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HomeMy WebLinkAbout110 W 1 St 17-1793 (a)2017 T IMPH"OVEMENTS F G;ENEfRAL IDEt*'010 NOiE 5 N AL NOTEa CENTER STATE BANK 1. ALL DEMOLITION WORK SHALL BE PERFORMED IN CSI THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND ACCORDANCE WITH STATE AND LOCAL REGULATIONS. DIMENSIONS PRIOR t0 ANY WORK. CONTRACTOR SHALL BE 107 OSTREET SANFORD SECURE REQUIRED DEMOLITION PERMITS. ARRANGE WITH RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING FLORIDA OBER AND/OR APPROPRIATE UTILITIES I=OR`SERVICE THAT WORK PROVIDED BY SUBCONTRACTORS. SHUTOFFS BEFORE BEGINNING DEMOLITIONOPERATIONS. USA DOJ 2010 ADA -SAD (2) For the purposes of this section, alterations to windows, devices, or installing a text telephone (TTY). 2, COORDINATE ALL DEMOLITION OPERATIONS` WITH OWNER G2 ANY SURVEY PROVIDED THESE DOCUMENTS IS NOT PARI OF 2010 Standards: Title III - 23 Subpart D of 28 CFR Part 36 hardware, controls, electrical outlets, and signage shall not be (iv) Costs associated with relocating an inaccessible drinking FOR SHUT DOWN PERIODS AND SEQUENCE OF WORK THE CONTRACT DOCUMENTTSS AND IS INTENDED ONLY FOR Department of Justice deemed to be alterations that affect the usability of or access to fountain. PROTECT EXISTING HARDWARE AND DEVICES t0 REMAIN. INFORMATIONAL PURPOSES ONLY. THE CONTRACTOR SHALL § 36.403 Alterations: Path of travel an area containing a primary function. (g) Duty to provide accessible features in the event of ASSURE CONTINUING FACILITY OPERATIONS. FIELD VERIFY ALL EXISTING CONDITIONS AND SHALL ACCEPT ANY (d) Landlorditenant: If a tenant is making alterations as defined in § disproportionality. (ii) An accessible route to the altered area; Gil THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS, ANp ALL PREMISES AS 1=0UND. THE OWNER ASSUMES NO 36.402 that would trigger the requirements of this section, those (1) When the cost of alterations necessary to make the path of of a path of travel at a place of public accommodation or parking areas), an entrance to the facility, and other parts of the (iii) RESPONSIBILITY FOR CONDITIONS OF THE EXISTING SITE AND OR alterations by the tenant in areas that only the tenant occupies do travel to the altered area fully accessible is disproportionate to AMERICAN SOCIETY FOR TESTING AND MATERIALS 3. SCHEDULES OF ITEMS TO BE SALVAGED ARE TO BE commercial facility in accordance with the specifications in the STRUCTURES AT THE TIME OF BIDDING OR THEREAFTER NO not trigger a path of travel obligation upon the landlord with respect the cost of the overall alteration, the path of travel shall be made 4. MATERIALS LESS THAN 1/28 INCH PROVIDED BY THE OWNER, LOCAL AUTHORITIES, OR G4 COMPENSATION WILL BE MADE FOR DIFFERING CONDITIONS FROM to areas of the facility under the landlord's authority, if those areas accessible to the extent that it can be made accessible without (iv) Accessible telephones; UTILITIES. ALL ITEMS TO BE TURNED OVER TO THE • THE SURVEYS TO THE ACTUAL FIELD CONDITIONS. are not otherwise being altered. incurring disproportionate costs. elements to reflect the incremental changes in the 2010 OWNER, LOCAL AUTHORITIES, OR UTILITIES SHALL BE (v) Accessible drinking fountains; and 5. MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE (e) Path of travel. (1) A "path of travel" includes a continuous, unobstructed way of (2) In choosing which accessible elements to provide, priority should be given to those elements that will provide the greatest G13 PROTECTED DURING DEMOLITION AND REMOVAL AND Standards solely because of an alteration to a primary function G3 ANY DISCREPANCY OR NON -COORDINATION BETWEEN ANY PART pedestrian passage by means of which the altered area may be access, in the following order: BUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD SHALL BE DELIVERED TO THE APPROPRIATE PARTY IN (2) AN ALTERATION IS DEEMED TO BE UNDERTAKEN AFTER JANUARY 26, 1992, IF THE OF THE CONTRACT DOCUMENTS IS UNINTENTIONAL. THE approached, entered, and exited, and which connects the altered (i) An accessible entrance; areas; parking access aisles; elevators and lifts; or a combination AN UNDAMAGED CONDITION. ADJACENT SURFACES SCHEDULED TO REMAIN, AND PREPARED TO RECEIVE NEW FINISHES SPECIFIED. WORK CONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE IF HE SO (2) If a private entity has constructed or altered required elements area with an exterior approach (including sidewalks, streets, and (ii) An accessible route to the altered area; Gil THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS, R3 -SAD BELIEVES THAI SUCH A SITUATION EXISTS. of a path of travel at a place of public accommodation or parking areas), an entrance to the facility, and other parts of the (iii) 2010 Standards: Title III - 23 Subpart D of 28 CFR Part 36 Department of Justice 4. REMOVE ALL DEMOLISHED MATERIALS NOT SCHEDULED FOR AMERICAN SOCIETY FOR TESTING AND MATERIALS DEVELOPED 0-450, AS A CLASS 'C' INTERIOR FINISH MATERIAL. commercial facility in accordance with the specifications in the facility. unisex restroom; PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATIC 4. MATERIALS LESS THAN 1/28 INCH SALVAGE AND REUSE, OR THOSE t0 BECOME PROPERTY OF G4 ANY ERRORS, INCONSISTENCIES, OR OMISSIONS THAT THE 1991 Standards, the private entity is not required to retrofit such (2) An accessible path of travel may consist of walks and sidewalks, (iv) Accessible telephones; BOUNDARIES OF SPECIFIC DEMOLITION MAY BE • THE OWNER, LOCAL AUTHORITIES, OR UTILITIES FROM HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. CONTRACTOR MAY UNCOVER MUST BE REPORTED TO THE elements to reflect the incremental changes in the 2010 curb ramps and other interior or exterior pedestrian ramps; clear (v) Accessible drinking fountains; and 5. MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE THE SITE, AND DISPOSE OF IN ACCORDANCE WITH LOCAL G13 ARCHITECT At ONCE. CONTRACTOR SHALL BE RESPONSIBLE Standards solely because of an alteration to a primary function floor paths through lobbies, corridors, rooms, and other improved (vi) When possible, additional accessible elements such as • BUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD REGULATIONS. (2) AN ALTERATION IS DEEMED TO BE UNDERTAKEN AFTER JANUARY 26, 1992, IF THE FOR CORRECTION OF ANY WORK AFTER START OF WORK • area served by that path of travel. areas; parking access aisles; elevators and lifts; or a combination parking, storage, ADJACENT SURFACES SCHEDULED TO REMAIN, AND PREPARED TO RECEIVE NEW FINISHES SPECIFIED. WORK G14 NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WORK 300 DEGREES F FOR 25 MINUTES. 1. FLOORING MATERIAL SHALL A MINIMUM CLASS 11 INTERIOR FLOOR FINISH RATING AS CLASSIFIED PLACE OF PUBLIC ACCOMMODATION OR A COMMERCIAL FACILITY THAT AFFECTS OR COULD AFFECT THE USABILITY OF THE BUILDING OR FACILITY OR ANY PART THEREOF. (b) Primary function. A "primary function" is a major activity for which of these elements. and alarms. WITH NFPA 253 (1) ALTERATIONS INCLUDE, BUT ARE NOT LIMITED TO, REMODELING, RENOVATION, SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE G15 WHICH HAS NOT BEEN BROUGHT TO THE ATTENTION OF THE the facility is intended. Areas that contain a primary function (3) For the purposes of this part, the term "path of travel" also (h) Series of smaller alterations. • 5. ALL ITEMS SCHEDULED TO BE SALVAGED FOR REUSE SHALL REARRANGEMENT IN STRUCTURAL PARTS OR ELEMENTS, AND CHANGES OR ARCHITECT. ARCHITECT SHALL APPROVE ALL METHODS OF include, but are not limited to, the customer services lobby of a includes the restrooms, telephones, and drinking fountains (1) The obligation to provide an accessible path of travel may not REARRANGEMENT IN THE PLAN CONFIGURATION OF WALLS AND FULL -HEIGHT CPT 6 FBC 2014-ACCESSI5ILTY / ADAAG DETAILS BE REMOVED WITH CARE, STORED AND PROTECTED FROM ALL SIGNAGE IS THE RESPONSIBILITY OF THE OWNER AND TENANT CORRECTING ANY FAULTY OR ERRONEOUS WORK. bank, the dining area of a cafeteria, the meeting rooms in a serving the altered area. be evaded by HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE DAMAGE UNTIL SALVAGED ITEMS ARE INCORPORATED IN BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION, G C conference center, as well as offices and other work areas in which (f) Disproportionality. performing a series of small alterations to the area served by a STRUCTURAL SUPPORTS AND BRACING FOR THE ADJACENT • THE NEW WORK. IT SHALL BE THE CONTRACTOR'S G5 AL DIMENSIONS ARE FROM FACE OF MASONRY FACE OF SCUD OR L the activities of the public accommodation or other private entity (1) Alterations made to provide an accessible path of travel to the single path of travel if those alterations could have been CARPET EDGE TRIM SHALL COMPLY WITH THE CHANGES IN LEVEL SECTION OF THE AMERICAN SUCH ALTERED ELEMENT, SPACE, OR AREA SHALL COMPLY WITH THE APPLICABLE RESPONSIBILITY t0 REPLACE ANp/OR RESTORE ANY ITEMS • , COLUMN CENTER LINES UNLESS OTHERWISE NOTED. using the facility are carried out. Mechanical rooms, boiler rooms, altered area will be deemed disproportionate to the overall performed as a single undertaking. • JT SCHEDULED FOR SALVAGE AND REUSE THAT ARE DAMAGED (C) TO THE MAXIMUM EXTENT FEASIBLE. THE PHRASE "TO THE MAXIMUM EXTENT FEASIBLE," AS USED IN THIS SECTION, APPLIES TO THE OCCASIONAL CASE WHERE THE 11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL supply storage rooms, employee lounges or locker rooms, janitorial alteration when the cost exceeds 20% of the cost of the alteration , FIRM, SHALL HAVE A SLIP RESISTANT FINISH AND SHALL COMPLY WITH GROUND AND FLOOR NATURE OF AN EXISTING FACILITY MAKES IT VIRTUALLY IMPOSSIBLE TO COMPLY FULLY CONDUIT, WIRING BOXES, SWITCHES, ETC, PLUMBING AND DURING THE COURSE OF CONTRACT OPERATIONS. THE PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES SURFACES' SECTION AND CHANGES IN LEVEL' SECTION OF THE 2001 FLORIDA BUILDING CODE closets, entrances, corridors, and restrooms are not areas to the primary function area. (i) If an area containing a primary function has been altered SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING MANUFACTURE/MANUFACTURER --_--- OWNER SHALL BE THE SOLE JUDGE OF SUITABILITY OF G6 DO NOT SCALE THE DRAWINGS. ITEMS NOT DIMENSIONED containing a primary function. (c) Alterations to an area containing a primary function. (2) Costs that may be counted as expenditures required to provide an accessible path of travel may include: without providing an accessible path of travel to that area, and subsequent UN N C NOT 5 THESE SALVAGED ITEMS FOR REUSE IN THE WORK AND DIMENSIONAL INFORMATION REQUIRED SHALL BE BROUGHT (1) Alterations that affect the usability of or access to an area (i) Costs associated with providing an accessible entrance and alterations of that area, or a different area on the same path of MEZZANINE MIN MINIMUM TO THE ATTENTION OF THE ARCHITECT. containing a primary an accessible route travel, are undertaken within three years of the original • ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAY OF TRAVEL FROM THE EXIT INTO 6. REUSE OF SALVAGED MATERIALS, NOT SPECIFICALLY DEvELOPER i OWNER SPECIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OE WHICH GOVERNMENT AGENCIES HAVE JURISDICTION OVER THIS PROJECT AND SHALL SECURE ANY ALL PERMITS FROM ANY AND ,ALL AGENCIES CLAIMING JURISDICTION. THE STREET SHALL BE CONTINUOUSLY MARINATED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OCHER EMERGENCY function include, but are not limited to-- to the altered area, for example, the cost of widening doorways alteration, the total cost of alterations to the primary function N�MINALONTRACt SCHEDULED, WILL BE At THE SOLE DISCRETION OF THE G1 ALL CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH ALL (i) Remodeling merchandise display areas or employee work or installing ramps; areas on that path of travel during the preceding three year THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIA>3LE FOR DETE "t"fINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION ovER THIS PROJECT. OF GOVERNING CONDITIONS AND DIMENSIONS TO ENSURE PROPER CLEARANCE FOR tENANRS OWNER. IN NO CASE SHALL SALVAGED MATERIALS BE O C APPLICABLE CODES AND STANDARDS. areas in a department (ii) Costs associated with making restrooms accessible, such as period shall be considered in determining whether the cost of THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OM158IONS ON THESE DRAWINGS THAT INCORPORATED IN THE WORK THAT DO NOT MEET MINIMUM FURNITURE/EQUIPMENT INSTALLATION PL store; installing grab bars, making that path of travel accessible is disproportionate. PLYWOOD REQUIREMENTS OF STATE AND LOCAL CODES AND POUNDS PER SQUARE FOOT (it) Replacing an inaccessible floor surface in the customer enlarging toilet stalls, insulating pipes, or installing accessible (ii) Only alterations undertaken after January 26, 1992, shall be P C PRECAST CONCRETE REGULATIONS. G8 DO NOT OBSTRUCT STREET RIGHT OF WAYS, SIDEWALKS, ETC service or employee work areas of a bank; faucet controls; (iii) Costs associated with providing accessible telephones, such considered in determining if the cost of providing an accessible path of PT SSURS TREATED UNTIL ALL PERMITS REQUIRED FOR SAME ARE SECURED. (iii) Redesigning the assembly line area of a factory; or as relocating the travel is disproportionate to the overall cost of the alterations. PANEL WIDTH 1. IT IS NOT THE INTENT TO SHOW EVERY PIECE OR ITEM REFERENCE (iv) Installing a computer center in an accounting firm. telephone to an accessible height, installing amplification R C P REINFORCED CONCRETE PIPE TO BE REMOVED IN DEMOLITION WORK MECHANICAL, G9 WOW SHALL NOT OBSTRUCT OR OTHERWISE CAUSE t0 BE R W RETAINING WALL R D ELECTRICAL, AND OTHER WORK RELATED t0 A WALL, OR INOPERATIVE EXISTING SITE OR ANY OTHER SITE'S FIRE PROTEGTIC SCHEDULE 0 ECOMPLIP't4ce SIMILAR REVIEWED 1~OA SPC SPACE/SPACES AREA SCHEDULED FOR DEMOLITION AND REMOVAL, SHALL P ,MINES SPECIFICATIONSSQ SYSTEMS FINISH I"IATERIALS NOTES 1. ALL MATERIALS SHALL COMPLY WITH AT LEAST THE MINIMUM REQUIREMENTS STATED BELOW. ALL SPACES SHALL BE CONSIDERED ACCESSIBLE IN COMPLYING WITH THE STANDARDS BELOW. 2. ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH GLASS B INTERIOR FINISH WITH FLAME SPREAD OF 26-15 AND SMOKE DEVELOPED 0-450, EXCEPT AS NOTED BE PERFORMED WHETHER SO NOTED OR NOT. WHERE EXISTING WALL SUBSTRATES ARE TO BE REMOVED, ALL G10 ALL WORK SHALL BE PERFORMED t0 THE HIGHEST INDUSTRY RELATED MECHANICAL, ELECTRICAL, ALARM, PHONE, STANDARD RANpARD FOR WORKMANSHIP. ALL MATERIALS SHALL BE., SECURITY, CONTROLS, EXIT SIGNS, OUTLETS, INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS.' ETC. SHALL BE PROTECTED AND WHERE REQUIRED, BE REMOVED AND RE -INSTALLED TO FIT FLUSH WITH NEW ALL WORKS SHALL CONFORM THE APPROPRIATE WRITTEN NATIONA WALL FINISH. WHERE EXISTING MECHANICAL, ELECTRICAL TRADE PUBLICATIONS. OR PLUMBING ITEMS ARE RUN EXPOSED ON WALL SURFACE BELOW 3. ALL EXPOSED WOOD TRIM REGARDLESS OF FINISH, SHALL BE OF A SPECIES OTHER THAN PINE USA DOJ 2010 ADA CONTRACTOR SHALL OPEN WALL CAVITY AS REQUIRED Gil THE CONTRACTOR SHALL CLEAN WORK AREAS ON A DAILY BASIS, R3 -SAD TO CONCEAL THE ITEMS. • AND IN NO CASE SHALL THE FLAME SPREAD CLASSIFICATION EXCEED 200 AND THE SMOKE 2010 Standards: Title III - 23 Subpart D of 28 CFR Part 36 Department of Justice FERE PROTECTION DETAILS (UL LISTINGS) • AMERICAN SOCIETY FOR TESTING AND MATERIALS DEVELOPED 0-450, AS A CLASS 'C' INTERIOR FINISH MATERIAL. § 36.402 ALTERATIONS. LIFE SAFETY FLOOR PLAN G12 PROVIDE BACKING/BLOCKING AS REQUIRED FOR THE INSTALLATIC 4. MATERIALS LESS THAN 1/28 INCH GENERAL. DRAWINGS FOR NEW CONSTRUCTION SO THAT THE EXACT ARCHITECTURE/ARCHITECTURAL OF ACCESSORIES. HAVE A FLAME SPREAD CHARACTERISTIC NO GREATER THAN PAPER OF 1/28 THICKNESS DO NOT (1) ANY ALTERATION TO A PLACE OF PUBLIC ACCOMMODATION OR A COMMERCIAL BOUNDARIES OF SPECIFIC DEMOLITION MAY BE • BEAAM INC HAVE TO BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84. FACILITY, AFTER JANUARY 26, 1992, SHALL BE MADE SO AS TO ENSURE THAT, TO THE DETERMINED. • CMU CONCRETE MASONRY UNIT 5. MATERIALS SUCH AS CARPETING HAVING A NAPPED, TUFTED, LOOPED, OR SIMILAR SURFACE MAXIMUM EXTENT FEASIBLE, THE ALTERED PORTIONS OF THE FACILITY ARE REFLCETED CEILING PLAN G13 INTERIOR FINISH MATERIALS SHALL CONFORM t0 THE LOCAL WHEN APPLIED TO A WALL OR CEILING SHALL MEET THE REQUIREMENTS OF A CLASS 'A' INTERIOR READILY ACCESSIBLE TO AND USABLE BY INDIVIDUALS WITH DISABILITIES, INCLUDING INDIVIDUALS WHO USE WHEELCHAIRS. S. PATCH/REPAIR/REFINISH ALL SURFACES EXPOSED BY • BUILDING CODE/ORDINANCES FOR MINIMUM FLAME SPREAD FINISH. 6. INTERIOR FINISH MATERIALS SHALL BE CEMENTED OR OTHERWISE FASTENED IN PLACE SO THAT (2) AN ALTERATION IS DEEMED TO BE UNDERTAKEN AFTER JANUARY 26, 1992, IF THE DEMOLITION WORK TO MATCH AND ALIGN WITH EXISTING • CLASSIFICATIONS. THEY WILL NOT READILY BECOME DETACHED WHEN SUBJECTED TO ROOM TEMPERATURES OFPHYSICAL ALTERATION OF THE PROPERTY BEGINS AFTER THAT DATE, (B) ALTERATION. FOR THE PURPOSES OF THIS PART, AN ALTERATION IS A CHANGE TO A ADJACENT SURFACES SCHEDULED TO REMAIN, AND PREPARED TO RECEIVE NEW FINISHES SPECIFIED. WORK G14 NO ASBESTOS MATERIALS SHALL BE ALLOWED ON IN THE WORK 300 DEGREES F FOR 25 MINUTES. 1. FLOORING MATERIAL SHALL A MINIMUM CLASS 11 INTERIOR FLOOR FINISH RATING AS CLASSIFIED PLACE OF PUBLIC ACCOMMODATION OR A COMMERCIAL FACILITY THAT AFFECTS OR COULD AFFECT THE USABILITY OF THE BUILDING OR FACILITY OR ANY PART THEREOF. SHALL INCLUDE ALL LABOR AND MATERIALS ON ALL • CH WITH NFPA 253 (1) ALTERATIONS INCLUDE, BUT ARE NOT LIMITED TO, REMODELING, RENOVATION, SURFACES REQUIRED TO RENDER SUBSTRATES ACCEPTABLE G15 NO STAPLES SHALL BE UTILIZED IN FASTENING ANY FRAMING 8. CARPETING, INCLUDING ANY PADDING, WHE SPECIFIED, SHALL COMPLY WITH CLASS II REHABILITATION, RECONSTRUCTION, HISTORIC RESTORATION, CHANGES OR TO RECEIVE NEW FINISHES SPECIFIED IN ACCORDANCE • OR SHEATHING MEMBER. INTERIOR FINISH REQUIREMENTS NOTED ABO REARRANGEMENT IN STRUCTURAL PARTS OR ELEMENTS, AND CHANGES OR WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. • FLOOR S. IF CARPET OR CARPET TILE 15 USED ON A GROUND OR FLOOR SURFACE, THEN It SHALL BE REARRANGEMENT IN THE PLAN CONFIGURATION OF WALLS AND FULL -HEIGHT CPT 6 FBC 2014-ACCESSI5ILTY / ADAAG DETAILS GI6 ALL SIGNAGE IS THE RESPONSIBILITY OF THE OWNER AND TENANT SECURELY ATTACHED, HAVE A FIRM CUSHION, PAD. OR BACKING, OR NO CUSHION OR PAD, AND PARTITIONS. NORMAL MAINTENANCE, REROOFING, PAINTING OR WALLPAPERING, 10. WHEN WALLS, COLUMNS, OR OTHER SUPPORTING AND/OR • HAVE A LEVEL LOOP TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. THE ASBESTOS REMOVAL, OR CHANGES TO MECHANICAL AND ELECTRICAL SYSTEMS BRACING ELEMENTS ARE SCHEDULED FOR DEMOLITION, G C GENERAL CONTRACTOR MAXIMUM PILE HEIGHT SHALL BE 1/Z INCH. EXPOSED EDGES OF CARPET SHALL BE FASTENED ARE NOT ALTERATIONS UNLESS THEY AFFECT THE USABILITY OF THE BUILDING OR FACILITY. STRUCTURAL SUPPORTS AND BRACING FOR THE ADJACENT • GN. TO FLOOR SURFACES AND HAVE A TRIM ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. (2) IF EXISTING ELEMENTS, SPACES, OR COMMON AREAS ARE ALTERED, THEN EACH CONSTRUCTION SHALL BE PROVIDED AND MAINTAINED UNTIL THE PERMANENT SUPPORTING STRUCTURES ARE IN HEADED ANCHOR STUDS CARPET EDGE TRIM SHALL COMPLY WITH THE CHANGES IN LEVEL SECTION OF THE AMERICAN SUCH ALTERED ELEMENT, SPACE, OR AREA SHALL COMPLY WITH THE APPLICABLE PLACE AND ABLE TO SUPPORT IMPOSED LOADS. • HORIZONTAL WITH DISABILITIES ACT (ADA). PROVISIONS OFAPPENDIX A TO THIS PART. HVAC PLAN, SPECIFICATIONS • JT 10. GROUND AND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND ACCESSIBLE ROOMS AND SPACES, INCLUDING FLOORS WALKS, RAMPS, STAIRS, AND CURB RAMPS SHALL BE STABLE, (C) TO THE MAXIMUM EXTENT FEASIBLE. THE PHRASE "TO THE MAXIMUM EXTENT FEASIBLE," AS USED IN THIS SECTION, APPLIES TO THE OCCASIONAL CASE WHERE THE 11. TERMINATE, CAP AND REMOVE ALL ABANDONED ELECTRICAL GI I ONLY LICENSED CONTRACTORS AND SUBCONTRACTORS SHALL , FIRM, SHALL HAVE A SLIP RESISTANT FINISH AND SHALL COMPLY WITH GROUND AND FLOOR NATURE OF AN EXISTING FACILITY MAKES IT VIRTUALLY IMPOSSIBLE TO COMPLY FULLY CONDUIT, WIRING BOXES, SWITCHES, ETC, PLUMBING AND • PERFORM THE WORK SHOWN HEREIN. UNLICENSED ENTITIES SURFACES' SECTION AND CHANGES IN LEVEL' SECTION OF THE 2001 FLORIDA BUILDING CODE WITH APPLICABLE ACCESSIBILITY STANDARDS THROUGH A PLANNED ALTERATION. IN PIPING, FIXTURES, ETC. HVAC DUCTWORK, CONTROLS, • SHALL SECURE THE APPROVAL OF ALL AGENCIES HAVING MANUFACTURE/MANUFACTURER --_--- THESE CIRCUMSTANCES, THE ALTERATION SHALL PROVIDE THE MAXIMUM PHYSICALPIPING ETC. AS REQUIRED. • JURISDICTION BEFORE PERFORMING ANY CONSTRUCTION WORK FLTHAT O O AN UN N C NOT 5 ACCESSIBILITY ACCESSIBLE SHALL BIE MADE ACC SSIBLE.IIF PROVIDING CC SANY ALTERED FTURES OF THEISIBIL TY NCAN BE MADE MECH MECHANICAL ALL INPORMATION CONTAINED WITHIN THE TO CHANGES PR15-* o ISSUE MEZZANINE MIN MINIMUM CONFORMANCE WITH THIS SECTION TO INDIVIDUALS WITH CERTAIN DISABILITIES (E.G., MISC OF ALL LEGALLY REQUIRED PERMITS ANDA "CERTIFICATE OF ISSUE FOR CONSTRUCTION 5Y THE ARCHITECT. • ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAY OF TRAVEL FROM THE EXIT INTO THOSE WHO USE WHEELCHAIRS) WOULD NOT BE FEASIBLE, THE FACILITY SHALL BE DEvELOPER i OWNER SPECIFICALLY ACKNOWLEDGES THAT HE SHALL CONFIRM AND BE AWARE OE WHICH GOVERNMENT AGENCIES HAVE JURISDICTION OVER THIS PROJECT AND SHALL SECURE ANY ALL PERMITS FROM ANY AND ,ALL AGENCIES CLAIMING JURISDICTION. THE STREET SHALL BE CONTINUOUSLY MARINATED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OCHER EMERGENCY MADE ACCESSIBLE TO PERSONS WITH OTHER TYPES OF DISABILITIES (E.G., THOSE WHO USE CRUTCHES, THOSE WHO HAVE IMPAIRED VISION OR HEARING, OR THOSE WHO HAVE NI THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OMISSIONS ON DRAWINGS THAT HAVE NOT BEEN APPROVED BY ALL GOVERNMENT AGENCIES HAVING JURISDICTION OVER PROJECT N�MINALONTRACt THE ARCHITECT SHALL NOT EiE RESPONS11SLE OR LIABLE FOR ANY WORK DEWORMED 5Y UNLICENSED ENTITIES. T S THE TENANT'S FURNITURE DEALER/INSTALLER SHALL BE RESPONSIBLE FOR ON-SITE VERIFICATION OTHER IMPAIRMENTS). THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIA>3LE FOR DETE "t"fINATION OF WHICH GOVERNMENT AGENCIES HAVE JURISDICTION ovER THIS PROJECT. OF GOVERNING CONDITIONS AND DIMENSIONS TO ENSURE PROPER CLEARANCE FOR tENANRS O C OWNERS REP AND OR CSC SHALL PROVIDE ARCHITECT WITH ALL REVIEW COMMENTS AND OR TRACKING INFORMATION IN ORDER TO ADDRESS ALL COMMENTS OPNG OPENING THE ARCHITECT SHALL NOT BE RESPONSIBLE OR LIABLE DUE TO ERRORS OR OM158IONS ON THESE DRAWINGS THAT OPPOSITE FURNITURE/EQUIPMENT INSTALLATION PL PLATE ARE CAUSED OR OCCUR PRIOR TO ISSUANCE OF ALL REQUIRED PERMITS. DO NOT ORDER MATERIALS PRIOR TO ISSUE OF ALL REQUIRED PI RMITS. CODE AN A L"� 5 1 5 I SITE LOCATION APPLICABLE CODES: FBG BUILDING 2014 5TH ED FBC EXISTING BUILDING 2014 5tH ED FBC PLUMBING 2014 5tH ED FBG MECHANICAL 2014 5TH ED FBG FUEL GAS 2014 5tH ED NATIONAL ELECTRIC CODE 2011 FBC ENEMY CONSERVATION 2014 5TH ED FBC ACCESSIBILITY 2014 5TH ED NEPA 101 LIFE SAFETY CODE - 2012 DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FLORIDA FIRE PREVENTION CODE 5TH ED NFPA 1, FIRE CODE FLORIDA 2012 INSTALLATION OF PORTABLE FIRE EXTINGUISHERS NFPA 10, 2010 EDITION THIS IS A LEVEL 2 ALTERATION PER SECTION 404 FBG -E 2014 5660 OF GROSS/NET AREA OF SUITE GROUP B OCCUPANCY MULTI STORY TYPE 111-8 - UP -PROTECTED SPRINKLED 6NT"1�1OL= G; ND ELEVATION NUMBER ..�— SHEET NUMBER 0— DOOR NUMBER 0— DETAIL NUMBER OR SECTION Q REVISION NUMBER 0 _ - DETAIL NUMBER - -+— SHEET NUMBER SECTION NUMBER SHEET NUMBER TA5LE OF CONTENTS/ INDEX TO DRAWING5 NO. MARK DESCRIPTION r RI E R2 R3 A00 COVER SHEET INDEX TO DRAWINGS, CODE DATA, GENERAL NOTES, ETC • AISI A002 FERE PROTECTION DETAILS (UL LISTINGS) • AMERICAN SOCIETY FOR TESTING AND MATERIALS 2 A003 LIFE SAFETY FLOOR PLAN • AB ANCHOR BOLTS A004 DEMO FLOOR PLAN ARCHITECTURE/ARCHITECTURAL BP A100 FLOOR PLAN • BEAAM INC A200 ENLARGED TOILET ROOM PLAN • CMU CONCRETE MASONRY UNIT DRAWING A300 REFLCETED CEILING PLAN • CONNX CONNECTION A301 DEMO REFLCETED CEILING PLAN • EACH A400 WALL SECTIONS AND STANDARD BUILDING DETAILS • EL ON A401 DOOR AND FINISH SCHEDULES SPECS DETAILS • ENGR A501 INTERIOR SPECIFICATIONS • CH A601 ADAAG DETAILS • EXT EXTERIOR A602 CPT 3 FBC 2014- ACCESS IBILTY / ADAAG DETAILS • F F A603 CPT 4 FBC 2014-ACCESSI15ILTY / ADAAG DETAILS • FLOOR A604 CPT 6 FBC 2014-ACCESSI5ILTY / ADAAG DETAILS • FTG FOOTING A605 CPT "1 FBC 2014-ACCESSI5ILTY / ADAAG DETAILS, TILE DETAILS • GALV GALVANIZED G C GENERAL CONTRACTOR 5100 STUCTURAL PLAN 4 SPECIFICATIONS • GN. GENERAL NOTES H.A.S. HEADED ANCHOR STUDS HT 1=100 PLUMBING PLAN DETAIL ISO DIAGRAMS 4 SPECIFICATIONS • HORIZONTAL M100 HVAC PLAN, SPECIFICATIONS • JT JOINT M200 HVAC DETAILS, SCHEDULES NOTES • LGTH E1OO ELECTRICAL POWER AND SYSTEMS PLAN LEGEND, RISER DIAGRAM • LONG LEG HORIZONTAL �� o {x E200 ELECTRICAL LIGHTING PLAN LEGEND • MANUF MANUFACTURE/MANUFACTURER --_--- E300 ELECTRICAL SPECIFICATIONS AND PANEL SCHEDULE • MATL MATERIAL • MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MISC MISCELLANEOUS RY OPENING MO TENANT TENANT NAME AND ADDRESS CENTER STATE BANK 1101 FIRST STREET SOUTH STE 202 WINTER HAVEN, FL 33880 U I L_ D I NCS OUJN 1R OWNER NAME AND ADDRESS Parcell 25-19-30-5AG-0204-0030 Owner HOOGLAND ORLANDO INC Propolil Address 110 W IST e102-108 St SANFORD, FL 32111 Mailing C/O FIRST CAPITAL PROP GROUP 1516 HILLCREST ST STE 210 ORLANDO, FL 32803-4128 U N ALT ALTERNATE/ALTERNATIVE V F r ACI AMERICAN CONCRETE INSTITEUTE AISC AM RICAN INSTITUTE OF STEL CONSTRUCTION AISI AMERICAN IRONAND STEEL INSTITUTE W F ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 2 AWS AMERICAN WELDING SOCIETY WITHOUT AB ANCHOR BOLTS 1144in ARCH ARCHITECTURE/ARCHITECTURAL BP BASE PLATE/BEARING PLATE W P CB CONCRETE BEAM'S` BEAAM INC BMG ­, U N w CONSTRUCTION V F r gg g ✓. BLDG BUILDING CONSTRUCTION JOINT h^00,3" CONTRACTION JOINT / CONTROL JOINT DEPT TAIL W F CANT CANTILEVER ."< " 2 Q �w o", I Zq WITHOUT CLR CLEAR/CLEARANCE Co 1144in COL COLUMN DIMENSION GONG CONCRETE �°'"•; DISTANCE cc 0 U. U. 0 he z 4 cc LU0 cc U. Z > cr) cc a la CC ky H�� aLit ZOO W=cc 0 r` Z 0Q4C N V- U) n REVISIONS 0 0 0 PROJ NO.:11-014 DATE: 6-6-11 MOSS DRd1rIR08 AM VQPr— JOIiNAdI'bf8'PT, LCC; ,!Q!B TffiB CQ1PrlA1Q9T A1iD QTRBR RIND R899RICTS Taa 1788 OF', masa DocoarairTs ro Tsa QRlb7Dr/L BITE LHt P17RPDS8 FOR PV= 2w" 11E'R8 Jill "PRODUCT7Q1V8. CBdlYr?tl'B, QR ABBIQA*Y81rT8 AR8 STRICTLr PRQBJBITSD. DRA WN: TE CHECK. • AE BLK BLOCK, CONSTRUCTION V F r gg g ✓. BLDG BUILDING CONSTRUCTION JOINT BTJ BOLTED TIE JOIST CONTRACTION JOINT / CONTROL JOINT DEPT TAIL W F CANT CANTILEVER ."< DEP CL CENTERLINE DRY FILM THICKNESS WITHOUT CLR CLEAR/CLEARANCE DIAMETER COL COLUMN DIMENSION GONG CONCRETE �°'"•; DISTANCE W P CB CONCRETE BEAM'S` •••• .ED CC CONCRETE COLUMN ­, CMU CONCRETE MASONRY UNIT DRAWING CONT CONTINUOUS EACH CONNX CONNECTION EACHFACE cc 0 U. U. 0 he z 4 cc LU0 cc U. Z > cr) cc a la CC ky H�� aLit ZOO W=cc 0 r` Z 0Q4C N V- U) n REVISIONS 0 0 0 PROJ NO.:11-014 DATE: 6-6-11 MOSS DRd1rIR08 AM VQPr— JOIiNAdI'bf8'PT, LCC; ,!Q!B TffiB CQ1PrlA1Q9T A1iD QTRBR RIND R899RICTS Taa 1788 OF', masa DocoarairTs ro Tsa QRlb7Dr/L BITE LHt P17RPDS8 FOR PV= 2w" 11E'R8 Jill "PRODUCT7Q1V8. CBdlYr?tl'B, QR ABBIQA*Y81rT8 AR8 STRICTLr PRQBJBITSD. DRA WN: TE CHECK. • AE CONST CONSTRUCTION V F r CS J CONSTRUCTION JOINT C J CONTRACTION JOINT / CONTROL JOINT DEPT TAIL W F WIDE FLANGE DEP DFT DRY FILM THICKNESS WITHOUT DIA DIAMETER DIM DIMENSION DIST DISTANCE W P WORKING POINT DOWN DN R DRAIN DWG DRAWING EA EACH EACHFACE EF EACH ACH WAY ELEVAT EL ON EMB EMBEDMENT ENGR ENGINEER ES CH EXIST EXSTINGDE EXT EXTERIOR F V FIELD VERIFY F F FINISHED FLOOR FLR FLOOR F D FLOOR DRAIN FTG FOOTING GA GAGE/GAUGE GALV GALVANIZED G C GENERAL CONTRACTOR GLU-LAM GLUE LAMINATED GN. GENERAL NOTES H.A.S. HEADED ANCHOR STUDS HT HEIGHT HORIZ HORIZONTAL INT INTERIOR JT JOINT JST JOIST LGTH LENGTH LLH LONG LEG HORIZONTAL �� o {x LLV LONG LEG VERTICAL MANUF MANUFACTURE/MANUFACTURER --_--- M 5 MASONRY BEAM MATL MATERIAL MAX MAXIMUM MECH MECHANICAL MEZZ MEZZANINE MIN MINIMUM MISC MISCELLANEOUS RY OPENING MO MASS NI i N�MINALONTRACt N T S NOT TO SCALE N W T NORMAL WEIGH TOPPING O C ON CENTER OPNG OPENING OFF OPPOSITE PL PLATE PLY PLYWOOD P S F POUNDS PER SQUARE FOOT P S 1 POUNDS PER SQUARE INCH P C PRECAST CONCRETE PRE -ENG PRE-ENGINEERED PREFAB PREFABRICATED PT SSURS TREATED PW PANEL WIDTH REF REFERENCE REINF REINFORCING R C P REINFORCED CONCRETE PIPE REQD REQUIRED R W RETAINING WALL R D ROOF DRAIN SCHED SIM SCHEDULE 0 ECOMPLIP't4ce SIMILAR REVIEWED 1~OA SPC SPACE/SPACES SPECS P ,MINES SPECIFICATIONSSQ SUA S A STUD ANCHOR p TE S S STAINLESS STEEL STD StRUC STANDARD y�,��ir�,�._.'�_i�G_€�"Ili�:6� �i��. STRUCL�6 SYM TURAL CONSTRUED TO BE !� SYMMETRICAL f�i RMIT ISSUED SHALL ria C WOf,K AND NOT AS SF STEPPED FOOTING LICEN.3E-FO PROCEED WITH'TFIE Y TO V!OI_ATE, CANCEL, ALT E'� OR `SEI `^"�! ALNT THK AuT'H()RI THICK ASIDE ANOFT E PROVISIONS OF'CHE rEC ISSUANCE OFA PERMIT PRL -VE THD T B THREAD/THREADEDCODES', f,IOR ;HALL THE BUILT OFFICIAL FROM THEREAFTER TIE BEAM OF ERRORS IN PLANS, T 4 B REQUIRING A CORRECTION TOP AND BOTTOM CONSTRUCTION OR VIOLATIONS OF THIS CODE T 4 G TONGUE AND GROOVE T.O.C. TOP OF CONCRETE T.O.PL. TOP OF PLATE T.o.S. TOP OF STEEL TYP TYPICAL ' �J\GDIN(3 TS TUBE STEEL U N O UNLESS NOTED OTHERWISE SANFORD VERT VERTICAL VOL VOLUME WF WALL FOOTING WP WATERPROOF W W F WELDED WIRE FABRIC cc 0 U. U. 0 he z 4 cc LU0 cc U. Z > cr) cc a la CC ky H�� aLit ZOO W=cc 0 r` Z 0Q4C N V- U) n REVISIONS 0 0 0 PROJ NO.:11-014 DATE: 6-6-11 MOSS DRd1rIR08 AM VQPr— JOIiNAdI'bf8'PT, LCC; ,!Q!B TffiB CQ1PrlA1Q9T A1iD QTRBR RIND R899RICTS Taa 1788 OF', masa DocoarairTs ro Tsa QRlb7Dr/L BITE LHt P17RPDS8 FOR PV= 2w" 11E'R8 Jill "PRODUCT7Q1V8. CBdlYr?tl'B, QR ABBIQA*Y81rT8 AR8 STRICTLr PRQBJBITSD. DRA WN: TE CHECK. • AE W H WEEP HOLE V F r i WT WEIGHT W F WIDE FLANGE W / O WITHOUT PERMIT # M WD WOO W P WORKING POINT cc 0 U. U. 0 he z 4 cc LU0 cc U. Z > cr) cc a la CC ky H�� aLit ZOO W=cc 0 r` Z 0Q4C N V- U) n REVISIONS 0 0 0 PROJ NO.:11-014 DATE: 6-6-11 MOSS DRd1rIR08 AM VQPr— JOIiNAdI'bf8'PT, LCC; ,!Q!B TffiB CQ1PrlA1Q9T A1iD QTRBR RIND R899RICTS Taa 1788 OF', masa DocoarairTs ro Tsa QRlb7Dr/L BITE LHt P17RPDS8 FOR PV= 2w" 11E'R8 Jill "PRODUCT7Q1V8. CBdlYr?tl'B, QR ABBIQA*Y81rT8 AR8 STRICTLr PRQBJBITSD. DRA WN: TE CHECK. • AE Design No. 0415 July 14, 2016 Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. System No. BW -S-0003 Assembly Ratings - 1 and 2 Hr (See Item 2) L Rating At Ambient Less Than 1 CFM/Lin Ft (See Item 3B) L Rating At 400°F - Less Than 1 CFM/Lin Ft (See Item 313) Joint Width -3/4 In. M System No. WW -S-0059 April 05; 2010 Assembly Rating — 1 and 2 Hr (See Item 2) Joint Width — 1 in. Max 1. I-loor, bide and Geiling Runners — "J" - shaped runner, min 2-1/2 in. deep (min 4 in. deep when System C is used), with unequal legs of 1 in. 1. Floor Assembly - Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf and 2 in., fabricated from min 24 MSG (min 20 MSG when Item 4A, 413, or 1600-2400 kg/m3) structural concrete. Floor may also be constructed of any 6 in. (152 mm) thick UL 4C, 4D or 7 are used) gale steel. Runners positioned with short leg toward Classified hollow -core Precast Concrete Units*. M a� , finished side of wall. Runners attached to structural supports with steel See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. ntA fasteners located not greater than 2 in. from ends and not greater than 24 2. Wall Assembly - The 1 or 2 h fire -rated gypsum board/steel stud wall assembly shall be constructed in. OC. "E" - shaped studs (Item 2A) may be used as side runners in of the materials and in the manner specified in the individual U400 or V400 Series Wall or Partition Design place of "J" - shaped runners. in the UL Fire Resistance Directory. In addition, the wall may incorporate a head -of -wall joint system constructed as specified in the HW Series Joint Systems in the UL Fire Resistance Directory. The wall shall 2. Steel Studs — "C -H" - shaped studs, min 2-1/2 in. deep (min 4 in. include the following construction features: A. Steel Floor Runner - Floor runners of wall assembly shall consist of min No. 25 gauge galv steel 1. Concrete Wall Assembly — Min 4-1/2 in. (114 mm) thick reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m3) structural concrete. deep when System C is used), fabricated from min 25 MSG (min 20 MSG channels sized to accommodate steel studs (Item 213). Floor runners to be provided with min 1-1/4 in. (32 when Items 2D, 4A, 413, 4C, 4D or 7 is used) galv steel. Cut to lengths 3/8 mm) flanges. Runners secured with steel fasteners spaced 12 in. (305 mm) OC. 2. Shaft Wall Assembly — The 1 or 2 hr fire rated shaft wall assembly shall be to 1/2 in. less than floor -to -ceiling height and spaced 24 in. or 600 mm OC B. Studs - Steel studs to be min 3-1/2 in. (89 mm) wide. Studs cut 1/2 to 3/4 in. (13 to 19 mm) less in constructed of the materials and in the manner described in the individual U400 or (max 16 in. OC when Items 4A, 413, 4C, or 4D are used). length than assembly height with bottom nesting in, resting on and fastened to floor runner with sheet V400 Series Wall and Partition Design in the UL Fire Resistance Directory. The metal screws. Stud spacing not to exceed 24 in. (610 mm) OC. C. Gypsum Board* - Gypsum board installed to a min total thickness of 5/8 in. (16 mm) or 1-1/4 in. (32 wall may be perpendicular or parallel to concrete wall and shall include the 3. Gypsum Board* — Gypsum liner panels, nom 1 in. thick, 24 in. or mm) on each side of wall for a 1 or 2 hr fire rated wall, respectively. Wall to be constructed as specified in following construction features: 600 mm (for metric spacing) wide. Panels cut 1 in. less in length than the individual U400 or V400 Series Design in the UL Fire Resistance Directory except that a max 3/4 in. "J" floor to ceiling height. Vertical edges inserted in "H" portion of "C -H" studs ( 19 mm a shall be maintained between the bottom of the gypsum board and the top of the concrete ) gap A. Steel Runner-shaped runner, min 2-1/2 in. (64 mm) wide with s — or the gap between the two 3/4 in. legs of the "E" studs. Free edge of end "J" floor. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall. unequal legs of min 1-1/4 in. (32 mm) and min 2 in. (51 mm), fabricated from min 24 MSG galv steel. The length of the shorter leg of the "J" -shaped runner used for panels attached to long leg of vertical - runners with 1-5/8 in. long 3. Joint System - Max separation between top of floor and bottom of gypsum board is 3/4 In. (19 the ceiling runner shall be min 1/4 in. (6 mm) greater than the joint width. Runners Type S steel screws spaced not greater than 12 in. OC. When wall height mm). The joint system consists of a packing material and a fill material, as follows: positioned with shorter leg toward finished side of wall. Runners attached to wall exceeds liner panel length, liner panel may be butted to extend to the full A. Packing Material - (Optional, Not Shown) - Mineral wool batt insulation, polyethylene backer rod or with steel fasteners spaced max 24 in. (610 mm) OC. As an alternate to the height of the wall. Horizontal joints need not be backed by steel framing. In System I, butt joints in liner panels are staggered min 36 in. Butt joints glass fiber insulation firmly packed into the gap between the bottom of the gypsum board and the top of the concrete floor and recessed from each surface of the wall to accommodate the required thickness of fill "J" -shaped runner, a min 2-1/2 in. (64 mm) wide by 1-1/4 in. (25 or 32 mm) deep backed with 6 in. by 22 in. strips of 3/4 in. thick gypsum wallboard (Item material. channel formed from min 24 MSG galv steel may be used for the runner. 4). Wallboard strips centered over butt joints and secured to liner panels B. Fill, Void or Cavity Material* -Sealant - Min 1/2 in. (13 mm) thickness of fill material installed on "C "I" "C with six 1-1 /2 in. long Type G steel screws, three screws along the 22 in. each side of the wall between the bottom of the gypsum board and the top of the concrete floor, flush with B. Steel Studs — -T", or -H" -shaped steel studs to be min 2-1/2 in. dimension at the top and bottom of the strips. each surface of the wall. When mineral wool batt insulation is used as a packing material, min thickness of (64 mm) wide and formed of min 24 MSG gale steel. First stud adjacent to concrete fill material on each side of the wall is 1/4 in. (6 mm). wall assembly located max 4 in. (102 mm) from wall face. Studs spaced max 24 in. SPECIFIED TECHNOLOGIES INC - SpecSeal ES Sealant, SpecSeal LCI Sealant, SpecSeal LC150 (610 mm) OC. CGC INC — Type SLX Sealant, Pensil 300 Sealant or SpecSeal Series SIL300. UNITED STATES GYPSUM CO — Type SLX Note: L Ratings apply when SpecSeal ES Sealant is used. *Bearing the UL Classification Mark C. Gypsum Board* — 1 in. (25 mm) thick by max 24 in. (610 mm) wide Z gypsum board liner panels. Wall to be constructed as specified in the individual USG BORAL ZAWAWI DRYWALL L L C SFZ -- Type SLX U400 or V400 Series Design in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) gap shall be maintained between the side of gypsum board and face USG MEXICO S A DE C V — Type SLX of concrete wall assembly. 4. Gypsum Board* — D. Gypsum Board* — Gypsum board sheets, 1/2 or 5/8 in. (13 or 16 mm) System A —1 Hr thick, applied on finished side of wall as specified in the individual Wall and Partition Design. Wall to be constructed as specified in the individual U400 or V400 Series Gypsum panels, with beveled, square or tapered edges, nom 5/8 in. Design in the UL Fire Resistance Directory, except that a max 1 in. (25 mm) gap thick, 48 in. or 1200 mm wide, applied vertically or horizontally, attached 4 shall be maintained between the side of the gypsum board and face of concrete to studs with 1 in. long Type S steel screws spaced 12 in. when installed wall assembly. vertically or 8 in OC when installed horizontally. Horizontal joints need not The hourly fire rafting of the joint system is equal to the hourly rating of the be backed by steel framing. gypsum wall assembly. CGC INC — Types AR, C, IP -AR, IP -X1, IP -X2, IPC -AR, SCX, SHX, 3. Fill, Void or Cavity Material Sealant —Max separation between side of ULX, USGX, WRC, WRX Q gypsum board and face of concrete wall assembly is 1 in. (25 mm). Min 1 in. (25 UNITED STATES GYPSUM CO —Types AR, C, FRX-G, IP -AR, IP -X1, Trim) depth of sealant to be installed to fill linear gap between side of gypsum board "J" IP -X2, IPC -AR, SCX, SGX, SHX, ULIX, ULX, WRC, WRX, USGX. When liner panel (Item 2C) and inside surface of -shaped runner prior to installation of ULIX is used insulation; Item 6, Batts and Blankets* is required and gypsum board sheets on finished side of wall. The depth of sealant to be installed minimum stud depth is 4 in. to fill the linear gap between the side of the gypsum board sheets (Item 2D) and the Z face of the concrete wall and shall be equal to the overall thickness of the gypsum 5. Joint Tape and Compound — (Not Shown) board sheets, flush with the finished side of the wall. Systems A, B, C, E, F, G, H, I HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — CP 606 Joints on outer layers of gypsum boards (Item 4 and 4A) covered with paper tape and joint compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with square edges. Exposed screw heads covered with joint compound. N � M a� , ntA M 1 4 AR $. ��$ IR0009781 d cc O U. U. O M Z 4 F - Q H Z 4°. U) 04 I�— M W 0 In cc 1111C CL ~L3 Z CC iW _ F-�O V 9 O W cc cc I.4O �°a W ©©OC cc CV r V) U REVISIONS 0 0 L A 0 0 PROJ NO.:1-1-014 DATE: 6-6-I1 TMSB DRI11I1VOS IRE' COPY- RRTRTBD DYE ism JIINICBElE1FT, LLC, 8018 TBIS 60PYRlQHT MTD OMM ROM MMICTS T8B USB OF MRS& DOCVMrN 5" 9D TRE' ORIOINIL SITE OR PORPOSB FDR 1 MVH TBBY MW P9&EPIWID. RBP"PU MlYS. CNAMS. OR ISSMWANM AM STRICTLY PROJUBlT A DRAWN. TE CHECK. AE A002 II 1:111. _. ..-__ --.. 1111 - - _1111. ' _.- ' ---.. ----I III 'i 1 I.I' I I I I i L. 1111. w _.-.�w- _ -_'._ :..__ .,.....w�_�_ _...�__ _-w.._-..� __ -._ _1_1__11. ____1.111._ ,,-,�..w...-.�.�. __�_�_._..._.-._.----'----- -. .:-- FBC-5 2014 - 1301.1.2 FIRE ALARM SHOP DRAWINGS. SHOP DRAWINGS FOR FIRE ALARM SYSTEMS SHALL 5E SU5MITTED FOR REVIEW AND APPROVAL PRIOR TO SYSTEM INSTALLATION, AND SHALL INCLUDE, 5UT NOT BE LIMITED TO, ALL OF THE FOLLOWING: I. A FLOOR PLAN THAT INDICATES THE USE OF ALL ROOMS. 2. LOCATIONS OF ALARM -INITIATING DEVICES. 3. LOCATIONS OF ALARM NOTIFICATION APPLIANCES, INCLUDING CANDELA RATINGS FOR VISIBLE ALARM NOTIFICATION APPLIANCES. 4. LOCATION OF FIRE ALARM CONTROL UNIT, TRANSPONDERS AND NOTIFICATION POWER SUPPLIES. 5. ANNUNCIATORS. 6. POWER CONNECTION. 1. 5ATTERY CALCULATIONS. 8. CONDUCTOR TYPE AND SIZES. 9. VOLTAGE DROP CALCULATIONS. 10. MANUFACTURERS' DATA SHEETS INDICATING MODEL NUMBERS AND LISTING INFORMATION FOR EQUIPMENT, DEVICES AND MATERIALS. 11. DETAILS OF CEILING HEIGHT AND CONSTRUCTION. 12. THE INTERFACE OF FIRE SAFETY CONTROL FUNCTIONS. 13. CLASSIFICATION OF THE SUPERVISING STATION. EXTERIOR F5il 2014 SECTION 9033 INTERIOR FINISH. INTERIOR FINISH IN EXITS SERVING THE WORK AREA 51-4ALL COMPLY WITH SECTION 803.4 BETWEEN THE HIGHEST FLOOR ON WHICH THERE 18 A WORK AREA TO THE FLOOR OF EXIT DISCHARGE_ SECTION 905 MEANS OF EGRESS SOW GENERAL. THE MEANS OF EGRESS SHALL COMPLY WITH THE REQUIREMENTS OF SECTION 805 EXCEPT AS SPECIFICALLY REQUIRED IN SECTIONS 905.2 AND 9053. 9052 MEANS -OF -EGRESS LIGHTING. MEANS OF EGRESS FROM THE HIGHEST WORK AREA FLOOR TO THE FLOOR OF EXIT DISCHARGE SHALL 5E PROVIDED WITH ARTIFICIAL LIGHTING WITHIN THE EXIT ENCLOSURE IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA 5UILDING CODE, 5UILDING. 905.3 EXIT SIGNS. MEANS OF EGRESS FROM THE HIGHEST WORK AREA FLOOR TO THE FLOOR OF EXIT DISCHARGE SHALL 5E PROVIDED WITH EXIT SIGNS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA 5UILDING CODE, BUILDING. SECTION 906 ACCESS151LITY 906.1 GENERAL. A 5UILDING, FACILITY OR ELEMENT THAT IS ALTERED SHALL COMPLY WITH THE PROVISION OF THE FLORIDA 5UILDING CODE, ACCESSIBILITY. EX'T'ERIOR 105 OAK STREET WALL AND ROOF LEGEND Group B - BUSIN ESS BLDG TYPE: III -15 Type III -B UNPROTECTED SPRINKLED FULLY SPRINKLED: YES BLDG ELEMENT REQUIRED /",- II NOTE PRIMARY STRUCTURAL FRAME / II 0 NA. EXIST EXT 4 INT LOAD BEARING WALLS / II 5660 SF / 5660 SF EGRESS CAPACITY TABULATION � � EXISTING DOOR t0 5E DEMOLISED 2 2 SEE DEMO PLAN INTERIOR 0 EXISTING WALLS AND EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE - - - - CONSTRUCTION t0 DEMOLISHED .:_' (DASHED UNFILLED LINES) I . SEE DEMO PLAN s NR KR rJ. EXISTING 2 HOUR FIRE RACED WALL I F* R1. 01121 !'•°;;■:�'','�°"1°""'•'- A `u'v`v`v�\, 1=XIStINCs TENANT DEMISING WALL NA .... .,,. .. EXISTING PARTITION WALLS AND ®uRMR , , , CONSTRUCTION TO REMAIN 20 TO 30 1 (OPEN UNFILLED LINES). HRa�e '11.111.1.1-­=:=:=:�:�:�:.� . = .......... ... . EXIStINCs I HOUR FIRE RACED WALL NA EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE TO 5E EXTENDED t0 DECK A5OVE ' "R'R ` NEW I HOUR FIRE RATED WALL ® WR MR 0 NEW NON FIRE RATED WALL reR FLOOR 4 SECONDARY MEMBERS 0 Note of BGFfED ,,, .. EXISTING POOR TO REMAIN -ULB ,,:,1:111 ,.11.1:1 PER /,"� L NNO r MD NEW POOR _U,e FIRE RESISTANCE RATING REQUIREMENTS FOR BLDG ELEMENTS Group B - BUSIN ESS BLDG TYPE: III -15 Type III -B UNPROTECTED SPRINKLED FULLY SPRINKLED: YES BLDG ELEMENT REQUIRED PROVIDED NOTE PRIMARY STRUCTURAL FRAME 0 0 NA. EXIST EXT 4 INT LOAD BEARING WALLS BERAING WALLS 5660 SF / 5660 SF EGRESS CAPACITY TABULATION U °etaCa kQ N4 C 0 EXTERIOR 2 2 EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE INTERIOR 0 2 EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE NON BEARING WALLS/PARTITONNS If'♦ .:_' EX'T'ERIOR I . 2 0 TO 5 3 NA EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE 5 t0 10 2 NA EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE 10 t0 20 2 NA EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE 20 TO 30 1 NA EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE MORE THAN 30 0 NA EXIST 12" BRICK (CLAY) MASONRY -NO CHANGE NON 5ERAING WALLS ♦1 ` .. _ ® INTERIOR 0 0 FLOOR 4 SECONDARY MEMBERS 0 0 ROOF t SECONDARY MEMBERS 0 0 F5C-5 2014 SECTION 508.4 SEPERATION CODE REVIEW DATA APPLICABLE CODES APPLICA5LE CODES: F5C ISUILDING 2014 5TH ED F5C BUILDING EXISTING 2014 5TH ED FBC FLUM51NG 2014 5TH ED F5C MECHANICAL 2014 5TH ED F5C FUEL GAS 2014 5TH ED NATIONAL ELECTRIC CODE 2011 F5C ENERGY CONSERVATION 2014 5tH ED FBC ACCESS151LITY 2014 5tH ED DOJ 2010 ADA STANDARDS FOR ACCESSI5L,E DESIGN NFPA I FIRE CODE 2012 NFPA 101 LIFE SAFETY CODE 2012 13UISNESS TO BUSINESS NONE SEPERATION REQUIRMENTS FLORIDA FIRE PREVENTION CODE 5TH ED MSC -13 2014 SECTION 109.1 FIRE PARTITIONS IMI -6 WALL SEPARATING INDIVIDUAL TENANTS= ONE HOUR FIRE RATED INSTALLATION OF PORTA5LE FIRE EXTINGUISHERS NFPA 10, EXCEPTION FOR GROUP 5 WHERE COMBINED 2010 EDITION AREA IS LESS THAN 3008F F5G-5 2014 SECTION 112 HORIZONTAL ASSEMBLIES AS REQUIRED BY THE BUILDING TYPE OF CONSTRUCTION NO RATING REQUITED TSC -5 2014 SECTION 111 CONCEALED SPACES NOT REQUIRED IN 5LDGS WITH NFPA 13 AUTOMATIC SPRINKLERS 1113 DRAFT -STOPPING IN FLOORS FOR OCCUPANCIES OTHER THAN R1,R2,R3 v107 OAK STREET 1111.,... , �%1111,,, „ .. _1 - . I „,, O _ ,k '.*"."" ", i r .11"0. a :: kI I ;it\% `,:::` vI,"', , ", 11 '..... T- : - ....... . I . ....... ........ ...... _ 1111: , I 1 , , 'I. ` ii .... ...... ... �.� ��,.. 0 I .si'...!,�4 i � � ".11" '... ... I �'`` AXI - -.k 1 : ... .... 1-1-1 . I ....... : _,�,, �....., '.. I � I 1...1.1.1 ... ..... .......:-, 1.1-111 .... - ... ...................................... . ; : I ......... . ", I.....1 ................. .1..11. � - FE ,, . - � All, _ _ I. ",L 10 F ;: I; - E ,uvl.1 ` . _ r71.. > , r ' r IN ■ I ` :r +� W c, i iii.� M c D 101 0 II : k I:,.�r.�\\\ %v\,. r 11 �, I OFFICE OFFICE .. .: D O o() z i €: i C ill E r 111 l„ IG E OFFICE ... ::.� -� i :__'" � 1 z : I 66 i I ;i ■ w i ■ ■ O U, C) : I1 .,I ■ ■ - r : I-- O 1 W - GONE NCE l 1 W ■ _, - €' €I a 1 U • - 1: IW I. r=. C I: ■ ,., F ,. ll'�, : i � i I I ■ 1 ..,,.,,..,. 1--- \ : i � � I a % : � .1 ; I7 , I-' „ Il O , ;''I r : I --I II__`,8 I 1 ■it - i { 1111 ................................ 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EXIT STAIRS I - j i , I = ;:'\r`'_......_:......r..-I" `E 1�' ._r,,.-.- -I .........I0I .........P..............!....!........!.!........%�iRi�;i��i;i`i ,i;�`r,`Ilrlrl EXISTING 2 HOUR BRICI�I � I � � _r _ =EXISTING 1 HOUR FR METAL STUD AI Cill�>3 WALL 1 MASONRY WALL- `"::�■ruurly 1' - r �TOI _....::........_:....,,,,__,....,,,,,,.. .. 1...., :, _ 111 .... ,,,..,,,,, ,,.,,,..,,, _,,, ,.,1111 LOSET :I _ : -„ .,,:.....,. _, 1_,11 1111,,,, :111,1,, :s o `lm I I m I I m I I m I I m I I m I I m I I m 1 I m I 1 m I i m I I 1 1= 1 1= 1 1= 1 1 = I i _ - 11 111M 11 11 I. �� rlr irll�irirlarlrly. I I r■ I I= I II• I I= I I n I I= I I= I I= I I= I I= I I r*irlrirlrlri.lmI ;i l� i.Iarirlrirlriria. 1 1. 1 • 0 -3 d:- 1 _ NEW 1 HOUR 1=R METAL STUD 7�iND Il WALL : ., , „ ,,, ,,,,,,,, , 1111 , 1111 „_,,,,..,,,..._,...._,............._.:.,,::,,:.,:.::::_:.,:...,. ,..,,,,..,, ,,. , 1111 ,,,,,,,,,, ,,,,,,,,,,,,,,,..,,,,,,,,,,,,,,,,,,,,,,:,,,,,,,,,.,,,,,,,,,,,.,,,,,,.,, ,,1,111,,, ,,,;,;,,,,,,,_,,, ,,,,,;. _ I 1 : :: .,.. „_1111 ,,,, ,,,,,,,,,,,.,,,,,,_,,,.,.,, - - - - METAL STUD AN G LID : :: 1 I : :::; _ .:.................................................................. EXISTI1Cx 2 HOUR I:3RICK •.., ., 11 '=�XISTINCa 2 HOUR SRIGK MASON'Y WALL- 1 ""'"' 73-2♦, r •�'•� -I` ��/ - 5LDGEMA MAINTENANCE , II, M.4ONRY WALL- '►w ii • - I-IALLWAY • = I D.G, G % % 1 Ii ■■■•YV •1 1 3 ♦j I ri�ulrlrlrlrl Irirlrlrirl %%STAIRWELL WALL s ; k i . 1 , 1111,,, 1111., ., `• • k .+ �' _ ., : 00I : - k ♦ - I 1 9' 9" EXISTING 2 MASONRY WALL- . ,. - - k _ .. 0 ♦ i 4 '• EX HOUR BRICK %k 64'4" 4 IV -1 i 1 STAIRWELL WALL 1 % I :: '( it %1 I;I Ij I •. • ♦ i ii �I[ �II�II=`I�I=II=II�I1n II=II01I I=II=II=II=IIMII=II=II=II=IIrI, I*AC P 1 I I ... ♦ �„ . r 1 , ,. OFF .. � ♦ ,,,,.,,,, „1111,, „ ,,, 1111, GE _ E • ";;".. ��'`�' 1 S 1: ® , • ERVER ♦ I ♦ 0 ♦ • -N I : HA WA11 ; 1 ,` 4'-3" I �i � � ♦♦�10 zQ' i W MEN : _ - • ♦� • ; 1 sA .. ::..11 r rI. II lu W - W . .. ... . ... .. . .. . 1111., ♦ k • - i EXTERIOR f � '1 U N 11 ll� ' 1 E 2 r L.r. - k 'i it 1111 . :, ; 1 0 atf;r,,,,,,,, izt } i. ♦... i : : , 1 • .. ......kHLi XIT STAIRS 1. ;I :; :: rr 2 MASONRY - : r XI�TI. E NG HOU ICK MASO I r ` `, R BR R LL :: 1 ::: it it STAIRWELL WALL :.., ♦ 1 „ • • 1 I ., _,,,...,, „ ,,,: 1 = 1 �'i"i` HT1 h,,yh,,-,,,,i„,,,,,.,,.i`� ,1,-,,..=,„,,,,-„„i„-,,,,,.-,i,,,,-,.i,i„-,.i.i=:,i.l.y I ii k It I , - i I! _ r `• 1 ..It . 11 it :1111, , .. , 1♦ \ k • ' ... r 1111.. :: 1. k • • .,.. LL : ;.,. ................. .. .k ....................... ..I..." 1 • 1 .. " . k; _, , ,1111,_ 111 .,....._,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,:,.,,.,, ..,,..,.,,,,,...,,,.,,,..,, 1111,., « � 1111 I .111, 11;11. 1111,., r 3 -II I- „•. :.....:....... 1111. ........ .1.......111 ... :.., ; ......... ` 26'-10" r 1! 0 10-FE&C - CPOT ,� 1 H'4Li� L�-WA_Y r� - , . ♦•♦� I 1 ♦fir 'u■ur■■■■r `� ■■rn■u■r■r■rrrruurru ♦♦♦♦ d V ♦ ♦ •• ♦ - • ♦ ♦ l.. 10 FE&C 1♦ •1♦ FLAME SPREAD NOTES 1 -ALL WALL AND CEILING FINISH MATERIALS INCLUDING VINYL AND RUBBER BASE, SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E-84 AND SHALL COMPLY WITH CLASS B INTERIOR FINISH WITH FLAME SPREAD 26-15 AND SMOKE DEVELOPED 0-450. 2.ALL EXTERIOR DOORS AND FRAMES SHALL COMPLY WITH CLASS A INTERIOR FINISH WITH FLAME SPREAD 0-25 AND SMOKE DEVELOPED 0-450. 3.F ING MATERIALS SH LOOKALL HAVE A MINIMUM OF CLASS II INTERIOR FLOOR FINISH LING AS CLASSIFIED RA LASSIE ED IN ACCORDANCE ANC WITH NFPA 253. NOTES: 1.PROVIDE FIRE EXTINGUISHER HAVING A MIN. RATING OF Ill 4 -A:80 -5:C FOR EVERY 3000 SFi ALL EXTINGUISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSISL . E 2.THE TOP OF THE EXTINWISHER SHALL NOT EXCEED 60" A.F.F.i U 41LE THE BOTTOM OF THE EXTINGUISHER SHALL BE MOUNTED At 4" MIN. APF. 3.TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 15'. 4. t t ALL REQUIRED EXITS WAY OF APPROACH THERETO AND WAY OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY 5E L MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR UNOBSTRUCTED EGRESS IN THE C OF FIRE OR OT NCV. Y DEVICE LEGEND BUILDING INFORMATION OCCUPANCY: Group B - BUSIN ESS CONSTRUCTION TYPE: Type III -B UNPROTECTED SPRINKLED FULLY SPRINKLED: YES BUILDING HEIGHT: APPROX 42 FEET NUMBER OF STORIES: LEVEL OF THE PROJECT: 2 1 . T , a ! WTAI OCCUPANCY CONSTRUCTION ALLOWABLE TENANT AREA B TYPE AREA 57 51b 4-A:40-B:G FIRE EXTINGUISHER ON NOOK MIN. AI S LE WIDTH: 1 4 4 (GROSS / NET AREA) B III -B NA 5660 SF / 5660 SF =i: QN1_1LIaaI[*][*7:7_1CI I=� -, OCCUPANCY AREA NET AREA/OCCUPANT (#/NSF) OCCUPANT LOAD B 5660 SF 100 NET 57 51b 4-A:40-B:G FIRE EXTINGUISHER ON NOOK MIN. AI S LE WIDTH: 1 4 4 11 47 TOTAL 5660 SF 32" 57 EGRESS CAPACITY TABULATION U °etaCa kQ N4 C 0 OCCUPANCY OCCUPANT LOAD EGRESS WIDTH REQUIRED EGRESS WIDTH PROVIDED B 57 DOORS: 57 X 0.2 =11.4" MIN 216" If'♦ .:_' ." I I . 2 NUMBER OF EXITS REQUIRED OCCUPANCY OCCUPANT LOAD NUMBER OF EXITS REQUIRED # OF EXISTS PROVIDED B 57 2 4 o EXIT 3I MAX. ALLOWABLE TRAVEL DISTANCE: 200' ACTUAL ,, ,,,. ,... , „ , ,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,, „, . :., ...... „ .........., .................... .........:.; .;> ;; I 73'-2" MAX. DEAD END CORRIDOR LENGTH: 50' 2111" 51b 4-A:40-B:G FIRE EXTINGUISHER ON NOOK MIN. AI S LE WIDTH: 1 4 4 11 47 I MIN. CLEAR OPENING OF EXIT DOORS: 32" 33.75" a . `: ♦� . ; ,,,,,,,,,,,,,,,,,, 1111:,. i: ......................... .................... ,, ,,,. ,... , „ , ,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,, „, . :., ...... „ .........., .................... .........:.; .;> ;; I .... ,,,,, . ,1:111 , , , „,. '; .3'. •. ♦� ? \\\\ t I r■r.■rr.. r, i I' 5-3&C 51b 4-A:40-B:G FIRE EXTINGUISHER ON NOOK T_ ,.it ,:, T_ <, ♦♦♦ k :: k :i I i .rr rrrrrrp�■ ■■rr .. , r U °etaCa kQ N4 C 0 'r ,W ♦ ♦♦ " `y, , k; r rrrrr�rrrrrr is 11 If'♦ .:_' ." I I . 2 1014 -A. -80-5:C RE EXTINGUISHER ON POOK • it $♦NTRY , ; OFFICE ,.. k :` OFFICE OFFICE 1111... 1111,, I; .i ' OFFICE „ ,,......it i OFFICE RK AREA : o EXIT 3I ' .. I ; I .... ;11. ' ' a ♦1 ` .. _ ® 'au _ l_1111111_� 'I fl cc ACCESSIBLE r- z z 0 70 4 r I m LIGHTED EXIT SIGN - LED OR EQUAL EXIT V LIGHTED EXIT SIGN (LED OR SIMILAR) WITH ACCESSI l EMERGENCY LIGHTS TWIN HEAD EMERGENCY LIGHT EXTERIOR O SMOKE DETECTOR ■IIIIIIIIIIIIIIIIIIIIIIIIII FIRE ALARM CONTROL PANEL FRCP ••••••••••••••• PATH OF TRAVEL 11 11111111111111111111111 11111111111111111111111 11111111111111111111111 COMMON PATH OF TRAVEL 0i$,1.$,,, ,r, �ii�.:. FIRE ALARM PULL STATION DEVICE HS FIRE ALARM HORN STR05E DEVICE EXISTING 2 x4 150DINE EMERGENCY N C N" r-4 w g cn SCO tJwCi Cb cob. b N ti' a� ��c4� IV *)oM� CMM� U °etaCa kQ N4 C 0 j��� �0. N rx y1 11 . +34` .,�' %m4 ." I a" 0 p, I v 11 � °' N ANTHONY E. EARN AR0009781 a cc J IWLU.0 z 4c cc W H c iirlt Z V cc 1110 r Z il1Tl v- a ~ P• N � �0 Bir 4c z IL I LU J J � a�� 1�i c . W Z�L'� �„ W � „� HOS � ' v -NZ ul C) U) 11111111111111 rr� REYZSIONS 0 A 0 0 0 A 0 PROJ NO. r - 1'1 014 DATE: 6-6-I1 TROSE DJUW.TNCS AM COPr- Rx"n Br EDESION AfAftQBlrERs; IM, "1e TSIS COPrRIOHT IND OTHER R/OSTB %'STRICTS T6E' USB OF rsESE DOWAIR1TSI TO r" ORIOIRAL SITE M PURPOSE POR M81CH Tsar wnr Pm a"11). l08PRDDUCTR?FS, Cs�IIOES, OR ASSlO11R3'IITS 3 STR "Ar PROR7BITED. DRAWN: TE CHECK. AE I A003 I I Ilii i' ��� �� i � i� I i � I— _ .__ .....�...�___..._,._._..�,___ ,.�. _-- ---__ _.. .�..w.... i _ u. _ ......_., _. _ y . _ . w. .. ... ! I I i __ _. l..'Ia ._� _ _ � _ ...___,._ ... _._.... �.. __ �,.. ...,__..__ W�..,�.„. __ _ ... _ , � _ _ l_ OFFICE E OFFICE L WALL AND 200F LEGEND EXTERIOR ........................._..I107 OAK STREET .............................. EXISTING DOOR TO BE DEMOLISED .......... ........... .......... .................................. ........ ......................................... SEE DEMO PLAN EXISTING WALLS AND CONSTRUCTION TO DEMOLISHED . . . . . . . . . . . . . . . . . (DASHED UNFILLED LINES) SEE DEMO FLAN .. . . .... ........ .... EXISTING 2 HOUR FIRE RATED WALL I PR FR T 0011M Q4LL ]EXIONO 104A'T0011:` .A.-I'l�\\�\\\\\,��k,\%,�x�'ll�\\\\\\\\\\.k\I EXISTING TENANT DEMISING WALL N.J, 11"11 * ............................................... EXISTING PARTITION WALLS AND ® 44R PR .......... ­­ ...... . . . . ............ CONSTRUCTION TO REMAIN it (OPEN UNFILLED LINES) .......... 1-1-�.:':-:':':-: .. .. ..... ............. EXISTING I HOUR FIRE RATED WALL G)I5 III TO 5E EXTENDED TO DECK ABOVE MEN .... .. . ... NEW I HOUR FIRE RATED WALL FLOOR TO DECK CONSTRUCTED ADJACENT TO NON RATED WALL OFF( 'E (PARTIAL HEIGHT fli ............ ; � mm� NEW I HOUR FIRE RATED WALL 0 HR FR �1 NEW NON FIRE RATED WALL mfR .......... . . . . . . . . . . . . . . . . . 2 NCIM . .. .. ... .... EXISTING DOOR TO REMAIN -ULE MR L NcIrr= F. W�_EID '2 NEW DOOR -ULE ---------- OFFICE OFFICE 1 05 OAK STREET PR 340A % : i ...................................... ...................... A ............... OFFICE 7 1 3i(v/" 1'w"I'r'.">"t':" ENTRY .................................................. — — - - - - - - - - - - - ALI- WORK TO COMPLY WITH ALL APPLICABLE CODES: F15C BUILDING 2014 5TH ED MC EXISTING BUILDING 2014 5TH ED FIBC PLUMBING 2014 5TH 1=0 FEIC MECHANICAL 2014 5TH ED FEIC FUEL GAS 2014 5TH ED NFPA '10 NATIONAL ELECTRIC CODE 2011 F5C ENERGY CONSERVATION 2014 5TH ED I=BC ACCESSIBILITY 2014 5TH ED FSC TEST PROTOCOLS 2014 5TH ED NFPA 101 LIFE SAFETY CODE - 2012 USA DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FLORIDA FIRE PREVENTION CODE 5TH ED NFPA 1, FIRE CODE FLORIDA 2012 INSTALLATION OF PORTABLE 1= =lc:,= EXTINGUISHERS 2010 EDITION THIS 15 A LEVEL 2 ALTERATION PER SECTION 404 F15C-5 2014 GROUP 5 BUSINESS OCCUPANCY ACCESSIBILTY SCOPE OF WORK KEY NOTES MULTI STORY 2 LEVELS Al NEW ACCESS15LE REST-R-0-0-197-6EE ENLARGED x_ -E SCOPE OF WORK KEY NOTES TYPE V-5 _> UP -PROTECTED SPRINKLED PLAN 0 I NEW GW15 CASED OPENING. PROVIDE METAL OR WOOD FURRING TO LEVEL AND PLUMB OUT Z JAMBS AND HEAD. WORK FLOORING AND 00,9 EASE TO MATCH 78 2. INSTALL NEW GLUE DOWN CARPET AND 4" VINYL COVE BASE IN ALL ROOMS. 3. IN TOILET ROOM PROVIDE NEW CERAMIC TILE. DAR CARPET SHALL CONFORM WITH FS / SD REGS BWJrN AR0009781 PER SHEET A001. TILE SHALL HAVE COEFFICIENT OF SLIP RESISTANCE PER ADA EXTERIOR ........................._..I107 OAK STREET .............................. .......... ........... .......... .................................. ........ ......................................... OFFICE w1cm . . . . . . . . . . . . . . . . . ................... .. . . .... ........ .... ............ .. .... . .............. ............................... ..... ........................... ..... N.J, 11"11 2 it 2 .......... 1-1-�.:':-:':':-: .......... ............ 4 G)I5 III .......... MEN 1 WOMEN OFF( 'E fli ............ ; � mm� �1 .......... .............. .......... . . . . . . . . . . . . . . . . . 2 . .. .. ... .... 4 ................. F. '2 .................. ---------- .............. ............ ......... . . ............. . . ............. ...... . ..... .......... WORK AREA OFFICE ........... NNNN, . ............... - - "imUN - - - - - ........ .. . . . . .......... I .......... i CLOSET . ........ ..... . ... ...... .......... ........................................... EXIT STAIRS I ....................... ....... . . . ....... ......................... ............. ... ... ................ ............................ ........................ . ......... ............ ........... ................. 'RXN"' "Mm ................................ ............. ............. "MMMIRp"', ........... ...... ...................... ............ ...... . ............. .. ...... MUM, NUMN ...................................... ................. .............. INUMN ............... . . ..... ........... ................................... ............................... ..... ... ...... ............................. ............................. WOMEN j i! .............. . . .... ............ .......... ........... OFFICE OFFICE OFFICE ............... ......... HALLWAY 5REAK ROOM MEN ............... :R .. .. ............ ... ......... .................. ................................................. . ......... 1 3i(v/" 1'w"I'r'.">"t':" ENTRY .................................................. — — - - - - - - - - - - - ALI- WORK TO COMPLY WITH ALL APPLICABLE CODES: F15C BUILDING 2014 5TH ED MC EXISTING BUILDING 2014 5TH ED FIBC PLUMBING 2014 5TH 1=0 FEIC MECHANICAL 2014 5TH ED FEIC FUEL GAS 2014 5TH ED NFPA '10 NATIONAL ELECTRIC CODE 2011 F5C ENERGY CONSERVATION 2014 5TH ED I=BC ACCESSIBILITY 2014 5TH ED FSC TEST PROTOCOLS 2014 5TH ED NFPA 101 LIFE SAFETY CODE - 2012 USA DOJ 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FLORIDA FIRE PREVENTION CODE 5TH ED NFPA 1, FIRE CODE FLORIDA 2012 INSTALLATION OF PORTABLE 1= =lc:,= EXTINGUISHERS 2010 EDITION THIS 15 A LEVEL 2 ALTERATION PER SECTION 404 F15C-5 2014 GROUP 5 BUSINESS OCCUPANCY ACCESSIBILTY SCOPE OF WORK KEY NOTES MULTI STORY 2 LEVELS Al NEW ACCESS15LE REST-R-0-0-197-6EE ENLARGED x_ -E SCOPE OF WORK KEY NOTES TYPE V-5 _> UP -PROTECTED SPRINKLED PLAN 0 I NEW GW15 CASED OPENING. PROVIDE METAL OR WOOD FURRING TO LEVEL AND PLUMB OUT Z JAMBS AND HEAD. WORK FLOORING AND 00,9 EASE TO MATCH 78 2. INSTALL NEW GLUE DOWN CARPET AND 4" VINYL COVE BASE IN ALL ROOMS. 3. IN TOILET ROOM PROVIDE NEW CERAMIC TILE. DAR CARPET SHALL CONFORM WITH FS / SD REGS BWJrN AR0009781 PER SHEET A001. TILE SHALL HAVE COEFFICIENT OF SLIP RESISTANCE PER ADA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . ................ FLOOR niPLAN .......... - scale: 3/16"al'-011 EXTERIOR > x lu EL E VATOF ti AND F5 - 4. PAINT ALL WALLS IN SUITE 101 W/ STD LATEX ENAMEL STAIN FINSH 5. PAINT ALL WALLS IN TOILET ROOM WITH EPDXY PAINT SEMI -GLOSS OR AHJ APPROVED EQUAL AS REQUIRED FOR IMPERVIOUS FINISH. IF EPDXY 15 NOT APPROVED USE CERAMIC TILE TO 4'-0" AND LATEX ENAMEL SEMI -GLOSS ABOVE IV foo 101i", "pro MEMNON\,` ­gnmpw NOTE: EXTERIOR THIS ISA HISTORICAL BUILDING ON LOCAL REGISTER. DO NOT DISTURB ANY EXTERIOR ELEMENTS, INCLUDING DOORS WINDOWS, STUCCO, TRIM, GLAZING, ETC. 3611 Z 4 r_ cc 0 .j LIL U. 0 he Z cc W ■Z cc 0 U. REVISIONS A A IL PROJ N0.:11-014 DATE: 6-6-11 rAfS& DRAWINGS ARE COPr- PJGUM Sr RMSIGN to TRIS Omm"mur �-J" an JUVM RESTRICTS I= v8s ar rims* "OvAm" ro rAff ONVINAL Snf OR PURMSS Pen Wmw rAwr ARAE pinv%ma REPRODUCTIONS. CHANGES. OR AS$XNAf8NrS AM SrXWTLr PRORZInTA DRA WN.' TE CHECK. AE A100 EXTERIOR ........................._..I107 OAK STREET .............................. .......... ........... .......... .................................. ........ ......................................... w1cm . . . . . . . . . . . . . . . . . �400 2 CON g Npr= RE 2 4 G)I5 .119 ..................... .......... —31, EXISTING Ars OFF( 'E �1 .......... .............. .......... . . . . . . . . . . . . . . . . . 2 4 ................. F. '2 ---------- WORK AREA . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................................. . ................ FLOOR niPLAN .......... - scale: 3/16"al'-011 EXTERIOR > x lu EL E VATOF ti AND F5 - 4. PAINT ALL WALLS IN SUITE 101 W/ STD LATEX ENAMEL STAIN FINSH 5. PAINT ALL WALLS IN TOILET ROOM WITH EPDXY PAINT SEMI -GLOSS OR AHJ APPROVED EQUAL AS REQUIRED FOR IMPERVIOUS FINISH. IF EPDXY 15 NOT APPROVED USE CERAMIC TILE TO 4'-0" AND LATEX ENAMEL SEMI -GLOSS ABOVE IV foo 101i", "pro MEMNON\,` ­gnmpw NOTE: EXTERIOR THIS ISA HISTORICAL BUILDING ON LOCAL REGISTER. DO NOT DISTURB ANY EXTERIOR ELEMENTS, INCLUDING DOORS WINDOWS, STUCCO, TRIM, GLAZING, ETC. 3611 Z 4 r_ cc 0 .j LIL U. 0 he Z cc W ■Z cc 0 U. REVISIONS A A IL PROJ N0.:11-014 DATE: 6-6-11 rAfS& DRAWINGS ARE COPr- PJGUM Sr RMSIGN to TRIS Omm"mur �-J" an JUVM RESTRICTS I= v8s ar rims* "OvAm" ro rAff ONVINAL Snf OR PURMSS Pen Wmw rAwr ARAE pinv%ma REPRODUCTIONS. CHANGES. OR AS$XNAf8NrS AM SrXWTLr PRORZInTA DRA WN.' TE CHECK. AE A100 USG STEEL C -H STUD USG STEEL J—RUNNER 1" SHEETROCK BRAND GYPSUM LINER PANEL �:7.• aim. -•v." ." .,.�„�•,�,k ' _ �,;..�, • . 1 is 5/8" SHEETROCK BRAND GYPSUM i. PANELS FlRECODE C CORE POWER ACTUATED FASTENERS 24" O.C. SHEETROCK METAL TRIM FIRE SEALANT i. 2 1/2" 25 GA TRACK � EXISTING WALL � 2 1/2" 25 GA STUDS/ OR 7/8" ! i FURRING • 2'-0" OC MAX CEILING INCA INTER5ECTION AT UJ,4LL Scale: 3/4"=l' -O" � PENEtRANT 1=1RECODE GOMPOUNp CUT LINER PANEL TO Flt AROUND PENETRANT WIT" 1/2" NOM. ANNULAIR SPACE TI 4ERMAI=115r=R INSULATION IN C-AI/ITY' . PIREC0L7E GOMPOUNG+ CEILING FIFE FENETfRTION ADA TOILET ROOM NOTES: 1. FLUSH CONTROL FOR ALL WATER CLOSETS SHOULD BE MOUNTED ON THE WIDE SIDE OF THE STALL AS SHOWN IN ELEVATIONS. 2. TOILET PAPER DISPENSERS MUST ALLOW FOR CONTINUOUS FLOW OF TOILET PAPER. TYPES THAT CONTROL DELIVERY SHALL NOT BE USED. 3. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHER METHOD TO PREVENT ACCIDENTAL CONTACT. 4. FAUCET HARDWARE SHALL BE LEVER -OPERATED, PUSH TYPE, OR ELECTRONICALLY CONTROLLED. 5. NOMINAL GRAB BAR DIAMETER SHALL BE 1 1/4" TO 1 1/2" AND, IF MOUNTED ADJACENT TO A WALL, HAVE A 1 1/2 - SPACE /2"SPACE BETWEEN EDGE OF GRAB BAR AND EDGE OF WALL. 6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 7. ALL FIXTURES AND ACCESSORIES SHALL COMPLY WITH DIMENSIONS AS CALLED OUT ON PLANS AND ELEVATIONS OF THIS SET. Sca Is: 3/4 "=1,-0" TOILET ROOM SCOPE: 1. PROVIDE 2 NEW TOILET ROOMS COMPLETE WITH WALL, FLOORING, ACCESSORIES, DOORS, SUPPLY WATER LINES, SANITARY LINES, ETC 2. PROVIDE ALL NEW ACCESSORIES, FLOORING, FLOOR BASE, CEILING, WALLS, DOORS, ETC AS SHOWN. EXISTING DECK AND WOOD J015T WALL 5 CT I ON TOILET ACCESSORY SCHEDULE ALL ITEMS AS SPECIFIED OR EQUAL AS APPROVED BY ARCHITECT AND/OR OWNER NUMBER DESCRIPTION MANUF. & MODEL MOUNTING REMARKS REQ'D �+ O S-0" MIN cob. v) di 12" YIN 42" MIN O TOILET TISSUE BOBRICK SURFACE MOUNTED CENTER OF ROLL 48' AFF TO OPER PART IF INSTALLED Z DISPENSER B-2730 19" MIN. [YES:0 48" GRAB BAR BOBRICK SURFACE MOUNTED 2x6 CONT. BLOCKING BETWEEN ES .,y nn B -6106x48" 0 33" TO 36" A.F.F. STUDS FOR ATTACHMENT u _ HWC M 42" GRAB BAR BOBRICK SURFACE MOUNTED 2x6 CONT. BLOCKING BETWEEN YES p0 Z B -6106x 42" 0 33" TO 36" A.F.F. STUDS FOR ATTACHMENT U) a O PAPER TOWEL DISPENSER BOBRICK C—FOLD STAINLESS 48' AFF TO OPER PART IF INSTALLED NO 0 I"6 Z B-262 PER CODE FO SOAP DISPENSER BOBRICK 6-2111 40—FL OZ STAINLESS 48" AFF TO OPER PART IF INSTALLED 1 is 5/8" SHEETROCK BRAND GYPSUM i. PANELS FlRECODE C CORE POWER ACTUATED FASTENERS 24" O.C. SHEETROCK METAL TRIM FIRE SEALANT i. 2 1/2" 25 GA TRACK � EXISTING WALL � 2 1/2" 25 GA STUDS/ OR 7/8" ! i FURRING • 2'-0" OC MAX CEILING INCA INTER5ECTION AT UJ,4LL Scale: 3/4"=l' -O" � PENEtRANT 1=1RECODE GOMPOUNp CUT LINER PANEL TO Flt AROUND PENETRANT WIT" 1/2" NOM. ANNULAIR SPACE TI 4ERMAI=115r=R INSULATION IN C-AI/ITY' . PIREC0L7E GOMPOUNG+ CEILING FIFE FENETfRTION ADA TOILET ROOM NOTES: 1. FLUSH CONTROL FOR ALL WATER CLOSETS SHOULD BE MOUNTED ON THE WIDE SIDE OF THE STALL AS SHOWN IN ELEVATIONS. 2. TOILET PAPER DISPENSERS MUST ALLOW FOR CONTINUOUS FLOW OF TOILET PAPER. TYPES THAT CONTROL DELIVERY SHALL NOT BE USED. 3. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHER METHOD TO PREVENT ACCIDENTAL CONTACT. 4. FAUCET HARDWARE SHALL BE LEVER -OPERATED, PUSH TYPE, OR ELECTRONICALLY CONTROLLED. 5. NOMINAL GRAB BAR DIAMETER SHALL BE 1 1/4" TO 1 1/2" AND, IF MOUNTED ADJACENT TO A WALL, HAVE A 1 1/2 - SPACE /2"SPACE BETWEEN EDGE OF GRAB BAR AND EDGE OF WALL. 6. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 7. ALL FIXTURES AND ACCESSORIES SHALL COMPLY WITH DIMENSIONS AS CALLED OUT ON PLANS AND ELEVATIONS OF THIS SET. Sca Is: 3/4 "=1,-0" TOILET ROOM SCOPE: 1. PROVIDE 2 NEW TOILET ROOMS COMPLETE WITH WALL, FLOORING, ACCESSORIES, DOORS, SUPPLY WATER LINES, SANITARY LINES, ETC 2. PROVIDE ALL NEW ACCESSORIES, FLOORING, FLOOR BASE, CEILING, WALLS, DOORS, ETC AS SHOWN. EXISTING DECK AND WOOD J015T WALL 5 CT I ON TOILET ACCESSORY SCHEDULE ALL ITEMS AS SPECIFIED OR EQUAL AS APPROVED BY ARCHITECT AND/OR OWNER NUMBER DESCRIPTION MANUF. & MODEL MOUNTING REMARKS REQ'D �+ O S-0" MIN cob. v) di 12" YIN 42" MIN O TOILET TISSUE BOBRICK SURFACE MOUNTED CENTER OF ROLL 48' AFF TO OPER PART IF INSTALLED Z DISPENSER B-2730 19" MIN. [YES:0 48" GRAB BAR BOBRICK SURFACE MOUNTED 2x6 CONT. BLOCKING BETWEEN ES .,y nn B -6106x48" 0 33" TO 36" A.F.F. STUDS FOR ATTACHMENT u _ HWC M 42" GRAB BAR BOBRICK SURFACE MOUNTED 2x6 CONT. BLOCKING BETWEEN YES p0 Z B -6106x 42" 0 33" TO 36" A.F.F. STUDS FOR ATTACHMENT U) a O PAPER TOWEL DISPENSER BOBRICK C—FOLD STAINLESS 48' AFF TO OPER PART IF INSTALLED NO 0 I"6 Z B-262 PER CODE Z C FO SOAP DISPENSER BOBRICK 6-2111 40—FL OZ STAINLESS 48" AFF TO OPER PART IF INSTALLED NO Hul BO Z F— Li. 0 BOBRICK 60" AFF 48" AFF TO OPER PART IF INSTALLED H 0 a © COAT HOOK B-2118 REVISIONS NO 0 0 0 J MIRROR SS FRAMED GLASS TOP AT 74" MIN AFF BOTTOM AT 40" MAX YES A B-165 1836 A O PROD NO.: I'1-014 VIEW I HOUR RATED CEILING ASEEM5LY siEW ACOUSTICAL CEILING TILE 38/8" X 25 GA STD TOP TRACK TYP WIT 2-012 TO EACH STUD As" X 25 GA STD STUDS AT 1'-4" OC i" MIN FRGW5 EACH SIDE BASE EACH SIDE PER SCHEDULE 3518" X X 25 GA STD 50TTOM TRACK CONT I - 0.145 X 3/4" PAF * 2'-0" OC Scale: 3/4"-1'-O" 104 CONVENTIONS104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. ADVISORY 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. CONVENTIONAL INDUSTRY TOLERANCES RECOGNIZED BY THIS PROVISION INCLUDE THOSE FOR FIELD CONDITIONS AND THOSE THAT MAY BE A NECESSARY CONSEQUENCE OF A PARTICULAR MANUFACTURING PROCESS. WHERE THE REQUIREMENT STATES A SPECIFIED RANGE, (SUCH AS IN SECTION 609.4 WHERE GRAB BARS MUST BE INSTALLED BETWEEN 33 INCHES AND 36 INCHES ABOVE THE FLOOR), THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. WHERE A REQUIREMENT IS A MINIMUM OR A MAXIMUM DIMENSION THAT DOES NOT HAVE TWO SPECIFIC MINIMUM AND MAXIMUM END POINTS, TOLERANCES MAY APPLY. IN THE CASE OF WATER CLOSET GRAB BARS IT IS SUGGESTED THAT THE CONTRACTOR INSTALL A 48" LONG SIDE WALL BAR AND A 42" LONG REAR WALL GRAB BAR. CONVENTIONAL INDUSTRY TOLERANCES FOR THIS TYPE WORK IS %4". THERE IS NO TOLERENCE ALLOWANCE FOR MISLOCATED MINIMUM SIZED GRAB BARS. 1'-3" MIN 17" D �._2.. BASE 16"Mir * ALL SOAP DISPENSERS, TRASH 18" M CANS, AND PAPER TOWEL HOLDERS OR TOWEL BARS TO BE SUPPLIED BY GC. ALL WALL SEE HC DETAILS MOUNTED ITEMS TO HAVE 48" MAX. HEIGHT FOR ACCESSIBILITY MIN 11/2" CLEAR REQ AS SHOWN IN ELEVATION FROM TOP OF TANK TO 50TTOM OF 5AR 1 TOILET ROOT l' ELEu,4TION5 scale: 4101121'-011 i I I ENLARGED 1DIt'- EN5IONED TOILET R000l FLAN I. EXISTING MASONRY LOAD 5EARING WALL. PURR OUT WITH MIN Y8" X 25 GA AND )j" GW15 2. PROVIDE HC SIGN PER 2010 ADA SAD AND F5C ACCESS151LITY (A) 2014 2A PROVIDE SIGN ON FACE OF DOOR 3. DASHED LINES INDICATE FREE CLEAR AREAS REQUIRED 5Y 2010 ADA SAD, FBG -A 2014, 4 F5C-EC 2014 (OCC SENSOR). 14C STALL DOOR (IF ANY) 514ALL 15E SELF CLOSING 4. DOORS SHALL 5E SELF CLOSING 5. PROVIDE LIGHT SWITCH PER 2010 ADA SAD AND FBG -A 2014, F5C-EC 2014 6. PROVIDE REINFORCING IN WALLS FOR GRA5 5ARS PER DETAILS, 1. EPDXY PAINT TO MIN 4'-0" A50VE FLOOR AT ALL WALLS. AHJ MAY REQUIRE CERAMIC TILE OR OTHER IMPERVIOUS SURFACE TO 4'-0" HIGH. SEE NOTES SHEET AI00 FOR FLOOR AND WALL FIN1514 SPECS S. ENSURE THAT THE NEW LAVATORY IS NO MORE THAN I -P WIDE AND LOCATED EXACTLY WHERE SHOWN. S. ALL TOILET ACCESSORIES SHALL 5E INSTALLED PER ADA AND F5C-A REQUIREMENTS 10. NEW WOOD DOOR AND FRAME 11. INSULATE DRAIN AND SUPPLY PIPES PER CODE. NO METAL SHALL 5E EXPOSED 12. ENSURE TRIP HANDLE 15 ON OPEN/WIDE/LAY SIDE OF WATER CLOSET 13. RUN CH MEM5ERS (NOT SHOWN) FOR RATED LID IN EAST WEST DIRECTION * 2'-0" OC MAX Sca IS: 3/4 " =1' -0" ENLARGED ANNOTATED TOILET R00*l FLAN Scale: 3/4"®i'-0" N � 42"scHmuLm 9"SCHEDULED 48" scHmuLm �+ O S-0" MIN cob. v) di 12" YIN 42" MIN O 2'-OVIN 1'- IN Z 4O 2'-4" REd O1 2 RE CSFB Y Y y • A.r u � � a YYY .,y nn �- x x u _ HWC M W6 Z Z m Z M — -N HWC ;n ~ 0 U) a DO It 2 d �, WRAP PIPES 0 LY V � BASE 0 I"6 Z r M N N PER CODE Z C iY cm p xl N c OC IL aJ TWA w n Hul BO Z F— Li. 0 2�© cc w cc 'Q H 0 a 1` Z J .. o 4 0 Nervi F- 1'-3" MIN 17" D �._2.. BASE 16"Mir * ALL SOAP DISPENSERS, TRASH 18" M CANS, AND PAPER TOWEL HOLDERS OR TOWEL BARS TO BE SUPPLIED BY GC. ALL WALL SEE HC DETAILS MOUNTED ITEMS TO HAVE 48" MAX. HEIGHT FOR ACCESSIBILITY MIN 11/2" CLEAR REQ AS SHOWN IN ELEVATION FROM TOP OF TANK TO 50TTOM OF 5AR 1 TOILET ROOT l' ELEu,4TION5 scale: 4101121'-011 i I I ENLARGED 1DIt'- EN5IONED TOILET R000l FLAN I. EXISTING MASONRY LOAD 5EARING WALL. PURR OUT WITH MIN Y8" X 25 GA AND )j" GW15 2. PROVIDE HC SIGN PER 2010 ADA SAD AND F5C ACCESS151LITY (A) 2014 2A PROVIDE SIGN ON FACE OF DOOR 3. DASHED LINES INDICATE FREE CLEAR AREAS REQUIRED 5Y 2010 ADA SAD, FBG -A 2014, 4 F5C-EC 2014 (OCC SENSOR). 14C STALL DOOR (IF ANY) 514ALL 15E SELF CLOSING 4. DOORS SHALL 5E SELF CLOSING 5. PROVIDE LIGHT SWITCH PER 2010 ADA SAD AND FBG -A 2014, F5C-EC 2014 6. PROVIDE REINFORCING IN WALLS FOR GRA5 5ARS PER DETAILS, 1. EPDXY PAINT TO MIN 4'-0" A50VE FLOOR AT ALL WALLS. AHJ MAY REQUIRE CERAMIC TILE OR OTHER IMPERVIOUS SURFACE TO 4'-0" HIGH. SEE NOTES SHEET AI00 FOR FLOOR AND WALL FIN1514 SPECS S. ENSURE THAT THE NEW LAVATORY IS NO MORE THAN I -P WIDE AND LOCATED EXACTLY WHERE SHOWN. S. ALL TOILET ACCESSORIES SHALL 5E INSTALLED PER ADA AND F5C-A REQUIREMENTS 10. NEW WOOD DOOR AND FRAME 11. INSULATE DRAIN AND SUPPLY PIPES PER CODE. NO METAL SHALL 5E EXPOSED 12. ENSURE TRIP HANDLE 15 ON OPEN/WIDE/LAY SIDE OF WATER CLOSET 13. RUN CH MEM5ERS (NOT SHOWN) FOR RATED LID IN EAST WEST DIRECTION * 2'-0" OC MAX Sca IS: 3/4 " =1' -0" ENLARGED ANNOTATED TOILET R00*l FLAN Scale: 3/4"®i'-0" N � �+ cob. v) di cz 64 to �,a w IL CSFB Y Y y • A.r � a YYY .,y nn 0 W J J LL W6 Z U) m Z ~ 0 U) a cc cc 0 LY V � oc ,. 0 I"6 Z J I— Z C iY cm p !ri Ic c OC IL aJ TWA w Hul BO Z F— Li. 0 2�© cc w cc 'Q H 0 a 1` Z J .. o 4 0 Nervi F- REVISIONS 0 0 0 0 A A PROD NO.: I'1-014 DATE: 6 -6 -1'l TMSJf DRU MCS AM COPY- RiC1ITdD DY SD8SION JrAivAcaarsJTJ; sac; "to TBlB COPYRPOJiT AAD ar"A J99M RRSMV2 T8d USS OP TD8'SD DOCC/Jlt' IM IID Tsa 09R/m2m snw OIC PVNVSB' "R 1/BJSJ>! "W WSJW PWPARED. RS'PRODUCTl0Al8. CBACCC9gS, OR ASSICJ►JrE I Arra STRICTJ;Y PROs 7amD. DRA WN: TE CHECK. AE A200 w w U) U) LL U) w w w w F— U) U) _w L.L. Li O (REFLECTED CEILING FLAN Scale: 3/16"= 1'-0" 105 OAK STREET 107 OAK STREETXIS1'fNG ITEMLEGEND _ ....... _ ` .:`I 1 EXISTING 2X4 ACT AND GRID TO REMAIN _ - A ,... G t REMAIN _....... G EXISTING SPRINKLER TO 7 REMAIN 111 .. .:....................?. ...... S I G O 1� D. EXISTING UPPLY A R RILL t REMAIN E. EXISTING RETURN AIR GRILL TO REMAIN I NEW 1 QR< Kr=`r NOTES 1. RELOCATE 2X4 LIGHT FIXTURES AS SHOWN. 2. NEW 1i2" OR V GWB "HEADER" CEILING. FRAME WITH 25 GA FRAMING At 2'-0" OC MAX 3. NEW EMERGENCY AND OR EXIT LIGHTS - SEE ELECTRICAL PLAN 4. NEW AND OR RELOCATED FIRE SPRINKLER HEAD. GC SHALL PROVIDE SHOP DRAWINGS PER LIFE SAFETY PLAN NOTES AND FAC 61G15-32 5. RELOCATED RETURN GRILL OUT OF PROPOSED WALL LOCATION. SEE MEP PLAN 6. NEW RETURN GRILL OUT OF PROPOSED WALL LOCATION. SEE MEP PLAN I. NEW 2X2 OR 2X4 ACT 4 GRID. MATCH EXISTING 8. NEW 2X2 LIGHT, SEE ELCTRICAL 9. NEW EXHAUST FAN GRILL 10. NEW AC SUPPLY GRILL, MATCH EXISTING STYLE TYPE WHERE POSSIBLE ALL CEILING ITEMS SHOWN ARE EXISTING t0 REMAIN UNLESS SPECIFICALLY INDICATED OTHERWISE ABOVE N, ii w w CO h w CV ct) IN p� �N cv Q ��+ c Nq C cqQ %0 V X AR0009781 a v oc 0 W U. 0 Z a In uj a Vi c LY F" z LY V cc 0 LL vi z cm j cc a Z uj cc zNLi. oc co W ~ Wm� V ~ 0 W Z U. cm v- V) � REVISIONS 0 0 0 A 0 0 0 PROJ N0.:11-014 DATE: 6-6-11 T6d'Sa DRAIIIXGS AM COPY- PimizD DY sairs X NANAGN=NT. LLC. 201 B nUS COPTPJVHr AND OTRdR Aram iwsrmm nu llSR OF TSRSd DOCIIATM TO r= OPJVML Slid OR Pumvw POR 11HICR' raw om PRaPAR a RIPRODUCT101PS. CBARM OR ASSIGIIJffdlrTS ARd S9"RICTLY PAvfizg TBD. DRA ii'N: TE CHECK. AE A300 � _ _ � __ � it I i i� it � _ _ I I� Ili _ __ ......_ _..,_i,.. _ ___ _ ._ _.... ....... _,�..._ ..a. .. , .._..... _ . � _ _ _ _ ,L_ �. . _ .. ;,' �� I "II I I ;. I II EQUAL 2" MIN. FROM EDGE OF SLAB ✓✓ N o 1" HATCHING INDICATES o 1 1 /2SCREWS x " (2)2 x2 xl6 GA. CLIP ANGLES, X ATTACH TRACK TO SLA5 3" MIN. + USING: (2)0.145"0 HILTI X -DNI P.D.F.'s w/1'-1/2" MIN. EMBED. 5PC41NG�+ LOCATED AS SHOWN ABOVE. RATED FRGWB AS REQT) w ot' co w w -i� � C13 u x P4 -a cqc, CRIPPLE STUDS ONE TOP 4 BOTTOM OF HEADER. x 1/2" LE55 THAN STUD WIDTH. TOP VIEW !II .�......... ........... El �k o"' q Uxh USE: (3)#10-16 SCREWS ON Nti �w �Q � EACH LEG AS SHOWN ABOVE. ATTACH EACH TRACK FIRE RATED INTERSECTION FRAMING q � ko N� TO STUD USING: ' EXIST STEEL DECK (2)010-1ro SCREWS ` a I6"o.c. "� RUNNER TRACK x x 3/1ro" SELF TAFFER EYE NOOKS CONCRETE SLAB ,. (Im0-I0 SCREW S ' (BY OTHERS) Q EACH FLANGE. Q CI�'10-1�o SCREW �, �y TYP. EACH FLANGE , FULL HEIGHT JAMBS STUDS. a a a SEE ELEVATION FOR MEMBER 12 GA WIRE 4'-0" OCEW MAX SIZE 8 QUANTITY. ANTHONY E. EWEN AR0009781 (1) UNPUNCHED STUD, A IN A R EE ELEVAT ONRFOR S � �.k � RACK TA f ,r� RATED INT RS CT I ON D EE TA I L 1 Scale: DO NOT SCALE MEMBER SIZES. � Scale: DO NOt SCALE � Scale: 3/4"=1'-0" 1/2" "T" BAR MAIN BEAM EQUAL #10X 11/4 1" 1/2" SCREWS a 2'-0" a OC MAX 1 CC 0 ACT x HATCHING INDICATES LL RATED FRGUJB DOORFRAME BEYOND x 2"x2"x16 GA. CLIP ANGLE, SCREWS AS REQ'D DOOR-5EE PLAN 1/2" LESS THAN STUD WIDTH. z USE: (3)#10-1(o SCREWS ON TEGULAR EDGE SQUARE EDGE CARPET EACH LEG A5 SHOWN ABOVE. '4 LAY -IN PANELS LAY - I N - PANELS RUBBER OR VINYL REDUCER 5TRI W JOHN50NITE CTA -K FIRE RATED INTERSECTION FRAMING -1 L"IOLD IN JAMB STUDS. a JJ/ SQUARE VCT ON CONC. SLAB SEE ELEVATIONS FOR QUANTITY 4 MEMBER SIZES. LA'r- IN CC " HEAD TRACK. W SEE ELEVATION FOR WALL BOARD MEMBEiR SIZES. Z W 0 AIL RAS f N� R C i f ON DETAIL p U. p0 NOT SCALE 1 DO NOT SCALE Scale: DO NOT SCALE Scale: DO NOT SCALE Sr -la IS: 3/4"=1' -0" co) H J �. Z 4 12 -GAUGE HANGER WIRE SCREWS AS REQ'D.uj r I�• EXISTING DECK AND WOOD JOISTN lil 0� M 3" TURNS 3" MAX. iris Q CORNER INT Re CTfON TAL W � j_ E:l ® E:l Yr j m } 35/s" X 25 GA 5TD TRACK TYP WITH 2-#12 EACH STUD OR CLIP ANGLES Z �.. STUD AND MIN 2-#12X1)/2" CROSSING JOIST 0 145 REQ'D. FORSCREW `STUD Q co CONNECTION AS R3=Qlp W �d CC CC oc 3s/5" X 25 CSA STD STUD BRACING 6 4'-0" TYP. F. oc 0 °z BEND WEB AND NOTCH ACT- SCREW WITH 2-0'12 a' X 1". BRACE MAY BE INSTALLED DIAGONALLY O I` Q 4e� �C�O�O �TE N � ca Vi EXIST METAL GRID 1 � N f N���� f ON �� f � I� DO NOT SCALE AND EXSITING ACOUSTICAL CEILING TILE 11 FASTEN HERE WITH o ° ° 4 #10X 11/2 " TAPPING REVISIONS 35/8" X 25 GA STD TDP TRACK TYP WIT 2-#12 TO SCREWS. 0 ° 0 A EACH STUD 0 0 0 35/8" X 25 GA 5TD STUDS AT 1'-4" OG ° L 12 GA I-IANGER UJIRE AT 4'-011 OC EUJ AY- IN NOM GROSS TEE 0 ° FRT 2X6 OR FRT 2x8 ANEL AT 2'-O" OC 0 > 4-1/4"OX I y" PROJ N0.:1-1-014 DATE: WOOD SCREWS THESE DRAWINGS ARE COPY- RIGHTED BY EDESIGN MANAGEMENT, LLC, RO 1 B THIS COPYRIGHT AND OTHER VERTICAL WALL RESTRICTS THESES DOCUMENTS TOETHEE OF STUDS AT 24" O.C. ORIGINSITE OR PURPOSE WHICHATHEY WERE PREPARED.OR REPRODUCTIONS, CHANCES, OR ASSIGNMENTS ARE STRICTLY PROHIBITED. 1/2" MIN GWB EACH SIDE (5/a" ONLY REQUIRED TO MATCH ADJ EXISTING) ISOMETRIC ^"�, DRAWN: TE BASE EACH SIDE PER SCHEDULE WALL FINISH �, CHECK: AE 3 /8 X X 25 GA STD BOTTOM TRACK CONT W/ 2 12 TO EA STUD PRELUDE MAIN 5E,4M-/ NOM. 41 CROSS TEE -,�.-�— I - 4*12 X 3/4" PAF a 2'-0" OC GENERAL NOTES: CONTRACTOR SHALL PLAN F COORDINATE LOCATIONS Or- A400 HORIZONTAL HORIZONTAL FASTENERS. PRELU©E MAIN BEAMS AT 4'-011 OC MAX T ICAL= UJALL & CTION 01=1=5ET BRACKET 'a) BLOCKING C f INS RI 1 3/411=11-011 DO NOT SCALE DO NOT SCALE DIAD BRACING a 4'-0" MAX. — CONT TRACKAT CEILING -� VERTICAL STUDS 0 2'-0" MAX. W/GYPSUM BOARD. 1'-4" FOR SUPPORTING CONC. W BOARD. JAMB ANCHOR CLIPS 3 PER SIDE - COORDINATE W/HINGE REINFORCEME NOTE 1: RUNNE OMIT BRACE WHEN "D" DIMENSION IS BET. LESS THAN 2'-0" (610mm) FOR GYP. WALL STUDS BOARD, n I n DETAIL D SEE DOOR SCHEDULE MET. DOOR ---FRAME--, TSHIM AS L . REQ'D. ELEVATION At .DOOR FRAME U d METAL DOOR FRAME METAL F AN HO I]4M_jffiw VERIFY WITH MANUF'R 1 Lam' �\� ��-}- <c G R CIF '1 SHIM AS JAMB ANCHORS RE010. (FURNISHED WITH FRAME) SECTION A DETAIL DETAIL D DOOR FRXI INN DEAT IL - Scale: DO NOT SCALE 2X4 BUCK tH 18 STUD STEEL 5 �� STUDS 5/8" C��1'PSUM 1- 1 PANELS �- HM FRAME SEALANT 3 ANCHORS PER JAMB INTERIOR DOOR DETAIL_ -'1/8" 1 15/16" (HEAD SIMILAR) Scale: DOOR HARDWARE SCHEDUL=E 1. (CONFERENCE ROOM) 3. (TOLIET ROOM) PASSAGE SET, LEVER HANDLES PRIVACY SET, LEVER HANDLES 11i2 PAIR BUTT HINGES- NON RISING PIN 11,12 PAIR BUTT HINGES- NON RISING PIN 1 WALL MOUNT DOOR STOP - HEIGHT AS REQUIRED 1 WALL MOUNT DOOR STOP - HEIGHT AS REQUIRED 3 SILENCERS 3 SILENCERS 2. (OFFICE) OFFICE LOCK SET, LEVER HANDLES 11i2 PAIR BUTT HINGES- NON RISING PIN 1 WALL MOUNT DOOR STOP - HEIGHT AS REQUIRED 3 SILENCERS ALL HARDWARE TO BE 618 U814 BRIGHT NICKEL PLATED CLEAR COATED UNLESS OTHERWISE APPROVED BY OWNER/TENANT ALL ALUMINUM t0 BE 628 US21 SATIN CLEAR ANODIZED FLUSH FULL VISION RETROFIT KIT Z__� WITH TEMPERED GLASS IN METAL FRAME EXISTING DOOR HM FRAME 2JI SEE SCH � 2" FRAME TYPE I SGL DOOR AND JAM5 EL-EVATION5 Do Not Sca Is DOOR 5C14EDUL-E NOTE5 1 KEY ALL DOORS t0 BUILDING MASTER KEY SYSTEM 2 ALL DOORS AND FRAMES TO BE HIGH GRADE AWWA STANDARDS ALL DOOR HARDWARE FINISH 18 TO MATCH EXISTING AND TO BE PROVIDED WITH LEVER ACTION 3 HANDLES ALL DOORS t0 BE SOLID CORE WITH STAIN GRADE VENEER) 4 PROVIDE 3 SILENCERS PER DOOR FRAME WHERE NO WEATHER STRIPPING IS SPECIFIED 5 NOT USED 6 NOT USED -I ALL DOOR BOTTOMS AND TOPS SHALL BE SEALED WITH SEALER OR PAINT AS APPLICABLE v 4 F_-)00fR SCS—MEDDLE NEW DR HE)w IZELO 51ZE DOOR TYPE MATIR'L FINISH L�OCT TYPE FfRAMr DTL- REI"" 'AR<5 MTR'L FINISH NEW 1 1 3-0 X 6 -SX P/4 I SCW PAINT CONF 1 HM PAINT 1 NEW 2 2 3-0 X 6-8X Pio 1 8CW PAINT OF:PICE 1 HM PAINT 1 NEW 3 3 3-0 X 6 -SX Pio 1 SCW PAINT HC TOILET 1 HM PAINT 1 1. (CONFERENCE ROOM) 3. (TOLIET ROOM) PASSAGE SET, LEVER HANDLES PRIVACY SET, LEVER HANDLES 11i2 PAIR BUTT HINGES- NON RISING PIN 11,12 PAIR BUTT HINGES- NON RISING PIN 1 WALL MOUNT DOOR STOP - HEIGHT AS REQUIRED 1 WALL MOUNT DOOR STOP - HEIGHT AS REQUIRED 3 SILENCERS 3 SILENCERS 2. (OFFICE) OFFICE LOCK SET, LEVER HANDLES 11i2 PAIR BUTT HINGES- NON RISING PIN 1 WALL MOUNT DOOR STOP - HEIGHT AS REQUIRED 3 SILENCERS ALL HARDWARE TO BE 618 U814 BRIGHT NICKEL PLATED CLEAR COATED UNLESS OTHERWISE APPROVED BY OWNER/TENANT ALL ALUMINUM t0 BE 628 US21 SATIN CLEAR ANODIZED FLUSH FULL VISION RETROFIT KIT Z__� WITH TEMPERED GLASS IN METAL FRAME EXISTING DOOR HM FRAME 2JI SEE SCH � 2" FRAME TYPE I SGL DOOR AND JAM5 EL-EVATION5 Do Not Sca Is DOOR 5C14EDUL-E NOTE5 1 KEY ALL DOORS t0 BUILDING MASTER KEY SYSTEM 2 ALL DOORS AND FRAMES TO BE HIGH GRADE AWWA STANDARDS ALL DOOR HARDWARE FINISH 18 TO MATCH EXISTING AND TO BE PROVIDED WITH LEVER ACTION 3 HANDLES ALL DOORS t0 BE SOLID CORE WITH STAIN GRADE VENEER) 4 PROVIDE 3 SILENCERS PER DOOR FRAME WHERE NO WEATHER STRIPPING IS SPECIFIED 5 NOT USED 6 NOT USED -I ALL DOOR BOTTOMS AND TOPS SHALL BE SEALED WITH SEALER OR PAINT AS APPLICABLE v 4 yC0 F eq 04 cs� �!� �wG Co� N I p v ANTHONY R. Hl/li'N 4C ID fc 0 J U. LL 0 9 z ujm ac m cc laH W 0 cc LL H z � r a C* cc 4 �WfC i 0 CC j 4C co wcc 0u. z N C OC r Cc REVISIONS 0 0 In I 0 z J 0. U) U z Li 0 0 c w J'. v' Ic 0 0' J PROJ NO.:1'1-014 DATE: 6-6 -1-1 rMST DRAWINGS AM COPr- ffivffrxo Br SmSim MUCIrSNT. IlC, to T9T5 OPlRiCBr AND Or"it RIMM RBSrNM TSB' VSH OF r=SZ DOC AMM rO TM ONMAL SITS OR AWDSB FOR IISICH Purr WRJW PRY'PAtt A RBPRODf "ONS. MUMS. OR ASSR:NMMS AM STRICTLY PROBIBITB'D. DRAWN: TE CHECK. AE 7 RECOMMENDED PRODUCT SPECIFICATIONS PRODUCTS CONCRETE MIX UNLESS SPECIFIED ON STRUCTURAL DOCUMENTS PROVIDE CONCRETE OF THE FOLLOWING MIX DESIGN - COMPRESSIVE STRENGTH AT 28 DAYS = 3000 PSI MAX 2% FLY ASH OF CEMENT EXAMINATION VERIFY COMPACTED SUB -GRADE IS ACCEPTABLE AND READY TO SUPPORT PAVING -TEST SUB -GRADE AND PROVIDE TEST RESULTS TO OWNER PREPARATION PROVIDE 6 OR 8 MIL POLYETHYLENE VAPOR BARRIER. TAPE ALL JOINTS COAT SURFACES OF ALL FRAMES WITH OIL TO PREVENT BONDING WITH CONCRETE. NOTIFY ARCHITECT MINIMUM OF 24 HOURS PRIOR TO COMMENCEMENT OF CONCRETE OPERATIONS EXECUTION ENSURE THAT REINFORCEMENTS, INSERTS, EMBED PATS FORMED JOINTS ARE NOT DISTURBED DURING CONCRETE PLACEMENT. PLACE CONCRETE CONTINUOUSLY BETWEEN PREDETERMINED CONSTRUCTION JOINTS. DO NOT BREAK OR INTERRUPT SUCCESSIVE POURS SUCH THAT COLD JOINT OCCUR. DINTS PLACE CONTROL JOINTS AT 10 FOOT INTERVALS TYP UNO. PLACE JOINT FILLERS BETWEEN PAVING COMPONENTS AND BUILDING OR OTHER APPURTENANCES. PROVIDE SAW JOIST AT 5 FOOT INTERVALS IN SIDEWALKS SAW CUT CONSTRUCTION JOINTS J" WIDE AT AN OPTIMUM TIME FRAME UP TO 24 HOURS AFTER FINISHING SLABS ON GRADE. CUT j INTO DEPTH OF SLAB. FINISHING STEEL TROWEL PROTECTION IMMEDIATELY AFTER PLACEMENT, PROTECT CONCRETE FROM PREMATURE DRYING, EXCESSIVE HEAT OR COLD TEMPERATURES AND MECHANICAL INJURY COLD FORMED METAL FRAMING PRODUCTS AND MANAUFACTUERS DALE INDUSTRIES, INC. D IETRICH INDUSTRIES, INC. ALLSTEEL E GYPSUM PRODUCTS, INC. FRAMING MATERIALS STUDS: ASTM 0955, FORMED TO CHANNEL SHAPE, SOLID WEB, GAUGES AS SHOWN ON DRAWINGS, IV FACE AND 3% OR 6" DEEP TRACK FORMED STEEL, CHANNEL SHAPED SAME WITH AS STUDS, SOLID WEB, 25 GAUGE THICK UNO, USE 22 GA AT ALL RATED WALLS ACCESSORIES BRACING, FURRING, BRIDGING, PLATES, GUSSETS AND CLIPS: FORMED SHEET STEEL, THICKNESS DETERMINED FOR CONDITIONS ENCOUNTERED FASTENERS SELF DRILLING, SELF TAPPING SCRES, BOLTS, NUTS, AND WASHERS: ASTM A123 HOT DIPPED GALVANIZED TO 1.25 OZ/SF ANCHORAGE DEVICES: POWER ACTUATED AND DRILLED EXP BOLTS: WELDING IN CONFORMANCE WITH AWS D.1.1 AND AWS D13 FABRICATION FABRICATE ASSEMBLIES OF FRAMED SECTIONS OF SIZES AND PROFILES REQUIRED WITH FRAMING MEMBERS FITTED, REINFORCED, AND BRACES TO SUIT DESIGN REQUIREMENTS FINISHES STUDS. GALVANIZE TO GSO COATING CLASS TRACKS AND HEADERS: GALVANIZE TO GSO COATING CLASS BRACING, FURRING, BRIDGING PLATES, GUSSETS AND CLIPS, SAME FINSHES AS FRAMING MEMBERS. WOOD BLOCKING AND CURBING MATERIALS LUMBER GRADING RULES: NFoPA, SPIE, WCLIB, AND WWPA MISCELLANEOUS FRAMING: STRESS GROUP D, SPECIES, IS PERCENT MAX MOISTURE CONTENT PRESSURE PRESERVATIVE TREATMENT PER AWPA PLYWOOD: APA RATED SHEATHING GRADE C -O OR BETTER EXPOSURE DURABILITY Ii SANDED. FASTENERS AND NAVAHOS: FASTENERS: HOT DIPPED GALVANIZED STEEL FOR HIGHT HUMITDY AND TREATED WOOD LOCATIONS. UNFISHED STEELL ELSEWHERE ANCHORS: TOGGLE BOLT TYPE FOR ANCHORAGE TO HOLLOW MASONRY. EXPANSION SHIELD AND LAG BOLT FOR ANCHORAGE TO SOLID MASONRY OR CONCRETE. BOLT OR BALLISTIC FASTENERS FOR ANCHORAGE TO STEEL . SECURE SHEATHING TO FRAMING MEMBERS WITH EONS OVER FIRM BEARING AND STAGGERED INSTALL TELEPHONE AND ELECTRICAL PANEL BOARDS WITH PLYWOOD SHEATHING MATERIAL WHERE REQUIRED. PROVIDE FIRE RATED WHERE REQUIRED BY BLDG OFFICIAL. OVERSIZE THE PANEL BY 12" ON ALL SIDES UNLESS SIZE IS CALLED ON DOCUMENTS. PANEL SHALL BE J" THICK UNO BUILDING INSULATION PRODUCTS AND MANUFACTURERS CERTAINTEED CORPORATION OWNER CORNING FIBERGLASS CORPORATIONS ATLAS ENERGY PRODUCTS INSULATING MATERIAL RIGID BOARD REFORMED UNITS SOUND ATTENUATION BLANKETS ASTM C 665 TYPE I UNFACED MINERAL FIBER INSULATION 3" THICK MIM STC -50 MIN AT ALL INTERIOR PARTITIONS PREPARATION CLEAN SUBSTRATE OF SUBSTANCES HARMFUL TO INSULATION AND INTERFERING WITH ATTACHMENT INSTALLATION INSTALL PER MANUFACTURE RECOMMENDATION BOND UNITS TO SUBSTRATE WITH ADHESIVE OR MECHANICAL ANCHORAGE TO PROVIDE PERMANENT PLACEMENT OF UNITS INSTALL MINERAL FIBER BLANKETS IN CAVITIES BY FRICTION FIT JOINT SEALERS PERFORMANCE REQUIREMENTS PROVIDE ELASTOMERIC JOINT SEALANTS TAHT HAVE BEEN PRODUCED AND INSTALLED TO ESTABLISH AND MAINTAIN WIATER-TIGHT AND AIRTIGHT CONTINUOUS SEALS WITHOUT CAUSING DETERIORATION OF JOINT SUBSTRATES ELASTOMERIC JOINT SEALERS COMPLY WITH ASTM CS20 AND CLASSIFICATION FOR TYPE GRADE CLASS AND USES. SINGLE PART POURABLE URETHANE SEALANT FOR USE T- TO BE BY "VULKEMN 45" / MAMECO INTERNATIONAL INC OR APPROVED EQUAL ONE PART NONSAG URETHANE SEALANT FOR USE NT TO BE "VULKEM 45" / MAMECO INTERNATIONAL INC. LATEX JOINT SEALANTS USE "AC-40"/PECORA CORP OR "SONOLAC" / SONNE50W BUILDING PRODUCTS OR APPROVED EQUAL AS TO COMPLY WITH ASTM C834 ACOUSTICAL JOINT SEALANTS PROVIDE NONSAG, PAINTABLE, NON -STAINING LATEX SEALANT COMPLYING WITH ASTM C 834 FOR CONCEALED JOINTS USE NON DRYING NON HARDENING SYNTHETIC RUBBER SEALANT FOR INTERIOR JOINTS JOINT SEALANT BACKING PLASTIC FOAM JOINT FILLERS, PREFORMED, COMPRESSIBLE RESILIENT, NON STAINING MATERIAL THAT IS CLOSED CELL POLYETHYLENE FOAM AND NON-ABSORBANT TO LIQUID WATER AND COMPLIES WITH ASTM D 1623 AND ASTM C 1063 DOOR HARDWARE PRODUCTS AND MANUFACTURERS SCHLAGE COMMERCIAL GRADE OR APPROVED EQUAL FINISHES ON REMODEL WITH EXISTING TO REMAIN - MATCH EXISTING. ON NEW PROJECTS: US26 BRIGHT CHROMIUM. MOUNTING HEIGHTS LOCKETS 38" PUSH PULL 42" DEAD LOCKS 48" EXIST DEVICES 38" GYPSUM BOARD SYSTEMS PRODUCTS AND MANUFACTURERS OOMTAR GYPSUM COMPANY GEORGIA PACIFIC CORPORATION GOLD BOND BUILDING PRODUCTS UNITED STATES GYPSUM CO. GYPSUM BOARD MATERIALS STANDARD GYPSUM BOARD: ASTM C36, aka" THICK, ENDS SQUARE CUT, TAPERED EDGES FIRE RATED GYPSUM BOARD: ASTM C36, FIRE RESISTIVE TYPE, UL RATED, Na" THICK, ENDS SQUARE CUT, TAPERED EDGES MOISTURE RESISTIVE GYPSUM BOARD: ASTM 0630, r1k8" THICK, ENDS SQUARE CUT, TAPERED EDGES ACCESSORIES THERMAL INSULATION AS DEFINED CORNER BEADS, METAL EDGE TRIM, GA 201 AND GA 216 TYPE L, LK, U EXPOSED REVEAL BEAD JOINT MATERIALS, ASTM C4-15: REINFORCING TAPE, JOINT COMPOUND, ADHESIVE AND WATER METAL FRAMING AND FURRING SECTION INCLUDES WALL, BULKHEAD, CEILING, AND FURRED SPACE FRAMING SYSTEM DESCRIPTION TO LIMIT FINISH SURFACES DEFLECTION TO L/180 UNDER LATERAL POINT LOAD OF 100 LBS FABRICATE HORIZONTAL CEILING AND SOFFIT FRAMING TO LIMIT FINISH SURFACE TO L/360 DEFLECTION UNDER SUPERIMPOSED DEAD LOADS AND WIND UPLIFT FABRICATE VERTICAL WALL AND FURRED SPACE FRAMING TO LIMIT FINISH SURFACE TO L/240 DEFLECTION UNDER SUPERIMPOSED DEAD LOADS AND WIND UPLIFT PRODUCTS AND MANUFACTURERS DALE INDUSTRIES, INC. DIETRICH INDUSTRIES, INC. GOLD BOND BUILDING PRODUCTS USG INDUSTRIES FRAMING MATERIALS FURRING CHANNELS: FORMED STEEL, MIN 25 GA, 319" DEEP X 3/4" HIGH X LENGTH REQUIRED MAIN CEILING CHANNELS " FORMED STEEL, MIN 18 GA, 3/4" DEEP X 11/2" HIGH X LENGTH REQUIRED HANGERS: GALVANIZED STEEL OF SIZE AND TYPE TO SUIT APPLICATION TO RIGIDLY SUPPORT CEILING COMPONENTS IN PLACE TO DEFLECTION LIMITS AS REQUIRED OR INDICATED. LATERAL BRACING: FORMED STEEL, MIN 16GA. SIZE AND LENGTH AS REQUIRED OR SHOWN ON DAWNING CASING BEADS: FORMED SHEET STEEL MIN 26 GA - DEPTH GOVERNED BY PLASTER THICKNESS. MAXIMUM POSSIBLE LENGTHS , EXPANDED METAL FLANGES OR HOLED METAL FLANGED WITH SQUARE EDGES. CORNER BEAD: FORMED SHEET STEEL MIN 26 GA DEPTH GOVERNED BY PLASTER THICKNESS, MAXIMUM POSSIBLiE LENGTHS WITH EXPANDED OR HOLED FLANGES WITH BULLNOSED EDGE. BASE SCREED" FORMED SHEET STEEL MIN 26 GA DEPTH GOVERNED BY PLASTER THICKNESS, MAXIMUM POSSIBLE LENGTHS, EXPANDED OR HOLED METAL FLANGES WITH BEVELED EDGE. ACCESSORIES FACTORIES FABRICATED AND FINISHES TRIM UNITS, TYPES FOR FORMING REVEALS, VENTS OR OTHER INDICATED TRIM OR FEATURES SHALL BE OF TYPE AND DESIGN INDICATED, EXTRUDED ALUMINUM (6063-T5 ALLOY) AS MANUFACTURED BY FRY REGLET CO. MM SYSTEMS OR APPROVED BY ARCHITECT ANCHORAGE: TIE WIRE, NAILS, SCREWS AND OTHER METAL SUPPORT, OF TYPE AND SIZE TO SUIT APPLICATION TO RIGIDLY SECURE MATERIALS IN PLACE POLYETHYLENE SHEET: CLEAR, (o MIL THICK TIE WIRE: ANNEALED GALVANIZED STEEL. FINISHES FRAMING MATERIALS: GALVANIZED HANGERS, ANCHORS, AND FASTENING DEVICES: GALVANIZED LATH MATERIALS: GALVANIZED. WALL AND FURRED SPACE FRAMING INSTALL LATHING AND FURRING FOR PORTLAND CEMENT PLASTER WORK IN ACCORDANCE WITH ASTM C1063 ERECT WALL FURRING BY DIRECTLY ATTACHING TO MASONRY WALLS ERECT FURRING CHANNELS AT VERTICAL ON CHANNELS SECURE WITH FASTENERS ON ALTERNATE CHANNEL FLANGES AT 24" OC SPACE FURRING CHANNELS AT MAXIMUM 24" INCHES ON CENTER, NOT MORE THAN 4" FROM FLOOR AND CEILING LINE CEILING AND SOFFIT FRAMING INSTALL FURRING TO HEIGHT INDICATED. ERECT AFTER ABOVE CEILING OR SOFFIT WORK IS COMPLETE. COORDINATE THE LOCATION OF HANGER WITH OTHER WORK INSTALL FURRING INDEPENDENT OF WALLS, COLUMN AND ABOVE CEILING WORK SECURELY ANCHOR HANGERS TO STRUCTURAL MEMBERS OR EMBED IN STRUCTURALLY SLABS. SPACE CHANGES TO ACHIEVE DEFLECTION LIMITS INDICATED. SPACE MAIN CARRYING CHANNELS AT MAXIMUM 48" OC, NOT MORE THAN 2" FROM WALL SURFACES. LAP SPLICE SECURELY. SECURELY FIX CARRYING CHANNELS TO HANGERS TO PREVENT TURNING OR TWISTING AND TO TRANSMIT FULL FULL LOAD TO HANGERS PLACE FURRING CHANNELS PERPENDICULAR TO CHARRING CHANNELS NOT MORE THAT 2" FROM PERMUTE WALLS, AND RIGIDLY SECURE. REINFORCE OPENING IN SUSPENSION SYSTEM WHICH INTERRUPT MAIN CARRYING CHANNELS OR FURRING CHANNELS WITH LATERAL CHANNEL BRACING. EXTEND BRACING MINIMUM 24" PAST EACH OPENING. LATERALLY BRACE SUSPENSION SYSTEM. TOLERANCES MAXIMUM VARIATION FROM TRUE LINES AND LEVELS: J" IN 10 FEET MAXIMUM VARIATION FROM TRUE POSITION" SUSPENDED ACOUSTICAL CEILING WARRANTY CEILINGS: THE MANUFACTURES WARRANTS THAT THE CEILING WILL REMAIN FREE FROM SAG, WARP, OR DELAMINATING AS A DIRECT RESULT OF DEFECTS IN THE MATERIALS OR FACTORY WORKMANSHIP, SUBJECT TO WARRANTY PROVISION OR INSTALLATION CONDITIONS AND EXCLUSIONS. WARRANTY PERIOD: ONE YEAR FORM DATE OF INSTALLATION. ACOUSTICAL CEILING PANELS AND SUSPENSION SYSTEM: 24" X 48" X J" ARMSTRONG CORTEGA - SECOND LOOK 11 SITEM 21-16)WITH ANGLES TEGULAR EDGE PROFILE (OR MATCH EXISTING IN REMODEL PROJECTS). SUSPENSION SYETEM ARMSTRONG SUPRAFINE 9/16 " EXPOSED TEE GRID (OR MATCH EXISTING iN REMODEL PROJECTS) ANCHORING DEVICES: HOT DIPPED GALVANIZED STEEL, ASTM A153 COATING CLASS C4 D, SCREWS, BOLTS, HOOKS, AND EYES. TIE WIRE: 16 GA MIN. (ASTM A641) ZINC CARBON STEEL TOUCH UP PAINT: TYPE AND COLOR TO MATCH ACOUSTICAL AND GRID UNITS. CONCEALED ACOUSTICAL SEALANT: NON-DRYING, NON -SHRINKING, NON-BLEADING, GUNNABLE SEALANT: PECORA 5A-98 OR TREMCO ACOUSTICAL SEALANT COORDINATION COORDINATE LAYOUT AND INSTALLATION OF ACOUSTICAL PANELS AND SUSPENSION SYSTEM COMPONENTS WITH OTHER CONSTRUCTION THAT PENETRATES CEILINGS OR IS SUPPORTED BY THEM, INCLUDING LIGHT FIXTURES, HVAC EQUIPMENT, FIRE SUPPRESSION SYSTEMS AND PARTITION ASSEMBLIES. EXTRA MATERIALS ON NEW PROJECTS OR NEW TI PROJECTS, FURNISH EXTRA MATERIALS THAT MATCH INSTALLED PRODUCT AND ENSURE QUAINTLY OF FULL SIZE EQUAL TO 5 PERCENT OF AMOUNT INSTALLED. GLUE DOWN CARPETING ALLOWANCE GC TO PROVIDE *IBV PER SQ FOOT ALLOWANCE FOR OWNER SELECTED CARPETING. COORDINATE WITH OWNER SELECTIONS AND PROVIDE SAMPLES AS REQUESTED. WARRANTIES THE CONTRACTOR SHALL PROVIDE TO THE OWNER WRITTEN WARRANTIES FROM THE MANUFACTURERS FOR EDGE RAVEL, DELAMINATING, AND WEAR FOR FIVE YEARS MATERIALS CONSTRUCTION: TUFTED LOOP PILE GAUGE: lib" MIN STITCHES PER INCH: 6 TUFTS PER SQ IN: 6.4 MIN TOTAL WEIGHT: 61 OZ PER SY WEIGHT DENSITY: 5000 MIN AVERAGE DYE METHOD: SOLUTION DYED BACKING MATERIAL: SYNTHETIC WITH ANTI -BACTERIA, ANTI -FUNGUS, AND NON -ALLERGENIC CHARACTERISTICS ADHESIVE: AS RECOMMENDED BY MANUFACTURER CARPET EDGE STRIP, BONNEL CQ ALUMINUM GRIPPER OR EQUAL. PRODUCTS AND MANUFACTURERS SW SHERWIN WILLIAMS MOORE BENJAMIN MOORE E CO. PORTER PORTER PAINTS ICI ICI PAINT PRODUCTS BEAR BEAR PAINTS SCHEDULE CEMENTIOUS MATERIALS ELASTOMERIC FINISH: TWO COATS, MIN 3.5 MILS DRY FILM PRIMER: BLOCK FILLER/SEALER FIRST/SECOND COATS: ELASTOMERIC TYPE GYPSUM DRYWALL SYSTEMS FLAT ENAMEL FINISH: THREE COATS, MIN 3.5 MILS DRY FILM PRIMER: SHERWIN WILLIAMS PRIMER FIRST/SECOND COATS: EGG SHELL (UNO) WOODWORK (OPAQUE FINISH) SEMI -GLOSS ENAMEL: THREE COATS UNDERCOAT: SHERWIN WILLIAMS UNDERCOAT FIRST AND SECOND COAT: SW LOW LUSTRE ALKYD FERROUS METAL SEMI -GLOSS ENAMEL FINISH: TWO COATS OVER PRIMER PRIMER: SYNTHETIC, QUICK -DRYING, RUST INHIBITING: SW ANTI CORROSIVE METAL PRIMER UNDERCOAT: INTERIOR ENAMEL UNDERCOAT, SW RICH LUX LOW LUSTRE ALKYD ENAMEL FINISH COAT: INTERIOR, SEMI -GLOSS, ODORLESS, ALKYD ENAMEL , SW RICH LUX LOW LUSTRE ALKYD ENAMEL ZINC COATED METAL (GALVANIZED) SEMI -GLOSS FINISH: TWO COATS OVER PRIMRE PRIMER: GALV METAL PRIMER, HYROO PRIME UNDERCOAT: INTERIOR ENAMEL UNDERCOAT, SW RICH LUX LOW LUSTRE ALKYD ENAMEL FINSH COAT: INTERIOR, SEMI -GLOSS, ALKYD ENAMEL, RICH LOW LUSTRE ALKYD ENAMEL RESILIENT FLOORING PRODUCTS AND MANUFACTURES VINYL COMPOSITION TILE MODEL "STANDRAD EXCELON IMPERIAL TEXTURE" BY ARMSTRONG OR APPROVED EQUAL. SIZE: 12" X 12" THICKNESS: iia" COMPLY WITH ASTM FI06, COMPOSITION 1 CLASS I (SOLID COLOR) OR CLASS 2 (PATTERN TILE) VINYL PLANK FLOORING BY SHAW OR APPROVED EQUAL 6" X 48" X %4" THICK - 6MIL WEAR 15 YEAR WARRANTY VINYL BASE JOHSONITE APPROVED EQUAL FS SS -W-40 TYPE 2 VINYL, TOP SET COVED D IMENS I ONS: Iia INCH GAGE BY 4" HEIGHT LENGTH: ROLL TYPE: 4" VINYL CARPET COVE BASE ALL CARPET AREAS AND COVED BASE AT RESILIENT FLOORING AREAS QUALITY ASSURANCE OBTAIN EACH TYPE, COLOR, AND PATTERN OF THE TILE FROM THE SINGLE SOURCE WITH RESOURCES TO PROVIDE PRODUCTS OF CONSISTENT QUALITY IN APPEARANCES AND PHYSICAL PROPERTIES WITHOUT DELAYING PROGRESS IN THE WORK PROVIDE RESILIENT FLOOR TILE WITH PERFORMANCE CHARACTERISTICS AS TESTED P3/4ER ASTM E648 CRITICAL RADIANT FLUX AND ASTM E662 SMOKE DENSITY OR UL i TESTING EXTRA MATERIALS FURNISH NOT LESS THAN ONE BOX FOR EACH 50 BOXES OR FACTION THEREOF FIRE EXTINGUISHERS AND ACCESSORIES N � tiwo J.L.INDUSTCIRES N CON LARSEN'S MANUFACTURING CO.,,.-.,, OM O O 1 Rrp c*4o MODERN METAL PRODUCTS BY MUCKLE �q tog W N d�pad Cqo waw PRODUCTS AND MANUFACTURERS tiwo J.L.INDUSTCIRES z p LARSEN'S MANUFACTURING CO.,,.-.,, M . MODERN METAL PRODUCTS BY MUCKLE C v cc IL POTTER-ROEMEIR, INC SAMSON METAL PRODUCTS, INC ... [a CC j QUALITY ASSURANCE Q. OBTAIN EXTINGUISHERS AND CABINETS FROM SINGLE!°�r. CL U) SOURCE MANUFACTURER AND SUPPLIER I lam cc 0 O; FIR EXTINGUISHERS SHALL BE UL LISTED WITH THE UL LISTING �..`• AnrraoNr000syal �I � FOR THE TYPE, RATING, AND CLASSIFICATION OF - t" .... 0 0 4 EXTINGUISHERS. ~ N'r'h r FINISH CARPENTRY PRODUCTS LUMBER MATERIALS: SHEET MATERIALS: SOFTWOOD PLYWOOD, PS I GRADE C -D' GRADED IN ACCORDANCE WITH AWI CUSTOM VENEER CORE FIR FACE SPECIES, FLAT CUT, USE FOR FIXED SHELVING OR SHELVING ON ADJUSTABLE 0 STANDARDS LUMBER FOR SHIMMING AND BLOCKING: SOFTWOOD OF SOUTHERN PINE SPECIES LL FABRICATION LL O FABRICATE TO AWI STANDARDS he SHOP ASSEMBLE WORK FOR DELIVERY TO SITE, PERMITTING Z PASSAGE THROUGH BUILDING 'Q FIT EXPOSED SHEET MATERIALS EDGES WITH PLASTIC EDGING ai CAP EXPOSED PLASTIC LAMINATE FINISH EDGES WITH W MATERIAL OF FINISH AND PATTERN WHEN NECESSARY TO CUT AND FIT ON SITE, PROVIDE MATERIALS WITH AMPLE ALLOWANCE FOR CUTTING:. PROVIDE TRIM FOR SCRIBING AND SITE CUTTING APPLY PLASTIC LAMINATE FINISH IN FULL UNINTERRUPTED SHEETS CONSTANT WITH MANUFACTURED SIZES, FIT cc CORNERS AND JOINTS HAIRLINE: SECURE WITH CONCEALED FASTENERS �.., APPLY LAMINATE BACKING SHEET TO REVERSE SIDE OF Z PLASTIC LAMINATED FINISHED SURFACES iii V GENERAL NOTE cc 0 THE SPECIFICATIONS HEREIN ARE RECOMMENDATIONS. NOT Li. ALL ITEMS APPLY OR APPLICABLE TO THIS PROJECT. GC U) SHALL VERIFY WITH OWNER ALL OF THE OWNER'S I.. PREFERENCES PRIOR TO ORDERING MATERIALS OR z PERFORMING WORK *. REVISIONS 0 0 A A A PROJ NO.:11-014 DATE: 6-6-11 raes8 DJURRN" ARB OPPr- R/ "zv Dr smsmi YA(IAfJBYdMl, LLC, 8016 r= 00MUMT AND 0"WR MUM JWSrMM TAT USE OP nwsr DftvmNTs ro rm oRl6lmL snw an PfYRPOsd FOR D81C8'' Tear rm PRR1wa. PAMDUMNS. Caesars, OR � RDTs Am snucnr DRAWN: TE CHECK. AE A501. tiwo z p M cc IL ... [a CC j U W z F_ LL 4c U) CL U) lam cc 0 O; h,,cO °a � 0 0 4 ~ N'r'h Z' REVISIONS 0 0 A A A PROJ NO.:11-014 DATE: 6-6-11 raes8 DJURRN" ARB OPPr- R/ "zv Dr smsmi YA(IAfJBYdMl, LLC, 8016 r= 00MUMT AND 0"WR MUM JWSrMM TAT USE OP nwsr DftvmNTs ro rm oRl6lmL snw an PfYRPOsd FOR D81C8'' Tear rm PRR1wa. PAMDUMNS. Caesars, OR � RDTs Am snucnr DRAWN: TE CHECK. AE A501. LEVER HANDLE ON FAUCET 95-10-ii1►1 INSULATE HOT WATER PIPE AND DRAIN PIPE (IF NOT COVERED OR IN CABINET) Z r n z I L AVATOR"r fRE QU I fREt"`*1E T5 Sca Is: N LA 1 1 k z/ 11 MIRS SOA SEE IALL I PAPER TOWEL D ISPEN ` OF:FSET WASTE NOTE *3 1511 MIN SEE PLAN KNEE CLEARANCE 10 1 PER SECTION 30b ADA -ABA ACs. ELEVATION SIDE ELEVATION ATE HOT SUPPLE' AND WASTE. LAVATOfR" ' FRECSUIFREE IENT5 Sca le: NTS • 86FFICIENT SPACE IS REQUIREP IN TOILET ROOM FOR A WHEELCHAIR MEASURING 30"W x 48"L TO ENTER ROOM AND PERMIT DOOR TO CLOSE. • WHEN DOOR IS LOCATED IN CORRIDOR SIDEWALL AND SWINGS INto CORRIDOR MIN. WIPT14 OF CORRIDOR SHALL BE 60". • FLUSH CONTROL SHALL BE LOCATED TO MINIMIZE EXCESS BODY MOVEMENT (STANDARD AS APPROVED BY ARCHITECT/ENGINEER) • FLUSH CONTROL SHALL 5E OSCILLATING HANDLE w/MAX. 3 LBF OPERATING FORCE, ELECTRIC OPERATION, OR APPROVED EQUAL. • TOILET COMPOSITION DOORS SHALL BE EQUIPPEP w/ LOOP OR U -SHAPED HANDLE IMMEDIATELY BELOW LATCH. • 60" DIA. TURNING SPACE IN THE RESTROOM WITH A CLEAR HT. OF 21" MIN. AFF. tHE TURNING SPACE CAN OVERLAP CLEAR SPACES OF OTHER FIXTURES, AND DOOR CAN OWING INTO THE TURNING SPACE BY 12" MAX. • RESTROOM DOOR SHALL NOT SWING INTO REQUIRED CLEAR SPACE OF ANY RESTROOM FIXTURE. • PROVIDE A 36" MIN. ACCESSIBLE ROUTE t0 THE ACCESSIBLE SINGLE ACCOMMODATION RESTROOM WITH COMPLIANT CLEARANCES AT DOORS AND AROUND OBJECTS • PROVIDE PRIVACY LATCH LOCATED A50VE THE HC COMPATMENT DOOR PULL. • FACE OF DOORS WITHIN 10" AFF t0 HAVE FULL WIDTH SMOOTH KICK PLATE. • PROVIDE ONE ACCESSIBLE LAVATORY IN THE HC STALL. WATER CLOSET: TOILET 18 LOCATED 16" TO 1811 FROM THE SIDE WALL TO ITS CENTERLINE • FLUSH VALVE LEVER 18 LOCATED ON WIDE SIDE OF TOILET 4 4411 MAX. AFF • FLUSH VALVE REQUIRES 5 LB. MAX FORCE TO OPERATE • TOP OF SEAT IS 11" TO 19" AFF • BEAT HT. IS 2" MAX • TOILET PAPER DISPENSER ALLOWS FOR CONTINOUS PAPER FLOW 4 DOES NOT CONTROL DELIVERY • TOILET PAPER DISPENSER IS LOCATED 111 TO 9" FROM THE FRONT OF THE TOILET to THE CENTER LINE OF THE DISPENSER TOJ.,.. I E T ?001" I RE QUIRE' IENT5 m ;rjil TYPICAL NOTE: PROVIDE WALL 15AC04 FOR CAB. SUPPORT 14G COUNTEf TOF OVER 545E Sca Is: NTS i,lily CLEARANCESKNEE CLEARANCES 301, WIIDE r 301, WIDE SINGLE OR MULTIPLE ACCOMMODATION RESTROOM • GRAB SARA SHALL NOT ROTATE WITHIN THEIR FITTINGS • GRAB BARS 4 THE ADJACENT SURFACES HAVE ROUNDED EDGES FREE OF SHARP OR • ABRASIVE ELEMENTS WITH A 1/8" MIN. RADIUS • THE GRAB BARS AND SUPPOWING STRUCTURE ALLOW FOR A VERTICAL 4 HORIZONTAL • BENDING STRESS, SHEAR 4 TENSILE FORCE OF 250 LBS MIN. • GRAB BARS HAVE AN OUTSIDE DIAMETER OF 1 1/4" t0 1 1/2" MAX. • THE SPACE BETWEEN THE GRAB BAR 4 ANY PROJECTING OBJECT BELOW ORAT EACH END 16 1 1/2" • THE SPACE BETWEEN THE GRAB BAR 4 ANY PROJECTING OBJECT ABOVE 16 18" MIN. • GRAB BARS ARE LOCATED MIN 33" TO THE TOP OF GRIPPING SURFACE 4 MAX 36" TO THE TOP OF GRIPPING SURFACE. • THE SIPE GRAB BAR IB 42" MIN IN LENGTH 4 LOCATED 12" MAX. FROM BACK WALL 4 EXTENDING 54" MIN. FROM WALL • THE BACK GRAS BAR IS 36" MIN. IN LENGTH, LOCATED 12" MIN. FROM CENTER LINE OF TOILET TOWARDS THE NEAR WALL 4 24" MIN. IN THE OTHER DIRECTION, GIRA5 5AR5 AT WATER CL05ET5 1 UNOBSTRUCTED 3sa" 10' I I W � � A UNOBSTRUCTED Sca Is: NTS LAVATORY NOTESe - PROVIDE A CLEAR SPACE 30"x48" IN FRONT h2 FINISH WALL CABINET CONSTRUCTION - MIN. MR. PLASTIC LAMINATE M FINISH AT city �� ALL EXPOSED EDGES 4 SIDES Il" KNEE CLR. (9" TO 21" PLASTIC LAMINATE 02 COUNTERTOP FINISH E EDCxE MIN. AFF); TYPE - SEE INT. ELEVATIONS 11" MIN. DEEP TAPERING COUNTERTOP EDCsE „ 8 DOWN TO 8" MIN. DEEP TYPE DETAIL SELECTION BY OWNER MIN PLY. WD. DRAWER W/ �r 3/4" TRICK FRONT PANEL COMPLIANCE DRAWER GLIDE 54" MIN. 3/4" THICK ADJUSTABLE SHELVES ED ADJUSTMENT I4OLES w I" O.C. _ FOR SHELF BRACKETS 0 NEED TO BE INSULATED OR COVERED w/ _i N A MOOT OR SHIELD TO PREVENT CONTACT. m ;rjil TYPICAL NOTE: PROVIDE WALL 15AC04 FOR CAB. SUPPORT 14G COUNTEf TOF OVER 545E Sca Is: NTS i,lily CLEARANCESKNEE CLEARANCES 301, WIIDE r 301, WIDE SINGLE OR MULTIPLE ACCOMMODATION RESTROOM • GRAB SARA SHALL NOT ROTATE WITHIN THEIR FITTINGS • GRAB BARS 4 THE ADJACENT SURFACES HAVE ROUNDED EDGES FREE OF SHARP OR • ABRASIVE ELEMENTS WITH A 1/8" MIN. RADIUS • THE GRAB BARS AND SUPPOWING STRUCTURE ALLOW FOR A VERTICAL 4 HORIZONTAL • BENDING STRESS, SHEAR 4 TENSILE FORCE OF 250 LBS MIN. • GRAB BARS HAVE AN OUTSIDE DIAMETER OF 1 1/4" t0 1 1/2" MAX. • THE SPACE BETWEEN THE GRAB BAR 4 ANY PROJECTING OBJECT BELOW ORAT EACH END 16 1 1/2" • THE SPACE BETWEEN THE GRAB BAR 4 ANY PROJECTING OBJECT ABOVE 16 18" MIN. • GRAB BARS ARE LOCATED MIN 33" TO THE TOP OF GRIPPING SURFACE 4 MAX 36" TO THE TOP OF GRIPPING SURFACE. • THE SIPE GRAB BAR IB 42" MIN IN LENGTH 4 LOCATED 12" MAX. FROM BACK WALL 4 EXTENDING 54" MIN. FROM WALL • THE BACK GRAS BAR IS 36" MIN. IN LENGTH, LOCATED 12" MIN. FROM CENTER LINE OF TOILET TOWARDS THE NEAR WALL 4 24" MIN. IN THE OTHER DIRECTION, GIRA5 5AR5 AT WATER CL05ET5 1 UNOBSTRUCTED 3sa" 10' I I W � � A UNOBSTRUCTED Sca Is: NTS q0 LAVATORY NOTESe - PROVIDE A CLEAR SPACE 30"x48" IN FRONT h2 OF THE LAVATORY. - THE 46" DEEP CLEAR FLOOR SPACE MAY MIN. MR. EXTEND 19" MAX. UNDERNEATH THE LAV. 4 city �� A MAX. OF 6" CAN EXTEND INTO THE REQ. Il" KNEE CLR. (9" TO 21" TOE SPACE. MIN. AFF); - TOE CLEARANCE 18 FROM (011 TO 911) AFF 4 11" MIN. DEEP TAPERING 6" MIN. BEYOND THE LOWER POINT OF THE „ 8 DOWN TO 8" MIN. DEEP KNEE CLEARANCE, AND IV MIN. FROM THE MIN FRONT EDGE OF LAV. PROVIDE 48" BAR PROVIDE 42" BAR TO ENSURE TO ENSURE KNEE CLEARANCE IS FROM f9" TO 2119 AFF 4 COMPLIANCE 11" MIN. CLF. AT THE LOWER PORTION 54" MIN. TAPERING DOWN TO 811 MIN. CLI. AT THE UPPER PORTION. TOILET PAPER DISPENSER - ALL DRAIN 4 HOT WATER PIPES UNDER LAV. xx NEED TO BE INSULATED OR COVERED w/ >= iI Q A MOOT OR SHIELD TO PREVENT CONTACT. �' )= TOE CLR. - ALL SHARP 4 ABRASIVE SURFACES UNDER (A N — J r fO" t0 S" AFF) IS THE LAV. NEED TO BE COVERED TO r 6 MIN PEEP m DO I BEYOND TOE - DOORS �TNOT� TSWING INTO THE REQ. CLEAR SPACE. 3011x4811 CLF. FLR - TOP OF LAVATORY SHALL BE 34" MAX. AFF SPACE - BOTTOM OF FRONT APRON 814ALL BE 29" CAN EXTNP. 19" MAX. MIN. 17"MIN. UNDER LAV. w/ 611 MAX. INTO REQ. TOE SPACE FAUCETS: 19" MAX. CLR. FLOOR - FAUCET CONTROLS AND OPERATING MECH. SPACE BELOW LAV. SHALL 06 OPERABLE WITH ONE HAND, AND CANNOT REQUIRE GRASPING, PINCHING, i— — — — — — — — OR TWISTING OF WRIST. - THE FORCE TO OPERATE THE FAUCET CONTROL SHALL BE 5 LBF. MAX TV CE CONTROLLED MECH.. AIM ACCEPTABLE. - I - SELF-CLOSING VALVES ARE TO REMAIN MAX. TOP OP BAR TO OPEN FOR 10 SECO108 MIN. I L-- — — — — — — — -� ENSURE GORA5 5AfR5 AT 6" MAX. INTO THE REEL TOE SPACE Wil Wx46"D CLR. FLR SPACE LAVATORY - IREQUIREI IENT5 Sca Is: NTS r PULL SIDE � � PULL SIDE — — — — — r CLEARANCE PULLS SIDE I SPACE REE E rPROVIDE MIN. �/ I I „ T 18" MIN. I CLEAR I 18" MIN. I CLR. BOTTOM RAIL KICK0 PLATEWHEN ' At ACCESSIBLE DOORS I I WATEI0 I THAN 8" I PROV. BUMPE ( I ADD. CLR SPACE X IN POCKET TO PREVENT I I REG: IF DOOR IS 32" MIN. DOOR FROM FULLY32" CLEAR MI 12"e. EQUIP. W/ BOTH RECEDING I I MIN. I LATCH A CLOSER I I POOR AT RECESS I OR ALCOVE Y I I I • DOOR 4 14ARDWARS NOTES: CLEARANCE . UNINTERRUPTED SPACE AT BOTTOM OF DOOR SHALL BE 011. PUSH SIPE I I SPACE REQ. . THRESHOLD MAX. HT. SHALL BE 1/211 w/ MAX. VERTICAL CHANGE OF 1/4". L — — — — — — -J — — J • EXIT DOORS SHALL BE OPERABLE FORM INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT • HARDWARE SHALL BE OPERABLE FROM SINGLE EFFORT, NO GRASPING OR WRIST MOVEMENT ( LEVERS, PUSH -PULLS OR PANIC DEVICES ) • HARDWARE SHALL BE MOUNTED AND CENTER AT 30" - 44" HT. AFF • DOOR CLOSERS MUST BE SET 80 THAT IT TAKES AT LEAST 5 MIN. CLEARANCE • SLIDING DOOR DOOR LANDING CLEARANCES 8EC, TO CLOSE FROM AN OPEN POSITION OF 9O DEG TO WITHIN 12" OF THE LATCH . A LQW6 E CLOSURE / OPENING FQPW-E. INT. DOORS ■ 5 LBF. MAX. EXt. DOORS ■ 8 LBF. MAX Sca Is: NTS r O ju �� O da�- - A 30"x48" CLF. FLOOR SPACE 18 PROVIDED AT EACH ACCESSIBLE ACCESSORY. - DOORS SHALL NOT SWING INTO CLEAR SPACE IN FRONT OF THE ACCESSIBLE ACCESSORY - ALL CONTROLS ARE WITHIN COMPLIANT MACH RANGES AND ARE OPERABLE WITH ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST - FORCE TO OPERATE OR ACTIVATE CONTROLS IS 5 LBS. MAX. - BABY CHANGING STATION SHOULD NOT BE INSTALLED 80 THAT THEY INTRUDE ON ANY REQUIRED CLEAR SPACE IN THE OPEN POSITION. IT IS PREFERABLE NOT t0 LOCATE THEM IN THE ACCESSIBLE STALL. - SOAP OR OTHER DISPENSERS LOCATED ON THE BACK WALL OF THE LAVATORY SHOULD BE 40" MAX. TO THE HIGHEST OPERABLE PART P THE LAV. OR COUNTER 18 20" OR LESS DEER - DISPENSERS, DISPOSAL UNITS, COAT HOOKS, AND SHELVES MAY OVERLAP THE CLEAR SPACE OF THE TOILET BY 311. - FREE-STANDING ACCESSORIES CAN NOT BE LOCATED IN THE CLEAR SPACE OF ANY DOOR OR OTHER ACCESSORY. - SEAT COVER DISPENSER CAN NOT BE LOCATED ON THE BACK WALL BEHIND THE TOILET. TOILE' 80011 ACCE550fRIE5 Sca Is: NTS �� Sca Is: NTS S Sca Is: NTS Sca Is: NTS �6"" RAISED WHEELCHAIR WALL MOUNTED SIGNAGE 3„ TO BE LOCATED ON MLATCH IN. SIDE OF DOOR CLEAR OF DOOR -SWING. 1-- \ \ UPPERCASE CHARACTERS Wim\ RAISEDLETTERING2" �V UN� E .'+}•IJV% Z CORRESPONDING N E GRADE II BRAILLQt PONT SHALL BE SANS -SERIF UPPERCASE m ELEVATION I1Q�8/. - RESTROOM &I" ARE TO BE LOCATED ADJACENT TO THE LATCH SIPE OF DOOR BEYOND THE ANC OF THE POOR SWING. - RESTROOM W." ARE PLWAhENT ROOM 8KrN8 HAVING RAISEP CHARACTERS WTH CRAILLE BELOW STATING MEN, WOMEN, OR UNISEX WITH A IS" x b" MIN. CLR FLOOR SPACE IN FRONT 4 ALLOW A PERSON TO APPROACH TO WITHIN 3" WITHOUT ENCOUINTERNG PROlUPING ONJECTS - RESTROOM 8104AGE HAS A PICTOGRAM ABOVE THE TEXT IN A SEPARATE FIELD 6" MIN. 4104 - RESTROOM SI NA05 HAS 6" MN. HT: MA ABOVE - SIGN 18 MOUNTED 80 THAT ITB BASELINE OF THE TOP ROW OF RAISED CHARACTERS 16 60" MAX AFF 4 THE BASE' INE OF THE LOWEST ROW OF TEM IS 48" MIN AAF 4 IS "" APP TO THE CENTER -INE - RAISED CHARACTERS, PICTOGAIAMB, AND SYMBOLS HAVE A NON-OLARd FNISH 4 CONTRAST WITH THEIR BAGkGIROUND - RESTROOM IDENTIFICATION DOOR 810NACAE IB TO BE LOCATED 60" AFF TO THE CENTERLINE ON THE POOR, AND ARE TO BE DISTINCTLY DIFFERENT FROM POOR IN COLOR AND CONTRAST - THE SIGN SHOULD BE 1/4" THICK AND CONTRAST VISUALLY WITH THE POOR - tLC AkVJ 01.1[911 n UAVC 10 ewwriwn e-wASIMMOn f1W RAARn r:..d@NRIlA HIMU A I/All MIN. RAMR A Sca Is: NTS 48" NOTES ALL REACH RANGES ARE FROM 3O" x 48" LEVER CLEAR SPACE OF (2%) SLOPE MAX F — — — — — — — — — - ALL OPERABLE PARTS ARE WITHIN COMPLIABLE REACH RANGES DOORS SHALL NOT SWING INTO THE REQUIRED CLEAR SPACE - ALL CONTROLS SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQ. TIGHT GRASPING, PINCHING, OR TURNING OF THE WRIST I - FORCE TO OPERATE ANY CONTROLS SHALL BE 5 LOS. MAX. i FORWARD REACH RANGE: I I — — — — — — — — — - UNOBSTRUCTED FORWARD REACH RANGE 18 15" MIN. TO 48" MAX. - OBSTRUCTED FORWARD REACH RANGES SHOULD HAVE THE SAME CLEAR DEPTH BELOW THE OBSTRUCTION AS THE MACH DEPTH ABOVE - OBSTRUCTED FORWARD REACH RANGE OVER AN OBJECT SHALL BE: 48" MAX. WHEN LESS THAN OR EQUAL TO 20" IN DEPTH • 44" MAX. WHEN GREATER THAN 20" AND LESS THAN OR EQUAL TO 25" IN DEPTH SIDE RAEAC 4 RANGE; - UNOBSTRUCTED SIDE REACH, CLEAR FLOOR SPACE SHALL 5E 10" MAX. FROM WALL - UNOBSTRUCTED SIDE REACH: HEIGHT SHALL BE 54" MAX. 4 LOW REACH OF 9" MIN. AFF - AT OBSTRUCTED SIDE REAC 4i HEIGHT OF OBSTRUCTION SHALL BE 34" MAX. AFF (FLR MOUNTED) AND 48" MAX. AFF (WALL MOUNTED) WHEN DEPTH OF OBSTRUCTION IS LESS THAN 10" AFF. - AT OBSTRUCTED SIDE REACHe HEIGHT OF 006TPWCTION SHALL BE 34" MAX. AFF (FLP- MOUNTED) FLRMOUNTED) AND 46" MAX. AFF (WALL MOUNTED) WHEN DEPTH OF OBSTRUCTION IS MORE THAN 10" 4 LESS THAN 24" AFF. MIN TWO 110 X 3" SCREW EACH SIDES i/2 " 1 1/4 - TO z 1 1/2" DIA. 1`�i o GRAB BAR FRT 2X6 OR FRT 2X8 W 4— 1/4- X 1 1/2- SCREWS TO METAL STUDS WHERE REQUURED AS SHOWN ON DETAIL TO LEFT WALL/ GRAB BAR SECTION rear . r •ee� . .ems r r Sca Is: NTS TOWELS SANITARY CUPb 4 WASTE WASTE TOWELS DRIER NAPKINS o 0 ELEC. WALL SWITCH — CONVENIENCE WALL OUTLET RECEPTACLE u OUTLET m NOT - CONTROL LIGHTING, SWITCHES, RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" FROM T.O. OUTLET BOX ANP NO LESS THAN 15" FROM BOTTOM OF OUTLET BOX TO THE LEVEL OF FIN. FLOOR OR WORKING PLATFORM. - CONTROLS AND OPERATING MEC 4. SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQ. TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBB. OF FORCE. CONTROLS, SWITCHES, AND OUTLETS INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM CONTROL �4EIG�4TS Sca Is: NTS V N q0 E•h h2 1 1/2" E�-1 cc MIN. MR. city �� v 11/4" TO 1 1/2" ti �o PI BARA. GRAB BAR CLEARANCE PROVIDE 48" BAR PROVIDE 42" BAR TO ENSURE TO ENSURE COMPLIANCE COMPLIANCE 54" MIN. 42" MIN. TOILET PAPER DISPENSER 36 MIN. 24" 12° E MIN. MIN. _ ITC ltd a * FLUSH VALVE p ON WIDE SIDE — r r F N -1" TO 9" TV CE MOUNT AT 35kt" TO MAX. TOP OP BAR TO 16 t0 IS" ENSURE GORA5 5AfR5 AT TO FINISH WATER Gr-775ET5 r PULL SIDE � � PULL SIDE — — — — — r CLEARANCE PULLS SIDE I SPACE REE E rPROVIDE MIN. �/ I I „ T 18" MIN. I CLEAR I 18" MIN. I CLR. BOTTOM RAIL KICK0 PLATEWHEN ' At ACCESSIBLE DOORS I I WATEI0 I THAN 8" I PROV. BUMPE ( I ADD. CLR SPACE X IN POCKET TO PREVENT I I REG: IF DOOR IS 32" MIN. DOOR FROM FULLY32" CLEAR MI 12"e. EQUIP. W/ BOTH RECEDING I I MIN. I LATCH A CLOSER I I POOR AT RECESS I OR ALCOVE Y I I I • DOOR 4 14ARDWARS NOTES: CLEARANCE . UNINTERRUPTED SPACE AT BOTTOM OF DOOR SHALL BE 011. PUSH SIPE I I SPACE REQ. . THRESHOLD MAX. HT. SHALL BE 1/211 w/ MAX. VERTICAL CHANGE OF 1/4". L — — — — — — -J — — J • EXIT DOORS SHALL BE OPERABLE FORM INSIDE WITHOUT USE OF KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT • HARDWARE SHALL BE OPERABLE FROM SINGLE EFFORT, NO GRASPING OR WRIST MOVEMENT ( LEVERS, PUSH -PULLS OR PANIC DEVICES ) • HARDWARE SHALL BE MOUNTED AND CENTER AT 30" - 44" HT. AFF • DOOR CLOSERS MUST BE SET 80 THAT IT TAKES AT LEAST 5 MIN. CLEARANCE • SLIDING DOOR DOOR LANDING CLEARANCES 8EC, TO CLOSE FROM AN OPEN POSITION OF 9O DEG TO WITHIN 12" OF THE LATCH . A LQW6 E CLOSURE / OPENING FQPW-E. INT. DOORS ■ 5 LBF. MAX. EXt. DOORS ■ 8 LBF. MAX Sca Is: NTS r O ju �� O da�- - A 30"x48" CLF. FLOOR SPACE 18 PROVIDED AT EACH ACCESSIBLE ACCESSORY. - DOORS SHALL NOT SWING INTO CLEAR SPACE IN FRONT OF THE ACCESSIBLE ACCESSORY - ALL CONTROLS ARE WITHIN COMPLIANT MACH RANGES AND ARE OPERABLE WITH ONE HAND AND NOT REQUIRING TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST - FORCE TO OPERATE OR ACTIVATE CONTROLS IS 5 LBS. MAX. - BABY CHANGING STATION SHOULD NOT BE INSTALLED 80 THAT THEY INTRUDE ON ANY REQUIRED CLEAR SPACE IN THE OPEN POSITION. IT IS PREFERABLE NOT t0 LOCATE THEM IN THE ACCESSIBLE STALL. - SOAP OR OTHER DISPENSERS LOCATED ON THE BACK WALL OF THE LAVATORY SHOULD BE 40" MAX. TO THE HIGHEST OPERABLE PART P THE LAV. OR COUNTER 18 20" OR LESS DEER - DISPENSERS, DISPOSAL UNITS, COAT HOOKS, AND SHELVES MAY OVERLAP THE CLEAR SPACE OF THE TOILET BY 311. - FREE-STANDING ACCESSORIES CAN NOT BE LOCATED IN THE CLEAR SPACE OF ANY DOOR OR OTHER ACCESSORY. - SEAT COVER DISPENSER CAN NOT BE LOCATED ON THE BACK WALL BEHIND THE TOILET. TOILE' 80011 ACCE550fRIE5 Sca Is: NTS �� Sca Is: NTS S Sca Is: NTS Sca Is: NTS �6"" RAISED WHEELCHAIR WALL MOUNTED SIGNAGE 3„ TO BE LOCATED ON MLATCH IN. SIDE OF DOOR CLEAR OF DOOR -SWING. 1-- \ \ UPPERCASE CHARACTERS Wim\ RAISEDLETTERING2" �V UN� E .'+}•IJV% Z CORRESPONDING N E GRADE II BRAILLQt PONT SHALL BE SANS -SERIF UPPERCASE m ELEVATION I1Q�8/. - RESTROOM &I" ARE TO BE LOCATED ADJACENT TO THE LATCH SIPE OF DOOR BEYOND THE ANC OF THE POOR SWING. - RESTROOM W." ARE PLWAhENT ROOM 8KrN8 HAVING RAISEP CHARACTERS WTH CRAILLE BELOW STATING MEN, WOMEN, OR UNISEX WITH A IS" x b" MIN. CLR FLOOR SPACE IN FRONT 4 ALLOW A PERSON TO APPROACH TO WITHIN 3" WITHOUT ENCOUINTERNG PROlUPING ONJECTS - RESTROOM 8104AGE HAS A PICTOGRAM ABOVE THE TEXT IN A SEPARATE FIELD 6" MIN. 4104 - RESTROOM SI NA05 HAS 6" MN. HT: MA ABOVE - SIGN 18 MOUNTED 80 THAT ITB BASELINE OF THE TOP ROW OF RAISED CHARACTERS 16 60" MAX AFF 4 THE BASE' INE OF THE LOWEST ROW OF TEM IS 48" MIN AAF 4 IS "" APP TO THE CENTER -INE - RAISED CHARACTERS, PICTOGAIAMB, AND SYMBOLS HAVE A NON-OLARd FNISH 4 CONTRAST WITH THEIR BAGkGIROUND - RESTROOM IDENTIFICATION DOOR 810NACAE IB TO BE LOCATED 60" AFF TO THE CENTERLINE ON THE POOR, AND ARE TO BE DISTINCTLY DIFFERENT FROM POOR IN COLOR AND CONTRAST - THE SIGN SHOULD BE 1/4" THICK AND CONTRAST VISUALLY WITH THE POOR - tLC AkVJ 01.1[911 n UAVC 10 ewwriwn e-wASIMMOn f1W RAARn r:..d@NRIlA HIMU A I/All MIN. RAMR A Sca Is: NTS 48" NOTES ALL REACH RANGES ARE FROM 3O" x 48" LEVER CLEAR SPACE OF (2%) SLOPE MAX F — — — — — — — — — - ALL OPERABLE PARTS ARE WITHIN COMPLIABLE REACH RANGES DOORS SHALL NOT SWING INTO THE REQUIRED CLEAR SPACE - ALL CONTROLS SHALL BE OPERABLE WITH ONE HAND AND DO NOT REQ. TIGHT GRASPING, PINCHING, OR TURNING OF THE WRIST I - FORCE TO OPERATE ANY CONTROLS SHALL BE 5 LOS. MAX. i FORWARD REACH RANGE: I I — — — — — — — — — - UNOBSTRUCTED FORWARD REACH RANGE 18 15" MIN. TO 48" MAX. - OBSTRUCTED FORWARD REACH RANGES SHOULD HAVE THE SAME CLEAR DEPTH BELOW THE OBSTRUCTION AS THE MACH DEPTH ABOVE - OBSTRUCTED FORWARD REACH RANGE OVER AN OBJECT SHALL BE: 48" MAX. WHEN LESS THAN OR EQUAL TO 20" IN DEPTH • 44" MAX. WHEN GREATER THAN 20" AND LESS THAN OR EQUAL TO 25" IN DEPTH SIDE RAEAC 4 RANGE; - UNOBSTRUCTED SIDE REACH, CLEAR FLOOR SPACE SHALL 5E 10" MAX. FROM WALL - UNOBSTRUCTED SIDE REACH: HEIGHT SHALL BE 54" MAX. 4 LOW REACH OF 9" MIN. AFF - AT OBSTRUCTED SIDE REAC 4i HEIGHT OF OBSTRUCTION SHALL BE 34" MAX. AFF (FLR MOUNTED) AND 48" MAX. AFF (WALL MOUNTED) WHEN DEPTH OF OBSTRUCTION IS LESS THAN 10" AFF. - AT OBSTRUCTED SIDE REACHe HEIGHT OF 006TPWCTION SHALL BE 34" MAX. AFF (FLP- MOUNTED) FLRMOUNTED) AND 46" MAX. AFF (WALL MOUNTED) WHEN DEPTH OF OBSTRUCTION IS MORE THAN 10" 4 LESS THAN 24" AFF. MIN TWO 110 X 3" SCREW EACH SIDES i/2 " 1 1/4 - TO z 1 1/2" DIA. 1`�i o GRAB BAR FRT 2X6 OR FRT 2X8 W 4— 1/4- X 1 1/2- SCREWS TO METAL STUDS WHERE REQUURED AS SHOWN ON DETAIL TO LEFT WALL/ GRAB BAR SECTION rear . r •ee� . .ems r r Sca Is: NTS TOWELS SANITARY CUPb 4 WASTE WASTE TOWELS DRIER NAPKINS o 0 ELEC. WALL SWITCH — CONVENIENCE WALL OUTLET RECEPTACLE u OUTLET m NOT - CONTROL LIGHTING, SWITCHES, RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED NO MORE THAN 48" FROM T.O. OUTLET BOX ANP NO LESS THAN 15" FROM BOTTOM OF OUTLET BOX TO THE LEVEL OF FIN. FLOOR OR WORKING PLATFORM. - CONTROLS AND OPERATING MEC 4. SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQ. TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBB. OF FORCE. CONTROLS, SWITCHES, AND OUTLETS INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM CONTROL �4EIG�4TS Sca Is: NTS V N q0 E•h h2 ' E�-1 cc O� -col city �� bAU I CV)QC4 r C. 03 ti �o �4 It (4) N � cdwawa 0 Y. O m z 4 W Im ■ z ♦ul V cc O U. z cm cc IL cc � cc j z Lit W CC r 0 IWL � N z r z OC N O REVISIONS A 0 A 0 0 J ray W v z 0 A — PROD NO.:I1-014 DATE: TSBSB DJUWMGS AM COPY— xrcHrsD BY 8De'smav YANAObX8A9;8018 a�a CiDPl7tlCHT AxD ormw mm iwsTium THd USB OF Tads3' DucvzoDTs 'TO Tffi' QRMW,AL SnW OR PVMVSV FOR MUCH 1 7 wIrm Plpb'mma. R "cTL Ns. calif as, an AssIC1YH m Am sTRlcTLY PAoa BMID. DRAWN: TE CHECK. AE ALL CONSTRUCTION SHALL COMPLY WITH CHAPTER 3 OF THE 2014 FBC - ACCESSIBILITY - BUILIJING BLOCKS 301 GENERAL 3043 Size. Turning space shall comply with 304.3.1 or 30432. 301.1 Scope. The provisions of Chapter 3 shall apply where required by Chapter 2 or where referenced 3043.1 Circular Space. The turning space shall be a space of 60 inches (1525 mm) diameter minimum. by a requirement in this code. The space shall be permitted to include knee and toe clearance complying with 306. 302 FLOOR OR GROUND SURFACES 30432 T -Shaped Space. The turning space shall be a T-shaped space within a 60 inch (1525 mm) 302.1 General. Floor and ground surfaces shall be stable, firm, and slip resistant and shall comply with square minimum with arms and base 36 inches (915 mm) wide minimum. Each arm of the T shall be 302• clear of obstructions 12 inches (305 mm) minimum in each direction and the base shall be clear of obstructions 24 inches (610 mm) minimum. The space shall be permitted to include knee and toe clearance complying with 306 only at the and of either the base or one arm. 3022 Carpet. Carpet or carpet the shall be securely attached and shall have a firm cushion, pad, or backing or no cushion or pad.Carpet or carpet the shall have a level loop, textured loop, level cut pile, or level cut/uncut pile texture. Pile height shall be 1/2 inch (13 mm) maximum. Exposed edges of carpet shall be fastened to floor surfaces and shall have trim on the entire length of the exposed edge.Carpet edge trim shall comply with 303. FIGURE 302.2 CARPET PILE HEIGHT -302.3 Openings. Openings in floor or ground surfaces shall not allow passage of a sphere more than 1/2 inch (13 mm) diameter except as allowed 1n 401.43, 409.43, 410.4, 510.5.3 and 810.10. Elongated openings shall be placed so that the long dimension is perpendicular to the dominant direction of travel. FIGURE 3023 ELONGATED OPENINGS IN FLOOR OR GROUND SURFACES 303 CHANGES IN LEVEL 303.1 General. Where changes in level are permitted in floor or ground surfaces, they shall comply with 303. 3032 Vert Ica l.Changes in level of 1/4 inch (6.4 mm) high maximum shall be permitted to be vertical. FIGURE 303.2 VERTICAL CHANGE IN LEVEL 3033 5eveled. Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (13 mm) high maximum shall be beveled with a slope not steeper than 1:2. Advisory 3033 5eveled.A change in level of 1/2 inch (13 mm) is permitted to be 1/4 inch (6.4 mm) vertical plus 1/4 inch (6.4 mm) beveled. However, 1n no case may the combined change in level exceed 1/2 inch (13 mm). Changes in level exceeding 1/2 inch (13 mm) must comply with 405 (Ramps) or 406 (Curb Ramps). FIGURE 3033 5EVELED CHANGE IN LEVEL 303.4 Ramps. Changes in level greater than 1/2 inch (13 mm) high shall be ramped, and shall comply with 405 or 406. 304 TURNING SPACE 304.1 General. Turning space shall comply with 304. 3042 Floor or Ground Surfaces. Floor or ground surfaces of a turning space shall comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:4S shall be permitted. Advisory 3042 Floor or Ground Surface Exception. As used in this section, the phrase "changes in level" refers to surfaces with slopes and to surfaces with abrupt rise exceeding that permitted in Section 3033. Such changes in level are prohibited in required clear floor and ground spaces, turning spaces, and in similar spaces where people using wheelchairs and other mobility devices must park their mobility aids such as in wheelchair spaces, or manuver to use elements such as at doors, fixtures, and telephones. The exception permits slopes not steeper than 1:48. FIGURE 3043.2 T -SHAPED TURNING SPACE 304.4 Door Swing. Doors shall be permitted to swing into turning spaces. 305 CLEAR FLOOR OR GROUND SPACE 305.1 General. Clear floor or ground space shall comply with 305. 3052 Floor or Ground Surfaces. Floor or ground surfaces of a clear floor or ground space sha II comply with 302. Changes in level are not permitted. EXCEPTION: Slopes not steeper than 1:46 shall be permitted. 305.3 Size. The clear floor or ground space shall be 30 inches (160 mm) minimum by 48 inches (1220 mm) minimum. FIGURE 305-1 CLEAR FLOOR OR GROUND SPACE 305.4 Knee and Toe Clearance. Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with 306. 3055 Position. Unless otherwise specified, clear floor or ground space shall be positioned for either forward or parallel approach to an element. FIGURE 305.5 POSITION OF CLEAR FLOOR OR GROUND SPACE 305.6 Approach. One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. 305.1 Maneuvering Clearance. Where a clear floor or ground space is located in an alcove or otherwise confined on all orpart of three sides, additional maneuvering clearance shall be provided in accordance with 305.1.1 and 305.12. 305.1.1 Forward Approach. Alcoves shall be 36 inches (915 mm) wide minimum where the depth exceeds 24 inches (610 mm). FIGURE 305.1.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH 305.12 Parallel Approach. Alcoves shall be 60 inches (1525 mm) wide minimum where the depth exceeds 15 inches (380 mm). FIGURE 305.12 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH 306 KNEE AND TOE CLEARANCE 306.1 General. Where space beneath an element is included as part of clear floor or ground space or turning space, the space "I[ comply with 306. Additional space shall not be prohibited beneath an element but shall not be considered as part of the clear floor or ground space or turning space. 306.2 Toe Clearance. 3062.1 General. Space under an element between the finish floor or ground and 9 inches (230 mm) above the finish floor or ground shall be considered toe clearance and shall comply with 3062. 3062.2 MaximumPapth.Toe clearance shall extend 25 inches (635 mm) maximum under anelement. 306.2.3 Minimum Required Depth. Where toe clearance is required at an element as part of a clear floor space, the toe clearance shall extend Irt inches (430 mm) minimum under the element. 306.2.4 Additional Clearance.Space extending greater than 6 inches (150 mm) beyond the available knee clearance at S inches (230 mm) above the finish floor or ground shall not be considered toe clearance. 306.2.5 Width. Toe clearance shall be 30 inches (160 mm) wide minimum. FIGURE 3062 TOE CLEARANCE 306.3 Knee Clearance. 306.3.1 General.Space under an element between S inches (230 mm) and 21 inches (685 mm) above the finish floor or ground shall be considered knee clearance and shall comply with 306.3. 306.32 Maximum Depth. Knee clearance shall extend 25 inches (635 mm) maximum under an element at 5 inches (230 mm) above the finish floor or ground. 306.33 Minimum Required Depth. Where knee clearance is required under an element as part of a clear floor space, the knee clearance shall be 11 inches (280 mm) deep minimum at S inches (230 mm) above the finish floor or ground, and 8 inches (205 mm) deep minimum at 21 inches (685 mm) above the finish floor or ground. 306.3.4 Clearance Reduction. Between S inches (230 mm) and 21 inches (6S5 mm) above the finish floor or ground, the knee clearance shall be permitted to reduce at a rate of 1 inch (25 mm) in depth for each (0 inches (150 mm) in height. 306.3.5 Width. Knee clearance shall be 30 inches 060 mm) wide minimum. FIGURE 3063 KNEE CLEARANCE 301 PROTRUDING OBJECTS 301.1 General. Protruding objects shall comply with 301. 3012 Protrusion Limits. Objects with leading edges more than 21 inches (685 mm) and not more than 80 Inches (2030 mm) above the finish floor or ground shall protrude 4 inches (100 mm) maximum horizontally into the circulation path. EXCEPTION: Handrails shall be permitted to protrude 41/2 inches (115 mm) maximum. FIGURE 301.2 LIMITS OF PROTRUDING OBJECTS 301.3 Post -Mounted Objects. Free-standing objects mounted on posts or pylons shall overhang circulation paths 12 inches (305 mm) maximum when located 21 inches (685 mm) minimum and 80 inches (2030 mm) maximum above the finish floor or ground. Where a sign or other obstruction is mounted between posts or pylons and the clear distance between the posts or pylons is greater than 12 inches (305 mm), the lowest edge of such sign or obstruction shall be 21 inches (685 mm) maximum or 80 inches (2030 mm) minimum above the finish floor or ground. EXCEPTION: The sloping portions of handrails serving stairs and ramps shall not be required to comply with 3013. FIGURE 301.3 POST -MOUNTED PROTRUDING OBJECTS 301A Vertical Clearance, vertical clearance shall be 80 inches (2030 mm) high minimum. Guardrails or other barriers shall be provided where the vertical clearance is less than 80 inches (2030 mm) high. The leading edge of such guardrail or barrier shall be located 21 inches (685 mm) maximum above the finish floor or ground. EXCEPTION: Door closers and door stops shall be permitted to be 18 inches (1980 mm) minimum above the finish floor or ground. FIGURE 301.4 VERTICAL CLEARANCE 3015 Required Clear Width. Protruding objects shall not reduce the clear width required for accessible routes. 308 REACH RANGES 308.1 General. Reach ranges shall comply with 308. 3082 Forward Reach. 308.2.1 Unobstructed. Where a forward reach is unobstructed, the high forward reach shall be 48 inches (1220 mm) maximum and the low forward reach shall be 15 inches (380 mm) minimum above the finish floor or ground. FIGURE 3082.1 UNOBSTRUCTED FORWARD REACH 30822 Obstructed High Reach. Where a high forward reach is over an obstruction, the clear floor space shall extend � beneath the element for a distance not less than the required reach depth over the obstruction. The high forward reach shall be 48 inches (1220 mm) maximum where the reach depth is 20 inches (510 mm) maximum. Where the reach depth exceeds 20 inches (510 mm), the high forward reach shall be 44 inches (1120 mm) maximum and the reach depth shall be 25 inches (635 mm) maximum. FIGURE 30822 05STRUCTED HIGH FORWARD REACH 3083 Side Reach. 3083.1 Unobstructed. Where a clear floor or ground space allows a parallel approach to an element and the side reach is unobstructed, the high side reach shall be 48 inches (1220 mm) maximum and the low side reach shall be 15 inches (380 mm) minimum above the finish floor or ground. EXCEPTIONS: I. An obstruction shall be permitted between the clear floor or ground space and the element where the depth of the obstruction is 10 inches (255 mm) maximum. FIGURE 308.3.1 UNOBSTRUCTED SIDE REACH 3063.2 Obstructed High Reach. Where a clear floor or ground space allows a parallel approach to an element and the high side reach is over an obstruction, the height of the obstruction shall be 34 inches (865 mm) maximum and the depth of the obstruction shall be 24 inches (610 mm) maximum. The high side reach shall be 48 inches (1220 mm) maximum for a reach depth of 10 inches (255 mm) maximum. Where the reach depth exceeds 10 inches (255 mm), the high side reach shall be 46 Inches (1110 mm) maximum for a reach depth of 24 inches (610 mm) maximum. FiGURE 308.3.2 05STRUCTED HIGH SIDE REACH 30S OPERABLE PARTS 309.1 General. Operable parts shall comply with 305. 309.2 Clear Floor Space. A clear floor or ground space complying with 305 shall be provided. 3093Height.0perable parts shall be placed within one or more of the reach ranges specified in 308. 309.4 Opera tion.Opera b Is parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of the wrist. The force required to activate operable parts shall be 5 pounds (222 N) maximum. 104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. ADVISORY: WHERE THE REQUIREMENT STATES A SPECIFIED RANGE THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. F h U, X007 0 �7 w Ca CD as N CONN, 04 te)w QC , kw � 4'Z W 0. h20 Gy 0., G�, iii f �0 � IR0009781 4 y Q Z o cc... © 4 U. V Y. 0IL v Z OC go Q Z W � J c W Wi U cc cc luO IL IL C� Z W > J m c 4ICL W IQ UJ cc I Z W CC Ml Z r��l �! C14 0) c REVISIONS L 0 0 A A A 0 PROJ N0.:11-014 DATE: 6-6-11 TBSSS DBIIIINGS IRB COPY- RX"NO BY BaBsrsN Jf1MM"NT, "C, MIS Tars COP�IGNT iND oTaaR RICATs RdsTR1CT5 Toa USB OP TBSSa DOC AMW TO rM ORlCJN" sITB on PURPOSE POR WNW TaSY MW PRBAMA RBPRODZiMUNS. CHANGES, OR IssiGNANNTs IRB srNcrLY PROalanw. DRAWN: TE CHECK. AE A602 ALL CONSTRUCTION SHALL COMPLY WITH CHAPTER 4 OF THE 2014 FBC - ACCESSIBILITY - ACCESSIBLE ROUTES 402 ACCESS151-E ROUTES 402.1 General. Accessible routes shall comply with 402. 402.2 Components.Accessible routes shall consist of one or more of the following components: walking surfaces with a running slope not steeper than 1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, and platform lifts. All components of an accessible route shall comply with the applicable requirements of Chapter 4 and 2083.1 403 WALKING SURFACES 403.1 General. Walking surfaces that are a part of an accessible route shall comply with 403. 4032 Floor or Ground Surface. Floor or ground surfaces shall comply with 302. 4033 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. 403.4 Changes in Level. Changes in level shall comply with 303. 4035 Clearances. Walking surfaces shall provide clearances complying with 403.5. EXCEPTION: Within employee work areas, clearances on common use circulation paths shall be permitted to be decreased by work area equipment provided that the decrease is essential to the function of the work being performed. 4035.1 Clear Width. Except as provided in 403.52 and 40353, the clear width of walking surfaces shall be 36 inches (915 mm) minimum. EXCEPTION: The clear width shall be permitted to be reduced to 32 inches (815 mm) minimum for a length of 24 inches (610 mm) maximum provided that reduced width segments are separated by segments that are 48 inches (1220 mm)long minimum and 36 inches (915 mmAuide minimum. FIGURE 4035.1 CLEAR WIDTH OF AN ACCESSI5LE ROUTE 40352 Clear Width at Turn. Where the accessible route makes a 180 degree turn around an element which is less than 48 inches (1220 mm) wide, clear width shall be 42 inches (1065 mm) minimum approaching the turn, 48 inches (1220 mm) minimum at the turn and 42 inches (1065 mm) minimum leaving the turn. EXCEPTION:Where the clear width at the turn is 60 inches (1525 mm) minimum compliance with 403.52 shall not be required. 403.53 Passing Spaces.Anaccessible route with a clear width less than 60 inches (1525 mm) shall provide passing spaces at intervals of 200 feet (61 m) maximum. Passing spaces shall be either: a space 60 inches (1525 mm) minimum by 60 inches (1525 mm) minimums or, an intersection of two walking surfaces providing a T-shaped space complying with 30432 where the base and arms of the T-shaped space extend 48 inches (1220 mm) minimum beyond the intersection. 404 DOORS, DOORWAYS, AND GATES 404.1 General. Doors, doorways, and gates that are part of an accessible route shall comply with 404. EXCEPT ION: Doors, doorways, and gates designed to be operated only by security personnel shall not be required to comply with 40421, 40428, 4042.9, 40432 and 4043.4 through 40431. 4042 Manual Doors, Doorways, and Manual Gates. Manual doors and doorways and manual gauss intended for user passage shall comply with 4042. 4042.1 Revolving Doors, Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 40422 Double -Leaf Doors and Gates. At least one of the active leaves of doorways with two leaves shall comply with 40423 and 404.2.4. 404.2.3 Clear Width. Door openings shall provide a clear width of 32 inches (815 mm) minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with the door open 90 degrees. Openings more than 24 inches (610 mm) deep shall provide a clear opening of 36 inches 0915 mm) minimum. There shall be no projections into the required clear opening width lower than 34 inches (865 mm) above the finish floor or ground. Projections into the clear opening width between 34 inches (865 mm) and 80 inches (2030 mm) above the finish floor or ground shall not exceed 4 inches (100 mm). EXCEPTIONS: 1. In alterations, a projection of 5/8 inch (16 mm) maximum into the required clear width shall be permitted for the latch side stop. 2. Door closers and door stops shall be permitted to be 18 inches (1980 mm) minimum above the finish floor or ground. FIGURE 4042.3 CLEAR WIDTH OF DOORWAYS 4042.4 Maneuvering Clearances. Minimum maneuvering clearances at doors and gates shall comply with 4042.4. Maneuvering clearances shall extend the full width of the doorway and the required latch side or hangs side clearance. EXCEPTION:Entry doors to hospital patient rooms shall not be required to provide the clearance beyond the latch side of the door. 4042.4.1 Swinging Doors and Gates. Swinging doors and gates shall have maneuvering clearances complying with Table 4042.4.1. TA5LE 4042.4.1 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES MANEUVERING CLEARANCE AT MANUAL SWING DOORS AND GATES TYPE OF USE MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION DOOR OR GATE SIDE PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (5EYOND LATCH SIDE UNLESS NOTED) FROM FRONT PULL 60 INCHES iS INCHES FROM FRONT PUSH 48 INCHES 0 INCHES (1) FROM HINGE SIDE PULL 60 INCHES 36 INCHES FROM HINGE SIDE PULL 54 INCHES 42 INCHES FROM HINGE SIDE PUSH 42 INCHES(2) 22 INCHES(3) FROM LATCH SIDE PULL 48 INCHES(4) 24 INCHES FROM LATCH 51DE PUSH 42 INCHES(4) 24 INCHES 1. Add 12 inches (305 mm) 1f closer and latch are provided. 2. Add 6 inches (150 mm) if closer and latch are provided. 3. Beyond hinge side. 4. Add 6 inches (150 mm) if closer is provided. FIGURE 4042.4.1 MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS AND GATES 404.2:42 Doorways without Doors or Gates, Sliding Doors, and Folding Doors. Doorways less than 36 inches (915 mm) wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 4042.4.2. TA5LE 404.2.42 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS OR GATES, MANUAL SLIDING DOORS, AND MANUAL FOLDING DOORS 1. Doorway with no door only. 2. Beyond pocket/hings side. FIGURE 4042.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS 4042.43 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within IS inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate. Advisory 4042.43 Recessed Doors and Gates. A door can be recessed due to wall thickness or because of the placement of casework and other fixed elements adjacent to the doorway. This provision must be applied wherever doors are recessed. FIGURE 4042.43 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES 404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted. EXCEPTIONS: 1. Slopes not steeper than 1:48 shall be permitted. 2. Changes in level at thresholds complying with 40425 shall be permitted. 40425 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303. EXCEPTION:Existing or altered thresholds 3/4 inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 40425. 4042.6 Doors in Series and Gates in Series.The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space. FIGURE 4042. DOORS IN SERIES AND GATES IN SERIES 404.2.1 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 301BA.0perable parts of such hardware shall be 34 inches (865 mm) minimum and 4S inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. EXCEPTIONS: I. Existing locks shall be permitted in any location at existing glazed doors without stiles, existing overhead rolling doors or grilles, and similar existing doors or grilles that are designed with locks that are activated only at the top or bottom rail. 2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have operable parts of the release of latch on self -latching devices at 54 inches (1310 mm) maximum above the finish floor or ground provided the self -latching devices are not also self-locking devices and operated by means of a key, electronic opener, or integral ? combination lock h du 40428 Closing Speed. Door and gate closing speed shall comply with 404.2.8. 40428.1 Door Closers and Gate Closers. Door closers and gate closers shall be,.�. adjusted so that from an open position of 90 degrees, the time required to mov the door to a position of 12 degrees from the latch is 5 seconds minimum. 40428.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 10 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 4042.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1. Interior hinged doors and gates: 5 pounds (222 N) maximum. 2. Sliding or folding doors: 5 pounds (222 N) maximum. 3. Exterior hinged doors shall be designed so that such doors can be pushed or pulled open with a force not exceeding 8.5 pounds (311 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. Advisory 4042.9 Door and Gate Opening Force. The maximum force pertains to the continuous application of force necessary to fully open a door, not the initial force needed to overcome the inertia of the door. It does not apply to the force required to retract bolts or to disengage other devices used to keep the door in a closed position Florida law, s.553.504(6), F.S., establishes requirements for exterior door opening force. 4042.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate.Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm)of the same plane as the other.Cavities created by added kick plates sha I I be capped. EXCEPTIONS: 1. Sliding doors shall not be required to comply with 4042.10. 2. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at 60 degrees minimum from the horizontal shall not be required to meet the 10 inch (255 mm) bottom smooth surface height requirement. 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall not be required to comply with 4042.10. 4. Existing doors and gates without smooth surfaces within 10 Inches (255 mm) of the finish floor or ground shall not be required to provide smooth surfaces complying with 4042.10 provided that if added kick plates are installed, cavities created by such kick plates are capped. 4043 Automatic and Power -Assisted Doors and Gates.Automatic doors and automatic gates shall comply with 4043. Full -powered automatic doors shall comply with ANSI/5HMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power -assisted doors shall comply with ANSI/15HMA A156.19 (199-1 or 2002 edition) (incorporated by reference, see 'Referenced Standards" in Chapter 1). 4043.1 Clear Width. Doorways shall provide a clear opening of 32 inches (815 mm) minimum in power -on and power -off mods.The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves in the open position. 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 4042.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 4042.4. EXCEPTION:Wi ars automatic doors and gates remain open in the power -off condition, compliance with 4042.4 shall not be required. 40433 Thresholds. Thresholds and changes in level at doorways shall comply with 4042.5. 404.3.4 Doors in Series and Gates in Series. Doors in series and gates in series shall comply with 4042.6. 4043.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to the control shall be located beyond the arc of the door swing. 404.3.6 Break Out Opening. Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches (815 mm) minimum when operated in emergency mode. EXCEPTION: Where manual swinging doors and gates comply with 4042 and serve the same means of egress compliance with 4043.6 shall not be required. 404.3.1 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. WHERE THE REQUIREMENT STATES A SPECIFIED RANGE, THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. PROJ NO.:1-1-014 DATE: 6-6-11 "WSa DJU97NGS Ala COPr- ilOBraD ar a isms YA8Af. MNr, LLC, "16 rW COPlJUWr AND MAW? mm msralm ria OSa OP riaSa DOCOmm 20 rm ORtb&" SM GOR MWOaa "it nirCi tier Mr P9 D. 1PdPiODLtCTIOIVS. CiANGaS. M ASSlONA�rS Acta ST/RICTlr PRaffA B. RRA WN. TE CHECK: AE Ile I MINIMUM MANEUVERING CLEARANCE APPROACH DIRECTION PERPENDICULAR TO DOORWAY PARALLEL TO DOORWAY (5EYOND STOP/LATCH SIDES UNLESS NOTED ) FROM FRONT 48" INCHES 0 INCHES FROM SIDE() 42 INCHES 0 INCHES FROM POCKET/HINGE SIDE 42 INCHES 22 INCHES (2) FROM STOP/HINGE SIDE 42 INCHES 24 INCHES 1. Doorway with no door only. 2. Beyond pocket/hings side. FIGURE 4042.4.2 MANEUVERING CLEARANCES AT DOORWAYS WITHOUT DOORS, SLIDING DOORS, GATES, AND FOLDING DOORS 4042.43 Recessed Doors and Gates. Maneuvering clearances for forward approach shall be provided when any obstruction within IS inches (455 mm) of the latch side of a doorway projects more than 8 inches (205 mm) beyond the face of the door, measured perpendicular to the face of the door or gate. Advisory 4042.43 Recessed Doors and Gates. A door can be recessed due to wall thickness or because of the placement of casework and other fixed elements adjacent to the doorway. This provision must be applied wherever doors are recessed. FIGURE 4042.43 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES 404.2.4.4 Floor or Ground Surface. Floor or ground surface within required maneuvering clearances shall comply with 302. Changes in level are not permitted. EXCEPTIONS: 1. Slopes not steeper than 1:48 shall be permitted. 2. Changes in level at thresholds complying with 40425 shall be permitted. 40425 Thresholds. Thresholds, if provided at doorways, shall be 1/2 inch (13 mm) high maximum. Raised thresholds and changes in level at doorways shall comply with 302 and 303. EXCEPTION:Existing or altered thresholds 3/4 inch (19 mm) high maximum that have a beveled edge on each side with a slope not steeper than 1:2 shall not be required to comply with 40425. 4042.6 Doors in Series and Gates in Series.The distance between two hinged or pivoted doors in series and gates in series shall be 48 inches (1220 mm) minimum plus the width of doors or gates swinging into the space. FIGURE 4042. DOORS IN SERIES AND GATES IN SERIES 404.2.1 Door and Gate Hardware. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 301BA.0perable parts of such hardware shall be 34 inches (865 mm) minimum and 4S inches (1220 mm) maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. EXCEPTIONS: I. Existing locks shall be permitted in any location at existing glazed doors without stiles, existing overhead rolling doors or grilles, and similar existing doors or grilles that are designed with locks that are activated only at the top or bottom rail. 2. Access gates in barrier walls and fences protecting pools, spas, and hot tubs shall be permitted to have operable parts of the release of latch on self -latching devices at 54 inches (1310 mm) maximum above the finish floor or ground provided the self -latching devices are not also self-locking devices and operated by means of a key, electronic opener, or integral ? combination lock h du 40428 Closing Speed. Door and gate closing speed shall comply with 404.2.8. 40428.1 Door Closers and Gate Closers. Door closers and gate closers shall be,.�. adjusted so that from an open position of 90 degrees, the time required to mov the door to a position of 12 degrees from the latch is 5 seconds minimum. 40428.2 Spring Hinges. Door and gate spring hinges shall be adjusted so that from the open position of 10 degrees, the door or gate shall move to the closed position in 1.5 seconds minimum. 4042.9 Door and Gate Opening Force. Fire doors shall have a minimum opening force allowable by the appropriate administrative authority. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: 1. Interior hinged doors and gates: 5 pounds (222 N) maximum. 2. Sliding or folding doors: 5 pounds (222 N) maximum. 3. Exterior hinged doors shall be designed so that such doors can be pushed or pulled open with a force not exceeding 8.5 pounds (311 N). These forces do not apply to the force required to retract latch bolts or disengage other devices that hold the door or gate in a closed position. Advisory 4042.9 Door and Gate Opening Force. The maximum force pertains to the continuous application of force necessary to fully open a door, not the initial force needed to overcome the inertia of the door. It does not apply to the force required to retract bolts or to disengage other devices used to keep the door in a closed position Florida law, s.553.504(6), F.S., establishes requirements for exterior door opening force. 4042.10 Door and Gate Surfaces. Swinging door and gate surfaces within 10 inches (255 mm) of the finish floor or ground measured vertically shall have a smooth surface on the push side extending the full width of the door or gate.Parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch (1.6 mm)of the same plane as the other.Cavities created by added kick plates sha I I be capped. EXCEPTIONS: 1. Sliding doors shall not be required to comply with 4042.10. 2. Tempered glass doors without stiles and having a bottom rail or shoe with the top leading edge tapered at 60 degrees minimum from the horizontal shall not be required to meet the 10 inch (255 mm) bottom smooth surface height requirement. 3. Doors and gates that do not extend to within 10 inches (255 mm) of the finish floor or ground shall not be required to comply with 4042.10. 4. Existing doors and gates without smooth surfaces within 10 Inches (255 mm) of the finish floor or ground shall not be required to provide smooth surfaces complying with 4042.10 provided that if added kick plates are installed, cavities created by such kick plates are capped. 4043 Automatic and Power -Assisted Doors and Gates.Automatic doors and automatic gates shall comply with 4043. Full -powered automatic doors shall comply with ANSI/5HMA A156.10 (incorporated by reference, see "Referenced Standards" in Chapter 1). Low-energy and power -assisted doors shall comply with ANSI/15HMA A156.19 (199-1 or 2002 edition) (incorporated by reference, see 'Referenced Standards" in Chapter 1). 4043.1 Clear Width. Doorways shall provide a clear opening of 32 inches (815 mm) minimum in power -on and power -off mods.The minimum clear width for automatic door systems in a doorway shall be based on the clear opening provided by all leaves in the open position. 404.3.2 Maneuvering Clearance. Clearances at power -assisted doors and gates shall comply with 4042.4. Clearances at automatic doors and gates without standby power and serving an accessible means of egress shall comply with 4042.4. EXCEPTION:Wi ars automatic doors and gates remain open in the power -off condition, compliance with 4042.4 shall not be required. 40433 Thresholds. Thresholds and changes in level at doorways shall comply with 4042.5. 404.3.4 Doors in Series and Gates in Series. Doors in series and gates in series shall comply with 4042.6. 4043.5 Controls. Manually operated controls shall comply with 309. The clear floor space adjacent to the control shall be located beyond the arc of the door swing. 404.3.6 Break Out Opening. Where doors and gates without standby power are a part of a means of egress, the clear break out opening at swinging or sliding doors and gates shall be 32 inches (815 mm) minimum when operated in emergency mode. EXCEPTION: Where manual swinging doors and gates comply with 4042 and serve the same means of egress compliance with 4043.6 shall not be required. 404.3.1 Revolving Doors, Revolving Gates, and Turnstiles. Revolving doors, revolving gates, and turnstiles shall not be part of an accessible route. 104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. WHERE THE REQUIREMENT STATES A SPECIFIED RANGE, THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. PROJ NO.:1-1-014 DATE: 6-6-11 "WSa DJU97NGS Ala COPr- ilOBraD ar a isms YA8Af. MNr, LLC, "16 rW COPlJUWr AND MAW? mm msralm ria OSa OP riaSa DOCOmm 20 rm ORtb&" SM GOR MWOaa "it nirCi tier Mr P9 D. 1PdPiODLtCTIOIVS. CiANGaS. M ASSlONA�rS Acta ST/RICTlr PRaffA B. RRA WN. TE CHECK: AE Ile I ALL CONSTRUCTION SHALL COMPLY WITH CHAPTER 6 OF THE 2014 FBC-ACCESSIBILITY - PLUMBING ELEMENTS AND FACILITIES 601 GENERAL 601.1 Scope. The provisions of Chapter 6 shall apply where required by Chapter 2 or where referenced 604.5.1 Side Wall. The side wall grab bar shall be 42 inches (1065 mm) long minimum, located 12 by a requirement in this code. inches (305 mm) maximum from the rear wall and extending 54 inches (1310 mm) minimum From the 602 DRINKING FOUNTAINS rear wall. 602.1 General. Drinking fountains sha I I comply with 30-1 and 602. 6022 Clear Floor Space. Units shall have a clear floor or ground space complying with 305 positioned for a forward approach and centered on the unit. Knee and toe clearance complying with 306 shall be provided. 602.3 Operable Parts. Operable parts shall comply with 309. 602.4 Spout Height. Spout outlets shall be 36 inches (915 mm) maximum above the finish floor or ground. 602.5 Spout Location. The spout shall be located 15 inches (380 mm) minimum from the vertical support and 5 inches (125 mm) maximum from the front edge of the unit, including bumpers. FIGURE 602.5 DRINKING FOUNTAIN SPOUT LOCATION 602.6 Water Flow. The spout shall provide a flow of water 4 inches (100 mm) high minimum and shall be located 5 inches (125 mm) maximum from the front of the unit.The angle of the water stream shall be measured horizontally relative to the front face of the unit.Where spouts are located less than 3 inches (15 mm) of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches (15 mm) and 5 inches (125 mm) maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. 602.1 Drinking Fountains for Standing Persons. Spout outlets of drinking fountains for standing persons shall be 38 inches (965 mm) minimum and 43 inches (1090 mm) maximum above the finish floor or ground. 603 TOILET AND BATHING ROOMS 603.1 General. Toilet and bathing rooms shall comply with 603. 6032 Clearances. Clearances shall comply with 6032. 6032.1 Turning Space. Turning space complying with 304 shall be provided within the room. 6032.2 Overlap. Required clear Floor spaces, clearance at fixtures, and turning space shall be permitted to overlap. 603.23 Door Swing. Doors shall not Swing into the clear floor space or clearance required for any fixture. Doors shall be permitted to swing into the required turning space. EXCEPTIONS: 1. Doors to a toilet room or bathing room for a single occupant accessed only through a private office and not for common use or public use shall be permitted to swing into the clear floor space or clearance provided the swing of the door can be reversed to comply with 60323. 2. Where the toilet room or bathing room is for individual use and a clear floor space complying with 3053 is provided within the room beyond the arc of the door swing, doors shall be permitted to swing into the clear floor space or clearance required for any fixture. 6033 Mirrors. Mirrors located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 40 inches (1015 mm) maximum above the finish floor or ground. Mirrors not located above lavatories or countertops shall be installed with the bottom edge of the reflecting surface 35 inches (890 mm) maximum above the finish Floor or ground. 603.4 Coat Hooks and Shelves. Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the finish floor. 604 WATER CLOSETS AND TOILET COMPARTMENTS 604.1 General. Water closets and toilet compartments shall comply with 6042 through 604.8. EXCEPTION: Water closets and toilet compartments for children's use shall be permitted to comply with 604.9. 6042 Location. The water closet shall be positioned with a wall or partition to the rear and to one side. The centerline of the water closet shall be 16 inches (405 mm) minimum to 18 inches (455 mm) maximum from the side wall or partition, except that the water closet shall be 11 inches (430 mm) minimum and 19 inches (485 mm) maximum from the side wail or partition in the ambulatory accessible toilet compartment specified in 604.82. Water closets shall be arranged for a left-hand or right-hand approach. FIGURE 6042 WATER CLOSET LOCATION 6043 Clearance. Clearances around water closets and in toilet compartments shall comply with 6043. 604.3.1 Size. Clearance around a water closet shall be 60 inches (1525 mm) minimum measured perpendicular from the side wall and 56 inches (1420 mm) minimum measured perpendicular from the rear wall, x�a _. E �, 1 11n , INS FIGURE 6043.1 SIZE OF CLEARANCE AT WATER CLOSETS 60432 Overlap. The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. 604.4 Seats. The seat height of a water closet above the finish floor shall be 11 inches (430 mm) minimum and 19 inches (485 mm) maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. 6048 Grab 5ars. Grab bars for water closets shall comply with 609.Grab bars shall be provided on the side wall closest to the water closet and on the rear wall FIGURE 604.5.1 SIDE WALL GRAS BAR AT WATER CLOSETS 604.5.2 Rear wall. The rear wall grab bar Shall be 36 inches (915 mm) long minimum and extend from the centerline of the water closet 12 inches (305 mm) minimum on one side and 24 inches (610 mm) minimum on the other side. EXCEPTIONS: 1. The rear grab bar shall be permitted to be 24 inches (610 mm) long minimum, centered on the water closet, where wall space does not permit a length of 36 inches (915 mm) minimum due to the location of a recessed fixture adjacent to the water closet. 2. Where an administrative authority requires Flush controls for Flush valves to be located in a position that conflicts with the location of the rear grab bar, then the rear grab bar shall be permitted to be split or shifted to the open side of the toilet area. FIGURE 604.52 REAR WALL GRAS BAR WATER CLOSETS 604.6 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with 309.FIush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with 604.82. 604.1 Dispensers. Toilet paper dispensers shall comply with 309.4 and shall be 1 inches (180 mm) minimum and 9 inches (230 mm) maximum in front of the water closet measured to the centerline of the dispenser.The outlet of the dispenser shall be 15 inches (380 mm) minimum and 48 inches (1220 mm) maximum above the finish floor and shall not be located behind grab bars. Dispensers shall not be of a type that controls delivesry or that does not allow continuous paper flow. Advisory 604.1 Dispensers. If toilet paper dispensers are installed above the side wall grab bar, the outlet of the toilet paper dispenser must be 48 inches (1220 mm) maximum above the finish floor and the top of the gripping surface of the grab bar must be 33 inches (840 mm) minimum and 36 inches ONE) mm) maximum above the finish floor. FIGURE 604.1 DISPENSER OUTLET LOCATION 604.8 Toilet Compartments.Wheelchair accessible toilet compartments shall most the requirements of 604.8.1 and 604.8.3. Compartments containing more than one pplumbing fixture shall comply with 603. Ambulatory accessible compartments shall comply with 604.82 and 604.83. 604.8.1 Wheelchair Accessible Compartments. Wheelchair accessible compartments shall comply with 604.8.E 604.8.1.1 Size. Wheelchair accessible compartments shall be 60 inches (1525 mm) wide minimum measured perpendicular to the sidewall, and 56 inches (1420 mm) deep minimum for wall hung water closets and 59 inches (1500 mm) deep minimum for floor mounted water closets measured perpendicular to the rear wall FIGURE 604.8.1.1 SIZE OF WHEELCHAIR ACCESSI5LE TOILET COMPARTMENT 604.8.12 Doors. Toilet compartment doors, including door hardware, shall comply with 404 except that if the approach is to the latch side of the compartment door, clearance between the door side of the compartment and any obstruction shall be 42 inches (1065 mm) minimum.Doors shall be located in the front partition or in the side wall or partition farthest from the water closet. Where located in the front partition, the door opening shall be 4 inches (100 mm) maximum from the side wall or partition Farthest from the water closet. Where located in the side wall or partition, the door opening shall be 4 inches (100 mm) maximum from the front partitlon.The door shall be self-closing.A door pull complying with 404.2.1 shall be placed on both sides of the door near the latch. Toilet compartment doors shall not swing into the minimum required compartment area. WHEELCHAIR 604.8.13 Approach. Compartments shall be arranged for left-hand or right-hand approach to the water closest. 604.8.1.4 Toe Clearance. The front partition and at least one side partition shall provide a toe clearance of 9 inches (230 mm) minimum above the finish floor and 6 inches (150 mm) deep minimum beyond the compartment -side face of the partition, exclusive of partition support members. Compartments for children's use shall provide a toe clearance of 12 inches (305 mm) minimum above the finish floor. EXCEPTION:Toe clearance at the front partition is not required in a compartment greater than 62 inches (1515 mm) deep with a wall -hung water closet or 65 inches (1(650 mm) deep with a floor -mounted water closet. Toe clearance at the side partition is not required in a compartment greater than 66 inches (1615 mm) wide. Toe clearance at the front partition is not required in a compartment for children's use that is greater than 65 inches (1650 mm) deep. FIGURE 604.8.1.4 WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT TOE CLEARANCE 604.8.1.5 Grab Bars. Grab bars shall comply with 609. A side-wall grab bar complying with 604.5.1 shall be provided and shall be located on the wall closest to the water closet. In addition, a rear -wall grab bar complying with 604.52 shall be provided. 604.8.1.6 Lavatory. In new construction, the wheelchair accessible toilet compartment shall contain an accessible lavatory within it, which must be at least 19 inches wide by 11 inches deep, nominal size, andwall-mounted.The lavatory shall be mounted so as not to overlap the clear floor space areas required by section 604 For the wheelchair accessible toilet compartment and shall comply with section 606. Such lavatories shall be counted as part of the required fixture count for the building. See also section 2133.4. 604.8.1.1 Water closet. In new construction, the accessible water closet within the wheelchair accessible compartment shall be located in the corner, diagonal to the door. Advisory 604.8.1.6 Lavatory and 604.8.1.1 Water Closet. Florida law, section 553.504(5), FS., stipulates that "...required bathing rooms and toilet rooms in new construction shall be designed and constructed..." with an accessible lavatory in the wheelchair accessible compartment and the water closet located in a corner diagonal to the door. The ADA Standards for Accessible Design and therefore this code require wheelchair accessible compartments in new construction and in alterations of existing buildings to have self closing doors. While the Florida lavatory requirement and water closet placement apply only to new construction, they are desirable for all wheelchair accessible compartments and should be considered where Feasible. FIGURE 604.8.1.6 WHEELCHAIR ,ACCESSIBLE TOILET COMPARTMENT IN NEW CONSTRUCTION Note: The drawings are not the complete code requirements, do not depict all possible options and the code text must be reviewed for additional requirements 604.83 Coat Hooks and Shelves.Coat hooks shall be located within one of the reach ranges specified in 308. Shelves shall be located 40 inches (1015 mm) minimum and 48 inches (1220 mm) maximum above the Finish floor. 605 URINALS 605.1 General. Urinals shall comply with 605. 605.2 Height and Depth. Urinals shall be the sta I I -type or the wa I I -hung type with the rim 11 inches (430 mm) maximum above the finish floor or ground. Urinals shall be 13 1/2 inches (345 mm) deep minimum measured from the outer face of the urinal rim to the back of the fixture. 105 REFERENCED STANDARDS 105.1 Genera I. The standards listed in 1052 are Incorporated by reference in this code and are part of the requirements to the prescribed extent of each such reference. The Director of the Federal Register has approved these standards For incorporation by reference in accordance with 5 U.S.G. 552(x) and I CFR part 51. Copies of the referenced standards may be inspected at the Architectural and Transportation harriers Compliance 5oard, 1331 F Street, NW, Suite 1000, Washington, DC 200041 at the Department of Justice, Civil Rights Division, Disability Rights Section, 1425 New York Avenue, NW, Washington, DC1 at the Department of Transportation, 400 Seventh Street, SW, Room 10424, Washington DC1 or at the National Archives and Records Administration (NARA). For information on the availability of this material at NARA, call 202-141-6030 105.2 Referenced Standards. The specific edition of the standards listed below are referenced in this code. Where differences occur between this code and the referenced standards, this code applies. 1052.1 ANSI/5HMA. Copies of the referenced standards may be obtained from the 5ullders Hardware Manufacturers Association, 355 Lexington Avenue, 11th Floor, New York, NY 10011(http://www.buildershardware.com). ANSI/5HMA A156.10-1999 American National Standard for Power Operated Pedestrian Doors (see 4043). ANSI/5HMA A156.19-1991 American National Standard for Power Assist and Low Energy Power Operated Doors (see 4043, 4083.2.1, and 4093.1). ANSI/5HMA A156.19-2002 American National Standard for Power Assist and Low Energy Power Operated Doors (see 4043, 4083.2.1, and 40cJ3.1). ANSI/5HMA A156.19-1991 and A156.19-2002 applies to power assist doors, low energy power operated doors or low energy power open doors for Pedestrian use not provided for in ANSI/5HMA A156.10 for Power Operated Pedestrian Doors. Included are provisions intended to reduce the chance of user injury or entrapment. 10522 ASMI". Copies of the referenced standards may be obtained from the American Soclety of Mechanical Engineers, Three Park Avenue, New York, New York 10016 (http-//www.aame.or!@). 105.2.3 ASTM. Copies of the referenced standards may be obtained from the American Society for Testing and Materials, 100 Sar Harbor Drive, West Conshohocken, Pennsylvania 19428 (http://www.astm.org). 105.2.4 ICC/IBC. Copies of the referenced standard may be obtained from the international Code Council, 5203 Leesburg Pike, Suite 600, Falls Church, Virginia 22041 (www.iccsafeorg). International 5uliding Code, 2000 Edition (see 201.1, 201.2, 216.42, 216.43, and 10052.1). International 5uilding Code, 2001 Supplement (see 201.1 and 2012). International Building Code, 2003 Edition (see 201.1, 201.2, 216.42, 216.43, and 10052.1). 105.2.5 NFPA. Copies of the referenced standards may be obtained from the National Fire Protection Association, l 5atterymarch Park, Quincy, Massachusetts 02169-1411, (http://www.nfpa.org). NFPA 12 National Fire Alarm Code, 1999 Edition (see 102.1 and 809.52). NFPA 12 National Fire Alarm Code, 2002 Edition (see 102.1 and 809.52 ). FIGURE 6052 HEIGHT AND DEPTH OF URINALS 6053 Clear Floor Space. A clear floor or ground space complying with 305 positioned for forward approach sha I I be provided. 605.4 Flush Controls. Flush controls shall be hand operated or automatic. Hand operated flush controls Shall comply with 309. 606 LAVATORIES AND SINKS 606.1 General. Lavatories and sinks shall comply with 606. Advisory 606.1 General. If soap and towel dispensers are provided, they must be located within the reach ranges specified in 306. Locate soap and towel dispensers so that they are conveniently usable by a person at the accessible lavatory. 6062 Clear Floor Space. A clear floor space complying with 305, positioned for a forward approach, and knee and toe clearance complying with 306 shall be provided. 6063 Height. Lavatories and sinks Shall be installed with the front of the higher of the rim or counter surface 34 inches (865 mm) maximum above the finish floor or ground. 606.4 Faucets. Controls for Faucets shall comply with 309. Hand -operated metering faucets shall remain open for 10 seconds minimum. 606.5 Exposed Pipes and Surfaces.Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces FIGURE 6048.12 under lavatories and sinks. mLE TOILET COMPARTMENT DOORS _ 104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. WHERE THE REQUIREMENT STATES A SPECIFIED RANGE, THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. ANTHONY R. RUN cc 0 U. U.0 19 Z UAm N cc Z W v cc 0 U. Z > :N c 4C CL IQ Awa: NCO ZIN LL 4C ca la4phe � Q U. Z 0004 N r N REVISIONS 0 A A 0 A 0 0 iZ 0 V I6 V CL 0 10 Z h J .iii. 0 40 cc MJ I- IL V J W V U UI r 0 N'' PROJ NO.:11-014 DATE: 6-6-11 r"SR DRUIRRGS ARE' COPY- msffr D DY EDasmN JUNAGNME T LLC, Sol e THIS COPTRIOST MTD OTHER RIGHTS msffllm r" use OP T"SR DOCUSfB M TO rm imaka sni oR puimsR Pon WE= THEY un PRBPARBD. RSPRODOCT"' CHfAoaB, oR ASSMWNTs AItB 5TRl r PROWAMD. DRAWN: TE CHECK: AE A604 II W Ear �olp X caCON Cb CV cb Q w coca r!, a, w � ANTHONY R. RUN cc 0 U. U.0 19 Z UAm N cc Z W v cc 0 U. Z > :N c 4C CL IQ Awa: NCO ZIN LL 4C ca la4phe � Q U. Z 0004 N r N REVISIONS 0 A A 0 A 0 0 iZ 0 V I6 V CL 0 10 Z h J .iii. 0 40 cc MJ I- IL V J W V U UI r 0 N'' PROJ NO.:11-014 DATE: 6-6-11 r"SR DRUIRRGS ARE' COPY- msffr D DY EDasmN JUNAGNME T LLC, Sol e THIS COPTRIOST MTD OTHER RIGHTS msffllm r" use OP T"SR DOCUSfB M TO rm imaka sni oR puimsR Pon WE= THEY un PRBPARBD. RSPRODOCT"' CHfAoaB, oR ASSMWNTs AItB 5TRl r PROWAMD. DRAWN: TE CHECK: AE A604 II ALL CONSTRUCTION AND SIGNAGE SHALL COMPLY WITH CHAPTER 7 OF THE 2014 FBC - ACCESSIBILITY - COMMUNICATION ELEMENTS AND FEATURES 103 SIGNS 103.1 General. Signs shallcomply with 103. Where both visual and tactile characters are required, either one sign with both visual and tactile characters, or two separate signs, one with visual, and one with tactile characters, shall be provided. 1032 Raised Characters. Raised characters shall comply with 1032 and shall be duplicated in braille complylne with 103.3. Raised characters shall be installed in accordance with 103.4. 103.2.1 Depth. Raised characters shall be 1/32 inch (0B mm) minimum above their background. 103.2.2 Case. Characters shall be uppercase. 10323 StyleGharactars shall be sans earl f.Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. 1032.4 Character ProportioncCharacters shall be selected from fonts where the width of the uppercase letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter 10328 Character Height. Character height measured vertically from the baseline of the character shall be 5/6 inch (16 mm) minimum and 2 inches (51 mm) maximum based on the height of the uppercase letter "I" EXCEPTION: Where separate raised and visual characters with the same information are provided, raised character height shall be permitted to be 1/2 inch (13 mm) minimum. FIGURE 10325 HEIGHT OF RAISED CHARACTERS 1032.6 Stroke Thickness. Stroke thickness of the uppercase letter "I"shall be 15 percent maximum of the height of the character. 1032.1 Character Spacing. Character spacing shall be measured between the two closest points of adjacent raised characters within a message, excluding word spaces. Where characters have rectangular cross sections, spacing between individual raised characters shall be 1/8 inch (32 mm) minimum nd 4 times the raised character stroke width maximum. Where characters have other cross sections, spacing between individual raised characters shall be 1/16 inch (1.6 mm) minimum and 4 times the raised character stroke width maximum at the base of the cross sections, and 1/8 inch (32 mm) minimum and 4 times the raised character stroke width maximum at the top of the cross sections. Characters shall be separated from raised borders and decorative elements 3/8 inch 095 mm) minimum. 103.2.8 Line Spacin Spacing between the baselines of separate lines of raised characters within a message shall be 13� percent minimum and 110 percent maximum of the raised character height. 1033 Braille. Braille shall be contracted (Grade 2) and shall comply with 1033 and 103.4. 1033.1 Dimensions and Capitalization. Braille dots shall have a domed or rounded shape and shall comply with Table 1033.1. The indication of an uppercase letter or letters shall only be used before the first word of sentences, proper nouns and names, individual letters of the alphabet, initials, and acronyms. TABLE 1033.1 SRdILLE DIMRNAIOIS MEASUREMENT RANGE MINIMUM I iisir_H�MARMUFI IN INCHES Dot base diameter 0.059 (15 mm) to 0.063 (1.6 mm) Distance between two dots In the same colli 0.090 (23 mm) to 0.100 (25 mm) Distance between corresporldinp dots in adjacent cellel 0241 (6.1 mm) to 0.300 (1.6 mm) Dot hel 0.6 mm) to 0.031 (0.9 mm) _0.02 Distance between corres on in dots from one call directl below 03439P 0 mm) to 0.400 mm FIGURE 1033.1 BRAILLE MEASUREMENT 103.32 Position. Braille shall be positioned below the corresponding text. If text 1s multi -lined, braille shall be placed below the entire text.Braille shall be separated 3/8 inch (9.5 mm) minimum from any other tactile characters and 3/8 Inch (95 mm) minimum from raised borders and decorative elements. EXCEPTION:Braille provided on elevator car controls shall be separated 3/16 inch (4.8 mm) minimum and shall be located either directly below or adjacent to the corresponding raised characters or symbols. 0 FIGURE 10332 FIGURE 103.4.1 HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND POSITION OF BRAILLE 103.4 Installation Height and Location. Signs with tactile characters shall comply with 103.4. 103.4.1 Height Above Finish Floor or Ground.Tactile characters on signs shall be located 48 inches (1220 mm) minimum above the finish floor or ground surface, measured from the baseline of the lowest tactile character and 60 inches (1525 mm) maximum above the finish floororground surface, measured from the baseline of the highest tactile character. EXCEPTION:Tactile characters for elevator car controls shall not be required to comply with 103.4.1. X3.42 Location.Where a tactile sign is provided at a door, the sign shall be located alongside the door at the latch sidel1l7ere a tactile sign is provided at double doors with one active leaf, the sign shall be located on the inactive Ieaf.Where a tactile sign is provided at double doors with two active, leafs, the sign shall be located to the right of the right hand door.Where there is no wall space at the latch side of a single door or at the right side of double doors, signs shall be located on the nearest adjacent wall. Signs containing tactile characters shall be located so that a clear floor space of 18 Inches (455 mm) minimum by IS inches (455 mm) minimum, centered on the tactile characters, is provided beyond the arc of any door swing between the closed position and 45 degree open position. EXCEP'T'ION: Signs with tactile characters shall be permitted on the push side of doors with closers and without hold -open devices. FIGURE 103.42 LOCATION OF TACTILE SIGNS AT DOORS 1035 Visual Characters. visual characters shall comply with 1035. EXCEPTION: Where visual characters comply with 1032 and are accompanied by braille complying with 1033, they shall not be required to comply with 103.52 through 103.6.9. 1035.1 Finish and Contrast. Characters and their background shall have a non -glare finish.Characters shall contrast with their background with either light characters on a dark background or dark characters on a light background. 10352 Case. Characters shall be uppercase or lowercase or a combination of both. 10393 Style. Characters shall be conventional in form. Characters shall not be italic, oblique, script, highly decorative, or of other unusual forms. 103.5.4 Character Proportions.Characters shall be selected from fonts where the width of the uppercase letter "O" is 55 percent minimum and 110 percent maximum of the height of the uppercase letter .11". 10355 Character Heigght. Minimum character height shall comply with Table 10355. viewing distance shall be measured as the horizontal distance between the character and an obstruction preventing Further approach towards the sign. Character height shall be based on the uppercase letter "I". T,45LE 103.5.5 V 15UAL CHARACTER HEIGHT HEIGHT TO FINISH FLOOR OR GROUND FROM BASELINE OF HORIZONTAL VIEWING DISTANCE MINIMUM CHARACTER HEIGHT CHARACTER M co kc� ti U Ora inches (1015 mm) to less than less than 12 inches (1830 mm) 5/8 or equal to inch 06 mm) 5/8 inch (16 mm) 10 inches (1180 mm) ho o 40 inches (1015 mm) to less than 5/8 inch lib mm), plus 1/8 inch (3.2 mm) or equal to 12 inches (1830 mm) and greater per foot (305 mm) of viewing distance 10 inches (1180 mm) above 12 inches (1830 mm) Greater than 10 inches (1180 mm) to less than or equal to 120 inches less than 180 inches (4510 mm) 2 Inches (51 mm) (3050 mm) Greater than 10 inches (1180 mm) 2 inches (51 mm), plus 1/8 inch (3.2 mm) to less than or equal to 120 inches 180 inches (4510 mm) and greater per foot (305 mm) of viewing distance (3050 mm) above: 180 inches (4510 mm) Greater than 120 inches 13050 mm) lose than 21 feet (6400 mm) 3 inches (15 mm) Greater than 120 inches (30503 21 feet (6400 mm) and greater inches (15 mm), plus 1/8 inch (32 mm) per foot (305 mm) of viewing distance mm) IW,ffO1VY E. 8WEN AR0009VOI above 21 feet (6400 mm) 103.5.6 Height From Finish Floor or Ground. Visual characters shall be 40 inches (1015 mm) minimum above the finish floor or ground. EXCEPTION: visual characters indicating elevator car controls shall not be required to comply with 1035.6. 103.5.1 Stroke Thickness. Stroke thickness of the uppercase letter "I"shall be 10 percent minimum and 30 percent maximum of the height of the character. 1035.8 Character Spacing. Character spacing shall be measured between the two closest points of adjacent characters, excluding word spaces. Spaclne between individual characters shall be 10 percent minimum and 35 percent maximum of character height. 103.59 Line Spacing. Spacing between the baselines of separate lines of characters within a message shall be 135 percent minimum and 110 percent maximum of the character height. 103.6 Pictograms. Pictograms shall comply with 103.6. 103.6.1 Pictogram Field.Pictoerams shall have a Field height of 6 Inches (150 mm) minimum.Characters and braille shall not be located In the pictogram field. FIGURE 13.6,1 PICTOGRAM FIELD 103.62 Finish and Contrast.Pictograms and their field shall have a non -glare finish Pictograms shall contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field. 103.63 Text Descriptors. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall c ly with 1032, 1033 and 103.4. 103.1 Symbols of Accessibtlltymbola of accesstbUtty shall comply with 103. 103.1.1 Finish and Contrast. Symbo s of accessibility and their background shall have anon -glare finish. Symbols of accessibility shall contrast with their background with either a light symbol on a dark background or a dark symbol on a light background. 103.1 Symbols. 103.12.1 International Symbol of Accessibility. The International Symbol of Accessibility shall comply with Figure 103.12.1 FIGURE 103.12.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY 103.122 International Symbol of TTY. The International Symbol of TTY shall comply with Figure 103.122. FIGURE 103.122 INTERNATIONAL SYMBOL OF TTY 103.123 Volume Control Telephones. Telephones with a volume control shall be identified by a pictogram of a telephone handset with radiating sound waves on a square field such as shown in Figure 103.123. FIGURE 103.123 VOLUME CONTROL TELEPHONE 103.12.4 Assistive Listening Syeteme.Assistive listening systems shall be identified by the International Symbol of Access for Hearing Loss complying with Figure 103.12.4. FIGURE 103.12.4 INTERNATIONAL SYMBOL OF ACCESS FOR HEARING LOSS CERAMIC TILE OR STONE 1). GROUT 2). CEMENTITIOUS BOND COAT 3). BONDED CRACK ISOLATION MEMBRANE 4). PRIMER FOR BONDED CRACK ISOLATION MEMBRANE - CONCRETE, ON -GROUND OR ABOVE GROUND SOFT JOINTS CRACK 4 °. 4 A A v d A a A 4 SCALE: N. T. S. MAPEB Prodaicts Asserrib �� arauxo�t€ons: A: ?bra a6w"-Alis ISO -,G2VVAF E,. xeacakrr-S. ISG CO2WA. C arawxyarQp?oo?or Ise, RC �. camendt€oussondcostopt€ana; A !CPranvm lit ataOh - Sy%em €,90 Q ES2 a. Grar;�rnN dd . _AM ISO. CCF_ C. a?*aftr.3. #SQ C2TESI E. t,/fi>&fQ'x:3 i €S`S? 102TESI E: ?raPeY LFT RS ISO UTFS i 3: Bonded Crack isolation A4ambrsna: 8. 4.. PrimerforBonded Crack Isolation .Membrane; . A. Pr me• Si?€ Required''. CERAMIC TILE - 1). GROUT 2). ORGANIC ADHESIVE BOND COAT FCONCRETE, ON GROUND OR ABOVE GROUND © 4 Scale: N.T.S. NMI o - t. Grouttfptions: A' Ultracobr' Pians 15013007; GtaZ4AF s. Ker otor -" s ISO 13007; aG.ZuA C, Ker cox or vtlaaior ISO 13007; RG Organic Adhesive Bond Gost:. A, e sort 1S013007; 01TE 6, #81313007 D1TE Miriiraxlata'Perrurnta nce Raguirannsats: TGNA 2011 Gutdei ne s Grout t8O GG1.txrANSI At'18.6 orrsatter Orgapft Adhesive 8orla scat, €Sit D'€ TE or ANSI Al 36.1 or better EnVILOM 7enta# Classifications Resldsntiat (Res) t Service RaUna Resu�nttas. CERAMIC TILE GLASS MAT GWB 1). GROUT 2). ORGANIC ADHESIVE BOND COAT WOOD OR METAL STUDS 104.1 DIMENSIONS. DIMENSIONS THAT ARE NOT STATED AS "MAXIMUM" OR "MINIMUM" ARE ABSOLUTE. 104.1.1 CONSTRUCTION AND MANUFACTURING TOLERANCES. ALL DIMENSIONS ARE SUBJECT TO CONVENTIONAL INDUSTRY TOLERANCES EXCEPT WHERE THE REQUIREMENT IS STATED AS A RANGE WITH SPECIFIC MINIMUM AND MAXIMUM END POINTS. WHERE THE REQUIREMENT STATES A SPECIFIED RANGE THE RANGE PROVIDES AN ADEQUATE TOLERANCE AND THEREFORE NO TOLERANCE OUTSIDE OF THE RANGE AT EITHER END POINT IS PERMITTED. w M co kc� ti U p I ho o 'CQo w0. IW,ffO1VY E. 8WEN AR0009VOI vi 4C A O J IL W Q tea' O W J Z 11111C In U � IL vacc J 19 ZIn ilii v h cc O W iIL IL Z WUJ :N J ac Qi iii ICC0 `0 € c m rNZ r 004 0 N Q vii (11 REVISIONS A A A A A PROJ NO.:11-014 DATE: 6-6-11 THSSB DAAKSGS ARE COPY- NVEMD BY BDBSXy 1fANtClGlf81►T, LLC, "to TH18 COPPRISHT IND OTHER' Jum" Ra5TR11M THS DSS OB THSSS DOCDAMM TO THS 0010111d SITS OR P'DRPDSa FOR FMW THEY HERS PiL AWED. RBPItODDCTIOPIS, CHAi1DSS, OR ISS10mrsRTs IRs sTR1 r PROHIBITED. DRAWN: TE CHECK: AE A605 EXISTING SLAB *"S BAR m 2'-0" OC ALTERNATE EACH SIDE SO THAT BARS ARE AT 11-01, OC 2'-0" T`I'P 5LA5 REPAIR DETAIL 4" CONCRETE PATCH - S" EMBED IN HS, GROUT PROVIDE &MILL PE VAPOR BARRIER \ COMPACT EARTH `- PROVIDE SOIL POISON Scale: I"=1'-0" 1 -f - 3 WORG AREA L10T- -I �. ,.,..........._.......................,. . ■I■IrI.Ir ■I■I.r Ir ■I■I■�■IS I■I. I■I■I■I■I■I■1■I■Ir ■1■I w I 4" CONCRETE PATCH - S" EMBED IN HS, GROUT PROVIDE &MILL PE VAPOR BARRIER \ COMPACT EARTH `- PROVIDE SOIL POISON Scale: I"=1'-0" 1 -f - 3 WORG AREA L10T- -I �. ,.,..........._.......................,. . ■I■IrI.Ir ■I■I.r Ir ■I■I■�■IS I■I. I■I■I■I■I■I■1■I■Ir ■1■I w ROOF DEAD LOAD 16 PSF W � eco A �b �� TOILET � � NEW 4" B ........................................................................ ...........................,. .......... ..........`" ',"' " - :: 10� 4 ■ ■ ■ ■I�I.I■I■1■I.I■I■I■I■I ■I i ,I;,,,,,,, ,,,,, „,,,,. ..`.... - ATED Ca DoE„ ;- COMPACTED FILL ... .., .. ..... ..... ._,.............. , 040 arc wIN4 rs ROOF BOTTOM CHORD W1 STORAGE 30 PSF , rrn i `� t ■I■I■I■I■I■I■I■I■I■I■� I� } SECOND FLOOR DEAD LOAD 15 PSF Scale: 1/4"=1' -0" f 5 NCTEE5 POLYPROPYLENE FIBERS USED AS CONCRETE SECONDARY REINFORCEMENT. (PRIMARY FOR SLAB ON GRADE) COMPLY WITH ASTM C 1116 - STANDARD SPECIFICATION FOR FIBER -REINFORCED CONCRETE AND SHOTCRETE. 4 SOUTHWEST CERTIFICATION SERVICES (SWCS), OMEGA POINT LABORATORIES NO. 8662-1. COMPLY WITH UL REPORT FILE NO. 88534-11. PRODUCT SHALL BE PROPEX CONCRETE SYSTEMS CORP., 6025 LEE HIGHWAY, STE 425, PO BOX 22188, CHATTANOOGA, TENNESSEE 31422. TOLL FREE (500) 621-1213. PHONE (423) 892-8080. FAX (423) S92-015"1. WEBSITE WWWFIBERMESH.COM. E-MAIL FIBERMESHOPROPEX INC.COM. A. SYNTHETIC FIBER REINFORCEMENT: FIBERMESH 150. 1. MATERIAL: 100 PERCENT VIRGIN HOMOPOLYMER POLYPROPYLENE MULTIFILAMENT FIBERS, CONTAINING NO REPROCESSED OLEFIN MATERIALS. 2. CONFORMANCE: ASTM C 1116, TYPE III. 3. FIRE CLASSIFICATIONS: a. UL REPORT FILE NO. 88534-11. b. SOUTHWEST CERTIFICATION SERVICES (SWCS), OMEGA POINT LABORATORIES NO. 8611 4. ALKALI RESISTANCE: ALKALI PROOF. 5. ABSORPTION: NIL. 6. SPECIFIC GRAVITY: 0.91. 1. MELT POINT: 324 DEGREES F (162 DEGREES C). EXECUTION A. ADD SYNTHETIC FIBER REINFORCEMENT TO CONCRETE MIXTURE iN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. ADD SYNTHETIC FIBER REINFORCEMENT INTO CONCRETE MIXER BEFORE, DURING, OR AFTER BATCHING OTHER CONCRETE MATERIALS. LOWER APPLICATION RATES MAY BE ACCEPTABLE DEPENDING UPON LOCAL BUILDING CODES. CONSULT PROPEX CONCRETE SYSTEMS FOR MORE INFORMATION. C. APPLICATION RATE: ADD SYNTHETIC FIBER REINFORCEMENT AT STANDARD APPLICATION RATE OF 1.5 POUNDS PER CUBIC YARD (0.90 KG/M3) OF CONCRETE. D. MIX SYNTHETIC FIBER REINFORCEMENT IN CONCRETE MIXER IN ACCORDANCE WITH MIXING TIME AND SPEED OF ASTM C 94 TO ENSURE UNIFORM DISTRIBUTION AND RANDOM ORIENTATION OF FIBERS THROUGHOUT CONCRETE. LOAD& THE STRUCTURAL SYSTEM IS DESIGN ON THE FOLLOWING LOADS 8 PER THE 2014 FBC-B FLOOD HAZARD AREA: NO SURFACE ROUGHNESS: B EXPOSURE CATEGORY: B INTERNAL PRESSURE COEFFICIENT: 0.18 TYPE OF STUCTURE: ENCLOSED RISK CATEGORY: II WIND SPEED ULTIMATE V -ULT: 139 MPH REGION WIND SPEED NOMINAL V -ASD: 108 MPH REGION IMPACT DEBRIS REGION: NO HIGH VELOCITY HIURRICANE ZONE: NO 19 IsO T 4c In rc O .J W U. O he z W I- - cc W H Z W V cc O LL REVISIONS A A 0 0 A PROJ NO.:11-014 DATE: 6-6-11 T"SS DRAlRAC5 ARS COPY- Rr66TSD Dr irmssN MMAGMENZ MX, MIN TRIS COPrMWF An OTMR Rf m Awri /CTS rim USD of TBdsD DOCflREm To Or oRI m" SITR im PURPOSE FDD wmw TBDY "m PRSa"A JIMMODUC770A3. CRIM"ffS. OR ASSICMNM AM SrBJMY PRDPIDMD. DRAWN: TE CHECK: AE w ROOF DEAD LOAD 16 PSF W � eco A �b 14�� SAV ''wwr 4 h Ca DoE„ ;- C,4 p 0 4,* wa 040 arc wIN4 rs 19 IsO T 4c In rc O .J W U. O he z W I- - cc W H Z W V cc O LL REVISIONS A A 0 0 A PROJ NO.:11-014 DATE: 6-6-11 T"SS DRAlRAC5 ARS COPY- Rr66TSD Dr irmssN MMAGMENZ MX, MIN TRIS COPrMWF An OTMR Rf m Awri /CTS rim USD of TBdsD DOCflREm To Or oRI m" SITR im PURPOSE FDD wmw TBDY "m PRSa"A JIMMODUC770A3. CRIM"ffS. OR ASSICMNM AM SrBJMY PRDPIDMD. DRAWN: TE CHECK: AE ROOF DEAD LOAD 16 PSF ROOF LIVE LOAD 20 PSF ROOF BOTTOM CHORD WITHOUT STORAGE 10 PSF ROOF BOTTOM CHORD W/ LIMITED STORAGE 20 PSF ROOF BOTTOM CHORD W1 STORAGE 30 PSF SECOND FLOOR DEAD LOAD 15 PSF SECOND FLOOR PARTITION LOAD 5 PSF FLOOR LIVE -LOBBY 4 IST FLOOR CORRIDORS 100 PSF FLOOR LIVE -OFFICES 50 PSF STAIRS 40 PSF LIVE GARAGES 50 PSF GUARDRAIL AND HANDRIAL 200 PSF GUARDRAIL INFILL COMPONENTS 50 PSF BALCONY AND DECKS 40 PSF TIMBER FRAME LIVE LOADS 21 PSF DECK LIVE LOAD 40 PSF DECK DEAD LOAD 10 PSF CONCfRETE NOTE& G8 CONTRACTOR SHALL VERIFY LOCATION OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, SLOPES, EMBEDDED ITEMS, DEPRESSIONS, ETC AS REQUIRED BY OTHER TRADES AND THESE DRAWINGS PRIOR TO PLACEMENT OF CONCRETE. Cl ALL CONCRETE SHALL BE MIN 2500 PSI AT 28 DAYS MINIMUM UNO C9 PROVIDE HOOKS ON ALL BARS AT DISCONTINUOUS ENDS OF ALL TOP BARS SEE SCHEDULE ON FOUNDATION PLAN OF BEAMS AND AT SLAB EDGES. C2 ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE CIO CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY 2 TO 496 AIR ENTRAINMENT, AND A MAXIMUM WATER CEMENT RATIO OF 0.58 TO SUPPORT REINFORCING STEEL. Z C3 CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH LATEST EDITION OF CII THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING: ACI 301 CHAPTER 3, METHOD I OR 2. 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. z2" CONCRETE EXPOSED TO EARTH OR WEATHER fro THROUGH #IS BARS C4 ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL, ASTM A-615 1.5" CONCRETE EXPOSED TO EARTH OR WEATHER 45 BARS AND SMALLER GRADE 60. 1.5" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH FOR THE PRIMARY REINFORCEMENT, TIES, STIRRUPS, AND C5 WELDED WIRE FABRIC SHALL CONFORM TO ATSM A-185. WWF SHALL BE LAPPED SPIRALS IN BEAMS AND COLUMNS AT LEAST 8" AND CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE 8". C12 HORIZONTAL WALL AND FOOTING 45 BARS $HALL BE BENT 2'-1" AROUND COMERS OR CORNER BARS WITH 25" LAP SHALL BE PROVIDED C6 ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 LATEST EDITION, AND C13 ALL SPLICES SHALL BE 40 BAR DIAMETER MINIMUM (25" FOR "5, IC SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS ACI 301 35" FOR C14 FIELD BENT STEEL IS ACCEPTABLE PROVIDED: 1. BARS ARE TO BENT COLD. C1 ALL REINFORCING DETAILS SHALL CONFORM TO THE "MANUAL OF STANDARD 2. INSIDE DIAMETER,OF BEND SHALL NOT BE LESS THAN 6 BAR PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURE" AGI 315 LATEST DIAMETERS EDITION, UNLESS DETAIL OTHERWISE ON THE DRAWINGS 3. PARTIALLY EMBEDDED REINFORCEMENT SHALL NOT BE FIELD BENT. BARS NEEDING BENDING TO ALIGN WITH FILLED CELLS MAY BE BENT AT A MAXIMUM SLOPE OF 1 HORZ TO 6 VERTICAL. C15 ALL W RK SHALL CONFORM TO CONCRETE SECTIONS OF THE 2014 FBC-B 4 2014 r -BC - 19 IsO T 4c In rc O .J W U. O he z W I- - cc W H Z W V cc O LL REVISIONS A A 0 0 A PROJ NO.:11-014 DATE: 6-6-11 T"SS DRAlRAC5 ARS COPY- Rr66TSD Dr irmssN MMAGMENZ MX, MIN TRIS COPrMWF An OTMR Rf m Awri /CTS rim USD of TBdsD DOCflREm To Or oRI m" SITR im PURPOSE FDD wmw TBDY "m PRSa"A JIMMODUC770A3. CRIM"ffS. OR ASSICMNM AM SrBJMY PRDPIDMD. DRAWN: TE CHECK: AE GENERAL PLUMBING NOTES CONCRETE OO FINISHED FLOOR 18" ODISHLOOR AT DRAIN ° o ; IA • '4. A4 a CORE DRILL OPENING \_FOR DRAIN BODY FLOOR DRAIN (FD) O6 OR HUB DRAIN (HD): USE FD BODY FOR FD OR HD (AS REQUIRED TO OBTAIN CLAMPING DEVICE FOR FLASHING.) SEE DRAWINGS FOR SIZE AND LOCATION. (6) INCHES DEEP AND O1 FOR SANITARY WASTES ONLY. 6. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL 1. PLUMBING INSTALLATION SHALL COMPLY WITH ALL STATE LOCAL CODES, EXCAVATION BELOW THE REQUIRED GRADE SHALL BE REFILLED OTHER CONTRACTORS BEFORE INSTALLATION OF HIS WORK IN CHASES, CEILING AND UTILITY COMPANY REGULATIONS. FLOOR SLA 4 ° 44 4a ° FLASHING (FOR AREAS ABOVE GRADE): SPACES AND OTHER AREAS WHERE CONFLICTS MAY OCCUR. GRAVEL. WHERE ROCK IS ENCOUNTERED, IT SHALL BE 2. PLUMBING CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND PAY_ 7. ALL PIPING SHOWN IS SCHEMATIC. IT IS NOT POSSIBLE TO INDICATE EVERY EXCAVATED TO •a ° MINIMUM 40 MIL, ONE PIECE, CHLORINATED POLYETHYLENE (CPE) FLASHING, ALL FEES RELATIVE TO THE INSTALLATION OF HIS WORK WITH SAND AND FINE GRAVEL. EXCESS MATERIAL FROM EXCAVATIONS SHALL 1 PER ASTM D4068, 36" SQUARE. ACCEPTABLE MANUFACTURERS: CHLORALOY 240, AS MANUFACTURED BY THE NOBLE COMPANY. FOR A PROPERLY WORKING SYSTEM. NO ADDITIONAL COST WILL BE ALLOWED 0 TOP OF SEAT SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF AVAILABLE 3. PLUMBING CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS DURING CHLORINE. USE EITHER LIQUID CHLORINE CONFORMING TO FEDERAL O PRE-BID SITE VISITS. PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACE PROVIDED AND ARE REQUIRED FOR A COMPLETE WORKING SYSTEM IN 9. SANITARY INCLUSION OF ALL REQUIRED DEMOLITION IN AREAS UNDERGOING AND FITTINGS INSTALLED BELOW SLAB ON 0.1 C.O. PLUG MODIFICATION, WHETHER OR NOT SUCH WORK IS INDICATED ON THE DRAWINGS. OMIT STRAINER TOP FOR HUB DRAIN (HD). REGULATIONS. STERILIZATION, THE SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH O5 WHEN HD IS ON FINISHED GRADE, OMIT FLASHING AND FD BODY. SET PIPE 8. PERFORM ALL EXCAVATION REQUIRED FOR UNDERGROUND PLUMBING LINES. DEMOLITION SHALL GENERALLY BE ARRANGED TO AGREE WITH THE O HUB FLUSH WITH FINISHED FLOOR. ALL EXCAVATION SHALL BE MADE IN A MANNER TO PROVIDE A UNIFORM WASTE AND VENT PIPE OR STORM DRAIN PIPE AND FI NGS SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. ACCOMPLISHMENT OF WORK UNDER THE VARIOUS PHASES AND IN DIA. - DIRAIN� MOF SIN<�M�A7 EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH PLACED IN LAYERSrj-��FLOOIR USE 3/8' THICK PRE -MOLDED FOAM PLASTIC SIMILAR TO "ARMAFLEX" INSTALLED COORDINATION WITH THE WORK OF OTHER TRADES. CONTRACTOR SHALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TRAPEZE. 20. THE CONTRACTOR SHALL FURNISH OWNER A CERTIFICATE STATING THAT ALL TESTS HAVE BEEN PERFORMED AND THAT ALL OF THE PIPING SYSTEMS ARE EXAMINE ALL ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. FREE OF DEFECTS, IN MATERIAL AND WORKMANSHIP AND ALL SYSTEMS HAVE —SUCCESSFULLY PASSED THE TESTS, THIS CERTIFICATE SHALL BE SIGNED BY THIS 4. THE PLUMBING CONTRACTOR SHALL OBTAIN A FULL SET OF DRAWINGS AND INVERT SPECIFICATIONS FOR THIS PROJECT, AND SHALL BE AWARE OF THE WORK OF ALL PIPE(D "P" TRAP OTHER TRADES WHICH MAY REQUIRE COORDINATION. (SAME SIZE AS FD OR HD) 5. PLUMBING CONTRACTOR SHALL VERIFY POINT OF CONNECTION TO, AND EQUIPMENT WHICH PROVES DEFECTIVE DURING THE LIFE OF THESE ELEVATION OF EXISTING PIPING, PRIOR TO INSTALLATION OF NEW PIPING. ODISHLOOR AT DRAIN ° o ; IA • '4. A4 a CORE DRILL OPENING \_FOR DRAIN BODY FLOOR DRAIN (FD) O6 OR HUB DRAIN (HD): USE FD BODY FOR FD OR HD (AS REQUIRED TO OBTAIN CLAMPING DEVICE FOR FLASHING.) SEE DRAWINGS FOR SIZE AND LOCATION. NOT OVER SIX (6) INCHES DEEP AND O1 FOR SANITARY WASTES ONLY. 6. PLUMBING CONTRACTOR SHALL COORDINATE HIS WORK WITH THAT OF ALL SETTLEMENT. EXCAVATION BELOW THE REQUIRED GRADE SHALL BE REFILLED OTHER CONTRACTORS BEFORE INSTALLATION OF HIS WORK IN CHASES, CEILING HYDRANTS. O2 FLASHING (FOR AREAS ABOVE GRADE): SPACES AND OTHER AREAS WHERE CONFLICTS MAY OCCUR. GRAVEL. WHERE ROCK IS ENCOUNTERED, IT SHALL BE MINIMUM 4 LB., ONE PIECE, LEAD FLASHING, 36" SQUARE, OR 7. ALL PIPING SHOWN IS SCHEMATIC. IT IS NOT POSSIBLE TO INDICATE EVERY EXCAVATED TO THREE (3) INCHES BELOW THE REQUIRED GRADE AND FILLED MINIMUM 40 MIL, ONE PIECE, CHLORINATED POLYETHYLENE (CPE) FLASHING, OFFSET, ELBOW, UNION, VALVE, TRAP, ACCESS PANEL, ETC. THAT IS REQUIRED WITH SAND AND FINE GRAVEL. EXCESS MATERIAL FROM EXCAVATIONS SHALL 1 PER ASTM D4068, 36" SQUARE. ACCEPTABLE MANUFACTURERS: CHLORALOY 240, AS MANUFACTURED BY THE NOBLE COMPANY. FOR A PROPERLY WORKING SYSTEM. NO ADDITIONAL COST WILL BE ALLOWED APPROVED BY THE OWNER'S TOP OF SEAT SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF AVAILABLE FOR FITTINGS THAT ARE REQUIRED TO INSTALL THE PIPING SYSTEM WITHIN THE CHLORINE. USE EITHER LIQUID CHLORINE CONFORMING TO FEDERAL O FLASHING TO BE CLAMPED INTO DRAIN COLLAR. ACE PROVIDED AND ARE REQUIRED FOR A COMPLETE WORKING SYSTEM IN 9. SANITARY OR STORM DRAIN PIPE AND FITTINGS INSTALLED BELOW SLAB ON ACCORDANCE WITH ALL OF THE REQUIREMENTS OF THE CODES AND C.O. PLUG O OMIT STRAINER TOP FOR HUB DRAIN (HD). REGULATIONS. STERILIZATION, THE SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH O5 WHEN HD IS ON FINISHED GRADE, OMIT FLASHING AND FD BODY. SET PIPE 8. PERFORM ALL EXCAVATION REQUIRED FOR UNDERGROUND PLUMBING LINES. 0.2 PARTS PER MILLION UNLESS OTHERWISE DIRECTED. O HUB FLUSH WITH FINISHED FLOOR. ALL EXCAVATION SHALL BE MADE IN A MANNER TO PROVIDE A UNIFORM WASTE AND VENT PIPE OR STORM DRAIN PIPE AND FI NGS SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. BEARING FOR ALL PIPES. AFTER WORK HAS BEEN INSPECTED AND APPROVED, 19. INSULATION FOR DOMESTIC WATER PIPING SHALL BE 3/4' THICK, PREFORMED - DIRAIN� MOF SIN<�M�A7 EXCAVATIONS SHALL BE BACKFILLED WITH CLEAN EARTH PLACED IN LAYERSrj-��FLOOIR USE 3/8' THICK PRE -MOLDED FOAM PLASTIC SIMILAR TO "ARMAFLEX" INSTALLED - IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TRAPEZE. 20. THE CONTRACTOR SHALL FURNISH OWNER A CERTIFICATE STATING THAT ALL TESTS HAVE BEEN PERFORMED AND THAT ALL OF THE PIPING SYSTEMS ARE NOT OVER SIX (6) INCHES DEEP AND THOROUGHLY COMPACTED TO PREVENT THRI! 3/4 SCHEDULE 80 CPVC. SETTLEMENT. EXCAVATION BELOW THE REQUIRED GRADE SHALL BE REFILLED 21/2 HYDRANTS. WATER CLOSET INSTALLATION 15. SOLDER SHALL BE LEAD FREE, HAVING A COMPOSITION SIMILAR TO 95.5% WITH SAND OR GRAVEL. WHERE ROCK IS ENCOUNTERED, IT SHALL BE CORPORATION OR EQUAL. 2010 STANDARDS AND THE F5C-A 2014 EXCAVATED TO THREE (3) INCHES BELOW THE REQUIRED GRADE AND FILLED 16. VALVES IN DOMESTIC WATER PIPING, 2" AND SMALLER SHALL BE BRONZE BRASS COVER SECURED WITH SAND AND FINE GRAVEL. EXCESS MATERIAL FROM EXCAVATIONS SHALL 1 WITH SCREWS BE REMOVED FROM PROPERTY UNLESS APPROVED BY THE OWNER'S TOP OF SEAT SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF AVAILABLE REPRESENTATIVE. CHLORINE. USE EITHER LIQUID CHLORINE CONFORMING TO FEDERAL 16 SPECIFICATION BB -C-120 OR CALCIUM HYPOCHLORITE OR CHLORINATED LIME THREADED BRASS 9. SANITARY OR STORM DRAIN PIPE AND FITTINGS INSTALLED BELOW SLAB ON 21 C.O. PLUG GRADE FLOOR SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT STERILIZATION, THE SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH ADJUSTABLE COLLAR WELD JOINTS. 8 0.2 PARTS PER MILLION UNLESS OTHERWISE DIRECTED. SEE SERIES A500 SHEEN'S FOR OTHER 18. WATER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF 10 SANITARY WASTE AND VENT PIPE OR STORM DRAIN PIPE AND FI NGS IN EXCESS OF 1 PSI. FINISH FLOOR TTI INSTALLED ABOVE GROUND SHALL BE SCHEDULE 40 PVC PIPE AND FITTINGS WITH SOLVENT WELD JOINTS. 11. SANITARY DRAINAGE SYSTEM SHALL BE WATER TESTED BEFORE FINAL CONNECTION TO THE SANITARY SEWER. ALL OPENINGS SHALL BE PLUGGED EXCEPT THE HIGHEST OPENING, WHICH SHALL PRODUCE A MINIMUM OF A 10 FOOT HEAD. THE SYSTEM SHALL RETAIN THE WATER LEVEL FOR AT LEAST FIFTEEN (15) MINUTES AT WHICH TIME ALL JOINTS SHALL BE INSPECTED AND ALL FLOOR OBSERVED LEAKS CORRECTED. 12. DOMESTIC WATER PIPING RUN UNDER SLAB ON GRADE FLOOR SHALL BE/� p TYPE 'K' SOFT COPPER TUBING WITH CAST BRASS FLARED TYPE FITTINGS. _T�P I CAL FLOOR CLEAN OUT GUARANTEES. 22. GUARANTEE ALL WORK FOR WHICH MATERIALS ARE FURNISHED, FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY - ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. 23. FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY - ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. HANGER ROiB�-----.. INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPI±1.� PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION (9 PSF MIN. DENSITY) UNDER INSULATION SHIELD INSULATION SHIELD F AT HANGER ADJUSTABLE CLEVIS HANGER TYPE 1 SEE SPECIFICATIONS PROVIDE INSULATION SHIELD 4 INSERT FOR ALL PIPING (S" MIN.) NOTES: SEE SPECIFER FOR DETAILED HANGER REQUIREMENTS WELD I I SADD ADJUSTABLE CLEVIS HANGER TYPE 43 - SEE SPECIFICATIONS DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH :2:A CHANNEL BAND X 12 GAUGE CHANNEL OR 2 "x2 "xl/4" ANGLE HANGERSIDE VIEW TRAPEZE FOR _ �� �� �� ► s 3 . 4 w 2 13. NEW DOMESTIC WATER PIPE AND FITTINGS WITHIN THE BUILDING SHALL BE TYPE THRI! 3/4 SCHEDULE 80 CPVC. 11/4 11/2 14. PROVIDE "WATTS" NO. 8A 'VACUUM BREAKER ON ALL HOSE BIBS AND WALL 21/2 HYDRANTS. WATER CLOSET INSTALLATION 15. SOLDER SHALL BE LEAD FREE, HAVING A COMPOSITION SIMILAR TO 95.5% INSTALL WATER CLOSETS PER DOJ ADA TIN, 4% COPPER, AND 0.57o SILVER AS MANUFACTURED BY ENGELHARD 10 CORPORATION OR EQUAL. 2010 STANDARDS AND THE F5C-A 2014 16 5TH ED 16. VALVES IN DOMESTIC WATER PIPING, 2" AND SMALLER SHALL BE BRONZE 24 BODY WITH FULL PORT STAINLESS STEEL BALL, AND LEVER HANDLE. 1 1 ENSURE MAX 11" TO I9" FROM FLOOR TO 17. STERILIZE THE ENTIRE WATER DISTRIBUTION SYSTEM THOROUGHLY WITH A TOP OF SEAT SOLUTION CONTAINING NOT LESS THAN 50 PARTS PER MILLION OF AVAILABLE 12 CHLORINE. USE EITHER LIQUID CHLORINE CONFORMING TO FEDERAL 16 SPECIFICATION BB -C-120 OR CALCIUM HYPOCHLORITE OR CHLORINATED LIME ENSURE MIN 16" TO MAX 18" CLEAR TO CONFORMING TO FEDERAL SPECIFICATION, 0-C-114. INTRODUCE INTO THE SIDE WALLS SYSTEM IN AN APPROVED MANNER. ALLOW THE STERILIZING SOLUTION TO 21 REMAIN IN THE SYSTEM FOR 24 HOURS, DURING WHICH TIME ALL VALVES AND 30 FAUCETS SHALL BE OPENED AND CLOSED SEVERAL TIMES. AFTER ENSURE TRIP HANDLE IS ON OPEN SIDE STERILIZATION, THE SOLUTION SHALL BE FLUSHED FROM THE SYSTEM WITH 6 CLEAN WATER UNTIL THE RESIDUAL CHLORINE CONTENT IS NOT GREATER THAN 8 0.2 PARTS PER MILLION UNLESS OTHERWISE DIRECTED. SEE SERIES A500 SHEEN'S FOR OTHER 18. WATER PIPING SHALL BE SUBJECTED TO A HYDROSTATIC PRESSURE TEST OF REQUIRED ADA DIMENSIONS NOT LESS THAN 100 PSI FOR A PERIOD OF 24 HOURS WITH A PRESSURE LOSS NO 14 IN EXCESS OF 1 PSI. - 19. INSULATION FOR DOMESTIC WATER PIPING SHALL BE 3/4' THICK, PREFORMED - FIBERGLASS WITH VAPOR BARRIER JACKET. AT CONTRACTOR'S OPTION HE MAY - USE 3/8' THICK PRE -MOLDED FOAM PLASTIC SIMILAR TO "ARMAFLEX" INSTALLED - IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. TRAPEZE. 20. THE CONTRACTOR SHALL FURNISH OWNER A CERTIFICATE STATING THAT ALL TESTS HAVE BEEN PERFORMED AND THAT ALL OF THE PIPING SYSTEMS ARE FREE OF DEFECTS, IN MATERIAL AND WORKMANSHIP AND ALL SYSTEMS HAVE —SUCCESSFULLY PASSED THE TESTS, THIS CERTIFICATE SHALL BE SIGNED BY THIS CONTRACTOR. 21. FOR FACTORY -ASSEMBLED EQUIPMENT AND DEVICES ON WHICH THE MANUFACTURERS FURNISH STANDARD PUBLISHED GUARANTEES AS REGULAR TRADE PRACTICE, OBTAIN SUCH GUARANTEES AND REPLACE ANY SUCH EQUIPMENT WHICH PROVES DEFECTIVE DURING THE LIFE OF THESE GUARANTEES. 22. GUARANTEE ALL WORK FOR WHICH MATERIALS ARE FURNISHED, FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY - ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. 23. FABRICATED OR FIELD ERECTED BY THE CONTRACTOR. ALL FACTORY - ASSEMBLED EQUIPMENT FOR WHICH NO SPECIFIC MANUFACTURER'S GUARANTEE IS FURNISHED, AND ALL WORK IN CONNECTION WITH INSTALLING MANUFACTURER'S GUARANTEED EQUIPMENT. THIS PERSONAL ,GUARANTEE SHALL EXIST FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK AND SHALL APPLY TO DEFECTS IN MATERIAL AND TO DEFECTIVE WORKMANSHIP OF ANY KIND. HANGER ROiB�-----.. INSULATION (VAPOR BARRIER TYPE IS REQUIRED FOR LOW TEMPERATURE PIPI±1.� PROVIDE HIGH COMPRESSIVE STRENGTH INSULATION (9 PSF MIN. DENSITY) UNDER INSULATION SHIELD INSULATION SHIELD F AT HANGER ADJUSTABLE CLEVIS HANGER TYPE 1 SEE SPECIFICATIONS PROVIDE INSULATION SHIELD 4 INSERT FOR ALL PIPING (S" MIN.) NOTES: SEE SPECIFER FOR DETAILED HANGER REQUIREMENTS WELD I I SADD ADJUSTABLE CLEVIS HANGER TYPE 43 - SEE SPECIFICATIONS DIA. HANGER RODS WITH 36" MAX. SPACING ON EACH :2:A CHANNEL BAND X 12 GAUGE CHANNEL OR 2 "x2 "xl/4" ANGLE HANGERSIDE VIEW TRAPEZE FOR _ �� �� �� ► s 3 . 4 w PIPE HANGERS MISCELLANEOUS PLUMBING NOTES ALL PLUMBING FIXTURES MAY 5E SUPPLIED ON AN "OR EQUAL" BASIS. PLUM5ING SUB -CONTRACTOR SHALL SU5MIT A FULL SU5MITTAL PACKAGE TO AND FOR THE REVIEW OF THE GC AND THE ARCHITECT. INCLUDE FULL COMPLETE INFORMATION ALL PLUM5ING FIXTURES, DEVICES, PIPING, ACCESSORIES, MATERIALS, AND ACCESSORIES. SUBMIT A MIN OF 3 COPIES BOUND AND IDENTIFIED WITH THE PROJECT NAME, PLUM5ING SU5-CONTRACTOR NAME, AND DATE. l* IECHANICAL LEGEND MAXIMUM PIPE/TUBING SUPPORT SPACING NOM. SIZE IN. THRI! 3/4 1 11/4 11/2 2 21/2 3 4 5 6 8 10 12 14 16 IS 20 24 PIPE FT. 1 1 1 9 10 II 12 14 16 11 19 22 23 25 21 28 30 32 TU51NG FT. 5 FT 6 1 8 89 10 12 13 14 16 - - - - - - - NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE ON TRAPEZE. PIPE HANGERS MISCELLANEOUS PLUMBING NOTES ALL PLUMBING FIXTURES MAY 5E SUPPLIED ON AN "OR EQUAL" BASIS. PLUM5ING SUB -CONTRACTOR SHALL SU5MIT A FULL SU5MITTAL PACKAGE TO AND FOR THE REVIEW OF THE GC AND THE ARCHITECT. INCLUDE FULL COMPLETE INFORMATION ALL PLUM5ING FIXTURES, DEVICES, PIPING, ACCESSORIES, MATERIALS, AND ACCESSORIES. SUBMIT A MIN OF 3 COPIES BOUND AND IDENTIFIED WITH THE PROJECT NAME, PLUM5ING SU5-CONTRACTOR NAME, AND DATE. l* IECHANICAL LEGEND SYMBOL DESCRIPTION C)E5CRIPTI0N NEW SANITARY DRAIN PIPING m = m m EXIST SANITARY PIPING - POTA5LE COLD WATER PIPING - - - POTA5LE HOT WATER PIPING _S0 FLOOR DRAIN POC POINT OF CONNECTION TO EXISTING FDNB INC EQUIF1 I NT 4 FIXTUfRE SCHEDULE ITEM NO. ITEM C)E5CRIPTI0N o� b"V y ^co`w F� _`cv co� CS GLACIERS BAY ARAGON WALL MOUNT, WHITE, LAVATORY, 13 -0010 -ADA OR APPROVED EQUAL PROVIDE HLAV HC BUILDERS 4 IN CENTERSET 2 LEVER HANDLE LOW ARC FAUCET 7032EC-A8104 (OR APPROVED EQUAL) 1a o w0. AR LAVATORY TO MEET ANSI Al 17.1 M HANDICAP SPECIFICATION. MOUNT SINK AT 33.9" TO RIM HC WATER AMERICAN STD MADERA 1.6 GPF ADA FLOOR MOUNTED, ELONGATED 3461.660 OR APPROVED HWC CLOSET EQUAL. EXCEEDS ASME A112.19.2 M FOR VITREOUS CHINA FIXTURES. SELECTRONIC FLUSH ED P VALVE WITH CP -P2 LITHIUM BATERY, WITH OVERRIDE BUTTON,WHITE, OPEN FRONT SEAT TP TRAP PRIMER WATTS SERIES A200 AUTOMATIC TRAP PRIMER WITH AIR GAP VACUUM BREAKING PORTS. ANWONY X. IWEN AR0009781 PROVIDE LOCKING 10"00" FRAMED S.S. ACCESS PANEL. WATER WHA HAMMER WATTS SERIES 15. ARRESTOR WCO CLEAN OUT STANDARD PVC WALL CLEAN OUT CONFIGURATION WITH STAINLESS STEEL COVER HLAV HLAV PTRAP PER DETAIL ABOVE WOR< THE EXISTING 1= -TRAP ON THE TOILET ROOM TO THE CONFIGURATION 5H0111N 5ELOW. FAUCET SEE SPECIFICATION LAMINAR FLOW CONTROL DEVICE LOOSE - KEY STOP M ESCUTCHEON OFFSET X 0 WASTE FINISHED TRAP FLODR O pL PARALLEL u d TO WALL -t 1 I'/�" W IN WALL 12 "CW - UP :.ONNECT t0 EXISTING 3/4" :OLD A50VE VIF 'ROVIDE SHUT OFF VALVE 450VE THE RATED LID �- 3" VENT. CONNECT t0 EXISTING 3" VENT ABOVE OR RUN t0 6" ABOVE ROOF 3„ W EXISTING 4" W VIP (CONFIRM POSITIVE THIS IS A WASTE LINE) VERIFY DRAIN DIRECTION _. .......................... POC Y b 777 Z O 7l1 cc 0 Ii. U. 0 m Z '4 ca ul ul Z W 0 c 0 IW. � r N > � 4 �luC Ly ��� 4c 9) w9ct I. 1u. 0 1` Zr 0 0O 04 40 REVISIONS 0 0 A L 0 0. A PROJ NO.:11-014 DATE: 6-6-11 MISS MWINGS AM COM- PilAwa ar an &= lGNAORXdPVT, uc, no TBl3 cop m.W ANa arm RXM 19'SSPRTm rm O'Sa Op Tanta DOC Arm 9'0 rm oRrcn►Az arra wx rmvvsa FOR 112L/CS TBdY wz Plup ED. �. CBIr16Es. OR ASSID/INdNiB ARa sTR . r pRoman n. DRAWN: TE CHECK: AE W o� b"V y ^co`w F� _`cv co� CS 4414 �_N�� W r► 1a o w0. AR 12 "CW - UP :.ONNECT t0 EXISTING 3/4" :OLD A50VE VIF 'ROVIDE SHUT OFF VALVE 450VE THE RATED LID �- 3" VENT. CONNECT t0 EXISTING 3" VENT ABOVE OR RUN t0 6" ABOVE ROOF 3„ W EXISTING 4" W VIP (CONFIRM POSITIVE THIS IS A WASTE LINE) VERIFY DRAIN DIRECTION _. .......................... POC Y b 777 Z O 7l1 cc 0 Ii. U. 0 m Z '4 ca ul ul Z W 0 c 0 IW. � r N > � 4 �luC Ly ��� 4c 9) w9ct I. 1u. 0 1` Zr 0 0O 04 40 REVISIONS 0 0 A L 0 0. A PROJ NO.:11-014 DATE: 6-6-11 MISS MWINGS AM COM- PilAwa ar an &= lGNAORXdPVT, uc, no TBl3 cop m.W ANa arm RXM 19'SSPRTm rm O'Sa Op Tanta DOC Arm 9'0 rm oRrcn►Az arra wx rmvvsa FOR 112L/CS TBdY wz Plup ED. �. CBIr16Es. OR ASSID/INdNiB ARa sTR . r pRoman n. DRAWN: TE CHECK: AE AR z, ED P ANWONY X. IWEN AR0009781 12 "CW - UP :.ONNECT t0 EXISTING 3/4" :OLD A50VE VIF 'ROVIDE SHUT OFF VALVE 450VE THE RATED LID �- 3" VENT. CONNECT t0 EXISTING 3" VENT ABOVE OR RUN t0 6" ABOVE ROOF 3„ W EXISTING 4" W VIP (CONFIRM POSITIVE THIS IS A WASTE LINE) VERIFY DRAIN DIRECTION _. .......................... POC Y b 777 Z O 7l1 cc 0 Ii. U. 0 m Z '4 ca ul ul Z W 0 c 0 IW. � r N > � 4 �luC Ly ��� 4c 9) w9ct I. 1u. 0 1` Zr 0 0O 04 40 REVISIONS 0 0 A L 0 0. A PROJ NO.:11-014 DATE: 6-6-11 MISS MWINGS AM COM- PilAwa ar an &= lGNAORXdPVT, uc, no TBl3 cop m.W ANa arm RXM 19'SSPRTm rm O'Sa Op Tanta DOC Arm 9'0 rm oRrcn►Az arra wx rmvvsa FOR 112L/CS TBdY wz Plup ED. �. CBIr16Es. OR ASSID/INdNiB ARa sTR . r pRoman n. DRAWN: TE CHECK: AE SECTION 604 INSULATION MINIMUM N � 604.1 GENERAL. LESS THAN 3 -HOUR FirRE-RE515TANCE-RAT15P 1 S 11/2 DUCT INSULATION SHALL CONFORM TO THE REQUIREMENTS OF_ THE FLORIDA 13UILDING CODE, ENERCsY CONSERVATION. (SEE TABLE C4032.1.0 SEAMS AND CONNECTIONS. 603/6 FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS. 3 NGITU ALL LONGITUDINAL ALL DINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS IN FLEXIBLE AIR DUCTS, BOTH METALLIC AND NONMETALLIC, SHALL COMPLY WITH SECTIONS 603.6.1, 603.6.1.1, 603.63 604.2 SURFACE TEMPERATURE. METALLIC AND NON-METALLIC DUCTS SHALL BE CONSTRUCTED AS SPECIFIED IN AND 603/6.4. FLEXIBLE AIR CONNECTORS, BOTH METALLIC AND NONMETALLIC, SHALL COMPLY WITH SECTIONS 603.62 DUCTS THAT OPERATE AT TEMPERATURES EXCEEDING 1207 (49'C) SHALL HAVE SUFFICIENT TI-IERMAL INSULATION TO LIMIT THE EXPOSED SURFACE SMACNA HVAC DUCT CONSTRUCTION STANDARDS -METAL AND FLEXIBLE AND THROUGH .603.6,4. TEMPERATURE t0 120'F (49'C). NAIMA FIBROUS GLASS DUCT CONSTRUCTION STANDAiRDS. ALL JOINTS, LONGITUDINAL AND TRANSVERSE SEAMS AND CONNECTIONS IN DUCTWORK SHALL 603/6.1 FLEXIBLE AIR DUCTS. 6043 COVERINGS AND LININGS. BE SECURELY FASTENED AND SEALED WITH WELDS, GASKETS, MASTICS FLEXIBLE LE AI R DUCTS, BOTH METALLIC AND NONMETALLIC, SHALL BE TESTED IN ACCORDANCE WITH UL 181. SUCH COVERINGS AND LININGS, INCLUDING ADHESIVES WHEN USED, SHALL HAVE A FLAME SPREAD INDEX NOT MORE THAN 25 AND A SMOKE -DEVELOPED INDEX (ADHESIVES), MASTIC-PLUS-EMDEDDED-FABRIC SYSTEMS, LIQUID SEALANTS OR DUCTS SHALL BE LISTED AND LABELED AS CLASS 0 OR CLASS I FLEX115LE AIR DUCTS AND SHALL BE INSTALLED IN NOT MORE THAN 50, WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 123, USING THE SPECIMEN PREPARATION AND MOUNTING PROCEDURES OF TAPES. CLOSURE SYSTEMS USED TO SEAL DUCTWORK LISTED AND LABELED IN ACCORDANCE WITH SECTION 304.1. ASTM E 2231. DUCT COVERINGS AND LININGS SHALL NOT FLAME, GLOW, SMOLDER OR SMOKE WHEN TESTED IN ACCORDANCE WITH ASTM C 411 At THE ACCORDANCE WITH UL 181A SHALL BE MARKED 161A-P"FOR PRESSURE -SENSITIVE EXTERIOR OF BUILDING - � BUCD R 6 TEMPERATURE TO WHICH THEY ARE EXPOSED IN SERVICE. THE TEST TEMPERATURE SHALL NOT FALL BELOW 250'F (121'C). COVERINGS AND LININGS SHALL TAPE, "181 A-M"FOR MASTIC OR "181 A -H SE "FOR HEAT-NSITIVE TAPE. CLOSURE .603.6.1.1 DUCT LENGTH. ENGT H. BE LISTED AND LABELED. SYSTEMS USED t0 SEAL FLEXIBLE AIR DUCTS AND FLEXIBLE AIR CONNECTORS FLEXIBLE AIR SHALL NOT 13E LIMITED IN LENGTH. SHALL COMPLY WITH UL 1818 AND SHALL BE MARKED 18113 -FX" FOR VENTILATED R-6 R-42 604.4 FOAM PLASTIC INSULATION. PRESSURE -SENSITIVE TAPE OR 18115-M"FOR MASTIC. DUCT CONNECTIONS TO 603.62 FLEXIBLE AIR CONNECTORS. FOAM PLASTIC USED AS DUCT COVERINGS AND LININGS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 604. FLANGES OF AIR DISTRIBUTION SYSTEM EQUIPMENT SHALL BE SEALED AND FLEXIBLE AIR CONNECTORS, BOTH METALLIC AND NONMETALLIC, SHALL 15E TESTED IN ACCORDANCE WITH UL 181. x : MECHANICALLY FASTENED. MECHANICAL FASTENERS FOR USE WITH FLEXIBLE SUCH CONNECTORS SHALL BE LISTED AND LABELED AS CLASS 0 OR CLASS I FLEXIBLE AIR CONNECTORS AND 6049 APPLIANCE INSULATION. NONMETALLIC AIR DUCTS SHALL COMPLY WITH UL 18113 AND SHALL BE MARKED SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 304.E LISTED AND LABELED APPLIANCES THAT ARE INTERNALLY INSULATED SHALL BE CONSIDERED AS CONFORMING TO THE REQUIREMENTS OF SECTION 604. 1818-G. CLOSURE SYSTEMS USED t0 SEAL METAL DUCTWORK SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. UNLISTED 603/62.1 CONNECTOR LENGTH. 604.6 PENETRATION OF ASSEMBLIES. DUCT TAPE IS NOT PERMITTED AS A SEALANT ON ANY DUCT. FLEXIBLE AIR CONNECTOR$ SHALL BE LIMITED IN LENGTH t0 14 FEET (4261 MM). DUCT COVERINGS SHALL NOT PENETRATE A WALL OR FLOOR REQUIRED t0 HAVE A FIRE -RESISTANCE RATING OR REQUIRED t0 BE FIREBLOCKED. EXCEPTION.• GONTINUOUSL7 WELDED AND LOCKING -TYPE LONGITUDINAL JOINTS 603/622 CONNECTOR PENETRATION LIMITATIONS. 604.1 IDENTIFICATION. AND SEAMS IN DUCTS OPERATING AT STATIC PRESSURES LESS THAN 2 INCHES OF FLEXIBLE AIR CONNECTORS SHALL NOT PASS THROUGH ANY WALL, FLOOR OR CEILING. EXTERNAL DUCT INSULATION, EXCEPT SPRAY POLYURETHANE FOAM, AND FACTORY -INSULATED FLEXIBLE DUCT SHALL BE LEGIBLY PRINTED OR WATER COLUMN (500 PA) PRESSURE CLASSIFICATION SHALL NOT REQUIRE IDENTIFIED AT INTERVALS NOT GREATER THAN 36 INCHES (914 MM) WITH THE NAME OF THE MANUFACTURER THE THERMAL RESISTANCE 'R -VALUE AT THE ADDITIONAL CLOSURE SYSTEMS. ALL NEW OR REUSED DUCTS SHALL BEAR A LABEL INDICATING TYPE OF DUCT SPECIFIED INSTALLED THICKNESS AND THE FLAME SPREAD AND SMOKE -DEVELOPED INDEXES OF THE COMPOSITE MATERIALS. ALL DUCT INSULATION PRODUCT R -VALUES SHALL BE BASED ON INSULATION ONLY, EXCLUDING AIR FILMS, VAPOR RETARDERS OR OTHER DUCT COMPONENTS, AND SHALL BE 603.10 SUPPORTS. BASED ON TESTED C -VALUES AT 15'F (24'C) MEAN TEMPERAtUR9= AT THE INSTALLED THICKNESS, IN ACCORDANCE WITH RECOGNIZED INDUSTRY DUCTS SHALL DE SUPPORTED At INTERVALS NOT t0 EXCEED 12 FEET (3698 MM) I. EXISTING FG DUCT BOARD SUPPLY TRUNK t0 REMAIN. B -SECTION 601 DUCT AND TRANSFER OPENINGS PROCEDURES. THE INSTALLED THICKNESS OF DUCT INSULATION USED TO DETERMINE ITS R -VALUE SHALL BE DETERMINED AS FOLLOWS: AND SHALL BE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION RE -SUPPORT AT CONNECTION TO NEW AHU STANDARDS -METAL AND FLEXIBLE. FLEXIBLE AND OTHER FACTORY -MADE DUCTS 6011 GENERAL 1. FOR DUCT BOARD, DUCT LINER AND FACTORY -MADE RIGID DUCTS NOT NORMALLY SUBJECTED TO COMPRESSION, THE NOMINAL INSULATION THICKNESS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 2. EXISTING FLEX DUCT SUPPLY DROP TO REMAIN- THE PROVISIONS OF THIS SECTION SHALL GOVERN THE PROTECTION OF SHALL BE USED. 3. NEW FLEX DROP RETURN AIR 8" (VIF MATCH EXISTING) REUSE DUCT PENETRATIONS AND AIR TRANSFER OPENINGS IN ASSEMBLIES 2. FOR DUCT WRAP, THE INSTALLED THICKNESS SHALL BE ASSUMED TO BE 15 PERCENT (29 PERCENT COMPRESSION) OF NOMINAL THICKNESS. EXISTING FLEX DUCT IF IN COMPLIANT R -VALUE AND COMPLIANT REQUIRED t0 BE PROTECTED. 3. FOR FACTORY -MADE FLEXIBLE AIR DUCTS, THE INSTALLED THICKNESS SHALL BE DETERMINED 137 DIVIDING THE DIFFERENCE BETWEEN THE ACTUAL CONDITION. 6013.2.1 FIRE DAMPER RATINGS. FIRE DAMPERS SHALL HAVE THE MINIMUM FIRE PROTECTION RATING SPECIFIED IN OUTSIDE DIAMETER AND NOMINAL INSIDE DIAMETER BY TWO. 4. NEW 24 X 24 FILTER BACK RETURN AIR GRILL TO MATCH TABLE MPHR 1 FOR THE TYPE E MINIMUM FIRE EXISTING 4. FOR SPRAY POLYURETHANE FOAM, THE AGED R -VALUE PER INCH, MEASURED IN ACCORDANCE WITH RECOGNIZED INDUSTRY STANDARDS, SHALL Be TABLE 60132.1 FIRE DAMPER RATING PROVIDED t0 THE CUSTOMER IN WRITING At THE TIME OF FOAM APPLICATION. 5. DEMO PORTION OF SUPPLY DUCT FROM AHU TO LOCATION OF NEW AHU SUPPLY DUCT AS SHOWN. DISCONNECT ALL SUPPLY FLEX DROPS AND TEMP SUPPORT UNTIL NEW SUPPLY PLENUM IS IN PLACE INSTALL NEW FG DUCT BOARD BUFFET MAIN DUCT TRUNK MA „. ......., ....... EXISTING SIZE WHERE It LEAVES THE AHU. IF EXISTING SIZE .......... CANNOT BE MAINTAINED DUE TO PROXIMITY OF AHU t0 NEW r •. TYPE OF PENETRATION MINIMUM N � DAMPER RACING (HOUR) LESS THAN 3 -HOUR FirRE-RE515TANCE-RAT15P 1 S 11/2 3-14OUR OR GREATER FIRE -RESISTANCE -RATED ASSEMBLIES 3 FIREWALL FACE, PROVIDE DUCT OF SAME AREA BUT 1N NO CASE LESS THAN THE SMALLER DIMENSION OF THE AHU SUPPLY AIR i OPENING- IN NO CASE SHALL THE DISTANCE OF THE AHU SUPPLY „ :.,:... 601323 COMBINATION FIRE/SMOKE DAMPER RATINGS. SMALLER DIMENTHE NEW SION OF THE LY MAIN _ ,., „ � ? PROTECTION RATING SPECIFIED FOR FIRE DAMPERS IN TABLE 11'1DAMPERS SHALL HAVE THE MINIMUM 132.1 OF AIR OPENING TO THE SOUTH WALL TRUNK DUCT BE LESS THAN THE SUPPLY AIR OPENING IN THE ABU. \ THE FLORIDA BUILDING CODE, BUILDING FOR THE TYPE OF PENETRATION I AND SHALL ALSO HAVE A MINIMUM SMOKE DAMPER RATING AS SPECIFIED EXTEND THE DUCT t0 THE WEST AS SHOWN FOR DISTANCE AS IN SECTION 111.322 OF THE FLORIDA BUILDING CODE, BUILDING. REQUIRED TO REINSTALL ALL SUPPLY DUCTS. I 60133 DAMPER ACTUATION. b RECONNECT SUPPLY FLEX DUCTS t0 NEW SUPPLY MAIN TRUNK DAMPER ACTUATION SHALL BE IN ACCORDANCE WITH SECTIONS 60133.1 DUCT. SUPPRT FG DUCT SUPPLY PLENUM AND FLEX DUCT PER THROUGH 60133.4 AS APPLICABLE. MATCH EXISTING CODE EW 24X 24 RAG t0 MA € i s : ; tt 60133.1 FIRE DAMPER ACTUATION ECt TURN FLEX DUCTS AND PULL BACK T SUI THE FIRE DAMPER ACTUATION DEVICE VSHALL MEET ONE OF THE 6. DISCONNECT RE O TE 105 SIDE, FOLLOWING REQUIREMENTS. 1. VERIFY SIZES Or -EXISTING RETURN AIR FLEX DROP INTO 1. THE OPERATING TEMPERATURE SHALL BE APPROXIMATELY 90'F (28'G) 2" DIA FLEX RETURN AIR DUCT SUITE 105. IF THE DUCTS ARE LAR3ER THAN 10" NO FURTHER 3 > WORK IS REQUIRED. IF SMALLER THEN 10" INSTALL ONE ABOVE THE NORMAL TEMPERATURE WITHIN THE DUCT SYSTEM, BUT NOT ADDITIANAL 10" RETURN AIR FLEX DROP t0 SUITE 105 LESS THAN 160'F ('ti'G). : ,� (111 C) i j EXISTING SUPPLY DUCTS. RECONNECT t0 NEW SUPPLY FG WHERE LOCATED IN A SMOKE CONTROL 2. THE OPERATING TEMPERATURE SHALL BE NOT MORE THAN 350'F .........,. PPLY MAIN DUCT OMPLYING WITH ON 909 OF THE FLORIDA BUILDING COD {fl SECTION SYSTEME BUt t,ILDING. 1 ••,EXISTING TURN AIR DUCT. VERIFY CONFIGUARTION is 10. EXISTING OUTSIDE AIR DUCT (METAL) " 11. CONNECT NEW 6" OUTSIDE AIR DUCT t0 EXISTING OUTSIDE 69 AIR DUCT AND t0 NEW AHU-116-2 RETURN AIR DUCT BETWEEN UNIT I AND FIRST DROP AS SHOWN (SCHEMATICALLY) 12. VERIFY EXISTING OA. DUCT IS LESS THAN 100 SI. APPEARS TO BE 10" DIA. XIST MAINSUPIL7'A[R DUCT " RELOCATE RETURN AIR GRILL AN ......:.......... p ........ ........ � � :..:.i 13. RELOCATE GRILLS THIS AREA DUE TO PARTITION REWORK EXTEND RETURN DUCT AS REQUIRED 4. RELOCATE DUCT LESS SPLIT SYSTEM AHU TO ROOM 110 -XX „" GLUME DAMPER SHOWN. RELOCATE CONDENSATE PUMP AND LINES AND REBUILD THE REFRIGERATION LINES AS REQUIRED TO ARCHIVE THE RELOCATION. MOUNT UNIT AS HIGH AS POSSIBLE ON WALL 42 _ 15. PROVIDE CONDENSATE PUMP 16. SEAL PENETRATION THR!U RATED WALL PER UL LISTING APPROPRIATE t0 THE TYPE OF CONDUIT AND 'I'7PE OF WALL IF `; ` NO UL LISTING IN THIS SET MATCHES, NOTIFY ARCHITECT FOR •' CONSTRUCTION DIRECTIVE. NOTIFY ARCHITECT IF ROUTE OF LINES DESIRED IS TO BE REVISED DUE CONCEALED CONDITIONS. XIST AHU " I 17. VERIFY DUCT DAMPERS OR GRILL DAMPERS TO ENABLE MEANS OF AIR BALNCE ° 6114 DUCT TO 10X8 GRILL 19 GFM ;'j XIST MAIN RETURN AIR DUCT 52"MF TA .: ..: N � Cr" � M BLE 04032'1.1 MINIMUM DUCT INSULATION R -VALUES, HEALING AND COOLING SUPPLY AND RETURN DUCTS ........................................................... ............ ........r ... ......... N�N �v. L) cv04 CONhit I c�' � Q cm 1:4 q OMmIki uIr o I 0 �dw4 �O LOCATION SUPPLY D TU U SU DUCT RE DUCT RN D a EXTERIOR OF BUILDING - � BUCD R 6 :: „ aya oa VENTILATED R-6 R-42 } ANTHONY R. NWJrN AR0009781 c; } x : UNVENTED SUL ATTIC ABOVE INSULATED CEILING - R-4 R 6 2 0 UNVENTED ATTIC WITH ROOF ... .... ...... ........_.......,.........,....,..,.,,,,...,.......,,..,..................,...........,,...,..,..,..._..................,,, .,,, , ,,,",? , , „ „_, „ „ „„, „,„„,,,,,,,,„,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 'r^ � �� � 00 CFM FAN WITH MAX 10 XI0 HOLE tHRU RACED LID INSULATION R-42 NONE .: �. �� a , ,^}< .nn t ............................................... ^ ,. ..,.., .,. , . � ,�.. , .. , r - n.n\: � :\',•',^\ : ,\',\^1 .\\\ �� i:v:v' v:vY•v,v'xvY :xV :a \ W,.\:: \.'\\ \ \, v\\•uu•'u\, uuu •:: }:: � '... h•`� §.••k••k\ : h•\M••\ : : ,�M*••+�`i . : \�••MM : \*••\'� : lr'\•\\ .. ,.... , ,:n\. \ u u :�••'.••::2 : u••+•h : :W1••+. •'r \ ��. ., UNCONDITIONED SPACES a -42 - R 42 R m . a INDIRECTLY CONDITIONED OND ONED S AGS NONE NONE € i D ACESNONENONE .......... XEX 6 DUCT BURIED - R 42 NONE 4 A. INCLUDES CRAWL SPACPS 50TW VENTILATED i `i cc B. INCLUDES RETURN AIR PLENUMS WITH OR WITHOUT EX D ROOFS ABOVE. • W a O DAMPER REQUIRED FOR DUCTS LESS THAN 100 SQ INCHES 64032.1.1.1 INSULATION REQUIRED. >... ♦♦i+ii ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED TO THE LEVELS SHOWN IN TABLE C4032.1.1. cc 0 SAW CUT THRU MASONRY WALL AND PROVIDE STORM PROOF LOUVER AND INSECT SCREEN 2. WHEN THE DESIGN TEMPERATURE DIFFERENCE BETWEEN THE INTERIOR AND EXTERIOR OF THE DUCT OR PLENUM DOES NOT EXCE D 15'r- (_51C). 5'F(-9'C). 3. FOR "OUTS LESS THAN 10 FEET (3048 MM) IN LENGTH TO AIR TERMINALS OR AIR OUTLETS, THE RATED R -VALUE OF INSULATION NEED NOT EXCEED R-5. 4. BACKS OF AIR OUTLETS AND OUTLET PLENUMS EXPOSED t0 UNCONDITIONED OR INDIRECTLY CONDITIONED SPACES WITH FACE AREAS EXCEEDING 5 SQUARE FEET (OA6 M2) NEED NOT EXCEED R -2t THOSE 5 SQUARE FEET (0.46 M2) OR SMALLER NEED NOT BE INSULATED. S. RETURN AIR DUCTS MEETING ALL THE REQUIREMENTS FOR BUILDING CAVITIES WHICH WILL BE USED AS RETURN AIR PLENUMS 04032.1.12 INSULATION PROTECTION. INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND WIND, BUT NOT LIMITED t0 THE FOLLOWING: I. INSULATION EXPOSED t0 WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE, E.G., PROTECTED 15Y ALUMINUM, SHEET METAL, PAINTED CANVAS OR PLASTIC COVER. CELLULAR FOAM INSULATION SHALL ISE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. 2• INSULATION COVERING COOLING DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE SHALL INCLUDE A VAPOR RETARDANT LOCATED OUTSIDE THE INSULATION (UNLESS THE INSULATION IS INHERENTLY VAPOR RETARDANT), ALL PENETRATIONS AND JOINTS OF WHICH SHALL BE SEALED. C4032.1.1.3 CONDENSATION CONTROL. ADDITIONAL INSULATION WITH VAPOR BARRIER SHALL BE PROVIDED WHEN THE MINIMUM DUCT INSULATION REQUIREMENTS OF SECTION C4032.1A ARE DETERMINED to BE INSUFFICIENT To PREVENT CONDENSATION. C4032.12 DUCT CONSTRUCTION. ALL DUCTS, AIR HANDLERS, FILTER BOXES, BUILDING CAVITIES, MECHANICAL CLOSETS AND ENCLOSED SUPPORT PLATFORMS THAT FORM THE PRIMARY AIR CONTAINMENT PASSAGEWAYS FOR AIR DISTRIBUTION SYSTEMS SHALL BE CONSIDERED DUCTS OR PLENUM CHAMBERS AND SHALL BE CONSTRUCTED AND ERECTED IN ACCORDANCE WITH TABLE 04032.12 AND WITH CHAPTER 6 OF THE FLORIDA BUILDING CODE, MECHANICAL. DUCTS SHALL BE CONSTRUCTED, BRACED, REINFORCED AND INSTALLED t0 PROVIDE STRUCTURAL STRENGTH AND DURABILITY. ALL TRANSVERSE JOINTS, LONGITUDINAL SEAMS AND FITTING CONNECTIONS SHALL BE SECURELY FASTENED IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THIS SECTION. C4032.13 SEALING, GENERAL (MANDATORY). ALL DUCTS, AIR HANDLERS, FILTER BOXES, BUILDING CAVITIES, MECHANICAL CLOSETS AND ENCLOSED SUPPORT PLATFORMS THAT FORM THE PRIMARY AIR CONTAINMENT PASSAGEWAYS FOR AIR DISTRI15UTION SYSTEMS SHALL BE SEALED IN ACCORDANCE WITH THE APPLICABLE CRITERIA OF THIS SECTION AND TABLE C4032.12. 04032.13.1 MECHANICAL FASTENING. ALL JOINTS BETWEEN SECTIONS OF AIR DUCTS AND PLENUMS, BETWEEN INTERMEDIATE AND TERMINAL FITTINGS AND OTHER COMPONENTS OF AIR DISTRIBUTION SYSTEMS, AND BETWEEN SUBSECTIONS OF THESE COMPONENTS SHALL BE MECHANICALLY FASTENED TO SECURE THE SECTIONS INDEPENDENTLY OF THE CLOSURE SYSTEM(S). 04032.132 SEALING. -� AIR DISTRIBUTION SYSTEM COMPONENTS SHALL BE SEALED WITH APPROVED CLOSURE SYSTEMS. 1- C4032.133 SPACE PROVIDED. p SUFFICIENT SPACE SHALL BE PROVIDED ADJACENT t0 ALL MECHANICAL COMPONENTS LOCATED IN OR FORMING A PART OF THE AIR DISTRIBUTION Z SYSTEM TO ASSURE ADEQUATE ACCESS FOR (1) CONSTRUCTION AND SEALING IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION C4032.1i (2) Z INSPECTIONi AND (3) CLEANING AND MAINTENANCE. A MINIMUM OF 4 INCHES (102 MM) IS CONSIDERED SUFFICIENT SPACE AROUND AIR -HANDLING UNITS. %n T N � Cr" � M W+ li�4j w.v.L7 N�N �v. L) cv04 CONhit I c�' � Q cm 1:4 q OMmIki uIr o I �dw4 �O a aya oa ANTHONY R. NWJrN AR0009781 0 U.0 m a m 4 V% cc W a ♦♦i+ii cc 0 li. r V lm W Cy IL � c 4 c W cc 0 z zhrIWL w Z 4 J w cc 44c IL �- 0 SOLI. 1` 0 0 4c �► Nv-V) _ REVISIONS 0 PROJ NO.:11-014 DATE: 6-6-11 TERM MWINGS AM COPY- Pjmm,D BY sDBsm AM UMYSNf, LLC, 2010 TW COPTJUWF AND OTRBR AfWT8 RSSrN= T8s USs OP rmss DOCUAMM " TSs amm'AL BM's m PORmR FOR rmw TEST wmw PiBSPAo a OR RSPRODOCTRaNB, c81NOSS, Y uPe srRrcTL DRA i1PN: TE CHECK. AE M100 I_ r I'+Oy '1► :. .:.. OPTIONrj -•r \_ NUTAm CONTINUOUS ARM ON ALL ELEVATION `'- DUCT ROUND DAMPER DAMPERS 2 -BLADE ARRANGEMENT $VE4 12 DIA. CLEARANCE —DUCT 3/8” PIN x ALL 7m=mo®'�°` QUADRANT 2 1/2" 1/2" ROD -PIN N QUADRANT • 1 /8" 22 GA. BLADE I u CLEARANCE 16 GA. BLADE ALL AROUND UP TO 18" 19" TO 48" STIFFEN a REQUIRED 1/2" NOTE: OVER 12" o HIGH USE � MULTIPLE BLADES. D 0 SIDE ELEVATION VOLUME DAMPERS -SINGLE BLADE TYPE (:4 NOT TO SCALE LOW PRESSURE SUPPLY OR RETURN AIR DUCT CONNECTION DETAIL �D SCALE: NTS 22 GA. 1" WIDE STEEL STRAP EVERY 8 FT & AT CHANGES IN DIRECTION - 12 GAUGE WIRE OR 1/4" ROD TO TOP CHORD OF - TRUSS i HVAC DUCT (RIGID FIBERBOARD) —8FT MAX - AT LEAST ONE HANGER PER TRANSVERSE PROVIDE 22 GA. ANGLES AT BOTTOM CORNERS OF - DUCT TO PREVENT GOUGING. ANGLES SHALL BE 4" WIDE BY 2" HIGH BY 2" UNDER DUCT. TWO ANGLES PER STRAP. 1" WIDE 22 GAUGE / STRAP WRAPPING UNDER DUCT AND _1 ATTACHED TO TOP CHORD OF TRUSS. DUCT 1"X 2"X 22 GAUGE CHANNEL ANGLE 4"X 2"X 2" -� SOFFIT DUCT HANGING DETAIL SCALE: NTS L=1/4W,(4"MIN) L AIR FLOW BRANCH DUCT -MANUAL DAMPER WITH QUADRANT LOCKING LEVER EXPOSED DAMPER HANDLE OUTSIDE OF INSULATION AND PAINT BRIGHT YELLOW HANG FLEXIBLE DUCTS WITH 1-3/8" WIDE 22 GA. STEEL STRAPS WRAPPING UNDER DUCT EVERY 5 FT. MAX. ALSO SUPPORT 18" FROM ANY CONNECTION. MINIMUM 2" WIDE NO BURN RATE/SELF EXTINGUISHING FABRIC HANGER STRAP MAY BE USED IN LIEU OF METAL STRAPS P _.,.,,, •,.,..__. __.... _.__.W.. .............» _. ___ __-.. JIB_ ._ .._ I„.,...__ .............. . ......,.. � _ ......_ .,..,,_._... ... _.. � �. BELL MOUTH BUCKLEY AIR TIGHT FITTING TYPICAL DIFFUSER/GRILLE 3 DUCT CONNECTION DETAIL NOT TO SCALE `--TRUNK LINE TYPICAL RETURN AND EXHAUST DUCT CONNECTION DETAIL NOT TO SCALE I I i NOTES: 1. ALL DIFFUSERS AND SUPPLY > GRILLES SHALL HAVE THIS CONNECTION. 2. ANY OTHER TYPE OF CONNECTION WILL BE REJECTED. 3. INSULATE ALL METAL DUCT UP TO THE FLEXIBLE DUCT AND OVERLAP INSULATION TAPING IT WITH METAL TAPE. V P4 W El� 01 Ch Aq CON h U k! p�4 lb p I •acs �a C4 W �■.4 �t0 GyfS, rz, Popp' R d k a. o Pa a� 1P ANTHONY B. 8DE'N AR0009781 d rc a N6 U. a w Z m.uJ a � � a Z � V U c a U. 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I ........... - .......................... � .... ��::::::::::::::,::::�::::��:����:,:,�::::� .......... � ..... POWER ANID 5'r5TEt'15 f='L,4N Scale: 3/1611= I'-011 ".. ....... � .11 1��,, % � ....... ' *­" i " . % I ....... � ............ � .. . ....... 1 11 I I k_ ,U,,4,.0` i .11111 - � Tl'�11`:`, I-".11 ... .... i I- ... ..... .. �:��:,­: .... ­­­­­­,­­, , . . . , I I t I � : t 1 � I �I I I c"N,,,,,,,,."'; I I'lk " ... C 7 1 "'j"I.i.." : C), f, E ..... ­� ...... I.."...:..�.�.,.,..,.."..� I I � , I � I I . I :.-.1 i I � . �s I I 1 � I "Ill, i'll, ,,-� . . 11`iIi �� I .. "' - I.. i� : : I � I I I . I �,__._ .... 111111\1111-11 1-1-111 ... "", I ...... � . .... -11.,.L ... .."..".. � .4 Fraq X Cb I;:i , up, V%F2 6 -4 _k cc to � i i I � I � L__1111 ...... 11 .... ... -,"..."I..."".., � I..", ....... � ... ...., ... I .... I ........... � � .... � ................ - ............. , I ... -.11111-1.1 ............... i".11, '1".t:i"`i1' LEGEND @ SINGLE FACE EXIT LIGHT. WIRE AHEAD OF LOCAL SWITCH CONTROL. SEE FIXTURE SCHEDULE IBXTURERACKIET OR WSCHEDULE ALL MOUNTED LIGHT FIXTURE. LETTER DENOTES TYPE, SEE 9r_ FI M A FLUORESCENT LIGHT FIXTURE. LETTER DENOTES TYF`5. SEE FIXTURE SCHEDULE. "EMERGENCY LIGHT FIXTURE. WIRE AHEAD OF LOCAL SWITCH CONTROL. 12" 5ELOW CEILING. 6 TOGGLE SWITCH - SINGLE POLE - PU55ELL 01221-1 am MANUAL MOTOR STARTER - So. D. FG -110 0 DUPLEX RECEPTACLE 18" A.F.F.-U.N.O. - NUM5ER SUBSCRIPT INDICATES CIRCUIT DESIGNATION HUBBELL Iii "c" INDICATES 6" A50VF COUNTER. . OUP DUPLEX RECEPTACLE - IN WEATHER PROOF ENCLOSURE OR COVER. =0-- DOU5LE ouf-LEx RECEPTACLE MOUNTED IN COMMON 50x wrri4 COMMON COVER. * DUPLEX RECEPTACLE - GFCI TYPE 0 24OV/208V CONNECTION - SEE EQuipmr=NT SCHEDULE FOR WATTAGE 9- HARDWIRE 5ox FOR CUBICLES A DATE TELEPHONE NETWORK OUTLET WITH FLUSH COVER PLATE. 1/2" C. TO A5OVE CEILING. 18" AFF. "W" INDICATES WALL MOUNTED * 521' AFF. n Fusrn) 208/240 v DISCONNECT SWITCH SIZE AS NOTED. [], NON-FUSED 208/240V DISCONNECT SWITCH SIZE AS NOTED. [z) "P 5UTTON MOUNTED 48" APP, EDWARDS 0852 113 TRANSFORMER MOUNTED ABOVE CEILING, EDWARDS #rptV ED SELL MOUNTED ro" 5ELOW CEILING, EDWARDS %100-401 x1_A=` SEE ELECTRICAL NOTES. ® SEE EQUIPMENT SCHEDULE. AFF A5OVE FINISHED FLOOR TL TWIST LOCK pin -5 ,/ CONDUIT RUN CONGEALED IN WALLS OR CEILING SPACES. ARROWS INDICATE /y"`, .�' HOMERUNS, HASPMARKS INDICATE NUMBER OF CONDUCTORS IF MORE THAN TWO. 5U55CFT INDICATES PANEL AND CIRCUIT NUM5=RS. GROUND CONDUCTOR REQUIRED IR5D IN ALL rONr�rS5U NOT INDICATED. UP WEATHERPROOF I UNO UNLESS NOTED OTHERWISE _T - DENOTES TELEPHONE CONDUIT. C - DENOTES COMMUNICATION/DATA CONDUIT. I - P - DENOTES FIRE ALARM CONDUIT. WIRING PER MANUFACTOR RECOMMENDATION. I& MOTOR CONNECTION. Q) WALL CONNECTION 5OX 081' AFF) FOR CU51CLE"PIG TAIL" FLEX METAL CONDUIT- CIRCUIT IS r->r=r.>ICATr=D * DENOTES DC CIRCUIT. WIRE PER MANUFACTURERS RECOMMENDATIONS. DUCT SMOKE DETECTOR, MATCH EXISTING SYSTEM TYPE. G) AREA SMOKE DETECTOR, MATCH EXISTING SYSTEM TYPE. El FIRE ALARM PULL STATION - 4'-O" A.F.F. - MATCH EXISTING SYSTEM. z FIRE ALARM HORN STR05E - *V-011 APP. TYF` - MATCH EXISTING SYSTEM. I ' NURNMEN,IV wo \ ,,, v a ; "\"�"` - - 's -A/C 2 `M� M_ " DP- M -C " MDO�-l�.��'��i��""".� ' _� MDP -1 DP- E DP DP 'I"'M E B A C THE GENERAL (OR BUILDING) CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL WITHIN 14 DAYS OF COMPLETION AND FINAL INSPECTION SHALL PROVIDE TO THE ARCHITECT NEATLY NOTED AS BUILT MARKS UP THE ELECTRICAL AND MECHANICAL PLAN. ALL POWER AND OR LIGHTING DEVICES NOTED WITH A -0 PANEL LETTER AND A SLASH NE C/ ) INDICATES THAT t- THE EXISTING CIRCUIT 15 TO REMAIN. THE GC AND THE z ELECTRICAL SUBCONTRACTOR SHALL CONFIRM THE Z CIRCUIT NUMBER AND PANEL FOR EACH AND EVERY in DEVICE AND SHALL 50 MARK THEM ON THE AS BUILT I r 1, ! 11 7 7 I i i 'i i I � ; I � lh�, � I � � I i I �! 1: � I i I � u V � 1* cc E -Z Vil Q .It .4 Fraq X Cb I;:i , up, V%F2 6 -4 _k cc to u q0N �q 'I CwN co kNo N. � - M I I it ,v 6 ..� Q � -%.% 04 �q g cc _*" I Q I -1 �z N ht . C4 & I.- C-:,- Q C-4 Q tj q Q V* D) 11 Nt^ P44 ,q tr 4 .� t neo =� I _ I . . I I - M1 ty I ANTHONY R. A -UN AR0009781 111111C 10 11111111111111111 cc I 0 mi U. U. 0 U) IIIIIIIIA kIw- z o 4C z cc W d 11""i'miz 4C w 1-_(9 C* lu .j cc ul2f Fili,_ Z 11111C WIL .j 0 cc U) a ! 0 lu I : : U. 11""mi V) co z 0) UA v - a N 10 , N ul z C14 > CV) 14 ! 0 cc : cc 4C lu CL a 31 a 11111111111111111111 cc 0 : � ug 0 IL I- CC .j z111il- LL .j 4C ca. 4C z 111t 2 , lu cc 4C cc I. 0 v- P% z lu NGV) .j I lu REVISIONS A A A A A A 11111111111111 PROJ NO.:11-014 DATE: 6-6-1-1 rHRS9 DJUNWICS AM COPr- Pimpira ar smiss jM"to=CWMaj AOMA jumn ArsrAw" I= VSR or wM22U%=p"vW% : :1 FOR WEMIF rA" MJW PR9PAMP. "Mon M=Nft AhiMly PRVAunwa. DRAWN. -TE , CHECK: AE I , E100 -.0 3 AR ('81 10 .............. .... . .... ....... EET ... . ......................... ....... ................. .............. .................................................... ...... .................................................................. ............ .... ....... ... ................... . . .. . .... .. .. [-- .......... .................................. ........... ................... ..... ... ................ ....... ....... .................. . . ..... .... ... .......... ... ............. ........... awm ......... ........... . ............. ........... . ........ LIGHTING FLAN Scale: 3/16"OP-011 ALL LIGHTS ARE EXISTING TO REMAIN UNLESS SPECIFICALLY INDICATED AS NEW OR RELOCATED ALL POWER AND OR LIGHTING DEVICES NOTED WITH A PANEL LETTER AND A SLASH (Ir= C/ ) INDICATES THAT THE EXISTING CIRCUIT 15 TO REMAIN. THE CSC AND THE ELECTRICAL SUBCONTRACTOR SHALL CONFIRM THE CIRCUIT NUMBER AND PANEL FOR EACH AND EVERT' DEVICE AND SHALL 50 MARK THEM ON THE AS BUILT MARK UP REQUIRED ABOVE oc 10 rc 0 J U. U. 0 �9 z cc W Illm- z cc 0 U. REVISIONS A A E200 two 7mA Vol Vol CON N m I I DiN aeq C,3 rq o I 10 C,4,:"z D3 -.0 3 AR ('81 10 .............. .... . .... ....... EET ... . ......................... ....... ................. .............. .................................................... ...... .................................................................. ............ .... ....... ... ................... . . .. . .... .. .. [-- .......... .................................. ........... ................... ..... ... ................ ....... ....... .................. . . ..... .... ... .......... ... ............. ........... awm ......... ........... . ............. ........... . ........ LIGHTING FLAN Scale: 3/16"OP-011 ALL LIGHTS ARE EXISTING TO REMAIN UNLESS SPECIFICALLY INDICATED AS NEW OR RELOCATED ALL POWER AND OR LIGHTING DEVICES NOTED WITH A PANEL LETTER AND A SLASH (Ir= C/ ) INDICATES THAT THE EXISTING CIRCUIT 15 TO REMAIN. THE CSC AND THE ELECTRICAL SUBCONTRACTOR SHALL CONFIRM THE CIRCUIT NUMBER AND PANEL FOR EACH AND EVERT' DEVICE AND SHALL 50 MARK THEM ON THE AS BUILT MARK UP REQUIRED ABOVE oc 10 rc 0 J U. U. 0 �9 z cc W Illm- z cc 0 U. REVISIONS A A E200 2 ALL OTHER CIRCUITS ARE. EXISTING' 3, THIS ISA RELOCATEDPANEL FROM PREVIOUS TENANT IMPROVEMENT WORK - 4. DEMO - REMOVE THE EXISTING 2' POLE BREAKER' S. VERIFY ANC1 RELABEL THE;PANEL DIRECTORY° 6. PROVIDE PERMANENT PANEL LAPEL ON THE PANEL BOX SPECIFICATIONS - DIVISION 16 - ELECTRICAL 16000 GENERAL PROVISIONS 1.01 PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT FOR A COMPLETE & PROPERLY OPERATING SYSTEM. 1.02 CODES AND STANDARDS: ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE, THE LOCAL COUNTY ELECTRICAL CODE AND POWER COMPANY. ALL MATERIALS SHALL BE NEW AND FREE FROM DEFECTS, & SHALL BEAR THE UNDERWRITERS' LABEL. 1.03 CONTRACTOR SHALL THOROUGHLY INVESTIGATE SITE BEFORE BIDDING. NO CHANGES WILL BE ALLOWED IN CONTRACT PRICE FOR WORK REQUIRED TO COMPLY WITH EXISTING CONDITIONS. 1.04 ALL ELECTRICAL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. 1.05 ELECTRICAL CONTRACTOR SHALL COORDINATE EXACT RECEPTACLE TYPE WITH OWNER FURNISHED EQUIPMENT (RANGE, DRYER, ETC.) 16100 BASIC MATERIALS AND METHODS 1.01 RACEWAYS AND FITTINGS: ALL RACEWAYS SHALL BE GALVANIZED RIGID STEEL WITH LOCKNUTS AND BUSHINGS, WITH THE EXCEPTION THAT WHERE SPECIFICALLY ALLOWED BY THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES, BRANCH CIRCUIT RACEWAYS MAY BE (E.M.T.) ELECTRICAL METALLIC TUBING OR PVC SCHEDULE 40. (PVC MAY BE USED BELOW GRADE ONLY.) E.M.T. SHALL BE JOINED WITH STEEL COMPRESSION TYPE FITTINGS. MC CABLE IF ALLOWED BY OWNER 1.02 CONDUCTORS: BRANCH CIRCUIT CONDUCTORS SHALL BE (#12 UNLESS OTHERWISE NOTED) "THW OR THWN" COPPER (NO ALUMINUM SHALL BE PERMITTED UNLESS SPECIFICALLY NOTED OTHERWISE). ALL BRANCH CIRCUITS SHALL BE WIRED WITH COLOR -CODED WIRE WITH THE SAME COLOR USED FOR A PHASE THROUGHOUT. COLOR -CODE SHALL BE AS FOLLOWS: PHASE A- BLACK, PHASE B- RED, PHASE C- BLUE, NEUTRAL- WHITE, GROUND- GREEN. 16200 ELECTRICAL SERVICE SYSTEM 1.01 IN GENERAL, ALL ELECTRICAL EQUIPMENT, METALLIC CONDUIT, MOTOR FRAMES, PANEL - BOARDS, ETC., SHALL BE GROUNDED WITH A SEPARATE GREEN SYSTEM GROUNDING CONDUCTOR RUN FROM THE MAIN SWITCH GROUND TO ALL PANELS AND FROM GROUNDING LUGS ON EACH PANEL TO EACH BRANCH CIRCUIT DEVICE AND FIXTURE IN ACCORDANCE WITH THE SPECIFIC RULES OF ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. ALL PANELS SHALL HAVE A SEPARATE NEUTRAL BAR ISOLATED FROM STANDARD NEUTRAL BAR FOR GROUNDING. 1.02 THE FACILITIES AND EQUIPMENT REQUIRED TO PROVIDE ALL ELECTRIC POWER FOR CONSTRUCTION, LIGHTING, BALANCING AND TESTING CONSUMED PRIOR TO FINAL ACCEPTANCE OF THE PROJECT SHALL BE PROVIDED UNDER THE ELECTRICAL CONTRACT. 16300 ELECTRICAL DISTRIBUTION SYSTEM 1.01 ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE. SWITCHES SHALL BE QUIET TYPE. RECEPTACLES SHALL HAVE GROUND TERMINAL. SEE EQUIPMENT SCHEDULE. 16400 LIGHTING FIXTURES 1.01 ALL LIGHT FIXTURES SHALL BE FURNISHED COMPLETE WITH LAMPS, AND ALL NECESSARY MOUNTING HARDWARE, HANGERS AND TRIM. LIGHT FIXTURES SHALL BE BID AS SPECIFIED IN THE LIGHTING FIXTURE SCHEDULE. ALL FLUORESCENT BALLASTS SHALL BE AUTO - RESET, CLASS P, ETL, CBM WITH EXTERNAL FUSE AND FUSE HOLDER, ALL FLUORESCENT LAMPS AND BALLASTS TO BE ENERGY SAVING TYPE. 1.02 LIGHT FIXTURES SHALL BE CONTRACTOR SELECTED. SUBMIT CUT SHEETS TO ARCHITECT/OWNER FOR REVIEW AND APPROVAL. 1.03 PROVIDE MULTI -GANG BOXES AND COVER PLATES EM, EXEM, AND EX SHALL BE CONNECTED TO CONSTANT NORMAL ROOM LIGHTING BRANCH CIRCUIT. MOUNT EMERGENCY BATTERY LIGHT EM, AND EXEM AT 6" BELOW CEILING. WALL TOP OR TRUSSES ALL FIXTURE BALLASTS SHALL 5E HIGH POWER FACTOR TYPE. ALL LED 5ALLA5T5 SHALL BE ENERGY SAVING TYPE. ALL ELECTRICAL FIXTURES MUST BE INDEPENDENTLY 5UPPORTED OF CEILING GRID OR CEILING WALL BOARD, THE GENERAL COR BUILDING) CONTRACTOR AND ELECTRICAL CONTRACTOR SHALL WITH 14 DA'I'S OF COMPLETION AND FINAL INSPECTION SHALL PROVIDE TO THE ARCHITECT NEATLY NOTED AS BUILT MARKS UP THE ELECTRICAL AND MECHANIACAL PLAN. ALL WORK SHALL BE IN STRICT COMPLIANCE WITH FBC-EC 2014 ALL WORK SHALL BE IN STRICT COMPLIANCE WITH NFPA70 2011 NEC VERIFY ALL EXISTING ELEC CONDITIONS BEFORE BIDDING VERIFY WITH OWNER SWITCHING CONFIGURATION BEFORE BIDDING FEEDER AND CUSTOMER OWNED SERVICE CONDUCTORS 2% MAX VOLTAGE DROP COMPLIES WITH FBC ENERGY CONSERVATION CODE 2014 5th ed SECTION C405.7.3.1 BRANCH CIRCUIT CONDUCTORS 3% MAX VOLTAGE DROP COMPLIES WITH FBC ENERGY CONSERVATION CODE 2014 5th ed SECTION C405.7.3.2 GC SHALL COMPLY WITH FBC ENERGY CONSERVATION CODE 2014 5th ed SECTION C405.7.4 COMPETITION REQUIREMENTS FOR RECORD DRAWINGS AND MANUALS. SEE BELOW PROVIDE ONE COPY TO OWNER AND ONE TO ARCHITECT EXIT AND EMERGENCY LIGHTING TO BE ON LOCAL LIGHTING CIRCUITS AHEAD OF LOCAL SWITCHING ILLUMINATION OF MEANS OF EGRESS SHALL BE PER FBC BUILDING 2014 SEC 1006. LLUMINATION OF MEAN OF EGRESS SHALL BE CONTINUOUS DURING TIME OF OCCUPANCY FBC-EC 2014 - SEC C405.2.2.2 OCCUPANCY SENSORS. OCCUPANCY SENSORS SHALL BE INSTALLED IN ALL CLASSROOMS, CONFERENCE/MEETING ROOMS, EMPLOYEE LUNCH AND BREAK ROOMS, PRIVATE OFFICES, RESTROOMS, STORAGE ROOMS AND JANITORIAL CLOSETS, AND OTHER SPACES 300 SQUARE FEET (28 M2) OR LESS ENCLOSED BY FLOOR -TO -CEILING HEIGHT PARTITIONS. THESE AUTOMATIC CONTROL DEVICES SHALL BE INSTALLED TO AUTOMATICALLY TURN OFF LIGHTS WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, AND SHALL EITHER BE MANUAL ON OR SHALL BE CONTROLLED TO AUTOMATICALLY TURN THE LIGHTING ON TO NOT MORE THAN 50 PERCENT POWER. EXCEPTION: FULL AUTOMATIC -ON CONTROLS SHALL BE PERMITTED TO CONTROL LIGHTING IN PUBLIC CORRIDORS, STAIRWAYS, RESTROOMS, PRIMARY BUILDING ENTRANCE AREAS AND LOBBIES, AND AREAS WHERE MANUAL -ON OPERATION WOULD ENDANGER THE SAFETY OR SECURITY OF THE ROOM OR BUILDING OCCUPANTS. ANY NEW INTERIOR LIGHTS INCLUDING TOLIET ROOM LIGHTS SHALL BE ON OCCUPANT SENSOR DEVICE ON AND TIMER OFF 30 MIN MAX AFTER ALL OCCUPANTS LEAVE ROOM. AUTO LIGHTING SHUTOFF -- INTERIOR LIGHTING IN BLDGS LARGER THAN 5000 SF SHALL BE CONTROLLED W/ AUTOMATIC CONTROL DEVICE TO SHUT OFF BLDG LIGHTING IN ALL NEW RENOVATED SPACES. AUTOMATIC LIGHTING CONTROL SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN 4 HOURS. LIGHTING FOR EXTERIOR APPLICATION INCLUDING SIGNS SHALL HAVE AUTOMATIC CONTROLS CAPABLE OF TURNING OFF EXTERIOR LIGHTING WHEN SUFFICIENT DAYLIGHT IS AVAILABLE OR WHEN LIGHTING IS NOT REQUIRED DURING NIGHTTIME HOURS. LIGHTING NOT DESIGNED FOR DUSK TO DAWN OPERATION SHALL BE CONTROLLED BY ASTRONOMICAL TIME SWITCH. LIGHTING DESIGNED FOR DUSK TO DAWN OPERATION SHALL BE CONTROLLED BY ASTRONOMICAL TIME SWITCH OR PHOTOSENSOR. tLt(; I KII;AL NU I LZ 1. CONTRACTOR SHALL VERIFY LOCATION OF SERVICE WITH POWER COMPANY 2. ALL WIRE SHALL BE THW COPPER, UNO. 3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE COPPER OF EQUAL AMPACITY 4. ALL BRANCH CIRCUITS SHALL BE IN CONDUIT. 5, COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION. 6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIP. MANUF. SPECS. 7. PROVIDE DISCONNECT SWITCHES OF SIZE AS REQUIRED BY LOAD AND UNITS. 8. PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP., & AT PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUF. RECOMMENDATIONS. 9• PROVIDE GROUND FAULT INTERRUPT BREAKERS AS INDICATED ON PLAN AND AS REQUIRED BY CODE. 10. ELECTRICAL FIXTURES, TRIM, AND APPLIANCES SHALL BE UL OR EQUAL APPROVED. 11. PROVIDE UNPREWIRED PHONE OUTLETS AS SHOWN ON PLANS 12. PROVIDE UNPREWIRED TV OUTLETS AS SHOWN ON PLANS. 13. ALL FLUORESCENT FIXTURES SHALL UTILIZE LOW NOISE, ENERGY SAVING BALLAST AND BULBS ELECTRICAL DEMOLITION NOTES ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE THE SITE PRIOR TO CONSTRUCTION TO ASCERTAIN THE EXISTING CONDITIONS AND LIMITS OF DEMOLITION AND CONSTRUCTION. COORDINATE SEQUENCING WITH OWNER & OTHER CONTRACTORS. DEVICES & CONNECTIONS SHOWN ON PLANS WERE TAKEN FROM A SITE VISITATION, THESE PLANS MAY NOT BE ENTIRELY ACCURATE. THEY ARE INTENDED TO GIVE THE CONTRACTOR A GENERAL IDEA OF WHAT EQUIPMENT IS BEING REMOVED, DISCONNECTED OR RETAINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD INSPECTION OF SITE TO DETERMINE ACTUAL CONDITIONS OF THE INSTALLATION AND/OR THE EXISTING EQUIPMENT BEFORE SUBMITTING BID. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO PROTECT AND MAINTAIN THE INTEGRITY OF REMAINING DEVICES OR EQUIPMENT, AND ANY SUCH CONNECTION SHALL BE CONCEALED UNLESS LOCATED IN UNFINISHED AREAS. DISCONNECT, REMOVE OR RELOCATE ALL EXISTING ELECTRICAL MATERIAL AND EQUIPMENT THAT INTERFERES WITH NEW INSTALLATION. THIS INCLUDES BUT IS NOT LIMITED TO PANELS, LIGHTING FIXTURES, WIRING DEVICES, SIGNAL EQUIPMENT, EXHAUST FANS, BASEBOARD HEATERS, UNIT HEATERS, ECT. SEE MECHANICAL DRAWINGS FOR HEATERS, EXHAUST FANS, ETC., WHICH MUST BE DISCONNECTED BY THE CONTRACTOR FOR REMOVAL OR ABANDONMENT BY MECHANICAL CONTRACTOR. REMOVE ALL CONDUIT WIRE, BOXES AND FASTENING DEVICES, AS REQUIRED TO AVOID ANY INTERFERENCE WITH NEW INSTALLATION. ABANDONED CONDUIT SHALL BE CAPPED AT BOTH ENDS. ANY PRESENT FLOOR OUTLETS OCCURRING SHALL BE CAPPED FLUSH WITH FLOOR. ALL REMOVED EQUIPMENT SHALL BE DISPOSED OF BY THIS CONTRACTOR UNLESS DIRECTED TO DO OTHERWISE BY THE OWNER. WHERE WORK BY THE GENERAL CONTRACTOR (WALL REMOVAL, NEW OR RELOCATED WALL OPENING, ETC..) RESULTS IN THE REMOVAL, RELOCATION OF REFEEDING OF ELECTRICAL DEVICES OR LIGHTING FIXTURES, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT AND RECONNECT AS REQUIRED ALL ACTIVE DEVICES SOME TO SUIT CONFLICTING EQUIPMENT. THE COVERS ON ALL JUNCTION OR PULL BOXES IN UNFINISHED AREAS SHALL BE MARKED WITH A "MAGIC MARKER" TO INDICATE CIRCUIT NUMBER & SERVING PANEL OF CONDUCTORS OR SYSTEM CABLES ASSOCIATED WITH EACH BOX. CONTRACTOR CAN REUSE EXISTING UNDERSLAB CONDUIT IF APPLICABLE FOR PULLING NEW CIRCUIT WIRING. LIGHT FIXTURE SCHEDULE EXEM TAMLITE LXPCPIRWEM- SINGLE FACED RED LETTER STRIP LIGHT EXIT EMERG COMBO A REUSE EXISTING 2X 4 LIGHT FIXTURE BRANCH CIRCUIT WIRING NOTES: 1. WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES OR SPECIAL CONDITIONS. 2. WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL OUTLETS INDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS. 3. ALL SWITCH CONTROLS SHALL BE PROVIDED WITH WIRING AND CONDUIT AS REQUIRED. 4. ALTHOUGH ALL BRANCH CIRCUIT WIRE AND CONDUIT IS NOT SHOWN, IT IS INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCH CIRCUIT WIRING SYSTEM BE INSTALLED. 5. PROVIDE A GREEN GROUND CONDUCTOR IN ALL CIRCUITS, APPROPRIATEL SIZED INCREASE CONDUITS TO ACCOMMODATE GROUND CONDUCTOR. 6. UNLESS SHOWN OTHERWISE (BRANCH CIRCUITING INSTRUCTIONS): A. 1600 WATTS MAXIMUM PER 20A/1 P BRANCH CIRCUIT, UNLESS SHOWN OTHERWISE. B. 6 CONV.OUTLETS MAXIMUM PER 20A/1P BRANCH CIRCUIT. I=BC EC 2014 405.71.4 COMPLETION REQUIREMENTS. 405.71.4.1 DRAWINGS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE DATE OF SYSTEM ACCEPTANCE, RECORD DRAWINGS Or- THE FTHE ACTUAL INSTALLATION SHALL BE PROVIDED TO THE BUILDING OWNER, INCLUDING: I. A SINGLE -LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND 2. FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION. 405.1.4.2 MANUALS. CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT AN OPERATING MANUAL AND MAINTENANCE MANUAL BE PROVIDED TO THE BUILDING OWNER. THE MANUALS SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: I. SUBMITTAL DATA STATING EQUIPMENT RATING AND SELECTED OPTIONS FOR EACH PIECE OF EQUIPMENT REQUIRING* MAINTENANCE. 2. OPERATION MANUALS AND MAINTENANCE MANUALS FOR EACH PIECE OF EQUIPMENT REQUIRING MAINTENANCE. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY IDENTIFIED. 3. NAMES AND ADDRESSES OF AT LEAST ONE QUALIFIED SERVICE AGENCY. NOTE: ENFORCEMENT AGENCIES SHOULD ONLY CHECK TO BE SURE THAT THE CONSTRUCTION DOCUMENTS REQUIRE THIS INFORMATION TO BE TRANSMITTED TO THE OWNER AND SHOULD NOT EXPECT COPIES OF ANY OF THE MATERIALS. U ;0 Q, w W � macho � a �n^U NN eQ LtiQ� ��" ri � � � rp W Q cqo w0.�vi a i rc 0 J LL LL 0 k Z a m W 11-- U) iA ccW IlbZ ui 0 cc 0 W N Z � r cm W n` 0 cc ILly 0 ��O ZF-u. uj cc ~0u. ^' Z N v- CO a REVISIONS A 0 A 0 V V) by cc 0 il.- x `i. in Lu 0 Z Z 0 i N a V rL i 5 lu IL /4 0 ic V J W PROJ NO.:11-014 DATE: ro-6-171 TRESS DRAWINGS AM COPY- RICETaD EY aDRSIGN lfRlfRBaAtaNT, " Rote TRIS COPM fir AND OTEdR Rimrs RasTRmn TEa Osa OP TEWS DOCOWNTS TO TER ORivnm sm OR Pvmvsa POR IIEIM TA" W&M PMPAMP. RRPRDOPIerm", cawv►ras, aR ASSIONYaNTS ARS STJUMT PReamnTA DRAWN: TE CHECK. AE 4 1