS SHALL NOT EXCEED 60 GAL (227 L) WITHIN 50 FT (15M) OF THE STRUCTURE. (241:5-5.1.2) 16.2.3.1.3 STORAGE AREAS SHALL BE KEPT FREE OF WEEDS, DEBRIS, AND COMBUSTIBLEMATERIALS NOT NECESSARY TO THE STORAGE. (241:5-5.1.3) 16.2.3.1.4 OPEN FLAMES AND SMOKING SHALL NOT BE PERMITTED INFLAMMABLE AND COMBUSTIBLE LIQUIDS STORAGE AREAS. 16.2.3.1.5 SUCH STORAGE AREAS SHALL BE APPROPRIATELY POSTED AS"NO SMOKING" AREAS. (241:5-5.1.5) 16.2.3.2.1 CLASS I AND CLASS II LIQUIDS SHALL BE KEPT IN APPROVED SAFETY CONTAINERS.(241:5-5.2.1) 16.2.3.2.3 CLASS I LIQUIDS SHALL BE DISPENSED ONLY WHERE THERE ARE NO OPEN FLAMES OR OTHER SOURCES OFIGNITION WITHIN THE POSSIBLE PATH OF VAPOR TRAVEL. (241:5-5.2.3). FLAMMABLE OR COMBUSTIBLE MATERIALS, IF USED DURINGCONSTRUCTION SHALL BE STORED, AND HANDLED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE NFPA AS STATEDABOVE.

FLORIDA FIRE PREVENTION CODE NFPA 1 16.3.7.5 (2003 EDITION) 16.3.7.5.1 IN ALL BUILDINGS OVER ONE STORY IN HEIGHT, AT LEASTONE STAIRWAY SHALL BE PROVIDED THAT IS IN USABLE CONDITION AT ALL TIMES AND THAT MEETS THE REQUIREMENTS OF NFPA101, LIFE SAFETY CODE. (241:7.5.6.1) 16.3.7.5.2 THIS STAIRWAY SHALL BE EXTENDED UPWARD AS EACH FLOOR IS INSTALLED IN NEWCONSTRUCTION AND MAINTAINED FOR EACH FLOOR STILL REMAINING DURING DEMOLITION. (241:7.5.6.2) 16.3.7.5.3 THE STAIRWAYSHALL BE LIGHTED. (241:7.5.6.3) 16.3.7.5.4 DURING CONSTRUCTION, THE STAIRWAY SHALL BE ENCLOSED WHERE THE BUILDINGEXTERIOR WALLS ARE IN PLACE. (241:7.5.6.4)

_

EX

1-hr

PROJECT SCOPE:

Applicable Building Codes:FLORIDA BUILDING CODE 2014 AND ALL STATE AND LOCALAMENDMENTS

FLORIDA BUILDING CODE 2014 TEST PROTOCOLS FOR HIGH-VELOCITY HURRICANE ZONES

FLORIDA BUILDING CODE 2014 CHAPTER 11 FLORIDAACCESSIBILITY CODE FOR BUILDING CONSTRUCTION

FLORIDA BUILDING CODE 2014 CHAPTER 13 FLORIDA ENERGYEFFICIENCY FOR BUILDING CONSTRUCTION

FLORIDA BUILDING CODE 2014 FUEL GAS

FLORIDA BUILDING CODE 2014 MECHANICAL

FLORIDA BUILDING CODE 2014 PLUMBING

FLORIDA FIRE PREVENTION CODE (2012 EDITION)

NFPA 241: STANDARD FOR SAFEGUARDING CONSTRUCTION,ALTERATION, AND DEMOLITION OPERATIONS (2003 EDITION)

A GENERAL DESCRIPTION OF THE WORK IS AS FOLLOWS:Demolition

REMOVE INTERIOR PARTITIONS, FLOORING, PLUMBING FIXTURES, ACOUSTICAL CEILING

New WorkADD EMERGENCY LIGHTS AS SHOWN ON PLAN, NEW SPACE WILL BE RETURN TOOPEN BOX READY FOR FUTURE BUILD OUT, CONTRACTOR TO ADD LIGHTS ASSHOWN ON PLAN, RELOCATED AND SURFACE MOUNT EXISTING ELECTRICAL PANELTO WALL AS INDICATED ON PLAN, CONTRACTOR TO REPORT TO OWNER ORARCHITECT THE CONDITION OF THE EXISTING AC UNIT

5A-

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2A-6.1

2

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Warehouse100

Warehouse101

Men102

Women103

4

A-

6.0

MAX TRAVEL

DISTANCE = 55'-6"

DIAGONAL

72'-0" /2 =36'-0"

48’−9"

37’−2"

FE

FE

EGR

E SS

AIS

LE

36"

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Gregory b. Molina

CONSULTANT

A-2.0

LIFE SAFTEYPLAN

11-17-17

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SCALE: 3/16" = 1'-0" 01LIFE SAFETY PLAN 1

NOTES 0202LIFE SAFETY SCHEDULE

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EX

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EX

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EX

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D-101.2

Men102

Women103

02A-6.2

01A-6.2

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D-100.5

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A

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4

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VIF

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"1’−

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−0 "

VIF

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"1’−

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VIF

10’−0

"1’−

6"

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VIF

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"1’−

2"

1’−6"

VIF

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"

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"

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1

2

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2

2

3

4

5

3

B

B

B

CONSTRUCTION PLAN LEGEND

DENOTES:PARTITION TYPES - REFER TO SHEET A-3.1

WINDOW INDICATOR:WINDOW NUMBER - REFER TO WINDOW SCHEDULE A-5.2

DOOR INDICATOR:DOOR NUMBER - REFER TO DOOR SCHEDULE FOR DIMENSIONSAND DESCRIPTION ON SHEET A-5.2

SECTION/DETAIL MARK:INDICATES 'CUT LINE' FOR WALL SECTION, OR DETAIL NUMBER.SEE DETAIL NUMBER (TOP NUMBER) ON SHEET INDICATED(BOTTOM NUMBER).

INTERIOR ELEVATION:INDICATES INTERIOR ELEVATION. SEE DETAIL NUMBER (TOPNUMBER) ON SHEET INDICATED (BOTTOM NUMBER).

WALL MOUNTED FIRE EXTINGUISHER:FIRE EXTINGUISHER MOUNTED TO WALL W/ WALL BRACKET W/MP5 2A-10 BC FIRE EXTINGUISHER

DENOTED:CHANGE IN FLOOR ELEVATION.

DENOTES:ROOM NAME AND NUMBER.

DENOTES:SLAB ELEVATIONS.

X

1A101

SIM

W-101

D-101

Room name101

1A-3.1

1" STEP DN

CONC. SLAB +0'-0"

FE

SAFEGUARD DURING CONSTRUCTION

· THIS PROJECT SHALL CONFORM TO ALL SAFEGUARD CONSTRUCTION REQUIREMENTS AS PER CHAPTER 33 OF THE 2014 F.B.C. AND ALL PREVAILING CODES UNDER THIS JURISDICTION

· STRUCTURES UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION OPERATIONS, INCLUDING THOSE IN UNDERGROUND LOCATIONS, SHALL COMPLY WITH NATIONAL FIRE PROTECTION ASSOCIATION 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS.

· IN BUILDINGS UNDER CONSTRUCTION, ADEQUATE ESCAPE FACILITIES SHALL BE MAINTAINED AT ALL TIMES FOR THE USE OF CONSTRUCTION WORKERS. ESCAPE FACILITIES SHALL CONSIST OF DOORS, WALKWAYS, STAIRS, RAMPS, FIRE ESCAPES, LADDERS, OR OTHER APPROVED MEANS OR DEVICES ARRANGED IN ACCORDANCE WITH THE GENERAL PRINCIPLES OF NATIONAL FIRE PROTECTION ASSOCIATION 01, LIFE SAFETY CODE®, INSOFAR AS THEY CAN REASONABLY BE APPLIED TO BUILDINGS UNDER CONSTRUCTION.

· PER N.F.P.A. 1141 SECTION 3-9.6 AT LEAST ONE PORTABLE FIRE EXTINGUISHER HAVING A RATING OF AT LEAST 4-A, 30-BC SHALL BE WITHIN A TRAVEL DISTANCE OF 75 FT OR LESS TO ANY POINT OF A STRUCTURE UNDER CONSTRUCTION. PERSONNEL NORMALLY ON THE CONSTRUCTION SITE SHALL BE INSTRUCTED IN THE USE OF THE FIRE EXTINGUISHER PROVIDED.



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Gregory b. Molina

CONSULTANT

A-2.1

FLOOR PLAN

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NO

RTH

02Floor Plan Keynotes

03

01General Notes

Construction Plan Legend

Floor Plan KeynotesNo. Keynote

1 NEW ELECTRICAL METER AND DISCONNECT2 EXISTING GARAGE DOORS TO BE REPLACED WITH NEW ROLL UP DOORS. REFER TO

DOOR SCHEDULE A-5.23 EXISTING GARAGE DOOR TO BE REPLACED WITH NEW IMPACT RESISTANT GLASS

GARAGE DOOR. REFER TO DOOR SCHEDULE A-5.24 NEW HI-LOW DRINKING FOUNTAIN5 NEW SERVICE SINK

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Gregory b. Molina

CONSULTANT

A-2.2

FINISH FLOORPLAN

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SCALE: 3/16" = 1'-0" 01Finish Floor Plan

Room Schedule

Room Number Room Name Floor Finish Base Finish Wall Finish Ceiling Finish Comments

100 Warehouse CC-1 EXPOSED EXPOSED EXPOSED101 Warehouse CC-1 EXPOSED EXPOSED EXPOSED102 Men CT-1 CT-1 GWB GWB103 Women CT-1 CT-1 GWB GWB

02SCHEDULE

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EXISTING ROOF TOREMAIN

NEW ROOF REFER TOSTRUCTURAL DRAWINGS

NEW GUTTERNEW DOWNSPOUT

EXISTING BLOCKWALL BELOW

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Gregory b. Molina

CONSULTANT

A-2.3

ROOF PLAN

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ROOF CODE COMPLIANCE NOTE:THE SPECIFIED ROOF SYSTEM ASSEMBLY, ROOFTOP STRUCTURES AND EQUIPMENT SHALLBE IN FULL COMPLIANCE WITH ALL SECTIONS AND AMMENDENTS OF CHAPTER 15 OF THEFLORIDA BUILDING CODE (LATEST APPROVED EDITION WITH UPDATES).

THE SPECIFIED ROOF SYSTEM ASSEMBLY, ROOFTOP STRUCTURES AND EQUIPMENT SHALLBE IN FULL COMPLIANCE WITH ALL SECTIONS AND AMMENDENTS OF CHAPTER 15 OF THEFLORIDA BUILDING CODE (LATEST APPROVED EDITION WITH UPDATES).

ROOF EQUIPMENT NOTE:

CONSTRUCTION KEY NOTE:FOR A COMPLETE DESCRIPTION OF ALL "LABELED" CONSTRUCTION COMPONENTSON THIS SHEET (INDICATED BY A NUMBER INSIDE AN OVAL), REFERENCE THEINDICATED DIVISION AND NUMBER AS SHOWN IN THE "CONSTRUCTION NOTE KEY"ON ARCHITECTURAL SHEET NUMBER "N1.0".

TO IDENTIFY THE LOCATIONS OF ALL BUILDING AND/OR WALL SECTIONS,SEE THE BUILDING SECTION MARKS SHOWN ON THE FLOOR PLAN ONSHEET A2.0 OR LOWER BEAM PLAN ON SHEET S3.0.

BUILDING SECTION MARKS:

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PAINT FINISH AS PERAPPOVED SAMPLE

WALL TILES ASPER APPOVED

SAMPLE

4

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1

12

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7

10

89

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SAMPLE4

3

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"

45

12

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1

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SAMPLE



SAMPLE

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"


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SAMPLE

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77


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Gregory b. Molina

CONSULTANT

A-3.1

RESTROOMPLANS & ELEV.

11-17-17

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11-17-17SCALE: 3/4" = 1'-0" 02Restroom Restroom Fixture Schedule 01

SCALE: 3/4" = 1'-0" 06Restroom West Elevation SCALE: 3/4" = 1'-0" 05Restroom South Elevation SCALE: 3/4" = 1'-0" 04Restroom East Elevation

SCALE: 3/4" = 1'-0" 03Restroom North Elevation

Plumbing Fixture Schedule

Type Mark TypeManufactur

er Type Comments

1 WaterCloset(ADA)

Kohler Highcrest™ Bowl K-4302 0-White

2 InsulatingJacket

Provide Insulating Jacket for all Pipes Underthe Sink

3 Mens ToiletPaperDispenser

BradleyCorporation

Model 5412 — Recessed

4 42" GrabBar

BradleyCorporation

All grab bar configurations are specifiedusing centerline to centerlinedimensions.

5 36"GrabBar

BradleyCorporation

All grab bar configurations are specifiedusing centerline to centerlinedimensions.

6 LavatoryADA

Kohler Greenwich™ Wall-Mount Bathroom SinkK-2032-NL 0-White Refer to A-5.1/11

7 Lav. Faucet(ADA)

Kohler Coralais® Centerset Bathroom Sink FaucetK-15198-P

8 TowelDispenser

BradleyCorporation

Model 244-10 — Semi-Recessed

9 ADA Mirror BradleyCorporation

740 Fixed Tilted Mirror 18 x 30, GC to MountMirror to Wall before Tile is InstalledFixed Tilt Mirror

10 SoapDispenser

BradleyCorporation

Model 6A01-11—Surface-Mounted

11 CommercialToilet Seat

Kohler Lustra™ Commercial Toilet Seat K-4670-CA-0-White

12 Flush Valve Kohler Tripoint™ DC 1.6 GPF WC FlushometerK-10957 Polished_Chrome

E9-0663

E9-0655

E9-0663

E9-0655

E9-0665

E9-0656

E9-0665

E9-0656

E9-0663

E9-0655

E9-0663

E9-0655

E9-0665

E9-0656

E9-0665

E9-0656

E9-0663

E9-0655

E9-0663

E9-0655

E9-0665

E9-0656

E9-0665

E9-0656

10’−8

"

8’−6" 16’−2 1/2" 16’−2 1/2" 8’−6"

5’−8

"5’

−8"

C

C

D

D

A

A

AA

A

AAA

AA

A A A

BBB

CLG-1

CLG-1

CLG-1

EXP

CONTRACTOR TO PROVIDE J-BOX ANDSUPPORT FOR FUTURE BIG ASS FAN

D

D

8' - 6"

8' - 6"

CONTRACTOR DISTIBUTE RTU EVENLYOVER EXISTING JOIST

CONTRACTOR DISTIBUTE RTU EVENLYOVER EXISTING JOIST

Symbol

CEILING LEGENDDescription

GYPSUM WALLBOARD CEILING:5/8" THICK GYPSUM WALLBOARD PANELSON 20GA 24" ON CENTER GALV. METALSTUD FRAMING

+x'-x'HIGH ACOUSTCEILING

CLG-1

LIGHT FIXTURES

A

C

X

EM

LED DOWNLIGHT:BARN LIGHT RLM SERIES BLE- C - WHS18 - 975 -ST718 - 975 - WC - 975 - CLR - HSC - LED38 -3500K

EXIT SIGN:LITHONIA - EDGR ½ RMR EL

EMERGENCY LIGHT:EMERGENCY LIGHT W/ BACK-UPBATTERY PACK LITHONIA - EU2 LED

TypeSymbol Description

BLED PENDANT MOUNTED LIGHT:LED LIGHT FIXTURE SEE ELECTRICAL

LED WALL DOWNLIGHT:BASELITE CORP: UCR18 LED 21W

DLED WALL PACK:SECURTY LIGHT SEE ELCTRICAL

EXP EXPOSED CEILING:EXPOSED METAL JOIST CEILING. PAINTEDPER OWNER SELECTION

1. PROVIDE AND INSTALL EMERGENCY LIGHTING PER ADA/TITLE 24 REQUIREMENTS

2. FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC. (U.L.) LABELED DEVICES

3. CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THECEILING WORK TO ENSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING, CEILINGSUSPENSION SYSTEMS, ETC, NECESSARY TO MAINTAIN THE FINISHED CEILINGHEIGHTS AS INDICATED ON THE ARCHITECTURAL DRAWINGS

4. LIGHT FIXTURES, EXIT SIGNS, AND OTHER CEILING ELEMENTS SHALL BE LOCATED INTHE CENTER OF INDIVIDUAL CEILING TILES U.N.O. OR AS DIRECTED BY ARCHITECT

5. PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEMMAINTENANCE. VERIFY WITH MANUFACTURER RECOMMENDATIONS, COORDINATEWITH ARCHITECT BEFORE INSTALLATION

6. THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING TYPES,CEILING FIXTURES, FAN MOTORS, AND ASSOCIATED ITEMS. REFER TO ENGINEERINGDRAWING (LIGHTING PLAN) FOR CIRCUITING, WIRING LAYOUT AND ADDITIONALINFORMATION

7. CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS IN CEILING FIXTURELOCATIONS WITH MAIN RUNNERS, DUCTS, ETC. PRIOR TO INSTALLATION

8. CONTRACTOT TO PROVIDE MINIMUM OF ONE CASE/PACKAGE OF CEILING TILESFROM THE SAME LOT NUMBER FOR FUTURE TILE REPLACEMENT FOR EACH CEILINGTILE SPECIFIED

9. ALL CEILING SYSTEMS TO BE INSTALLED PER MANUFACTURER'S INSTALLATIONRECOMMENDATIONS.



SHEET





Gregory b. Molina

CONSULTANT

A-4.1

REF. CEILINGPLAN

11-17-17

PR

OG

RES

SO

837 W

AR

EH

OU

SE

REN

OVATIO

N83

7 N

E 2n

d Av

eFo

rt La

uder

dale

, FL

333

04

170626

11-17-17SCALE: 1/4" = 1'-0" 03Reflected Ceiling Plan 01CEILING NOTES

02RCP LEGEND

NO

RTH

12" min

36" m

in

12" min60

" min

36" min

60" m

in

60" min

WHEELCHAIR TURNING SPACET-SHAPED SPACE FOR 180 DEGREE TURNS

WHEELCHAIR TURNING SPACE60" DIAMETER SPACE

48"

48"

30"

30"10" max

48"

30"

PARALLEL APPROACH

MINIMUM CLEAR FLOOR SPACEFOR WHEELCHAIRS

FORWARD APPROACHSIDE REACH

CLEAR FLOORSPACE-PARALLEL APPROACH

1'-5" MIN.

40"

6"MAX.

9" MIN

.

8"MIN.

2'-3

" MIN

.

2'-5

" MIN

.

2'-1

0" M

AX.

WHITE PLASTICPRE-FITTED INSULATIONWRAPPED DRAIN ANDSUPPLY LINES

SEE PLAN FOR WALLTYPE.

FAUCET

ACCESSIBLE SINK DESIGN LIMITS - NOPORTION OF THE SINK OR PLUMBING MAYCROSS THIS LINE

NOTE:BOTTOM EDGE OF MIRROR'S REFLECTIVE SURFACESHALL BE 40" A.F.F. MAXIMUM. WHERE MIRRORSARE MOUNTED OVER LAVATORIES ONHALF-HEIGHT LEDGES PROVIDE AND INSTALL A 30"WIDE SECTION OF MIRROR FROM 40" A.F.F. TO THEBOTTOM EDGE OF THE LEDGE CAP IMMEDIATELYBEHIND THE LAVATORY. CONTINUE THIS MIRRORAT THE PLANE OF THE EXISTING MIRROR FROMTHE TOP OF THE LEDGE CAP TO THE BOTTOM OFTHE EXISTING MIRROR.

MIRROR- BOTTOM OFREFLECTIVE SURFACE40" A.F.F. MAX.

SINK

MIRROR ABOVE SEENOTE

SHOWER SEAT DESIGN

1 1/2 " max.

(38)

1'-4" max.

1 1/2 " max.

(33∅)

(38)

1'-11" max.

(582)

1'-3" max.

FULL DEPTH OF STALL

(3∅5)

(84∅ - 915)

2'-7" - 3'-

∅"

36" BY 36" (915mm BY 915mm) STALL

4'-

∅" max.

CONTROL WALL

(122∅)

(965)

3'-2" max.

SEAT WALL

1'-6"

(455)

BACK

AREA

(455)

CONTROL

1'-6"

2'-7" - 3'-

∅"

(84∅ - 915)

1'-6"

(455)

4'-0"

MAX.

TYPICAL FORWARD REACH ACCESS

TOILET ACCESSORIES

2'-0"

1'-4"

19"m

in.

2'-0"

1'-0"

4'-10

"

1'-6"

2'-10

" TYP

.GR

AB B

ARHE

IGHT

1'-6"

1'-6"

1'-0"

6" 3'-0"

HC TOILET

URINALS

ELONGATED RIMHC URINALSTANDARD

URINAL

1'-6"

3'-6" 2'-6"1"2'-6" 1"1"

4'-0"

MOU

NTIN

G HE

IGHT

@ C

ONTR

OLS

MAX.

3'-6"3'-0"6"

12"

4'-6"

MAX.

TYPICAL SIDE REACH ACCESS

1'-7"

MIN.

1'-7"

MIN.

6'-0"

MIN

.1'-

6"

PURSE SHELFMOUNTEDBETWEEN 40" AND48" A.F.F (TO TOPOF SHELF)ONLY.

2'-10

" TABLE MOUNTED SOTHAT HEIGHT OF DECKIN OPEN POSITION IS34" A.F.F MAXIMUM

FULL LENGTHMIRROR 24x60

FEMININE NAPKINDISPOSAL,SURFACE

PAPERTOWELDISP,SURFMOUNTED

WASTERECEPTACLE

HANDDRYER TOILET

SEATCOVERDISP.

BABYDIAPERDISPENCER

PAPERTOWELDIP. ANDWASTERECEPTACLE

PAPERTOWELDIP. ANDWASTERECEPTACLE

ACCESSIBLE ANDTACTILE SIGNAGE AND LIGHT

FIRE HORN

extinguisher cabinetSemi-recessed fire

than 4" from face ofshall not project more

Centerline of handle

FIRE EXTINGUISHERCABINET

finish wall.

PULL STATIONFIRE ALARM

<

<

<<

5'-0

" 7'-4

"

3'-6

"M

ax

48"

Max

27" o

r bel

ow

54" m

ax

any width

30" m

in

48" min

10" m

ax

30" min

27" o

r bel

ow

48" m

ax

see plans

6" min

48"

48"

30" min

20"m

ax

24" m

ax

mor

e th

an 2

4"

20"m

ax

Elevation

basepost andoptional

*

Plan

base

Elevation

optionalpost and

*

Plans

MOUNTING HEIGHTSAND CLEARANCESFOR TELEPHONESSIDE REACHPOSSIBLE

MOUNTING HEIGHTSAND CLEARANCESFOR TELEPHONESFORWARD REACHREQUIRED

* NOTE: Height to highestoperable parts which areessential to basic operation oftelephone.

NOTE: AT LEAST ONE TELEPHONE PER FLOOR WILLMEET THE REQUIREMENTS FOR A FORWARD REACH.

17"-19"

8" min

36" m

ax

27" m

in

6" max

9"m

in

24" max

30" m

in

30" min

48" m

in

1'-3

"

2'-1

1"

2'-8

1/2

"

1'-6"

4'-0" MIN.

17"-19"

SPOUT HEIGHT AND KNEE CLEARANCEDRINKING FOUNTAINS AND WATER COOLERS

NOTE: Equipment permitted in shaded area.

CLEAR FLOOR SPACEDRINKING FOUNTAINS AND WATER COOLERS

FREE-STANDING FOUNTAIN OR COOLERDRINKING FOUNTAINS AND WATER COOLERS

NOTE: Provide Paper Cup Dispenser For Hi-Lo Drinking Fountain Accessibity

Y = 4

8" m

in

48" min

Y = 4

2" m

in

48" min

X=24" min

Y = 4

2" m

in

Y

X

X=24" min

54" min

60" m

in

X

48" m

in

Pull Side

NOTE: Y = 54" minimum if door has closer.

NOTE: All doors in alcoves shall complywith the clearances for front approaches.

NOTE: All doors in alcoves shall complywith the clearances for front approaches.

NOTE: X = 36" minimum if y = 60";X = 42" minimum if Y = 54".

has closer.minimum if doorNOTE: Y = 48"

Pull Side Push Side

and closer.

NOTE: Y = 48"minimum if doorhas both a latch

Push Side

NOTE: All doors in alcoves shall complywith the clearances for front approach.

DOOR CLEARANCE REQUIREMENTS

NOTE: X = 12" if doorhas both a closer and

18" min

24" preferred

latch.

Pull Side Push Side

48" m

ax

21" max

9" m

in

adju

stab

le ra

nge

48" m

ax

21" max

54"

9"

10" max 30"

STORAGE CLOSETSSTORAGE SHELVES HIGH AND LOW SIDE REACH LIMITSSIDE REACH

highest reach

low

est r

each

poin

t

point

9" M

IN.

6" MIN.

ACCESSIBLE

BRAILLE

5'-0"

TO

FINI

SHED

FLO

OR

ALL CAPS, RAISED 1/32" MIN.

5" TO LATCHMIN.

6" M

IN.

6" M

IN.

7 1/16"

6 15

/16"

6" MIN.

8" M

IN.

8" M

IN.

ADA SIGNAGE SHALL BE MOUNTED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. SIGNS SHALL BEMOUNTED SO THAT A PERSON MAY APPROACH WITHIN 3 INCHES OF THE SIGN WITHOUT ENCOUNTERINGPROTRUDING OBJECTS OR STANDING IN THE SWING OF THE DOOR

ALL CAPS, RAISED 1/32" MIN.ALL CAPS, RAISED 1/32" MIN. BRAILLE

MENBRAILLE

5'-0"

TO

FINI

SHED

FLO

OR

5'-0"

TO

FINI

SHED

FLO

OR

5'-0"

TO

FINI

SHED

FLO

OR

NO SMOKINGWOMEN

PROVIDE 8"X8" ACRYLICRESTROOM SIGN. TYPICAL (2)LOCATIONS

LEVER TYPE HANDLEWITH PUSG BUTTONLOCK

SEALANT WITH BACKER ROD IFOVERLAPPING GLASS

1/8" METAL PLATE, (BOTH SIDES)MATERIAL AND FINISH TO MATCHEXISTING DOOR

COUNTERSINK ALL SCREWS

3'-4

"

5'-0

"

FULL WIDTH

12"

5'-0

"

9"

4'-0

"M

IN.

2'-8"MIN.

2'-8"CLEAR

1'-6"MIN.

2'-8"CLEAR

2'-0

"M

AX.

3'-0"MIN.

4'-0"

SLOP

E

LONG SLOPE NOT TOEXCEED 3% (1:20) OR MUSTHAVE A RAMP WHICHCANNOT EXCEED 1:12 WITHHANDRAILS AND 5'-0"LANDING AT TOP ANDBOTTOM

FLOOR MATERIALS MUST BESLIP RESISTANT AND IFCARPET, 1/2" MAX PILE

SIGNAGE IDENTIFYINGACCESSIBLE ROUTES ANDSPACES

TYPICAL DOORWAY CLEARANCE

ALL DOORS SHALL HAVE AMAXIMUM REQUIRED FORCE FORPUSHING/PULLING (STATE TO STAEREQUIREMENTS VARY, PLEASEVERIFY)HARDWARE SHALL BELEVER TYPE

5'-0" TURNING RADIUS

AT LEAST 5'-5" SPACE EVERY200FT.

SPACE FOR PUBLICFACILITIES WITH MIN 30"x48"CLEAR ACCESS AREA INFRONT

AN ACCESSIBLE ROUTE IS REQUIRED TO ALLPLACES OF PUBLIC ACCOMMODATIONBETWEEN BUILDINGS, OFF-SITE, SIDEWALKAND PARKING

SLOPE

SIDE SLOPES NOT TOEXCEED 2% (1/4" /FT)

ACCESSIBLE ROUTE AT 90TURNS

SLOP

E

SLOPE

ACCESSIBLE ROUTE FORTURN-AROUNDSOBSTRUCTION

ACCESSIBLE SIGNAGE TEXT REQUIREMENTSCHARACTER PROPORTIONSLETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN1:5 AND 1:10. UTILIZING AN UPPER CASE 'X' FOR MEASUREMENT.

CHARACTER HEIGHT:SEE LETTER AND NUMBER HEIGHT CHART BELOW.-EXCEPTION CHARACTER HEIGHT SHALL BE 5/8" HIGH MINIMUM FOR BUILDINGDIRECTORIES

FINISH AND CONTRAST:THE CHARACTERS, SYMBOLS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL,MATTE, OR OTHER NON-GLARE FINISH. characters AND SYMBOLS SHALL CONTRASTWITH THEIR BACKGROUND, WITH EITHER LIGHT CHARACTERS ON A DARKBACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND.

RAISED CHARACTERS AND SYMBOLS:CHARACTER AND SYMBOLS ON TACTILE SIGNS SHALL BE RAISED 1/32" MINIMUM.RAISED CHARACTERS AND SYMBOLS SHALL BE IN UPPERCASE CHARACTER. RAISEDCHARACTERS AND SYMBOLS SHALL BE 5/8" HIGH MINIMUM AND 2" MAXIMUM. RAISEDCHARACTERS AND SYMBOLS SHALL BE ACCOMPANIED BY BRAILLE IN ACCORDANCEWITH THE PROVISIONS OUTLINED BELOW.

BRAILLE:BRAILLE SHALL BE SEPARATED 1/2" MINIMUM FROM THE CORRESPONDING RAISEDCHARACTERS OR SYMBOLS. BRAILLE PROVIDED IN ACCORDANCE WITH THEREQUIREMENTS FOR ELEVATOR CONTROLS SHALL BE PLACED 3/16" MINIMUM BELOWTHE CORRESPONDING CHARACTERS OR SYMBOLS. BRAILLE SHALL BE GRADE II ANDSHALL CONFORM TO THE SPECIFICATION "800, NATIONAL LIBRARY SERVICE, LIBRARYOF CONGRESS."

LOCATION OF TACTILE SIGNAGE:TACTILE SIGNAGE SHALL BE LOCATED ALONGSIDE THE DOOR ON THE LATCH SIDEAND SHALL BE MOUNTED AT 60" ABOVE THE ADJACENT FINISHED FLOOR TO THECENTERLINE OF THE SIGN. IN LOCATIONS HAVING DOUBLE DOORS TACTILE SIGNSSHALL BE MOUNTED TO THE RIGHT OF THE RIGHT HAND DOOR WHERE THERE IS NOWALL SPACE ON THE LATCH SIDE OF THE DOOR INCLUDING DOUBLE LEAF DOORS,SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL.

REACH RANGES:THE MINIMUM CLEAR WIDTH SINGLE WHELLCHAIR PASSAGE SHALL BE 32 INCHES AT APOINT AND 36 INCHES CONTINUOUSLY.

TURNING SPACE- ISS A CLEAR SPACE 60" IN DIAMETER OR A T SHAPED SPACE 36"CLEAR IN BOTH DIRECTIONS.

MINIMUM APROACH SPACE SHALL BE 30"x42" FOR FRONT OR SIDE APROACH

IF THE CLEAR FLOOR SPACE ONLY ALLOWS A FORWARD APPROACH TO AN OBJECT,THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48". THE MINIMUM LOWFORWARD REACH SHALL BE 15"MAX SIDE REACH 54" LOW SIDE REACH 9"

GENERAL NOTE:ANY ADDITIONAL TEXT REQUIRED DUE TO LOCAL ORDINANCES (FINES FOR PARKINGIN ACCESSIBLE SPACE, ETC.) SHALL COMPLY WITH THE SIGNAGE REQUIREMENTSABOVE.



SHEET





Gregory b. Molina

CONSULTANT

A-5.1

ADA

11-17-17

PR

OG

RES

SO

837 W

AR

EH

OU

SE

REN

OVATIO

N83

7 N

E 2n

d Av

eFo

rt La

uder

dale

, FL

333

04

17062611-17-17

ADA Clear Floor Space 12

ADA Wheel Turning Space 13

Accessible Lavatory 12

11Accessible Shower Stall & Seat

09

08

07

05

06

12

12

10

ADA Restroom Specifications

ACCESSIBLE FIRE DEVICES ACCESSIBLE TELEPHONE Accessible Drinking Fountain 02Required Door Clearances

ACCESSIBLE REACH LIMITS

ADA SIGNAGE DETAIL

04Signage & Hardware

03ADA Accessible Route 01ADA General Note's

D-100.1 100

ROOM / AREAMARK DOOR SIZE DOOR DESCRIPTION FRAME DESCRIPTION HARDWARE DESCRIPTION ELEVA.

DOOR SCHEDULE

WINDOW SCHEDULE

D-100.4

D-101.1

D-101.2 3'-0" W. X 7'-0" H X 1.5" VIF

A

C

B

ENDURACOTE TRACK HARDWARE, HIGH-CYCLE SPRINGS, LOCKS FINISHWHITE. WITH FACTORY WEATHER SEALS (OR APPROVED EQUAL)

STEELCRAFT SINGLE FLUSH OUTSWING STEEL DOOR WHEREWATER INFILTRATION REQUIREMENT IS NEEDED , HOLLOWMETAL DOOR WITH (A) EXPANDED POLYSTYRENE FOAM CORE,PAINTED WHITE. (OR APPROVED EQUAL)

HOLLOW METAL FRAMES, ANCHOR INTO EXISITNGMASONRY ANCHOR (EMA), PAINTED WHITE. MORTISE LOCK, L/LV9400/AD/ MD, 10-072, SCHLAGE.

LAMINATED IMPACTVISION GLASS IN CLEARANOD. ALUMINIUM FRAMEFINISH

1/4" TEMP. VISIONGLASS IN CLEARANOD. ALUMINIUMFRAME FINISH

ROOM / AREAMARK WINDOW SIZE WINDOW DESCRIPTION FRAME DESCRIPTION HARDWARE DESCRIPTION ELEVATION

WAREHOUSEW-100.1

Wind PSFRequired

Wind PSFProvided

N.O.ANumber

WindZone

100

W-100.2 100

AFIXED STORE FRONT WALL SYSTEM

FIXED STORE FRONT WALL SYSTEM

FIXED STORE FRONT WALL SYSTEM

GARAGEW-101 101

A

A

D-100.2

C

D-100.3 10'-0" W. X 13'-0" H BRAYNOR ALUMAVIEW AV300 IMPACT RESISTANT (OR APPROVED EQUAL)

D-100.5

102D-102 C.1

187 ARMORBRITE PRE FINISH WHITE. (OR APPROVED EQUAL)

103D-103 3'-0" W. X 7'-0" H X 1 3/4"SOLID CORE WOOD DOOR WITH PAINTABLE VENEER (ORAPPROVED EQUAL) PREMADE WOOD FRAMES, PAINT WHITE

8’−0

"5’

−0"

3’−0" 3’−0"2 1/2"1’−9"2 1/2" 2 1/2" 1’−9" 2 1/2"

2 1/

2"

7’−9

1/2

"2

1/2

"2

’−2 1/

2"2

1/2

"2

’−2 1/

2"2

1/2

"

2 1/2" 1’−9" 2 1/2" 6’−0" 2 1/2" 1’−9" 2 1/2"

REF FLOOR PLANS &EXTERIOR ELEVATIONSMO=10'-4"w X 13'-0" h VIF

VIF

10’−4"

VIF

13’−0

"



YKK OR EQUAL: YHS-50-FS SERIES 14218.9 - LARGE MISSILE - DOUBLEDOOR WITH TRANSOM - WET GLAZED - ALUMINIUM STOREFRONT WITH9/16" IMPACT - CLEAR LAMINATED GLASS



DOOR MULLION WITH STEEL REINFORCEMENT - LAMINATED GLASSSYSTEM IN IMPACTED RATED PRE-FINISHED WHITE ALUMINIUMFRAMES

4+53.9 psf-69.4 psf

FL14218R9APP 6/13/17EXP 12/31/18

+33.06 psf-35.94 psf

DOOR MULLION WITHOUT STEEL REINFORCEMENT - LAMINATEDGLASS SYSTEM IN IMPACTED RATED PRE-FINISHED WHITEALUMINIUM FRAMES

DOOR MULLION WITHOUT STEEL REINFORCEMENT - LAMINATEDGLASS SYSTEM IN IMPACTED RATED PRE-FINISHED WHITEALUMINIUM FRAMES

4

5

+53.9 psf-69.4 psf

FL14218R9APP 6/13/17EXP 12/31/18

+33.06 psf-35.94 psf

+53.9 psf-69.4 psf

FL14218R9APP 6/13/17EXP 12/31/18

+33.06 psf-43.06 psf

WAREHOUSE

100WAREHOUSE

100WAREHOUSE

100WAREHOUSE

100WAREHOUSE

MEN RESTROOM

101

MEN RESTROOM

GARAGE

101GARAGE

Wind PSFRequired

Wind PSFProvided

N.O.ANumber

WindZone

C.1

C.1 N/A N/A N/A N/A

N/A N/A N/A N/A3'-0" W. X 7'-0" H X 1 3/4"SOLID CORE WOOD DOOR WITH PAINTABLE VENEER (ORAPPROVED EQUAL) PREMADE WOOD FRAMES, PAINT WHITE PASSAGE LATCHSET, (4) S/S BALL BEARING HINGES, (3) SILENCERS

WITH CLOSER

N/A N/A N/A N/A

10'-0" W. X 13'-0" H

10'-0" W. X 13'-0" H

RAYNOR ALUMAVIEW AV300 IMPACT RESISTANT (OR APPROVED EQUAL)

RAYNOR ALUMAVIEW AV300 IMPACT RESISTANT (OR APPROVED EQUAL)



ENDURACOTE TRACK HARDWARE, HIGH-CYCLE SPRINGS, LOCKS FINISHWHITE. WITH FACTORY WEATHER SEALS (OR APPROVED EQUAL)

ENDURACOTE TRACK HARDWARE, HIGH-CYCLE SPRINGS, LOCKS FINISHWHITE. WITH FACTORY WEATHER SEALS (OR APPROVED EQUAL) 4

4+53.9 psf-69.4 psf

FL14218R9APP 6/13/17EXP 12/31/18

+29.05 psf-35.94 psfB

B

6'-0" W. X 8'-0" H AYKK 35H FL#16554.1 STOREFRONT DOORS-GLASS TYPE C1 9/16" WETGLAZED 1/4" HEAT STREND GLASS , .090" DUPONT SENTRY GLASS AND1/4" HEAT STREND GLASS. HVHZ HURRICANE IMPACT DOOR SYSTEM . SEEELEVATIONS. (OR APPROVED EQUAL)

YHS-50-FS SERIES- FL14218.9 - ALUMINIUM STOREFRONTFRAMES PRE-FINISH WHITE.(OR APPROVED EQUAL)

STANDARD 5-POINT LOCK WITH QUALIFIED LOCKING HARDWAREADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP ANDBOTTOM BOLTS - 4 1/2" AIRTIGHT THRESHOLD 4+33.06 psf

-35.94 psf+90.0 psf-90.0 psf

FL16554R3APP 6/22/15EXP 12/31/18

6'-0" W. X 8'-0" H AYKK 35H FL#16554.1 STOREFRONT DOORS-GLASS TYPE C1 9/16" WETGLAZED 1/4" HEAT STREND GLASS , .090" DUPONT SENTRY GLASS AND1/4" HEAT STREND GLASS. HVHZ HURRICANE IMPACT DOOR SYSTEM . SEEELEVATIONS. (OR APPROVED EQUAL)


STANDARD 5-POINT LOCK WITH QUALIFIED LOCKING HARDWAREADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP ANDBOTTOM BOLTS - 4 1/2" AIRTIGHT THRESHOLD

6'-0" W. X 8'-0" H AYKK 35H FL#16554.1 STOREFRONT DOORS-GLASS TYPE C1 9/16"WET GLAZED 1/4" HEAT STREND GLASS , .090" DUPONT SENTRYGLASS AND 1/4" HEAT STREND GLASS. HVHZ HURRICANE IMPACTDOOR SYSTEM . SEE ELEVATIONS. (OR APPROVED EQUAL)


STANDARD 5-POINT LOCK WITH QUALIFIED LOCKING HARDWAREADAMS RITE MS 1850 WITH MS 4015 AND MS 4016 TOP ANDBOTTOM BOLTS - 4 1/2" AIRTIGHT THRESHOLD

+53.9 psf-69.4 psf

FL14218R9APP 6/13/17EXP 12/31/18

+29.05 psf-35.94 psf

+53.9 psf-69.4 psf

FL14218R9APP 6/13/17EXP 12/31/18

+29.05 psf-35.94 psf

4+33.06 psf-35.94 psf

+90.0 psf-90.0 psf

FL16554R3APP 6/22/15EXP 12/31/18

5+53.9 psf-69.4 psf

FL14218R9APP 6/13/17EXP 12/31/18

+33.06 psf-43.06 psf

PASSAGE LATCHSET, (4) S/S BALL BEARING HINGES, (3) SILENCERSWITH CLOSER

4

WAREHOUSE

VIF

10’−0"

VIF

7’−0

"

PAINT GRADESOLID COREDOOR

7’−0

"

VIF

13’−0

"



SHEET





Gregory b. Molina

CONSULTANT

A-5.2

DOOR &WINDOW

SCHEDULE

11-17-17

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17062611-17-17DOOR / WINDOW ELEVATION

SCALE: 1/2" = 1'-0" 02DOOR / WINDOW SCHEDULE

SCALE: 1/2" = 1'-0" 01

1 1

3

1

3

8

2

3

24 4

5

66

7 7

8

First Floor0' - 0"

Top of Parapet18' - 4"

Top of Glass13' - 0"

Top of Beam15' - 0"

1 1

3

8

3

First Floor0' - 0"



Top of Beam15' - 0"

2

3

4

5

6 6



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Gregory b. Molina

CONSULTANT

A-6.0

Exist. & ProposedElevations

11-17-17

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170626

11-17-17

SCALE: 1/4" = 1'-0" 03Exisiting East Elevation (Front)

SCALE: 1/4" = 1'-0" 02Proposed East Elevation (Front)

1 EXISTING STEEL OVERHEAD ROLL UP GARAGE DOOR

2 NEW GARAGE DOOR WITH IMPACT RESISTANT GLAZING

3 EXISTING STUCCO FINISH TO BE RE-PAINTED

4 NEW STOREFRONT SYSTEM WITH IMPACT RESISANT GLAZING

5 NEW STOREFRONT ENTRY DOORS SYSTEM WITH IMPACT RESISTANT GLAZING

6 NEW SECURITY LIGHTS TO REPLACE EXISITNG

7 NEW ENTRY LIGHTS

8 NEW ROOF STRUCTURE TO REPLACE EXISITNG ALUMINUM ROOF (NO CHANGE TO THE EXISITNG PROFILE OF THE ROOF)

Key Note Legend 01

SCALE: 1/4" = 1'-0" 05Existing West Elevation (Rear)

SCALE: 1/4" = 1'-0" 04Proposed West Elevation (Rear)

1. CONTRACTOR SHALL VERIFY ALL EXTERIOR MATERIAL COLORS AND FINISHES WITH THE ARCHITECT. ANY DISCREPANCIES NOTED SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION.2. REFER TO LIGHTING PLANS FOR LIGHTING FIXTURE LOCATION AND SCHEDULE.3. SEPEREATE BUILDING PERMIT MUST BE OBTAINED FOR ALL SIGNS.

EP-1 BENJAMIN MOORE: WHITE

GENERAL NOTES

EXTERIOR COLOR SCHEDULE

First Floor0' - 0"



STU-1

11

4 4

3

2

2

3

STU-1

D-100.4

W-100.1

D-100.1 D-100.3

W-101

D-101.1

1 1

First Floor0' - 0"



Top of Beam15' - 0"1

2

3

1

STU-1

4

D-100.2D-100.5

W-100.2

5

STU-1

8’−0

"5’

−0"

13’−0

"

First Floor0' - 0"



STU-1

1 1

First Floor0' - 0"


Top of Beam15' - 0"

STU-1



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Gregory b. Molina

CONSULTANT

A-6.1

EXTERIORELEVATIONS

11-17-17

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170626

11-17-17

SCALE: 1" = 1'-0"ELEVATION NOTES 01

SCALE: 1/4" = 1'-0" 05East ElevationSCALE: 1/4" = 1'-0" 06West Elevations

SCALE: 1/4" = 1'-0" 03South Elevation

SCALE: 1/4" = 1'-0" 02North ElevationNo Keynote

1 EXTERIOR WALL MOUNTED LIGHT FIXTURE REFER TO E-12 STOREFRONT GLAZING SYSTEM : IMPACT RATED WHITE ALUM. MULLIONS WITH IMPACT GLASS PANELS3 PAIR OF 3' W X 8' H MAIN ENTRY DOOR:STOREFRONT SYSTEM, IMPACT RATED WHITE REFER TO DOOR SCHEDULE SHEET A-5.24 EXISTING GARAGE DOOR PANELS TO BE REPLACED WITH NEW IMPACT RESISTANT GLASS GARAGE DOOR. REFER TO DOOR

SCHEDULE A-5.25 EXISTING CHAIN LINK FENCING TO REMAIN

Exterior Material ScheduleMark Description

STU-1 STUCCO: SMOOTH FINISH WITH REVEALS WHERE NOTED ON ELEVATION. EP-1

First Floor0' - 0"



First Floor0' - 0"



Top of Beam15' - 0"

First Floor0' - 0"





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Gregory b. Molina

CONSULTANT

A-6.2

BUILDINGSECTIONS

11-17-17

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17062611-17-17

SCALE: 1/4" = 1'-0" 03Section 3

SCALE: 1/4" = 1'-0" 02Section 2

SCALE: 1/4" = 1'-0" 01Section 1

Section DETAILS

5"

FASTEN OR BRACE NEW HEADER TOEXISTING STRUCTURE ABOVE AT EACHVERTICAL STUD LOCATION.

5/8" FIN. GYPSUM WALLBOARD AT ALLEXPOSED FACES OF NEW HEADER.

REFER REFLECTED CEILING PLAN

CONTINUOUS GALV. METAL TRACKOVER NEW STUD HEADER.

CONTINUOUS GALV. METAL TRACK OVERNEW STUD HEADER.

PARTITION ASSEMBLY (SEEFLOOR PLAN AND DETAILS)

DOUBLE GALV. METAL STUDSAT PARTITION INTERSECTIONS

REINFORCING TAPE AND JOINTCOMPOUND

CORNER BEAD AND JOINTCOMPOUND.

PARTITION ASSEMBLY (SEEFLOOR PLAN AND DETAILS)

DOUBLE GALV. METAL STUDSAT PARTITION INTERSECTIONS

REINFORCING TAPE AND JOINTCOMPOUND

DOUBLED STUDS (OR 20 GA. STUDS) AT16" O.C. WET WALL LOCATIONS (TYPICAL)(SEE PARTITION DETAILS)

.024 INCH MIN. THICKNESS (NO. 24 MSG)GALV. SHEET METAL5 1/2" HIGH X LENGTH REQUIRED TOSPAN STUDS2 X 6 P.T. WOOD BLOCKING SPANNINGBETWEEN STUDS. NOTE: 3/4" P.T.FIRE RETARDANT PLYWOOD MAY BEUSED AS AN ALTERNATIVE FORBLOCKING OF LARGER AREAS.

FIEL

D C

OO

RD

INAT

E LO

CAT

ION

S

AND

MIL

LWO

RK

REQ

UIR

EMEN

TSFI

ELD

CO

OR

DIN

ATE

LOC

ATIO

NS

NO. 8, 1 1/2" L. WOOD SCREWSTHROUGH SHEET METAL, AND STUDFLANGE, AT EA. END OF WOODBLOCKING MEMBERS. PROVIDE (2) MIN.AT EACH SIDE FOR 2X6'S, AND #8, 3/4" L.WOOD SCREWS AT 6" O.C. (MAX.) FORAREAS WITH LARGER PLYWOODBLOCKING.

NOTE WOOD BLOCKING MUST BE FIRERETARDANT.

Plan ViewPROVIDE 5/8" GYPSUM WALLBOARDFASTENED TO EITHER SIDE OF 3-5/8" (18 gamin.) GALV. METAL STUDS AT 16" O.C.,

A

PROVIDE VERTICAL OR ANGLED STUD BRACING TOSTRUCTURE ABOVE AT 4'-0" O.C. (MAX) TYPICAL

PROVIDE CONTINUOUS GALV. METAL TRACKRUNNERS AT TOP OF PARTITION STUDS

BATT INSULATION TO 4’−0" FROM EITHERSIDE OF PARTITION FOR SOUND PARTITION

4"

ABO

VE

ADJA

CEN

T C

LNG

SOUND ATTENUATION BATT INSULATION OVER TOP OF STUDS, TO4'-0" FROM EITHER SIDE OF SOUND PARTITIONS

1/2" DRY WALL CEILING (SEE REFLECTED CEILING PLAN FORHEIGHT(S) AND DETAILS

Vertical Section

PROVIDE 5/8" GYPSUM WALLBOARD FASTENED TO EITHERSIDE OF 3-5/8" (18 ga min.) GALV. METAL STUDS AT 16" O.C.,

3-5/8"18 ga A

PROVIDE SOUND ATTENUATION BATT INSULATION VERTICALLY BETWEEN 3-5/8'STUDS TO 4" ABOVE CEILING AND PROVIDE BATT INSULATION HORIZONTALLYABOVE THE CEILING, ALONG FULL LENGTH OF PARTITION TO 4'-0" AWAY FROMEITHER SIDE OF PARTITION.

BASE BOARDSOLID HORIZONTAL GALV. MTL. TRACK FASTENED TO EXISTING CONCRETE SLABWITH 11/2" P.A.F. AT 24" O.C. MAX. (OR EQUIVALENT)EXISTING CONCRETE SLAB

PROVIDE SOUND ATTENUATION BATT INSULATION VERTICALLY BETWEEN 3-5/8'STUDS TO 4" ABOVE CEILING AND PROVIDE BATT INSULATION HORIZONTALLYABOVE THE CEILING, ALONG FULL LENGTH OF PARTITION TO 4'-0" AWAY FROMEITHER SIDE OF PARTITION.

Plan View

PROVIDE 5/8" GWB PANELS FASTENED TO INSIDE FACEOF NEW 1 5/8" GALV. MTL. (25 GA.) FURRING STUDS @24" O.C. WITH R-5 INSULATION BOARD BETWEENFURRING STUDS FULL HEIGHT OF WALL. FASTENED TOEXISTING EXISTING EXTERIOR WALL

B

4"

ABO

VE

ADJA

CEN

T C

LNG

EXISTING CUM WALL (OR STOREFRONT GLASS)TO REMAIN

SOLID GALV. METAL HORIZONTAL TRACKRUNNER AT TOP OF CHASE WALLS

NEW ACOUSTICAL CEILING (SEE REFLECTEDCEILING PLAN FOR HEIGHT AND DETAILS

Vertical Section

PROVIDE 5/8" GWB PANELS FASTENED TOINSIDE FACE OF NEW 1 5/8" GALV. MTL. (25 GA.)FURRING STUDS @ 24" O.C. WITH R-5INSULATION BOARD BETWEEN FURRING STUDSFULL HEIGHT OF WALL. FASTENED TOEXISTING EXISTING EXTERIOR WALL

1-5/8"25 ga B

BASE BOARD

SOLID HORIZONTAL GALV. MTL. TRACK FASTENED TO EXISTINGCONCRETE SLAB WITH 11/2" P.A.F. AT 24" O.C. MAX. (OR EQUIVALENT)FLOORINGEXISTING CONCRETE SLAB



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Gregory b. Molina

CONSULTANT

A-8.1

WALL TYPES

11-17-17

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170626

11-17-17

SCALE: 3" = 1'-0" 02Header@ Drywal OpeningSCALE: 3" = 1'-0" 05Plan View Corner Intersection

SCALE: 3" = 1'-0" 03Plan View Wall Intersection

SCALE: 1" = 1'-0" 06Blocking Support Grab Bars and Cabinets

SCALE: 1 1/2" = 1'-0" 01Wall Type ASCALE: 1 1/2" = 1'-0" 04Wall Type B

R

Reproduced by HILTI, Inc. Courtesy ofUnderwriters Laboratories, Inc.

November 18, 2006

SECTION A-A

A

A

21

34

System No. C-AJ-2271

CAJ 2

271

F Rating -- 2 HrT Rating -- 1 Hr

W Rating - Class 1 (See Item 3)

Hilti Firestop Systems

R

R

Reproduced by HILTI, Inc. Courtesy of

N.T.S.

SECTION A-A

A

A

2

3

1

2

3

System No. C-AJ-2167

CAJ 2

167

F Rating -- 2 HrT Rating -- 0 Hr

1. Floor or Wall Assembly — Min 2-1/2 in. (64 mm) thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3) concrete. Wall may also be constructed of any UL ClassifiedConcrete Blocks*. Max diam of opening is 7 in. (178 mm).See Concrete Blocks (CAZT) category in the Fire Resistance Directory for names of manufacturers.2. Through Penetrants — One nonmetallic pipe or conduit to be installed concentrically or eccentricallywithin the firestop system. Annular space between pipe or conduit and edge of opening to be min 0 in. (0mm, point contact) and max 1/2 in. (13 mm). Pipe or conduit to be rigidly supported on both sides offloor-ceiling assembly. The following types and sizes of nonmetallic pipes or conduits may be used:A. Polyvinyl Chloride (PVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40 solid or cellularcore PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.B. Chlorinated Polyvinyl Chloride (CPVC) Pipe — Nom 6 in. (152 mm) diam (or smaller) SDR13.5 CPVCpipe for use in closed (process or supply) piping systems.C. Acrylonitrile Butadiene Styrene (ABS) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40solid or cellular core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent)piping systems.D. Flame Retardant Polypropylene (FRPP) Pipe — Nom 6 in. (152 mm) diam (or smaller) Schedule 40FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.3. Fill, Void or Cavity Materials* — Sealant — Required for systems with W Rating, but otherwiseoptional. Min 1/2 in. (13 mm) thickness of fill material applied within the annulus, flush with top or bottomsurface of floor. W Rating applies only when CP601S or CP 604 Sealant is used.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE Sealant, CP 601S Sealant orCP 604 Sealant3A. Packing Material (not shown) — Min 1/2 in. (13 mm) thickness of 4 pcf (64 kg/m3) mineral woolbatt insulation firmly packed into annular space and recessed from the top surface of floor toaccommodate the required thickness of fill material. Required only when CP 604 Sealant is used.4. Firestop Device*—Firestop Collar — Firestop collar shall be installed in accordance with theaccompanying installation instructions. Collar to be installed and latched around the pipe and secured tounderside of floor or both sides of wall using anchor hooks provided with the collar. Minimum two anchorhooks required for nom 1-1/2 and 2 in. (38 and 51 mm) diam pipes. Minimum three anchor hooksrequired for nom 3 and 4 in. (76 and 102 mm) diam pipes. Minimum four anchor hooks required for 6 in.(152 mm) diam pipes. The anchor hooks are to be secured with min 1/4 in. (6 mm) diam by min 1-1/4in. (32 mm) long steel expansion bolts or min 0.145 in. (3.7 mm) diam by 1-1/4 in. (32 mm) long powderactuated fasteners utilizing a 1-7/16 in. (37 mm) diam by 1/16 in. (1.6 mm) thick steel washer. Asalternates to the anchors specified above, Hilti 1/4 in. (6 mm) diam by 1-1/4 in. (32 mm) long KWIK-CON II+ concrete screw anchor, Hilti 1/4 in. (6 mm) diam by 1-3/4 in. (45 mm) long KWIK-BOLT 3steel expansion anchor or Hilti X-DNI 27 P8 S15 powder actuated floor pin with integral nom 9/16 in. (15mm) diam washer may be used.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 643 50/1.5"N, CP 643 63/2"N, CP643 93/3"N, CP 643 90/4"N and CP643 160/6"N. Firestop Collar*Bearing the UL Classification Mark

1. Floor or Wall Assembly -- Min 4-1/2 in. thick reinforced lightweight or normal weight (100-150pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks*. Floor mayalso be constructed of any min 6 in. thick UL Classified hollow core Precast Concrete Units*,having a min 2 in. concrete thickness below the core. Max diam of opening is 3 in.See Concrete Blocks (CAZT) and Precast Concrete Units (CFTV) categories in the Fire ResistanceDirectory for names of manufacturers.2. Through Penetrants -- One nonmetallic pipe to be installed concentrically or eccentrically withinthe firestop system. Annular space between pipe and edge of opening to be min 0 in. (pointcontact) and max 5/8 in. Pipe to be rigidly supported on both sides of floor-ceiling assembly. Thefollowing types and sizes of nonmetallic pipes may be used.A. Polyvinyl Chloride (PVC) Pipe -- Nom 2 in. diam (or smaller) Schedule 40 solid or cellular corePVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems.B. Chlorinated Polyvinyl Chloride (CPVC) Pipe -- Nom 2 in. diam (or smaller) SDR13.5 CPVC pipe foruse in closed (process or supply) piping systems.3. Fill, Void or Cavity Material* -- Sealant -- Min 2 in. thickness of fill material applied within theannulus, flush with bottom surface of floor or with both surfaces of wall. At point contact location,min 1/2 in. diam bead of sealant applied at pipe/concrete interface on bottom surface of floor orboth surfaces of wall.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- FS-ONE Sealant*Bearing the UL Classification Mark



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Gregory b. Molina

CONSULTANT

A-10.1

-UL

11-17-17

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17062611-17-17

1-hour Floor /Wall Assembly 06

Joints at Top of 1 hr. Partitions 05 Plastic Pipe Penetrations 04 Metal PipePenetrations 03 1 hr. Fire Rated Partition 02 Existing Two Hour Wall 01N.T.S N.T.S N.T.S

tenant improvements for: progresso 837 warehouse€¦ · a-5 c note tag enlarged detail revision...

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